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1/IJ/M 1/11/H A B C D 1 TYP. STRUCTURAL NOTES GEtERAL \ TI£ C;a,,il'MCTOO 9-iAL.l.. VEFFY "1l.L l»,,£NS0,6 N-1:J CON:lrTlONa AT TH: JC:eSrrE ~ EtW.1.. t..oTFY TI-£ ENQMER a= Ni'f Cl8a£P~ 00 ~ WITH »« WOA<. 80 tNOl.VB> PflOR TO STAATNG COt-BrffJCTION. 2. ALL ptiASES OF WOfl( EIW..l., c:cu=aM TO n£ ~ 8TN-l.)AP08 CF TtE ~ LtEOFM BlLCNG COCE , a ll-E CflAWNGS PEPflESelT Tl-£ FNSt£D STilJCTLAE. l.N..fll8 NOTED 0Tr£JMIIE£, Tt£Y DO NOT M:ltCATE TI£ t.ETHCO C,: CClN8TIIJC11Ct. Tr£ CONTRACTOR SH,lLl. 5E f'£8PON6El.E fCfi PROVD",G ALL U:ASUEB JIECSSARY TO PHOTECT TH: STil.lClUE Wat0.4:N. /HJ OneR PERSONS OUNl CCf.t3TFl.JC1lC ~ FOR COtO.J::TN3 n£ Wat< N A SAFE -.f. AU. A.8.TM SPECFJCATQ,e SHAU. BE OF ,n-£ U.TEST """'°" 5. 'Ht£J£ CfRTAN FEATl.PES OF 11-E CCNITFlJCTlON NI: l'OT RU. Y SHOWN. 11-EIR CCNm'tJCTION SHALL BE a: TI£ BA>..£ OiAMC7ER Fat r&a...AR CCH¥'F1Ct6 ~ I 8) FOR CN TI-£ CAAWN>S. a 6EFOf£ 8IJ88TTTVTN3 A MAf,U=AC'l'\.f£D PROCO::T CAU.£D FOO ct,! l1-E PI...Jlt,i:i, CCNTRACTa! ""81' 08TIIJ',I TI£ Afff/CNJL OF Tr£ ENCJN:EFI .AN:! n£ 8U!..C»-.G OEPT. rr D£ CCHTRACTOR'B AeSPCNIBUTY TO /"ROVE EC2UVI.L.ENCY CE n£ B.eMTTE0 f'flCOUCT n-roJGH TI-£ !UMTTAL a= LCAO. REFOATB. ETC. 7. CON'TN.JOUB N'ECTICoN BY A PERSON C&I I H::D BY 'Tl-£ GOVEfN'G M.NCF'A'. NEC( 8HAL.L L!,E PEQ..8:0 FOR ALL FE.0 WEl.Dft,G AKJ A1..L CONaETE OVER 2000 PEI. 8. SEE AACHL SPECS FOA lltt1L tf'O. a..AAFY NN OiSCfa>ANCES Vw1TH NICtfl'ECT. FQU.01' T10NS ~~%,"t,m-/' li'l'ORT SY ""3 CEOTEONCAl. 2. ALL SlcWCfl(. FOOTNJ EXCAVATION.~ At>O FCX.N)ATD-! ll{Off( SHALL BE DCt£ N cct.R.lANCE WITH Tt£ IQQ-1 U8.C. - 3. FOl,.t,D,AT0,18 NE S"fEAD N-D CCNTNJOU8 FOOTN30 WITH """ :Ji-~~SOL ~ PRES9..I£ OF l50CP5F Fa..NJED Er MN. -t PAOR TO THE CON'l"RACTa:\ ~~ A llll..DNG DEPT. ~ N6f'e01'0-/ 11-IE 8CL8 99EB\ EtW.1. ADVlllE TIE 91...1.DH:.Ji OFFDAL N WFl'"JN3 THAT: ~~~~-.... CONCFETE • 1 PORTL..Al-o ca.ENT 8HAlL CCN=OFM TO ASlM C-150, TIPE V LOW ALKAU ·AGG'fEGATE FOA FEGU...AA. WBG{T CONCFETE 9-'W..L cot-F.OFM TO ASTM C-33. 2.· ALL FEN=OACt.aG &IJl3, ANCHOR BCL TS N-CJ On-ER COOETE N.iSITS • 8HAlL BE W8..L ~ N POSITION BcFCA::: PL.ACH:3i CONC.:IETE. 3. ~ a.~ SHAU.. t.oT FXCfR'I 1" -t-/-r FOR FOOTNGS. a.ABS- ON-GRADE~ MASS cctO£TE N-o 4• +./-r FCfl On-ER CONCFETE.· 4. ~ ll..Tt.MTE CON:::f£TE Ca.ffES8VE lml:NGTH AT 28 DAYS EHALL BE AS FOLLOWS £MN..«..M S SA0<:8 CF ca.ENT PER CUIC: YAFO~ ~~~~~Pa- 5. PflO..ECTNG COft,.e:IS SHALL &E FCff.ED WITH 3/4-o-w.f'ER lN....ES9 DETALED OTI-ERWISE a CCNTR"-Ci"OFI SHALL PROVDE ~ NO CONTTO... Jor,,n N c::tN::F£'TE SLABS N3 F£Q..IIE). . 7, BEFOfE COhO£TE El Pl.Aca, n£ cx:HTAACTOR StW...1.. COOJONATE N-D a-ECK 'NITH ALL Tf\ACEB TO e,asl..F£ TI-£ PfD>ER Pl.Ac:a.err OF ALL OPENNGS. a.EEVES. a.ms, NETTS. OEPfE8Sl:::Nl ETC.. PB...ATN3 TO Tl-£ AS SHOWN ON Tt-E OAAWNGS. Nff a-tMIGE: OR DlSCfEPNC'f EHAL.L SE· APPliOVED BY-1l-E LOCAL ~ At:ENC'f PROR TO FLACN3 OF 11-E .= B. NJ... CONaETE 'MTH ~ STF£NGlH GfEATEFI 1lWi 2000 pal AT 28 DAYS 9-W..L BE Pl.ACED lN:IER TI-E ~ Of A DEPUTY- M:PECTOR l.lCENJEO BY 11-E Loe& BUU:JNG a=ACi>L. """""'°" sma_ L >LL~ 8lcB... stW..l.. COtfOFM.TO TI£ f£QLR:MENTS OF ASTM A--fflS GRADE eo, EXCEPT "3 ,v,o ~ 8-A.flS 'NHCH MAY 111::-G:<V,DE -40. ALL fEN=CH:H3 STEEL TO SE wa..ceo SHALL BE A-roe STB3.... 2. a.EAR COVEl\AGE OF CONCFETE OVffl OOTBl fB'fOACNl BARS SHA1.L 8£ AS Fa..LOWSt A CCNCIETE POUED DlrEClL..Y AGAN3T TI£ EARTH, 3" a.EAi\ 8. CCNC:fETE Fa..ED AG.\NIT Tl-£ EARTH OR EXP08B) TO Tt£ WEATI-G\ 1 V2"' CLEAR USE Z-a....E.A1I FOR .-e OR l..AR(H\ C. ALL QTH3:i. FC9.ED CCNCfETE. 314• MN. 3. ALL fB.FCOCN3 BAR Be08 &W..L BE. ca.n -4, ~ 8TEB.. EtW..L BE 5Pl..JCB) vml-1, ct..ASS -e· 6f'LICES lN.E8S NOTED 011-EFM'ISE F~L~ L ALL LLM3ER 9-W..1.. BE COJ.ST ~ 0001.AS Flt-LAfO'i »D Sl"iAU. CQP,FOFM TO n£ FCLLOYtl',IG GlADES AS ESTABUSl-ED BY TI£ W.CU.S. lN.ESS NOl'ED On-e::riMSE ON 11-E ORA ¥i'NGSI """"" L INTEfWlR WAl..l..S; ST\.O ~ 2. ~ I &«.fl WAI...LQ NO.:i! a TOP PLATE9: 1'¥:)..2 4. 81...L PL.ATES: f'f£5Sl..fE TFEAlID N0.2 --t£AIJEI<> L -4· THO<: N0.2. NO.I SEL..i:cT wt-ERE EXPOSED 2. 5" ND 11-ICKm No.I 68..ECT C""8'T& L ALL PC8T8 NO.I D.Cl.<>-UMQ L G....lJ-1...AMl 11-W...L BE A~~ 2-4F--V4 AS ESTAflt.B-ED BY ll'E ~ NTTmJTE ~ TMlER o:tNSii'VC1lON. .v,o SHALL CCN'0ff.! TO n-E ~ OF TH: UB.C. ST At-l)AfCI 25-10 N-0 TO TI-£ FOI..J..O'WNG: Fb--2-400 KSL FoU-Eff .,:ti~ Fvslfl!Sptl, Esl600"X)Qpd. AACtllECl1.f\,t (!N£E. APf'EAl'W.-cE tt.N..ESS OTI-EIWIH: Ncrrm, EXTEFIOA , ~T~,o"m,~· f l'-k..;A TE OF NSPECTX:ltl TO Tt£ &..t..DNQ ~el~Y•G..8 NOTE: ALL ErK.ll:£0 u.t.eal TO BE NO. I 66.,ECT. 2. ALL FPIMN3 ,'NCtCft'3.. a.PS. STRAPS, H.~~ ETC. SHAU.. BE ~ J.1N,1.FACTUE) BY Tt£ 5M"80N COM'mY Ofl 8Y AN N'f'OC)VEO EQUAL 3. Mi'.XM..M UfRAM3J HCX..ES N TI-E Bl-EA i1+1G SHALL BE 3"' N CfMETER 00 hOT CUT SEYCt-D Tl-£ I.MTS OF Tl-£ OF'El'ffJ. 4. AU.. ~ 6HALl. o::.u=oFM J.J UB,.C. TABLE 25-0. SfE PLYWOCO SCtEDU.E FOR St£A n-a,,IQ MN. N,\LIG 1 m.) 3/0 [> tf>OE>M ffill'I-"' • V4'/UTE ~ EA. FACl: TT'P. :'+· 3/ ◄-C!-W.ftFI " ' • • 2 ! l , ' • V◄"SCE~TE W/Hl 3/◄ CV. Ma 0 A-A SECTION LJ£ CF RAFT. BEYC:W ~----. UE Cf J-E,1[:61 !IEAM BEYCW '-'i',---1 I-E.IJEI BEAM-t.OTOl TO AT ~TI MO eEM( POO<ET 5N.'3 < • ' • • • ~ ~ A ,. OJ< "' """""'™' VT n--K X ro.. ow.E1EI B«C!PU,T:E W/ CJ V2°00.' S" WEl.UDSTl.OS. (~)'4~1i;:s0 Z!1t).t,, )Jd& COie. ca.. WI 5 1'1 IE-™ SET VffiOCAI...L Y HIP TO BEAM & COL. 2B SCALE: I' = l'-0" EAVE i i ! 1v2· ~,,. SCALE, r O r-o· SYNTHST>: 9..ATE ·-.. J 6A 3 2D llM 00 WAU. """"" 1-.l-J.-------'~' V:2" ~-4· UG SO'£W EA. 2:l CEO< TYP. TOIW'IB\ EAVE • I I SCALE: 3/4'= r-o· ROOF PLAN SCALE: 1/ 4· = r-o· .de i I I " ' ' i :ea ' i :;it ' a. CEO.li. DO tfJT "'-"ELESSTtWI a'-o' FOClM HP 3A :JD I I i ' ,' ' I ~ ~ ~ IA ' ' 4 • ---• SA 2D ROOF FRM'G @ PEAK -PLAN VIEW SCALE : 1/2'= r-O" M-0 >f TU ~- 4C . R.ATDS'L,W/ '/5".qµ'Y ~~ of = 11+0 b • , b ·' T b • , 4A 3A FRAMING PLAN SCALE: 1/4. = r-o· i I I , ~l ,r-o· ~~f I I :.,I ·' I ~, I ~ ,., 5 A " !: ~ V4" WIT Pl.ATE W/ ._ 1213/4" DIA. MS. TYP, • 4A HIP BEAMS @ PEAK SA SCALE: I" = r-o· c I I ' "'' ·' I ·1 t, rl N, •. . . i=; .. lo . ~. ; ~-. " -·· ' ' .. · LlJ ~..,,. ~V8X10l . i 0 "I I l_ ~,sva,w , I t-OTE: All. BEAMS TO &E l..M«'-v.TED Al....,1,,9{>.N 'l'ELLOW CEDAR W/ !£SAWN FN5H WEA n-Efl Vni:. SEE Pl..»I NOTES ----T&G ffCCf= CE:O<NG TYP, ~---•b◄ STL ANGLE EA SOE OF RAFT. v2• • 3" LAG HTO I-EADER TI-FlJ BOLT TO RAFT. ct-W5ER COA'ER, OF ANGLE ,---n.E ROOf 0 -EAVE OOf' L---~L.EVEl~ L+-+---".c----FESAWN RAFTERS 0 n,, '----!h12 FESAWN BEAM <t> SC I<-------,-,,., IO" DIA. Pfl:CAST CQ-,IC, ~ a.ABONG\ADE r SEE LN-0. Pl.AN t:::;===~ : .; . . .· . :-; ·.•. . ' . .... ' . -· . l 6 COLOR/MATERIALS SCHEDULE TILE ROOF lSYN1l£TIC SLA TEJ 51.RRA.-St.ATE BY GAF COLOR: BLEt..o OF 4 COLORS TO 6E sa.ECTED BY AACHTECT, WOOO FRAlv1NG tvEMBERS COL.OR: T Al.PE OL YM>IC SOLID STAN PF.i:CAST CONC, COL LT. SAN)SLAST - SIEFflA CONC. DESIG'IIS CCl.00: SIEffiA STot-E "CARAl-lt:1." EXPOSED STEa COt-.l'ECTIONS l. HARDWARE SHOP PPM: PLUS lWO COATS C!X.OA: MATCH<§> NOTE: PROPER..Y PREPARE ALL SLflFACES FOR PAJNrnG PER~. AECOf,..-t..,Et-OATIONS. SEE SPECS FOR ADDITIONAL t-FOFlv\A TICN. ~T SAMUS FOR APPROVAL PREST At-I ALL WOOD BEFOf£ NST ALLING. PLAN NOTES l WEATI-ERVANE: 'BAI\N:.A" WITHOUT CUTOUTS. COPPER, •wv-GF..-B24 BY: WIND Ar-D WEATHER. MENDOCNO. CA. 800-922-9463 ROOFING CONTRACTOR TO PROVIDE ANY ADDITIONAL FLASHING PECUiRED TO MAKE ROOF WEATH::RP!iOOF. • COORDINATE INSTALLATION DETAIL AS REQUIRED 2. ALL FLASHING/ si-tT. MTi... ·To BE COPPER NO. RE"1Sl0NS/SUBMISSIONS NUNN ARCHITECTURE 31411 C.AYINO CAPISTRANO,,, STE, 300 SAN JUAN CAPISTRANO, ,;;/l,. 92675 714/493-2904 D FAX 714/493-2907 CONSULTANT SHIMA}/ & LASCOLA structural engineers 23682 blnr:her dnve, /ala, 1b,est, ca. 92630 (949)770-9967 PRO.ECT NAMc CANYON WATCH PARK INFORMATION KIOSK THE IRVINE COMP ANY DRAWN JOB NO. CHECKED SCALE: NOTED DATI1 9 8 98 DAT£ FRAMING DTL l • • r----------------------+-----------------------------------f-----------------------------------l~ITTTITLE: ELEVATION 4D SECTION SD l OF 1 SCALE, r e l'-o· 2D SCALE, 1/4" e r-o• SCALE: 1/4"' = r-o· 2 3 4 5 6 • ' ; . • A B C D J L A N D S C A P E ARCHITECTURE ERIKSSON • PETERS •THOMS . -., - . . PREPARED FOR: IRVINE COMMUNITY DEVELOPMENT COMPANY • ·-?.50 NEWPORT CENTER DRIVE NEWPORT BEACH, CA. '92660 ' ~ ~J,.4 (.; .. '1/~ • u E,-4. < ~ ~ z 0 1--1 0 ~ F"4 ~ ~ z 0 < u e:ef' ~ 0 ti; Q.. <( , I 3:0 ---r wU z INFORMATION KIOSK CANYON WATCH NO . ..... 92-510 ,_, 1 OF 1 .. DISTURBANCE NOTes ,--- CONTRACTOR SHA.LL ABIDE: BY THE FOLLOWING: 1. Avoid unnecessary driving in undistLlrbed areas: j 2. Do not remove brush except •,;here necessary; 5. Contact person for field complaints: Ranger, Bn.:ce Buchman at Laguna Niguel Park. Gerhard Bombe, Sr. Par% 6. Grading shall not be started ·,;ithout first notifying the County of Orange Grading Inspector. A pre-grade meeting on the site is required before start of grading with the following people present; GRADING IN WINDY CONDITIONS 1. Grading and excavation shall be halted during periods of high winds meeting the approval of the Manager, EMA, Development Services Grading Inspection Division. According to AQMP Measure E-4, high winds are defined as 30 mph or greater. This level occurs only under unusually PUBLIC PROPERTY ENCHROACHMl=NT PERMIT NO. 94-02026 RC 94-01611 HC h d f es coyotes snakes, 3, Do not harass 1s•ildlife sue as eer, ox , , owner, grading contractor, design civil engineer, soils engineer, geologist, (and any others e:xtreme conditions, such a.s Santa Ana wind conditions. (EIR 517, Section 4,8.31 elc. (hai:-assment includes shooting, U1ro~:ing rocks, etc,) required by the £IR and LCP) as well as a County-Certified Archaeologist and County-Certified SANlAA A ,~ ' 4. Installation of a wildlife watering facility in adjacent open space to mitigate the loss of the existing Paleontologist. ihe required i~5pections for grading shall be cxpl~ined ~t this meeting, PRECISE GRADING PERMIT NO .• GB "1.80;1.4~ . • , I , seasonal watering source. COMPLETE 5ET 51-1eer NO . INDEX OF SHEETS C:,RAVttJG, ,;er '°Jl,\1:.1:.r Mo. Description CJ .,.01(U11Uf£ lHO_O,. ,oc .. 110"""*' PRECISE GRADING PLANS G-2 G-3 G-4 G-5 G-6 2 TITLE SHEET GRADING SHEET GRADING SHEET lA,.o,tc.oco,,,.rY VICINITY MAP FOR 4 s EROSION CONTROL SHEET EROSION CONTROL SHEET N.TS. ANY H PARK BENCH MARK: N£wPORT CENTER HJLt.s LOCATION MAP N.T.S. BASIS OF El CAPITAN OR. J PROJECT SITE BEARINGS: CONCEPTION WAY \lo~00----t--1 ' ,. n. H l..ll ..,erk sl1.:,ll he rn .i<CCQrd..,,:cc u:th LI><: Gr.>dir.<; Ccdc ot thc OJ=t1• of Oun-;<! .u1<! .u:y opeco.il n:quirc<>cnto ct t!:c p<::r.:dt. /, copy of thr Crac!1r.9 C:c<!c ._-,,c! /1.im.i.l! ohJ.11 be ,.,t .. :.r:eo! or. t:lu, job •ire '"hlle work l!< en pro<Jr<!•!< 1.1,~r. :ehrce1cc<! '"' t.l1r pl=.,;. • copy af ,• sr .. :1<!..,rd Pl.u::s sit.ill .,Jso t,c :"t.:irned ci, e.'l.-•He t'ft(\} Grao.!:.r:g oh.>.li o.;l !;c •t.:,ned ,.,t!ie>ul :1e-sL nct:a!yrn,; rt:c DiscncL Grac!1r.9 l,i,;p.-ctcc:-;, ,i«<·•Jrac,,,c; m,~t,,,c; or: the oae c~ :-o:~,rc~ l>ctcn, ,;tart;. of g:::.:id:..,:s "HI: etc toll,.,.,,c.g pca;,lc pn, • .,.,,. o.,n~r. Grat'.:....,<; C:onc :;:ac<cr, Pe,; ''.a"· c, ,•,l l::><;»>e or • So:, i • F.:g ,neer . i:r.,; c:ic.-rl..'1', G<cclog,~t:. Ouc:,ct Gra<!;,og :r.spccror .,_,,c ,.1,en aq,.,ar.,C: Ule ;uc!:ao.:ctog,oc J..'1~ f'.:i~o.:c:,coLc-;,,.t. -;-:, .. ~<"'<n:::<cC: :..""!t:;,cc'Ci1.rns toe gra<'.,~.;; ..,,l~ b~ "-'"',]l•"'"',! .i< C:"'-~.e~t.:=eg .,:,,, -•~-.,p;,,~---~-.: ~<:,,:.-u: t.!:.• -~r.,c:.~.g ~:;.;.., •·c,i, '" '" ;i:·:::;,·c::::.. ~:::e!:.c-.:..-,:,:c-: r~s'. ~,:,·. -~•·•.,le:,:,-rc;:c:c-:;~ ,,:::: .J.!~ cub::cqc.e<ct. .:iep,:o,•cd b:,-•J r.uc.·i:.~.g ~ec,:.c:,. are cc:i:::.de,:c,~ a p.n--;: <_,radir.g pl=. l'V_.;..t =e;,c<t5 ,\~ a~ t:C:ee .i;:p:cew,<! The Soil ~-gi.::ee::: dI'.<! Z.:,g:.,,.e~r:..""!,:; Geologist ~b.J.~l pe:::fo= su!!icie::11: i.:,.spect:ic,:i."' i.:ld b~ .. .,,"lable <:hl!:"ing grac.ing a.r.d to.-ist:.-i.icti= to v.arify ~""'t'li=ee<> wit=. "-"" pl=~. ~e.cif,"_c3tic= =d lc.b"-code, wit~-, ~!,cir ('llJ:Vie..,. -:1:e civil. E:9Ul•e.:: s.l:.:tll be a.vil.l.l.Wle 6=::..:,.,,-~t!.i.:::.g to COft?li.:u.ce "it.!l tl::ce pla.""!s. spcc:.!ic.inc::5, cede. a::C .\:ly ~::di::ioos ot i:.~e p"nuc wi.t!l.!.::. t!:.d.r purr-"". vcr..fy special -rte So:.l =gi:,eer and E,J~ee=-'--"S G<:olo,:;i:a:. ol:.:!.ll, a.t:t:e,:-de&rii::-;r ""'c! p:::ia:c co t!:.e pL>c=ent: o~ E.l.J. i:l c=yc::.~, ~cc:. ea<:!,. cirryo,:: for a=as of a<!ve:cse :st:tliilicy a:r:,c! to c!ctc=illc t:!c.c ~3== me· a.bsenc" of s1'!>surlace wat::e.:c or ,;pr-----"S tlou. I! ,:;,cdcd, ,.ubdr.,.i= will be Ce!a<pl.cd And ccnst::ruc,:ed pr:.or co· ~e platem=t cf fill. 1Il e.at:;h :::c,q,cccivP, c:r.:rycc • S~..,.;.n om:.lots sha!.l be cc:c;,l,cte,! .;,: t.!.1" b,:g:.m:.ir-9 ot t.l>e s,;,~G.r":." COllStC""JCt:100 the exa::i: loc.:,tion of the 5ubdrain~ slla.U he ourvey,;:<! i.n the fietd fo:, lu,e/g:,~rle, .u,d shc-.m or • .:tt:•gt"a~,! plans ~o.:is t<l cece:.ve E1ll sh.:tll be prap,::r!y propne,! a.""!c! .:ip.araved u, ,,ritinq t,y ch-, Sod 1:-'><;,Uleer anc! the 'luilc!in.g Officul .anor ta pldci"'J fill !'i~l/: shJll be b~nc!,co ,o::o ,competent =t:ed . .:tl per ,\ St.:tnC.>td i'l-1.n 1:0. D22 All e~!st:..'>g f~ll~ sb~ll !>e ~pp,-ovPd by the 6u1ld1nq Of!1c:.dl er re~ov~rl prior to plaC:..'>g .:tddH.1on;,.l t,lls ,·,l!s ~b~! l be CO"',)·""""" t!,"C'-'",llO'-'C ~" ~ minfo·.un at 9G\ =cl.>t!1·e co:::;r.>cC!cn. -'-ggr.,g:ice n.:r.~e tor asr-~..:ilte<:: .i,:eas sh.:r.11 be cce::;i.ic,:ed mc::.i.1'1".:...,_ a! ~S\ rcl.i-::!,·~ c<:1:,;;,~c:";~O" ~-3.X!ceu:n o!e.n5ity sh.ill ~e o!ece=,cnco! by Uni~o= 5u!lCL"'c'l CoCe St3r.C..'.ln:: tlo 70-l er A,:p:-<:1•,ed C',.llV'11e.~:: -11:c! !!elrl ,!er.:::lt:Y by U:,,to= ll.U!lc!!~<; C::de 5t3nC.,.:-<! Ila o~ a,;,p,ove(j ~<,-Ul.,,.~l,:,,:t:. 7 0 • 1 T.B.M., CENTERLINE INTERSECTJON WELL MONUMENT FOR SPYGLASS Hill ROAD AT SAN JOAQUIN HILLS ROAD STA. 127+54.75 TOP OF BRASS CAP BEARINGS SHOWN HEREON ARE BASED UPON A CALCULATED LINE BETWEEN FOUND GPS MONUMENT NOS. 4595 ANO 0370 BEING NORTH 37"36'41" EAST: SAID MONUMENTS BEING SHOWN ON RECORD OF SURVEY NO. 91-1093 AS FILED IN BOOK 134, PAGES 28 • 32 OF RECORD OF SURVEYS, RECORDS OF ORANGE COUNTY, CALIFORNIA, ELEV. 415.915 M.S.L. UTILITY SO. CALIF. EDISON PACIFIC BELL TELEPHONE SO. CALIF. GAS CO. METROPOLITAN WATER DISTRICT IRVINE RANCH WATER DISTRICT UNDERGROUND SERVICE ALERT PHONE NO. (714) 859-5253 (714) 966-6216 (714) 634-3106 (714)250-6000 (714) 833-1223 1 (800)422-4133 GEOTECHNICAL CONSULTANT: CRU. TOLL FREE 1-800-422-4133 BEFORE YOO D Ill GEOSOILS INC. 1446 EAST CHESTNUT AVENUE SANTA ANA, CA 92701 (714) 647-0277 CONTACT: MR. TED RIDDELL OWNER: THE IRVINE COMPANY 550 p .0. NEWPORT CENTER DRIVE BOX 1 NEWPORT BEACH, (71 4) 720 -2379 CONTACT PERSON: C.t... 92658-8904 NORM WITT JOHN ARVlN, RC[ 5J059 TRACT NO. 14509 (LOT 21) PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AHO LOCATION Of .ANY UHOERGROUHO UTILITIES OR STRUCTURES SHOWN ON THESE PLAHS ARE OBTAINEO BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE HO EXISTING UTILITIES EXCEPT THOSE SHOWN OH THIS PLAN. THE CONTRACTOR IS REOufRED ro TAKE All PRECAUTIONARY IJEASUAES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. "ANO IS RESPONS16LE FOR THE PROTECTION OF. AND ANY OAMAm TO THOSE LINES OR STRUCTURES. l7. rn. " " 25. "· ". ' a.,~ ,1:,..; ~cl! s'.c,:~s: ,;!,.,!: !;,. ~~ sc,,cpe!" c!l~n : face !co:-:~o::i~.,2 :o ,_,,., _.,._.~c.::il 1: :l ;,:_ c-~c ~lcpo,:, '''"''" i,,, ,:,.-,,,c::.,,_;at."" .ov:.~ ,Ou:,:.:,'i ~'"' ,,:'::er sc·.'.!.:ceig ~y ,:.,· O.:-.:,:.::u,:s·:.:c-:, ,.;,,c:!c,_,,~:. '·" ,:•.,t.,,r-:-::~ . .-, ,: .:t:i;-· ::le;,., ::::a!l~l!t:y ;i:cbl"c: ,,.~cs:.~ i;!;c;"!" cxc.w.,~:.c:: c~::clci:'-' .,e,y guclos:.c:;,l t .. ,:~~,!:: o~ ;,,,::e:o~c:,1 -;<eclo-:;,c:cl t:..i::.:.,c; •. ::::c ?.n<,:.::uc:-!.n<, Guolc,;:s::~. ::t:.3ll ::t!!oc::.:; :::cccm.c:,oc<: :;,:,,a,::e~., ::ci :.!cc, 5u:.lo!:.ng o~~;."'"~ fo,: -•r~ro,•al. "'loc:-c ouppar,:. o:-l;u:;:;:,,:::,ai.,:;g of C'-lt: ,i::,! :.o.c=:il slope:: is dcte:;:u.ned ti, be cecc~::":::y b'/ t..'1.c E:::gi.nce:-i.D.gc Geolog:.5t =ct Soll ~i.:lee::c, t.!le 5011 E::is:.:iec.-st..'.>ll s1.1..",,.ic <'.e::iqn, lo=t:io= and c;ilc:ulat:icm, t:o t!:,e Duildi.""!•; Of!icitl prio:-to const:::uccion. The E:::lg..,..,ering Geologist: and SOL! E:n<;ineer ::1.111. i=p«c,:-~nd =1:1crol t.hoe cmrst:uct:io:: of ct:e but:=e::s~ and c,,:r;t:ify to tb.e. ::cal::lilii:y cf the ,.lcpe a::d adJaeenc s==.s upo:i. co:i:;:,let;.;.<m. ~1:1= C'~t pad,; .. ..., ~,:aught: tc ,:,ea:c grade, t::he Engi.i:.e"r-'-""!g Geolo,;isc ::h.1.l.l. c!ece..--:ni!le l.f t!,.e b.:d.::ccl:. is exc=i.,..,ly L=ceured or faul.t:crl .1r.d wL!.J. readi..ly tr;iru;::ri_t W"at,u:-. r! con:::1.dered nece,m.:icy by che EI,.g:,_necr-'..ng-Cealc,gi:a: and Soil Engl.Deer, .:r. <:omp::iceed fill blank;ee ~ill be pLr.ce.d. All tt=c.'1. back~ills Sh-1.ll be, tested =<'. Approved. by the So_il En<;:.neer pc:: t!,e Grading (;ode. ;.,,y =ssn.'>g 1::--:;-,,;aticn ll.i,e.~ Ard c:.st"r=r sb.ll.l be n;,=ved or =lied = ~l~~" Mid Appr"ved by u.~ ac1i1d:i.ns Offic1al and Soil E:nq:.nce,· /4ly--:.>:l.~t1.:.1g ".:tter =11,:: Sh.ill b,:, -lll.wdcoed in C""'i'li.>ncc "l.t:I\ the specific.:r.tio,:s •r.p=vcd by ~=9" <.".011.""!"'f, lkaleb C.:r.re. Ag~n:y, and Divisi.on of Er.vi::o.-.-c.ental H".:r.lth. M::-.,_x,st..ng cc:;spocl.s and seµcic t.-.nlss sh .. 11 :,c abandoned in compha.nce "l.C.'l e.!le Oni(om Plumbi.r,g Code ec, ebe a.pprov.:il of iJV--V /Eu:.lding l.nspect:i.an. Stcck;>cll.ng o! e~cess <l\.'.lt:e.ri.il sh.ill be •P?<OVO!d by t:he Bt.tild>n9 offic,al pr1or ro =cavaeian. C<pu="r:. sod m'1st: be ta-.i,.sported to .> legal. dur.,p rir apprcv.,_d by t~e 01i:trice Cra,!i:,q l.nspettor ":toe per.-.cttce shall ccm;,ly ><:.th thc Gr.1d~ng Cade ::-e~ire.,e.ncs fo,· haul rcut.eo -..heco ~n e>:cecc a( ~.000 c-.:bic y.:r.:-rl" <if e.s:::th is c:car.S?Crcr,! ta c::-!::-""' ~ per::-.ittcd site on p!!bl~c :coac.,.._,.yc. t.1n<ic "'" :,,::Jc:..-:,;c p:-,c:-t:a be-,:.:,n~n'c P,<ca.va,:,.c:,,c ~h,c!1 ·"'Y aEcct '-~" ace:-"-,>:,c •=:.:icc-e O'-'Of>C::-,O o! ,o!.c ac:;oL-::..-io;, ::re;>~:-;:•; T!,c notic• ::;::.C,~l s:C~<:.: c!:e :..-::c:-:o!cd <:er,::.~ a:' C>:c.>v~i::.a:, _.,,,; ,.-he,: :i,,, «.~c.:;:,•.1c:c~ s.ollC cc=.c.-:c" 7.".e a<:.;oinl.:lS, o~·ner cl:Jll be: 'll~ow:C: ,>c lease JO o..::c: ,c~cc:::c!:lc ~c"ec,o r.:: t~c r.cc-r.,>,Clce! ;:rc,or,r"::y co p~<0-Cec::. !".Cc. :.::.::-~cc·a::-c. ,! !,c "" Ccn:.:::e5. u.·::ics:: c~~c~-..-o,:e prctccceC b"; :..:i~. l..ll <;so,::crr.ec ot:i.ic::=c• el-.at coa-.c UC ton-;;acc wi,;~ the o.:,-sltc soil,;; st.all be ccn:::t::-.1eced wii:l::c rype V ce::=t. =lo,:s dee.-.ed =eceosary by sal\O!lle su.l;,!J.a.to,c:ar.t=i: te::,:;s con<:!.ucteC by the Soil. Er.sine.e:c. Slopes =ceed.in9 S feet in height: ,;.hall be plantccd "1.t.b u: Approved pl=t """"":cial. I::i .. ddition, slop-.s exceeding LS fe<et i::, heisllc sbtll. b<! ;,r,e,,-',Ced with. = .1.pproved irri.g.,.ei-:i: oy,:;,;er,., •cles:i ac!lc..-..ine aFP,::,,ved by t!ie B.uil.d.il>g" Ofilcial.. All e,;i,;ti.c.g d..-ai.n.ase r.au.r::es th..>uug!o this site ~h.>.11 re=G a;,os.-i =til facilit:~<!S to 11.>u!.le :;ton,,.;acer a..--.:, ~Fr-roved .and t,,,,c::i.a=l; ti<:1.1e.ve.r. i.c a.r,y case, tlce pc=i,;tee sh.tl.l be hdd liable for -u:;.y d.:1=9e Cuc to obst::-.u:ti.cs =tc.iral. <L--:tl=sc L'at.t:e=. S.:ul-it.ary ta.dlitie:. :ib..1..l.l. be =inc:::ui:.ed o::i t!le ,r,t::e. Tl:.e toc:u:loi;. ;aiid protection of all. utili.ciex i.s tte t<espoll.!lihil.ity of c.he pen>itcee. ;.pprcveC p:rntec::~,·e <c.east.t:::co on<! t,:,rr.p<>~"-r"/ d:::-a:i.::,age ~rnv:.s1cr,\;. use~ ta pratec~ adJair.in":, p:-opcn:i-,s du.,::i::.g" g,:-,tdi::g. ·-·------------=~::-· CIVIL DATE ENGINEERING LANO SURVEYING 1100 S, COAST HW~ .. #211 LAGUNA BEACH, CA 92ti!:.~ PH, 949-376-6407 FAX, 949-376-6417 I l7. '"· ... G".1.<'.in,; opeueia= i=cludins m.rinte:u..ttce af "'-".1.pmc.:it ,..ii:Jain o,:c-b.ol! <11ile c,f " t\111"->n "",;up.,ncy ::hall. no,: be. ccoductcd bet:.,,ccn t.l>.e hrnu::; cf o P·"'· .ind 7 J.m. C.:iily, on !:unrl.a.y or en • Fed.,r.il Hobday. \I\) kll <:ons"ruccion vebidc:s c:r equipment, fixed or mab1k, oper.ltcc! withir, 1,000• c! a. .!.=ll.i.ng shall be equipped wi.ch prcp,:,rly cp,:,ratino, ,,-.rl cr.ai.ntained ,oruf!lc:e-s (Ill All <>pe.utions sh.:r.H corr.ply uich or.uigc County eoc!;fied Onl.u,an.-:e Divbior. 6 (lloue eor.croll. {Cl Stod:;al,ng pnct,"ablc anC/or vch1clc 5tAqi.ng arMs shall b<." lo~~~cd .is for "" trorn dwelling:; a.nd w1ebin th~ u. .... it,; o~ <.1r-1d,ng pe=.t. Guc!ing anc: cxc.iva;:,on ,1ull be h.-ilted CUJ:ll1S' p~r::.od~ cl hlgr . ..-i.ntl5 :,ccordi:ig ca AQMJ:: Measure F-~, h.>g~ ~·in<!s a,c d<!fir.cd "s JO HPI! a.- <,:C3<:er. Th:.s level occm·s only u.idc:, t.t.'>usu.1lly .-..xc~emc ccr,C.it~cns. sU:c.!i .1:: Santa /.:la Wind ~onditiar.s. • .:..Sphalt scct,cor,s c.nJSt =• ,>c:. Co<!e. ;:./E. Drl,·es i· ;:,/c eve::-10· ICc= ~a:-;,;:.ng stalls ~ J• Mc ove:-6" 12" {b,!u~t:rl.31) C::-: P:-;.<:, ta sccc::.c,o :ce==,:,:c,O~;;:.,;::s b~scC c:: •;-_, 001.!.o, ar.d c,:pecc~<! t:a!tic .:-.<:ices "J.,_l.uc .:..spi:.,!: cc,;,cc:,ccc 2!:a!! ~u <:c::::.t::-~cccC ;:,:,:-e.~,, :-C<,'-'i:C-'-":C,er.e, of PFi(.V !.~=~d Pla."": :;o. 160~. t'f,t9 ;.gg,:e-,ate base scctic::. sl:.a.11 be. co:rn:::::uc::cC µer .-, St:arn!a::t: )Oo. 180<. Roof gui:t=:r shall be inst:a.l.led ta prevent ro<;f drainage fro,:,, f.r .. l.l::.ng o:, =ufaccured slcpes. The Civil c:o<;ineer, as .1. condit::ian of rougb g-r-,.d<: apprc..-al. shall. p~e a blu.e cop ,,i.t.!:,. acccm.,=yin!, wi.=ess s=ke. set at: t!>e cec:.te:c of e.'.le.!!. ;,ad ,:,,fle.cti.:,.,, t!,.c pad elevat::1c:, fer preci:;<, ptr<Oits !U1d a blue top .,1,:h "it:.ess ,a,:U.e set: at the ~in.age swale. hio,b. poi.Ill'. =flecd.:::g t!:.e :U.gb. point olev:a.ti= to::: l':::cliroina:::-/ l'<mti.ts. P:r:ior-to fir.3.J. ap;,roval. c.he Civil £:i,;..ne= sball cereify tc t:he 8uil.ai!l.<; Offici.:r.l t:hc. a:<CWlt of =-..--t:h r-..oved. durin.g the g~cil:.g o;,e...--.ici.=. The £ngi,,eedm:, G~clogist: sha.l.l pec!a= >°"riodic i.::Ispect::io::s a.ne. sttlmi.c .. cc,q,l~,::e. repo= .ind '"-'P upcu cc~leti.O<l a~ the rough g.,,ci:::.g, r.ie Grad:,.ng Con~rActo'.: st.:111 suh:i.:.t a state:nent appn,ve<::. G=d=,; n.ur prior,-= tir.al ,.pp=n-:.rl, cf ccmpllance to tl'.e The. ccmp.,..cci.a:i. rcpon:. a.i:c! Approval fro1:1 c.'lc Soil i:nsinecr sb.al.l. indica.t<e tile t;y'p,t of Held t:e~ci:!g p.,,rt'o=cd. The O".Ctbcd of obtair.ing chc i.n•p!ace dens icy ,;Mll he iduccit"ied .,!u:tbcr sand con", drive ri"9', a-,:-nucl=r, and sl--'ll be not .. d for c.a.cb to,~t. Sufficient: m.1.Xl.""1rn density deterrn:.n~eiano sh.:r.ll be pocrfr,=cd to ve,;-i!y the accurac:-1 of t~e. ma:,:iJour:, d~noity curves used by thc l'ield 1:ech.:iic:ian. rn the. event "hat soil c:cntamir..1tion i.:; discoverml d'1rrns ,cxcc.iv:icion and re.,.,val of A:t oxi.sdng t;Ank, work shall. be si:appcd ur.e:.l a :::,.co:, as,aes""'~"~ ,u,d r:i:.ti~ac;or. plan hAs been prep~,:c<!, s~iu~.c! And 4r,pn>ved by HC:,./1:nvi::oe-.ocotal l!<>.<h a.11d Dll'./G,::'1d..in5. ". E:quip,,--<!::t "'"" 1.1e.rke,·:; fc:e-em::ge.~.ct "0:-k sl:.:,.ll be ,r..:iC:e ava;.la.trlc a.t all tir..cn ¢ur,nc 1::,c :-a.::.~y nea.~<m. llccensa::-1 r..,.te.:,i,lln shall be. a.v.iiia.ble "" nae .1nC • stcc':.;,,:cc .. t c,;~vec.cent loeauc::o :;.c: ~ac,,Lt.ate :-ap,C c~ ca.c~ "'"~k:::,-; '"' sha,l: '"' ;.!!:er a ra:.::::ta=, aE "il::. a::C Cc.b::i:; sb..ll be :,~r..c,·e:i !::o::, si::cct::, c~ed::. bi!=-" a::.d ::a"::.=. G::ad<>.d a:c-c.1.0 o:i. the pc=ted . .1.rea. pc:r:i::,etcr =t:: dr.1.i.o a,.,ay t":cci t..~c ~ace cf slope,. .i.e tllc c=cl,..;.io:: cf eac!,. ,,_..,ri,,:;,nq d.>.y. Dra.i:.agc is ta be, C.:.:ected c,:,.,ar,;! dcsllt:ir.g fAcil:it::ic..s. nre p~=itt:<:c a.ru! =t=c!:"m:, shall b" respo=ril,le: .a.:,d sl:.al.l. ca.l<;., aecena.ry pr..cauticr~ to p~=t public: e:,,spa:s:>: ,;:ta ~a.:i wbe:,e ir.:;:o=<!ed wate:: c:eates a 'c-,.za.,::dou:; conditiao.. The pc:,,i.iccee .a.no! coctr-:i.ct:01: ollal.L i.n,ape<:::. !:!le e....-.::;i<>:l coll=!. ,;orl<; and i=u...-e t!la::. ch<: '-'C:f: 1.::: i.::i. .iccat:dance wit.b t:l:.e apJilrcrv,:,d pl=. Th" Pe=itt:ce 3b.all notify .tl.l 9'"11"-r.ll =n=.icco=, su.bco:;c==crs, i:ia,::or::. .. l. s,ep,,lie::-s, le,ssoes, ar.d p=P"-=Y c""1.,ro t.bac du:opir.g cf ch"m.!.C3l~ u:reo tto s::c:cr:, dr"i:,. "YSCem or t:l:.e "."atcrsh:d is prclli!l1ted. PerOliecc<\ sb.a!.l. ~.o:i,:,tilin constt<.ction "ice 1,::, ,-ucl:,. a ccnd.:..tion cll.>.c .:r.n an<:icip-1te<i ot:or:n d=s not c.crry-w:1oces oc pol.l.ut;:,nts off t:..'le s.1.ee. l'Ot"-lltial pallue;uie:; irlcl.udc bu<:..,,::,, noc lil!\it:ed t::a: ,;alic! er liquid chemical spill~; "ilstc:: free:, paint,:, st:.ains, sc.1.l=c::;, glu~s, l1me~. pc!.ticiCes. ~-<erbitiCcs. "ood pr~:;e:cvativM And solvents; asbestos fil,crs. pa.int flakes or stucco trag10e.nts; f'-'cls, oils, lubticanc:: . .tnd bytlra\llic, rildi.:r.c<l.-or b.:r.ttery nuic!s: Eer-cili.:e:cs. v,ollicl.•/~qui?me.-'lt: ".1sll uater and =~nc::-cte wAsb watcec; CO<lC::-ei:c, dccer,gc.."1.t or floao.hle .,ast:cs; "3St:c= frcr:i any e::gi..'>e/<,quipt:ie::c si:e.a1:1 clear.~9 ur chemic.1.l desrca~ing, and superchlorinateo!. potahle uator l:u,e flush:ngs. Ouri::-. con!it:::uctlcn. pcrni:'..ttee shall <iisposc ot su~h ;,,aco:,rh)s ir," a spcc~!icc! and ccr,t::-ollcc! tc"'?arar,• .uca. cc,-s;te, pl,ysicAlly ,.,parat:erl from ?C~enti..,l stoc=.,a~er ""-,cf~ . .,,th ul~ir...:,,:<, disposal in ac~orda.""!ce w::.tl:: :ocal. ::t;ice ,r.c! f,:,der3l •~qu,:,ec.,,s!lt~ ~f!=~ttee """"Y c!»c:: .. =gc, r..itcr~;;.l <>t~e: :h.,.n st:a=w.icec only ,..,.~n r.ece~s~.-y !a:-r.c~!a:-::-..:itccc ill\~ C<l:c,>let:.an o! conot:uc::,on praccsce.s """ utc:,e c.~er Cc not· c,u;ce o,: cc,.,c::::c.!;,:,:c ~" a .,,olae,or. of =r ~·a::cr <o.:.J.l~cy o:ancac<:. c,,u,;.e or th=eascrr :o cau:;e poll'-'c~c::, conumcr.~tio~ .. 0~ c:~:s.1.t,cc; ,::,c c~::cacn ~ hi:;;.:cc'-'S s=st=cc on a c,~a:,c:.c•; :e.,icna.ble :,c:: co:,::;:;:;.r.,:.:iucC s:-c·.::o<:!"atc: :,:,-:;.;:.:::c= ,:; ::uc~c:,a~ eol:.~c,.,,t [l;,;.ci:i~s" ;;l~::,:.:,~c:c=-. !.;-rote::-. re=~-~:: (:cc-. t!o,, ces~~c:::.,·" ,;:.ice ?.e-;,:c,oal """"-" SFEC:.:..:. l!OTE: •su::-,ey ="-==,;s sl'..:ill be p::eo,:,r-,e~ =<: ::efe::c.o.ccd bcfo::e ca=t::-.!<:t.ia,:, and ::,eplaccd a!tor c<>=t:::m:t1c:: 2=~'-'=t ea 5ec::!.on.""! 8771. of t!ie su.,::::.ness and ~=!eu:.c:ns Cade.' CONSTRUCTION NOTES 0 0 0 0 © © 0 ® @ @ @ @ @ @ @ @ CONSTRUCT S!OEWALK PER APPROVED LANDSCAPE PLANS. CONSTRUCT INLET PER OETAJ L A ON SHEET G-4 CONSTRUCT PVC PIPE, SCHEDULE 10 !SIZE PER PLAN) PROTECT IN PLAl'.t. PROVIDE AND PLACE SANDBAGS PER OCEMA STD. 1318. RELOCATE SIDEWALK. EXISTING TRAFFIC SIGNAL PULL BOX· TO LOCATION WITHIN NEW REMOVE EXISTING EXPANSIDN JOINT. S !OEWALK. REMOVALS SHALL BE COMPLETED TD NEAF.EST JOIN EXISTING CURB ANO GUTTER. JOIN EXISTING SIDEWALK. CONNECT PVC PIPE TO BACK OF EXISTING CATCH BASIN PER DETAIL 8 OIi SHEET G-4 REFER TO APPROVED LANDSCAPE PLAHS. CONSTRUCT TYPE "P.2-6" CURB AND GUTTER PER APIIA STD. ,,,_ ~~ CONSTRUCT 3" WIDE, ~STRIPE. 