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H~ Sl:DIID rmHTI:E «.."':3 f 1:Earz,:::s:s l:rrOF n:,: rro:r··:s:m •lJms FiSS,1m 13ll:tlDa """'- 21. mmn1u:mv.:nrs,mJ:..:.JSiii.lW~t'Hl-l.OffCI ~WlHQ:S:GT~Aa::HDmo::JJ.:.!StCE5Z-:rcCfA rnm1m:m-F1Wn:smn:ru.~lHATi"mt¥NEtli~AS£C.t,ao:::::GTOTI:E,m:a:Jsm:n:ATD6Q m.\TIISfll'.1:IRIISAtfQ::.\lB.YESTl.:IS:WTOf.an:16Xl5m. C"ifflRTf[t(J":s:JS: cmo::s:.:.-aco;mmS1'£0raJ.n1.rnSKW.ttsn2r1,ror•::a:mtlHERWJ.:::xiamm::Eooa:::sm\;la:Jt,a_o;arue1 J;:EGflla'-zi.a:<JIYQB:;lGl(lf[ECl"TI-ISfAllNO:nCI: -w.;:w.oWRAn:1.15RJill'lQ.CMJ:S~. ?Ce::m:l~m.~ ~~r;a.tn;S"~tmSlOIJBI 1}. tgEOOXa~tnJeMSt "On"Cf~tu.CHCSiillla:m;.\st~5PEO\l.~a,srm;:i,.m~ro,;PU:LJ::m;;~ '""Ell..:ll:l" ·~ ~ t:SA:tr.61£1"' llllE24~a::a W.":m: RHXl: e:r.,,wm_ \tl:1TTIJ: UXATm Cl" IJ I l!!..."JWJ'X:C4~ c:.,u;:rc:~::z:sxr::15t:'.nA1&1J ~0-4m ~LOCAllllf{C:QLQ.la~GM/CJ..IR!" .. :X.a;tm/CAlV~ ( 7 1 4 ) 440-7200 APPROVED, ~ luJL PUBUWORKSDIRECTOR APPROVEDL~d ~~ UTILITIES MANAGER R.C.E. 25553 APPROVED~ £ . ~ : C l.u ,t. ... 4. .) GENERAL SERVICES DATE: tkc, /2 ,20<JrJ DATE: //-~-DO DATE: 12.-5-oo VICINITY MAP ~~ ~4 KEY MAP JAUEOREE OOAD FOADROAD SEE SHEETS I.C-1, lJ.1, LlP-1, LSP-1 lllS(JN ROAD KEY MAP N.T.S. It ' SEE SHEE1S 1.C-Z LJ.2, L 1P-2, LSP-2 • CA 9 2 6 6 0 SHEET NUMBER LT-1 LC-I & LC-2 L 1-1 -Ll-2.1 LI -3 L 1-4 LTP-1 LSP-1 LTP-2 LSP-2 LP-3 LP-4 SHEET INDEX SHEET DESCRIPTION LANDSCAPE TITLE SHEET LANDSCAPE CONSTRUCTION PLANS LANDSCAPE IRRIGATION PLANS LANDSCAPE IRRIGATION DETAILS LAtlDSCAPE IRRIGATION SPECIFICATIONS LANDSCAPE TREE PLANTING PLAN LANDSCAPE SHRUB PLANTING PLAN LANDSCAPE TREE PLANTING PLAN LANDSCAPE SHRUB PLANTING PLAN LANDSCAPE PLANTING DETAILS LANDSCAPE PLANTING SPECIFICATIONS C!TV OF NE\"JPORT BEACH THIS PI..A/'I IS SJGNiD er TH£ arr OF N!:WPORT ar,~(.,tf FOR CONC£PT AND ADH£RENCE TO CITY STANDN?OS AND RtOUIRDIENTS ONLY. IH£.. CtTr IS NOT RcrPON- S!Bl.E FOR D~GN ASS!JMPT10NS IWO ACCUP.ACY. APPROVED {f ... )#1-•8 NEER OAT£ APPROVEP \\-3,o-eo DATE < -z Cl ~ <z~ O <- -...,:i ~Cl< ~u o~ .. ~ ~ ::r:: ~u o~< ~o~ ~~ ~~E--Z <~ 0 -o ~ ~ ~ z tu UJ :c en ~ f-f- PIAN DATE 0 '<> .., N "' < -z °' 0 "' -.., .., "' °' ::, = I- °' < u < ::; ... ... 0 ... 17 JULYOO BID SET REVISIONS PROJECT 96.027 SCAf.E NA DESIGN BA DRAWN BA SHEET T-1 OF 1/rz_ i a 'i a: " w~ aJ 2: "'<l :::J -1 z -~ CJ~~ z ' ~~ §j \ a: w aJ 2: :::J z CJ 7 ' ·• z rr z 2 a .g z rr 0 ~ ~ <( u "" z cr > <( Q; ITT ' □ . cr ~ , z " 0 z ~ > ;----- '°/ I, fi:-FORDID'.O 1, ,\ I\ \ I see S!£ETS te-,, , l~r.LTP-1,1.Sf'-1 ' KEY MAP N.T.S. / I i . ' I I ' I ' / I I I ' I i ' II 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 PLANT LEGEND Shrubs Groundcovers and Annuals ' • Common Name Symbol Size Qty. Botanical flame ~ I Gal. @36' o.c. @ SGaL 0 SGaL Myoporum 'Pacificum' Pittosporum tobira 'Variegata' Rhaphiolepis indica 'Clara' NOTES: No Common Name Tohira India Hawthorn SEE SHEET LP-3 FOR PLANTING DETAILS Remarks Spec.'s (min. ht. & width) z• X 61 12" X 12" 12' X 12' C!TV OF NE~".JPORT BEACH GNf:D 8Y TH£ CITY OF NF:WPORT 8&".CH THIS PUW IS Sf '£RFNC[ ro CITY STN{DN?DS FOR CONCEPT MD ADH, 1H£ CITY IS NOT R£SPON-'t'fu: REtotRf:f!(/J ~t~PTfONS ANO ACCURACY. /? J,½,4-//-~ .. -oo -APPROVED "'-su)Of~ NEER • DATE: APPROVED SEE SHEET LP-4 FOR PLANTING SPECIFICATIONS ~ EE O 10 20 40 PLAN DATE z ::5 [L CJ z 1-z ::5 [L cc ::::, a: I en w [L c5 )'g z ::5 0 "' "' N "' z 0,: 0 "' __, .., co 17 JULY 00 BID SET REVISIONS ------ PROJECT SCALE DESIGN DRAWN SHEET OF 96.027 1 '=20'-ll" BA BA LSP-1 q ro :s ffi C □ CC C 8 ~ g 0 I ~-~........,~ ~--~., z rr [I ~ ., u w ~ ~ ~ )!2 0 • ffi ro z ~ 0 Z ~ ~ ~ 0 ffi 0. D ' C C 0 D 0 ~ g 0 I z ~--~~ ,Jl I i 6 cc w D) """() ~ 9l :::J~ Zq, ~ (.!) • z "ti--., §:; ,. "' <( _g ,:. cc E. a 06 cc w D) ~ :::J z (.!) n .• ~ "' - <ill • 1- -,, ~ --?I ... i1 , ' •• i I C. w KEY MAP N.T.S. SEE Sl£E1S lC-2, U-2.LT1'•2, l!:l'-i I I I ! I / PLANT LEGEND Shrubs, Groundcovers and Annuals Symbol Size 1 Gal. @ 36" o.c. 5 Gal. 5 Gal. Qty. Botanical Name Common Name Remarks Myoporum 'Pacificum' No Common Name Pittosporum tobira 'Variegata' Tobira Rhaphiolepis indica' Clara' India Hawthorn NOTES: SEE SHEET LP-3 FOR Pl.ANTING DETAILS SEE SHEET LP-4 FOR Pl.ANTING SPECIFICATIONS Spec.'s lmin. ht. & width) 2• X 6• 12" X 12" 12" X 12' C!TY OF NE\11PORT BEACH TJtfS Pl)W fS SIGNED BY THE arr OF NEWPORT 8£, ... (,"fl FOR CONCEPT mo ADHERtNC£ TO CITY STANDARDS ANO RtOU/REMENrs ONLY. 1H£. crrt IS NOT RESPON- 518!.£ roR DESlGN ASSUMPTIONS IWD ACCUR4Cr. APPROVED <:fJ ~ tr' ./'1 -<>, ~D ,10~ EN !NEER • DATE APPROVED I .. o •C\> OATE " EE 0 10 20 40 0 '0 '0 N "' < -z . 0,: 0 < u.. --.., z < 0 u ~ :c ~z~ U) u ~ <o "'0 O <-~ cc: -....J 0 f-' ~ O< 0,: 0 ::t ~: ~u Q ~ ._ ~ ~:; "' .... ~ i:il :r: < z:::. i:il u ,:o. o~< 0 •• o"' u .,z ~ 0 i:il -..,o J:Q ,:0 ~ f-:c p;,:j ::;E ~ --c.. U ;:, "' rJl.., Z <t:IZ < -"' -o ..... ,:::i._ 0 0 ,:::i._ > ~ ..., "' ~ 0,: z ;:, :c f- 0,: U) 0 z ~ PLAN DATE 17 JUL YOO BID SET REVISIONS PROJECT 96.027 SCALE 1'=20'-0' DESIGN BA DRAWN BA SHEET LSP-2 OF z ~ a: 0 i ~ O ffi C D " " O D u [ D ~ 0 I '-----': Q.. a: qi w y m i:: 2 ::::i °" ~-f) z -~r <! IA a: --., 0 ~ --.l J v-, -. . ~ ~ a « z cr D ~ " ~ u w ,; cr > • g; }(' 0 • ffi ill z 'i 0 z ~ ~ cr cr 0 '" C O cr " 8 ~ g 0 I : ~--~., a: w m . > -t; -'ti~ ~9:1-TJ -.. [!) q/ 0 z "11.. -... > 0 " ~ ..$) ~ a: § 0 Od VJ il' f2 s w ,; " > • g ~ D " ~ z 'i 0 z i [ii 0 ffi cr D " " 0 8 u " D i5 I z / :'I '-----'-'" .• g z " 0 ~ a: ~ " w u m w 2 z rr > < " " ::::i ' 0 z . ffi 0 z > (!) " 0 z z ~ > 0 i ' I ~ u " w " u ~ NOT ASSIGNED r;\ --------10; NOT ASSIGNED ® -------B II] SHRUB [I] KEEP CROV,~ I" ABOVE RNISH GRADE 11] AMEHDED BACKFIU [I) FERTILIZER TABS (SEE PlMTil;G SPECIFICATIONS) I]] CONTAINER DEPTH (12" MIN. FOR LIIIERS) III PLACE RDOTBAU. ON NATIVE SUBGRADE (SEE PlMTIIIG SPECIFICATIOTIS) II] WIDTH EQUALS wncE THE CONTAINER SIZE (12" MIN. FOR LINERS) III L\YER OF MULCH (SEE PIN/TING SPECIRCATIOllS FOR DEPTH) KEEP MULCH 3' AWAY FROM BASE OF SHRUBS 5 GAL MD SM/JJ.ER Ii] RNISH GRADE 5 SHRUB PLANTING C'\ -------'-.0 4 8 -WIND NOTE5 [j] L\YER OF MULCH (SEE PL\NTING SPECIFICATIONS FOR DEP!Hl KEEP MULCH 3" AWAY FORM BASE OF TREES 5 GAL. MD SMALLER, 6' AWAY FROM BASE OF TREES 15 GAL MD lARGER [I) FERTILIZER TABLETS PER SPECIFICATIONS (I] WATER.BASIN (6" HEIGHT) [II RNISH GRADE [[] AMENDED BACKRU III PLACE ROOTBA!.l ON NATIVE SUBGRAOE [TI LODGE POLE STAXE !SEE PL\NTING SPECIFICATIONS). PLACE AT OUTSIDHOGEOF ROOTBALL TOP OF STAXE SH/J.l NO! EXTEND INTO CROWN OF TREE [[I BLACK PLASTIC CINCH-TIES WITH NE TWIST NAIL TO STAKES VI/GALVINIZEO ROOFING NAIL WRAP LOOSELY TO TREE Ii] ROOTBALL !SEE PL\NS FOR CONTAINER SIZE} [jy] KEEP CROWN!' -1" ABOVE FINISH GRADE (ill 1110TH EQUALS TV/ICE THE CONTAINER DIAMEFER 11 Jl!_§111J]I1._="m 9tr01•f : _Ill _ = 1= W;/%lfft/?$,ifW' II 1111=1 ----~-1111 ffij 1111 •JI%'" 11 1111§ 111 ·" 'lii1 1111§11- 11 illl 11 !I • IMAGINARY LINE BETVIEEN STAXESAND TREE SHAL BE PARALLEL TO PREVAILING WIND OIRECTION TREE STAKING ® -------D ~ ~-------------------------------J--------------------------------+--------------------------------+---------------------------------1 w i:= ~ < , NOT ASSIGNED fc\i -------~ NOT ASSIGNED 0 -------F 6 NOTES, IT] ROOT BALL. SEE PINHOR CONTAINER SIZE [I) AIAENDED BACKFIU MIX AS REQUIRED [I) ROOT BARRIER \'/Jl]RAVEL BACKFILL.SEE PINITING SPECIFICATIONS. ROOT BARRIER SHALL BE LOCATED PARAU£L TO All PAVING SURFACES [I) r/ATER BASIN IIJ MULCH IF REQUIRED, SEE PLANTING SPECIFICATIDrlS [I) RNISH GRADE [II CURB OR PAVING [[I f~DTH EQUALS 1\~CE THE CONTAINER OIAIAEFER [lJ PLACE ROOTB/J.l ON NATIVE GRACE [jy] FERTILIZER TABS, SEE PlMTING INSTRUCTIOllS [ill 1-::EIIDED BACKFIU MIX ROOT BARRIER ® -------G 3' -0" JTYP.) q--···---·-·-9·--·--·----9------------Q-----------~ \ J\ I\ I\ I\ \ 1\ I\ I\ I\ \ /\ I\ I\ I\ \ t\ I\ I\ f \ \I\ 1 \I\ I\ \I\ I\ I\ I\ \ I \ I o-0 1 \ 1 \ \ I \ I z, I \ I \ ,, ,, ,, ,, \ ,, ,, ,, ,, ' ,, ,, ,, ,, \ ,, ', ,, ,, \ l]}-----c()----···-----b-·----------o----·------·b·-·······---o IT] GROUNOCOVER PINI!