120-0-0C (PER 1994 PUBLIC WORK STANDARD) CONSTRUCT PAVEMENT SECTION PER RECOMMENDATION Of SOILS ENGIHEER. CONSTRUCT CROSS-GUTTER PER DETAIL CON SHEET G-4. SAWCUT AND CONSTRUCT l' WIDE DEEP-LIFT A.C. INSTALL R41 SIGN (RIGHT TURN ONLY). CONSTRUCT "AJ-6" CURB PER APWA STD 120-0-0C (PER 1994 PUBLIC WORK STANDARD) INSTALL R99 SIGN (HANDICAP PARKING ONLY). PAINT PAVEMENT PER TITLE 24 REQUIREMtNTS. CONST. HANDICAP RAMP PER DETAIL B ON SHT. G-3. TRANSITION CURB FACE FROM 8" TO 6". INSTALL Fl I SIGN ( 00 NOT ENTER). EARTHWORK QUANTITIES SEE SHEET G-3 FOR NOTES AS REQUIRED BY RESOURCE MANAGEMENT PLAN. RAW CUT: 1,500 CY RAW FILL: 6,600 CY L A N D S C A P E ARCHITECTURE 1 31872 Cilmino Cilpislrano Snn Juan Cnpistrano, Ca. 92675 (9~9) 661•7127 1 1214 East Green Street Pasadcn:;i, California 91106 (818) 795-200S -0- 0 ,0., 0 -x-x- [ j I! ! j ! POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE SYMBOL POWER POLE ANCHOR MONUMENT FENCE BLOCK WALL TREE SHRUBBERY ASPHALT PAVEMENT BRICK WALL i: LEGEND ----- --s-- --w- --G- --E- -TEL- -TV- -SP- THE fARTHWORJ< QUART IT! ES SHOWN ARE FOR P£RHIT PURPOSES Olll Y. CONTRACTOR SHALL VERIFY QUl\lfl!TIES PRIOR TO CONSTRUCTION. CONCRETE BUILDING EXISTING CONSTRUCTION NEW CONSTRUCTION CENTERLINE SEWER LINE WATER LINE GAS LINE POWERLINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM STREET LIGHT SITE ADDRESS: 21692 SAN JOAQUIN HILLS ROAD PR[CIS[ GRADING PLANS CANYON WATCH PARK TRACT NO. 14509 IN TH[ UNINCORPORATED TERRITORY OF ORANGE COUNTY, CALIFORNIA OF G-2 L....!'>WH U 24 5 . ' ' I l --...:..:;;__ --------- : / i Pt.i.Jji!NC ARE'A ~-, I , -/ \ ' ' / SEE NOi! 6 )SEC 3106.A(e)!O I CASE G 1 I I I [ , o\.PFRox.. v~· dcEPr ,!,.f'PliOX. 1-1/t! ON SLOPING FO~O~ Of P.AMP. l ' . \ - 1 · -. ----_ •. --1 -• --\ -:-·•·.·.·•.•I• \ -. r-11_,; ••.•. -... • -1 •. ' •.; •.• •-1-· \ -I GROOVING bETAIL ' CASE fl \ -. ' ' . ·----.:---- ' ' .. ; -... \ • \- I ' / i ' ' -- \ GAN JOAQU/N flll!S RO. -• _,. SECTION -NTS CB ··-......:...--...' / ! I / \ / I \ \ \ \ \ . ,.--· "/ I I \ \ • \ ' \ \-'\ \ [ , I ! / ,/ / i / _;,( / \ \ \ \_ \ ·, ) /_ ' \ \ \ . i ' ,·''' ' I I \ '·Notes'- cau Undergrou;;·d·AJ~rt to verify all exi;iing __ :t_t_~l_i_~i~~-on the si_~~-J:>:ior ---------.... to any_ site grading. ----\ \ • \_Gradin£"\rnd excavalion shali.be-haJt_ed during periods of high winds \ --ineeting the·app_roval of the Managet/EMA_, _Development Services • ·\ ·._ Giading_Insp~ctiOn--Q~visim~. A1.:corping to AQMP--M~~-~-~~e F-;4, high \, ·winds.are defined as 30·1lJ:-P-h. or greater. This level occurs··only-·-·· .. \ Under Unusually extrerne i::ondt~ions, such as Santa Ana wind \ cm·1ditionS>.(EIR 517, Section 4.8."3Y,· .. ____ _ . , .. ' . • ,• • 0 -.. ,..:•·_ ...... I ------- ---------- 584 5B3,0 FS SE.Pe.i::..-4-rc· P7...A,J __ /,,.. ---S"/ o_ =-------.._ ----...._____,,_--_-=--~--------.-.,-----""----'---,-_--, __ =--~--------.,.,,--,,c----_-,-_--~-,----, El\:RTHWQRKCAT:C1JJ:ATIONS': ---=-____ .. ----· ·---.._______ ' --.-----··" ------.:-------------------- RAW CUT ·-___ --·-· ----1;500 CY-· ... --·-RAWFiLL-6,6DOCY • _ .. -------- .-- (ALL FILL MATERIAL SHALL BE IMEORcTED'fOPSCIL) .-·····------ -NOTES:· • -------- I FS SB,S,q FL I-If I I CONSTRUCTION NOTES \ \ -Au c;~slructio~ Vehicle; or equipm~nt, fixed or mobile,-~perated-- witbin 1Dbo feet of a··dwclljng shall be equipped with properly L THE ABOVE QUAN1:If1ES-ARE Ftiif PERMiT AND BONDING PURPOSES ONLY. THE CQNTRACTORS'f!ALL BE RESPONSIBLE FOR CALCULA_IINGllARTHW0RKVOtUME~. _ "PRIOR TO BIDDING. ANY COSTS FOR IJ.!;iTRlBBTINGEXCESS §(:)IL ANDJQ_~ IMPORTING- G) ® G) © CD ® 0 ® CB @ @ @ ® @ @ @ @ @ @ @) ® CONSTRUCT SIDEWALK PER APPROVED LANDSCAPE PLANS. CONSTRUCT INLET PER DETAIL A Oil SHEET G-4: CONSTRUCT PVC PIPE, SCHEDULE 40 SIZE PER PLAN PROTECT IN PLACE. PROVIDE AND PLACE SANDBAGS PER OCEHA STD. 1328. RELOCATE EXISTING TRAFFIC SIGNAL PULL BOX TO LOCATION WITHIN NEW SIDEWALK. REMOVE EXISTING SIDEWALK. EXPANSION JOINT, REMOVALS SHALL BE COMPLETED TO NEAREST JOIN EXISTING CURB AND GUTTER. JOIN EXISTING SIDEWALK. CONNECT PVC PIPE TO BACK OF EXISTING CATCH BASIN PER DETAIL B ON SHEET G-4 REFER TO APPROVED LANDSCAPE PLANS. \1-b-\·OC. CONSTRUCT TYPE "A2-¢ AND GUTTER PER f'c~? STD~#,D=•'l~:.!N::1.,-..• ... ,_:_:~ .,.;. ·; _____ ,; ·_ I - CONSTRUCT 3" WIDE, STRIPE. •• -· CONSTRUCT PAVEMENT SECTION PER RECOMMENDATION OF SOILS ENGINEER. CONSTRUCT CROSS-GUTTER PER DETAIL CON SHEET G·4 SAWCUT AND CONSTRUCT l' WIDE DEEP-LIFT A.C. INSTALL R41 SIGN (RIGHT TURN ONLY). • •• • 120-1-oc,. _ . _ .... _ CONSTRUCT "Al-6" CURB PER ?rl'-\>STD.iJ,f" •. ~-'.· --_ .. ..... -.•• i _,._. , INSTALL R99 SIGN (HANDICAP.PARKING OllLY). PAINT PAVEMENT PER TITLE 24 REQUIREMENTS. CONST. HANDICAP RAMP PEH DETAILS ON SHT. G·:'> TRANSITION CURB FACE FROM B" TD_6_:._ ________ ._ ----·-· . - INSTALL FIi SIGN (DD No, EN'fER). \ \ • • ·--· ···---·-····-·· --··op·cfa.tin~ ilnd __ maintained 'n.,uffler~! __ __ \ \ -, ·-., --····· --··---·--··--·-----· ··-··· - \ • All ope~\ti~ris-s_~«1i ·co~nply with Orange County Codified OrdifianCC \ Division 6"-.(_Nois'e-Control). __ ~ Stockpilin·g :~d(.or;~~ide st:1.g;~~-flreas·shall be-located as-far-as- \ ... practicable fronf"d_~-vcllings,. ·---.... 'i ---..... , -. ---. • • •.; \ Avoid unnecessa!y di'ivi(1g in uri.dis_~urbe"d·-are.f\.?L_ • \ .. ,Do not remove brush exce'pt..where nCccs.~ary; ·--..... • . --•· • Do.not harass v,,ildlife such as'aeer.joxes, Coyot.~~i. snakes, etc. (haril.Ssment includes. shooting, thro,ViRgJ ... ocks, etcr:---··· -----..... • -Installati~n"of-a~-Jildlife watering facility in-tidj~t_open space to ________ _ mitigate the loss Of-tl}_e existing se~sonal-watEiring sbur~e;.(t].~L---.!-.----- • • iipplicable-to Cany_o_1_1 Watch)· ··-·---..... __ Contact person for field cbrri~•ints: Gerhard Bombc, Sr. Park Ranger, Bruce Buchmrm al Laguna Nigual. Park. . Grading shc1ll not be s_tarlcd without first noti_fying the C?ur~ty of . Orange Grading Inspector. A pre-grade meetmg on the site 1s reqmred before start of grading with the following people present: owner, grading contr,:tctcr, design civil engineer, soils engineer, gcologi~l, (rind mlV others required by the EIR and LCP) as well as a Cou~1ty- certified Archaeologist ;;md County-certified P~leontolog_ist. Th.c required inspections for grading slrnll be exphuned al llus meeting. NOTE TO CONTRACTOR: SOIL SHALL BE INCLUDI2.D_I"!,CONTR,'\CTOS BI_IJ>···--------"" -. ~-------.. 2. THEABOVE•QUANTITIES D0 NOT INCLUDE·JlbJUSTMENTS FOR SHRJNKAGE, ---- -' •• --SUBSIDENCE OR SPOILS GENERATEDFROM LANDSCAPING:'". \ 3 THECQNTRACTORsi-iA~LIMP0!lTAMINIMli~oH2'"0FTOPSOILACRdSSJ.J-IE ------,, .. --__ ,_ ·--- ·' --ENTIRE SITE. TI·IECONTRACTORSI·IALLSUBMITASAMPLEOFTHETOPSOILTOTHE.. -.._____ ----- LANDSCAPE·ARCHITECT FOR AE!'R0VAL PRIOR TO BRlNGING !'LON,SITE. ----'---, -.... '-----,-~"'--------:c~~-=c-c_ _____ -::=-~-=----=-=·----.c:::----1 • -.._...._ Cl-. • ----c--------------·-s _,..--·-.,, -.... -·---...: ... , ... -;~-.. ' ,.., .. --· -,., 1 ··--··-···-, ---, ' -., ..-,.• '"' -----•. --. .,._.,..-----·· ,l·•· ',..._..__ ~:·-._ " __ .~---------.. ·_;,.:'..,. --~ ~-............................. ··q, __ . ------------------,. -----, ,,,) ·------, --------~ \=---==--:;::-,= ___ ;: ___ ·.:::1: i -. "b !;'.· :: __ ,, ___ , """" ' •• -----~:_·_:,:: ...... _ ---··., .... _ ··-, .... ? 0 ~J~--i:! ::' -1 ... ~-~ ' ~ ' , ·-,_ .... -··,. -... ··- -•• ,__ .... . ! ··. 'Ii, ! _.t : 3"- SECTION SCALE: 1/4" = l'-o· .ALL JOIN ELEVATIONS SHALL BE VERIFIED IN BY CONTRACTOR PRIOR TO CONSTRUCTION, FIELD JOH~ ARVIN,_ RCE 93059 • \ \ \ . · :.· ,• ; --··--·--·----- DATE CIVIL ENGINEERING LAND. SURVEYING 1100 S. CC AST HWY., #211 LAGUNA BEACH, CA 92651 PH: 949-376-6407 •c .. FAX: 9'!c9-l76 .. 6417 .. , \ \ I I '/1)4Q .-'---------1 ', I ', I ' I ~-1 I SCALE: 1· = 20'-0" q' I C) w z -..I :c ~ <( ~ NORTH L A N D S C A P E ARCHITECTURE ERIKSSON •PETERS •THOMS • l2H East Grftn Street, P&1adtn&, C11h!omia 91106 Telephone (818)195-2008 (213)681-3408 FAX (B18)795-2M7 ' • 27i6l C,.lle Arroyo, S11n Juan Capistrano, CA 92675 _Telephone (7U)t.i61-7l27 FAX (714)2411-2599 PREPARED FOR: IRVINE COMMUNI't--Y~ _ _ ; , ,:: -DEVELOPMENT COMPANY:c•:••-- • S50 NEWPORT CENTER DRIVE C . NEWPORT BEACH, CA. -9266°. \j • < u PRECISE GRADING PLAN PERMIT NO . GB~i:1£4-G :: · --. __ ,__ Jot, No. Checked Dalt , G-3 2 Of 24 ,-=-Shoe!, 5 ----·--, __ --·-• . -------------;---.-... ., ....... --------,-. -----------.--•·---·,-.. ;r I --I C, I w z :i :c ~ <C :e I -, I I I I I I I I I I-· I • 1/·· I I SAN NOTES,/ ;rHE ABOVE QUANTir!ES. ARE FOR PERMIT AND BONDING PURPOSES ONLY. THE ·L • 2. / CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING EAR1HWORK VOLUMES PRIOR TO BIDDING. ANY COSTS FOR DISTRIBUTING EXCESS SOIL AND/OR IMPORTING SOIL SHALL BE INCLUDED IN CONTRACTOS BID. • • • ·' . • ,. THE ABOVE QUANTITIES DO NOT INCLUDE ADJUSTMENTS FORSHRINKAGE7' SUBSIDENCEORSPOILS GENERA TEP FROM LANDSCAPING. • -i • ·-. . , . I ' '• ,_ THE CONTRACTOR SHALL !MFORT A MINIMUM 0_!: __ 12" OF TOPSOIL.ACROSS-THE ENTIRE SlTE. THE CONTRACTOR SHALLSUBMITA SAMPCE"DF 'FHE_TOPSOIL TO THE LANDSCAPE ARCHITECT FORAPPROVALl'RIOR TO.BRINGING rr. oN-=sn:E. • • • . ~ • • . ~ • __ . ._ __ . -· / z. ' DO 'NOT CONCENTRATE FLOW AT TCP SLOPE- ALL DRAINAGE TO BE SHEET FlOW. • 2- CONSTRUCTION NOTES '•, 0) ./0 G) 0 © © 0 ® 0 @ @ @ @ @ @ @ @ @ @ @ @ CONSTRUCT SIDEWALK PER APPROVED LANDSCAPE PLANS. CONSTRUCT INLET PER DETAIL A ON SHEET G-4·. _./' _; ., ... ,·' ' ,/ / ' ,• CONSTRUCT PVC PIPE, SCHEDULE 40. SIZ~•?ER PLAIJ. • , PROTECT Ill PLACE. / ./ .• / PROVIDE AND PLACE SAIIDBAGS PER Pffl.9 STD. 1328. ;.-·:- _/" ,.• / RELOCATE EXISTING TRAFFIC SIGNAL PULL BOX TO LOCATION WITHrn NEW SIDEWALK. REMOVE EXISTING SIDEWALK. EXPANSION JOINT. .. REMOVALS SHALL BE COMPLETED TO NEAREST JOIN EXISTING CURB AND GUTTER. JOIN EXISTING SIDEWALK. . CONNECT PVC PIPE TD BACK Of EXISTING CATCH BASIN PER DETAIL B ON SHEET G0·4 REFER TO APPROVED LANDSCAPE PLANS. CONSTRUCT TYPE "A2-~",_C~~B AND GUTTER PER ff1l.9STO. \JI~ \:'oc,; • • CONSTRUCT 3" WIDE, S"sTRIPE. • • • CONSTRUCT PAVEMENT SECTION PER RECOMMENDATION OF SOILS ENGINEER. CONSTRUCT CROSS-GUTTER PER DETAIL CON SHEETG·4 • • SAWCUT AND CONSTRUCT I' WIDE DEEP-LIFT A.C. INSTALL R41 SIGN, (RIGHT TURii ONLY). . -\'l-\ ... \..-o& CONSTRUCT "Al-6" CURB PER fp~p STD •'.: • • • INSTALL R99 SIGN (HANDICAP PARKING OlllY). PAINT PAVEHENT PER TITLE 24 REQUIREHENTS. CONST, HANDICAP RAMP PER DETAIL BON SHT. G-3. TRANSITIDN_ CURB FACE FRDH B" TO 6", INSTALL FIi SIGN (DO NOT ENTER). -,. -·--·•-e,'Pcc PER Pf/?. ci· -571>. l/303 '--~ f,,15E A5 /CE<i'D BY ~Oli,5 t:epor::T CROSS GUTTER N.T. S. NOTE TO CONTRACTOR: ALL JOIN ELEVATIONS SHALL BE VERIFIED IN BY CONTRACTOR PRIOR TO CONSTRUCTION. ,, ' FIELD ' \ HILLS MATCH EX/ST7NC? ' • • ' ,,/l !7 / 5'34 I / r ·, . ' .. .. . • . . . , .. : f / ./ ; / ., ___ - CONNECTION TO EXISTING CATCH BASIN @ N:T.S. / j / ! ! / / / ' / i / I / j _i .· I i f / / / / i ' / { _/ / ! ! i ! (NON TRAFflC) . . S OTHERWISE SHOWN -• AS! IRON GRME A 2010 ·-' W/FRAME (ALHAMBRA FOUNDRY) UNLES ', OR APPROVED EQUAL -~ " 12" I 2" C ·, . • • 0. ,i • • 1 ,, • ' • ' ' I I ' , 1· ' • I :. ,· ·1 , 'a '. • • ' I -I ,, , -' • I , • , •1 ··, ; • t l 0 . ---. ! ....... \''" ···1· ;-i ;a-.,. 7 . ' 00 ' • ·1 ' ' ,. ' I H HiH -- :o·-.-~ • ·-· .,. • . ": ; . ' (PLAN) I 4• MIN. MIN'. . I ~ . ,·~ ~-!'o. ~ :-::·i~-: ,10 : ·.-i_·:.', , \\l -/ ,!;\t f " \i . )(!f ~ ·' j _j . I,,. ... PIPE ~ .... ' ,, ·:;1::· 1o z V ':": . ; " !": .; ~ ·•·'··· ·--·-.. .. · . 0 _. 6.:iFOR '3EjDIA1EIIT -CASE "A" (PROFILE) ! /. / / I / ' i !_~_.,..... ' ' MIN. MIN. r---+--l---'-· TOP OF GRATE (PER PlAN) OUICKSET VAULT. SERIES NO. DD OR APP.ROVED EQUAL ,,, .------~-~i: =t&" FOR 11· v. ::t ., SEDIMENT PIPE OPTlONAL PIP£ I /NVERr PER PLAN) CASE ''B" (PROFILE) IF OIFrERENCE BETWi:EN TOP OF GRATE ELEVATION AND INVERT ELEVATION 1S 1.5 OR LESS. USE CASE "A". OTHERWISE USE CASE "8" INLET CIVIL ;' ENGINEERING , LAND , SURVEYING 1100 S. COAST HWY .. #211 LAGUNA BEACH, CA 92651 N:rS. SCALE: .r:~w('<f f.z••Yc' FC 71 $h~ct--,_G~4:: O.f -. 24 ,,· .. : .\_:'i~l 1(-.~-.~,_:..._.:.;;:~:/ii.~;;) ---;;;;;.,;;;;c;c;-c-;;~==-----c=-=~ PH; 949-376-64D7 JOHN _ARVIN;RCE· 53D59 .. -:D~•TE" ·.:••·-FAX, 949-376-6417 NORTH L A N D S C A P E ARCHITECTURE ERIKSSON •PETERS •THOMS • 12H East Cr~en Street, Puadena, Ca!ifornfa 91106 Telephone (ll.18)79~-2008 (2\:\)69!-:HOB FAX (OlB)'795-2547 • 27~61 Calle Arr<>)'<', San Juan Cap1Slrano, CJ, 9267~ Telephone (714)661-71~7 FAX (71.:)248-2599 R~vision By Dale I PRl;.PARED FOR: ' .. IRVINE COMMUNITY ; _.,_., DEVELOPMENT COMPANY •. '·:, 550 NEWPORT CENTER DRIVE' NEyVJ,'ORT BEACH; CA .. 9-466"o°i} • < u ~ >-E-< z :::> 0 u f;;r,) c.:, z < e::: 0 Q r.a ~ e::: 0 c.. e::: 0 u z -z :::> PRECISE GRADING PLAN PERMIT NO. GB C/801.i./-'5, l· . • .. --'j Job No Dro11n 3 5 .' • -,·-;·-··-,,.,.._ ___ , ___ »~-··-;·•·--7"-·-~,•••·-··~,'"~--~c--,c-,-. --··-··•"'· .,~--~-. ·-- ,. \. a • • l ' '_) ,- 2 ' ~ (~i) LIMJrs OF P£RM1r GRADING . _c::;.~•/,//11,~'t'..HV 1-J,1~,1,·; t'.' -__ ,: - SECTION NTS 0) CONSl RUCTION NOTES CONS1RUCT SIDEWALK PFP. r,P?RO'JED LF,rmsc:.n PtMI). COflSTRUCT 1/llrT PER Ot1/.!l A Otl SHlEl G~4. COflSTRUCT 4-!IKH PVC f'iPr, .'.:i(HflJUl[ 40. SIZE PER PLAN PROT[Cf Ill Plf,l[. Pf~i:> PROVIDE AUD Pl.,\CE SAtlDB/1.GS PER :;:l,~t\-:1~ ':.,ID.' 137.8. 6725 Rt.LOCATE [KfSirnG TRAtf!C 5iGtU,L P\JLL BOX 10 LOUd]Oll '.lllHtrl /l[W SIDEWALK. HEHOVE EX!STIIIG SIDEWALK. RFMOVALS Sllf,LL SE (UMPl.ETED 10 tlEAREST EXPMlSIQrl ,JOWT. Jorn EXISTHIG CURB AtlD GUlllR. ~ 9 j JO!tl EXIST lllfi SiDEWA.lK. j :'j(j: CO!l/lECT P\'C PIPE TO 8,\CK Of [XISTIIIG C.iTCH 8,\SHI PER DETAIL B Otl SHlET G•4. _, I 3) REFER TO APPROVED LMlDSU,Pt Pl.A/IS. PfF-D -<.1D, l'-0 -\-0C-. CONSTRUCT 1'/P[ "A2-6"' CURB MIO Got ;fR PER ·: • :·:·. '120 G ec (PER 199~ PUBLIC WORL{ 5TAP,DARD) CONSTRUCT 3" \.IIDE.~STRJPE, / CONSTRUCT PAVH\EtlT SECTION P[R RECOMIIEf.O,'\T[ON OF SOILS rnGrnEER. (JS) COflSTilUCf CROSS-GUTTER PER OE r;dl C Oil SHEU G·4. ,_ . ' ' I 61 '----I!) is1 j SAWCUT Atm COIISTRUCT I' ~10[ DEEP-UrT ,';.[. Ir/STALL R4l SlGll (RIGllT JURN 0/ll'l'}. PF'f<D S1D lz.•-01-0,:, CONSTRUCT "Al-6" CURB PER ,-,p;i,\ ,:J--120 0 OC {P~R l994 PUBLIC WORI( STANDARD) INSTALL R99 SIGN (HArmrc~.P PARKl/lG ONLY), PAIIH PAVEMENT PER TlTLE 24 REQUIREMENTS. CON5T. HANDLG/\P RAMP feR Df;TAIL e, ON <;Hf. 6'3 TRM{SITION CURS fACE FROM 8" TO 6''. IN5fALL FLL GLGN (DO NOT ENT~R). \ \ . \ SAN -------- •. ➔, .e:,,c., --\------f__. • 0 • • ------ JOAQUIN - IJ'\ (I> N .. ' HILLS , ,--, , . ' . ' . zx ----, !?80.7 PL i -----. --~--1 • - ,. I =-•,,-.~A~!Aµ7.1• -~')\ LIMITS OF GRADING & PERMIT -. . '· . S!LT_FE1'JCE SHALL BE LOCATED ALONG HINGE ~----< POINT OF SLOPE. FENCE SHALL BE IN ACCORDANCE WITH COUNTY REQUIREMENTS. NOTE TO CONTRACTOR: ALL JOIN ELEVATIONS SHALL BE VERIFIED IN BY CONTRACTOR PRIOR TO CONSTRUCTION. • FIELD ' • -· .. ROAD I I I I I ! 14 ·,." oA •& JI'--> ? ," ' . , ' 1-(j, • -----r:-, 7 (p~. '' JOHN AR~1N, RCE 530.59 DA1E go - \ \ \ \ 2.8. ?3.: _5, __ • ~-4· ~ ; " \ ) t-• ' ss,;..o F"s.'· CIVIL/ ENGINEl!RING • : LAND SURVEYING 1 1100 S. COAST HWY.,-#211 J LAG_UN,t.; BEACH, CA 9265) PH: 949-376-1H07 ·~FAX: l949-J76-64F I I . I I ·I I I I • I I I I I I '7 I 0'~ I .. __ , I w w (/) I lw z I :::i _____ --:, ~ I I- I~ l I I I 'I I I I .. ' . " ' SCALE: 1· = 20'-0" tL~W(:'( :ii{.298) ·7;-~.~-z::~ ~,,, rsb'e'e.t·_;G~5-Of:.2,4 ·_-:~._-,':J ~;:.;_;;:;.{i.::ii·~~,.~:L.:-2:£.:ii:J L A N D S C A P E ARCHITECTURE ERIKSSON •PETERS •THOMS • 1214 Er,st Gr,,n StrH"t, pr,,adtn•. Cahforrila 91108 T•lephone {816)79;>-2008 (213)681-:HOB f'AX (8!8l'l95-25t? ■ 27161 ta!lf Arroyo, San Juan Cap,s\unr,, CA D267~ T•\~phon~ (714)66!-'112'.' f',U: (?i4)248-2MH~ R•vision By ,--------------.--- ---, • PRE/-'ARED FOR: ~ t',:(,l E-< ,. <C ~ 0 c.. P::: . " 0 u z -z 0 ' ---,,! ,: '•• ..._ _____________ ) EROSION CONTROL 1 • PLAN PERIAT NO. LGB .. ?80Z.15J _:· c. Job No ""' G-5 ' ., ' ,. . i : i ' ., : . l ' '\ ·; . ,- :· \ ' \ I \ \ \ I I I WI w en I w z ::i I I 61 ~I ~ I I I I I I I I I I I I I I I I I I I I SAN 680 ' -" . . / I / ' ' ' ' J CONSTRUCTION NOTES 0 ® 0 0 r_s) ® CONSTRUCT SIO[WALY. PER i'-PPROVEO lANOSCAPE PLANS. CONSTRUCT INLET PER DETAIL A Otl SHEU G·4. CONSTRUCT 4-ltlCll PVC p ! PE., SCHEDULE 40 :i SI 2. f, Pc~ PLAN. PROTECT IN PLACE -Pff.D PROVIDE AUD PLACE SAtlDBAGS PER fiCtrm S10. 1328. RELOCATE EX!STI/IG fP.MFJC S JDFWALK. SJGtlAL PULL BOX TO LOCATION \.IJTHltl NE~ REMOVE EXISTltlG SIDEWALK. (XPA.fiSIOtl Jann. REMOVALS SHALL BE COMPLETED TO llEAREST JOltl EXISTING CURB MD GUTHR. JOIN EXJSTltlG SID[Wr•.\K. G·4 Ip[ 10 B'CK OF [XIST[rlG CATCH BASIN P[R O(TAIL B Orl SHEET CotlNECT PIJC P " JOAQUIN 587.4 JI.P __ !?_~?. _7_ Fc.:c.B:.:..---~ SILT FENCE SHALL BE LOCATED ALONG HINGE ---, POINT OF SLOPE. FENCE SHALL BE IN ACCORDANCE WITI-I COUNTY REQUIREMENTS. @ REIER TO APPROVEO LMOSCAPE Pl.MIS. P/'l"-P ~TD .. \2.\ ~ I -o,::..gg4·pusuc WORI( STAND,A,RD)"' C,;\ l"PE "A1 5" cuRB Atm Gunrn PER ;,r•,•A no. :1:20 o o_o (pr;::n 1_ ._ . . . .. \' <J---CONSTRUCT • -CROSS GUTTER 'J3 -•• CON-STRUCT 3" W!D(, = STRlPE. @ COIISTRUCT PAVlME1'1 SECTION PER RECOMMEIIOATIOII Of SOILS EIIG!tlEER. @ COIISTRUCl CROSS-GU1T£R PER DETAIL C 011 SHEET G·4. ® SAI-ICLiT AND CONSTRUCT l' \.IIDE OEEP-llf"T A.C, -- @ II/STALL R41 SJG11 (RIGHT 1U'.lf~~~. STD,Q c!t'rE~ffs4 PUB_LIC W()fll( ST,A,~OA~_El); 1!]) COIISTRUCl "Al-6" CURB PER .i, ~ 120 -·-p~:ll;~~;EMElll PER llTI.E 14 Q INSTALL 1199 SlGII (HAIIHOAICN~rc:t1i;~i ~fbeTAIL e, o~SITT", G-3. \!.'oi REQUIREHEIITS. CON5T. lRAIIS lTIOII CURB FACE FROM 8" iO 6". INSTALL fl\ 516N (DO NOT ENTER) C N.T. S. NOTE TO CONTRACTOR: ALL JOIN ELEVATIONS SHALL BE VERIFIED IN BY CONTRACTOR PRIOR TO CONSTRUCTION. • ~ FIELD ' HILLS 688.(1, T6. SB?. I r/v'i/. j • "' I-.; # --" ·'---,592.I r.S_ 59/.9rS. CONNECTION TO EXISTING -. . CATCH BASIN ® NT.S. ' .-. ' '• - ' ' ' ' JOHN ARVJN, RCE 53059 . -. , $ \ ' . . ' ,•.• '•. FI I OAlE ROAD -:·. " , , ae,..- """ •• CIVlL ,yENGINEERING ' • I .. ~} ' LAND SURVEYING 1100 s: COAST IIWY., #211 LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 ·-, I SCALE: 1· = 20·-o·· NORTH LANDSCAPE A R C H I T E C T U R E ERIKSSON, PETERS •THOMS PREPARED FOR: . . . iRVINE COMMUNITY .<. :: '. • DEVELOPMENT COMPANY : j, - • 550 NEWPORT CENTER DRIVE] • NEWPORT BEACH, CA. 92660 -• • < u -. >- E-z ;::, 0 u ; ( • :.::r= u r.:r:i c.., ' :, z " r4 ~ ~ c.., ~ Q <' 0:: 0 -Ct:: @f EROSION CONTROL. PLAN PERMIT NO. gs_'1aoi.,:t~J .......... __ Joh So Drun Checked G-6 ' I ' ' ; : --· ., .. : -, ;~ ., . '--·-------------" ·-· '" -------.: ·--·-- I !r 4,, 'Uij - • • --... --., -----=: -- , ._z_o~OII --- CONSTRUCT 6" THICK •CONCRETE .'PAVING PER ., • O.C.E.M.A. STANDARD 1205. REMOVE EXISTING CONC!,l-ETE CURB, GUTTER AND EXISTING SIDEWALK PER PLAN•AR!'J CONSTRUCT NEW A2-8 TYPE CURB AND GUTTER'(DEPRESSED CURB) PER/,:~P.W.A. ST;u\JDARD 104-q: REJ/,IOVED CURB ANP GUTTER TO NEAREST EXPANSION JOINT. SAWCUT EXISTING SIDEWALK AND DOWEL NEW PAVING TO EXISTING WITH #3 REBAR (12" LENGTHS) AT 18" O.C: BOTH SIDES. REMOVE AND .REPLACE., UNDER•' OBSERVATION' ·or COUNTY / INSPECTOR. MODIFY IRRIGATION AS NEEDED TO ' PROVI,DF'FULL COVERAGE IN ,PARKWAY AND TO ELIMINATE OVERS-~:{~;J~E::~~~\J:~::E :::~:~ _ • ~' ~3~~ rgci~~IGN T00 NEW l'IOLLED J~-----".---' Construction Legend SYMBOL --· ·--• --""·· •• ITEM • • -· -_,/ MATERIAL COLOR'·., FINISH DETAIL ' .• , , ;::::=::;:':::::::· ==::::::;:::::::;::::;:::::;:::::::==;===⇒====-~-==· ::::::;:· ~· ····,,,ps: Concrete Sid_ew~l~-/-· ,..-· / qo~~rete ./ Natural Grey ~%~~;1-m Finis~· -.\ ci, ~-10 \,._ .. 1. "sc'~·-·sPEc1Acc:ONcReTE • CONCRETE INTEGRA( AGGREGATE ·\;a_ _'_q{.c:-:_10 __ . ·---· ./ .• • ,· COLOR • • ACID WASff. B SB Benches ,....-· Signage Bou!de!.~.,,..>": ------· / ···--TR---Trash·Re-ceptacle. ,...- (□Ura Art Slone) _ _.... .. •..-- , • "--.E.J Expansion Jolh\s --1===· ScOre Joints ..... Wood Nalura/ Clea~ po!yureihane · '-c) C-10 .. · \ \ ,.. Wood Natural / : .. .=~ Stontwith_~f:l.!JIJ§ign N/A ·-_ .. .,,, , ,. pfecas_t,CO~~rete -. Slate Grey . ,,· / -· Refer !o Specifications ' \ Clear P'c:i1yurethane , NIA \ \ \ \ -. " ... -. \ Br C>-10 tA/c:g; \ t,, -! ' . . \ DI CrlO \ \ I . \ ,. . \ \\ ! / INST Af.L ONE 16' WIDE FORESTRY TYPE GATE IN THIS LOCATI0!-1, / CONljRACTOR SHALL NOTIFY A REPI\ESENT ATIVE OF ~OUTHERN ' i CAL(FORNIAEDISON METROPOLITAN TRA1'SMISSION/SUBSTATION, DEiERMINf;D UY S.C.E. REPRESENTATIVE !N FJELD. I ' • • • • ','/ ( AFTER GRADING IS COMPLETE. LOCATION OF GATE SHALL BE ! . i ; ..-. ; . : . i _· i S¥E \)ETAiL H, SHEET C-10 FORS.CE APPROVED GATE DETAILS. // ·, PEDESTRIAN TRAIL NOTE: • • · CONTRACTOR SHALL LAYOUT TRAIL IN FIELD WITH CHALK-AND LANDSCAPE ARCHITECT /OWNER SHALL REVIEW AND MAKE '· '·,., ,_ADJUSTMENTS AS REQUIRED FOR SMDOTHLAYOUT •• ·-. ---- - ~ ---- ...... -- CONSTRUCTION FENCIN -I ACCESS GATES ---1. "'A EQUIRED, SEE TECHNICALS ·CATIONS:·-. O.o. sc I - . ,.-• I / . ' .. -- ---..... - -- / ,._, ' .. -.. 0 I / ! " ! ' --... •· ...... • - . l -, .. ----·· "'~--_._ __ ,, -----,--.. -····· -·----~-•• ~~." ,_,, __ .,~·-·----•"•--" --.. '-•-·--·--·-·--___ ...._._ / i i • i I ' ! / ' / / I i I \,_ ' ' / \ / I ! / / ~ / f (,~~/ ~-- , . , .... -· .-.- ! I / .. ~,,(, , _,. ,,• • SC ,,. ... -·· ,.,. " ' ,· ... a: ,- SB ,• •-. .. ' ·--.. _ REMOVE EXISTING S.C.E. ACCESS CURB AND CONCRETE APRON TO NEAREST EXPANSION JOINT. CQNS:fRUCT , _NEW Al•B TYPE CURB AND GUTTER (NON-DEPRESSED ,----'-!,CURB) PER A.P.W.A ... STANDARD 104,0. CUR_B_!AND 9UTTER WIDTH TO MATCH EXISTING ADJACENT. IlEMOVED AND REPLACE UNDER OBSERVATION OF • . , \iQljNTY INSPECTOR. SAW CUT APRON IN'LINE WITH INSIDE EDGE OF EXISTING SIDEWALK REPAIR/REPLACE AND ADD IRRIGATION AS NEEDED TO PROVIDE 'FULL GOYER.AGE IN, PARK'l\'.AY, ...... _ . "· ,;· .. : .. , •.. J. • , -------~ ---- --., --... ----'· ------::::---:: --.... _ -----------,._ ----- --- I ----------------------- ------------------ --- g_DTECTEXISTING CONCRETE SIDEWALK IN PLAC:E::::, . ·-......, .. .::· .... --·-•-•. :::-..::·: -- ---- ---- / i ! ! ' / / ,-I ,' i / . / / / .-," -..:'° ',, ·-· --- ! I / ---- ' \ \ \ \ .. ___ •-- --.. ::::-"·•· . - " --.::::-.::- --., ·--... SCALE: 1" • 20· L A N D S C A P E ARCHITECTURE ERIKSSON •PETERS• THOMS • 12H Eul c, .. en S1r,el. Pua<hna. California 9110G Tdephon,-(616)795-2006 (2l3}Mll-34DB PAX. (ll18)795-i547 • 27◄61 Call.-Arroro, s~n ,,,an CaPJ,traoo, CA 9.U?S Telepho11e {714)661-7127 FA.\'. (714)2H,-~599 "' PREPARED FOR: IRVINE COM!v1UNITY ••• IJEVELOPMENj COMPANY . • 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CA, 92660 r ·_ LAYOUT AND~ CONSTRUCTION PLAN' HARBOR WATGH PEIMT NO. ,,, "" 92-510 Dron Cbrchd '"' C-7 °' 24 ,,-.• -··--·,,·· ,·,--,,--.-------,.·-•·-,··,-· ,.. ••• -:------,Os~--. • .-•• ~,~,---:.' , . ------------ - ,Construction Legend 1 s-v~eot ·----:~·-· --·--iTEti1· .-:-~ -------··-- i i [ ... cs Concrete Sidewalk B PT SB TR Benches Picnic Tables Signage Boulders Trash Receptacle (Dura Art Stone} • EJ Expansion Join\s --• Score Joints --- Water Meter Location Irrigation Controller Location MatCh.Une • i ~ . P_oirit of Beginning / - - - -Properly Line I -' Wo,k limit.Line Boulder Placement Areas KIOSK Roof LINE 16" WIDE SEATWALL ---""I - MATERIAL Concrete cONCRfu . , Wood Wood Precast Concrete - -- COLOR Natural Grey ·--. --INTEGR.Al- .. COLOR • Natural Natural Slate Grey Refer 10 Specifications ---- - FINISH ' Light Broom Finish SEEDm...;,.., "'•1 AGG~EGAT'< • IOWASH•' Clear Po!yul"ethane Clear Polyurethane . NIA light Sandblas! \ DETAIL GI C-10 :G7.C"'.C10 C/C-10 8/ C-10 F/C-10 D/C-10 Note: Number indica:eS approxima\e quantities ol boulders per area designated. AH b?~_l_ders are s10C~eiled on:_~~~~_and shall be field located by Larldscape Arc)litect. E.a. 8'-0" o.i;:. COLUMNS , ' ;·, I SUBMIT s MPLE I FORAPP OVAL' , \ 16, O"' \ \ " .. \ .. -·• ' ' \ \ \ \ \ \ \ ) I ! / DECORATIVE BAND A C-8 . l-t-lf-C-1--'+·.:s::· c'.' ... , =~· f#'' . • . "'fc \ \\ -\ \ 1/8" EXPANSION JOINT -\--I- THROUGH .WALL • ~. il'-VR-4-hOCATTONS c - ' , ', © INFORMATION Kl~SK ~-~, KIOSK STRUCTURE PER ', -ARCHITECTURAL PLANS ' , +-----CONCRETE IN-FILL ~ C'i.f,1,1~ Gi. I e--ic:> . SCALE: 1/ 4" = 1'-0" '· SC i .. / ) / -------- 11 11 11 11 SAN -- I I BLD (\ • ' {;, ~----, ' ' I ~ I 01 I ' -,1 r--' \ ~r l-..-.C \Q _____ \JV --- -'- --- / I fl =-0 INSTALL ONE 16' WIDE FORESTRY TYPE GATE IN THIS LOCATION, CONTRACTOR SHALL NOTIFY A REPRESENTATIVE OF SOUTHERN CALIFORNIA EDISON METROPOLITAN TRANSMISSJON/SUBST ATION .AFTER GRADING JS COMPLETE LOCATION OF GATE SHALL BE DETERMINED BYS.CE. REPRESENT ATIVEIN FIELD. SEE DETAIL~' SHEET C-10 l'OR S.C.E APPRO~ED GATE DETAILS. Ir., ,1 SC ' --' -::si () I r . ~ c;,~,-.;., L, ~01,<1 ffil/'ORMATION KIOSK (§E,E ARCHITECTUAL PLAN 1 OF 1) ··--- / ' .f!P.Ei:JESTRIAN TRAIL NOTE: -.. . fEoLT Jo1cJT c::;ep:f\'I &f' c~p:: ,',J/ ~1c-,Jo14 : CONTRACTORSHALLJlAYOUTTRAILINFffiLDWITTICHALKANQ C0..0,-,o "'1<'-1"-H ,l>Cl)~ Ft,.;,-f..iCf'l'-, • ·; • •••• ··---tttANDSeAl'E•ARGHITEGr/OWNER-SHALLREVIEW.ANDMAKE -~11 IL_ trl 1111_ 11 ... ' • ,, • *"""' 1&10.c-, e.:>rH "'IF-fl::'["10,J,;, (2-) ,t"" i-k:fiu;,,Jf4:Cc>,,Jj', t, I~' o, C,, j i!' CU¥,,t. ~~,it~ ' •. • i ADJUSTh!ENTS AS REQUIRED FOR SMOOT!! LAYOUT. • . , • ' 1 ' \ 11 11" ·1 --------(GAS)--------I ---------------------- 2.0' SB () ' ,· SC --- . i ' -r 11) • ' () r 1 :) I I I fij I !I! I u, w I tM I I I I I I I I I I I I I I I I l~r-:~----i---: ---- ' SCALE: I I I I I I I I I I I I I I I 'T. 20' L A N D S C A P E ARCHITECTURE ERIKSSON• PETERS• THOMS • 1214 E.nsl C:rttn Strut, Paudtn&, Calltomla SllOtl Tdtptlone (616)79:'l-2DOB (Zl:J)Wl-34011 r'AX (616)795-2547 • 2'H6I Calle Arroyo, Sl:in Juui c.'apistrano, CJ, 9ZG75 Tdephone (714)1181-7127 FAX (714)2.CB-2599 PREPARED FOR:' IRVINE COMMUNITY·'··· •. DEVELOPMENT·COMPANY ••... i 550 NEWPORT CENTER DRIVE • 'NEWPORTBEACH,CA. 92660 .•.•. . ' . . . . . LAYOUT AND CONSTRUCTIOl'.f PLAN_ CANYON WATCH PERt.fTNO. Job lio 92-510 Dton C-8 .... -· I· co ·I u 1- H:l m w ~ I w z :i ~ l- e( :::E I I I II ,-----T;-·· -·--(W1i T[RJ ---· -___ ..... _____ ..... ____ _ II ---------- I I // I! /I II SAN I/ ,-fi --.... ---( 111 f; I G;, l I Ot/ J ---_ .. ., _____ ~ _________ --.. ... _ ·-------- --·----------·--·------------·------ I I I I I ul 158 I- • I·. . ,.. ■■■1111'11 ■■• . .., "' ' . 1-17 ........ ., ••••••••• ••••••••• 1-0' , .. -----·--·-- 159 ........ ------· II 11 " ' Ii j i ; i n •--· -··· --------.... 11 11 71 '' CONSTRUCTION FENCING \'l'ITH ACCESS GA TES! J ~---; AS REQUIRED. SEE TECHNICAL SPECIFICATION&. I- ·--""' --. -_ .. ··-· --------· --· -·----•• •·· ··--·--·----·-----·-· ···-_,,_ ·--. --·-·---·-· -·-·-----~ --· -·-- 1 6 1 --------------------------- .,l) c-1 ------=~·~·~·==······ ••••••••• -r _ ■■■■■■Cll ■ a ■■■■■11 ■1111 aa ■ ■ ••••• •••••••• I I I lti ~_; ,-.- 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - i \:, I SC -Q I r;;:;:\ I @ / ....... . • _./ .... . / / /" ,. .... -SI I \:, -I ~ SC ,.-·· . / / •• ............ , • SC '-- NOTE: BOULDERS SHALL BE FIELD LOCATED PER THE DIRECTION.OF OWNER. CONTRACTOR SHALL DETERMINE EQUIPMENT REQUIRED -• FOR BOULDER RELOCATION OPERATION. SEE BID FORM FOR BOULDER RELOCATION ~ BIDDING. ,. ·., l'EDEi1RIAN TRAIL NOTE: ~ONTRACTOR SHALL LAYOUT TRAIL IN FIELD WITH CHALK AND LANDSCAPE ARCHITECT/OWNER SHALL REVIEW AND MAKE ADJqSTMEN<J.:S AS REQUIRED FOR SMOOTH.LAYOUT. 16 2 -+ '' 11 11 -I I 16 3 IG 0) --------- - - A..i -··- ·----- ---·------------ --------------------------------------------·--- ...- BLD ! SC o' I I B {2) SC • • ~ • • I I i • • Construction Legend SYMBOL cs B PT SB TR EJ I --- ITEM Concrete Sidewalk Benches Picnic Tables Signage Boulders Trash Receptacle (Dura A~ Stone} Expansion Joints Score Joints Match Line • ~ • _ Point of Beginni~~;. >,,,::;:::-f,:-;'./;_:.-.;j,_- ___ -Proper1Yline Work Limit Line ' Boulder Placement Areas -- MATERIAL •• Concrete .CONCRETE __ Wood Wood Precast Concrete COLOR Natural Grey -~ INTEGRAL·· ;' --·-: .COLOR ~ Natural Natural Slaie Grey Refer to Specifications Light Broom Finish SEEDED_ AGGREGATE ACID·WASH Clear Polyure\hane Clear Polyurethane . . NIA Light Sandblast DETAl~ . G/C-10 , __ . -----;:--,· -·. G/C-10_ · C/C-10 B/C-10_ F/C-10 D/ C-10 Note'. NUrTlber indicateS approximate quanlities of boulders per area designaled. All boulders are stockpiled on-site and shall be field located by Landscape Architect. . ·-·-··· ' • ' ., ·-··· '" . [ • 8'-0" APPROX FRONT ELEVATION NOTTO SCALE .. , ... ,. _,, ..... 4'-0" APPROX . SIDE ELEVATION NOTTO SCALE NOTE: CONTRAOTOR TO TRANSPORT AND INSTALL BOULDER AS SUPPLIED. --"[I.ND DESIGNATED B'i"LANDSCAPE ARCHITECT, SIGN TO BE FABRICATED AN □-INSTALLED AS -A-PART OF CONTRACTOR'S BIO, SIGN FABRICATION ANO INSTALLATION TO,BE BY TFN ARCHITECTURAL SIGNAGE, TELEPHONE: 714,556.0990, CONTACT: BRIAN BURNETT. - \ r VERSAGE ON SIGN TO BE COOROINATEO THROUGH LANDSCAPE ARCHITECT ANO lHE lRVINE COMPANY. ' S F-"-'lGcc..Nc.:..A,;,;;:G,;,;;;E""'Bc.cOc.cUc...;L=D;,;:;Ec.:..R=S-------------------01 __ .,.._ . ----·-.... ----. ___ l SCALE: T • 20' NORTH ,._.,.,~·-.,-.~-··· ... , .. ,. ~.-. ..-,--:~::;;:·:~\ i LS'r/U ,,(1629 8) .::·:-"· _,·'. ;_:;'" \". shee:t--_,c.;.;_~,.:. Q(:_24;: :.;,':tJ \::.,;~..,;,.;_:..&..,,;...;..~'J. • .,;.,~-,.;, i I LANDSCAPE ARCHITECTURE ERIKSSON•PETERS•THOMS • l2H F.11,t Crten S\roet, P1>,od,na, C'alt!ornln 91106 Te!,pllone (8lll)795-20DB (213}681-3408 FAX (810)795-2547 8 27◄61 Calle >.rro~c, S.,,n Ju~n Capi,lrono, CA 92675 T..t,ph.one {7H)fl6l-?127 l'AX {714)240-:2590 !'REP ARED FOR; ---- IRVINE COMMUNITY DEVELOPMENT COMPAl':Y • • ··sso NEWPORT CENTER DRiV.E .NEWPORT BEACH, CA. 926~0 ~ Q ~ 0::: ~ 0::: 0 ,------------:----,-~ LAYOUT AND CONSTRUCTION PLAN, ' CANYON WATCH PERMIT NO . ,., No. 92-510 .. Cb~hd Dele .. / C-9 Of .,.. ,..,.~.,._,,__,.,.. --...... ·----·-~",. .. , -,,._ .. ··--·~ . ---.--.--•-·=•·,,---•.---,-.-.----,.:r'.---·,. ' -·, ,,: _ .•• ci ' '"'"' ~ •· ' • . ' . ' I • " ' ' : '., ' • ; ·,. ' ' ~-,. ,, ri,. ,. ', , ... t • . ' L ~ -, • r I· .. -. j' '. ··-- r" f ' I . ' ,_. j: . t ' .• I . i ' . ' " f; • ' '. • ,·. r . '. ' ·, . \ .. . . . '. ,• ~ -; ._ >"-' ' . ' : '· ' ,} i I : , ' :--,..... . . . -~ ----, ~---·-• ' r --. I I I I I . r , j 11,,_' ,~•~io ~ ~. it. ' -~ ·~~ :-, ' • •• '.•~--T/ l{F.4 L ,111 ---~-· •• -I _ 111 ii= ,.,z-,r----,:o :,··.--::---=-:"'."'.:~.--·;·o ., o • :--::-00.~ __ ___Jt._ ill II lir.J.-~.;~' ',. ~.r"-: .. c tJ. ·o ':',:' • ·1 ' I 11-'-rrJn;:;;;--------------------, / • • • • • 0 0 -~ • • • • : \\ \ 7--;::-iffi:l_-=· ~g~~~ETE WALK ALONG SAN JOAQUJN HILLS ROAD SHALL BE .,.. • .' , b <f 6 Q • , c_· • •_. <I• • , 4 • .' S fANO.~HD CONC8E fE PAVING --··---:-----···---• --·-----··-··· 'ieoGAfo K,\NOL, Df::TAIL 11A" SCA!,:. I 1/'l"· . ,. ·"" NATURAL GRAY WITH SCORED JOINTS. (TYPICAL SYMBOL ON • • '•.' • • • • ' '' ' • ' ' • ' PLAN) ALLOTHERCONCRETEPATHSSHALLINCLUDE: 4"THICK •~•. , • 0 ' (.I, CONCRETE WITHOUT llEBAR SCOFIELD COLOR C-12 "MESA BEIGE" _-.h , () LI :I : ~ •, v " o , •: 3/8"-3/4"SEEDEDPLAMSPRINGSGOLDROCKWITHACIDWASH ' ,,;;,,': •, ·, •., . ,·ti_.:: . .;;,.,_ ,,(?,' • _',' SAWCUT JOINTS I/8" WIDTH. SEATING AREA SHALL DE AS Anov'E • /'{2.llllll.c_·-111-171l'i;1111'l!!!!!_YI" -=-111 =·1111:=!i\i'\IIII= BUT ADD!TIONALL Y INCLUDE SAND DASE, REBAR AND THICKEN illli 1 -= ENDS,CONTRACTORSHALLPROVIDE4'x4"SAMPLESONST!EFOR /[I 'E. Ill ;;;:Jill =1!,§:1\ OWNERS APPROVAL. LANDSCAPE ARCHITECT HAS SAMPLE FOR = USE UPON REQUEST. H<N6~ Po7f CJ,,P ,, cl:: SCORED JO!NT ''o/¢11-1ue> ~-r;O";f:O ,tM-'1 ,~ i:"".11-_Jc,. ••/ • "f~tf:O U?C.ff:,;,,t,;J 'F ltAI.FSC.IIIE ~ • J,,, 0, CCL.Of, ,o ~ j'PN / P,,..fy ( ,;,,,J~-111 "><"1-1f'l.,I.. )------1 ' (t::10. -,0•10 ~-COMP.) •• I ~. ~ -i"-'0 1• pej,.,COl"lf.)1 • • ••• OMIT Gi::Ne~~L-NOT£0N CONc.<.ens Gr<,OUND L-E.1/E.L. / s 0 -· ..,. HINGE: f'O'.?r I. ~cl, PIPE'-TD BE G"DIAMfT£Y..,;\,/'14-"THICK WALL<; UNLE07 OTHe-R.Wl,E iNDICA'[rD 4 "7UJ'.FAe&D W./ A f f.LD APPUeD G/1.LVAMIZf:D COATING. //_, Sier HINCif. PO'JT(AS, SHOWN TO ~!&HT HliKEOi11 (,''PIAMETE:1' GATE ro,r · ';?L\Df'? OVGY.., <;'/i" DIAMETf:/1.. CONCl\f-ff FILLED HIN6E f0'7T <; Jz.• Di•METEJ'. HINGE 50,r C/;.P 1'1 WELDED TO HINGE pO<;T. Aff[,f'.. THE HING,e PDST l'7 SE.T 'i'. G1'T£ 1'7 HUN01 ALLDW!N0 'I"-" APJoYE GATE: PChT SLE'.EVf: fOI'-.. Gl';fA9e. /.\Pfl-1 C' ATI oN "?. S,f.T LOCK.FChT TO MATCH G~T£ L/>.TCH (AS ';HOWN TO U,fTH£REON)4 • IN D&Tt.(L "B>" fli,/, LOCK PO',f WJ CONCl'-.e TE TO LEVf(.. 8>ELOW BOTTOM i'-CC.E.'?', PIP6 1 i<, INDICATED T\1£ Wl"LD CAP FLUSH TO TOF OF LOCK CAN. ONC, fllcl"D GP.Tc Plf(' ~--=r:-=1,---,..--~. ,~---~--l~. . L . • ,. I • . --·--- \ \ I I \ I \ \ L,__ Ult"' ;,;,.;.["".0 ,;,.,Jf";,i~t'I>,'.>&. . i_ ---'7 ',H"'\I;.,.-,,:..~ ~----. --• --,VJ;>i-Jp,.J.,, ,4-W.. ' ~ I i ' No'fl:l:; . • I"~ Ai,t.,ap--~L>'JT Y+ ~ ~-5LJ?f:l"Cf:', (1Yf.') ~---'fWo/t= ~ f"' ~)"c!"-tt =· =.qz. !_, -· -'C>i:JT ;1t,;!'f:fl.Ol,(<:;EcE'fE:c-) ,---,1#4 ~ ~ 1e, (./,C,, I I ~..X-e,a\JO "'-e. N ,T,',. I II ,P/1.DLOCK. 01:. PIN PLATE '7LDT;, 'o ' , ~ ) .,... ... l'/e,• ' 4-" , • ~ TOP Vl,;W-LOCK PIN* LOCK PIN .t..ND PIN PLATE:. DETAll.. NT'., S.C.E. ACCESS GATE THIS GATE DETAIL HAS BEEN APPROVED FOR USE BY SOUTHERN CALIFORNIA EDISON. ANY VARIATIONS FROM THE ABOVE CONSTRUCTION SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND S.C.E. ', • ~ "' -,.. Lo J'i"-' Tor VIEW * PIN PLATE. H C-10 -. -. l • ~ I '/4 · --' cosc, ""'IM 01'-~p I r OJ • ' ' . .... . '1 • • Q• ' ,------. i.1~ , =='=~o: ~ •_:,~, .. "' .. ·,. • ·\ • • • • '. r,, •. ' 0 : -t ··~ 1 • 0 •.. /) , .• · • I) • O r; • ' 0 0 .l,'o, ~ 0 11\l 1 _,.,,,=,,,..,,.,lll===--~~§ti!;..~l'll·"'~=111=1 _""'· ------- ~ I , ;:lilt . =!!J!:::;111 I ' 1· = 'h. MIN. . ·• . -'-~--+---Y"--i '.•. '' ' • . .... . . ·. ;; iil•·· ff'VIN{,:, 1-@.,.c;~:..,10-1--- ,::,~1~ ~re--~ ~ (4?0 /o conj.) CONCRETE STEPS A NOT APPROVED FOR CONSTRUCTION SEPARATE PERMIT REQUIRED C-10 • • r I .• . -r- • • 1~· ----t:,co 1---_,.lf.---,-J<'-F'Go • '"t ' -1 .A ' • I~ 11'4 ff P•' f INfO f=>T F'fl Of r0 fooTI t--lC. ~fl-!T' :1--t~ ~=e.(rrr.) :::--C>::>N::.. F=f1t-Jc,:, -c:,~' ~-----' ~• 01:":ALANT F'~ MANvlF/<?f'Ll~ • VICTOR STANLEY PICNIC TABLE IN D.G. PAVING "' 31 ~ -·I ~ • l SCALE: 3/ 4 : 1' -0" .4 • ' =oMfbo,E'D <i,f,<'-NfTEc.. 1<1---f? ~CAC..s (TYr) t-... .:c-1--\i-J?Ef'r lf'.4 ~-f\1fOUGH' f'=f (TYF:) · -I e," 4' c oi,Jc... fooy1t-.1c.:, 111 NDn,, <;,E,::A.1/-.NT PSI'<. ' • HAN-vi~~, \ 'i!> II ., ., .. VICTOR STANLEY BENCH IN D.G. PAVING ~ ~;_~~~~-.. '. SCALE: r = 1' -o- \ ' ) ' , '~•·-•·'···-- ERIKSSON•PETERS•THOMS • 121-i E"1t Cr••r. Strtel, Pu~dena. Ca!il<'>rma 91106 Telej>h<me (616)795-2008 (213)68!-3-409 fAX {810)7%-2547 ' D Zi'(5\ Call• Arroyo. :"an hun Cap11tn.n1> CA 92£'15 Ttlephone (7141661-7)27 ' rAX (714)249-2599 ------------ ----------- . PREPARED FOR: • IRVINE COMMUNITY • , . DEVELOPMENT COMPANY " .550 NEWPORT CENTER DRIVE'. NEWPORT BEACH, CAi926611 i . / . ;.,, ~~ ti-'.;:~i . •"u' ' ' I . : ,. i r , .• j ' , f i . ' :- G NERAL REQUIREMENTS 1.0 CODES, PERMITS AND FEES A. Perform work in conformance with 1991 edilion of Uniform Bt lding Code and ,·dl other regulations ilnd standards of each and ever • governmental agency and bunmu having juris~:Hction over pre _e~t and ildvise in writing of design of construction winch must be sp ·1f1ed to mitigate, shield or protect from archilccturnl hazards. Obtain and p,1y for all permits, licenses construction ta:,.;t:!S? ~ fees required by City, County and State laws except general bm mg plan check foe which will be pnid by Owner. Include in contrac , necessary expenses to comply with all such laws, ordinances, regula on, fees, permits ,1nd taxes. Arrange for all meter inst•1ilations ;md <"lY for their foes. Provide temporary toilet facilities as required by loc I building code. 1.02 SIT VISIT It is r ommended that the site be visited prior to submission c • any bid, Contr, tors and subcontractors will be held financidly and le ally resp □nsibl" for ace racy of all grades, project conditions and dimensions rior to and after comme cing work. f\lotify O\',mer in writing immedi.itely of iscrei-Jancies found within t e construction documents, be responsible for the ac uracy of detmls, for confirmi ~g and coordin;,ting all qu;,ntities and dimensions, r selecting f.abricatit , processes and for techniques oi assembly and pt• form,1nce of ,11J work in a • egal, safi> 1;1nd satisfactory n-1.unner. 1.03 PROJECT UPERVIS!ON AND COORDINATION 1.04 A. Be re ponsible for coordinating work, including th t of subcontrnctors. Bind •orkers and subcontractors bv terms of the ,ntract as for as such terms re applicable to that work. • B. Provid full•titne on•site supervi~ion by an exper enced .ind competent superin ndent in charge of the \\/Ork until its co ,ple~ion. Ensure th.it the S'..lperint ndent is on the project every day ;md, ~II tu~es th.it any work is being one by ,·my.trade to.ensure tlrnt .i~l .wo k 1s bemg do!le properly and in ac rdance with drawings and spec1f1ca ans. Meet with e<1ch worker, t de or subcontrnctor before work is 1 commence nnd explain the job to l done. Inspect work which is com leted before proceeding to the next tr, e or phase of work. C. 1. Before c:: ,crete is poured into forms, che • lo sec that forms are LI uc and level that dimensions are correct an that reinforcing is .iU in and properly aced. 2. V.'hile mMl nry work is bi:!ing instillled, •nsure tirnt it is properly stmled, _pro erly raked and tooled, pro erly reinforced and kept clean, Perform the wor correctly·the first time, pending as much time as is nccess;,ry studyin • drawings, specificati ns .ind proiect conditions to ensure this. Thls d es not reduce the re iirements th.:i.l c.:1,:::h \VOrker and trade perform the ork in strict <1.ccord, ,ce \Vilh drnwings, specific:itions .ind schedules. GUARANTEE AND \f\7 A 'TIES OMIT A. Guarantee all work, terials and pr ducts for at least one (l) year after date of acceptance or\ ork, unless a nger durntion is specified within individual technical sp cification sec ions or unless a longer trade or material ,·varranty is cu om.iry and tand.ird. Repair or replace or cause to be rep.iired or replac , all such efective work, together \-.·ith other work ,.,_·hich may be dis aced in d, ng so, without additional expense, ordinary wear and tear, l i.usuul a se or neglect excepted. B. In addition to guarantees. 1d wa .issernblies .i.nd constructio whi period of lime which excee s the warranty periods. anties, provide materials, products, will yield a rensonable value over a pecified or customary guarantee and I.OS DRAVs'INGS AND SPECIFICATIO, 5 A. Drawings and specifications a intended to :;hot,· and describe dctnils for a complete project. Execute p, ts and details not fully sho\\'n or described according to st<1nd<1rd and cu. ary trade prnctice and in similar manner and spirit of details which ar s wn on drawings or described in specifirntions. B. If details are considered uns und unsafe or not within customary trade prnctice, notifv the Landsca e Ar itect and Owner in writing. If work is performed, it ~ ... m be assun d that here is no objection to the det.iil. Check accur<1cy oi dimensi ns. No dditional compensation will be allowed for differences be ·veen act al dimensions .ind those indirnted on drnv,:ings. C. Follow figured dimensio sin prefere ce to scale, and detail dra\,:ings in preference to sm.ill sc.ile r.iwings. C eek <1ccuracy of all dimensions in the field. Unless specifi lly excepted individual technical specifications sections. o not off-site f bricate .inv materials nor do anv construction until verif ation of accura , of drnwlrlg dimensions with· actual field conditions. D. Follow specifications d wnttcn notes a sc~edules in preference for infonnation furnishe in the form of line awmgs. Detailed and approved drawings f rnished during cons ction are to be considered e>planation and not s modifications or dr, -.rings and specification. Notes, figures <md letails on said detail dra\\ ·ngs are to be executed as part of these sped c.i.tions. E. Drawings and sp cifications are complement.i • and work called for on one .ind not the her shall be provided as thou h fully set forth in both. F. These sp~cificaf ns are di\•ided into sections fo onvenience only. It is the responsibfli • of the Contractor to determine ades or workers responsible for II items for a complete project. T ese specifications include major· formation. In the absence of info ation, secure the review and ap roval of materials, products ;,nd sy. terns by the Landscapi' Architect and wner. lt is assumed that all persons and comp;mies proposing w k on this project are skilled in the int prct;ition .ind use ol drawings an specifications and have found these C ntr;ict Documents free of ambi Hies sufficient for bidding and success 11 construction purposes or ,we notified the Landsc<1pe Architect in :\Titine ,-,f such ambiguities G. Dangerous roducts: Products specified in these sped ,1tioils or 0.1 drnwings I ave been selected for their .-,ppropri;,tcness ii design. The Landsrnp Architect has not reseil.rched e.ich and every ,1terial, product and syste in detail. It is the responsibility of each work r, trade and Contract to obt.iin information necessary relative to pot ntial dangers due lo lo ·ic g.ises, smoke, fl.imrnability nnd other potenti.1 y harmful characte istics and submit information on such characteris cs lo the Owner rior to purchnsing .ind install such. 1.06 LIENS AND I SURANCE A. Provi Owner with certified waiver of liens by all subcontr.:i ors and suppl crs. B. Prov c e"idence of obtaining nnd c.iusing lo mainlain public h bility insu «nee, properl)' dr,mage insurance and fire insur,mce for th durntion of ti project and until requesl for finr,I payment. C. Ca y the following minimum insurance: 1. eublic Lir,bility and Property Dam,1gc Insurance 2. St.1tutorily required Worker's Compensation Insurance. 1.07 LAND. APE ARCHITECT A. andscape Archilect wi!l co1,sult with and_advisc the O\,·ner. Landsc, e Architect may observe construction and render interpretations necess.l for the proper ,md timely execution of the work. J.08 B. dscape Architect nor the Owner will be responsible nor have contr, or 1arge over th<! <1cts or omissions Or construction mean~1 methods ted iques, sequences or procedures, or for safety p~ecautJons .ind . pro ams, or the Contractor, workers, trades, supp.hers or any oft e1r agent or employees, or any other persons performmg any of the ork. Owner or illl}' C ntractor may request extra work o.r ch,m.ges by alte ~g, adding to or deducting f ~m the work, the contrnct sum bemg adJUSted tot eir mut~;,I s.itisfaction. Defo any P.xtrn work or drnnges are effecterJ, the pa )' requesting the extrn work or c mges must form.illy present the other party 1,h a pwpo:;al for any .ldded or c'e i1cted sum for their .ipproval. A. C. Erect ;ind proper mnintain at .ill Hmes ;,s required • conditior.:: <1nc.l progress of the we k, al\ necessary :md rec1llired pr ctivc b:irrkades,. for.ces and other su guards for the protection of w rk~rs ;in<:! th,: public. Const11ict and lo-:-,ltl these b,\rricodes .ind fe11ces, detenpmed uy loi:-al m.1thorities, cocles ar1 practice~. t\t ;i.J\ timc;:, d1,ring c.on I uciion ot erection of rojcct or its c<,i.\},oncnt palls, prior 10 completic l of t.hc ;.ttuctural fr, 1.e or pl.icement and permr.ne~t connection ~I ·~mponent mem~ s to the strl'ctura~ fran:e, provid~. inst.ill and mamt ll properly des1 ed .ind _copslr~1ch:d. . . te·nporarv bracing o.r arleq ate 5trength t revent d1slocat1on, di:;,orhon, cr:icking.·f.illing-off, or any lher damag o the "'?•k o~ nny <Yi;:~ componeJ\t parts du~ to fo;e. 'e_a?le nor al °':.:cess1ve wmd~_.:-;i_d • earll1qu;i..ke forces, w1tho1,t a 1t10nal st to Owner. Repm, OI mpJ;,cf.' .it no :idded cost, damr,ged pcrtit Lf. 'lf \ rk or cornpone1~t ;-11ts. The 'i~:.ign, ;,ciequr,cy rwl s;1fety J ,ectio11 bracing, she.ring, temi:,orary ~t1ppP.rts, etc. is the sole ,esponsi ,tf of the ,,·o_rk.::r.:: arid co,1tr,~ctc1;s, ancl hns 110' been considered br the L hi.:ape Ardutect. The Ln.;dsrnp~ Archite-:::t, hi. his :,ile \•i~itr,tions \ 11 ot in<:lmle i,1stw.:1:011,; ct t'~csc , tems. 1.10 SUlJSTITU oJONJ OMIT A. 1.11 A. B. E Su.b;n:1 sobstitt,t1ons oJ m,,t ia1:; c. me ,ods p~o;:oc;c~ t.J ~!.::-C·-.·ner in wr:tinr, for appr0\,1l or de al. Rec::uEst t ~~ s11bstit11tio 1s i1l ihe following prefor<:nti.il tinws, bt~~ ;r, :· i ca~e ;it :uch, ··1IT'e ,lh<d C,1;,tr;ic~or,_O}v11.cr and L<inC.:.sc.ipe Arch11ecl , re\'1e\\' h.me \\'O Id <1elay 1.he ]JrC•Jert •~u.11ng bidding period; 15 wor • : g days :in?r to la •st orderi,,g d::ite. Substitutions will be ,1 roved onlJ 1f mater !.-; or 111e:J-,ods an demonstrnbly superk in quality. Mm1ufa~t. er'<; )lternt11re !.lone 1w1.y not tw sufficient evi nee or proof of supenor1 ' A rcque'.,I ,or 1 SLJbstitution r.a;,stit "!!: a r~pre.-;cntation th.it we kers and 1:ori(r.\ctor!:. . wai•1" ;ii\ claim~ fo .,,1ditioP<ll l,1bor or m,1te.-ials i Qrr1ducts. H mo e than ,e m<1n,1foctl,rer is ~pecificd i1• :hese :, edfiL;i.t;,::r,:;, :t 1s tl1e Contr.ictor's ption to f.clec~ the one which he 1,1,1y d ire 10 l'Je. If moie tl,an one fil sh or style is <1v<1ilable in the ite1,1 specific, tl:c r.:o'ltra.,·tor i~ ob!ig.lled allow tile Owner tel m,1ke a scleciion. Nos .:;til11tr-s sh;i!l bt.> made wi out the L.mdsc.ipc A;ch'tect's aud thf' 0\-.·ner ::tpyroJ<1\. All c 1trnctors are responsible for the d.iilv remov<1J o[ all ac ·mulc1led deb s resulting from their work that d,1y. ·L.-,wfully rt:!move ti scr,1p, de is and otbcr exces!'-rnaterial:; from the site, or as otl1e:wisP .iy be di •ctEd. t comrletio.1 of work, protect work and fi.lishes i,om dama~e L. other 1ades or contractors. After completion oi project, removt> ~r~1LeLti "' mtit.eric1.ls and then clean ell for accept:ince b)' OwnPr Ensure that all material,; or products requireri to lie operntionnl arP operntional. Make necess.iry .idjustments for correct operation pnor 1<. scheduled Owner .ic<:eptartce E RAN TE PART 1. NERAL 1.01 DESC IP rION I.OS A B C A B .lated Rl'q11ircmc11ts: ReYiew the General Contract Coat itic,•.1:; a Di\•ision One, General Requirements, which cont<1i in rmation and requirer,1ents tl1at apply to thi:; Sectio Wa, Rclntcd: Ptovicle decompose ' grnr:ite , and as specified. Wnrk in Ot/1ci· Scctio11s: • :.ection 02810 SccliOI) 0?.930 plete a~ R11fcs and R 11/ntions: Perform all h"Ork and e 1.1a.:e-naJ5 which are in II .iccordance with latest Illies d regt.lr1tions of safety orders Divisions of Industrial Safety nd all other ap~l1cab\e law, and regulations of the City o 1"\'ewport :~e;,cJ,, Ca1iforma. Applicnlilc Stand Li test edition~ as s: Anv reference sh.ill wn,, ilw c...i ·,ent 'JJ scribe·d. ·'St;,ndard Sp ific.itions·': Stand.i SpecificatLc.1s ~11 tl--te Stc1te of Cc1lifo ia, Business and .ransporlatio.1 Agency, Departrnem o ransportation, ALT.iA?JS. "ASTM": Americ Soc;ety fo Testing a;1d Materiais. C Coorrli11ation: Be respons1 le for th p_ropc; inst,111a:io1t cf all site impro\'ements by oth trade. \•h1ch are all er 1,1 p<•rt emb,~dded, built-iP, .ibutte to or O\'('red over by lhe crushet.: stone p,~ving. Insure th-1t s h • ork \n rorcq:,leted by thew in .implc time that progress e,f e ·-ork 1s not delayed. SUGMITTALS OMIT 1.04 A B. Sq11plcs •ma Product Data. S ,. 2. Decowpo:.;ed Gr.init, One int for each size anri t:'.Jlot range On Site S.imp!e. U e (l)-4 tt 4 ft...: thickness shmvn 01 Orawrngs S11fi,::{tia1 Schul 11fr: Al erCldllCtS ,n tn requi.-eLi for submitta shalt be include subrriitl.it package. section which 1-; ·n one Dh<sicn .!. FINAL ACCFPf ANCE: the L.indr.cape Architect in conju:,:.:-tlon-.\'ith Fin 'COill}IOS!!d gr~inite pav 1g .viii be acc€pted b)' pen satisfactory comph.: no[ ;,i: wor"l:., ,uvi An:eplance of ,1\l \andsc. e p<1\'ing worJ.: PART 2 ~ l'RODUCTE' 2.01 DECOMPOSF.D Gf<, 11 f, A I. Fi.1 A!_.:greg,1te· Si ve Size •I 30 ~?CD San,;! Cquiv.:ilent Cou,·•;e A,\sn•gatc: Sieve Siz": 3/8" #JDC .~,00 J, L'1i!or: 'fa .. or Butt. ?5·10(• -~O 5'J '5-'1 '> 23 Minimutr• Supplier: "Track Pines" by Mid City Granite, Los Angeles, CA, Tel. (213) 467-4296, or accepted equal. ' • :.i .. 02 2.03 .. .,. - L STERILANT: 01'vdl Ure<1bor a:; matlufactured by Best Products Oh sion, Occidental chemical Company, Lntho?, CA POR LAND CEMENT: ,<STM C!SO, Typo I or JI. 2,04 CON RETE MOVVSTRIP: S.:>e Sei;tion 03310 l..05 W.'\.TE • Fresh, ,;lean, potalJ\e w;,ter ris furnished by Contractor. 3.0l 3.0l ·• .. 01 A B C PREPARATION \lc,-if ·nticm of 511/1gmdes: Verify tlrnt :;ut-grades have been ugh grade to lines r,nd grnrl_es to within O 10 ft. to ,1.:::cept {2) (4) 1. deep, ushed .;;;0ne p,1v1ng. Com/'!IL" iflli" Cc.11pac1 :;ubgrade to min:n,ut.1 90%. 1. 3.- Mi. JJ'.!'' 1v'.l:i....: soil sterilant in s••rnye1· tank with ean water :icc, diilf; to ma,mfacture1's 1.i,~st prin~ed spec· ications. Use prayer whid, ,vill aprly tnc solutio11. llni innly, \\.'ith ut disturbmg the :;oi.. . 5,:;/11tii 1 1~ntc.: Apfly ;o day soil surf<,Le ,1t 15 g1llons per 1cre. l o not app )' whe11 wipri vclocitv ~xce s 10 mph Oi' Outing 1; ,1fter 1;,il1, • ' ·Jc1•tli. llf". l '<"ii~tely ,1:ter ,,pp1icc.ti 11,1 of spray .::~h,tion, '·i,•;,rouohJ.• 1cor,--o:1te the rnlutio11 ill ') the sml to a dq.,th ~f? t ·l i.; per manufa1..turer': ecom•nendr,tions. 1\C'CREGA'1·t ~;.Jrb . .-..~·._:. A P/aceJ1.1:,1t: .J~re-1,l ,1g ~;,;a~e -:ui'b~:;e over liornughly Lon.pa;:ted subgr?.Ce, in cct,form, ,Le te, Sect:on 26 0 th"! Str,nd,1rd Specifkalionr. C:0rnp.i l~y ,·oHer or !nm e.·. r;J.:C:OMrOSE:.O GRA1 11 rE 11A lJ'TG .II. GC11cml. I.,s;.1:1 illl c~me 1. st.ib1liuJ c s:,ed stone work triie to gr.ide, p•or.e~ly coinci~Ll "i.th adj~c nl work "nd clcvc1:ions. Pwvidcc' cl tuusn~d surlace rn1Iorm 1· texture ar.d appe.irnnce. Co 1101 permit fir11shed Wl~, , to var} no:e !Jwn 1 /8 inch in 10 ft. i1 om t: ue profi1e and cro~:; <!Ction. C: D r, OMIT 1. t~t• r~r-,!: : ;1v;ng sh.iii c:-o ist cf i:l ,ni~tt .. ;(2 of d(;co1,1poseL f"tc1nite, cem£.nt <tnd \"" , ~hcr-::.ug~lv mixed bv f;...volvlng bL:1de:: or rot,· dr·;m or r.Ortin 10us'mixing <Ii th!' option oi the Co,,t c )f. 3. l:c111t•,1t: P.cid Forlla1, Cen ':'I~ t0 a~composed granite at,, r,1ini nm.,. of_:!% by \ eighr f the dry ::i.,es. Increc1se ~he "'mount o, \.emcnt ;i rec1mr Lo ;,rovLde a compressive strength of not le=,s 1an :>00 si i"'..t se"t':n days <IS deterr,1iPec' I:-y test' g proce re. i,•1•drr. Adj.isl qth tity of w, t . .idded ~'l the mixture to p~1i.11t ,naximun compaclic-n f d1.e rrcterials when t'laced c-n the su· grad:'.! .. tns ta 1111 tion • 1: .c;11/1lmrc: J'hor ghlv ".."'Jf?i\'l suboas oJ a1! debris, lo0se rlirt ai,d othP.1 ex aneoi.1s materials be r~ installing rieLomposed ~.inite. Oo net inst.it decomposed grnnite \"hen :1.1b~a er..i i:: wet or nuddy. !. 4. r-.~ de s Lem .adh Ihw1t,ghl;• coinp..-ct to 0% by t1ppro,,ed 1.1eLJtod r.o,1:m1.i; ,tea Arcnc; 1.::0 11ot permit nt 'lure to r.o,1~1mi are planting <"rea,;. Clenn 1 ~) • 1rnediate!y <my ,·,,i..:lur spilled on .:idjacent pnving. Cr11.ii1 : V.1hc1, su,·faLe ue, s ,l<1Ve ~,e ... n . lied aud ii be<..o .!: hecessan' to add ., lhin laye1 of n ateri.11 to brine ;::u,,;; rf.:.<:e to gracle, the previow:;ly rolled r comp.icted ,l ·e~ ~,,]l be 1akEd to providf> a bond ,,_,•;th 1e added :r.a.-11,i\ A. ,;,ra::oJJ Time: ,·.J-:-: mo.2 ,h<',, ~ }/~ :10tu • shail co!.ip:c b we':'r< ihe time 1,·nter i~ al~cled <n th.c> aggre les and c ent, a ,ct the tiTne of co,noletion cf tmal t • mming and mp;:1,_:·i,;-n. ~!!i:I! 1'n,1i11s S!!l}C••:1•. f;m-:•Je ,I u:1iform textu •;olo. a,tr! without •1 cem~ni 1.1c_tr1r fil 11\ on thf' 11 foce [E(:TJGN· : :-:.i'cc'CI the JJ;i1•i1,~ ,t[ahst traffk, i1,jury cemeat, 0r dc,mage 'f:ly .-ai,1 tluri 1i curi,1.g pe. 10d and -'>~qt1e,1t cc11::;tr,1clion o,:ieratior,s until Fil'a1 Acceytan '11ri1p~: Aft<>r i11~t:1..1atio.,, i-:e~p moist ror a pe;iod of l d.'.l:1s . Apf!Y •vater in ci fii,e _1,1_ist nr spr.iy ~nC.: in s11ch a rnan.1er ti "I it w1L uc i do:ni.ihe t11e hPLSJ-.ed ~urfac'" Dn,w,,.:ul or [·cfcct1v( mr;ni/ntio11: J~e,:,,,;r ,,.16 :eplace in <1c.cor~ia,1ce wi<·h ::Le-.:;l Sp_ecifkc1tio11s 'lt 110 ~-d•:l1tionr,l c0st to Owner. Keep ,11i ,:,eas c~ work ue:1.,1_ ne.it ;inL~ ud~rly <1t all tim::,s. Keep al! ,1,:lj,ve.d pl,11.ti;i_s ,1rc.1.:.. ::-Je::i,1 dt.iir.) ;1.iv:1 b or=ier.iticns t1~innv:c. l.·•Jn. tne p!emi:::ed ·111 SL rp!d::; r.,at ~rial,s tools, ~quipment,, Jboi;;h .-,nd e,,ebr(c; 0C!":l1!:inl trom the wo.-k at no ex!")r>,l~C tr-the O·,•mer ,?.,..ID OF 51::.CT·,Ot·' SECrJOtJ 028"11: Ot·.SCRIP 1'IOi J e. C A b. ' l<.d11:cd /\L'1p11rc,,wll::i: l{E 1 ·-'"·.1 the Get1era; Lo1,trnct Conditions cmd C'ivision Ont, General Requ11tu~::::n•s, whic:1 con~.iin infnrma,ion ar,rl ,equ11enwn\s that applr ·" ·,· • Sec:tio11. J<cl11tqi 11\ ork •.JI 01:icr Srclwu~. Planti;1.g ~eLl 101•. 02950 ::;itl..' Co,1c1cle -Ser:Lion O\'f10 App1i<a/1lt• Str.i1,;1r,rtls·f<l.!••1e•,,.. o; CJwne•· ,md l~<~,,dscape .A,·Lhitcc.l • Comptllihrlit / Wi/11 A111nce11t h1mc, inls. \lr.rify ihal .lli site furnish•nss are compatibie with .idjacent sit(; :mprovemcnls b)' ·Jth2rs, .ir,r.i that their instailai.ion si,,111 ,10t au .rersely affect 2ithtr the dte furnishings of existing c,; projJG.i::?d site imDrOVCff e-11:·.;. • 1.03 SUBMITTALS A. Product Dnta: Submit manufacturer':; curr~nt literature for the fo~lowing items: 1., Color, finish nnd size for each type of furnishing. 