· TYPICAL [I) PlMTIIIG AREA GROUNDCOVER SPACING ® ----------,H ::-------------------------------+--------------------------------+--------------------------------+----------------------------------ii 0 0 NOT ASSIGNED CD -~------I NOT ASSIGNED CD -------J --~-__ N_O_T_A_S_S I_G_N _E 0----~® SECTION NOTES [j] CONCRETE MOW STRIP (SEE FINISH SCIEDULEl [I) II" RADII ITTPICAL) (I] SHRUB AREA FINISH GRADE [I] l.Al'IN AREA FINISH GRADE C!TY OF NE'v'l/PORT BEACH T'HIS Pl.AM IS SIGNED BY THE arr Of' N!WPORT BC.".(,,'H FOR CONCEPr /WO ADHERG-ICE TO CITY STANDARDS IWD RtOU!RDl£NTS ONLY. 1H£. CITY IS NOT RESPON- S18L£ FOR DESIGN ASSUMP110NS ANO ACCURACY. APPROVED , -u•o DATE 611 CONCRETE MOW CURB ~ --------\.0 < -z Q ~ ~z~-O <- -...:I ~ Q < ~u o~ .. ~~~ ~u o~< ~ QD,.:I i:o~ ~ ~E-< Z <~ -o 0 PLAN DATE p... ~ ~ z ~ i'.:: w Cl CJ z !z ::i (l_ w (l_ <( 0 en 0 z ::i 0 '<> '<> N °' < z 0: 0 "' ..., < :: :; "' .... < z:: i:;o. 0 •• o"' u .,,z -"'0 ~ f-, :i: --0.. U ;:, "' Ul ,.J < :~ ~ 0 > ..., "' 0: ;:, :i: f-, 0: <10-"'SET"'-- REVISIONS PROJECT SCALE DESIGN DRAWN SHEET OF 96.027 NO SCALE BA BA LP-3 -z ~ II 0 II UJ OJ 2 ::J z (.!) f 0 'li z :S 1. 2. 3. r'KP· Ph:.\, AND• SAT!':.,~ A. THE CON 'il·' J- THE PLANS. :i,?ECIFICATIO~JS ·"TErnAL SMALLER THAN 1 GAL {SOD, HYDROSEED, ANNUAt COLO:• • •.. .JlBS), TOOLS, . OTHER COSTS CONSIDERED AS NECESSARY TO COMPLITT PtANTING »: <S INOICATED ;y BURTON ASSOOA TES. THE INST ALLA Tl ON SHALL IIE COMPLETE IN Eh. ,:>,CT TO THE .: .. ·-· ,i :ICENSED OR CERTIFIED BY THE STATE OF CALIFORNIA, FOR THE TYPE OF I.~-'. SoOWN ON B. THE CONTRACIC., SML. .,CW All NECESSARY COMPENSATION AND LIAmlTYJNSURAN(I TO COVER HIS WORKERS AND INSTALLATION SO AS IC ,.CfER FULL PROTECTION TO THE OWNER FROM ANY POSSIBLE DAMAGE SUIT OR LIEN ON THE OWNER'S PROPERTY . C LOCAL, MUNIOPAL AND ,.ATE CODES, LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION Of TH5 WORK ARE HEREBY MADE A PART Of THESE PLANS ANO SPEOFICATIONS. D. TllE PLANTING DESIGN AS INDICATED ON THE PLANS IS DIAGRAMMATIC SCALED DIMENSIONS ARE APPRO~MATE. VERIFY All SITE DIMENSIONS PRJOR TO PROOIDING Wllll THE WORK. E. DO NOT PRO<IED WlTH ANY WORK SHOULD THERE llE ANY UNKNOWN OBSTRUCTIONS, GRADE DlffERENIB OR DISOREPANOES FOUND ON THE SITE OR ANY DISOREPANOES WlTHIN THE PLANS. IMMEDIATELY llrnNG DISOREPANOES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. If NOTIFICATION IS NOT PERFORMED THE CONTRACTOR SHALL ASSUME FULL RESPONSlmlTY FOR NEIBSARY REVISIONS. F. THE CONTRACTOR SHALL NOTE All rnSTING FINISH GRADES P~OR TO COMMENONG WORK RESTORE FINISH GRADES CHANGED DUruNG THE COURSE Of THE WORK TO ORIGINAL CONTOURS OR INTENDED CONTOURS WHERE PRACTICAL. G. TllE INSTRUCTIONS TO rnDDERS, FROM BURTON ASSOOATES, SHALL llE COMPLETED ANO RETURNED TO THE OWNER0S REPRESENTATIVE WlTH THE BIO BY THE CONTRACTOR AND SHALL llE A PART OF THESE PLANS. CONTRACTOR SHALL NOTIFY LANDSCAPE AROHlTECT OF ABSENCE OF INSTRUCTION TO BIDDERS. H. UPON AWARD Of THE CONTRACT, THE CONTRACTOR SHALL IMMEDIATELY LOCATE, ORDER AND PURCHASE, OR HAVE HELD, All SPEOFIED PLANT MATEruAL EXQUDING PRE-SELECTED PLANT MATEmAL. All PLANT MATERIAL 1 GALLON AND LARGER HAS llEEN PURDHASED BY THE OWNER AND IS AVAILAllE FROM O.l. CUNNINGHAM (714) 646-7191. I. THE SITE SHALL 11E IIEPl QEAN AND FREE Of EXCESS EQUIPMENT, MATEruALS, AND RUBBISH INODENTAL TO THE WORK DUruNG THE CONSTRUCTION AND MAINTENANCE PEruOD. J. THE OWNER'S REPRESENTATIVE SHALL HAVE THE RIGHT TO MAIIE MINOR CHANGES IN THE PLANTING DESIGN AND INSTALLATION AT NO ADDITIONAL OlARGE. K PruORTO EXCAVATION FOR PLANTING, OR PLAONG Of STAKES; LOCATE UTILITIES, ELE~C CABLES, CONDUITS, SPRNKLER LINES, HEADS. VALVES, AND VALVE CONTROL WlRES, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. IN THE EVENT Of A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT TO ARRANGE FOR RELOCATION Of ONE OR THE OTHER FAILURE TO FOLL OW THIS PROCEDURE PLACES THE RESPDNSlrnLITY ON THE CONTRACTOR FOR MA~NG REPAIRS AT HIS EXPENSE FOR DAMAGES RESULTING FROM WORK HEREUNDER L. NOTIFY LANDSCAPE ARDHITECT IN wruTJNG Of SOIL OR DRAINAGE CONDITIONS ENCOUNTERED DUruNG PLANTING OPERATIONS WHICH ARE DErnMENTAL TO GROWTH Of PLANT MATEruAL. SUBr,111TALS: A, SOILS AllALYSIS: 1. AGruCULTURAL SUITArnLITYTESTREPORT FOR ON SITE SOIL AND ON SITE TOPSOIL. a. THE CONTRACTOR SHALL SUBMIT A REPORT TOTllE OWNER'S REPRESENTATIVE PruOR TO ORDEruNG SOIL AMENDMENTS OR PLANT MATEruALS. b. T AIIE (4) SAMPLES Of SITE SOIL AT A DEPlH Of 6' TO 12', WJTHIN PROPOSED PLANTING AREAS, AFTER COMPLETION Of GRADING ANO PROR TO WEED CONTROL ANO sm PREPARATION. c SAMPLE FROM EACH Of THE FOLLOWJNG AREAS: a. PLANTING AREA FROM LOT 41 Of PROVIDENCE. b. PLANTING AREA FROM LOT 6 OF STONIBIIOOK. c PLANTING AREA FROM LOT JO Of SUMMERHOUSE. d PLANTING AREA FROM LOT 36 OF BALBOA. SUBMIT SAMPLES TO 'SOIL AND PLANT LABORATORY, 1594 NORTH MAIN STREET, ORANGE, CA, 92W, FOR SOIL EVALUATION. REQUEST TESTING FOil AG~CULTURAL FERTILITY AND SUITARLITY (TEST NO. A-OS) WlTH wruTTEN RECOMMENDATIONS FOR SOILS AMENDMENT, HYDROSPRAY, SOD LAWN, SEED LAWN, AOD LOVING PLANTS, AND POST-MAINTENANCE FERTILIZATION PROGRAMS. SUBMIT COPIES Of THE REPORT TO THE LANDSCAPE ARCHITECT ANO OWNER'S REPRESENTATIVE. SOILS REPORT RECOMMENDATIONS SHALL TAIIE PRECEDENCE OVER THE AMENDMENT AND FERTILIZER RATES SPECIFIED IN THESE PLANS. .• TOPSOIL: : CONTRACTOR SHALL HAVE OBTAINED RESULTS FROM SOIL JESTING TO DETERMINE IF SOIL IS TO IIE .•.,PORTED, OR IF ON SITE SOIL Wlll BE AMENDED. fURNISh THE SOURCE OF IMPORTED TOPSOIL TO THE OWNrns REPRESENTATIVE FOR APPROVAL. SUBMl"i -!~S1 RESULTS ANO So-!EDULE OF RECOMMENDED SOIL AMENDMENT ADJUSTMENTS TO OWNFR', :1.tPRESENTATIVE FOR APPROVAL. PLAtlT MATERIALS: ALL PLANT MAT •. 1 GAL AND I ARGER IEXQUDES SOD, HYDROSEED, ANNUAL COLOR AND BULBS) HAS BEEN PURCHASED BY <.1JNNINGHAM OWNER AND IS AVAILABLE FROM D. L. CUNNINGHAM (714) 646-7191 ATTN: ROB C, f/RITTEfl 6UARAN1lE D. 3 All TREES ~HAL. :JARANTEED, IN wruTING, TO LIVE IN A HEAL THY CONDITION FOR 1 YEAR FOLLOWJNG THE DATE OF COM" ·•N OF THE SPECIFIED MAINTENANCE PEruOD. THIS DATE SHALL BE DETERMINED BY THE OWNrns REPRf ;T1vE ATTHE TIME OF THE FINAL MAINTENANCE WALKfHROUGH. REPLAG DEA. NOTIFICATION i TREES SHALL ,. GUARANTEED :' All SHRUBS P(RJOD. ·.MAGED, OR UNHEALTllY TREES, PER THE ORIGINAL DETAILS IMMEDIATELY UPON 'OWNER'S REPRESENTATIVE. {THIS Wlll IIE AT NO COST TO THE OWNER) REPLACEMENT HIE SAME SPEOFICATIONS AS THE GruGINAL TREES. REPLACEMENT TREES SHALL IIE YEAR FOLLOWJNG THEIR INSTALLATION AS DETERMINED BYTHE OWNrns REPRESENTATIVE. AND GROUNDCOVER SHALL IIE GUARANTEED FOR THE LENGTH Of THE MAINTENANCE SfATEl,IEflTS Of(· THE CONTRACTOR se ilATIOrl: ; TO THE OWNms REPRESENTATIVE, THE FOLLO~ING ITEMS: 1. 2. l. SUBMIT, A·. CERTlrnNc SUBMIT:-, • OF DELIVERY, INVOl<I STATEMENTS FOR ORGANIC AMENDMENTS AND FERTILIZERS 1 THE SITE AND QUANTITIES BY BULK AND/OR WEIGHT. ,TEMENTS OF CONFIRMATION RECORDING COMPLIANCE OF ORGANIC AM',,OMENTS AND FfRTI! 1-· -~ SPEOFICATlONS. SUB.V. 0 d SUB ·OR THE FOLLOWING ITEMS UPON DELIVERY TO THE JOB SITE: :OMMEROAL FERTILIZER AND ORGANIC FERTIUZER. )OIL AMENDMEITTS. ttD • -ER SOIL ADDITIVES PER AGRONOMIC SOILS TEST REPORT. TE OF HYDROSEEDING. iE OF DELIVERY OF CONTAINER OR IIULK MATERIALS. \TE OF QUANTITY AND QUALITY OF PLANT MATEffiALS. ~II QUALITY OBTAINABLE WlilG: COMPLYWJTH THE PLANS. "OFIED MATrnALS SHALL IIE MADE WITHOUT wrunrn APPROVAL OF THE OWNER°S B. C. D. E. f. 6, II. 11.lPORT SOIL: THE CONTRAC .: SHALL HAVE OllTAINED RESULTS FROM SOIL TESTING TO DETERM"" .0. S TO IIE IMPORTED OR: ;:; SITE SOIL Wlll BE AMENDED. 1. IMPORT SOIL ShAcl BE NATURAL FERTIL~ FrnABLE SOIL FREE OF ROOTS, UODS AND STOK. • ,,, T~AT 1' IN DIAMETER WEEDS, STICKS, BRUSH, OTHER LIITTR AND INFESTATION OF UNDESIRABLE l,,s,c:s, AND PLANT PATHOGENS. SU PLUS QAY CONTENT OF SOIL SHALL NOT EXCEED 1S% BY WEIGHT WlTH A MINIMUM 9S% PASSING THROUGH A 2.0 MILLIMETER SIEVE. l SALINITY: THE SATURATION EXTRACT CONDUCTIVITY SHALL NOT EXCEED 3.S MILIMHOS/{M AT 1s·c 3. BORON: THE CONCENTRATION INTHE SATURATION EXTRACT SHALL NOTEXCEED l.OPPM. 4. SODIUM: THE SODIUM ABSORPTION RATIO (SAR) AS CALCULATED FROM ANALYSIS OF SATURATION EXTRACT SHALL NOT EXCElD 4.0 PPM. 5. SAMPCES Of THE IMPORT SOIL SHALL IIE SUBMITTED TO THE 'SOIL AND PLANT LABORATORr FOR ANALYSIS, INTERPRETATION, ANO RECOMMENDATIONS. CONTRACTOR SHALL SUBMIT A SOILS REPORT FROM THE SPEOFIED LAB TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO SOIL USE ON SITE. \1EED COtlTROL: 1. PRE-PLANTING HERIJODE: ROUNDUP OR EQUAL. 