2. 111.sta\lation instructions .ind 1ecommendations for genernl m,1inten,1nce, B. Submittnl Sclwdufo: t\ll products in this section which is required for subrnittal slrnll be included. in one Divisio,1. 2 submittal p.:ickngc. 1.04 PRODUCT DELIVERY, STORAL,E ,\ND HANDLING A. B. C. D. Ln!ll'fiu,;:: Furflb!1. all m«tericlJ:; in m;m11focturer's uno1-1e1wd. origina) cont.iiners, be.iring origin.ii lnbels showing quontity, dr.scription .ind name of manulacturer. Dcfivcry; Deli ,•er <'111d 1•~lo,1d ,tt the site on p,1.llets t1.nd bmm..--J in s•Jclt a ma•mer th.it no d.image: ')Ccur:, to the product. Stom,;:c: ':ll:ire produr-ts in i1 m,111ner \•:hich will pr~clude .ill r:li,mriger.. Oar,1.igud m,1terials will be rejected. Remove nll d<'n111i-;ed mr,terial,; from the jnb :;ite imml~LU<1tely, .ind replacer,;: .,o cc,st t:-i Owner. Hnmlli1!!,:: r'•~rnisn suitable equipment to loc,'lte ail sitr> furni!ihin~ m.ileria\s carciullv and effideatlv. Lift n,a·.erials using 1;ft•.1,; inserts provided by manufoctui-er ,,here .ipplic;ibl(•. rAilr l .. PRODUCT3 \-i....ie; St;r·k1, li•i;:. Cunkirk, Mar/land ?0754 Tel {JUl) 1;5=;.s3or1 Sit: S!!!n1.l"1-e:5 5111th .'mn, CA T 1 1.1 l) _;;.· ~Olr! 2.02 PJCNIC ·r ABLES: B. rinish ;,1,ri color: ':.lea, stamed c:ll J.enrt ,·edwood C. i\-,odel: Cf-4, fou; ~kled table vith 3· .q•1a;e tabletop and -r,.,: 4" rc.dwood membc,·s. D. Concrete f.ootin~: A~ shown in detail <1;1d per recomme1~dations. .?.03 BENCHES: A._ j'v\'c111ufoct11:er: ,-iclrir ~~ti:1c. -- na,u1fact urc,·: n. finish at~'2-o~ Clenr s1ai 1eri 11\ heart redwood C. Model: Model 14, Homeste,1d 5:-ries, 6. k.1gth ,dth irt-ground mountint:- D. Concrete Footing: As s,1own in '."iet;,iJ 2.04 CONCRETE t=OOTIJ'1GS: See Site Concrete: Section 03310. :•ART~, EXE.CUTJON 3.01 GENERAL A. Acccptr.11c(': Do not in~ tall site .ind street furnishinss prior to , .:iccertance by Landsc<7pe Ardutect oi ,1;ea to receive such mvteri.i\s. B. Localimrs:I,-,st.:i!J ,15 directed r,nJ r,s s.ho\\'n ... n the Drawings. 3.03 CONCRET.:. rOOTirJGS A. Lnyo11t· Accurately layo~t :'I.I\ footines -.s lalled for in the Dr.:wings. B. /n::'',/latiow Exlil\'<,te form .is-.equi,·ed nnJ fill for footings as :-.renfied in ''Site Concrete: Section,03310". 1.04 CLEA!',i-U,' A. Keep al arens of work dei"n, ne,1.t ~11d 01derly .it ;ill times. B. Clea up ,nd femove all debris fro,n the entire work are.i to ~at_isfaction of Lands1,.,1pe Archito:ct prior to Fin.ii Acceptance. END OF SECTION SITE CONCRl:Ti-. _____________ --SECTION 03310 I.OJ DESCPlf·T,01': A. 1<1:wti:il Rc,1uiri:IIH'.ll;s.: J{eview the General Contract Conditio,1.s ,rnd Division One, Genernl Re<1uiremcnts, which contnin ii,forr.1.-,tio.1 end requirements tJrnt <1pply ·o this Section. fl. Wc;rf.: Inc/ruled: ..:oncrele footing_; for Site Fur,1ishings Co 1erete Steps ,,t Viewing Points Concr2te Sidew.ilks C. t'.dr•cd Work in Other 'iL"ciious: 1.02 Q0AUT': ASSU!lANCE: A. A11p/ica/,1: Sinndr,rd::;: All references lo the "Standard Spec;fic;,\i,x,s", "ASTMff, or "AC~" manuals shall me,1n current or !ate~t cditk1ns .is described below. lhc ~.-.-,1,frr,t S11ccijic11tim1s • St.lndard Spec:fic.itions c-f the Stale of ~.,lifor .. : 3usiness and TranspOttation Agency, Depc1rtr.1e1H of Tr.1nsport;,tio,1, C;;\Trans ASTM ~ Amenc,n Soc:iely for Testing .ira1 M.'.lteiials. A:.'. />meric.in Ct1o,crete l,,slituto, M.inu;,l of Cc,ncrete Pncticc. P~nc;i{ Compac1io,1: ASTM D1557, pen:entagl;! of t.he maxhn~un in-plilC'~ •ir; rien:;ity of the s«.ne n'"llf:ri,11 as th:termmed by Soils EIH!ince •, 0 . tl. r.tJ.Jn-i.i1111tir11. 1. Cc,otd,nat,-. ·,.IJ ile.ns ol other i.radi;s to bt~ <1.1rnished .i.,10. set ;,, pla\.e. .,;::,1;0 lh1.~ s ,ch 1Jortio1,.; of their \\Jrk :i;~ :ill or in pr,rl ,T,bid-ied, b •.1l in, :-it"w-:he1 ,_.,, c; .. •p::,o:teC. ,y (lr co,1er?(I • ' .I J .. 3. over by the concrete work are executed by them in r,mple time that prngress of the work is not delayed. Do all cutting or patching made necess<1ry lo comply with nbove injunction. 4. Coordinate proper installr,tion of all .iccessories em~edded (n the concrete and for the provision o( holes, openmgs, etc., nece:;s;,ry to the execution of tile work of the trades. C. Li/JC$ nud Level$: A licensed surveyor or regi:=aered ci\•il engineer shall J;,yout and establish r,ll lines, levels, grndes and posilions of ;,Jl p.irls of the work. D. E. 111:-l'cct/011; Special inspection and testing shall be provided for all structural concrete where required b}' Section 306, Uniform Building Code, and per this specification. Staff: For fabric«tion ,ind insi.-,llation of work use on\~• personnel who are thoroughly trnined and experienced in the .'ikills required, lrnve installed similar applications of the specified products within one year prior to beginning work of this section, m1.d who nre completely fomili,ir with the manufacturer's recommended methods o{ install.ition as well ilS lhe .-equircments of this work. 1.03 SUBMITTALS: 1.04 A. Cmrcrdc iv1fa· Dcsis11(s): Provide three copies of concrete mix design for e;,ch proposed concrete type and use. D. 2. .i. All concrete mixes shall be proportional and designed in accordance with the County of Orange, ACI nnd Uniform Building Code. • b. All mixes shall be designed for ready mix transported concrete per ASTM C94. c. The Contractor slrnll employ an independent Testing L<1borntory to take s;imples of aggregates and to prepare design mixes. Proposed design mix sh.ill be submitted In the L;,ndscape Architect for review prior to placing concrete. d. 1-:>rnportio11s of aggregate lo cement for concrete sh.ill be such <IS to produce ,1 mixture which will work re;1.dilv into the comers and angles of forms and ,1ro11nl reinforcement without permitting segrcgntion of mJ.teria!s or ;in excess of free wilter collection m1 the surface. The methods for measuring conc·rele maleri.ils shall be such that the proportions can be accurately controlled ,,nd e<7sily checked during the progresf. of work. Mix Characteristics Footing: a. b. c. d. Maximun1 aggregate size: 1 l/2" 111.ix. Compressive strength: 2500 psi Slump: 4 inch maximum Cement ratio: 5.5 sack Matcrin/$ Li_,;;t {11111 Dornmcntnli(JJJ: I. 2. Acrnmpanying shop drnwings, provide written lisl of all proposed materials, including forming, curing, concrete, tie rods, rebar, and rel«ted. products. Prcn-ide certific,1tion document.1tion as required below. 3. Pro,•ide three 0) samples of e.ich r,ggregate and sand proposed for use in the concrete mix. • • E. Test D11t11: Submit copies ni ,111 l.iboratory tests and reports of nil mr,terials. TOLERANCES FOR EXPOSED CONCRETE: A. B. C. D. E. F. GL"uera/: Variations below list the maximum permissible deviations from esfilblished lines, grades m1.d dimensions for all exposed concrete .. Vnrintion frnw Plumb: 1. [n the lines and s1:1rfoces of walls and pavements: In 10 feel, maximum 1 / -1 inch 2. For exposed corners, control-joint grooves and other conspicuous lines: <1. In «ny :w iet't, maximum 1/4 inch b. In any -10 ieet or more, 1 /2 inch Vnrinlicm from th1' Level or from tire Grmfrs slww11 17a Civil E11gil1t•n Drawi11is: 1. In pil\'ementi;: 2. a. In .iny 10 feet, 1 / 4 inch b In 20 feel, maximum 3/8 inch c. In -tfl feet or more, 3/ 4 inch For exposed joints and other conspicuous lines: a. b. In any 20 feet, maximum 1/4 inch In 40 feet or more, 1/2 inch Vnnnlio11 111 Cro:.s-S1·c/io11nl Tl1ick11css of Sln/1_,;; n11d Wnf/s: 1. Minus 1 / 4 inch 2. Pills 1/2 inch V111'/ntfon in ffodii: l In rndii of 30 feet or more: a. ln ;1.ny 20 feet, 1 /2 inch b. In ,lll)' 30 feel, 1 inch TL"slins Li1horntary ScrvicL'S: I. 2. Perform .ill required tests .ind coordin;i.te all efforts with lhe designr,tcd testing labor;,tory. Coopcrnte will\ testing laboratories to permit proper • testinf; ,ind inspection procedures. ,LSWI! "(1629 !)>•.-~ .. --.. ~') (_Sheet .C-11 .Of--2~ :··-··'·'' 12,~,;,.,:-~':_,~;.",,...,, ~-~-·~:J~.: ,;".') L A N D S C A P E ARCHITECTURE ERIKSSON •PETERS •THOMS • l2L4 Ees\ Cr•~11 Str••t, P•,.<l•11a. Coliforn1~ 91!06 T"'leptionr (618)79!>~2.00B (213)B6L·:l406 FAX (fl\8)79:i--2:i-47 • 27461 C,\lr /\rroyo. San luon Cop1•trono, CJ. 926?5 T•lephone (714)661-7127 FAX (714)2-4B-:.!599 Re'riiioo ,, Osle PREPARED FOR: • ··.-.:i .. IRVINE COMMUNITY DEVELOPMENT COMPANY . 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CA, 92660 .... .. ·. . •; -\ .' • ' . \ -w✓4 \' ·. 'i'/6/'>Jt / i .. .. ~·~· ..... ----~ . uu ~~ <C~ ~~ w u z ~ Q 1--1 0 0 ~ . rs ~ ~ ~ z ~ 0 °" ~ <C ~ w u ~ z f- .@f; er::: I-Qv, 0.... <( I 30 y '--' LL.I u z CONSTRUCTION ' ' ......... ., SPECIFICATIONS PERf.;tTNO. ' II lob No .9i,.s10 I llmrn l ""'.,.,t-11 '· ~!!d---,---~ , .. ,,.~·~·-~---··- / • ··-. .. • ,• ' i I ' I '·t •. I J I ' j I ' i" f I • ' ' ' ,.J \ . ' G. Res1m1isif1ility of tllt· Ccmtractor: The Contractor sh,111 be solelr responsible for !he structural udequncy of the forms, ties, shoring, and br,1cing. Any requirements given herein am minimum !or appe,1rnnce purposes only, not to bi:> considered ilS structur.il design. D,1mpproofing ll\ilterial: 12 inch X 12 inch sample p,1nel. H. r~·M D11ta: Submit copief> of il\l laborntory tests ,·md reports of all materials. 1.05 ANALYSES OF SAMPLES AND TESTS: A. Snmplrs: Select a qu,dified testing l11born1ory to l,1ke s.imples for testing during the coursto of the work as considered necessary. B. Cvsl of Tt·:.till~: Pnid for b}' the Owner. C. Nt>ti.ficMic111: Notify the Jesig1wtcd labnrntory in sufficient time to illlow taking of samples ,1\ time of pour. D. R1!ji>c1Cd Matcrin/s: Remove off the site <1ll concrete below specified strength. E. Co:,;t of Rcmovnf nmi Rt'lcstius: Pily for full costs of removill of rejected concrete ,md its replacement with concrete of spl'cifil'd strength and retesting. 1.06 PROTECTION, L Delh·cr, stoa• ,1nd handle 0i1ll products in a manner t{l prevent damagi: and deterioration. 2. Store all prodtu:t::., including reinforcing, off the> ground on pallets, blocks, or other devices. 3. Use all means necessary to protect the installed work and 1naterials of all other trndes. 4. In the event t1f damage, immediately makl' all repairs and replacements necessary to the approv,1\ of the Architect t1nd ilt no additional cost to the Owner. 1.07 FINAL ACCEPTANCE, A. Rc1iicw Date; t·.rf,1ke t1 written requef.l for re\•iew for Final Acceptance at least five (5)_working dt1ys in ildvance. B. Complctit111: \t\lork will be ilcccpted upon s;itislaclllf\' completion of illl sile concrete work. , C. Rr5po11sibility: Upon Final Acceptance. Owner will assume responsibility for mainlennnce of the work. PART 2 -PRODUCTS 2.01 CEMENT: ASTM C150, Type I or II Portland Cement. 2.02 BASE COURSE: 1 ·1/2 in. maximum size broken stone or crushed grilvcl. 2.03 COARSE AGGREGATE A Description: ASTM C33, hard; durable, uncoated, \,·ashed, gr.ided, deaned and scrr;encd crushed rock or gravel ,1ggregate for regul,,r weight concrete. Do not use crusher-run stone or bank- run gr.iveL B Grading: Do not use aggregate which hilS a maximum size exceeding 1/5 of the n.irrowest dimension between sides of forms of the member for which the concrete is to be used, nor larger than 3/ 4 of the minimum clear spacing between reinforcing bars. Do not use coarse aggreg,1te which exceeds 3/ 4 in. for paving. • ?..04 FINE AGGREGATE A Description: ASTM C33, dean. hard and durable sand. Do not use sand coated with injurious <1mo1111ts of silt, loilm, d;iv or other deleterious matter. • 8 Grading: Percent P,1ssing Sieve Size 45 -70 15 -30 3 - 8 :C.05 ADMIXTuRES 1. Admixtures shall comply with ASTM (494-82 # 17 # 50 ,100 2. Admixtures must be inc\udt>d in miX design and ,1pprovcd bv the Architect. • 3. Use of caki•.m1 chloride is prohibited. 2.06 COLORING AGENTS 1. Product: CHROMIX Admixtures as produced by "L M. Scofield Compt1ny". No Equals Accepted. 2. Colorc MAT('.;H ADJAceNT Fl.Ai "401"-¥-. 3. Use: For concrete steps ,H Viewing Are.:is ONLY. 4. Finish, A?\D HAS!-1. 2.06 REINFORCEMENTS A. Reinforcing Bars: 1. ASTM A615 Grt1de, 60 deformed billet-steel bars, cle.:in .ind free from ru:;t, scale, or coating tlrnt will reduce bond. 2. Provide reinforcing bnrs #3, #4 ,is shown on th:.> dr.i\\'ings. 3. Pro\'ide het1t munber .1ni.l mill analysis for ,111 reinforcing. 13. Reinforcing Supports: 1. All horizontal reinforcing sht11l be supported on ,1ppro\'ed chnirs llf supports. 2. Prtwide metal or precnst Ctmcrete block b,1r supports t1i all sl,,bs on gr,1de. C. Dowels for Expansion Joints: ASTM A615, smooth, billet-steel bars. D, Tie \·Vires: 16 gauge minimum black am1ci1led. 2.07 WATER: Cle,1n, potable, concrete mixing water free from injurious amounts of Sillts, oils, ,1cids, alk,1lis, Drganic mnterials or uther deleterious m.itler. 2.08 AIR ENTRAINMENT: ASTM C260, .iir'-entraining.admixtnrr>. -\. 2.09 EXPANSION JOINT MA fERIALS: A. General: 1. All joints shrill be loc;,ted anrt confgured as shown ii, dr.iwings. the 2. Depth r)f all joints :;11;ill be ,1:, r~guired by the ::;l,1b or W<\ll thickness and 11s C.~tililed. B. Backer Rod: C.loseri cell fot1rn b.'.lckcr rod of the dze rf"!commended by the Manlifact11rer for tl1e joint se,,l,1111. C Joint Se,1lilnt: 1',1cific Polyme1s, f'RC, or upprnved t!'llt"ll to be tw 1.1•Part,gu11 grndl!, polyurcth:,ne with a Shore 'A '"udnes!• of nnl less them 45 after 7:! hours. D. Premolded Joint Filler: Clof.erj cell plnstic joint filler, cmitaininr, 1\0 impregnated petroleum pror:11.cts. E. Bo1,d bre,1ke1· tape to t.r,• as recoC'1me111fod b)' seal,1nt mnnµfacturer. F. Cok1r:·To rnt1tcb t1djt1c.~ni concrete :;uriact!S. 2.10 FORMING MAT~l~IALS / A. General: l. All mnterials nnd tech,\ic1ues ~h.111 confor,1' to AC! 34/ ,1nd 'l!', specified. '2. USl" (1f metal, fiberglass or other forming materials ,1CL~:,1.1bl1: with prior review by L.1ndscape .\rcbitect. B. \Vood Forms: .i. Exposed concrete ~urfaccs: Plywood, S-1S, PSI; B face on C'li1til•;t side, Ext. Grnde, Douglns Fir, Class l; not less th,1n 5/S in.:-h tbck. Mill oil or resin coat both surf.lees ill filctory and senl edges; ll:;e typt• that will not stain or leave rcsidl,e on concrete. b. Unexposed concrete: Bo.ird iorms or ply,vc.md ,1s sr,eC:.iicd io~ exposed concrete surfaces. Bo.ird forms; Douglas Fir, sound, good quality, and free from loose knots; not l,ess th.in 3/<;. irch thicl:. 2. rl~•wood forming: a. Conceal!.!d pt1rtmns mt1y be APA r.ited Il-R Plyform, lxterior grnde b. Exposed portions sh,1\l be APA rated, mcdillln density ovcrlt1id, exterior grade. C Radius Concrete Forms: 1. T0 be ilssembled in pieces rerresenting the r.idii required to perform the \·vork. Shop cul and as~emble whcn.possl':ile. D. Forming System: 1. Unless noted otherwise, systern shall be selected C'y the Contractor, and shall tie suitable for pro\'iding concrete tl:,at 1neets specified tolerances and criteria. 2. Planter wc1lls shc1ll be formed usi1,g Burke Pentil-Tie system o: equ,,L :l. All concec1led form tie holes :;hall be filled \\'ith Bmke SnaPll,g, ,nort,1r fill, or i!pprove.-J. t':L}Uill. 4. All exposed form tie holes shall be fillc,:J with Bl,rkP Sn;if'Jug reveal type. E. f0rm 1,elease A8e,1t: Shall be E>1chd Chemical Cn. Eucoslip, VV.R. Gr,1ce's ForTflfi]m, Noxcretc's Pre Fonr,, or appro\·ed equal. l. Jt1r'L:.e or equt1l. f\lC ~1last1r:, ;;11,e iln,.:i Ct 11ti~uri1tion ,,.:; show1, 01, Jrnwin~s. ·/ Prov1d<:;> minimum 3/4 ,,1ch t;;ce d1;,n1fercL-l corner a~ ,11l in:·;d:> ctl'd CJUtsidc r.orncr:: of oH L'.)nc.-c,te rx.i:io:ed to view. 2.11 t:URII'-'G COMPOUNDS: :. All coinpour.d:: shall 1c.• currently ap1-,--·,:wrd b)' tlw EPA tor 11fe. 3. Verify compatibility ll: rompounds •.•ith <11 ~ubsequen~ operntions ~.12 OTHER PRODUCTS: /ro\•ide ali other product~ 11.:.cessa1y fo1 complete itistallntion 1nd operiltion. :;uch produc1~ c,hall be subjec·_ to fhe review of tl1c Landsope Architcc't. 1"lART .1-EXECITTION :.t01 CENfRAt A. 1. P,,,vid;:, foe pos1t1ve ,],ainag.:.' on -1.ll cr.ncrete ra": 1e su,.foce,. 2. Report in \\'ritin3 rmy discre;>anciei; or omissions t.H drnwings and conditions on the s:Le which would prevent proper drain.1ge. Do not proceed ,,·ith installation in ,1ret1s vf discrep.'.lnC)' until all s1.1ch c:lisc-repancics h,wc bee,, ~-,roperly resoh•cd . 3. J...Jo "birdbaths .. or oll1et surface 1r:eg11larities ,,•ill br> eermitted, l'rope11y ("Orrcct irrcgu\Mi 1il.'s 13. SccmT111c11t: Use teinpliltes for all a,1clw; p:ates, bolts, inscrLs and other items embedded in concrete. Accurntely secure s~1 liHt they will not be displaced during placing of -:ontretc C Prior Lo inst.11\.1tion of wnr:rete, carefully inspect lhe m::tnlled work Clf all othe1· trnd~s and \'erify ~hill all :;t1ch work is compl•·1t- to thL' poinL where this ins1,1ll,1tion mny properl)• i;-ommcnr~. D. Vcrdf that t1l1 work can be inst«llect 111 strict .accord1ncc. ,1ill1 all pcrti11c1H codes rtnd regulations, the origi;m\ design, ieviewed o:;ubmitlals, t1ntl m,1nufocturcrs' bte;t printed ttcommendation:; ~.02 J.03 3.04 • ( , I , ' LAYOI.JT l)J~EPARATION. 1. Prf!tcci t1nd mili,1 t<.in a!J ex1,<;ti11g refere,Ke elevntio11s, benchmark:,, ;ind other di\tLur> points. 2. Prnted all utility and cenilce stub-outs from dam,1gc B. Vcrificnliw1: Veliflr c.levations, dinw11sions, ,,ml .'.l1i1;n;nent wit.h work • L • <i})l'cifieSin" other :."ectinr,,; <'1ld ~one bf other trades. 1de:nt1(_.,, •Jediy, an<l coc.rdiirnte plncen1ent of pipin,'.; 1md c<Jnduit :.:lee\1es thrcugh omd under cm1c,et.c. loentify, \•erif)'. and coordin,•te the locatinn. dimen:;ion, t1nd rnq1~i-:-ements of all ,·eccs::;Es, blC1ck-011tt. and other s!le provi:.ic.n:=;. BASE COURSt: C':lmpilcl to 90";?, r1::!ative comp.ictiOJ~. COJ\iC~!:YE INSTALLA110N: A. C.,1'1;1·rnl: 1. l Concrete Streugth: Minimum 26 day compressive strength of 2,500 psi. Concrete to be installed by County Stilndards. Trnusit Mixt'd: All concrete sh."11! be transit mixed i•\ 1cr:ordanc,,_ \\'ilh req.1irn1T'ent!> of ASfN1 r::;4. J. fi1,1c: Concrete shall t,e '1',i;,.:LO :u 10 mim,le~ .,1i.1imum. Concrete -mixing sht:11 cor,ti1,..1e until C?t c.;ete is i:cmi:,hit'.!ly dischilf.f;Cd, Minimum of mi)··.,g tin.e ~lrnJJ be 1 :,1inute:-at the Job sit..,, •!. 'Nnlt .-: ,j l(;,:,r no tircumst.:,nccs s:1i11l tbP -:ontrnctor i1dd \\':der to the ,oncrete mix. .,. Stmrdan1 Stec ificnlions: Apr1\'c,1b\c ,'€(!Ui.emer tr, of Section 31. "Concre:t' Struclu1es," anJ 5..-ction rJO, "Portlil,1d C1.:ment Concrete .. , •'xcept ;,c; modif1:J :1erein. 6. Concrete :;hall be r{:.jtctcd if net placeo ·,vlthin 90 mim,tes of ilddins, water .'.l.lld ,1dmi . .:t..1rP.::. 7. U1•cler 1u• drcu,T,Sl;oncf!f, £h,i I tlw Cont,nr:tor .idd water le il1c 1..{1,1cn.'tc mix. 8. Slnre all sl,,bs !o clrnir.s, d•J}1r:'S~irn1::, or ')[her components as ~how,1 on the d.r;,wingc;, B. Plllccm~11f: ~. OncP, conc1ete·r-pe,·ation h:1:": !)egun, it . .;:\all he continued ,.1,.til the specilied ~1i111el, 1.:c,.,1ponent, tir section is 1:omplete. Use of r:c,ld joints is not f,errniaed without :;pedl'c prior app10N1l ':lf i.h'? Ln1td!:.cat1.? Architect. ~. Concrete sht11l not be ylacen ii. watt'r_ an:.i water shall not ½e i:,ermilted to ri!'.e over LOncrete p;;oc to finals :t. 1. Do 110t t-1 c1ce concrete un::ll c11l reinfo:ci,1g, sl~eves, ,u,~ ronclt•ils ,1rC' in pl;i.ce anoi Properly f:.,stfued or co,•P.red. .:i. Cleiln ,1nd co,it all for,11s pr-or to plncernent. 6. Qeposii rnncrete ;is close ,,:_o prnctiutl to its fi,1i1l positlon. ). All Lonr:rete shali be cor.sohfoteL.i \.,;i:h the <1id of apr-,r-:n•;.1J meth<1nirn\ vibr<1t.intT equipment. lntcnsity of \·ibrntio.- <:.hall '...11c Sttfficient to th')1·ou1_;hly c.ni.1p.id concrl;'te. The conc,ete shill! l,c co,npncted nnd v,.orked in c n :ipproved ~1.,nner into all cc,r,,ers .1nct <,,:iglcs ')( the forn,s :md :,10•.tnd ,emfC'rt "m!!nt a'l.d P.m'bect,1e,1 i•ems. All er-•, e:e sht11l be p:a(.e•i in -:omph<1ih:e with ACT )!l;i,r .. 1a1 J ·n1f: 111<1x1a1tu11 i.ilaLir1[:. te.npe,.1tu1 ·~ of t!le depos1t•~ct cor,;..etr-!'.l1al~ .:.e 90 drcg.cl'5 E ~f we.itl1€, conoit:o,1s \,-oul.;.i t,1use th~ con~· ..,le fe.npc,-.-~ures, when det1(,s:tcd, to ex('c~d 9o deg-ree:: F, th" ,ni;,.-::·,1Jl be cooicd by •vel"ing the -.gg,c.gi'ltP orb/ ,:,thet ::i.1-)PW1Jrinte me··hods. Revfre mix d~Slbn .is nec:::~srtry aI'd -1l,tai.l approval by the Lant.'.sc<'pe P.1Lhite,·1 ' FVRJvi\VORl" lNST:-\LLATI01-..!· A. Gr 11, n./: t. Cc,11st,•1ti ;~in .. ~ .. ,ccurately ~o din~(.nsion::;, !Aumb .a1.d t.-... c 10 1ine and srade ilS sh')wn on tl,c --ira•ving,s, subjeCt to to!r>ranes dcfin.?d iP ::1is seecificat,o,,. J$; torm:, tha, ·1te f.ubst;;ntia\, nwrta• tight, br,,ced and tiea so as tc. m,1i1.1,.:11 position ilnd shape du i.ii; placinb of reinlo.-dng ,1,,d .:onGc'lr. Vavy s • .rfou~s nnd t,t!1gu: walk or s.110 s11.;1v:s ;es1ul!no f:-c,,.-, se 1tlemcn: c,r ~p•ing:,13 ol fori-n,vc.rk will t.e reiect~,~. C'"rl!:u:I~• 1'cl'ify il,ld '"heck di fr,rm,~ fo: t1 .. g111·.en' 0:10. le,·cl as the wo;k prcceeds. Prom:)'·!: make :tll ,)et:d~(I il'.ij•.tstm~nts or ;idditm 1i1l b·t1cin5. fJcs,g,1 c1nd -.onsli'w.1 fo,m,\or\. bus:::C: on rcronu,,e1Hlat1011s described 1n ACI 34/. Co,H1,1c~01-is s0lely .-esponsib\e Jo; se:ecti..:m, design, ;ind ;.oor•iiniltion of fon11wo.k system, includinb de1erminatit1r1 o! :-ill Jo;,d.;, oper.,1:nr,s seq•.ter.ct, s,1fct/ f,1Lt• .. ;s, ci.1d 0ther fonn1,ng ilSpect~ B. C.,111;;ir11ctic111 /oi11•~. Construct ilnl! Jsc·~mble forws in suc1. 1,1<1m1e• thi'l joints occur <1l t1Ct.e;1te•J lcr:-itio,1s. C. Uctni•:,: fake extrel!W ore i 1 i\!I dett11ls ol ior,11ing, selling and reh1forcing. Excepl \\'her•! tco1ed co1,1crs ilre indic.itl!d, p:o•,ide >iii ~'.>..posed cor,ctcte finish wor~ ,dth smooth, i..ve1 surfaces of Cem," Loncr£te with ,:.-11?.in sharf nds::;r mid ~~-t~:l12 c0rr1ei:T D f,irll1for111s: 1. As ncccplcl.1, 11se i-:arthfonm: fr,1 footings only ·,·:nere ,;oil is firm ,1nd stable .ir.d coq,· ~ic will not be r!xposc·d Clit exc:-,1\',"'tions ,,c,1tly wi:·n ; --:-:ur;ole r.iz·~~. ' b.:tend WC'oC..: :on,1s ir-: ail ~xpo~t:d crJ.1cr~le ,,t l~ilsl 6. i.-,:he:: beJ01,,: Fini.sh 1> cid1•, t 3.06 ' • ' • r:. G. H. 3. 4. 'l' .... , ...... , Oo not dif>turh earth nt bottom:=; of ~xc,1vatjons for footings or four,,fations; 1r.aintain these art.is free of wnter, properly cleaned nnd leveled off. Compac-t per requirements of the :\CI l:Juilding code. Do not plare concrete on uncompilcterl fill. Coon1im;iio11: Alter forms have bcP,l pl.iced :u.d ,1Ccep1ed, in~ure thnt all other tr.tdL'S have been properly notified t1nd an• given sufficient time to complete ii1St.'.l.!l.'.llicn of theii work. R1:c1.\~:it':a: mid Openings. Provide a5 ~how11 •m the i)rnwings or ,1s m,,y be direc1r:d at ti.-~ site, 1{ri,1Jnrciir;;; !ikl'I: lnsiilll progrer.sivcly •vith wnrk of other tr.ides. Coordinate each other's schedules :z1 M to .'.lvoid disnnbing or mflving work alrtild)' install~<l hy 0 111' trndt.• to admit the work of at,flther. /frs1111JJs;/,i/ity: Fach t.'."ld.z shall be 2ntin"!ly ,esponsiblc for propur install;,~wn nnd securing of the work dL1ring pl.'.lci1tg of concrete. 1 111o·ou1:,hly cleillt o•.1t .'.l\l forms to be used. 2. i'1101oubhly wet wood '.'mms as rcl1uir·ed whecc forn1 coatings are not usl!d. 1. ln,,;s·all forn1work so that mC'rt.'.lr le,lk.ige is minin1izcd. Provide foam edge stripping at panel edges to prevent grm.l fins, ridges, and other defCr:t::.. ? Stigger all Joints in forming i,Janels. 3. Align «II \\'ill! fol!n ties symmetric,11\y .'.lbout the center ot' the p; .. 1el, both hcrizo,H.illy ilBd vertically . 4. \ler;f;, dimensions immedit1tely prior to pour and adjust as necess.1ry. 5. Apply form rele.ise coaling prior to placing .Pinfordng. Forrn cortting shall not leave film or deposit cm finishrd StLrli'CeS. 6. A}·r11Y retarder mating to illl exposed conc.rete designated i!.S s,rndhlasted: Apply per manufocturcr's latest printed instructions. 1. Maintain all fo,·ms in dean and Sillisfactor)' condition. Oo .lot use forms with surface defects thilt will result in :;u,fncc irregulnritil!S. 1. lnsi:ull fon 1_work us required to m,1inlain dimension u,1d ele\·3tion during concrete placement. ?. Co,1stn;ct to t{llerances required in this specification. 3. i'repare st1b3radC! an_d compact per Soil Engineer's t;eo1echnicc1l report. 1. Cf"lrnply .vith ACI 318. ret,<>rding placement and mate1iill , er:i;_, iremcn ts. 2. ,\i1 e.nbedded items shali be nligned nnd Lrnced with ternplates or other devices to prevent movement durins co.1cret~ placement. _;, Lio 110t embed n]uininum m<1te1,als of ,,n_,. type without -ippw,:ed (_or.osion conting. M. Remo,)(./ of h11ms: L no nc.t remove supporting fo.·ms ~r E!10ri11& unti1 cn,Krete hn:, sufficient stren1)h 10 carry it; own weight .i:1d other l0c1ds upon it. ?. 1~cmove tormr, o,1ly aftec co,1cretc h'lS p.-c_pcrly 5171 a,1d \ ·vithout cl:i.111.iging conc.-C'te. j °i[, no C<1cie $hall torms be rei1:.oved from cx~,osea_ sundblas:ed ro11cretc compo•w11ts i11 less th<m 24 hm,,-s, ;11,d ,1s required '1\ coating rr,anufocturer•. ,11 nr-c;-.se shall totms be ren,oved from soil .-etainir:g <y;ie -vnas until concrete has cured ii minimum of 48 hC'u :. !"'·/,· :.nil retainin); ~ype \,·nils ovet six (6') feet.forms sJ.,,]i ni:-, t-c-removed (or a minJmt,m cf 60 hours. 1. 1e.1 is t:.hilll conl0rm to berd dimem;io,,s defined ils standilrd i" accord, nee with de:ails :n th" CRSI Mili,ih; of ':°lundard Prnctice, unless ocherwise noted. 2. ·'.iis shall De ben cold, c1nd sha1l ,,ot tie lent ch· nrnigbt~11ed in<, .nt1nne1 tn"t will damnge th£ mt1Lerii1I. ~,. t';; ·s shall be fab, ,cc1ted ,vit,1in Lne t,ilerances showt, in the C1<Sl ma•uwl nf St«m:ard P1.ictice. • 4. \Mek1iag <is ilt\ aid to fabtication and/or inst,1Ilation will not be perm;uea extcpt as .:;pecifically shO\\'n in the dt:C:\\ ings, or ns aulho,.i2.eC: by the Landscape Architc~t. B. S11p,10r/_._. Acc11r,1tely ana securely f;c.c;\e,, or st,ppr,rt ;einforccments to prevent displ.iceme,1t before or during pm1ring Ha.1c footi11g bars from fonns. Support wire me.sh with suitabl2 met-ii c.-adles. 1. Sp11c.:.'s o'.'ll relnforc.cmc,1t shc1ll be per AC! 318, minimum lai:i s:1nll be 12 inches. 2. When re'}Lli:ed or pennilted, wcldi.::d splices of reinforcement bms shall co,1form lo A\1\IS D1.4. C. f1/accm1•1it: 1. Cle.in, bend ai1t1 plac:! reinforcement per recon meticed pr1cticcs of ACI Mi'lnuill of Concr~te Practic(.. ?:. ,~l'inforcement ~hall Oe pkii;ed within the tole1<m(·es given in AC! 117 ' • • • 1 ·-' ' ' ' 3. 1. 5. Move reinforcing brtrs to avoid intc:rfrce with other reit1forcemcnt, conduits, or Lmbedded iten,.;. Do not exceed specified placing tolerances. Provide a minimum of two (2") inch concrete cover urotmd and over all reinforcing. Bars shall be securely tied to prevent displacement. All b.irs sht11l be tied ilt crossing contact. All dowels shall be :=;ecurnd in pl.ice before depositing concrete. 6. Welded wire fabric shall be furnished in ffot sheets only. 7. 8. 9. Reinforcing bar:-prrtially embedded in concrete sh.'.lll not be field bent, except rts shown in the drnwings nr permitted by the Landscape Architect. All horizontal reinforcement including welded wire fabric, shall be supported on specified suprorls, Use of "hook and pull" method for welded wire fabric ls prohibited. P!ilce reinforcing proteclive c,1ps over o\l exposed reinforcing for sttfety of illl personnel. 3.07 JOIN rs, C. 3.08 3.09 3.10 3.11 1. Install j{lintg M, detniled on the Dr.iwings. 'J. Form in fresh c011crete using a jointer to cut the groove so thnt a smooth uniJonn impression is obtained. 3. 4. Locate illl joints on the forms prior to pl<1cing concrete. All intersecting joints ,ire IL) stop cleanly ill points oi intersection. Overlapping of joints into unjointed concrete p,inels is not permitted. B, Cc)//~frrtcli1rn foillt~: 1. 2. 3. Ali construction joints shall be formed. No construction joints or cold jointg me allowed in vertical pours except .it approved reveills or otlwr locations. Tool all concrete edges at slab constructi0n joints. Exiinn~itm /oiHts: 1. Loc11ti,1J1s: Provide joints at locations i\nd inlt~n·ills shown on the Dril\'1.'ings, t1nd where concrete pnving abllt:i buildings, Curbs, or other structures. 2. Plact·n11·11t: Plncl• joint nrnteri.1\s with top edge 1/2 inch below the paved surface. Securely hold in place to prevent movement. 3. Fiirmins: Form joints ilnd o~ber edges in the> fresh concrete using ."Ill edging tool to provide a _c;moflth uniform impression. Strike all edi;es bdorl' ,md afler brooming. 4. Tlrickm•%: Provide mnterial full thickness of slab or wall holding top of mi1teric1\ 1/2 inch below finished elevation. :::i. Si•nlirr:,.::; After the curing period, carefully c\enn expilnsion joints und fill with joint compound to 1/4 inch below Jdjacent paved surface. A\•oid spilling on paved surfaces or overflow from joint. FINISHES: A. Bronm Finish: 1. Obtt1in by drawing c1 stiff bristled broom <1cross a floated finish. 2. Direction of brooming to be perpendicular to direction oi work or as shown on Drnwings. B. Stcd-Tnii11cl Finish: L After surface w,1ter disappci1r5 and floiltcd surfaLeS ha\'C sufficiently hardened, steel-trowel to a smooth surface . ?. Alter concrete has set enough to ring trowel, retrowel to a ur,ifonn smooth finish, f,·ee of trowel marks or other ·J1emishes. Avoid ex1.essi\'e troweling thc1t produc~s hurnished are<15. ·tESTING: A. Gr11crnl; B. 1. All testing shall be pilid by the Conirnctor. 2. Cylinder tests ~hall be pr.r ASTM C39. 3. C.l'iinder tests shall be prepared per ASTM ~31 .::C. :?rcpilre a minimum of three cylinders for each wall or type of concrete (111 c.ich day concrete is cast. 5. All testing in accordance with County requireffients. Slr1111p Test; 1 Sll1rnp test sh.ill be per ASTM C143. ... r rep;1re minimum of two tests per day for e<1c!1 type and c1pplicc1tion of concrete. PROTECTION AND CURING. Il. !. Prot~ct concrete work ilgainst rapid llrying ilnd dam.lge by min. 2. Keep concrete mo,:;t for at least seven dilys. Protect with wet burl,1p, cillWi'lS Cll\'Cring or liquid-curing compound. Use a Co\'ering that will not stnin or discolor finished concrete surf.ices. Secure ,1ccept.ince of propo.:;ed method. During curir.g period, m.iintt1in concrete ilbove 70 degrees F. for ilt least three days or above 50 degre12s F. for at least five dnys. Spmyhrg: Spray concrete dming the curing period as frequently as drying conditions may rcqllire. C. Curi11g: Curn co1,cre\e in accord.1nce with thi.? AC! Manual of C{lncrell• Pr.ictke. D. Dn11ta:,.::l' nud Dcfan·mcnt: f'rotl!ct ,111 concrete work against dt1mt1ge ilnd dcfucement during subsequent construction operations until Fin.ii Acceptance. CLEANUP. A. G1·111•rnl: Upon completion of work, immcdi.itl!ly remo\'e from i.be premises all surplus 111,1\erinls, tools, equipment, rubbish and debris resulting from the work. Do nol permit concrete Wn$h-out re!ii'lue to -iccumulate on 'ldj<1cent pa\'{ng, or in lt1ndscaped ;3NO OJ: :::i-3C.110l'.J 0:}10 ' !~ .. :c. ·-~ _·.;,1~ •. t :~·:·_:_\ --·~---, • L A N D S C A P E ARCHITECTURE ERIKSSON •PETERS •THOMS • lZU Eut Crt~n S~r~ei. Pa,od~na, C11l!Drn!& 91101'. Telcpha11e [B\8)79~-2008 {21:1)68l-J408 f>.X (818)79~-Z!i-47 o 27461 Ca\l1 Am>yc. San l11a11 Capi,\rinc, Cl, 9$7~ T~lepMll~ \714)66l-71Z7 rAX (714)Z4B-2asg ReVlSICII ,, Date PRJ;rARED FOR: IRVINE COMMUNITY DEVELOPMENT COMPANY 550 NEWPORT CENTER DRIVJ;i NEWPORT BEACH, CA. 92660 CONS"fRUCTION SPECIFICATIONS PERMIT NO. Job ,a' 92-510 Draiin • Cbttk.d Sh.e~l C-12 I .I 'i I . I ' ',; ' ! . 1 • 1 ' ~ ' ., .... ~ .'_ j • ' , .•• ,.,-;-~, -:-,...,.-,-_ .-c----:,--•t..'·. • . C . . . . ' . . . ••--"~~•--~.C.•a• "-•~ _, __ ,,.; •• -.. --•••-.....C...,.. <>~~,o~.C..,-•-~• ••-• ,J~ •-•'•-•-•--•-••·• '" ·-. ---, ... •' ' --------=::::::: MODIFY IRRIGATION AS REQUIRED TO ACCOMODATE NEW CONCRETE APRON. 1---+-✓ PREVENT OVERSPRAY ONTO CONCRETE PAVING. \ --c==~~~:;'.' ', . --.. --------'. ·-···--- / / I I I 1 I •., ·--. -- -~ ------=::::::: -- \ \ \ \ \ ' -- \ ~ \ \ ' ' . \ l • 0 -- ·-...... -... ---:::..---. --.. ~ ---- 0 ~~--.;..---:--- - '.\ \,,_ ' ',, ', ·--.... ··---..... ·--...... -· •• • I / I : / ./ / I ·--•-,_ ·•,_', ·-.:-- / / ,/ j / f ' i , ~ I" -- / / / ! I / ! ...--· --· ... , .. •···· ' • " •• •·· / 1 ' I , ./ / ' ~ ,' ~ / ,/ . ,-,· ') >' .... ,.•" ' ' ' I' ---- --~ ---- ----------- ..... ·,..- ...... --------------1 5 0 ----r-_ --.......:_-· ··--,--,--~ ..... .... --i G .• ; [} _j "· __ .. __ ........... ------~~--' ~ 1" ·-. -. ............. 'V.►, ----.c .. .. ___ ;---... ~~ • ••• -. . ~'-- ~--...;-aa, ___ ;... __ ._._._ •• _.a·a·--------'---;,.,.-·-··-·--,,:,,--·, ·-... _, ~ ... ._.._ MODIFY IRRIGATION AS REQUIRED TO °i'ROVIDE: , •.--.. \-f-"'-_,_. >I FULL COVERAGE 'IN-NEW PLANTING<AREA. ii'l• -• [ PARKWA.:(. • ·-. _ ' --,.__ : ··-·- ·--,,_ ' ' ""'T--.-- ---- A12· _./ I !z. '~ A14 I '' / ./ / / / / / ' I / / ! . ..\ ''\_ <:::.._ j / / , ''/ i ; ' f ' . ' / i ---- ----- ·•--.. ' ,., ----------- j I I I I - _/ ' ' ! / ; \ ' ' ' \ ,-----------------;;·" / SEE SHEET 1-16 FOR l!JRIGATION LEGEND SCALE: -r • 20' NOIITTf NOTE: REFER 1'0 SHEET P-20 FOR IRRIGATED HYDROSEED MIX LIMITS. ····----,, APPROVAL FOR ONSITE RECLAIMED WATl:R SYSTl:tit ONLY 1 VIAT"f:A METERS ·AND ALL cotmECTIDtlS TO IRVINE RANCH ·wAnm OISTR!CT FACILITilaS MUST DE APPLIEO FOR AND/Oft APPftOVED .THROIJOH. THE IRVINE RAUCH WATER 01sm1cr SU!lDIVISIONS/CEVELOPMENT ,.. SECTION, FOR SPECIFIC REOUlREMe.tll$ FOR OBTAINltlG Sl:RV(CE r-,;. qs~: ' CALL (714)453-5576..Z_R 453-5j?7 /~ J..~ • n... .J • ONSlTE APPROVAL _LlQ_=~J\.l\4?.=~~~===~□ATE 7 .. 1 .. 91.( L A N D S C A P E ARCHITECTURE ERIKSSON •PETERS •THOMS • 12)4 East Green Street, Pa,~dena. Call!orn,~ 91 ]Of. Tel~phone 1818)?95-2008 (213)681-3408 PAX (8!8)'195-2547 • 27461 Ca\le Arroyo, s~n foan ::ap11trano, CA 92675 T,.l,.phc.ne {714)661-7)27 rA.."L'. (714)Wl-2599 ,, PREPARED FOR: • IRVINE COMMUNITY .~ ~ • • DEVELOPMENT COMPANY'\. .,.. "" ,,_ . . 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CA .• 92660 IRRIGATION PLAN HARBOR WATCH PEFMTNO. . kb "' 92-510 Chtck•d 1-13 OI 24 Sheeh I Q;Jt -------I ---I ------ STAL LOCATION ' F AND @ _c;__:.__ ___ -1 i-ii !----------~,-- POtNT.QF-COONECTIONFOR·· ·11/2"• RECLAIMEOWATER METER PAOVI050 BY CONTRACTOR STATION: ']53•QQ--• • • --' . . _ METER ~DORE~~:: 21~~~---~AN JOAQUIN HILL$ RD. I· MINIMUM STATIC PRE~sURE:. 1 P,S.I. , ______ _,,..- tlAXtMUM IRRIGA.1100 OEt.WJD: G.P.M. rr SERVES: .91 acres -ACRES, _ _,.3 . .,6,.4_ ACRE/FT/VR IRRIGATION CONTROLLER:. _____ -'--'--~ INSTALL STRAINER ~D PRESSURE REGULATOR ASSEMBLY. I PAV SET AT -.. _;..... • • -701 -, P.St SEE DETAIL • .• >,iB· · SHEET· • 1-17 • .,, • ~-- \ ' - --·- '{W;7£RJ-_ --- IR FROMN IN EXIS NEW C CON • POINT OF CONNECTION OX: AT STATIO TION CONTROLcER "N' IRR!GATION-6LEgy_ING FOR MAINLINE AND LATERALS AT S.C,E. WAY SHALL r!AV-E-A 101!::JIMUM COVER OF THREE FEET AND SHALL BE -F WITHSTANDfNG AGRQSS LOAD OF 40 TONS ON • A THREE-AXLE TRUCK, p ~ L • •• NDARDS. -- - -- - ----- -------c C @I'--=:_---. ., ---· .... . ... .. . . s F ROAD ROVIDll DEST AL. OUNTY -- "' l I RElOC/\TE EXISTll~-GPARKWAY-VALVEBOX AS -- . I_ , REQUIRED FOR-CQNSTRUCTIOl'LOE.1>16W-WALK. , 0• ~~~=========-----~72-~~~~~~~~~~~~~~~~~~J' ·CONNECT-Te-NEW IRRIGATiON HEADS AND ' • --- -... - ----- -------- HILLS • RECONNECT TO EXISTING LATERAL LINES NOT, · i DISTUBBED BY CONSTRUCTION. CONNECT . , V ~VE TO NEW PARKWAY t,,1AINLINE, , 11 11 II 11 ----- 11 11 11 II 7T I I -----·-·-· ----_--·,'-11 ---·-- --------(WATER/--------II II ---,1--------_________ _J ii' • ROAD II 11 I I I ---·------I / I ------------/~-------------• ,/ -·--I IRRtGAIION/-----------1/___________ J ~ -----" ~M -=--I'' I " :S,.:_ ,.. ~ "'Y,/ , ,, .. ' ., \ .• \. 0~,. ~ .,._ Ir, 0 I I i::><1'?11N!,, ~LU¥-"&''----------__,, ~tlN~ \ ~® DISCONNECT AND TEMPORARILY CAP EXISTING MAINLINE AT THIS LOCATION. CONTRACTOR IS ; RESPONSIBLE FOR PROVIDING WATER TO ' .EXl!jTJNG PLANT MATERIAL AFFECTED BY ,DISRUPTION OF WATER SERVICE. INSTALL NEW MAINLINE {TO MATCH EXISTING) IN LOCATION SHOWN WITH IN RIGHT.OF WAY, AFTER • SLEEVES AND PARKING LOT HAVE BEEN INSTALLED. / ,,.- ( i ! ' ' \ \ \ \ \ j ' I \ \ \ \ • \ \ \ \ i \ \ \ / \ \ \ \ \ , ' / ' ' \ A2l ---- \ • \ 1¥' ""' " 01 .....__ A3 I'' ID A4 C / 2" 45 A5 t' 4? A6 X' 41 -----~ ' .....__ -------,"'--... ~~,-~~,-~ '· ... "-'-... '...... i: ,, ·, APPROVAL FOR ONSITE RECLAIMED WATER SYSTE~1 ONLY WATER METERS AtlO Al.L ·C011NECTIONS TO !RVINE RANCH WATER DISTRICT ~ACILITIES MUST 81:" APPLIED FOR AND/OR APPROVED THROUOH THE IRVIUE1 RAHCH WATER otSlRlCT SUD01W510N$/OEVELOPMEtn SECTION, FOR SPECIF!C REQUIREMENTS FOR OO'fA1Nlll0 SERVICE "fl(. • <\5,'5 ' CALL (714)453-5570 OR 453-6577 f. _ • ~('\ ONSITEAPPROVAL ~ ~-DATE -]-l-9Y . j , ---- I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I LI) ... ..!. .... w I w ~ I ~ -...I ::c 0 .... cc :E .,_.. ________ _;__ SEE SHEET. 1-16 FOR IRRIGATION LEGEND • SCALE: 1" • 20' NORTH NOTE: REFER TO SHEET P'20 FOR IRRIGATED HYDROSEED _MIX LIMITS. LANDSCAPE ARCHITECTURE ERIKSSON•PETERS•THOMS • 121 ◄ Ea,t Creen Strett. Paudena, Callfomla 91106 Telephone (6l8)795-200B (213)661-3408 FAX (8Hl)'l!l5-2547 • 2?461 Calle Azroyo, San Jijan Cap1,trano, CA. 92675 7elephcne {'114)601-7127 PAX (714)248-2599 • _, • PREPAR.EDFOR: • •·. :,:--; · • ·c· -· .. _ i 1R,TINE cpMMUNUY .. • DEVELOPMENT COMP ANY.·.· • .I " 550 NEWPORT CENTER DRIV:E ,\ :NEWPO~TBEACH, CA. '92660;._;J- cef; ~ 0 I-, V'l 0... <( r 30, uJU z IRRIGATION PLAN' CANYQN WATCH, PERMIT NO. I J~b No. 92-510 ' Dra•n Cbtdr.ed ----'Dale . , , S>ttl , 1-14 / , I I i • ' . v ,,.. I -1,-w I.LI :c u, w I.LI u, I w z -..J :c ~ ~ :I: 158 r-------~-1-159 r --------·-Sil 1=: ------·---------·', , · --------·--·-----···= = = = =::: = -------·· -· ---•-:::,"J_ •• ______________ = = =::::: =:.: .:: :: =:: = :: :: = :-: = = ::·-___ -· :::Q:····•_: ___ • __ :· ____ -_ _ _ _ _ ______ -c-_· ___ --=--__ = = =::: = :::::: = ::::::::::: == = == ==C1== ::::1so1:: =·== =----- ------·-- - -----· -------------· - - - - ------ - ------------------------------------------------- ----------------- I I l. --~-~-- ,.. ..:...-;-@ o/4 I I . ~G) @ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I 0 - " ------. / '1'4 0 · ?/, 4 ® "/4 I / ' --·-·---·· --.......... ·------------ - ----- • CONTRACTOR SHALL REPAIR/REPLACE ANY ~ EXISTING IRRIGATION COMPONENTS DAMAGED DUE TO PARK CONSTUCTJON. - - ------------------------------·-------------- DISCONNECT AND TEMPORARILY CAP EXISTING· MAINLINE AT THIS LOCATION. CONTRACTOR IS RESPONSIBLE FOR PROVIDING WATER TO .EXISTING PLANT MATERIAL AFFECTED 0BY ·_. DISRUPTiON OF WATER SERVICE. INSTALL NEW MAINLINE (TO MATCH EXISTING) AFTER SLEEVES AND PARKING LOT HAVE BEEN IN,ST AL LED. .. • • '·,. • --..-i---- • ----• ----. • • • ------- ------ A7 A9 I II . '1 A10 I'' "' I~~~ I , --.... ' ' ' • ' ' . ---·~ __ ,, - - •S. ··--··--· ·-· ~~---~~~~---~----~----......._...,__ ___ --~ ..... ...._,.c_------.., ___ ,_~ • ...-~.------....... ..........,..--~--··---···-----__ • .,_ . . 0 t " '). © '>//{ ' ~@ "'l.t' "4" ~@ ... ' ... ... • 4 ... © 1¼,/ I,, " . /4 © ------{Gi\S l---- --------------------- - -- - -·-- 4 I I I I i APPROVAL FOR 6NSITE .RECLAIMED WATER SYST~¥, ONLY NECTIONS TO IAVINE RANCH WATER WATER ME.TEAS AHO ALL COH DI R APPROVED TI-IROUGII DISTRICT r-ACIUTIES MUST w8fTE~PLl~~s~?~r AN su0aotYLS!ONSJOEVELOFMENT WE IRVINE RANCH \ G SERVICE t:Y-q5c.. . SECTION, FOR SPECIFIC REQUIREMENTS FOR OllTAIHIN r,_. ·.;.i CALL (714J453-557~R 453-557~:~ 7 _7 .. q y 0Ns111c.ArPnovA.L...l) .. nAik ~ □ArE -'c,,-~~- •.· ---------------~- - SEE SHEET 1-16 FOR IRRIGATION LEGEND SCALE: NORTH NOTE: REFER TO SHEET P·20 FOR \RR/GATED HYDROSEED MIX LIMITS .. L A N D S C A P E ARCHITECTURE ERIKSSON •PETERS •THOMS o 12U Ee.~t Crnn SlTH\, Puaden•. C4liloniia 111106 Trlephone (610)79:'>-20D8 (213)681-3408 FAX {818)'195-25-t,'I • 2?f61 Cal!t Arroyo. San Juan Capulreno, C,1, 9U7~ Telephone (7\-t,)561-7127 ·•AX-(714)U8-2591l Rerl~ian ,, D11le -- ' . PRE).' ARED FOR: .,~· • IRVINE COMMUNITY ·' ··"', ·DEVELOPMENT COMPANY · . • 550 NEWPORT CENTER DRIVE t'IEWPORT BEACH, CA. _-92660 , .• ., .. , ~-·--- IRRIGATION ~LAN• CANYON WATCH PEIMTNO. Job ,, 92-510 1-15 01 24 Sbub \ ,. I· ' • ' . • . I !r • ' . • ' i ~-' -. ' ),.· • • 7 ) \ ., . ,. • IRRIGATION NOTES l. AI.L M,'\.TfAlAlS AND EOUIPMl::NT SHALL CONFORM ro ,'\.t'FLlt.::A8L F: ORANGE COUNfY CODES. ~. lf\.iSTAU Ad !.:QUit'MEN r ANO MA fERIALS AS SHOWN ON TH~ DRAWINGS ANO SPECIFICATIONS. 3. THIS DESIGN IS DIAGrtAMMAliC . .'\LI. PIPIN~. V.'\.LV!:S, ETC, SHOWN WITHIN PAVED .'\l·h=As IS FOR DESIGN CLArHFIC:\TION ONLY ANO SHALL f3E INSTALLED WITHIN PLANTED AREAS WHEREVER POSSIBLE. AVOID ANY CONFLICT eETWEEN THE SPRINKLER SYSTEM AND PLANTING 1)A AACHITFCTUAAl. F..LE:MENTS, 4. 1'H1S SY$Tt:M DESIGN IS dA~ED UPON THE MINIMUM OPCAATING t'AESSURE ANO 'fHE MAXIMUM FLOW DEMAND S!IOWN ON THE DRAWINGS Ar EACH POINT OF CONNECTION. THE: CONTRACT0:1 SHALL VERIF-Y WATER PAESSUAE SHOWN PAl0A TO CONSTRUCTION AND REPORT ANY DISCREPANCY TO rHE OWNER'S REPRESENTATIVE. :-i, 120 VOLT f;LECTRICAL POWER GUTLET SHAl.l, BE PROVIDED dY fHE CCNTRACTOR TO THE: CONTR()LLER LOCATION. tj. :::INAL 1.0CArlON uF (H[ srRINKLEA CONTROLLER SHALL BE A,PPROVED BY THf. LANC15CAt'C ARCHI n=cr PRIOtl TO INSTAL.LATION. /, f:H: cornnAC ruR SHALL FLUSH AND ADJUST 1-',LL SPRINKLt:R HEAD~ FUR Ut'"IIMUM PEAFOAM.A:NCE Al'JO (0 ~REVENT OVERSPRAY ONTO WAL:<S, ROADWAYS AND/OR BUILD:NGS A$ MUCH AS POSS113LE=. Tl-11S SHALL ING LU DE SELECTING THE SE.ST ARC TO 8UIT CON LIil iONS, AND TO.THAOTTI_[; THE VALVE TOOBTA,N OPTIMUM OPERATING PRESSURE FC:8 ~ACH SYSTFM. . . . 11. IT 1.; rHE RESP()NSlSILJ(Y ')F rHE CONTRACTOR TO FAMli IARIZt= HIMSELF WHH All Gt-lAL)t:; tJIFFERE,JCES, LOCATIGNS OF WAL.LR, PLANT MATERIALS, ETC. Ht SHALL COOACllNATE HIS. WORK WITH THE PARKWAY L"NDSCAPE CONTRACTOR ANC OTHER SU!;I-CONTRACTORS FOR THt: L00ATIDNS OF PIPt:. AND WIRE SLEEVES AS AEOUlnED. '-l f: IE CONTRACTOR brlALL NO'i WILLfULLY lNSTAL1.. rHt: SPRiNKLC:R SYC.TEM AS ~t--;OWN ON TH[: t"R,'\WINGS WHEN 1T IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRAIJ& O:FFERENCES OR· LIIMENSll)N DIFFr::RENCES EXIST TH,\T MIGHT Nor HAVi.: BEt:N CONSIDERED IN TH~ ENGINEERING OF THC: SYSTe:M. sue:, OBSTRUC r/01\1,") OR DIFFERENCES SHALL BE SROL'GHT -fO THE ATrENTl(IN or: rHf. OWNER'~ AUTHrJRIZE11 REPAESENrATIV~. IN THE EVENT 1:-tAI rH!S 1'1Ur1FICATION IS NOT PERFOJ-,MFn, THE C0tffAACf0R SHALL :\S$UME FULi. AE8t'ON~IF!iL11l' rrn=t ANY AEViSIOl\iS NECESSAPY. 111. t~NGASE ALL WiHINC UNPEt-< :'1-l.'✓INl'i IN t::iGH. ·!O >',-/.~. I ! . ALL 0CH. 4D 1-Jl"flNGS 'i~ALI .. dE m-EP SOCKET rYPE AS M/\l'JUFACTURE'O BY CUR,•\, ,.::. .-..u N1PPL~8 ANI.J :=l,8C:R8 :;HALL Bl:: MOLL.JED $CH dU. ;~.v.r.:.. 13. t'i C'OVE:1Al:it-'. (ESf SHALL tit: r'RUVIDED FOA Tt--:E OWNfa-VI.A,•1LJSCAPE AAr.Hl"fECT ..\,ND lHE ,.;ouNTY 13EFl)R[ Pl ANTING BE<.~lf'IS. l<i. ,i,l)V (ANTI-DRAIN VALVES) UNI rs :l.$ SHOWN IN THE UE: ft'ilL.S,ARt:. f'OR iYPIC1-<.L IN:iTALLA il()N Oi-.JLY, AND ~:'\Y NOT 81::. Rt::UU!RCO ON ALL HF.ADS. PRIOR TO INSTfLLATlON fHE CONTAACTOH ~ SHALL VERIFY WllH 'TTll; ON-SiTF. GRADES, IF THERE 1R AN f;LFVATION OIFFEHENIJE Or! 24~ OR MURE BETWE;":N lHE Hl8Hl::ST HEA:J AND LOWEST Hl=AD ON A SY;;:,TEM, THE ADV"S ::;HALL BF t:,IS I ALl.f:0 PEA Tl !E DETAIL. (FOR :\LL SYSTEMS) 10. .'-',l.1.. MA11'1LINE SHI-I.Lt Bf IN& I Al 1.EIJ 'i'o'ITHIN 24 • Or: .3ACK Of ldA1 K, 1AJHEN WA1 r< VCGL!RS. 1.R.'."J D SPECIAL ON-SITE RECL.Al~11ED WATER NC'Tl:.S A. r: 1:: INSfALLA.llON OF fl :E 1:-'.RIGAT:ON WATEn SYSrEM Sl-lf\LL COt.'FORM Tu·n-1::: R::::.GU,L'\1 IC'NS iOF, THE cous 1°RUC I lON 0~ IRRIGAllON \-VATER SYS IEMS wr'HI~ nlF IRVlrJE nANCH 1dATErl DlSTRIC r AND 1"Hf ,, C 1;. .ACC-:QMPANYlNli Pl.ANS AND SPECIFICATIONS, • ALL (JN•SI n_ RECLAIMl::.D AN•J ;-)()TABLE WATER PII INc--, l,~S i"AU . .:.:o ON-THI~ ?RO.IEC r SHALL t3L; 1n~;~TIFIEQ l,.J A1,COf1D,\f'JCF WITH 1.R.W.D. REGULAT:ONS P.i~i1 ll-lE lflHIGATION .SP1";Clrll;ATIONS: :<El'LAIMl::f) \.vATI:::', PIPING s: tAl~L 8[; "ALEATI.INE' VIOLF r COLOHfl) t-VC AS MA,-..11 JFACrllttl=.0 I')'( 'tM.C WNL 1,-.JF.. INC. Q: I ti.Pf>HQllf;:D C:OU.\L. :V,Jl.;-;:ti<!NG. UM n!F. ViULFI l.;0L0RE[1 PVC PIPt' ~HAI l lNCLUf;t; T:-lt: fC)LLOWhJG: AL-:IHLINE; r.t.UllON r.Er,LA1MED WA TEA: NOM1Nf;L PIPF S1/E; t-VC 01120; PRESt,l!HE t'\A flNG IN POU-.JDS PER f',CJIJAA~ INC.:H Ar /3 DEGREE$: A:~TM DFSIGNATIOl'JS SL:CH AS 17f,5, "2?41, ~67'<!, .J13~ , -~;r,-TINC SHA!.L J3F FL\C!;D CQi\lTll'lUQUSLY QI,; i'VJO SIQF.S OFl 1-;:;:. r-lPE'. • \1.1_ 11Ei~L'.;:\.1FD 1-v.\T::H Bl-'.-JINKLEA CONTR0L VA! ·vEs ::.H,; ... L s1:.. ~AGGcD \'Jtr.H 1)£:f\;7 IFILI' 1 loN r,.._G~:· lAl:>!:' SHAI.L 81-= WFAfliEMPHOOF PLAST!C, Y )( 4", PIJRPU . .: IN COi.UR ..Vil H lHt: v,,()F,OS "WAHNING·hEC!-1\IMEO.WArER -DO NOL LiRH1K"' IMPRliJl.E'O ON ONI:::: S!DE, AND '-'AYISl>°- AGUA IIVIPUR;i. -NO TOMAA'"-ON THE OTHl::R SIDE. 1Mt'HINT1NG SHAll. SE PERM.\Nl::N i .11.i'Jn eL,:.cK IN.Cl l!..OP.. USF: TAGS AS MANL!f.AC'i'Llm:n 8-Y 1. r.HR'.$ rt ENl FFL[~RISES Oh APr-'R0VErJ EUL!A:.... ONF. ;.Ar-::. ~:-!Al.I.et:=. AnAGHt:D 10 EACI I \/ALVl--1-l.S FOLLOWB: 1j ,,; 1T/\.CH 'io \;Al.vi BTEM UlRECTL ,· OR wm-1 pr~.\STIC ·1·:;:-vlfAAP 0.!J. • ;l) ,'I LTPCH TO:SOLb~UID WH1.E:. DIR2:C:TT Y OR \''l'ITH PL.\:-;llC Tll::·W~"-1;°' QFI. . ::) A"rTACH TO VAI_VE COVER WITH E'XISTlNG l!ALVf '.OVEH BOLT. •, ,J \h,JI. J(j , /\f'F.S s: \,>_L 8[ IJSE:.D o. ~ /J.Ll CONS f ANT Pf.f-'.:3S\Jt"L:': l\-:.;1N I.IN!: Plr'!NG CAF'H'i ING r'(n Ar.lLF. wn1cr. • . .J~fi,,i[N<.-, 1,-,,1-"E~ ::orlA~L bl:: MINl,11U1.II OF THHEE:. (J) /NCH!:::l:i V.,,Jl)!; ANIJ SHALL HUN CON rlNLiCJUE:LV l·Otl 1··,C E;HIHE L:C:NC rt{ OF ALL CONS rANT PAESStJR!::: :"1A1N UNI; PIPl:-.JG. lHE TAPE ::;HALL B:': .ATT .:..cHED 1t., THE TUF' 171= THF. PIPE WI i'H PLA!:::TIC fMPE BAf'tl):;-, l AH.(lUNn ThE WARNING TAPf. ANn PIPi-' l;\IERY '-IVl-i!i) r;::_:: •.• 01'.! Cl-:NTER.. :t NARNINu i"Arf rOR 1Hf-. CON::i rANT f'f\ESSURE r'U 1·ABLE WATfa\ , 'IPII..JG SHALL 13i: Bi..!J~ l;--t CUL.OH. -'t.l fH iH1:.. \vOHDS 'CAU"!'ION BURIED WA fER Lll\1.. t:3Ci...OW" IMPRIN re □ IN MINIMUM CNF: \1) :NCH HIGH l.E rTEA:.., Bl .. ~t;:{ ltJ COtOR. !MPR1N TING S~!Al L 3E C0N rtNU()L'S :\ND PERMANEf\11. i. 1·r-1e: IRVINt=. ~•/'NC:, \·/ATC:.R UIS1'RICT SHALL BE r.JOllrlED ·rwl 1 (2) DAlS PRIOR "iO THE STAH.i Qi" (;QNSTN!Jr.TIC,N At '11"1!l3•;1577 or 453.5573 AND EAC:~ ;;JQFLKDAY THEREArTI=~ Ui.J i'll ,:UMPLt'Tl0N Of- ... L M. (). ?RfJJEc·,. • ,.._t 1. PAl::::S::.Ui~E ,,,,-1,;,1 U.'-JE !"lt'ING FRUM 7 Hi HE'CLAl,,icl.J WArt:R 3Y~iEM SHALi Bt; 1;,;s r ,..LLt=.u 1·0 MAINThlN TE.N (1l') 1-00-1 MINIMUM HORIZON TAI ~~P.AAATION FROM At L POTABLE WATEk PIPINl:i. WHEkt:. ~iECLA!iv1EIJ AdD .~uT,...SLf-WAffR PRESSUHE MA!N UNE FJPJNG CtlOSS, THE RE:....;tAli·AED t'IP!f\lG SHALL OE INSTALLEIJ 81':.l Cv'J1HE POTABLE WATER PIPING IN CLASS 2D0 PURPLE COLOREn PVC SI_F.ew· W:-ll')H EXTENTTJ A MINIMLIM OF FIVE (5) FEl=T ON EITHER SIDE or THE POTABLE WATl::H f'ii"'NG. PROVIDE • !'. 'vilNIMUM VERTICAL ,;1.E=ARANCE:. OF SIX (6) INCH!;$, CONVENTIONAL (WHITE) PVC P!PE Mt'iY eE us2n ·i-QR -5LE:CVING;l.~nTFnl!-\l. IF 11 !S TAPEO WITH 11-!Rt:E (3) li...JCH WIDE RFD WAHNJNG ;APF \MH!GH Al=AUS ·"(;AUflOr-. Pf.CLA1"~EU WATEH'". I He IRRIG.\TIO,-.J S(STEM HAS Bt.EN OFSIGt--1ED rQ ANl) MU Sr S(; SE=T ro OPE:,,i, rt Bl: ;V,JEEN tH::' HOURS o:: 4:00 t"'.M. \t,.11 • 6:00 A.M. UNLESS OT.HERWISE O!RECl ED BY n:e CJISTR(c·i-F.NGIN'l:t:P. AU.JUST 2PAAY HC::,\DS ro EUivlltMTl:: OVERSPfl,-\Y ONTO AtU:AS i.JVT UNDER rHE C()~J I t'iUI er THI':. CUSTOMf A. ro~ f,,(M~PJ..f:, P.-001 .. DECKS. PRIVATI:::: PAYIOS, STIie:]-rs AMD 3HJl:W.\LKS. • :01·~ fAC-1 TH~ i A.,'1'.Ll. Uf-FICC TWO (2) DAYS PRIOR TO i'Hl: IRHIGATICN SYSTEM i.X.Nt-AAGE' T!:::Si At 7i4/<'15.J•55!7 or-I53-557ti AND ArlRANGE FOR A WALK-THROLGH rOP THE 5ys·1 EM. fAlLURE ro CUM~ ... y WI I I: ,i,N { 0~ ALL OF THE ABOVE GUIDE! 1:-1~5 pu·, s YOUR SYSI [11; 1N \/IOL-1 I l\ .. ,1['1 \1P THC D1SrA1cr;5 RULE'3 AND REUULATIONS,ANLJWILL RESUI.T IN TERMINAT!Oi-.J 01= S[Rv1r,1:: UNT!L l HE APPHOP~i.\TF-; GOR:=!ECTIVE S'fE:P$ HAVF:. BEF.N TAKEN. WAR1-.IINl.3 TAPS ON ACCLAIMED WATER CONSTANT PRt:SSURE M,.,.IN UNE PlPJN1~ ,S 0,'<LY .'\LLOWEIJ Oi'-1 t-'RCJECT·BY·PAOJEC°T APPROVAL FROM THE QISTRICT ENGINtER. IF APPA0VC.ll, IT MUST FOLLOW r:-11:sE JNST,C,,llATION SPECIFICATIONS. '· l WAHNlf\lG TAPf<; SHALL F3E USED '1N ALL CONSTANT P:::lESSUflE MA!(',J LINE'. WAPN/l'-IG 1AF'ES SH,\LLBE A MINJMUM OF THREE (3) INCHES WIDE ANO SHALL J4UN CONllNUOUGLY FOR fHE ENTIRE LENGTH OF ALL CONSTANT PRl=SSUAE MAIN L1NF PIPINl.i. THF. TAP!= SI-IALL fU- ATTA•::11EO TC) T:~E TOP OF rHE PIPE wm: Pl.AST!(.; TAPE 6.'3-NDED AROUNI) lH::: WAANiNl~ TA.PF. AW) PIPt: t:..VE::l.', FIVE (5) FEET ON CENTER. l/\l:.>,Ri-J1!'-!i.l '1APF. FOR lHE ...:ONSTANT PAl:t:SURE RECi.AIMl::O WAff:A P·Pl~G SHAi.L BS! ?L.:Rt'I E IN COLON WI IH THF WOFOS "CAUTION. Al::CLAIM~U WATF.~" 1MP81N.TE·D AMINIMU~ONF {1) INGH 1-'.IGH l.:~'fTEA.S tlLACK :N (;OLOR. lrAPAlNTIMG .<;rlALI BE:. CONTINUOUS .C..N•) t--,E:lMMffi'>IT. r ... ' .. ' .,,._.:.·: ,,._·_·....;: .. .'..• ....... - . . IRRIGATION LEGEND SYMBOL MANUFACTURE MODEL_NUMBER DESCRIPTION I RADIUS G.P.M. P.S.I. PATTERN \j/ RAIN BIRD 1812 SAM 100 PAS POP,UP SPRAY ISHAUBI 10' 0.39 30 OTA. V RAIN BIRD 1812,SAM 1DH PAS POP-UP SPRAY /SHRll81 10· 0,79 30 HALF 'v RAIN BIRD 1812.SAM 10F PAS POP•U? SPRAY 1SHRUB1 10' 1.57 30 FULL ...,. RAIN BIRD 1812 SAM 120 PRS POP-UP SPRAY ISHRU81 12' 0.65 30 OTA. V RAIN BIRD 1B12 SAM 12H PAS POP-UP SPRAY. 1SHRUB1 12' 1.3D 30 HALF ..,. RAIN BIRD 1812 SAM 12F PAS POP,UP SPRAY ISHAUBl 12' 2.60 30 FULL f7i RAIN BIRD 1812 SAM 15Q PAS PoP-UP SPRAY 1sHRuB1 15' 0.93 30 OTA. la RAIN BIRO 18121.:iAM 15H PAS POP-UP SPRAY ISHRUB1 15' 1.85 30 HALF • RAIN BIRD 181'!. SAM 15F PAS POP,UP SPRAY ISHAUBl 15' ·3.70 30 FULL 1 RAIN BIRD T·12 PC-T22-2.5 POP-UP fiOTOR ISHAUB 21· 2.5D 35 FULL 2 RAIN BIRO T-12 PC-T22·1.3 POP-UP ROTo'R 1SHRUB 21· 1.3D 35 HALF -3 RAIN BIRD T-12 PC-T22•,65 POP-UP ROTOR 1sHRus1 21· ·0.65 35 QTR. 4 RAIN Bl.!!._D T•12 PC•T30·2.5 POP-uP AoT6A 1sHRlJs• 23'-30' 2.50 35 HALF -5 RA1NB1RD , T-12 ~C-T3D•1.3 POP-UP •• ROTOR ISHRUB' 23'·30' 1.30 35 OTA. r __ 0 IAAINB!RD • [rnos.sAM-1404-PA-so. POP·U·P BUBBLER N.A: 1.00 30 FULL ~ -,· RAIN BIRD. EFB-CP--B·SERIES REMO-ie coNTADL VALVE w1cR1sTY TAG 1s12E.PEA PLAN\ NELSON : · 1soo sEAIE3 aU1cK couPuNG VALVE W1TH PURPLE LOCKING GOVER )8::1''_'.~'""''_''"': ... ,, .. , .... ,..,,,.,., • I • J ',_,.,.. ' ' ,/ . . e-lj · WATER METER·.: -~· [;j . GRISWOLD· 2230 :::ll:AlES. MASTER VALVE/PRESSiJRE REGULATING VALVE 12"1 ,._ .. ,-, HAYWARD. • : #121-112·6ASKET STRArNER Wiso MESH {OR GFiEATEAl AND FLANGED BRONZE BODY u t><1 NIBC9 GV CLASS 125 T-111 (LINE SllE2,; & SMALLER}· F615 !LINE SIZE 2-1/2" & LARGER\ ALERTUNE SCH. 4o PVC LATERAL LINE. SIZE PER Pl.AN --,. ___ • ALERTUNE .. CLASS 315 PVG MAINLINE 2•· AND LARGER: SCH. 40 PVC MAINLINE. 1-1/2" AND SMALLER = = = APPA□VeD ~l~ ... r•1Pe SL,i:EVlNG 1s1ee ... e rrlainline'under an-~a,in~1•• . NOTE: 1. FIELD AD.JL:ST SPRINKLER HEADS AtlOUND BOULDERS ... . @] LEIT 4000 w / MCOL 80005/ HSl-LT (HARBOR WATCH) PER HYDRO· SCAPE PRODUCTS, INC. SPECIFICATIONS. CONTACT: DEAN . WOLSLAGEL @(714)346-1071. • • a @] LEiT 6000 w / MCOL SOOOS/ HSI-LT (CANYON WATCH) PER HYDRO- SCAPE PRODUCTS, L'IC. SPECIFICATIONS. CONTACT: DEAN WOLSLAGEL@(714)346-1071. S•Ad••N NO. A12 @ 52 GPM . LATcRAL LINE 11/2"R.C,V. MAINLINE ,'l,\t C ">'.l.1/E:.S . Nt'S.SL"PI;: AEGIJLATJNG VALVE H/c-BACKi-LOW PREVENTER 11/2"SlRAJNeR 11/2"WATEPMEJEH ··,r,,N!l' (. IOJ .._! . . l_".7. ~ t;.• t=.VA flON LJ\rF-[Rt=NGE'.. :7,e,7_ -~"l ?,,. (p -z.o ~I.£_ -~- ~.;;- 7..0 _(_e,.i·J--_ ,o,Au'ReSSURSLOSS JC,.'? \ rAiSsiJRF:REOL!JRF:8:liHb\D ,W. tJ I AVAILABLE 5 fATIC ~:1:ESSURE 76 · .tJ ":~!0_'.JAL :ReSSU _ _'.'c. -----=='J'=f'1:::::: .. 7::::::J . . -· STATION NO. A 11 @ 41 GPM LATERAL LINE 1 1/ 4"R.C.V .•• MAit-; LINE ·_dAr: \/ALVt'.S • l-'R8:::-::iUR!::: Rl::GULATING VALVE • N/t>-BACKFLOW PREVENTER 11/2" STAAJNER 11/2"WATEAME!ES 1-TrflNGS (; 10') • I ;,20 EL..E::.VATiON OIFFCRENCE .TOTAL PRES.SURt.=_ LOSS. PRESSURE HcauntEDATHEAn . . AVAILAB!.is'TATIC PRESSURE RESIDUAf..PRESSURE APPROVAL FOR ONSlTE RECLAIMED WATER SYSTEly1 ONLY WATER METERS AND ALL COHtlECllONS TO IRVltlE RANCH WATER O\STRICT FACILITIES MUST ee APPLIED FOR AND/Ofl APPROVE::J THROUGH THE LRV!t.E RANCH WATER DISTRICT SU80IVISLOtlS/OEVELOPMEtU SECTION. FOR SPECIFIC REQUIREMENTS FOR OBTAINING Sti:R'JICE pC_ C\5 5 CALL (714)453-5576 OR 453-5577 ONSITEAPPROVAl~ ~ DATE 1•1•34 ' , I -•-~-" .......................... .............,.....,..__.__, __ -~·----__..,_.._;...___:,__,_~..:.::,....:..:.,-,;....,.~~--:~-~ .......... ...,-----~--:~-·~~-·._...,_ .. ,~--. --~.,,~-----'-'•·· DETAIL AJl-17 AJl-17 AJl-17 AJl•17 A.11-17 AJl•17 All-17 AJl-17 Nl•17 AJl-17 AJl-17 AJl,17 A/1-17 A.11•17 A/1•17 C/1-17 E/1-17 F/1-17 B/1•17 G/1-17 D11• 17 H/1-17 H/1•17 Hll• 17 ' L A N D S C A P E ARCHITECTURE ERIKSSON•PETERS•THOMS • 1214 Easl Gr,,11 Stnel. P11s•d,111. C11ilorn111 9t106 Telephone (81!~)79~-2008 (213)6~1-3409 FAX (9!8)79!,-2547 • 27461 C1\lr Arro)'<>, San J11at1 ::1plltra11g, CA 9$75 ·rclrpho~e (714)66!-7l27 PAX {714)iN9-2~99 Reriuon ,, Dale - - .. PREPARED FOR: IRVINE. COMMUNITY DEVELOPMENT COMPANY . , 550 NEWPORT CENTER DRIVE7 • . NEWPORT BEACH, CA. 92660. • j • ... _:_ ~·-~~<)~·I • 1S1 • ~4✓/r-• · .. 1/_,/1/' . . . ·~·. • . ~ ~'.:·;:5/ • ' • , .-~--; ' ' , ' . . , _, uu ~~·· ·~·.···<t: ~·-i~ z.~.- 00 ~·.•~ <r: .··•· u-~ r IRRIGATION NOTES./LEGEND PERMIT NC). ,. Datt .•_., 1 ... 