2. PRE-EMERGENT WEED CONTROL: RONSTAR-G, TREFLAN, EPTAM, VEGITTX, OR EQUAL. OR6AIIIC Ar.JEtl DIAEIITS: DERIVED FROM WOOD OR BAR~ GRANULAR IN NATURE, STArnLIZED WlTH NITROGEN, FORTIFIED WlTH MINERALS AND HAVING THE FOLLOWlNG PROPERTIES: 1. PARTICLE SIZE: a. MINIMUM 95% PASSING A 4 MESH SOREEN. b. MINIMuM 80% PASSING AN 8 MESH SCREEN. l. NITROGEN CONTENT: (All VALUES BASED ON DRY WEIGHT) 0.5% FOR REDWOOD SAWDUST, 0.7% FOil FIR SAWDUST, Ul¾ FOR CEDAR SAWDUST, UIIHOR FIROR~NE BARK PINE SAWDUST IS NOT ACCEPTABLE. 3. SALINITY: CONDUCTIVITY 3.5 MILLIMHOS/<M AT 2s·c OR LESS AS DETERMINED IN SATURATION EXTRACT CONOUCTIVITY. 4. ORGANIC CONTENT; MINIMUM 90% BYWEIGIIT. FERTILIZERS AtlD 1,1 I tlERALS: 1. PROVIDE COMMERGAL FERTILIZER UNIFORM IN COMPOSITION, FREE-FLOWJNG, SUITABLE FOR APPLICATION WJTH APPROVED EQUIPMENT, DELIVERED TO THE SITE IN UN-OPENED CONTAINERS, EAGi FULLY LABELLED ACCORDING TO APPLICABLE FERTILIZER LAWS, ANO BEAruNG THE NAME OR MARK OF THE MANUFACTURER COMMERCIAL FERTILIZER a. b. C d. SOIL PRiPARATION HYDROSPRAY WEff. --ONTROL SOD LAWN e. SEED LAWN f. MAINTENANCE: * • • • * * FERTILIZER TYPE SHALL BE BASEO ON RECOMMENDATION GIVEN IN THE SOILS ANALYSIS BY 'SOIL ANO PLANT LABORATORl'. 2. SOIL SULFUR FIRST QUALITY COMMEROAL GRADE. 9S%MINIMUM ELEMENTAL SULFUR. 3. TRI-CIRON SUCRATE WlTH MICROS: FIRST QUALITYCOMMEROAL GRADE 1<116 MINIMUM F~ AS METALLICWlTH MICRO NUTmENTS {CA; M6; S; ANO MN) 4. AGruCULTURAL GYPSUM ICALOUM SULFATl CA S04 2HO); FIRST QUALITY COMMEROAL GRADE, 23% CA. S. CAL OUM CARBONATE LIME, FIRSTOUALITY COMMEROAL LIME. 6. PLANTING TABLETS: a. GROUNDCOVER 5 GRAMS WlTH A MINIMUM GRADEl0-10-5. b. SHRUBS AND TREES: 21 GRAMS WlTH A MINIMUM GRADE 20-10-S. PLAUT r,1ATERIAL: 1. QUALITY: HEALTHY, VIGOROUS, NORMAL HAm; FREE OF WEEDS, INSECT INFESTATION, PLANT DISEASE, SUN SCALDS, BROKEN FOLIAGE, ABRASIONS Of THE BAR~ AND OTHER DISFIGUREMENTS. QUALITY IN ACCORDANCI WJTH THESE PLANS AND SPEOFICA TIONS SHALL BE DETERMINEO BY THE OWNER'S REPRESENTATIVE. 2. SIZE: THAT NORMALLY EXPECTED FOR COMMEROALLY AVAILABLE NURSERY STOCK FOR SPEOESNAruETIES SPEOFIEO IN THESE PLANS. THE ROOT SYSTEM SHALL Fill THE CONTAINER IIUT NOT IIE ROOT BOUND. SIZE IN ACCORDANCE WlTH THESE SPEOFICATIONS SHALL BE DETERMINED BY THE OWNERS REPRESENTATIVE. 3. REJECTION OR SUBSTITI/TION, REMOVE REJECTED PLANT MATEruAL FROM THE SITE IMM£DIATEL Y ANO REPLACI AT NO ADDITIONAL COST TO THE OWNER SUBSTITUTIONS SHALL NOT llE PERMITTED UNLESS EXPRESSED CONSENT IS RECEIVED FROM THE DWNms REPRESENTATIVE. 4. PROTECTION: HANfJLE AND STORE PLANT MATEruALS TO PROTECT FROM SUN, WJND, ANO OTHER INJUruES OR DAMAGE. INJURY OR DAMAGE SHALL IIE CAUSEFOR REJECTION EVEN AFTER INITIAL REVIEW. S. QUANTITIES: ORQES, OOTS, OR OTHER PLANT SYMBOLS USED WlTHIN THE PLANS ARE THE AUTHO@TY TO PlANT COUNTS ANO SHALL DETERMINE QUANTITIES PROVIDED. QUANTITIES SHOWN ON THESE DRAWINGS ARE APPRO~MATE ANO ARE ONLY FOR THE CONVENIENCI OF TliE CONTRACTOR. PLANT SYMBOLS AND/OR 'ON CENTER" SPAONG TAKE PRECEDENCE OVER PLANT QUANTITIES SPEOFIEO. CONTRACTOR SHALL INFORM OWNER IMMEDIATELY OF ANY DISCREPANGES IJETWEEN QUANTITIES AND SYMBOLS SHOWN. r.1ULOI: 1. MULCH: MULCH SHALi BE 3/4' SIZE NITROGENIZEO SHREDDED MULCH. ACCESSORIES: 1. TREE TIES: COMMt<(IALL Y MANUFACTURED TIES FROM Bl.ACK TIRE CASINGS, CUT TO A MINIMUM 10' LENGTH AND HELD IN PLA(i BY 12 GAUGE GALVANIZEO WJRE OR SPLIT PLASTIC HOSE WlTH A MINIMUM LENGTH Of lS'. SPLIT PLASTICll(hl ,HALL IIE "ONCH TIE" OR APPROVlD EQUAL. 2. TREE STAKES: ,1 lDNG, STRAIGHT GRAINED LOOGE POLE PINE, FREE Of KNOTS, OlECKS, SPLITS ANO DISFIGUREMENTS TREATED WITH COPPER NAPTHENATE. 3. GUY WIRES: 12GAUGE GAlVANIZEDWIRE; NOTTO BE SPLICED. 4. GUYWJRE HOSE. J/8'° OR 5/16" X .062"WT POLYETHYLENE TUrnNG BY WARD MFG., (714) 631-SOSS. 5. ROOT BARruER COPOLYMER POLYPROPYLENE, INJECTION MOLDED, .080 THIOKNESS ROOT BARRIER AS MANUFACTURED BY DEEP ROOT COFl'ORATION, (800) 458-7668. USE MODEL NO. UB 24-Z ADJACENT TO CURBS ANO PAVED SURFACES. USE MODEL NO. UB 36-Z OR UB 48-Z ADJACENT TO RETAINING WALLS OR BUILDING FOOTINGS. SEEPLANS ANO DETAILS FOR LOCATIONS. 5. HlSTALLATIOil: A, o. PERCOLATIOH TESTIIIG: 1. UPON COMPLETION OF THE ROUGH GRADING OF THE SITE, THE OWNER'S REPRESENTATIVE SHALL IDENTIFY A TYPICAL LOCATION FOR 1 OF TIIE LARGEST SPECIMEN BOX TREES. THE CONTRACTOR SHALL EXCAVATE THE PIT FOR THE TREE PER THE PROJECT SP[(IFICATIONS AND DETAILS . 2 WJTH lHE OWNER PRESENT, THF CONTRACTOR SHALL Fill THE PIT WITH WATER TO A DEPTH OF 12". IF POSSIBLE. THE LENGTH OF TIME REQUIRED FOR THE WATER TO PERCOLATE INTO THE SOIL. LEAVING THE PIT EMPTY, Will BE MEASUl<ED BY THE CONTRACTOR AND VERIFIED BYlHE OWNER'S REPRESENTATIVE. 3. WJTHIN 6 HOURS OF THE TIME THE WATER HAS DRAINED FROM THE PIT THE CONTRACTOI\ WlTH TIIE OWNER PRESENT, Sf-lALl AGAIN Fill THE PIT WITH WATER TO A DEPTH OF 12". lF WATER DOES NOT COMPLETELY PERCOLATE INTO THE SOIL WITHIN 9 HOURS A DETERMINATION Will BE MADE BY THE OWNER AS TO WHETHER OR NOT A DRAINAGE SYSTEM TO EAGi TREE WILL BE REQUIRED. WEED conmoL: 1. MANUALLY REMOVE ALL rnSTING WEEDS AND GRASSES AND REMOVE FROM SITE. C. D. E. F, G, H. 2. 3. 4. s . 6. APPLY 2f!J LBS/AORE COMMEROAL FERTILIZER TO All PLANTING AREAS. IRRIGATE 4 TIMES PER DAY DUruNG THE SUMMER SEASON AND 2 TIMES PER DAY uruNG OTHER SEASONS FOR 3 WEEKS TO GERMINATE SEEDS. DISCONTINUE IRRIGATION FOR 2 DAYS AND APPLY A NON-SELECTIVE CONTACT HERRICIDE, PER MANUFACTURms DIRECTION, TO ERADICATE GERMINATED WEEDS AND GRASSES. ALLOW HERIJODE TO ~LL WEEOS AND GRASSES MANUALLY REMOVE WEEDS AND GRASSES FROM SITE. MINIMIZE SOIL DISTURBANCE ON SLOPED AREAS Of THE SITE. IF WEEDS AND GRASSES STILL rnsT, IRRIGATE 4 Oil 2 TIMES PER DAY, AS ABOVE, FOR 2 WEEKS OR UNTIL NEW GROWTH APPEARS. REAPPLY HERl'lODE PER MANUFACTURER'S DIRECTION. ALLOW HERBICIDE TO ~LL WEEDS AND GRASSES. MANUALLY REMOVE WEEDS AND GRASSES FROM TllE SITE. NO PRE-EMERGENT HERIJODE SHAll llE USED IN LANOSCAPE AREAS TO BE SEEDED. CONTRACTOR SHALL OBTAIN APPROVAL BY THE OWNER TO APPLY ANY HERl'lOD~ INSECTIOOE, fUNGIODE, OR OTHER CHEMICALS TO BE USEO ON SITE. CONTRACTOR SHALL A~DE BY All APPLICABLE GOVERNMENTAL STANDARDS REGULATING THE APPLICATION OF ANY OlEMICALS, AND SHALL FOLLOW ALL MANUFACTURE~S RECOMMENDATIONS. All WORIIERS APPL ~NG SUCH CHEMICALS SHALL 11E LICENSED If REQUIRED BY LAW. DELIVEIIY AUD STORAGE: 1. CONTRACTOR SHALL DELIVER SOIL AMENDMENTS TO THE SITE IN THE GruGINAL UN-OPENED CONTAINERS, llEAruNG THE MANUFACTURERS GUARANTEED CHEMICAL ANALYSIS, NAME, TRADE NAME OR TRAOEMAruK AND STATEMENT INDICATING CONFORMANCE TO STATE AND FEDERAL LAW. IN LIEU Of CONTAINERS, SOIL AMENDMENTS MAY IIE FURNISHED IN IIULK A CERTIFICATE INDICATING THE ABOVE INFORMATION SHALL ACCOMPANY EACH DELIVERY. l. CONTRACTOR SHALL ARRANGE FOROWNms REPRESENTATIVE TO CERTIFY All UII-OPENED FERTILIZER PAOOGES ON SITE. FERTILIZER PAOOGES SHALL NOT llE REMOVED FROM SITE UNTIL AFTER INCORPORATION INTO SOIL AS PER SPEOFICATIONS, AND ONLY Wl!EN DIRECTED BY OWNER'S REPRESENTATIVE. 3. CONTRACTOR SHALL STORE AND PROTECT PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL ATTHE SITE. SOIL PREPARATIOtl: THE CONTRACTOR SHALL HAVE Ol!TAINED RESULTS FROM SOIL TESTING TO Offill',\INE If SOIL IS TO llE IMPORTED OR IF ON SITE SOIL Wlll IIE AMENDED. FINISH GRADING, MOUNDING, SOILS TESTING ANO WEED CONTROL SHALL BE COMPLETED PIIIORTOSCll PREPARATION. 1. AMENDING ON SITE SOIL a. CROSS-ruP ON GRADE PLANTING AREAS TOA DEPTH OF 10'-12' IN 2 DIRECTIONS. b. APPLY PER 1,000 SQ. FT. Of PLANTING AREA {EXQUDING SLOPES GREATER THAN 21). THESE RATES MAY IIE ADJUSTED BY THE SOILS REPORT ANO ARE FOR rnODING PURPOSES DNL Y: rn-CHUMATE SO LBS ORGANIC AMENDMENT 2 CU. YDS. COMMEROAL FERTILIZER SOIL SULFUR AGruCULTURAL GYPSUM 20LBS. lS LBS. :ZS.SO LBS. BROADCAST THE ORGANIC SOIL AMENDMENTS UNIFORMLY OVER SURFACE Of THE AREA TO IIE TREATED. INCORPORATE INTO THE SITE SOIL BY CULTIVATION, SPADING, OR ROTO-TILLING, TO A DEPTH OF 6" AND FINE GRADE TO SPEOFIED DEPTH BELOW ADJACENT PAVING AND CURBS. REMOVE FROM ALL PLANTING AREAS, ROCKS AND OEBIIS LARGER THAN 1' AND REMOVE FROM THE SITE. UEAN MINERAL AND AMENDMENT STAINS FROM PAVING. d MOISTURE CONTENT: THE SOIL SHALL NOT 11E WORKED WHEN THE MOISTURE CONTENT IS SO GREAT THAT EXCES~VE COMPACTION Wlll OCCU~ AND NOT WHEN IT IS SO DRY THAT DUST Wlll FORM IN THE AIR WATER SHALL BE APPLIED, IF NECESSARY, TO PROVIDE IDEAL MOISTURE CONOITIONS. 