15? . , ' { ' .. ,' . ., ' . .. . , . '--" .:·2 4 ",' :·Y---~·:•·] ,-L~-~ '' '.•.•,;L'/~i:;> r : . .'.'. :. 'c .. ~-. ~ .. ;:~.,~.~ .'. ~ -~:C-. ... · ... :;; , • ,~:~::.:.'.~ ::~~~ h~.;.\,;'.~""<I~~~ I 1 I ' I . ' ' it ·/ : . .! • 'j ...... i , . ' ' ... l"; • ... ~ ca;,,.>...-,r~····· - f""'•· ,.,_' ' ' .. ' I ' f •. ' .. ~y::,_ K..\iN:...!~5 ~::R ;...!::S!::N:;: BASKET STRAINER LID --------·------------~ i . . . . 1 TRENCHING DETAIL 3. (:.:)r,,'JF.:::.. WiR[S ~ 3'JNOL[ Al'.:) "'iAP~ [V[P.'!' 10 f'[£1. INS'TA:,.'.. ADJAC[NT iC PR[SS:JRE MAIN LltJr:. 5. A0 .PROV[: 5i,.,::; 'TOP SCIL OR SANO 6AS:f.!'"I~'.. -PRO~'ll)[ 3· lJtJDER PIP[ A,o..J:; F,• A30V( P!PE. 6. S~[ IF-.,iGATl!Jt-,,' SP(C'lrlCAilONS_ FOR 6A::K•1-_:._ ;,ND CQ1.ff';..Ci!ON RE:OVIR(~[r-:7S. 7. 1.1:Nli.A:Jµ OACKF ILL DEP--:-HS fRO~ GF.AD[ TO 1 OP m· 1-V-I~.-~ \ N£ - z4• I~ P'..AN1iNG AREAS 35• lJr."0£:R Pi'.YLD AREAS - -I 1-;i ·.- C i'itF" #' M we. • M 1.2-"" c I c,,., l?J"'fJ>s..-J.. fBf-co.J1-~II Gfbt .lc:;¢f P'7 "1 cap,;.e::a I ' '. •' . ' • ,-----------@ ,-,J.-,.,-----'--------n--'><-r--® '-I ' I I ->,~--~~ N; I ' I ! " ,, 0 lls ' 0 '---------'@ '----·---------{0 '---------------;B GATE VALVE . •· • ' --· ·-' ----------~~~ ' "-----·¼-·----·------<@ \ L --------·---+---------® QUICK COUPLE:R VALVE () FINISH GRADE It-.: TURF A~!::AS • @ROUND P:..ASTIC, VA!-\/~ 80X.8ROOK5,AM=T::K OR EQUAL Y",ITH :..OC,KIN<;, C,OV="'- ~l)!;O "5.V.'•°2! f-1~ ® :"!NISH c,;;:.A::;>= IN SROlJN:J .:::.ov::R AR.::A5 ~! b" Pl.~t--1:=1;::~ p,;e, -.._:... _olP!= ;::,X7::'NS10N (§°'; GATE V.A.;...V:;: P:;R -...::. '-,,:.-.... ,--=~=•"-' @PVC. HAINLIN!:: PER L!=G!::N::::i c) PVC. M":"-~::; ADAP".""::;R TY"{a (:::!.J R:::au1R:::;> 1~ 0""' (" "' --O"' ,E) ,.__ 1/ l,..,J. r I . . GRA. V!:l... A 7 BASE OF VA!..VE 80X (D :=\1-...l\S~ G~:....o::: tN 7URF AR:::AS @iNSl . ..:...LL QJiC.K C0:...1P!...SR IN R::::iUt...? P:.....t...:,71C. '/.A:...vs i3CX BR.DOK~ . .!...MEl::K OR ~QUA!.. \.-"\:TH '!....OCKINS C-0'✓;::R.. 1--1,ARK::D :::Y ·-~ -~-. ,._,---,!"'..-::: ,.,., ' r-:=,....,_ I t=):-,;.,......, "-"-"" l'I:.:, - H!G;..; L::TT::R.I NG Y'-(j (>l . c.. .'\,/. (iNST AL!.. !t--! G~OUN:J~OVE0 Ak::A ,.-;,:--:::N:":'✓=~ Pass:s:...::: ) ,;;-.. ~'N'C..'. r-~ ~ r::::-'"' • vr,• l....-r": .,__....,_-.,:.,...'_ ,,, SX01 ... J!•..:J ~c-✓=R .. -~RE .;s r,;:\, , • ...; .. ,:,::-Ii) ,,,. . I ;=-0"' 0 v,-._ , --'-'· . 1 , 0RAV:=L. AT SASE OP v . .::.,.L v::. 50 X, TlJRf=" A'Z'::AS O~l.. Y @: PVC.. SG:-i. bO NIP~LE L::NGTH A:, R:::Q'Jl~:::D p :::;,•./r V • I"·, 1'-1>= V. -..J ' •• -,.. ,_ ··"- 1rj;:;,1 p, ,,->=1 ! ,->·-) 0' y '-' ---\ ! 'L, b" GCNC,R:;:T;:: PA-:J. i'"\ITri ~ANIJF. SUPP!...1::D MOUNT!NS 5A:,:;:_ 0FINl5H 5RADE h;,-----------------{2 '2' I" IN TURF AR-5 l:V 2" IN 5ROU C,OVER i -----<@) @HEAVY n~,v.5TAINLESS STEE ' LLMOUNT t C,O•HTI~LL"R 11--•--4--r"---14 " IRRIGATION CONTROLLER & ELECTRICAL METER PEDESTAL CO OLL=R LEMEUR vL05URE BOX ASSEMB'D Y PAGl:=IG TECHNICAL SERVIC-E5 Y'{ITH FOLLOr<IN5 OPTIONS: Cl. ON/OFF SV'\ITGH/ GROUNDED \IOV OUTLET b. Y'{ALLMOUNT GONTROL.L=R c.. RE~IREO TEl::!.MINAL STRIP Y'{/ PROTEC, TIVE 8A5KET cl: 5 .YEAR )!'{AR.ANTEE e. PRE-rllR=D RADIO REMOTE PLUG ELEVATION 5C-ALE, NTS f 1-li' • .. , .. ., .. - - . -· ;------------,:3) ,------------, 5 -@ --@ -~= 0 -@ -~@ -G) NOTE: "---U--.+lJ---t_-_-_-_-" -i@ '------,@ ALL PVG THR:: A.::,:;::; • ,... ---~iN:::-,--1...--i,:c_ -o -,,, _,,_,..,, ,_,.....' ,:...,,, _, I ::,_ CJ.A.!:::; Y'{l7~ R;;::.TOR SEAL -='-PLLC 7Y"'10 0~ ::cJA!... s::e,7!0N NOi TO SC,A.L::. - POP-UP ROTOR/BUBBLER /SPRAY CD @ @ @ ® @ G) ® I'' IN TURF AR::AS, 2•· IN <;,ROUND e,ovr:;;;e. PvC.. NIPPLE LENGTH A5 R=Q. (2·'NIN) PVC =LL (TXT) 3" SCH. 80 NIPP!...:'.: AND PVC. ELL ANl,-DRAIN VA~ve, (..M-, Ni:E.DEO). PVG NIPPL:: LENSTH AS REQlJIR::D @ PVC.. !...A 1 _RAL LIN:: ~E~ LE05ND @ ~V'C LA7ERA,L. LIN::'. FiT7!NG ,----------------,0 0 :=IN!S:-'. SR.A:J;: ~------~ @ ---------<, S.1 ~ I I -'<----,:::~~~------c f !:=: l \ =:i:==1' -: 1_,,, ' I I ". n: i il=l(l ,-11 :111=•1' . 1,,-" =:11-_,,,_ '' ,-, .:1 ! !==I •-;11• 1=11;--i•'--111--,,I_ ,_,. ·-·1 ___ 1 ; I ! .,._~--~==----r- :R o-oo -ifJ "' ; I \J------/r-(8 I ,~ L.--------------:,:.9 ~OT::'. : .. A.:..~ -::;. :::: G0A :::-:;; V'{I "~::::. 7QR S:="AL." 7-P!....'....1S 7V'-i:? OR >= ,-.I ' ~ I _ _...,,._,,....,_ 2. :::.X:=' A~'?L:)\; C..:..JR_ Y\~..!..P s:::::..-:-10!\ NO-10 SGAt....:: : " :1 N I JR;= .A.RE.A.S 2" IN S~QJNDGC)'-/::~ .~R2..C...5 R::::'.:. 7.A.~S:.J~A.~ 0 _£.,.S,'7'1G- V.A..!... V~ --;:..:; X -:;-<.J.:)..:.:. .AM:::--:-:::< 0~-EaLiA'.... K' LO~K!NS co·✓::R ~.A-<.<::::;:, BY H::A 7 5RAN?!N:S 2" i-!IGH L::-:-1::R!NG "~,::..5--:-=:-\(~-1 ,I-;=." ',. .. _"'<. • ..-.... _v_ ::.x-:-;:N: i ON r\ ! RE G-~Ni-.::.:::::.. 70:::C.: p:,:~ Ne-:-:::, 2!...E:::::. :"~i:::, VA!.. v::: :=:::::;a '....=s::t-..:::, =·✓C, H . .:....l~Li~=- P::~ :....::s;:~:;, ~" PVC NIPP!..E f'l;I;-: r=M.AL."=. A::::-APTOR.:: R.::a. G-OY.:---:ON V'l!R:= AN:::: ~:?t-.:-:-;;z_a~ i"\IR:": ~/ -=XP.AN.:,:01'\ G-JX!.... :3'.J~:::,:;::_ .AN:? 7 A~:: c:::r:i 1...,--::::::::._ ·/, ... 10:::..-,::..: • -"""'-, .. ...., , _ _. ,.;,...., '. ·-- (\\~ ~;:R L::JGA:.... :::,;::;::,::; MASTER VALVE/PRESSURE REDUCING .VALVE B APPROVAL FOR ONSITE RECLAIMED WATER SYSTE~ ONLY WATER METERS AtlD A~L CONNECTIONS TO IRVINE RANCH WATER DlSTRICT FACILITIES MUST IIE APPLIED FOR AI./DJOR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT SUBDIV!SIONS/CEVELOPMEtlT SECTION. FOR SPECIFIC R~QUIREMENTS FOR OBTAINING SERVICE f'C. 9 5 5 CALL (714)453-5576 0,1453-5577 _ ot~sl;EAPPROVAL ~ ~ EJATE 7-1-qL{ _ ~----------------\,! --1 --------@ -----------------; 5 .{L--,------1 ,,.. ------{ "' -1c--~~M--:~-=-=-=-=-=~-" 5 ' ''I ' " L_j _ _j_l __l.==:======-fj--------\11 L_-------------~,,,g NOTE: I. ALL PVC, PIPE THREADS TO !3= COATED I"(/ "R=C,TOR 5::."1." T·PLl!5 TY'{Q OR EQUAL. 2. EXPANSION C,URL l'\RAP l'\IR= AROUND 1/2" DIA. PIPE 15 T!HES. 5EC,TION NOT TO 5C,ALE REMOTE CONTROL VALVE 0 @ @ @ • 1-17 FINISH GRA:J2 I" IN TURF AREAS 2" lN GROUNDCOVER AR=A5 PVC.. 90 DEG. !:LL R!:C TANGUL.A,R PLASIIG VALVE BOX -BROOKS, AM::TEK OR ::OUAL V'v' LOCKING GQV:;:i<. MARKED BY H=AT BRANDINS 2" HIGH LETTERING i"(/ CONTRO!..LER 5TA. NUM5!::R PVC. SCH.80 S" NIPP!....:: Y,.:!RE C..ONN::G TORS PER NOTES ELEC,TRIC, VALV= PER· LES=ND PVC, LATERAL LINE F=R L=GEN::> PVC, MA!..= A::>APTOR C,OMMON l'\I RE AND C,ONTROL HI RE· Y'{/ EXPANSION GURL. BUNDLE AN!J TAPE PCR NOTES (INSTALL .• l'\I R= PER LCC.A!.. C,ODE) b" MIN. PEA 5RAVEL. PVC, MAINLINE AND FITTIN55 (PE!<. L=G=ND) C ' ·••-q-• 1 L A N D S C A P E ARCHITECTURE ERIKSSON ·PETERS •THOMS • 121~ E:ul Grun Stroot. P.o.nd•n~. Calilorrua 91106 itkptione (818)79~-2008 !21J)fiB\-:HOB FAX (B\6}795-2547 • :'.;7~6] C.llt Arroyo. S&n Ju•D Cay:s\nDD, CA 9267~ T~lephone (7H)6fil-7127 r.o: (714)246-2599 ,, PREPARED FOR: IRVINE COMMUNITY DEVELOPMENT COMPANY 550 NEWPORT CENTER DRIVE . NEWPORT BEACH, CA, 92660 f- ~f- Ovi 0... <( 3:0 L.LJ u z IRRIGATION DETAILS PERMrr NO. 1111111111111· Jo> Ho 92-510 1-17 Of 24 Sheets . • --.. . -·:-....~ .: . . ·-..;;.. r- .. ; i . ' I .. . 'l ' ' ! • I ' ; ! ' 1 . . I i i ' j : l • ' ' ' • • •• , • • __ •~ , -•~ _, ••• ,. ••• ••'CM-,••<'~ •• <''-•( -.vc•-•,,._ ""-.'C•' "·,~•r• --•--,•;-s-:~--~~~--~"'.'1;' .. !, .... ·,' 1 ,, . ' ' ,. . , ' " ' \ IRRIGATION SPECIFJCATJONS SECTION 02610 LOO GENERAL l.02 1.03 1.04 SCOPE OF \VORK Contrnctor to furnish all labor and materials required to e>:ecute this work as indict1ted on the drawing!>, ,is specified nnd as necessar~' to complete the contract, including but not limited lo these major items: 1. Supply and installation of complete irrigation system (excluding w;iter meters). 2. Supply and installation of all sleeves required by this contr;ict ,md coordiniltion with gener.il building conlrnctor. 3. Pro\'ide field ildjustment:=; a5 required to ensure proper coverage. 4. Clt~.in up of work ,1rei1s at conc:lusion of contract. 5. One hundred and eighty dny maintcn,mce. 6. Guarnntee off all equipment and workmanship ior a period of one (1) ye.ir. QUALITY ASSURANCE A. Qualifications of Inst.tilers Provide at least one person ,,rho shall be presl'.!nt ill ,111 limes dL1ring exl'.!cution of the work and who 'shill\ be thoroughly fmnili.i.r witb the t>•pe of materials, manufacturer's recommcnded methods of install.i.tion and who shall direct all work performed under this section. B. Codes and Standards In addition to complying with all current County of Orange codes ,ind regul.i.tions, comply ,vith the latest rules of the National Electrict1.l Code and the Electrical Safet\' Orders of the State of California, Division of Industrial Safety, for· all electric.il work and materials. SUBMITTALS A. M.iterials List V\lithin seven (7) davs after award of contract, and before .i.nv irrigiltion system materials a~e d.elivered to the job site, submit to ·The Irvine Company complete lists of all irrigation system materi,,!s pruposed to be furnished and installed. 1. Shcn.v manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical dat.i, and furnish the manufacturer's recommendations a~ to methods of installation. 2. All irrigation equipment and installation procedures shall conform to the current County of Orange Standards. 3. Do not permit any irrigation system component to be brought lo the job site until it has been .ipprnved by The lrvineComp,1.ny. B. As-Built Drawings 1. During the course of installation, carefully show, in red linl' on a print of the irrigation system drnwings, all changes mctde to the irrigation system during instal\<1tion. 2. Upon completion of the irrigntion. system install,llion, carefully transfer the as-built dat.i. to new, cle,1n prints of the irrigation system drawings .i.nd su_bmit lwo (2) copies as described under "manuals" belm ... ·, to The ln·ine Company. C. Manuals Upon completion of the irrigation system installation and as a condition of its acceptance, delh•er .to The Irvine Company two (2) copies of the as-built drawin('"s referred to above. The deli,,erv of the . , as-built drawings shall not relieve the Contractor of the responsibility for furnishing required information that may have been omitted from the prints. Manuals shall include: 1. Index sheet stating Contractor's address c1nd telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representative. 2. Complete opernting and maintenance instructions for all equipment. 3. Spare parts list and related manufacturer information for all equipment. PRODUCT HANDLING A. Protection Use all means necessary to protect irrigation system materials before, during and after instal!ation .i.nd to protect the instc1\lcd work and m.-itcrials of all other trades. B. Replacements In the event of damage, immediately make all rep<1irs and replacements r.ecessary to the appro\'al of and at no additional cost to The Irvine Compilny. 1. Exercise care in bandline, loading, unloading and storing plastic pipe and fittings. Store plastic pipe and fittings und,u cover until ready to install; transport plastic pipe only an a \'ehicle with a bed long enough to allow the pipe to l,1y f\.i.t to avoid undue bending and concentrated external loild. 2. Repair all dented ,ind damaged pipe by cutting out the dented or damaged section and rejoining with couplings. C. Connections to E>:tsting Main I .ines 1. Source of 1,·ater supply: the Contractor slrnll ,·crify ,ind be famili.1r w:th the location, size and det.til of stub-outs provided ,"\S the source of \\',lier supply lo the irrigation system, as shown on the plans. Source o( supply ,ind point of connection shall be as shown on plan. 2. Exbting utilities ,md conditions: Prior to cutting inlo the soil, lhi.? Contractor shall locate all cables, conduits, sewers, septic tanks .:rnd other utilities ,is are commonly encoLmlered underground .ind he sh.111 take proper precautions not lo dam.tge or disturb such imprcwements. If a conflict exists between such obstacles ,md !he proposed work, the Contrnclor will proceed in the same manner as if a rock l.iyer or any other conditions encountcrt!d underground make change advisable. \'\'here investigation of subsl1rf,1ce conditions have been made by n qualified body in areilS in which local materials may be obtained, the Contractor may r.;,quest the use of such information but wilt be directly responsible for its verific,1tion and nccuracy, 2.01 D. Inspection The Contrnctor sh,1ll al ,111 lime:, permit The In•ine Company and its authorized agents to visil and inspect the work or any pi\rt thereof. He shall maintain proper facilities and provide s,1fe nccess for such inspections to all parts of the work, Where the specifications require work to be tested by the Contractor, it shall not be covered 11p until tested or approved by The Irvine Comp.iny and the Contr,1ctor shall be solely responsible for notifying The lrvinl' Compan}' where ;md when such work is in readiness for testing. Should any such work be covered without such test or ,1pprov,1I. 1t shall, if so ordered be uncovered at the Contr.icto(:'i expense. E. Stnndard of 11,stallation M,1terial and workmamhip shall be in accordar.ce with local codes and ordinances of legallr constituted authorities, except that where provisions o( these specifiotion.s exceed such requirements, lhese specification::; shall go\1em. F. f'rcservalion and Cte,ming The Contr,,ctor slwll clean up the work as it progresses. At frequent interv,1ls, and at all times whe1, directed br The In•irn.> Comp<lll}', the Contractor shall remove and dispose of accumulations of rubbish and debris. of all kinds. Al the time of completion thl' entire site shall be dc.ined of tools, e9ulpment, rubbish, etc., all of which shall be removed from the site, and the entire project, including surrounding premises, shill! be leit in pn1per, cle,1n condition read_,, for acceptance. G. Completion 'fhe work will bt! considered for accept,lllCL' in writing when the entire scope of work has been completed 5atisfactorily to The !rvine Compm,y. in judging the work, no allclwance for devi,1tion from the original plan:. and specific.i.tions will rn.1de unless c1lrec1.dy approved al proper times. 1. \\Then any item appei!rs on the plan ;,nd not in the specifications, or in the specifications and not tin the plan, it shall be conside.:-P.d in both. 2. Thl' ln·ine Compam· ::.hall ha\'e final authnritv on all ilems of the , . . proj•xt, H. Loose Equipinent to Furnist, Loose sprinklins equipment, operating keys and spare parts shall be furnished to The lr\'ine Company by the Contractor in quantitit!s as spedfi(:'d bdnw (3.0"i-C). 1. Ser\'ire !."iy tht' Contnctor The Contrndor sh,1ll service lhl' systC>m ,it The Irvine Company's request during tht' guarantee period and shall bl' paid for work periormed ll'hich is no! covered by the guarantee. H requested by The Irvine Company, the Contractor will iurnl::h Thl• Irvine Company with a schedule of service fees. J. Final Acceptance \Vithin ten {IO} .days of Contmc!or's nolHirntion that the installalion is complete, The Irvine Company will inspect the-inst,11lation and, iffin.il <1ccept,1nce is not given, will prt;>pare il "punch list" , • .,_.Jiich, upon completion by the Contractor, h'ill signify iinill acceptance by The In·ine Company. The Irvine (::01np,~ny shall have final .iuthority on all items of the project. K. Irrigation GuarnntE':' 1. The entire Sprinkler system shall be uncondition;illy gudfanteed by the Contrnctor as to material .i.nd workm.i.nship, including settlinr- o_f backfilled Meas below grade for a period of one (1°) year follo\dng the J.ate o{ final ,,cceptance of the work. 2. If, within one (1) :.·e:-ir from the.date oi final <Kceptan.ce o( the work, seltlernent occurs 'Ind adjustrnents in pipes. vah'es and spi inkier heads, sod· or paving is necessary to bring the system, soa o, paving to the proper level of the permanent grades, the Contractor as pi1rl of the work under his contrnct, shall m.ike all a11juslments \,·ithout extra co5t to The lrvim~ Company. including the complete restor.1tion ol illl d:-imaged pl.in ting, p,wing, or othE:.r improvements of :1ny kind. 3 . .Should any operalion.i.l difficulties in connection with the sprinkler system aevelop within· the specified guarilntee period which :n .he opmion of The Irvine Company may be due to the inferio1 material or workmanship, said ctifficulties shall be immectiately repaired at no addition.il cost Lo The Irvine Company, including any anrt all other di1mc1ge caused by such defects. L. The Contraclnt shall secure the ,·equired licenses and permits including paymentf. oi ch.ir.~es and fees and give required notices to public authorities ilnd ve.-ify permits Selured or ,1rrangemenl.;:; m.i.dc by others affecting the work oi this :,ection. PRODUCTS PIPE ANO FITTINGS A. General Use only ne"· material:;: of br.i.ncts t'nJ types noted en drawing:,, sp•xified herein, or approved equals. B. PVC Pressure i\fain L:r1e Pipe and Fittings 1. Pressure main iine piping for sizes one and one•half (1-1 /2) inches and sma\lr~t sh,1ll be PVC Schedule 40 with solvent welded joints Milin lines tw~1 (1.) i•Khcs and larger shall be eve Class 31:.,. (A!ertline or equal}. 2. Pipe shall be made from NSF approved rype 1, Grade 1 PVC conforming to ASTM Resin Specifirntion 176.i. All pipe mus\ mEet reqt\irement:: ns Si.!1 forth in Feder.i.l Sp!.:'cifications PS-2:1-70 (Soh•enl-\Veld Pipe). 3. PVC sol\'::::--.t-weld fittings shall be Schedl1le 40, 1-2, 11-1 NSF .i.pproved conforming to ASTM Test Procedure 02466. 4. Solvent cement and primer for PVC solvent-weld pipe and fittings :,hall he of type and install,1tion method~ pntSLrib1!d by the manufacturer. 5. All PVC pipe must be,,r the following markings: ii. Milnufacturer's name b. Norninal pipl' slze c. Schedule or dass d. Pressure r,1ting in P.S.l. e. NSF (N,1tional S;initation Foundation) appro\'al f. D,1.te of extrusion 6, All fittings shall bear the rnanufacturer·s n,1me 01 trademark, material design.ition size, i!pplicable P.S.I :;chedule a1,d NSF Seal of App,·ovrtl. I 2.03 2.04 1.06 2.0"i 2.08 • C. PVC Non-Pressure Lateral Line Piping 1. Non-pressure buried \<11era\ lilw piping shall be PVC Schedule 40 with solvent welded joints. (Aletline or equal). 2. PVC Schedule 40 pipe ahall be made from NSF npproved type 1, Grade 1 PVC compou11d conforming to ASTM Re-!iin Specification 1785. All pipe must meet requiremrmts .is set forth in Federal Specification PS-21-70 with an appropri,11e standard dimension ratio. 3. Except as noted in p,1.r,1g1 aphs 1 .ind 2, all requirements for non- pre::;sure later.ii line pipe and fittings shall be the same .:s for solvent-weld pressure 111.tin linr: pipe t1.nd fitting:; a:. :.et forth in Section 2,01 .n cf 1.hes,e specific•ltions. D. Ultra• Viole! Resis(anl Plastic Pip.> {solvent Wt!ld). 1. Pip~ shall meel manufacturer's tolerance specWed, in addition to commerdal standards. All pipe shilll be J\fSF approved. (Alerlline or equal). ? . Specified li\tcral on sk,pes r.ha,I be Brown line or appro'-;e:I equ,11. Schedule ;to, PVC 1120, Ty1-1e I, (:rnde I pipe. 3. The pipe shall be hmn,1gen•Jous throughout and fret' f visible cracks, holes, foreign iTlclusi011S or other defects. 4. Pipe slrnll be continuously ;ind perm.1nentl}' marked with m.inufacturer.s ,1aine, materiill design;•tion UVR•PVC 112:0, Schedule NSF c1.11d mi'lnuf,,cturing code .ipprG\'ill. ..;, UVR plastic fittings shall be schedule 40 PVC 11 ?O, i'ype l, Grade I, man11focturcd by Bron·nline or .ipproved eql!.il. GATE v'ALVES A. Gate valves two (2) inch!_!s 11nd smaller, shall b.e 125 lbs. SVVP bronze gate valve with screw-in bonncl, non-rising stern and ~0licJ wedge disc, e:iuipped \Vilh brass cross han_dle {111.inual sprinkler key operated). 8. Gate ,·alves t,vo (2) inchc·s and larger shall be i\Jibco f-'·619 or <1pproved equ,1l. C. All gate valves sQa1l be insl.il\ed per County of Ornn~~c rietail. D. P. 1\ gat2 v.ilvcs shall have bronze trim opernting nuts. QUICK (,.QUPLING \1 ALVES A. Quick coupling ,•-ilves installe_d s!-i;i\l have a oneviece bra~s body designed for wnrking pressu_res of 12.:::; p.s.i. and shall be opi::rilble with a quick coupler key with ACME type threads. Vc1lve 11.,1ll ha\'e a rubber.locking top, purple in color. Quick couplinr 1alvcs .shall be Ne!,;on 7600 or approved equal. B. Valves shall be ;n nccordance "'ilh Irvine Pnnch \·\later District SlunJards, with a purple hinged CO\·er mid kicking top. A. C01 .. 1ections betw'?en thE cmto1:1atic contwllers :mU. ~lie elcc~ric control "''a1ves sl-tall be made with dirett hurial COVi er wire A \VG-U.F. 600 \'OIL Pilot wires shall be bl.i.ck. Common wires sh;i!i be white. InstaU in accordam.e with valve manufacturer's soccifications ,.nd ,vire chart. Ir, n'1 case shall \Vire siLe bP lers than .t16 J. vVi,i,1g shall oc.cupy the ~;1111c ttend, and shall be inst.i.ll-:d c>long the same route as pressure sur.,pl)' or J;itcrnl lines whenever possible. Mil'in,um lS inches b!::!lm,· finish ~Pde. C. ~"-'here more ·than one (1) wire is placed in a trench, the ,virin~; shall be iaperl. together al intEcr"als l f Len (10) feet. :J. A1, e..:p.insio1l c.1rl sh.i.ll DC prov1det1 ,\·ithin tluc.e (3) feet of e.ich wire coi.n~ction and at Pa½h change oi directkm of a wire run. Exp,msion cwls.::h,ul be formed l,)' wrapping ill least fh·e (5) tur.:s of wire around a one (1) inc.h diilrnete. p'pe, then ,dthdrawins the pire. J-.UTUMi1TJC CO,-...JJROLLER A. A utcn,atic Cou, oiler:-. , _ Jns'.a\l.i.tion o: 1tew ,111tomatic coutrollers snall be '1f size .i.nd type d,ot,•·,1 on th~ drawing~._ D. 1-...Joti:y Tlv: h l'i,1.e Co111p,1n)' imn·edi.itely sl10uld ar1y discrepancies be fottnd in fielr.l i,1 cont-·oller rela1et.: items ide1\tifieU. on plcms as existing. A. Electric contl·o1 \0 ahe :;h,c,J; ')e ,;5 5pecified en dr,.wit,,;s or approved ::q,J.iL t3. the ,raJ\,e JTIUSi lwvc ;i;i ,utomatit mecha11ical 5elf,d1iamng i,,ternal control system_rtnd 11,us' he slo\,· dosinl' to ensure smoolh and shock free operat.io,1. C. 'fhe electric cClrit•o1 .,,lve sh,.ll be eqtti(Jted will, a corrosion proof ~ole.10id constn.clea of stai,,l~ss steel and molded m epoxy resin lo form ~ne integral unit \,·!1i-:h is ~t1it.ible for 24 vc-lt opcr.'.llion. 1J. 'i'ne ~lectric contff,! -,,ill"e shall be internal r11ap:1r'-·3n1 ar.d dirm:se,11bly gui-:ied l,y a stainle>ss steel Elem ;n all positions. E. All electnc contr0l \'Ulves shall Dl' equipped w:th ;, control :-.tt>m r.apable o( rcducinh a 1t:g11e.-inlet flow lo a con5.!,1nt lower fl(n, .-egardlesE of supely f11u:tu'ltiC'ns. _F. All electric control ,•alves :,ha!! be service,1ble f,om the 1110 1d1hout removing the valve Lod)' from svsiem. C01\!TROL VALVE f30XES A. Use .-ound plastic v:1\,•e box wi•:1 lockir.g lid 1natkcd ''\.\-·1.1 1zr'.' for all gate valves. Use Rrooks No. 1100 01 approwd equa!, branded "'GV" in two (2) inch leth:.r 13. Use rectangular plastic v-ilve t,c;;..: .,,•ith green pl<1sl'c co\·er marked "Ir,igation Control V,1h·e·· for all elcc1ric control vnlves. u.se 13rooks 12 sc-ries with locking co\'er or appro\•ed eq,1al, branded with the v.1.lve idc,1tificat1011 in t\,;'.:'I (2) inch !ugh l:!1tcrs/m11nb1!rS SPRINKLER HEADS A. i\11 sprinkler heads shalt be o( the s,1me size, type nnd deliver the same tale of precipitation with th"' diamet'=!i (or radh.1s)1 of the yuo\~, pre,;sure and disch.i,·ge as shm,•n on the plans -1.nd1 ot spec1f1ed m these sped;il provisioi,s. n. Rotary he:-ids shall be impact lfpC driv1:. tct,1ry, fop-up lype n,1d designed with an integral chec'k vulve [or con fro of line dtain,1ge. The sprinkler ~h<tll be capable of delivering radius and ga!lonage ir1dicated on diawinr:s. Retrac,tion chall be ar.complishcd by m~•rn5 nf a he.:iv~ duty stal1•less ste•!l sp.-in~. The spnnkler sh.iP liave a nser fcal .in~ wiper. 1.:. :{1ser/ swh1g jDinl ;;_$:-;embti•!S slnl1 be fol,ric;•tcd in <1c<'.,Hd.a(-:.ct with the in-:gatio11 details s110\\'n on the -ir:-iwings. . . D I?ise1 nipples fo1 all si:>r-tlJ..:.l~r hz•••.ls s!icdi b~ 1.:,e :sar,1~ :;,O:i? .is the riser ..ipening in ;he sprinkle,· body. . •., ' 2.09 BASKET STRAINER AND MV /PR VALVE 2.10 2.11 3.00 3.0l 3.02 3.03 A Basket strainer sh~ll be a Hayward Model #7"2 with flanged bronze body, tee handle and 30 mesh (or greater) monel or stainless steel screen, basket shall have 1/10 perforations. U. Master valve Pressure reducing v,1lve shall be a Griswold 2230 Series, or approved equal. Spring range and pressure setting sh,11J be as noted on irrig.i.tion drawings. CHECK VALVES A. Swing check \'alves two (2) inches and smaller shall be 200 lbs. WOG bronze constructiun mtd replacc,,ble composition, neoprene or rubber disc, and sh,1ll meet or exceed Federal Spedfic,1tinn WW.\151 D, Class A, Type IV, n. Anti•drain valves shall be of hc,1vr-duty virgi11 PVC construction with F.l.P. threa·d inlet and outlet. lntern.1l pans shall be stainless steel with buna-N seals. Valve :.hall be field .idjuf.t,1ble againM drnwout from three (3) to 40 feet of he.-,d. Anti·dr,1in val\'e shall be simitar to the King Bros. ··CV" series or ,1pproved cqu,11. OTHER MATERIALS All other m'.1l~rial~, no! speci(ically described btll required for .i complete .-ind pr~per 1_rng,1t1011 sys_tem u1stallation, shall be new, first quality of their reP.pect1ve kmds and sub1ect to the approval of The Jn•inc Company. EXECUTION SURFACE CONDITIONS A. Inspection Prior to all work of tl~is section, carefully inspect the original design, the referenced standard and the m,mufacturer"s recommendations. System to be in~tal!ed in accordance with all pertinent County o( Orange codes and regulations, the originaf design and the referenced standards. • B. Discrepancies 1 In the event o{ discrepancy, immediately notify The Irvine Company. 1.. Do no,_ prcceerl .,vit11 installation in areas of discrepancy until all such d1screpani::es have been fully resolved to the satisfaction nf 1he Irvine Comp;iny. FIELD MEASUh.EMENT3 Milke all necessary measuremu1ts in the field io ensure precise fit of items in acc~rdance with the origin<>! design. TRENCHING AND BACKFILLING A. _Trenching 1. Excavcttion sh.ill be or1ln ,·crtical construction :;ufficientlv -.dde to provide free working space arou,.d the work. inst.ille,d and to provide ample space for b.i.ckfilling and compilctlng. 2. Trenches for plpe shall be cut to required grade lines, and trench bottom shall be compacted to provide i'ln accurate grade ,1.nd uniform bearin1_; for the fllll length of the line. 3. \.\1hen two pipes Me to be placed in thf' sc11ne trench, it is required to m,1intain a six (6) inch space between pipes as is minimum. No pipe sh,1JJ be installed directly over another. 4. \'\o'here it is necessary to excavate adiacent lo existing trees, the contractor shaH a\•oid injury to tree!