3. BA(l(fJLL MIX: a. STANDARD BA(l(flll MIX: USE IMPORT TOPSOIL, STOCKPILE TOPSOIL, OR ON SITE SOIL BASED ON THE SOILS REPORT. TH5 MIXIS FOR ~DOING ONLY. BLEND PERCUrnCYARD: TOPSOJLnMPORT SOIL ORGANIC AMENDMENT m-CHUMATE 8 PARTS BY VOLUME 2 PARTS BY VOLUME 4 lllS PER CU~C YARD OF MIX FIU I SIi GRADIU G: 1. PruORTOTHE COMMENCEMENT OF PLANTING OPERATIONS, COMPLETE FINISH GRADING AS SPEOFIED. Z. WHEN PRELIMINARY GRADING, INQUDING WEEDING AND FERTILIVNG HAS IIEEN COMPLETED, AND THE SDIL HAS oruED SUFFIOENTLY TO BE READILY WORIIEO, PLANTING AREAS SHALL IIE GRADED TO UNIFORM LEVELS OR SLOPES AT A MINIMUM OF 2%. MINOR ADJUSTMENTS TO FINISH GRADES SHALL IIE MAOE IN THE DIRECTION Of THE FLOW. LOW SPOTS AND POCKETS SHAll llE GRADED TO DRAIN PROPERLY. GRADING SHALL BE DONE WHEN SOIL IS AT OPTIMUM MCISTURE CONTENT FOR WORlilNG. ROCJ(AND DEBrnS MORE THAN 1' IN DIAMETER SHALL 11E REMOVED FROM THE SITE. PIAtlTlflG 1. TREES, SHRUBS AND VINES: a. THE OWNER'S REPRESENTATIVE SHALL APPROVE THE PLACIMENT OF All PLANT MATERIAL BEFORE PLANTING PITS ARE EXCAVATED: THE CONTRACTOR SHALL LAYOUT PLANT LOCATIONS FOR SHRUBS AND VINES, OR PLACE SPEOFIED QUANTITIES OF PLANTS IN CONTAINERS AT LOCATIONS SHOWN ON PLANS. CONTRACTOR SHALL LOCATE TREES 24" BOX ANO SMALLER WJTH MARIIER ST AIIES. CONTRACTOR SHALL LOCATE TREES 30' AND LARGER WJTH MARKER STAKES, AND FLAG THE NORTH SIDE Of EACH TREE. CONTRACTOR SHALL HAVE All PLANT MATEruAL LOCATED PRIOR TO THE SITE VISIT BY THE OWNER'S REPRESENT A JIVE. b. PLANT MATEruALS AS SOON AS SITE 5 AVAILABLE AND WEATHER CONDITIONS ARE SUITABLE FOR PERFORMANCE AND THE SEQUENCE OF THE SPEOFICATIONS. DO NOT PLANT IF THE SDIL IS EXCESSIVELY WET. c EXCAVATE PLANT PITS 2 TIMES WlDER THAN THE PLANT CONTAINER EOGES SHALL BE 6' OR MORE AWAY FROM CURBS ANO PAVING. d SET PLANTS IN CENTER OF ms, IN VERTICAL POSITION so THAT CROWN OF PLANT IS 1" ABOVE ADJACENT FINISH GRADE. BA(l(flll PLANT m WlTH 8A(l(flll MIX TO 1/2 THE HEIGHT OF THE ROOT BALL ANO WATER e. PLANTING TABLETS: PLACE PER THE fOLLOWlNG SCHEDULE: • 1 GAL. • S GAL. • 1S GAL., 24" BOX • 30"80~ 36" BOX z 4 5 21 GRAM TABLET 21 GRAM TABLETS 21 GRAM TABLETS 21 GRAM TABLETS f. CONTINUE BACKFILLING AND FORM SHALLOW BA~N AROUND EACH EDGE Of ROOT BALL BY DEPRESSING SOIL SLIGHTLY BELOW FINISH GRADE. FORM BASIN ruMS, IIEmNG ~M WITHIN OUTER EDGES OF ROOT BALL. WATER TO SATURATE ROOTS AND FINISH BA(l(fJLL AROUND ROOT BALL. g. FINE GRADE AREAS AROUND PLANTS TO SPEOFIEO FINISH GRADE AND DISPOSE OF EXCESS SOIL. h. PRUNE AND SHAPE All TREES, SHRUBS AND VINES, AS DIRECTED BY OWNER'S REPRESENT A JIVE. ' TREES SHALL BE PLANTED AT LEASTS' FROM ANY oruVEWAY, DRAINAGE FLOW LINE, UNDERGROUND UTILITIES SUCH AS SEWERS, WATERLINES, GAS LINES, SIDEWALKS. AND BUILDINGS, ETC j. TREES SHALL BE PLANTED AT LEAST 21' FROM ANY STREET INTERSECTIONS. PEDESTRIAN CROSSWALKS. OR STREET LIGHT STANDARDS. k. PLANTINGS SHALL NOT BE LOCATED SUCH THAT THEY WOULD CAUSE A LINE OF SITE PROBLEM FOR VEHICULAR TRAFFIC rAULClf: 1. SHRUB AND ANNUAL COLOR AREAS SHALL RECEIVE AZ' DEPTH OF 0MULCH. ACCESSORIES: 1. TREETIES, WHEN USED AT CONTRACTOJrS DISCRETION, INSTALL PLRDETAIL. 2. TREE STAIIES: WHEN USED ATCONTRACTffiS DISORETION, INSTALL PLR DETAIL. 3 4 s. GUYWJRES, WHEN USED AT CONTRACTOJrS DISORETION, INSTALL PER DETAIL. GUYWJRE HOSE: WHEN USED AT CONTRACTffiS DISCRETION, INSTALL PER DETAIL. ROOT BARruER INSTALL PER MANUFACTURE~S RECOMMENDATIONS. I. J. 1,IAIIITEIIAIICE: 1. MAINTAIN PROJEC CJ.1; ·ERIOD OF 90CALENDAR DAYS, FOLLOWJNG THE CORRECTION AND/0 f.PLETION OF PRE-MAINTENANCt NALKTHROUGH PUNG-I UST ITEMS ID[NTlflfD BY THE OWNER'S ,,:;fSENTATIVE MAltillNANG PERIOD SHALL NOT COMMENCE UNTIL EVIDENCE OF OWNER'S REPRESENTATIVE'S :ATJSFACTION IS RECEIVED IN wruTING. 2. MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO !,\OWING, TRIMMING, PRUNING, WATERING, FERTILIZATION, WEEO CONTROL, CULTIVATION, PEST CONTROL, LITTER REMOVAL, OPERATION/ ADJUSTMENT AND REPAIR Of THE IRRIGATION SYSTEM. 3. APPLY COMMEROAL FERTILIZER AT THE RATE RECOMMENDED BY 'SOIL AND PLANT LAS', AS REQUIRED TO ESTABLISH THRIVING PLANTS. 4. PROTECT NE¼lY PLANTED AREAS FROM FOOT TRAFFIC. VANDALISM, THEFT, BURROWING OR GRAZING ANIMALS, AND EROSION. REPAIR AND REPLANT DAMAGED AREA, REPLACE DEAD, DAMAGED, OR MISSING PlANTS. 5. COMPLETION OF MAINTENANCE PERIOD AND PLANT ESTABLISHMENT SHALL BE DETERi'-lltNm BY THE OWNER'S REPRESENTATIVE, IN V/ruTING, FOLLOWJNG A FINAL MAINTENANCE WALKTHROUGH. a.EAU-UP: 1. UPON COMPLETION OF WORK IN THIS SECTION, CONTRACTOR SHALL REMOVE ALL RUBBISH, TRASH, AND DEBRIS RESULTING FROM THE OPERATIONS; R£MOVE UNUSED EQUIPMENT AND IMPLEMENTS OF SERVICE; LEAVE ENTIRE AREA INVOLVED IN A NEAT AND ACCEPTABLE CONDITION SUG-1 AS TO MEET THE APPROVAL OF THE OWNER'S REPRESENTATIVE. ----C!TY OF NE\'IPORT BEACH THIS Pl.NI IS S/GN£D BY mE CfTY OF NSVPORT 8£.~/..'H FOR CONCEPT MD ADHERENCE ro CIT':' STANDARDS AMO RF:OUIR£M8'1S ONLY. m£. CITY IS NOT RESPON- SIBLE FOR OES/GN ASSIJMPTIONS ANO ACCURACY. APPROVED ,(' j ~ / ,/' -~, ,.,, --Asu~~ s.ro~ EHfNE[R DATE APPROVE ' / /J... lf-\o•OO ,/ UTI ,t-1-:GINEER DATE ~ 0 5 u::: 0 ill a._ en e:, z 1-z :::i Cl.. ill a._ <( 0 ~ z :5 PLAN DATE 17 JULY00 REVISIONS PROJECT SCALE DESIGN DRAWN BID SET 0 .., .., N "' < z "' 0 -., < u :r: "' :, :r: f-, "' < u < :;;; 96.027 NO SCALE BA BA LP-4 OF ., '" §3 ffi C 0 IT IT 0 £ 1 Ll q ' 0 J 0 I '-----'~ N ~"" a: t w-coq__ :::=:: :::J z ~ z ~ a: 0 \[1 I \;/-- '-r-i I'- I-fl I ~ a: w co :::=:: :::J z ~ z .h ' t "' ~ ~ ---.j ' r \ \, ., z IT 0 ~ 0 ., Ll w z " 5 s ~ ITT ' D . ffi m z , J g z 11 ' ro IT C 0 w C D IT " 0 0 w Ll " 0 J 0 I z 3 Q ---J ~ '"" u 4 -z '?, ., cs 0 " I . -- " - "' u ~ 4 -~ 4 u -Q z 4 J ~ ie ~ Q -"' -z Q u z e! -~ ~ -~ 0 ie ~ V, =- ·-' - ,_, ~ 4 - I sa:SHEETS I.C-2. / ll-l. LTN. w,,2 ~---~= ,. ,,, /,; .· '· I I / I I / / i I / / / 0 I / / / / // // / / / . / d ,. / / / I I I / / / / / _/ I / / / I I I I I / / I / / I / I / / / I ROOT BARRIER ITT!'.) PLANT LEGEND Trees Symbol 0 0 Size 36' Box 36" Box Qty. Botanical Name Uquidambar s. 'Rotundilcba' Pinus canariensis NOTES: Common Name American Sweet Gum Canary Island Pine SEE SHEET LP-3 FOR PIAITTING DETAILS Remarks Std. Std. Min. Ht., Width, & Cal. 8'x3'x3/4" 8'x3'x3/4" CITY OF NEIPJPORT BEACH THIS Pf.AN IS SIGNED BY THE QTY OF N8WOF?T 8£:.•.1,'H FOR CONCEPr IWD IWH[R[NC£ TO C1TY STANDARDS AND REOUtRD.tENrs ONt.Y. 1HE.. arr IS NOT RESPON- SJBI.E FOR Df:SIGN ASSUMP710NS ANtJ ACCURACY. APPROVED' OATE SEE SHEET LP-4 & LP-5 FOR PIAITTING SPECIFICATIONS EE 0 1 0 2 0 40 0 "' "' N "' «: -z "' 0 -< ... --..., z «: 0 u p::; :r: ~z~ en u ~ «: 0 "' 0 0 -<-~ ~: -....:I 0 f--< ' ~0-< "' 0 ::t ~ : ~u a~ .. >-;!: ::;: "' ~ ~~::r: -< z:::. ~u ~-0 o::.-< 0 .. 0 "' u "'z ~o~ -"'0 ~~ i::t-. f--< :r: µ:,;i ~ E-i --0. U ::, "' "'..., Z < p::; -< -"' -.o . f--< P,..o 0 p... > ~ ..., ., t:l,l "' z ::, :r: f--< "' < u < ::. ~ ... 0 ... z ::s a.. (9 z I-z ::s a.. '.U UJ a: I- UJ a.. <( (.) Cl) Cl z ::s PLJ\NDATE 17 JULY 00 _ _.0 .. I0'-"S,..ET.___ REVISIONS PROJECT 96.027 SCALE 1·=20'-0" DESIGN El,\ DRAWN BA SHEET LTP-2 OF 6/tz._ ~ ~ a: 0 a: w--o ~ (JJ.~ ::J z q) -.I V" (.!) .,. ~ z 0 5-.9 " <r ( ' a: 0 0 6 VJ 0: w O)' ~ ::J z (.!) ~ IT 0 IT IT 0 u 0 J 0 I z 5 Q rr < ro ~ □ ffi ro z " 0 0 z ~ ' w IT rr 0 w rr □ IT " D a w u 0 0 .. J C) ~ I z 5 Q " z IT 0 ~ => ~ u w z " > < g; " ' 0 C ~ ~ , 0 > ro " w 0 IT 8 " ~ rj z D 0 w " 8s IT IT w IT "' SEE SHEETS lC-1, ~1.lfP.1, LSP-1 KEY MAP N.T.S. IRRIGATION NOTES All IRRIGATION !iTSIIr.l CCX'.ll(Jr:OOS SIWl BE INSTIJ.l[D AS PER Loc,J. COOE. COITTRICTOllS SILlll. SECURE AU. NECESSARY PERUITS. CHECKNID VERIFY AU SITECOODITIO~S, UTILmES A.'lD SERVICES PR!OR m TRB.'OU:·.n. IF OUR!~'G co:ISTRUCTIOO IT IS fOlf,IO THATTfE SITE VARIES FRlr.1 THE DRl:i!JGS, llJTIFY THE 1.1,NO~ARCH!TECT BEFORE PROCEEDt'~ Wit TI1E f,~i« fi'HERE-TREES, UGITT Sfl.NDARDS. ETC. ARE t.108SIRUCTION TO SPRAYS, THEN PIPI~ 1,,'W S?Rll;)Q[R HE/ilS SHAl.1. BE ADJUSTED /.'