-and tree roots. Exc,1vation in arCas where two l2) inch illld larger roots oc~ur shall be.done by hand. All roots two (2) inches and larger in diameter s11c1ll be tunneled. under and shilll be hea\'ily wrapped with wet burlap. Trencht::s within the drip line of trees shall bC dosed within 2.4 hours. 13. B.ickfilling 1. B,,ckfill material shall be approvP,d soil. Unst1itable rnaterial, includii~g clods and rocks m·er one-h.11f (1 /?_} inches in size, sh.ill be 1.-emo\'ed from the premises .i.nd disposed o_f leg.illy at no cost to The lr-.ine Company. z. A!! bc1ckfilllnr, slrn\l be done carefully a11cl shall be properly compacted. 3. Depth of t1encbes shi.111 be sufficient to J..tro,·ide a minimum co\'er above the top of the pipe per County ot Ornnge St,mdard Plan No. 1760. • a. Twel\'e (11) inch cover over non-f,,t.3::ure la\eral lines. b. Twenty•four (24) inch cover over pressure main line. c. Thirty-six (36) inch cover over pipe crossing. d. Contrnctr:,r shall install concrete thrust blocking at all chnnges of direction and tcr,11inal points of pressure pipe, and on all ring- type ire four (4) inches in di,1meter .1nii greater, per County of Orange Stc1ndard Pl,,1~ L~\,. 508. e. h!l lines sl1,1ll have i1 mi.1imum cJe,1rance of six {6) inches from cuch other and sb· (6) inches from lines of other trades. f. P.1.-al!cl line-; sh,1il not be i,1stc1lled directly O\'P.T one another. g. Surplus e:artll rema;ning after backfilling shall be dh;posed of on the prer,-,ises .is directed by The ln•ine Company. J.04 !NSTALLATION or. PIPING A. Gemiral L.i.y out the piping system in :•trict acwrdance wi ,, the drawings and to the dt!pth as specified in Section 3.03. 13. Under Existl1\g P,wement 1. Piping u,1der exis1ing pa\'ement may be installed by jacking, boring 01 hydraulic driving except th.it no hydraulic driving will be permitled undl'r asph;-i\tic concrete pa\'en1ent, or ,1l depth less than ~(1 inches. 2. Where culling or bre.iking of e:--isting pavement is necessary secut't.' permission from the County of Or,1.nge before cutting or breaking the pavement. Make all necess.iry repairs at no additional cost to The Irvine Curnpany or the Ce>unty of Orange 3.05 3.06 ' C. Inspection of Pipe <1lld Fittings C;.refully inspect all pipe and fittings before installation, removing all dirt, scale, burrs and reaming .is required; inst,1H all pipe with all markings up for \'isu-,l inspe-ction and verific,1tion. D. PVC Pipe 1. PVC pipe shall be installed in a manner which will prm•ide for exp,1nsinn nod contraction ns recommended by the pipe nrnnuf acturer. 2. In joinling, U!iC' only the specu;ed solvent and make ,ill joints in strict accordance with the manufacturer's recommended methods, give solvent welds at lc;,st 15 minute:. set up tlme before moving or h;:mdling an~ 24 hours curing time befott.' (illing with \Vater. 3. For plastir-to-metal connections, work the met.ii connections first, use a non-hardening pipe dope on all thre,1ded pla~tic-to-metal connections ,1nd use only light wrench pressure. All pl,1stic-to· metal connections shall be 1t1i1de with plastic m.ile ,1.dapters. INSTALLATION OF EQUIPMENT A. Automiltic Controllers 1. Installation of new automatic controllers shall be of size and type shown on the drawings. 2. Final loci'ltion of .iutomatic controller(s) shall be approved by The Irvine Company's authori7.ed representative prior to inst.illation. 3. Unless otherwise note1.i on the plans, the 120-volt electrical power lo the autom,1tic controller to be furnished by irrigation contractor. The final hook-up of the automatic controller to the 120-volt power source shall be the responsibility of the irrigation contrnctor. D. Control \'\firing 1. Control wires shall be installed in accordance with valve manufacturer's specifications and wire clrnrt. 2. Control 1-.:iring located bene,,th paved areas shall be installed in a separ.i.te PVC Schedule 40 slce\•e. 3. Wiriflg sh.ill occupy the same trench ;rnd shall be installed along the s.ime route as pressure supply or lateral lines. Wherever possible lay to the sidt> of pipeline. Control wires shall be laid loosely in trench without stress or stretching to allow for contraction of wires. Where more than one (1) wire is placed in a trench, the wiring shall be taped together at intervals of ten (10) feet. 4. An expansion curl shall bt" provided within three (3) feet of each wire connection. Expansion curl sh.ill be of sufficient length .i.t each splice connection at each electric control valve, so that in case of repair, the val\'e bonnet maybe brought lo the surface without disconnecting the control wires. 5. An expansion curl .shall be pro,·ided e"very 100 feet on runs of more than 100 feet in length. PrO\•ide looped slack at v,1Jve5 and changes in direction of 90 degrees. 6. Field splices between the ,1u/om,1tic controller and electrical control ,•alves shall not be a11owcd without prior approval o(·the County lnspecto, .ind The Irvine Company. Splices sh.ill be \·aUlted and noted on as.:.built drnwings. An expansion cud of 12 inches shall be provided .i.l e,1ch field splice. • C. EleCtrlcal Work All electrical work shall be installed per code requirements. D. Quick Coupling Valves 1. Quick coupling-valves shall be set approximately 12 ind1es-from w.i.lks, curbs, headerboards or pa\'('d areas where applicable. Vertical positioning tii quid' cuupling vah'es shall bl' such' that s(eeve top will be two (2) inches ilbove settled finish grade in ground co\'er <treas and one-h<lli (1/2) inch above grade in turf_ <1rens. 2.. Quick coupling ·valves shall be installed in a plastic box per County of Orange Standard Plan No. 504-0-0C.. Quick coupler valve boxes shilll be located 12 inches from paved surfaces. E. Valves 1. All valves shall be installed as shown in details and in accordance with manufacturer's recommendations and all applicable County of Orange Plans. 2. All valves shall be the full size of the line in which thev ilre installed •mless otherwise indicated. • F. Valve Boxes Valve boxes installed near walks, curbs, headerboards and paving sh.tll abut those items. The top surfaces shall be flush with items listed above. FIELD QUALITY CONTROL A. Adjustme'"nt of the System L The contraclor shall flush and adjust all sprinkler heads for optimum perforrn.111Ce ,1nd to prevent overspray onto ,v;ilks, roadways, and walls as much as possible. 2. If it i~ determined th.:it <,djuslments in the irrig,1tion equipment will provide proper a.nd more a~equate co\'erage, the contractor may also mclude changes m nozzle sizes and degrees of J.rc as required. 3. L~\\'?ring raised sprinkler heads by the contractor shall be accomplished within ten (10) days after 111.::-tification by owner or architect. 4. All sprii,1~·cr hetads shall be sel perpt"ndicular to finished grade unless other\\'ise design.1ted on the plan or as required for proper coverage (slopes, elc.). APPROVAL ~OR ONSITE RECLAIMEO\WATER SYSTEM ONLY WATER METERS ANO ALL CONNECTIONS TO IRV!NE RAt!Cfl WATER OIS~RICT l'ACIUTIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THI; IAVINE RANC}l WATER O!Stmcr SUOOIYISJONStDEVELOl"'MENT SE.CTIQ/1, FOR SPECIFIC REQUIREMENTS FOR OBrAIN!NG SERVICE 1v 1"155 CALL (714)45:3-5576 OR 453-5577 -n_ -,, ONSITEAPPROVAl~ ~ DATE 7.7.qy \ \ LANDSCAPE; ARCHITECTURE i ERIKSSON •PETERS• THOMS • l'~l◄ EMt Gr,en Str••t. Pand,na, Calllorn!a 9110€ Teleptione (lll8)79~-200B !213)tiB1-3408 F'A>: {818)79!J-2f,47 • 27461 Callr Am,)'{), 5an Jon Cap1stranD. CA 9267!, Telephone (7U)66J-7127 FAX (?14)246-2599 R<-vmon PREPARED FOR: IRVINE COMMUNITY DEVELOPMENT COMPANY 550 NEWPORT CENTER DRIVE · NEWPORT BEACH, CA. -92660 IRRIGATION SPECIFICATIONS PERMIT NO, Ill ~!,_No 92-510 Drall'n .Sheet 1-18 0/ . ,.,,:,/~::.:·;\:{J.~. . --........... ~~ ,, I n I ; •• • 1 ' ' I , • ' ' . r ; .. .. ' ·-;:~ . J : .: ,] • '·,i ··----;·"'" ~~,._,,, •• _. : ·c,-c-·-,·•=--~·~·,,..,_,"""."-•~-: •• . ,. l • ' I • ' ' • D. Two Controller Charts for Erich Controller Provide new controlll.!r charts to reflect ,,ew irrigation :treas per these plans. Rccre,1tc existing charts or produce new charts. Record drnwings must be approved by the Lmdscape Architect ;ind The Irvine Comp;my beforp ch;irts are prcpi'lrcd. The controller churls shall be n blacklinc print of the reduced ,1s-built drnwings, hermct.ically scaled between two 1'1-mil-thick pfostk sheets. The chart shall be the maximum size that the controller door will allow and shall shmv the areas covered by the controller. A different color shall be used to show the <1rca of coverngc for each valve. If the controller sequence is H<Jt legible when the drnwing is redL1ced, it shall be enlm;gcd to .i readable size. C. Two Operation and M,1inten,mce M<muals Two (2) individually hard bound copies of nperntion ,md maintenancP mnnu,1\s, ThC! m;inuals shrill describe the m,Hcrk,l in:a.illed. Each complete m,1nu.il sh;ill include the following inform.ition: 1. Index sheet stilting Contractor's address and telephone number, Hsi of equipment including nmnes and addresses of local manuf,1cturer representative5. 2. Complete opernting and mainten<1nce in:>truction for <1ll equipment. 3. Sp<1re purts lists und relaled manufocturer information for all equipment, D, Maintencmce Personnel Afti!r the system has been completed, inspected and approved, instruct The Irvine Cornp<mr's maintenance personnel in the operntion c1nd m<1intenap.c(' oi the irrigation system and demonstr<1te the contents of the milnuill furnished Lmder Article 1.03·C of this section of thesl' specifications. 3.01 TESTING AND INSPECTION 3.08 3.09 A. Genernl 1. Contractor tti furnish c11l necessary testing equipment and personnel. 2. Correct i1ll J .. c1ks c1nd retest until accepted by The ln•ine Company. fl. Closing in Uninspected Work Do not allow or cause any of the work of this section to be covered up or enclosed until it has been inspected, tested and approved by The lr\'ine Company. C. Flushing Before b<1cktilling the mc1inline cmd with all control v,1l\'es in pl;ice but before l,1ternl pipes me connected, completely flush and test Lhe drain line and repair all leaks, flush out e<1ch section of lateral pipe before sprinkler heads ,1re attached. D. Testing 1. The ccmtr.1ctor shall request the presence of the architect in writing at least 48 hours in advc1nce of c1ny te::;tlng. 2. Test «II pressure lines under hydrostatic pressure of 150 psi and prove watertight. Note: Testing of prcs:,.;rm' 11111i11/i11I' pipins s/111/[ occur prior 1<1 in:;t,rflatiil/1 of elect rim/ wntrol value~ or quick co11pli11g tialt'cs. 3. All piping under paved .1re,1s shall be tested under hydrostatic pressurt of 150 psi <1nd pro\'e watertight, prior to pa\'ing. 4. Sustain pressure in tested lines for not less than three (3) hours. If leaks de\'elop, replace joints c1nd repeat test until entire system is proven wat':!rtight. 5. All hydrostatic tests shall be made only in the presence of the architect No pipe shall be backfilled until it has been observed, te::.ted, and· approved in writing. 6. Contrnctor sh<1ll furnish force pump <1nd all other ll'Sl equipment necessary. 7. \Vhen the sprinkler irrigation system is completed, perform .i cover.ige test in the presence of the .irchitect, to determine if the water cover.age for planting .ireas is complete and <1dequate. Furnish .ii! materials ilnd perform all work required to correct any inadequacies of coverage due to the de\'iation from plans, or where the system has been willfully installed <IS i11dic.1ted on the drawing when it is ob\'iously inadequate, without bringing this to the attention of the architect. This test shall be :icco11:1plished before any ground co\'er i!; planted. S. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements. MAINTE:,..rANCE A. L'he entire sprinkler irrigation system shall be under full automatic operation fo, a period of seven (7) days prior lo c1ny planting erd 'or 60 r:17~·> 2£tor inlipecliQ□ te:> b1JSir m>1il?IG11 an,;;c po•i~.i. B. The Irvine Company reserves the right to ,.,,•,1ive or shorten the opcr.1tion period. CLEAr.J·UP Clean•up shall be made as each portion of work progresses. Reiuse ,1nd excess dirt shall he removed from the site, «II walks and pc1ving shc1ll be swept or washed down and any damage sustained on the work of others shall be rcpair!.:!d to original condition. 3.10 FlNAL INSPECTION A. The contractor shalJ operate each system in its entirety in the presence of the ,1rchitect .it tlll' lime of final inspection. Any items deemed not acceptable by the qualified_ observer shall be reworked to the complete satisfaction of the architect. 3. 11 OBSERVATION SCHEDULE A. Ccmlr<1c\or sh<11l be responsible for notifying the architect iri .,d\'ance for the following observations·, according to tile time indica(l'J: 1. Prc·job conference • scvl'n (7) days 2. Pressure supply line insl,1Hation and tcslini; • ,1s hours 3. Coverage test· 48 hol1rs 4, Observ,1lion to begin m,1intcnance period· Sl'\'Cl\ {7) days 5. Final obser\'«tion • sevl'n (7) Jnys B. \\!hen observations hnve bL·en conducted by other than the <1rchitcct, show evidence of when ilIH.i by whom these obse:vi'ltions were made. APPROVAL fOR ONSITE RECLAIMED WAIEn SYSTEM ONLY . WATEfl MET£RS AHO ALL COtu•UtCTIOtlS ,.0 IRVllll! RANCH V,:ATl!R 01STRICT FACIUTIES MUST oi; APPLIED l'OR ANO/OR APPl'IOYEO THR:OUGH THE \IWINI!. -RAtlCH WATER OISIBICT SUUDIVlSIONSlCEVELOPMENT SECTION, FOR SP(Cll'IC REQUIRl;MENTS l'Ofl OEITAINlllG SERVICE!. 'be 9 s 5 CALL (714)453-5576 OR 453·5577 T' ONSITE APPROVAL~ ~ DAT~ 7-7 .. 'lY \ .~.~~--··~•-•,s•.•-.~;---"'!"°-''• LS\o:'IL:(16298) ,._, ..• -.····-:·,-/l '~_i_1eet·J-_19· <~r -~-t~·/' J L ;',;-,-,;,.~ .... ..:,,.., .. ,_ .. ___ ,..,~..-.. ~ ,: . .;.;.~ .. L A N D S C A P E ARCHITECTURE ERIKSSON• PETERS• THOMS 0 l2U Eost Croen Stroet, P,.udrn•. Coh!0rn10 91106 Telephone (BIIH795·2008 (2l316Bl-:HOB f"AX (lllil)?95-25~7 • 27◄61 Callt Arroyo. Son Ju~o Cop111ruio, C,1, 92675 1elephone (71◄161H-7127 t'AX 1714)2,18-2599 PRl;/.'ARED FOR: IRVINE COMMUNITY DEVELOPMENT COMPANY . ,-. •'_ 550 NEWPORT CENTER DRIVE .NEWPORT BEACH, CA. 92660 '. .. "' f-~ a:::'. f- 0V1 CL<( , y 3:0 '-..-LL1U z IRRIGATION SPECIFICATIONS PERMIT NO. . i 1111111111}11 Job H0 92-510. Dra•~ Ch~l-,_d ,.,,, ~ Sh~d 1-19 " r 24 I • I I .' ., .. ; ' ' ' ' ., i ' -.; . . ~ --•. ~ -~----........ ------ ---.. --.. ,, --·--- ! f, ,, ' a"i ,l .' ! I•,•,,' ~ -- -- -. -.... .:.;· ~::: -- ... ---- ~RACTOitSHAU~-fi""•-NY-EXIS~~--1 CONTRACTOR S!-!ALL REPLACE ANY-EXISTING • -.. MATERIAL DAMAGED DUE TO PARKCONSTRUQTION. .. e:-----..;_ _ __;:.:;...:._..;.c_..:..:.;.c:....:c;.:.;:=;,;;._.J ~--·· ·c:c:, ... :-__:~ -----::-..:c~ ~ :..::~·· .... ---~···• .... ------~:.:_ -' . ' ·- ---- -- ·---~ " ---f--:? --...;::-,--._. ------~ ... ----~ • \ ~ --- 'DUE TO THE ADDITION OF CONCRETE APRON, PLANT LONICERA. J. 'HALLERIANA' ROOTED.I-'-~), CUTTINGS AT .12•: 0.C, WHEflE EXISTING' PLANTING 1-1AS BEEN DISTURBED. • ~~================'"\' ALL SEED MIX SHALL BE HAND BROADCAST AFTER CONTAINER PLANTING WITHIN NORTH SLOPES, SOUTH SLOPES, FLAT, MOIST AND ROCKY AREAS. HARBOR WATCH PARK SEED MIX The seed mfx co bc_a(lplied to the total 1.32 :u:re1< in H;'U."OOr Watd:1 Puk is as . -(ollaW'i: Scientific ~am.c Nass el la pu.lcht'a Luptii~ b,coi,·,. f.astbrmta·californk~ Gnaphultum ca[_ifornicu.m ·Eschscbofzia cciiforniCO. Total _Common Nnrne Purple n<:!edlegi::us Mlniiture Ju pine Goldfidds C:i.1.ifomia evecbMing Califocnh. poppy HARBORWATCH PARK CONTAINER PLANES ... Sdcntillc N:ul\e Aricmt..t~ ca{lfornica • ._---;~d/rryapufvcrulrmta ···-••• Co.m01on N:un.e - cillfornia sagebrush1 cmll;y live-forever Laymu...,; condansazus Giant wild-rye ------.safola.,zr,{!/ije:ra Black s;ige • ~~__:_.-.-----lsm::omu.~·~!.f!. Coastal Soideubush ·--, Nassef/a ptt.lch-ra '-., Pmple neCdle p,.rnss ~~~ Qr!.._e-rc~ af7folia ',...__, Coast live Oak -._ _ _ __ , Hl!te:r.rz.~sarbutifa(UJ \..,_Tayan Briogon~p~~dculaJum \_alifomia ljiuckwhcat .... ._ -~ --~---Jln_cella ,:a(Jfo~lca C~ifornla. ~m.:dJa1 •• --···------.=~-:~:--i:~~~-~~mbe~ ~\·\lants \ ._:.. ....._ • . \ ,.-•· \ ! \ ! I j j I Lb:5. seed/acre $,0 1.3 2,0 0$ 0.5' ,.1 1'on1 lbs. seed 6.6 1.7' 2,6 0.4 0.7 12.0 Tot:11 Number of Plants. 20 20 15 20 15 40 ,ALL PLANTS.LloTED WITH AN• ATTER THE COMMON NAME 'SHALL RECEiVE THE FotLOWING: • • ' ,PLANTS TO BE;INOCUUATED AT THE NURSERY WITH MYCORRHIZAla FUNGi. (MYCORRHIZALFUNGIATTACH THEN1SELVE$ TO THtr ROOTS OF A PLANT AND FORM A SYMBIOTIC j<'.ELATI(?NSHIP THAT ALLOWS THE PLANT TO . ·ABSORB G~EATER fMOUNTS OF MOISTURE AND NUTRIENTS • FROM TH!YSOIL. i ' . •• · . . ! I i I I I \, ! ! PL1P,.NTl'~G LEGEND size. 15 gal . __ Per Plan ··---.,NIA· ' '-. ' ' ·- ·. QA 24" Box· "Per.Plan . . . \ ' \ ' ··, . ....__;: ' '•, ', \ \ \ \ \ \ \ ' l- ---..:· . --------.........: ---.. -~····. . " Q _/ / 0 ------~--- ------~~ • • QA .. : ... ' ,· .- 6' CLEAR. T'ffl ' \ \ \\-"-;-..-l_L-.[_J::___L.:,J::__l':::1- \ ·~N~O~T=E~:~P7LA7N~T=l7N"G"w=o-=R"'K""B"'o""u"'N"'D"'.A-=-. R"v"'':,M;;-u"s"':r"_..~-, \ ENCROACH Pi\ST'PROPERTY)dNE D~E'TO THE \ 'blSTUf!BED·"SOILS WHICH.EXIST QNTHE SITE_, .... \ THE IRVINE COMPANY,./XS ADJACENT PROPER(Y \ OWNER, APPROVES OF .PROPOSED· \ ENCROACHMENT:· ·' /. , _,,- ' _,,•·. I / / / i / ! ',..,_\·-...,\ i ,,---··""' \. \ / • ., -... __ 4 -- ~--------- ~ ·---, ..... : .. . _____ / • /' _// .. .---- ---- ! ! ! I I ! --- I I • ---- ---- ·- ~ l -I 9 -----f G_-, [; _J ·-· -. -- / -----=::::::::: ---" ·--...... . -~ , .-· ·--.. DUE TO REM0\7AL_QF CONCRET~ APRON,'.\ PLANT LONI CERA J. 'HALLERIANA' 'ROOJED . '---~-J CUTTll,iGS.AT 12" O.C. AND.WHEl'lE EXISTING; .. . PLANTING HAS-BEEN DISTURBED, ·,.,._. • / _/ __ ,' ii ' ' / ·--. ,. ; / / / I / /.' _/ \ \ \ • ·-.... \_. \ ' ' I I / ! ....... . --- / i ' / i_ .r i I i ' r ---- ,._ ·--." ··---, ,_ ... -~ -. . ---------------- • __ ' . ----· SCALE: -r • 20' ~ iLSWiI::f16·293y-.··,:1_\ :~~ lShcet'.: ,>-20 Of 24··. '.·J I.-; :.,~~2-,~~jz' ,,. :,.;:".:::.:.., ·, ,~.C:~) L A N D S C A P E ARCHITECTURE ERIKSSON •PETERS •THOMS • 1214 Ent Grfrn Street. P6!•d~na. C11hfom1a 91106 Tekphone (818)7<J5-2008 rAX (818}7%-2547 (~!3)6B\•3~0fl Cl 27461 r:.-illr Arro~o. San Jinn rap,~lrMo. CA 921\7~ Tdephone (71W'61-7127 rAX (714)248~2599 Rev111on 81 Date ··- - -. PREPARED F!)R: IRVINE COMMUNITY . ,: , _ DEVELOPMENT COMPANY ' ,, •. 550 NEWPORr CENTER DRlyE. NEWPORT ~EACH, CA .• 92660 PLANTING PLAN HARBOR WATCH PERMT NO. lob No. 92-510 Drun Ch•<:k•d .. ,. Shttl P-20 24 She el, -... ,• •'. ' ' ' ' . ( , -- -·------ -------------- ·-- -----fl T ---::::-- 1, I ---Ne --=::rso;- -::::---:::: -----------•• .:::-:::: .:::-.:: .::::: -·------ .::.__-_ --~~-- ------- ----====---------- 11 11 11 11 11 I I -------- - , --------II --- -----II --- 11 "1T ------·----·------- HI.LS _____________ IILI _______ _ -----11 ------(WAIERI--------11 11 ----TI- ii ROAD II 11 I / I I ,, I I --..... .....,_ --.:::--.._ ----- ---,G~s1._____ --;::_--.__ ~ --CONTRACTOR SHALL REPLACE ANY EXISTii:;-G-PZANT _·._ ::: -- ----. fA~T=RIAL DAMAGED DUE TO PARK CONSTRUCTION. ..:::; -::: ::t::t.::::::::: -::: .::: -----15 4 -1 " 11 I I 11 'I I IRHIGATIONJ _ -· .ii - It -- ALL SEED MIX SHALL BE HAND BROADCAST AFrER CONTAINER PLANTING WITHIN NORTH SLOPES, SOUTH SLOPES, FLAT, MOIST AND ROCKY AREAS. --------- ----------;:...------ •. ____...,;.---~ ---------- , ·PLANTING. LEGEND: SEED MIX -• ---=~-- - The seed 1nix to be applied to the total ;3.42 acres in Canyon Watch \ Pnrk is as follows: - Common Name Lbs, Total Scientific Na'i:'-'i"c-•--· --~---,---,-,-',:'•c;•:,d/c:,a°'""°'..-"!lbc,sc;. s,,e°'ede,. Sisyrind1ium bellum Blue-eyed grass·· • 0.6 2.1· Nasselln P._tdclm.1 Purple needlegrass 5.0 17.r • Poa secunda • Malpais bluegrass 2.0 6.8 · Diclwlostemmn puldrellmll Blue dicks 1.0 3.4 Nl111tle11bergin mir..:rosperma Littleseed muhly 0.5 . 1.7 Lotus scoparius Deerweed 1.0 • 3.4 Lupi,i'us tuccule,1tr~s Arroyo lupine 2.0 6.8 Lupinus bicolor Miniature lupine 1.3 4.4 Plantngo avntn_ • Woolly_ Plantain 5.0 17-1 Lastl1e11ia californica Goldfields 1.Q ·6.8 Gtwpl1alirrn1·californictml California 0.5 1.7 everlaSting California poppy Golden yarrow ··Esclrscholzia cnlifomicq Eriopl1yllwn conferfijlorum Total· CONTAINER PLANTS Nortli Slopes Scielltific Name Artemis/a californica Dudleya·fonceolnta Dudleya pulverulenta Bacclwris Pilularis ·Leymus co11densntus Sambucus mexicann Mimulus auranlfrirns Isomeris arborea Encelia californica Total Number of Plants Flats and South Slopes Scientific Name .. Common Name California sagebrusli~ Live-forever_ Chalky live-forever , <;:oyote bush~'. Giant wild-rye Mexican elderberry Bush m.onkeyflower Bladderpod • California encelia·*. Common Name 0.5 1.0 1.7 3.4 22.4 76.6 Total Nuinber of Plants . Total 150 50 10 100 50 10 110 80 150 -710 Number of Plal1ts ; ~---~=--~---=='--- Artemisia californicn California•sagcbrush 250 Opw1tin prolifera Coastal cholla 40 Isocoma menziesii Coastal goldenbush 300 Dudleya lnnceolntn Live-forc.vcr 20 Eriogo11u111 fasciculatum California buckwhent-•-300 Isomeris nrborea Bladderpod 150 E11celin califomica California encclict-. 270 Total Nutnber of Plants 1,330 Moist Areas Scientific Name Cmnmon Name Total Number of Plants \ . \ \, \ / / / ,· \\ \ \ ', \ \ \ --:::: ·-= :::: ---= .:::---·:·..:: ::: ---- 15 5 I/ • \\ . 15 6 -.... \\ I I ' " .:..--.:..... LJ -•--!SDI_ L I N E ' . l I,! ,· 1 ..... ,,. '-'' :; I' ' ·,, -: I I ' ------- - ✓ ~ :1 1! r~ -·--' -----~--IGASI-~ __ _ V7' / ' . I 1i ' i 1i ' I /I .11' • 11 ' II/ I II ' ~-,: Ii, I :1 - - ~ ~-~'<:: .. =--_-~:::,/,._(//-(, /, ~! 7f ,1-i+-" -+i!::?ll; ""1 --I I I~ 11 I :1 I :~ 9A I :Y • I ~A :II ~! ! ii I ¾ • I ' II i 1 / I' .~ . --.....~--___:""---\.....;' / ' I II I 11 I ' ' QA ' r,,._.-!). ;! ~ I ,, ' ,1_11.:...··i_Jl:'lllc.· di;: ~I e::.'' --.•.·· ., I I! • ,: I • 11· i ,-1~,~,~~~~:.J.,:_-_~_-,a·~, ---~a-A . ((,/' J,-"'-....""; II Ii !I Ii " • • ' i II , ... ~_A_;,i...,!i ic' " , ~~jil/ ,[ .· ;i . :; :! j:, :: \lI .. KT '--~-------~ . . . ' \ ' \ ' ""' . . • 7' -. ,..,__ .V • (_'.::~~~~ C, C / ./ '/ ' , -.:,, •• .-o ,,jc··:) I- r! .J. .. ,H·A~d)AV·. :l, / Je,,"-~ ··-x/2· '7"',/ _, . ,. "_A<--:/J·_.·7·if /i"''l w . -. ~ HA.,_..-"' K , ·-~ \. ·:-, C , ,-,. • /r • UJ ' '\ ' . ( e' ··-· -r:;: Q,,.,A • "• '-'----, ,r "/--'"' •• • • -, " I \: ·_· '\'.. ,~1; • ~ ~1~ -:~; -__ --~-ti.--=-~a_A~'\,,.,."'_ ~~:;:.-~::-~;;~;-~--:-:_-4'_:;;·:~i'/.~,<J~~-'1,-"·-..i.'t . :~'.,,. . .~ ·_ . ~ • • • /1 ~: ·; ' \ 'r--::.:::=~ \~,"'-,A\~~~' )L.· - . -· , ' --. .. ' I \ \ \ \ \ \ . / ) I : ) .J ' \ ~=~--~----,-----------<' NOTE: PLANTING WORK BOUNDARY MUST ~"~ , ENCROACH PAST PROPERTY LINE DUE TO THE DISTURBED SOILS WHICH EXIST ON THE SITE. • '---'--... PLANTING LEGEND. , HA Heterome'ies arbulifolia Toyon 15 gal Per Plan N/A 21 ' QA Ouercus agrifo\ia Coast Live Oak 24" Box Per Plan N/A 59 ' C Rhamnus califomica Coffeeberry 1 Gal 8'0.C. N/A 26 R Rhus integrifolia Lemonade Berry 8'0.C. N/A . 69 ,---i:------+---+---1--1---1----1 . •S -~· NIA ~.\ L Rhus laurina Laurel Sumac 1 Gal. a• O.C. .\.\\'-.,_hi=IF'.t---------+------i---../----,--+--~L---1 26 Lonicem japonica Hall's Honey Suckle Rooted 12• o.c. N/A. _ ____._. Cullins .,,---- I i' NOTE: P[ANTING.WORKBOUNDARYMUST ';···---' • ENCROACH PAST PROPERTY LINE'DUETOTHE • , I " DISTURBED SOILS Wl;UCH EXIST ON THE SITE: " " . . -·· ---• ' THE IRVINE.COMPANY, AS ADJACENT PROPERTY : OWNER, APPROVES OF PROPOSED i ENCROACHMENT. : I I I er: :::e Biiccharis pilulcrris Nasselfo pulclira. Leymus condensat11s Sambucus mexicmm Mimulus n11nmtinc11s Isocoma menziesii Total Nurnbcr of Plants Coyote bush+ Purple needlegrass• Giant wild-rye , Mexican elderberry Bush monkeyflower Coastal goldenbush 52 52 26 26 52 52 260 "',,,~ '-~-. -...,_,,..._ . ..,,..,--,-,,....,,..-- ~ ----/~ ' -------------• / ........__________________ -~-------/~ -------------~----- I I I I I Rocky 1\reas Scientific Name Artemisia c11lifor11ica Dudleya lm1cvla1rt Dudlcya pi1/ven1/e11l11 N11ssdla pulchm Eriogo111u11 fascic11l11tum Mimu!ris mmmtiacus Mimbilis cnlifornica Coinmon N amc California sagebrush* Live-forever Chalky live-forever Purple ncedlcgrass,• California buckwherit • Bush monkeyflower California wishbone bush Total Number of Plnnts - 10 30 30 10 10 10 10 Cactus 1\rc11 Scientific Name Opuntia littorafis '~ Common Name Prickluy Pear Tolal · Number of Plrmts 100 .. ✓------- SCALE: / i • 20· NORTH Encdirt cnlifomica California encelia" 10 Total Number of Plants 120 ALL PLANTS LISTED WITH AN• AFrER THE COMMON NAME SHALL RECEIVE THE FOLLOWING: PLANTS TO BE INOCULATED AT THE NURSERY WITH MYCORRHIZAL FUNGI. (MYCORRHIZAL FUNG[ ATfACH THEMSELVES TO THE ROOTS OF A PLANT AND FORM A SYMBIOTIC RELATIONSHIP THAT ALLOl"IS THE PLANT TO ABSORB GREATER AMOUNTS OF MOISTURE AND NUTRIENTS FROM THE SOIL. tLStii{(T6298r7-::-:-=:, \-S!1e~t:.P_~21· ... ~~·~2~ • _·_\/ '--,,.....:..: ·"-~ .... .!,.'::, :.; .• :,..:..-~ ~-· ,>- NOTE: All plants to be one gallons except otherwise noted. Baccharis pilularls/(coyote bush) to be 0-40 Container size. • ' . ,· L A N D S C A P E ARCHITECTURE ERIKSSON• PETERS• THOMS • 1214 Ea!t Creell, Stnel, Paudena, Ca)Ucmila 91 loti Telephone (818)'7~-2006 (213)681-3408 FAX (818)785-2:'.!47 • :me1 C•lle Arroyo. San Juan cap1strano, CA 92e'l!I Telep-hone (714)GIJl-712'7 FU ('714)246-2:'.!99 ReTI:llon ,, "" PREPARED FOR: ... ,-:"{": , IRVINE COMMUNITY " DEVELOPMENT COMPANY · ·5_50 NEWPORT CENTER DRIVE ' NEWPORT BEACH, CA. ·gh660. ,.<r·:;:~~~:~:~';--:;. ::c // ·~··'~' ~ ~p-;' . \,• \ 'iy'.ij4>f:;}' . "-.. ,, ,,..-/ ;·,, ....._; ._ :---1/:.-. -..:_,.~[>,,' -• u ~ .<r: -~-~ z C, Q ~ 0 ~ rs . ~ ~ z 0 ~ < ~ ~ u z cef; I- Cl!'.'. I-0Vl o...,< , ,vf ~o wU z PLANTING PLAN; CANYON WATCH PERt.lT NO. Job H<> 92-'510 Cbed.N Sh«t P-21 24 • •• • '·•~ •• ~ •-•,~--••-•.--,-;-~•••~•-, • • •, ·••••-~• ••••~-w•r ••• .• --~•--••c~•~"•"7'-• e•• • t'."' C I I I I SAN I t ----------15B -1- I I I I I I I I I I I I I I EXISTING PARKWAY IRRIGATION. I !1 II I II 11 ii' / V ~~~~~-=~~~~~ NOTE: PLANTING WORK BOUNDARY MUST ENCROACH PAST PROPERTY LINE DUE TO THE DISTURBED SOILS WHICH EXIST ON THE SITE. THE IRVINE COMPANY, AS ADJACENT PROPERTY O,VNER, APPROVES OF PROPOSED ENCROACHMENT. / _/ / / _/_ .... - // , -- ·-------.... ··-·-- • 15 9 \ I : .... I I ; J II " 11 I I 7T ·--~· --rr -.. 11 " " ! I Ii I I '1 --•••• --·· --·· 1 I --l - I-·t- JOAQUIN II I I ,1 ' " " '' I! Ii ii I I ""'" -----· 1' ' I ' CONTRACTOR SHALL REPLACE ANY EXISTING PLANT MATERIAL DAMAGED DUE TO PARK CONSTRUCTION. ,..._I I ' -- \ ·, \. _____ \ \ \ \ . ' • I I I -- HI.LS I I I I I ) NOTE: PLANTING WORK BOUNDARY MUST ENCROACH PAST PROPERTY LINE DUE TO THE DISTURBED SOILS WHICH EXIST ON THE SITE, THE IRVINE COMPANY, AS ADJACENT PROPERTY OWNER, APPROVES OF PROPOSED ENCROACHMENT.