~DIOR RELOCAITD AS ,ECESSIJlYTO 09WN fUllCOYERI..GE fll11iOIJT El<CESSIVE OVERTHRffi>. 00 NOi EXCErll SPN::~G AS PER .:;.,urlCllJRER RECO:!:.IDIDATIO~ PI.A"CS ARE D11,GRl.:.'::.!.\Tlc AND IIPROXl:!.\TL Ill. PIP!r.G SHAl.l BE tNSTAl.lfO lN PtJ..'ffiflG MEAS EXCEPT WHERE IT IS INFEAS!Blf. COITTRACTOR SHAl.l. A.USH All LW~UNES PRIOR TO INSTIJlAJIO~ Of VAL'f!S l:JD Al.l lJ.TIFJl LINES PRIOR TO INSTN..LATJ~ OF HEMS. SPRJ:':KLER HEADS Ni:[AVNIABLE llf VMYlr-lG DEGREES Of AACS. COmACTOR SI-W1 PROVIDE, .U EACH HEAD, TI-IEt.RC LXlST Sl.RTED ID PROVIDE I\DEQUATE COVERAGE MD PRMKT MRSPAAY ON l'IAI.XS, ROADS, BUILDINGS, EJC. \7HERE POSSIBII. N.1 PIPll:G, PVC ELICTRICAI.Sl.ID'tS, ETC., UNDER PA~~G SH/J.LBE mSTAllfll PR!JR TO l'/,\'1:ll r.n,~ 00 TEES, EWl OR OTHER TURNS IN PIP~ SlW1. BE LOCATED lillDER PAVIT.:G. COORDINATE IRRIGATION WRK r.'TTH PL/.."(H'Xi Pl/.'lS ID AVOID CONfUCTil'iG LOCATIOOS BETWlIN PIPl~lG l.'ID PU..'fl PITS. All OUICKCOUPURSAAE TO B£ LOCATED IN SHRUB AREASl',,'HENEVER POSSIBLE AND PIK.ED Sil (6) ll'ICHES FROrJ OUTSIDE HEADER. IF A llUICKCDUPI.ER IS Ul('J.TED IN A U:,'tt AREA IT MUST BE PU.CED IN A Stx (6) INCH ROUND PI.ASTIC VAi.YE BOX. N.1. HEADS, r.HEN UX:,.TED AD.IACOO TO CURBS, HEADERS, SIDO':ALKS, r.~LS. BUILDINGS ETC., AAE TO BE A L'IHl onwo (2) 1m;HES TO A WX. OF FOUR (4) l:'wCIB r.::AY ffiO'.ITHE STRUCTURES. IRRIGArnN OESIG:l ~ BA.IEO UPON A ""I.W OPERAll:G PRESSURE Of 65.B PSlmTHA~IA!XJOB.'IANDOf 40.0 GPUATTHEPOlrfi Of cotmECTIOM. AYN I.ABLE CITT STATIC\'/"1£R PRESSURE IS, H/A PSI_. \'i'ATIR COMPA.'ft': Pf-lOllE NU~BER l PRESSURE CALCULATION IVA NIA \'IATERl.lffiRI I Sil£: 1-112" H.G.L NIA El.EVATION l .433 =201'SI REf.'.OTE CO;mHJL V#,1.VE I UAXf'..';!J'J DEJ:J.,O GPU ElIVATID:4 r.mRLmR IOCXllO'.Y PREVENTER STIWfil:R GAT£VAI..VE L':..:11.r.:[ C0:fTROL VAL\o'E I t1•' I.ATERAI. LIME I' LATIRM. lll'lE 3/4" lATIRAL LC':£ 112' lAIEAAI. tr~ 10.: rrrn::G lDSS ElfY. Cli.'.-U: +/- PRESSURE Rlll'O. Q HUD TOTAL SYSTELI LOSSES STATIC PRESS AWJl/JllE RESIOUf.t.i..\TER PRESS +/- 1.'JN. PRESS REQ'D 0 POC = 70 PSI 11.'lTHESTV/J.l'E FRD:11:EID! A-I IJ.SGEST VAl\t A-I= l'J.72 GPU HIQIEST Y:.LVE A-5 = 35.75 GPU 35.75 211' IUA A-6 PS lDSSES 3J 9~ s.o 1.0 8.59 IJO 0.43 0.66 117 1.65 326 1.73 300 65.86 ! I I I -/ / / / //\ 1/ /4ROPOSED IRRIGATION SLEEVE BY LA/IDSCAPE WIJ.1.-SEE JAMBOREE BURTON ASSOCIATIS. ( I ,...----,...; IANOSCAPE corrrRACTOR. lANDSCAPE I I/ COITTRACTOR!OCOOROINATITRAfflC I I CONTilOL DURING INST/J.IATION. I • ' HYORD-SCAPE El:CLOSURE FDR IRRIGATION CONTROLLER AND ELEGIRIC PEDESTAL PLACED 8' 13'-6' CONCRITT PAD lli!ZE TO BE FIELD VERIFIED). PLACED BACK OF SIDE\'fALK OVER BRO'.'/ DITCH. TION COilTROLLER urm EXISTING EIICTRIC VAULT / I NOTE: BEFORE EXCAVATION, VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. DIG ALERT (UNDERGROUND SERVICE ALERT): 1-800-422-4133 (WILL LOCATE ELECTRICAL, WATER, SEWER, GAS.OIL, & COMMUNICATION/ CATV LINES) NOTE: CONTRACTOR TO REPAIR TURF WHERE NEVI IRRIGATION WIRES ARE BEING INSTALLED. NOTE: THE IRRIGATION CONTROLLER AND ELECTRIC METER WILL BE LOCATED BACK OF THE SIDEWALK ON THE EAST SIDE OF JAMBOREE ROAD. THE LOCATION WILL BE COORDINATED BY PACIFIC BAY HOMES AND THE CITY Of ~'EWPORT BEACH. NOTE: PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VAf.VE BOXES, BACKFLOW PREVENTORS, ETC. SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. GROUP VAf.VE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE IRRIGATION LEGEND 3 li,';'.'.ER J.'U"..:Bffi 1:'lDICAltSI.WlUFACTI.IRER AND LlODEL NUMBER OfTiiE IRRIGATION ttEAO HID ITS Prollli (S[E NUJ.1BER lEGUIO BElmYl 0 0 6_ OUTER SYJ..'!BOL INOICAT£S IFTHE IRRIGATION HEAD IS A SHRUB HOO ON R!SER, A BUBBlfi HEAil ON RISER OR All'ECIFlC HEIGHT POP-UP HEAil ~EE STl.'60l lfGENO BELl7m S\'l.'BOLOO. 1 2 3 ' SYU. DESCRPTION L:rG. TORO TORO TORO TORO f.'.OD[L NO. DESCRIPTION MC 570.Z-12P-CO'J-l'Cll-100 so• 510Z-12P-COLH'CD-1 OH 180' 570Z-11P-tO•-PC0-I0F 360• 570Z-12P-COU---f1CD.. IOT 33• DETAIL Q IUOICAIES 12' l'Ol'-UP HEAO l:l SHRUB AREAS Hn.J-3 -FOR TORO 5102 SERIES HEADS USE S7DZ-12P-C01;4-PCD PRESSURE REGUU.mJG CHECK-0-1.'-'.TIC POP-UPS WITH PRES&JRE COl.lf'ENSATING SCREENS (PCSJ SIZED PER LWUJflLTURER'S SPfClflCATIOICS FOR RADIUS REOOCTIOtt. SYUBOLMFG. A GRIS',','OLD EB 1mm BROS.IND. © RAlr.8!RD ~ NIBCO ® =m E'i:J iw:.=rR [£j . l!YOROSCN'E L:OOELNO. DESCR!PTIO;'t D','.,'V-PRS ELECTRIC REL:DTE CO:flROL VALVfl PRESSURE R[GUI.ATir.lG iYPE rnST/J.LEO I~ Y/J.VE BOX. BTIJ-V BLOCKED TRUE u:;m:-, 81.LL VALVE. U:JE Sil£, IN YALVE BOX. 33 OlRC OU:CII COUPlfll VAi.VE WI t 33 OK COUPlER KEY T-113 GAIT V/J.VE, t1::ES11E IN VAlVE eox fS.2001"3 2· n.ow SENSOR EV-t,8-SEN CABLE PVC CU.SS 200 POTABlf r:ATIR lATERAI. LINE. SEE SPECIFK'.ATIONS FOR DEPTH. PVC CU.SS 315 R'J 11f\'I IRRIGATIOti LWNUNEPIPE: SEE PYCSCH-40 SPECIFICATIONS FOR DEPTH. Cl-112' & Sl"'-lERI PVC SCHEDULE -40 POTABI.E r.ATER SLEEVE: Sff SPECIFICATIOO FOR DEPTil PVC SCHEDULE 40 EL£CTR!C WIRE SlfM: SEE SPECIFICATIONS FOR DEPTH. HS15-0XZ-4, DXRF, IRRIGATION COITTROllER EV-RADJO-f I EV-N«-F HSP-DX24~,'TJS.HSDX..Q3, STAlNI.ISS STIEL ENCLOSUR£ l&l-Rf,iiSEV-RIJllD-F, HSEY-1,,i,.f EXISTING IRRIGATION Lw.n.JNE P1PE PUL!BOX EXISTING ClECTRIC VAULT o:ismlG UASTER VAI..VE EXISTlh'& BACKFL0'.1 DEVICE EXISTING WAltR UETER REl:OTE comROL VALVE: INDICATES COrtTROLllR NiO STATION NUr.lBER INDICATES VALVE SIZE RAO 10' 10' 10' 10' GPM PSI 0.33 30 0.66 30 1J3 30 o.« 30 DETAIL l/U-3 NIA IVA NIA IUA rJl.1-3 rJl.1-3 IUA NIA IUA NIA moIcA1Es G.P.M. FOR THAT VALVE --,--C-!_T_Y_O_F_N_E_l:_•,JP-O_R_T_B_E_A_C_H_--,- NOTES: SEE SHEET Ll-3 FOR IRRIGATION DETAILS SEE SHEET Ll-4 & Ll-5 FOR IRRIGATION SPECIFICATIONS THIS PUN ,s SIGNEO BY me CITY OF NEWPORT BEA_CH FOR CONC£Pr NID ADHERENCE: TO CITY STIWDARDS N!O R£0UfR£N£NTS ONLY. JHE_ ctTY fS NOT ReiPON- SIBI.£ FOR DESIGN ASSUMPnONS AND ACCURACY. APPROVED 1, .. Jt:1 .. •o NGINE£R DATE APPROVED 11-c ... cc DATE LJ I rn 0 1 0 2 0 4 0 i j i < ...... z 0 P::: ~ 0 z P1-t O <-...... ,..;:i (Z Cl< ~u o~ -- ~~:r: ~u o~< . 0~ ~ l=O l=O ~ ~~ Z <~ 0 -.o ~ ~ p'.:j z z :s Cl.. z 0 ~ c:, a: a: w Cl.. c3 en 0 z :s 0 "' "' N "' < -z ~ 0 "" -.., .., "' ~ ;, :r: E- ~ 0 m ~ 0 ffi " 0 so rr cr 0 0 w ([ u cr 0 0 ~ 0 l I z .l 5 rr ' '5 l's) ~ ~ z rr 0 ~ ([ " " w u §1 I w z cr > < !!C m ' :::J ~ 0 z (J.,-ffi m 2 CD 2 0 s: Q 2 z ~ > -1?. w ~ rr " 0 w ~ " 0 rr " 0 0 w ([ ,9 u " 0 0 ~ I. 0 I, I z ....... 5 rr ~ ie 0 :'i ([ w ..,, §1 "'1) ()!-cr < m :::J<:\I -il " 0 " z \. w m 2 CD .,i 1_e z 0 0 z ~ > z 0 -V cr ~ .._ V 0 w " 0 <! O C rr cr 0 iil ([ --" 0 u cr 0 Of ~ 0 ~ I t-1 2 5 rr ~ z rr 0 ~ ([ " " w u OJ w 2 " '5 ~ < m ' :::J 0 rr z w m z , CD 0 0 z ~ e >. .--.1',t,IOOfEE iCAO I -" ·, . •'·· -~ • I __ /::; ---..:_ I ', --~ --1 , •• 1111:11iffii9 :, .. IRRIGATION NOTES All IRRIGATION SlSlUA COMPONENTS SHAU. BE l~SlAU.£0 M PER LOCJ.l CODE. CONTRACTORS SHAU SECURE .NJ. NECESSARY PER::ITS. CHECK t.'m VERIFY l.llSITE cooom~ IITILJnESA."lD S£RV1r.ES PRIOR TOTREHCKnG. If DURING CONSTIIIJCTION If IS FOUND THAT THE SITE VARIES FRo:A THE Dil..":l~GS. t:OTlfYTiiE UftDSCIJ'E /.RCHITECT BEFORE PROCEEDING rmH THE r,'ORK. \";HERE TREES,UGITT ST NIDAROS, ETC.ME t..'t OBSTRUCTIOO TO SPRAYS, THElf PIPI~ ,:,;o SPRl:::«IR HEADS SKN.L BE ADJUSTED l:.'DIOR S[l(ICATED AS r.B;ESSAl!Y 10 oar~• fllll COYERJ.GE flffilOUT EXCESSIVE O'lfRTttR0'.1', DO P.'OT EXCEED SPACrnG IS PER f.\\'fUFACTURER RE~ErlDATIO:tS. PU..'IS Ni£ DltGRl.:.-:.:A.TC N:O N'PROlr..:AlL All Pl'IOO SIW1 BE lllSTAUED IN PIAATI:.t; AA£AS EXCEPTl'MSE IT~ <.ITASJBLE. CO.'flRICTOR SHALL FWSH All ~raJNES PRIOR TO INSTAl.lATIOi'I OF VALVES MO Al.l lATERAI. UNES PRIOR 10 r,(STAl.lATl0.'4 Of Hf.ADS. SPRrnXl.IR HEADS AREAYAllABl£ IN VARYING 0£GRE£S OF ARCS. COKTRICTOR SHJU PROVIDE, AT EACH HEAil, THE ARC L2JST SUITTD TO PflOYlDE NlEQUATE COVERAGE AND f'RfVEHT OVE:RSPAAY Ot4\"JJ.XS, ROADS, BIJllDlfJGS, ac. \"iilERE POSSIBLE,M.l PlPlfiG, PYC ELECTRICN. Sl..EEVES, ETC., UNDER. PAVlf:G Slll1l BE lf<STAUEO PRWR 10 PAVlf:G f,URl ~~ TIES, ELIS OR OTIJER TURNS IN P1P1rm SHAlL BE LOCATED lmDER PAYING. COORDl?..