· f_ ROAD '' 11 I I II " II I I __ .. \ t R H I G, ,\ l \ 0 t-1 l :-:-~·-,,..,. -----· ~---• '. --·-' --------••, ------- ., ' ' • SCALE: r -20· --- ., ' NORTH L A N D S C A P E ARCHITECTURE ERIKSSON •PETERS •THOMS • 12H Eul Cr•otn Stnd, h1<1-d•n1, C<1-hlormo 91106 T<'l<'phone (B\6)795-2008 (213}681-3◄08 FAX (B\8)795-2547 • 27461 C<1-ll• Mroyo, San Jahn C:apislrano, CA 92875 T"'l•phone (714)661-11?7 f'l0: (7L-t)'2-48-2599 Revision ,, o~te PREPARED FOR: IRVINE COMMUNITY DEVELOPMENT COMP ANY 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CA. 92660 ~ .U :· . ' . ~ z 0 ~ z ~ u PLANTING PLAN CANYON WATCH PElMl' NO. ~· ,. 92-510 OraYn SEE SHEET P-21 FOR PLANTING LEGEND. se<>,e••es"c.__ _____ ~""~'•---- ----~ SEE SHEET FOR PLANTING DETAILS P-22 l'"TI_ ... , •• ~.-·-, .. --~,--· ~--------~--.--.:. ..... _, .···--...:;: •• --~ .. -.......... [t.·f;;;,_• .. ·_.~-~ ..... .-·.:.,....~-"~-,;:; .,._ • ~~-~.--.::,,·•:!', ·--.,, _.:.' ;· ·---• -,. ; ,· <• ' I , I ' • . , < ' ; ', • --• .,-I ~14· i -· t\. •. •" ' . ••. · -~ --· •• ·----·~--. \ i: • • ..... ' • • ,. •• , , •• -· ..... ~. ""'.''. ·•-'7'.~··-~~ "":~ .. ~--.-:~~~~ ·~~~;:~.·:~·~.~~~~..,.::~. • .. ·.7:.-v-_ ·---.. ~-:,·•-,-·: _-.· •• ~ ~ ..... ·.~1-:-·.....::.~::.~:-· ~-·-~.-....-.:~ ... --·-7'·r.,...•773.r;."';:";,"'.:":r-'"•~~,::1J;,~r:~., < ... ,......___ ---··-----_,- fREE PLAN TING SHRUB PL ANTING N.T.S. @ I. ~ ~IN ~rn-t f\1Ul.Cf1-9x-~- '2., <,f'o~ N Cl' 9,frl\]17-e, IJ€,- A.1-o;-rW 1' ~ FN f.J:-1- e;:,.µx;,. ,--·--f',N\'.S\-1 ~- ------------·-·---------- S_HF_!~_B_~N-~. G_ROU_t-_Jl)~QYER SPACING_,,~=--=~=-+c(_"c\pC_2;,.,- NoT TO SCALF. \f'~:V ~~ .. t . r:swiC < 16i9SF ,_,·:~:,c-:,, !shect_-i:,.:23._of. 24 ·-... ·-\ \;;.·~j.;);: -~~i: ._;.;, .: .. ~~;~_;;:.::._ __ ;) ' ... ERIKSSON •PETERS •THOMS • 121, En~\ C:run Strtt\; l'aHdtn•. Cahlom1• !lll06 Ttltpl\Ont (HIH)79!>-200H {2L3)B8)-:WOH FAX (Bl8)7!i~-25~7 • 27461 Ca\lt Arroyo. San Juan Caputnno, CA 9Z575 - Tchphont {7H)6111-7l27 FA): (114)lHB-2599 / · I ------ PREPARED FOR, ., IRVINE COMMUNITY .. DEVELOPMENT COMPANY ·, 550 NEWPORT CENTER DRIVE . NEWPORT BEACH, CA, 92660 • T PERMfT NO. Sheet P-23 :•. . .J OI ' ·' -. ' : • ' ,· ' . PLANTING Sl'ECIEICATJONS 1.00 GENERAL SECflON 029.fill I.OJ SCOPE OF WORK Contraclor to furnish all l<1bor and mc;twi.1Js required to ext!cute this work as indicated on the drnwingc;, as specified and as necessary to complete the contract, including but not limited tc these major items, A. Provide import soil as needt?rl and finish grading of all are.1s to plus two percent (+2%) minimum foli. B. Supply and installation of all specified ~oil prep,uation. C. Supply and installation of ,,ll trees including backfill and the installation of stakes and guy wires. D. Supply and installation of all trees, shrubs, and hydroseed. E. Use of the irrigation system during the maintenunce period. F Cle<1n up of all work are,'\S at condusion of contrnct. G. Maintenance pc1iod of 90 days. H. Gui1rilntee of illl plant materials and \'Mrkmanship for a period of one (1) ye,1r. I.OZ QUALITY ASSURANCE 1.03 1.04 A. Qualificaticns of Workmen Provide at least one English speaking person who shall be present at all times during rxecution of this portion cf work and who shall be thoroughly famili~r with the type of materials being ~nstalled and the best methods for their instailation and who shall chrect all work performed under this section .. B. Standards Plant materials indicated on the drawings and herein specified shall conform to the following: 1. Plant n.imes shall conform to "Standard Plant Names" established by the American Joint Committee on Horticulture. N.imes not covered by this standard shall be named in accordance with the established custom of the nursery. 2. Plants shall be symmetrkal, typic.il for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or their eggs and shall ha,•e healthy normal rcot system, well filling their containers but not to the point of being root bound. Plants shall not be pruned prior to delivery, excepts as authorized by The Irvine Company of th~ir designated representative. In no case shall trees be topped before delivery. 3. The height and spread of all plant material sh,lll be merst:red with branches in their normal position. The caliper of all trees shall be measured four feet (4'·0"} above the, surface of the ground. Cc1Hper or other dimensions of any plant materials shall be normal for stock type listed.: 4. Sizes of plants Shall be as stated on the drawings, container stock O·gallon, 5-gallon and 15-g<lllon) shall have been .grown in containers for at l2ast one (1) year, but not over two (2) years SUllMITI ALS A. Materials v,/ithin seven {7) days after award of contract and before any planting materials <lre deliverE!d to the job,site, submit to The Ir?ine Company a complete list of all plants and other items proposed to be installed. 1. Include complete data on source, size and quantity. 2. This sh.ill in no way be construed as permitting substitution for specific items described in the drawings or these specifications unless the substitution h<ls been approved in advance by The Irvine Compuny or their designated representative. B. Certificates 1. All certificates required by law shall accompany shipments and shall include the follov,:ing: a. Quality /purity and quantity of seed and hydromukh. b. Quantity of all other soil amendments called for by plans and specifications. • c. In addition to any other certificates specified, furnish a certificate with ei1ch delivery of bulk materi.ils staling the - source, quantity and t)•pe of material and that the material confonns to the specification's requirements. 2. The Contractor shall carefully and continuously protect all areas included in the contract until ,1cceptance of the work by The Irvine Company. PRODUCT HANDLING A. Delivery and Storage 1. Submit samples of ail soil amendments, seed Jnd plants for inspection and store on the site until furnishing of materials is completed. Delivery may begtn upon approval of samples or as directed by The Irvine Company. 2. Deliver all items to the site in their originnl containers with all labels intact and legible at time of The Irvine Company's inspection. 3. Immediately rernove from the site all plants which are not true to name ;.rnd all materials which do not comply with the provisions of this section. 4. Use all means necessary to protect plant materials before, during, and after installation and lo protect the installed \vork and materials of all other trades. B. Replacements In the event of damage or rnjection, immediately make all repnirs and replacements necessary lo the approv,1l of The Irvine Company at no additional cost. 1.05 INSPECTION A. All inspections herein specified sh,1\1 be made by The Irvine Compan~, ,The Contrnctor shall request inspection at \l'ast two (2) working days m advance of the time inspection is required. B. Inspection will be required for the following p;uts of the work: 1. During the prcHminary fipe finish grading and soil preparation. 2. When fine finish gr.1ding tllld soil prflp,uatiun are completed. 3. Pl.mis after delivery to site (prior to plnnting), wt11.;n shrubs and trees are spotted for planting, but before planting holes nrt? exc:nvated. 4, Specimen trees at source before delivery. 5. Planting nreas prior to pla11ting. 6. All landscape construction items, pl'ior to the start of the mainten.ince period. 7, Final inspection at the end of the m,1inten.ince period, provided that .ill pr1;vious deficiencie5 have been corrected. 2.00 PRODUCTS 2.01 FERTILIZER A. Gener,11 All fertilizer shall be as specified in Lhe Soil Amendments Section, delivered to the sile in bags labeled with the m,rnufacturer's guaranteed analysis. B. Special Protection If stored at the site, protect fertilizer from the elem1:nts at .111 times. 2.02 SOIL AMENDMENT 2.03 2.04 2.05 2.05 THOROUGHLY rototill a minimum of two (2) directions the following amendments into lhe top six (6) inches of soil to ,111 nreas less than three to one (3:1) in slope: AMOUNT PER 1000 SQ. FT. 4 cu.yds. nitrogcin stabilized organic amendment derived from redwood, fir or cedar sawdust 200 lbs. agricultural gypsum . 15 lbs. 16-20-0 ammonium pl.lOsphate IMPORT SOIL A .. The import soil for surface fiU in areus to be l.indscnped should meet the following specifications: 1. Silt plus clay ·content of the import soil shall not exceed 35 percent by weight with a minimum 95 percent passing the two (2.0} millimeter sieve. 2. The sodium absorption ratio {SAR) shall not exceed six (6). 3. The electriecit conductivity (ECe) shall not exceeq three (3.0) millimhos per centimeter at 25 degrees centigrade. 4. The boron content shall be no gre,1ter th.in one (1) ppm as measured on the saturation extract. B. In order to ensure conformance, samples of the import soil should be submitted to The lr\'ine Company for analysis prior to and following backfilling. TREE5TAKES Unless otherwise indicated on the drawings, all tree stakes shall be straight grained lodge pole pine free from knots, checks, splints or disfigurements. Size and location to be as specified on the drawings. CONT A!NER PLANT MATERIALS A,11 plants ~nct'J)lanting m<lterials shall be as ,indicated on the drawings and subject to fmal c,pprova! by The Irvine Company. . HYDR05EED A. ._Seed· shall ~e fresh, c_l~,1n, pure new crop seed, mechanically pre-mixed to proportt~ms spenhed on ·the drawings anti delivered in original, unop:ne~ containers bearing the dealer's guaranteed analysis, germmat10n percentage .~1nd certificate of release by a Cbuntv agriculture commissioner. ' B. The hydroseed ma~eria!s shall be of such a character that when dispeised in a uniform slurry shall form an absorbent porous mat. C VV.1ter sh,1ll be fresh, free of impurities, e:xce.ss chlorine and salts. D. Fiber_sha!~ be clean, weed-free mulch of wood cellulose containing no . gernu~at10n or growth•inhibiti"ng factors, py Central Fiber Corp., Y./ellsv11le, Kansas, or approved equal. Fiber shall contairi a harmless, temporary green dye. E. Organic stabilizer shall be EcOlogy Controls ~-binder, or approved equal. ., • F, The Hydroseed Shrub Seedmixcs me as follows: %P = Percent Purity . %G = Percent Germinrltion Irrigated Shrub Seed mix Species Acacin seligna Achilhm millefolium Baccharis pil. consanguinea Cistu s corsicus Cistus S<llvifolius Clarkia c1111oena (dwarf) Eschscholzia californka Lasthenia chrysostoma Layia platyglossu Lupinus nnnus Mimulus lonc;iflorus Plantago insul,1ris Common Name Willow Acacia Yarrow Coyote Bush Muuve Rockrose Sage Le,1f RockrosP. Fare\..,•cl\ to Spring Ct1lifornia Poppy Gold fields Tidy Tips Sky Lupitie Sticky Monkevflower NCN Totnl %P/%G Lb/ac 99/60 1.5 98/70 2 02/40 3 98/75 3 90/60 2.5 98/85 1.5 98/75 I 50/60 1.5 80/75 1 98/70 3 02/55 2.5 98/70 30 52.5 ' 2.07 3.00 3.01 Non•lrrigated Revegetalion Area (Coastal Sage Scrub Species) Species Artemisia californicil Atriplex lentiformis Daccharis pil. consanguinea Eriogonum fasciculatum Eriophyllum coniertinorum Eschscholzla ca\ifornica Lastbenia chrysostoma Lotus scoparius Common Name California Sagebrush Qua!lbush 15/50 90/50 02/40 10/65 30/60 98/75 50/60 90/60 98/85 02/55 98/75 70/50 _b/ac 1.5 Lupinus succulenlus Mimulus longiflorus Plantago insulnris S<1lyia mellifera Coyote Bush Buc_kwheat Golden Yarrow California Poppy Gold fields Deerweed Arroyo Lupine Sticky Monkeyflower NCN Black Sage Total Non•lrrigatcd Meadow Areas (Grasses and Forbs Species) 1 2.5 10 3 1 2 8 4 3 40 1.5 77.5 S12edes Common Name LbLac Achillea millefo\ium Yarrow 98/70 1.5 Bwmus carinatus Ca\iforni,1 Brome 95/80 3 Eriophyllum co,1fertiflorum Golden Yarrow 30/60 3 Eschscholzi7t californka Californiu Poppy 98/75 2.5 Festuca ovinc1 Sheeps Fescue 95/80 8 Gilia capilata Globe Gilia 98/75 .5 Lupinus nnnus Sky Lupine 98/70 4 Limonium pcrezii Sea Lr1vender 65/05 2 Lasthenia chrysostoma GoJdfields 50/60 2.5 Layia platyglossa Tidy Tips 80/75 2 Liuanthus grandiflorus Mountain Phlox 95/85 1 Plantago insul11ris NCN 98/7S 20 Sisyrinchium bellum Blue Eyed Gr.iss 95/75 5 StiQa QUkhra Pur~le Needlegrass 70/60 6 Total 61 OTHER MATERIALS All other materials, not specifically described but required for a complete and proper pl_anting installation, shall be as selected by the Contractor subject to approv;il by The Irvine Company. EXECUTION SURFACE CONDITIONS A. Insptction 1. Before proceeding with any \.,,·ork, the Contractor shall cmefolly check and verify all dimensions and quantities shown on the drawings. 2. Prior Lo all work of this section, carefully inspect the installed work of all other trade.5 and verify that all such work is complete to the point where this instullation may properly commence .. _- 3. Verify that planting may be completed in accordance with the original design and the referenced standards. 4. All work in conjunction with sprinkler systems installation must be completed, final grades est,1~1ished, the planting are.is properly gmded and prepared as herein specified, and the work approved by_ The Irvine Company prior to planting. B. Discrepancies 1. In lhe even! of discrepancy, immediately notify The Irvine Company_ 2. Do not proceed with installation in are<1s of discrepancy unlil all such discrepancies have been fully resolved to the satisfaction of The Irvine Company. 3.02 SOILPREPARATION A. This work shall not commence until the agronomic soils test has been completed by The Irvine Company and planting is ready to proceed; should 30 calendar days elapse between completion of soil preparation and commencement of planting, all areas shall be prepared ag,dn. B. Moisture Content No soil preparation or work shall occur when the moisture content is so great.that excessive cornpaction will occur, not when it is so dry that dust will form in the air or that clods will not bre"ak readil}'. Apply water, if necessary, to provide ideal moisture content for tilling and for planting ilS herein specified. C. V'1eed Abatement 1. If liv-e perennial weeds exist on site at beginning odf wodrk, spl_radyb,vith a non•selective cont<1ct herbicide as recommende <1_n app 1e Y an approved licensed pest control advisor t1nd apphcat~r. Leave sprayed plants intact for at least 15 days. Clean and remove these existing weeds by mowing or grubbing off all pla~t parts at least one-quarter (l / 4) inch below the surface of the s01L 2. Upon completion of irrigation system, begin we:f ;ba.\:me~~ 0 0 program by applying 200 p~unds o~ a comrnerc1a ertl 1zer -• per acr!, per manufactures mstruct1ons. Water all areas four {4) times daily for21 consecutive days and until 3• weed seeds h.i.ve germinated. Cease watering for three (3) d~ys. Sprny ,1 non•selective contact herbicide to eradicate thP. germinated weeds. Waiting period prior to clearing weeds shall be seven {7) to ten (10).days or an appro,•ed n!ternate time period. 4. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a minimum depth o'f one•quarter (1/4) inch below tlu: surface of the soil. 5. If perenni.il ~,•eeds or grasses slill exist, re-water four (4) times daily for fourteen (14) consecutive days, until new growth appears. Re- apply herbicide. Remo~•e weed_s after seven {7) to t~n 00} days (lr an .ipproved alternate time penod. 3.03 FINISH GRADh'IG Vlhen preliminary grading, including weeding and fert_ilizing, has been ompleted and the soil has dried sufficiently to be re;;dLly W()rked, _grade ~ll 1:.rnm and planting areas Lo the elev«:ti0n,s indicated_on lhe drawings. Gr.'.'tdcs not otherwis~ indicated sh.111 be umf~i"r:1 levt'lS_Ol .sl.°pes ~etv•:~e,n points where elevations are given. Minor ad1ustm~nt of, fnush gr,1de::. ~l.,11\ be made nt the direction of The Irvine Compa~y, if re_q:lared •. Slope s01I areas to allow natu;al runoff of waler, and direct sunace_ ~rmnagc as indicated on the drawings by remodeling surfaces to. facilitate the natural runoff of water. Grnde low spots .ind pockets to dram properly. ' 3,04 PLANTING TREES,SHRUBS A. GENERAL 3.05 3.06 ,.;: 1. Regularly water all nursery stock in containers ;md place them in ,1 cool area protected from the sun and drying winds. 2, Position plants in plant Joci\tioris indicated on drawings and secure approval from The Irvine Company before excavating pits, making necessi\ry adjustments ,1s indicated, 3, Do not allow plants to dry out before or while being planted. Keep exposed roots moist by mer1ns of wet sawdust, peat moss, or burlap at aU times during planting operations. Do not expose roots to the ,1ir except while being plilced in the ground. Wilted plants, whether in pl,1ce or not, will not be accepted and slrnll be repli\ced ctt the Contractor's expense. 4. Remove all plants from their containei-s and set so tl1.:1t when settled, they bear the same relation to the required grade as they bore to the n,1tural gri\de before being transplanted. Plant each plant in the center of the pit and backfill with prepored soil. Do not use soil in muddy condition for backfilling. Do not fill around trunks or stems. Cut off illl broken or frayed roots. S. In the event that underground construction work or obstructions are encountered in the pl«nting operntion, alternate locations for plant material will be :;elected by The Irvine.Company. Operations shall be done at no exlrn cost. The Irvine CoJllpany must approve <1lternate location prior to pl;inting1, 0. Exc,1v.itlon The planting pits for trees, shrubs rind vines sh~II be exci'lvilted twice the diameter and equal the depth of the rootball. Loosen compacted soil al sides. C. ·Planting 1. Fill holes with backfill mixture as specified below: BACKFILL: 6 parts by volume On-site soil 4 parts by volume nitrogen stabilized organic ;imendment 1 lb. 16-20-0 per cubic yard of mix 5 lbs. agricultural gypsum per cubic yard of mix 2 lbs. Iron sulfate per cubic yard_of mix 2. Fill to proper height to receive the plant and thoroughly tamp the mixture before setting the p~~nt. 3. Set plant in upright position in the center of the hole and compact the backfill mixture around the ball or roots. 4. Thoroughly water each plant when the hole is two-thirds (2/3) filled. _?· Plant t«blets shall be pl<1ced in plant pit in accordartce with manufacturer's recommendations. 6. After water tamp the soil in place until the surface of the backfill is level with the surrounding area and the crown of the plant is at the finished grade of the surrounding area. 7. Construct a firmly compacted mound of soil around each tree bvatering basin) and plant to form a watering basin at the edge of and following the shape of the planting pit area. Mounds for trees from five (5) gallon or larger containers-shall be at least four (4) inches high. Refill any settlement within the basins after watering with "prepared soil" and additional nitrogen stabilized sawdust worked into the surface to restore the mulched condition. HYDROSEEDING I. Mixing shall be performed in a t<1nk, with a built-in continuous agitation and recirculation system, of sufficient operating capacity to produce a homogenous slury and discharge system which will apply the slurry to the _designated areas at a continuous and uniform rate. 2. The slurry preparation shall take place at the project site and shall begin by adding water to the tank when the engine is al half throttle. When the water level has reached the height of the agitator shaft, _good recirculation sh.ill be established, and at this lime the seed shall be added. Fertilization shall then be <1dded followed by the \.,.ood cellulose fiber, when the tank is at least one-third (1/3) filled with water. Spraying shall comence immedi.itely when the tank is full. 3. Contractor shall spray designated areas with the slurry in .i sweeping motion, in an arched stream, until a uniform coat is achieved ,md the material is spread at the required rate per acre. 4. A slurry mixture shich has not been applied within four (4) hours ,1fter mixing shall be rejected and replaced at the Contractor's expense. 5. Costs incurred for repair or replacement of bare, sparse or damaged areas shall be the respons;bility of the Contractor. 6. The follm-ving material should be added to the hydromukh formula: HYDROSEED AMMENDMENT PER ACRE, 300 lbs. 16-20-0 ammonium phosphate 300 lbs. ureaform 38·0-0 (with a minimum 26% water insoluble nitrogen 800 lbs, agricultural gypsum WATERING Trees, Shrubs, Vines .:nd Ground Cover A. Immediately ,1fter planting, apply water to each tree, shrub and vine by means of a hose. Apply water in a moderate stream in the planting hole until the material about the roots is completely saturated from the bottom of the hole to the top of the ground. B. Water plants which cannot be watered efficiently with the existing water system by means of a hose. C. Apply water in su~ficient quantities, and as often as se<1sonal conditions require, and keep the ground wet at a.II times, well below the root system of grass and planting, Do not cause erosion damage in watering slopes. 3.07 MAINTENANCE 3.08 3.09 A, All areas landscapeC by the Contrnctor under this contract shall be maintained by Contractor for a period of not less than 180 days from the date of ,1cceptance ilUd written notice. B. Sti'lrt of ma.inlenance criteria 1. Mnintennnce period shall not commence until all J?lements of the project are completed in acco!'dance with the approved pJ,1ns, Projects will not be segmented into phases. • 2. Power, either temporary or permanent, to rem?te controller~ shall be established prior to the beginning of the mamtenance penod at the approval of The Irvine Company. 3, Written approval by The Irvine Compatt}' musl be obtained prior to the beginning of the maintcna11ce period. . 4. If the project maintenance fails to continuously meet st<1ndard::; , required for start of maintenance, the maintenance period shall be suspended. An additional maintenance period of up to lbu days shall begin when the Contractor has corrected all deficiencies. C. End ofmaintenat1ce 1. On completion of tile 120.ctay (minimum) maintenance period and meeting of the criteria required for completion, The Irvine Comp,1ny will inspect the project. 2. Deficiencies noted during inspection shall extend the maintemmcc period, 3. End of mtlinte~ance shall occur only upon· written acceptance by The Irvine Company. D. During the maintenance period the Contractor shall provide all watering, weeding, fertilizing, cultivating, and sprnying necessary to keep the plants in a healthy weed free growing condition and to keep the planted areas neat, edged, and attractive. All shrubs shall be pinched-pruned as necessary to encourage new growth and lo eliminate rank sucker growth. Old wilted flowers and dead foliage ~hall be immediately pinched or cut off. All trees shall be pruned for s'tructurnl form and health. Limbs shall be removed to the growth collrir per good arboriculturnl practices., E. After planting and during the maintenance period a balanced fertilizer shc'.lll be applied at the rale recommended by the manufacturer once a month. In the event that ground cover, trees, or shrubs exhibit iron chlorosis sympt_oms, necessary action shall be taken to correct the deficiency. F. During the maintenance period, should the appearance of any plant indicate weakness, that plant or cutting shall be replaced immediately with a new healthy plant. Any trees or shrubs with damaged cambium shall be replaced immediately. At the end of the maintenance period all plant materials shall be in a he.ilthy, growing condition and spaced as indicated on the plans. G. Irrigation 1. Contractor shall properly and completely maintain all irrigation systems, automalic and manual._ A balanced watering program shall be maintained to ensure proper germination. After 60 days of the 120•day m,,inten<1nce period, all irrigation Shall be adjusted for proper on-going maintenance. Contractor shall be responsible for the irrigation system for the entire maintenance period. 2. All controllers are to have each station individually adjusted on a weekly basis. System shall be set considering the application rnle each area is capable of receiving. The system shall operate on short intervals, with !he cycle repealirig at a later time to reduce run off. H. Site M<1intenance l. All planted areas shall be kept neat and clean and free of all dippings, debris and trash. 2. All subsurface drains shall be periodically flushed with dear water to avoid build up of silt and debris. Keep all drain inlets ·dear of leaves, trash and other debris. 3. All paved areas shall be deaned weekly of trash, debris and silt. I. Replacement I. At the end of the maintenance period all pl.int material shall be in a healthy growing condition. 2. During the maintenance period, should the appearance of any plant indicate weakness and probability of dying,. immediately replace thnt plant with a new healthy plant-of the same type and size without additional cost to The Inrine Company. 4. The Contrnctor will be responsible for all aspects of the work until acceptance except as otherwise stated in the General Conditions. EXTENSION OF MAINTENANCE PERIOD Continue the maintenance pe:iod at no additional cost to the The Irvine Company until all deficiencies have been corrected and the work is accepted by the Irvine Company. Projects ,·.•Ul be accepted on the first or fifteenth day of the month following completion of the maintenance period. GUARANTEE AND REPLACEMENT A Guarantee all trees, shrnbs, vines and ground cover for a period of one (1) year after _completion of the specified maintenance period and final acceptnnce by The Irvine Company. B. Within 15 days of notification remove .ind replace all guaranteed plant materials which for any reason fail to meet the requirements of the guarantee. Replacement shall be made with plant materials as indicated or specified for the original planting, and all such repl.iccmenl materials sh.ill be guara_nteed as specified for the origin.11 guaranteed materials. C. Contractor shall guarantee a minimum of 90 percent coverage at the end of a four (4} month period. Costs incurred due to dmnage or replacement shall be responsibilit)' of the Contractor. ~ .. ,.~ .. ,,_,,. ""-~'". -· -~·" --• -··-.. ' . . . - . ., __________ .-;,~,&;:~--~·:i.;:,_· __ .. :,~-i : ·-~~:-: :~~----~;:.: __ ;..:c,•_ . ~·-~~--:~:~:.c'. _, __ , .. ,.;.. ... .-.-, -,. ' .,_.S.S. -• ' ••• , -·~·--· -··---·-· ' •••• '--• L A N D S C A P E ARCHITECTURE ERIKSSON •PETERS •THOMS "' 1214 Ea,\ GHeti Street. Pasadena. Ca!iforma !ILL06 Telephone (BJB)795-20DB (2L3)68L~J4DS f'AX (BlB)"1!15-'Z547 • 27'161 C,lle Arroyo, San Juati Capistrano, CA 92675 Tdephone (7l4)6lH-7127 r...x (71.tJ2~a-2599 By Date PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CA. 92660 f-- 0,:::: f-- O Vl 0--<( 3:0 LI.JU z PLANTING SPECIFICATIONS PS1Mrr NO. llilllllllll Job So 92-SiQ Slieet - P-24