\TE IRRIGATION \iORK mm PIJ.YJU/G l'WlS ro fiVOIO co,rucml UlCATil:lS BrnlEEN ~Plffil Nm MITPITS. ALL QUICK COUPlfRSNiE TO BE l.OCATID IN SttRUB MEAS Wt!ENEVER POSSIBt.£ 1:-.1D PU.CED S[X (6) &'.CHES FRO:A OUISIDE HEMER. IF A QIJICll COUPlIJ! ~ LDcmD ~ A LJ,;,~ MEA IT ~"UST BE PIACEI I~ A SlX 161 IICH ROU,D Pl.ISi~ VAi.YE BOX ALL HEADS, WHEN LOCATED AOJ.I.COOTO CURBS. Hu.DERS, SIDE\'iA!..KS, \",',US, BUILD It~ ITC., ARE TO BE A Mllf. orn•;u (2) INCHES TO A ~ OF FOUR (4) lNCHESl.."tAY FRO"J TI-lE SlRUCTURES. IRRIGATION DESIGN IS BASED UPON A UINIUUU OflERATU,'G PRESSURE OF 65.S PSI WITH A l.'lAX!UUU DEL'N'ID OF 40.0 6PM AT THE POINT OF COfalECTION, ~'IAllJ,BL£ CITY STATIC flATER PRESSURE IS: NfA PSI. t'OO co;'PM'Y: NIA PHQNE NUMBER : PRESSURE r.N..CUtATION NIA \'IATER MffiR I 1 SUE: 1·1/2" H.G.L NIA EU.VATION 1.433 :201'51 Rum£ CONTROL VAi.VE t ,.wn.:u:.. DEW.'iD GPM ElEVAIDH Y;,\TERL'.U£R BAC!(A.t'.'f PREVENTER STRAJNER GATEV!J..YE f.W~UNE comRDL VALVE 11/4" lATERAL rniE l" lATERAL UN£ 3/4" IATEIW. LINE 1/Z" LATERAL WJE Ul'Jt A111.!l lOSS El.EV. CHl.'~E il- PRESSUREREQ'D. 0 HEAD TOTAi. SYSTOHOSSES STATIC PRESS 1//M.'Jl.E RESIOLW.l"tATER PRESS +t- i:,::1, PRESS REO.'D O P0C = 10 PSI FARTHEST VAi.YE fRO"J LUER A-1 LAiitESTY:.I..VE A-1::: 39.72CPU HICHEST VALVE A-6 ::: 35.75 GPU """""'"" U.2,lTN,I.SP-2 3515 211' NIA ,... PSI LOffl 33 9.D ,. 10 ... , 1.10 D.~3 0.66 1.21 165 3.26 1.73 3D.O 55.§ NIA NIA KEY MAP N.T.S. !/ 1/ I 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 .,, IRRIGATION LEGEND 3 l~ER fJtC':3ER 1:;DICATES LIJ.iUFACTURER l.'ID ~XIDEL NU:.'.BER OFillE IRRIGATION HEAD l.'W ns oozru IS£E NIJ1.,!BER LEGEND BEl.Ol'f) ' I I I I OD A OITTER ~OL IIIDICATIS IF rn£ IRRIGATION HEAD !SA SHRUB HEAD ON RISER, A. L.::J. BUBBLER tao OH RISER OR A SPECIFIC HEIGHT POP-UP HEAD (SE£ SYliiBOl LEGEND BELD'l'n I I I I I I I I I I I I I I I I I I I I ~ SYCBOLlm. 1 2 3 ' m,. DESCSIPTID! CfG. TORO m,o TORO TOSO UDDELNO. 570Z--12P-Co:'.1--PCD-10Q 570Z-12P-C0~0-10H 5JDZ-12P-tol~PCD-10f 57DZ-12P-coi'ii-PC0-10T DESCRIPTION I.RC 90' lBO' 36-0' 33' DETAIL Q fr{Olr.ATES J2" POl"-UP HEAD IN SHRUB AR~ H/U-3 -FOR TORO 570Z SERIES HEADS USE 570Z-12P-COU-PCD PRESSURE REGUlATING CHECK-0-r: .. u1c POP-UPS f,1rn PRESSURE ~fEHSATlttG SCREOO (PCS) SIZED PER W.~UFACruRER'S SPECIACATIONS FOR RADIUS REDUCTION. SAD 10' 10· 1~ 10· GPI! ~ 0.33 3D 0.66 30 133 3D o.« 30 I I I I I '>!SYl:~'80,,D°"LL:fll"'C' "c·------''"'"""DE°'l"'NDc_. __ -'!DESC"'°Rl,cPTI,,DN,,__ ____________ _=DETAIL I I I I ~/ I I I I I I I I I I I I I I I 1:::,. GR!sr.,JlD ffi Kl!.G BROS.l!JD. @ RNNB!RO (B l:!BCO (i) RAlNf.:ASlER Di'N-PRS BTU-V 33 DUIC T-113 FS-200W/ EV-Cl.II-SEN C,.Slf Pit CLISS 20D Pl'C CLISS 315 ~•) Pl'CSGH40 11-112· & StW.l.EllJ PVC SCHEDUlf 40 ELICTRIC REWTE CO:rrROL V/JJ..Vfl PRESSURE REGUIATl:','G TYPE INSTN.1£D IN VN.VE BOX. BLOCKED muE lmlOii BALL VALVE. LINE SIZE, IN VALVE BOX. QUICK COUPl.fR VALVE WI I 33 DK COUPlfR KEY G.I.Tr YlJ.VE, LINE SIZE IN VALVE BOX 2' FL0',1 SENSOR POTASLE\'.:.\TER lATERN. Ui!IE. SEE SPECIACA.Tio:',s FOR DEPTli. Nlll IRRIGATill,l 1'..1:llr:E ~Pl', SEE SPECIACATIONS FOR DEPTH. POTAlllE riATEll Sl.EEYE, D/1..1-3 C/1.J.3 /JIJ-3 NA l!/U-3 NIA NIA I I I I SEE SPmflCATIO'~ fOll DEPTH. I I I I I ~ NOTE: BEFORE EXCAVATION, VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. DIG ALEITT {UNDERGROUND SERVICE ALERT): Hl00-422-4133 (WILL LOCATE ELECTRICAL, WATER, SEWER, GAS,0I1., & COMMUNICATION/ CATV LINES) NOTE: CONTRACTOR TO REPAIR TURF WHERE NEW IRRIGATION WIRES ARE BEING INSTALLED. NOTE: THE IRRIGATION COITTROLLER AND ELECTRIC METER WILL BE LOCATED BACK OF THE SIDEWALK ON THE EAST SIDE OF JAMBOREE ROAD. THE LOCATION WILL BE COORDINATED BY PACIFIC BAY HOMES ANO THE CITY OF NEWPORT BEACH. NOTES: Pl.ANS ARE DIAGRAMMATIC AND APPROXll.lATE. All PIPING, VAf.VE BOXES, BACKFLDW PREVENTORS, ETC. SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPl.lENT SHALL BE LOCATED IN HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE. ... --... ........ @ 11\'DROSCAPr ~ NOTES: Pl'C SCIIED/lE <D EllClll~ r,RE Sl.EM NIA SEE SPEC!ACATJOUS FOR DEPTH. HS16-DX24F DXR:;Jirf IRRIGATION CONTROLLER EV-RADIO-, EV -f G/U-3 HSPrDX2-4\',':.1S,HSDX-03, STNNl.ESS STEEL EnClOSURE G/1.1-3 HSOX-RF,HSEV-RADID·F, HID'-ANT-f o:rsmm IRRIGATim LWNUliE PIPE NIA PULL BOX EXISTING El£CTRJC VAULT EXISTING MASTER Vil.Vt EXISTING 81.CKFl0',1 DEVICE EXISTING WATER L:El£R REIJJTE CONTROL VALVE: INDICATES CONTROLLER AND STATION NUMBER INDlr.ATES VAl..\-'E SIZE INDICATES G.PJ.t. FOR THA.TVM.\1£ NA NIA NIA NIA C!TV OF NE\"JPORT BEACH THIS P/M IS SIGNITJ BY rHE OTY OF N£WPORT BE":(,'H FOR CONCEPT AMO ADH~ct. TO CITY STANDA'WS IWD R£0UJRfN£NTS ONLY'. IHE. C,T't' IS NOT RESPON- SISU: FOR OCT!GIV ASSUMPTIONS • ANO ACCURACY. APPROVED //.,,,..Jt1-oo ~ NG1N£[R • DATE APPROVED SEE SHEET U-3 FOR IRRIGATION DETAllS nl--l I EE SEE SHEET U-4 & U-5 FOR IRRIGATION SPECIFICATIONS 0 1 0 2 0 40 0 "' "' N "' < -z "' 0 < ,.. - 1--1 ...l z < Q u ~ :i: ~z~ Cf) u ~ <o UJ 0 0 <1--1 ::E "' "' 1--1 .,_J ... 0 f-, ' ~O< "' 0 ::c 0 ... ... ~u 0. 0 ::E ._ >-< :: ~ ... '"~ ~~::c < ,!;'--~u i::o -o~< 0 •• u 0 "' "' z ~o~ 1--1 "'0 i::o p:i i::c. f-, :,: ...... -0. ~ ::E ~ u ::, "' "'...l Z <~ < "' : f-, -.o P-i p 0 P-i > ~ ...l "' ~ "' z ::, :,: f-, "' < u < ;:;; ~ ... 0 ... z :5 a.. z 0 !;;;: CJ a: a: w a.. <( Cl Cf) 0 z :5 PLAN DATE 17 JUL YOO REVISIONS BID SET PROJECT 96.027 SCALE 1"=20'-0" DESIGN BA DRAWN BA SHEET Ll-2 OF 8/17_ I' " c ~ D w " 0 rr rr D 0 w a: -CJ " 0 D ~ 0 I z '.I " / N ::::::::::-er ,. " _.., z " --;.~ 0 w a: h :J q w CJ (D ·.;: w ~ c.!; z rr 5 " g; co ' ::J 0 ... rr z '[/ w ,:: w z , (.!) ·! <:! " 0 z z %='~ \1 > w -~ rr ffi 0 ~~ " 0 rr rr 0 @ CJ " § ~ 0 ~ 0 I z -I '.S Q I CL " z rr D w a: :J q w u (D w z " ~ 5 " g; ITT ' ::J 0 " z w w z , (.!) " 0 z "7 ~ > 0 "' IRRIGATION NOTES AU. IRRIGATION SfflD.I to:.1'0~EHTS SHAU. BE &-GTAUfD A., PER LOCAL CODE. CONTRICTORS S1-WJ. SECURE Nl NECESSARYPERr.lIS. CHECK MD VERIFY All SIT£ cooomcms, UTILITIES MID SERVICES PRIOR lOTRENClllllll. W DURING CONSTllUCTIOll IT IS FOUND lllATTliE SITE VARIES rnor.i THE ow1r~, NOTIFY THE IJJiDSCN'E ARCHITECT BEFORE PROCEEDING \i'irn THE t'ORK. WHERE TREES, UG_HT ST~:oAROS, ETC. ARE,_~ OBSTRUCTIO!IIID SPRAYS, IBEN PIPl:':G l."W SPR!rOOIR HEADS SHlil 8 E NJJUSIED t.'iDIOR REI.OCAltD AS NECESSARY TO OBTAIN FUU CO'iWllE MTHOUT ElCt=:SSIVE OVERTiiRQ'.:,. DO NOT EXCEED SPACING l5 PER IMltuFICTl.lRER REC01.:'.IDfDATIOi"(S. PU."lS AR£ OIAGR/!::!ATIC MID A.OPROXIL!ATE. All PIPING SHAU. BE INSTHJ.£D IN PUJrnNG AREAS EXCEPT \'"1£RE !T IS INFEASIBLE. co:tTRACTOR SHAU. FUJSH N.l MNNLC'S PRIOR TO msJ",1,UATION OF VAi.YES l'(D All lATERN. LINES PlUORTO IHSTNJATION OF HEADS. SPRINKI.ER flEADSARE AVAILABLE IN VARYING DEGREES OF ARCS. COITTRICTDR SfWL PROVIDE. AT EACH HEAO, THE /.RC I.IDST SUITED m PROVIDE ADEC:UATECOV£RM.E MD PREVENT ~y ON rlM.KS, ROADS, BU1LD!rlGS, ac. WHERE POSSIBLE. N..L PJPITTG, P'lt filCTR!CIJ. Sl.ffi'ES, rn:~ UNDER PAVmG SHAU. BE INSTlillD PRIOR TO P~Vll'{G ~It ,.-oms, EllSOR OTttER TURNS lr4 PIPING SHN.L BE LOCATED l.li'IDER PAYII.G. COORDr.iATE IRRIGATim r:ORK mil PI.J...'tTit."G PI.A'(S TO AYOIO Co:IFUCTI!;;G U)CATl();'(S ern.ru PIPl;:G 1.:.1D Pl/,.''fT PITS. All au~, COUPl£RS /,RE TO BE lllCATID I~ SHRUB l,RfAI l"mO,E\'ER POSSIBLEl."ID PIX£O SIX (6) tr:cHES fRO:.t OUTSIDE HEADER. IF A QUlCKCOUPlER IS LOCATED IPI A u;,~;t AAfA IT WSTBE Pl.ICED IN A Sil (6) INCH ROUND PLASTIC VALVE BOX. All HEADS, t-1-lEN LOCATED ADlfllNT TO CURBS, HEADERS, SIDEWALKS, WALLS, BUILDIHGS ETC., ME TO BE A t."IN. OF mtl (2) N:HES TO A JIJ.X. OF FOUR l4} 11'."CHlS l:JAY ffiO'J THE STRUCTURES. IRRIGATION DESIGN IS BASED UPOO AUIMMU~ OPERATitX; PRESSURE Of 65.8 PSI WITH A L'XCIJ.,U:A DH:ANO Of 40.D GPUATTHEPOIITT Of COONECTJ0:-t. AVIJLABL£ CITY STATIC WATER PRESSURE IS: NIA PSL WATER CO~PA.'ff: NIA PHONE NU"JBER: NIA PRESSURE C/.lCUlATIOll .-------SEfSHEnSU-2.1 ~-~FO'.O J WATIR UITIR I l SIZE: I-112" H.G.L NIA ELEVATION x A33 =:201'SI REl.lJTE CONIROl VAi.YE I t.:AXJJ.!Uf.l oa.wro GPM ELEVATION WATERL:ETIR BJafl.0'.1' PREVENTUI STRAINER GATE VAi.VE I.WW lmE CONTROL VAi.YE 11/4" lJ.ITRAl LINE l" lATERAL LINE 3/4' IAlIRAl LINE 1/2" IAlERAl LINE ID% fl1TlllG LOSS ELEY. l:$.'KiE +/· PRESSURE REQ'D. 0 HEAD TQTAL SYSIDt LOSSES STATIC PRESS AVAILABLE RESIDUAL\':AlER PRESS +J. ,,mt PRESS REQ'D O POC = 70 PSI FARTHEST VALVE FROM METER A-1 1.AAGESTVALVE A-1=39.72GPU HlGHESTVAI..YE A---6 := 35.75 GPU KEY MAP r-l.T.S. 35.75 211· NIA PSI WSSES 33 9.0 5.0 1.0 8.59 1.10 0.43 0.66 127 165 3.2& 1.73 30.0 65.11& NIA NIA f.!.ISTERVALVE TO NE\'/ CO!ITROUER -SEE SHEET LI-I BACKfl0W PREVENT0R HAS BEEN CERTIFIED BY THE CllY OF flEl'/PORT BEACH I CONTROL VALVE WIRES NlD (2) SPARE \~RES AT THIS PUllBOX WCATI0N FOR FUTURE EXSTEIISION BY THE CllY OF NEl'/P0RT BEACH. cmmECTIVIRES TO CONTROLLER SHO',,.l 011 SHEET U-1. I I I ,1 : I I : I ,. : I ,. • ,. • l • ,. • l : l I I • I • l • l : ,' : ,, : I : I : I ,. • I : NOTE: BEFORE EXCAVATION, VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. DIG ALERT (UNDERGROUND SERVICE ALERT): 1-800-422-4133 (WILL LOCATE ELECTRICAL, WATER, SEWER, GAS/OIL, & COMMUNICATION/ CATV LINES) NOTE: CONTRACTOR TO REPAIR TURF WHERE NEW IRRIGATION WIRES ARE BEING INSTALLED. NOTE: THE IRRIGATION CONTROlLER AND ELECTRIC METER WILL BE LOCATED BACK OF THE SIDEWALK ON THE EAST SIDE OF JAMBOREE ROAD. THE LOCATION WILL BE COORDINATED BY PACIFIC BAY HOMES AND THE CITY OF NEWPORT BEACH. NOTE: PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTDAS, ETC. SHALL BE l.oCATED IN LANDSCAPE AREAS. NO IRRIGATKJN EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE. IRRIGATION LEGEND 3 C':tER t4U:.2ER IRDlCATES W:JUFACTURER /.,'ro UJDEL Nl.11,:BER OF THE IRRJGATIOrt tEAD AND ITS NOZZLE (SEE NUMBER LEGEND BELO\'/) OD 1::,,. oUJIR sn.:aoL rmJCArrs IFTIIE IRNIGAro1ttEAD ~ A SHRUB IILlll oi RISER. A BUBBLER HEAD 011 RISER OR A SPECIAC HEIGHT POP-UP HEAD <SEE SYJ.lBOt LEGEND BEI..Uill NOTES: SYl:BOl~"O. I 2 3 ' SYU. DEXRJl'flOij L"ffi. !ORO IDRO !ORO !ORO L:OOEL 1:0. 570Z-12P-CO"J..fCO-lOQ 570Z-12P-Ol?.1-PCD-IOH 570Z-l2P-CO:.HCD-IDF 570Z-12P-CO"J-.PCO-IOT DESCRIPTI0:-1 /,RC S()• 180• 360-' 33• OETNL Q i,roCATES 12" POP-UP HEAD IM SHRUB !REJS HILl-l -FOR 1000 57DZ SERIES HEADS USE 570Z-12P-eo:J-PCD PRESSURE REGULATirlG CHECK-0-f.!ATIC POi'..lJPS r,TIH PRESSURE CO-:.'PENSATC':C SCREENS (PCS) SIZED PER L'::lUFr.cruRER'S SPECIFICATIO:-iS FOR RADIUS RE0IJCTI0N. L'l ffi © $ ® ..... -.. ... .. -- GR!S'h°OLD Kl:;G BROSJ;;o_ R/Jl-/BIRD ~iaco RIJh::.ASTER ES R/,Jr:::.\STER @] HYOROSW1' 'i'' O'.W.PRS EUCTllt REJ.:OTE CO:IIROL VAvrJ PRESSlJRr REGUIJ.Tit;GlYPE lrlS!lillD r.c VALVE BOX. BTIJ-V BWCl<£0 TRUE U:JIOi 11/il VALVE. Ur:E SIZE, IN Y'1.YE BOX. 33 DlRC QUICK COUPI.ER YILVE 'fJI I 33 DK COIJPl!R KET 1-113 GATE VAl'E. LIME SIZE mvALVEBOX FS-20011/ 2"FL~SENSOR EV-CAB-SEN CABL£ PVC a.A$ 200 POTABLE\'.lAITR lAITRI.L llNE. SEE SPECIFICATIONS FOR DEPTH. Pit CL\SS 315 ~-, NEW IR!i!GATIOO l.!AINLirlE PIPE: SEE P'ltSCH40 SPECIF1CATI0"5 FOR DEPTH. (1-112' & 5"'\llfRI Pit SCHEDUlf 40 POTABLE \';ATER SLEEVE: SEE Sl'fCIFICATI0NS FOR DEPTH. Pit SCHEDUlf 40 ELECTRIC r,1RE SIHVE SEE SPECIFICATIONS FOR DEPTH. HS16-DX2-4, 0XRF, EV-RADIO-f, EY-A'fi-F IRRIGATIOJI CONTR0LlIR HSP-012.4'.':"JS,HSDX-03, HS0X-Rf,HSEV-AADIO-f, HSEV-AHT..f ST~Nl.ESS STITL EIIClOSURE EXISTmG IRR!GA.1100 MNIU~ PIPE PUU BOX EXISTING illClR!C VUJLT EXISU'il L';ASTE!i VALVE EXISTL",IG MCKflO\'I DEVICE EXlSTlf."G ~TER MillR RH'dlTE CO!flROl VAi.YE: 11,iDICATES CO~ROU£R AND STATION NU:.lBER ll.lDICATES VAi. YE SIZE 0WlCATES G.P.U. FOR THAT VALVE SEE SHEET Ll-3 FOR IRRIGATKJN DETAILS SEE SHEET Ll-4 FOR IRRIGATION SPECIFICATIONS RID IV 10" IV 10· GPU PSI 0.33 30 0.66 30 1.33 30 o.u 30 MJ-3 I/IJ-3 KILl-l NIA NIA ff/A NIA G/1.I·3 G/i.J-3 NIA .. NIA NIA NIA 0 2 0 4 0 C!TY OF NEli'JPORT BEACH THIS Pl.AN IS SJGNED BY THE QTY OF NEWPORT BE/':C:H FOFf CONCC.PT /WO ADHERENCE TO CJTY STAN(lAR(JS 11-!0 REOUIR£NENTS ONLY. !HE._ CIT'r JS NOT R£SPON- SIBL£ FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED APPROVED I EE 8 0 < I-< z 0 1Z <t! z~ O <- I-< ...:i ~Cl< i:.i:i u o~ .. ~ i:.i:i ~ i:.i:i u Q!Z< ~ 0 i:.i:i ~~ ~ ~ ~ z~~ 0 z ::i a.. z 0 ~ (!) a: a: w a.. <( 0 en a z ::i PLAN DATE p... ~ i:.i:i z 0 "' "' N "' < -z 0: 0 ... -.., ---< -'" u ;:, "' u,.., < "' : f-< p... Cl > .., "' 0: :::, :i: f-< 0: < u < ::E n .., 0 .., 17 JULY 00 _..,Ba,ID._,S""ET"-- REVISIONS PROJECT SCALE DESIGN DRAWN SHEET Ll-2.1 OF BA BA z -~ a: 0 a: I I \ 85---d '5~ --i:l ::J Ii:! z .J (!) 'V -(J Z ',, I,, - 0 ,t ~1i §6 l--i \ a: w II) >-::J z (!) z ~ > m ~ 0 ffi , rr 0 rr " ;, 0 @ ~ 0 u 0 J 0 I z 'I rr .. " " ITT ' 0 " " m , z 0 D z ~ ~ " 0 " rr 0 rr " D 0 " 0 " D J 0 I z 'I rr <( z rr 0 ~ ~ <( 0 ui z u > 4 "' ITT ' 0, ffi m z , " D z !a ~, ' ' I -u "" i's u ~ w u ~ u ~ NOT ASSIGNED /fi\ -------0v •. NOT ASSIGNED ® -------B B NOTES: III BL.O:;KED TRUE UNION BALL VALVE III VALYEOOX-SEEIARIGATIONSPECS @] FlNISHGRADE r.., HEIGliTOFVALVEBOXABOVEFINISH i.!i GRADEVAR!ES•SEE IRRIGATION SPECS @) SUP END CONNECTORS SUPPLIED WITHVAL.VE @) PEAGRAVEL(2"DEPTH) {!) BRla<VALYEBOXSUPPORTS ([I PVC MAINLINE-SEE IRRIGATION SPECS FOR PIPE DEPTH BALL VALVE r,;'\, -------~ 6 7 ' ' ' ---____ J_ ---~-- 13 B 9 10 11 12 NOTES: III VAlVE BOX• SEE IRRIGATION SPECS [£1 THREADED PYC FEMALE ADAPTER I]) 30 INCH LINEAR LENGTH OF WIRE, COILED ~ THREADED PVC SCH 00 SH:>RT N!i;>F'LE III WATERPAOOFW\RE CONNECTORS l!!I PVC SCH 00 UNION 111 REMOTE CONTROL VN...VE. \ill PEA GRAVEL (2" DEPTH) ill HEIGHT OF VALVE BOX ABOVE FlNlSH ~ PVC MA.tNLlNE• SEE IRRIGATION GRADE VARIES-SEE IRRIGATION SP£CS SPECS FOR PIPE DEPTH 0 ANISHGRADE !!!I PVC TEE OR EU. III PVC LATERAL· SEE IRAJGAT/ON SPECS @) PVCN!PPLE FOR PIP£ DEPTH 0 !ill PVCSxS ELL BRICK VALVE BOX SUPPORTS REMOTE CONTROL VALVE ~ ----------1~ l1 J------------------------------------------'-------------------------------------------.... --------------------------------------------1---------------------------------------------a w "' Antenna EV-ANT-Fp DX2 • RADIO COIAIUNlC'.TIONS • RAOlO NSTAW.roN tMlC t'OHRCll£R lnterloce Coble •'17-2110 DXl • IIAOO) CCIMHCATIONS MRv£W EV-ANT-FD OX-RFBoord -!led. ... ta ll!g. + Red ffl lo pos. 12 Voll re Tr=iortnS" EV-PS fb,i .rto 117 WC.. IIC,__ 417-2130 Callect IN ffl to Pod.ite ( +) lc:mid ond bloct WI ~-H'"""" l ( ( (I EV-PHON(-RPTR Renote Rr Bose Station for PhOrie To Rtu;t,o COMl"lunicatloll. 3'-6' 2' --0' ., ·r FlElD VERIFY SIDEYIE\'f AUTOMAThC CONTROLLER ® ---------------G 2'-6' BRCl'.'fDITCH 10PVI01 [!] STAl~LESS mu. EJ:a.DSURf \o1'11i AUTO"..:KOC Comou.ER f.~D rucmr.a. PCDESTf.L r.GTltl PER r:.:.-rurACJUil.ER'S Sf'ECIFlOOl~ {I] co;um IXJUKT AS PER r:.:.'IUfACrt.lRER'S 9'EClflCAl!OlS rn =-= •~ [I] llOYCI.TIV:,'ERmco:mouIR rn co:.:&".CA!l(l;tS CI.BI..E roun 10" 1'-3' 2' lYP {I] SO-S".1EP STAllOOS 2~ f R'PUCABLE (D !ID"~STATIOOI-24 [I] !.18" a• UX.:C COPf'ER GIWUiID ROD Ill flt;!Sfl GRAOE 1· ·1· ·n FR lffl VIETI [ID Rl.::ISHUT-OFFDE\'CE l!ll ~uxo C1.J:J1 m~ ~ 1•:,;g•r,;;.'.00'.7 1.00ITIOi".ALNOiES: K:GK VOi.Ti.GE l'()';;EJI 10 co:mou£R BT OT1iERS, lCU \~JIJ:E. co::;ccnm B'!' II\~ l'.XllTAACTOrt NOTES: 0) FLOW SENSOR (!] VALVE BOX· SEE IRRIGATION SPECS @) FINISH GRADE r.l HEIGHT OF VALVE BOX A00VE FINISH t.!J GRADE VARIES• SEE IRRIGATION SPECS ill PlfC MAINLIM:• SEE IARIGA TION SPECS FOR PIPE DEPTH ADOITIONAL NOTE: CITY O!.= tJEl."Ji>ORT BEACH rHIS Pi#/ t5 SIGNED Hf TH£ Q1)' OF NEWPORT BE/".CH FOR CONCF:PT /lND ADH£R£NC£ TO CITY STANCW?DS MO RF:QUfRENfNTS ONLY. Il-1£._ Cf1Y IS NOT RESPON- SIBLE FOR O[SIGN ASSUMPTIONS AND ACCURACY. APPROVED /'/,,..ta~ op ' ENGINEER • 'DATE APPROVED II• o .. oo [ill REDWIRE [I) Y.HTE VI/IRE [!) BlACKWIRE [!) WATETIPAOOFWIRE CONNECTOR finl 314" GRAVEL DllA!N SUMP t.:.:::I 6" MINIMUM DEPTH DATE MINIMUM 3'-0' BETWEEN FL..C1N SENSOR AND ANY PIPE FITTINGS FLOW SENSOR (I;'\ ----------,\V NOTES: [il WALK, CURB, HEADER. ETC, I]) AN!SH GRADE ljl POP-UP HEAD-POP-UP HEIGHT t.:::.J PER IRRIGATION LEGAND '41 CHECK VALVE, IF REQUIRED \.:.I (SEE IRRIGATION SPECIFICATIONS) @ SCH. 00 PVC MPPLE • @ MAIUX STREET EU.' [r) MARL.EX THREADED Ell. • ID P\C FITTING NJ NEEDED [[I Pvel.ATERALPIPE • SWING JOit-iT NIPPLES N.u Ell.S AflE TO BETHE SAME SIZE AS THE INLET AT HEAD 12 11 POP-UP HEAD -------® 5 10 NOTES: III VN...VE BOX• SEE IRRIGATION SPECS I!) 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" . ac rr ' 0 @ z ~ ',; w '-' C >Q 0 u ~ u D ~ 0 z H-I w z :c s tt a. ~ -= 0 ~ -~ w w = w -u w -z u ~ < w " < <.[\ u w 0 I " ~ ~l " -~ z w I'-' = < '· ~ \(\ w ~ :a "' <::( a. w ;:: w ~ •· 0 z < 0 w ~ < a. w a. a. w rr 0: .., > w w " [D --d " z 2 ~ w (:) '-z 0 w ~ 0 z < z z v ~ > " <J, m 0 ~ .. C 0 w z • v a. □ er rr w .>' ( 0 @ -0: () '-' rr w l 0 ~ 0 ~ < 0 = I u ~ z tt s 0 0. " "' 0 "" u tt -w w tt w ~ ~ oi cs w z u w w 0 0 " i w z ! 'e -'• < cc " u w " w ;, z < ~ " w w ' ~ ~ .• " z 'e -s < z u ac ~ 0 ~ " = :J " 0: "' = w '-' " [D w w z rr w 2 ~ < = " w ' ::i 0 iS rr z w " 0 I > (:) z 0 Q z LAfJ ~SCA!?~ ICUUGATIOl'J Sl?~Cl~IC!lTIOl'JS 1. SC0;>E: PROVIDE LAOO!\ MATEIIFALS, PERIIITS, EQUl™ENT, SUPtRVISION, SERVICB AND TAANSPORTATION ANO ALL OTHER ITEMS NECBSARY TO PtllfORM All IR!IGATION WORK AS INDICATED AND SPtOFIED ON PLANS PREPARED BY BURTON ASSOOATES, INUUDING ALL RECOl!J DRAW1NGS, REDUCID DIAGRAMMATIC PLANS, GUARANTEES, ANO SERVICI MANUALS. WORK SHALL RE COMPlITTO IN AN EFFIOENT AND SATISFACTORY MANNER TO THE HIGHEST WORKMANLlrJ: STANDAl'JJS ESTABLISHED FOR SPIIFNl<l.ER INSTALLATION AND OPERATION. 2. GEtJEllAL C0UIJITI0tlS: A. CONTRACTOR SHALL VERIFY ALL CONDITIONS INDICATED ON THE PLANS. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IN WRITING OF ANY DISCREPANOES IN THE PLANS AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. FAILURE TO NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING EXEMPTS THE CONTRACTOR FROM GAINING COMPENSATION FOR REQUIRED CHANGES. 13. CONTRACTOR SHALL CHECK ALL SITE CONDITIONS, AND VERIFY THE EXJSTENCE, LOCATION ANO SIZE OF UTILITIES AND SERVICES PRIOR TO BEGINNING WORK. C THE IRRIGATION DESIGN AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC SCALED DIMENSIONS ARE APPROXJMATE. BEFORE PROCEEDING WITH WORK, CHECK AND VERIFY SITE DIMENSIONS. D. DO NOT INSTALL THE IRRIGATION SYSTEMS WHEN UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANOES IN AREAS OR DIMENSIONS EXIST. IMMEDIATELY BRING DISCREPANOES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IF NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REQUIRED REVISIONS AND COSTS. E. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION WORK TO AVOID CONFLICTS WITH PLANTING, UTILITIES, ENGINEERING AND ARCHITECTURAL FEATURES. CONTRACTOR IS RESPONSIBI.E FOR COORDINATING HIS WORK WITH OTHER TRADES. F. CONTRACTOR SHALL PROTECT INST ALL ED CONTRACT WORK AND WORK OF OTHERS. G. CONTRACTOR SHALL APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED IN PURSUIT OF WORK AS REQUIRED BY GOVERNING CODES. H. LOCAL, MUNIOPAL AND STATE LAWS, RULES ANO REGULATIONS GOVERNING OR RELATED TO A PORTION OFTHIS WORK ARE HEREBY MADE A PART OF THESE SPEOFICATIONS. I. CONTRACTOR SHALL KEEP PREMISES UEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH I NO DENT AL TO WORK DURING CONSTRUCTION AND MAINTENANCE PERIOD. BROOM UEAN ALL PAVED AREAS. J. CONTRACTOR SHALL NOTE ALL FINISH GRADES BEFORE COMMENCING WORK. RESTORE FINISH GRADE CHANGED DURING COURSE OF THIS WORK TO ORIGINAL OR INTENDED CONTOURS WHERE PRACTICAL. K NO DEVIATION FROM PLANS AND SPEOFICATIONS IS AUTHORIZED, UNLESS WRITTEN AUTHORIZATION IS OBTAINED FROM THE OWNER'S REPRESENTATIVE OR HIS APPOINTED REPRESENTATIVE IN ADVANCE. L. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT REMOVAL AGREEMENT IF REQUIRED FOR ALL IRRIGATION EQUIPMENT LOCATED WITHIN PUBI.ICRIGHT OF WAY. M. CONTRACTOR SHALL REUSE EXISTING IRRIGATION EQUIPMENT WHICH IS IN PROPER WORKING CONDITION. A LIST OF EQUIPMENT TO BE REUSED SHALL BE SUBMITTED TO OWNER'S REPRESENTATIVE FOR APPROVAL. 3. SPEOAL U0TES: CONTRACTOR SHALL vrnFY IN THE FIELD THAT ALL IR!IGATION DESIGN ASSUMl'TIONS INDICATED BELOW ARE CORRECT. CONTAACTOR SHALL NOTIFY OWNrns REPRESINTATIVE IN WITTING OF Afff DISCJ11PANOES IN THE SPEOFICATIONS, PLANS AND FIELD CONDITIONS PRIOR TO THE COMMENCIMENT OF WORK AND AT Afff TIME DU~NG WORK FAILURE TO NOTIFY THE OWN ms REPRl'SEIITATIVE IN W11T1NG EXEMl'TS THE CONTRACTOR FROM GAINING COMPENSATION FOR OiANGES. 4. SUDf.UTIAL: (ON!AACTO!fS MAINTENANCI PEruoo SHALL NOT IIE TERMINATED UNTIL THE FOLLOW1NG CONDITIONS ARE MET: A. RECORD DRAWINGS: 1. CONTRACTOR SHALL RECORD WORK AS IT 15 ACTUALLY INSTALLED ON AN ERASABLE XEROX VELLUM BASE OF THE IR!IGATION DRAW1NG, MArJ: GLINGES TO XEROXVaLUM BASE IN INK (NO BALL POINT PtN), AND MAINTAIN OJIIDIT RECORD DRAW1NGS ON THE SITE. THE FINAL 'AS BUILT" RECORD DRAW1NGS SHALL RE DRAITTD EMPlOTING A COMPtTENT DRAFTSMAN. 2. RECORD DIMENSIONS FROM TWO DIFFERENT PtRMANENT POINTS OF REfERENCI (BUILDINGS, MONUMENTS, CUR!I RETURNS, fTC) FOR THE FOLLOW1NG ITEMS: a. WATERMETERANDBACJ<FLOW ASSEMBLY b. CONNECTIONS TO EJilSTING WATER LINES < BALL, QJl(](COUPUNG AND AUTOMATIC CONTROL VALVES d ROUTING Of PRESSURE LINES e. SOURU OF ELECTIIFCAL PO\'vlR FOR CONTROLLE~ LOCATION Of CONDUIT AND CONDUCTORS FROM SOURU TO CONTROLLER ROLITING OF ELECTIIFCAL WlRES, ANO SPARE WlRE LOCATIONS ( APE ANO ELECTIIFCAL SLEEVES i IRllGATION HEADS HAVING A DESIGN RADIUS OF J-0' OR MORE 3. CONTAACTOR SHALL SUBMIT ONE Sf! OF COMPLfTEO RECORD DRAW1NGS TO THE OWNEWS REPRESENTATIVE PRIOR TO THE IIEGINNING Of THE SPEOFIED MAINTENANCI PrnOD AND OWNrns REPRESENTATIVE SHALL vmFY COMPlITTNESS Pl'lOR TO FINAL ACCEl'TANCI. B. CONTROLLER CHARTS: THE CONTRACTOR SHALL PREPARE THE CONTROLLER G!ARTS AND PLA<I THEM IN THE CONTROLLERS BEFORE COMMENONG SERVICI. CONTRACTOR SHALL VEruFY COMPlITTNESS OF RECORD DRAW1NGS W1TH OWNEWS REPRESENTATIVE FlllOR TO PREPAruNG THE CONTRlllLER GLIRTS. THE CONTROLLER GLIRTS SHALL RE PREPARED AS FlllLDWS: I. PROVIDE ONE CONIBOLLER OiART FOR EACH AUTOMATIC CONTROLLER SHOW1NG THE AREA COVERED BY THE CONTROLLER THE GLIRT MUST SHOW UEARI. Y ALL AREAS UTILl~NG REQAIMED IR!IGATION WATER AND POTABLE IR!IGATION WATER THE CHART SHALL IIE THE MA~MUM SIZE THE CONTROLLER DOOR Wlll ALLOW. 2 THE OiART IS TO RE A REDUCIO DRAWING OF THE ACTUAL AS-BUILT SYSTEM. THE LINE WEIGHTS AND LETTEmNG ON THE ORJGINAL CONTROLLER OiART DRAW1NG SHALL RE SO DRAWN THAT THE REDUCED OiART IS UEARI. Y READABLE. J. THE GLIRT SHALL RE A BLAOl<l.lNE PPJNT W1TH A DIFFERENT COLOR USED TD SHOW AREA Of COVERAGE FOR EAOiSTATION. 4. WHEN COMPLfTEO AND APPROVED, THE OiARTS SHALL IIE HER"1mCALLY SEALED REIWEfN TWO RECB OF PlAST<; EAOi PIECI REING A MINIMUM OF TEN (10) MILS TH[(!(_ C. SERVICE MANUALS, KE'IS, EQUIPMENT, AND GUARANTEES: 1. CONTRACTOR SHALL SUBMIT TWO (2) SERVICI MANUALS FOR IR!IGATION EQUIPMENT TO DWNms REPRESENTATIVE. MANUALS MAY RE LOOSE LEAF AND SHALL CONTAIN COMPLITT DRAW1NGS OF ALL EQUIPMENT INSTALLED SHOW1NG COMPONENTS AND CATALOG NUMBERS TOGfTHER WITH THE MANUFACTURE~S NAME AND ADDRESS. OPERATION INSTRUCTIONS SHALL RE SIMPLE ENOUGH TO RE UNDERSTOOD WlTHOUT SPEOALIZED KNOWLEDG~ 2 CONTAACTOR SHALL SUBMIT TWO (l) SETS Of fl:YS PER EAOi CONTROLLER A COPY OF THE EQUIPMENT GUARANTEES SHALL RE PROVIDED TO THE OWNEWS REPRESENTATIVE. 3. THE CONTAACTOR SHALL SUPPi. YTHE FOLLOW1NG TOOLS: a. TWO (l) SfTS OF SPtOAL TDOlS REQUlll:D FOR 11:MOVING, DISASSEMBLING, AND ADJUSTING EACH TYPE OF SflllNl(LER AND VAL VE ON THIS PROJECT. b. ONE (1) QUI(]( COUPLER r.EY ANO MATrnlNG HOSE SW1VEL FOR EAOi TYPE OF QUI(]( COUPllNG VALVE INSTALLED. S. 1.'JATEll SUPPLY: A. GENERAL: l. POTABLE WATER SUPPLY SHALL RE UEAN, FREE OF SUSPtNDEO PARTIClES, ALGAE, OR OiEMICALS THAT MAY FORM INSOLUBLE PREOPIT ATES IN THE EQUIPMENT OR MAY RE OfTmMENTAL TO PLANTINGS. R WATER SERVICE: 1. INDIVIDUALLY ASSESSED AREAS AND INDIVIDUALLY OWNED (OR TO BE OWNED) LOTS SHALL HAVE SEPARATELY METERED AND CONTROLLED IR!IGATION SYSTEMS. IR!IGATION SHALL RE CONFINED TO THE INDIVIDUAL AREAS, WlTHOUT OVERSPRAY 01110 ADJACENT AREAS OR AOlOSS PROPERTY LINES. SPEGAL SITUATIONS MAY RE APPROVED OR REQUIRED BY THE PlANNING DIRECTOR ARCHITTCT TO VARY FROM THESE REQUIREME/115. 2 OTY APPROVED BACl<FLOW PREVENTION UNITS ARE REQUlRED ON ALL IR!IGATIDN SYSTEMS. INSTALLATION SHALL COM PL YW1TH All APPLICABLE HEAL TH AND SAFITT CODES. 6. 7. a. GUAl1AUTl:E: THE SITT SFlllNl<l.ER SYSTEM, INUUDING WORK DONE UNDER THIS CONTRACT, SHALL IIE GUARANTEED IN WIIFTING AS TO MATEIIFAl AND WORKMANSHIP, INUUOING SETTllNG OF BAWILLED AREAS IIELOW GRADE FOR A PEmOD Of ONE YEAR FOLLOW1NG THE DATE ENDING OF THE SPtOFIED MAINTENANCI PEmOD. THIS DATE SHALL RE DITTRMINED BY THE OWNEWS REPRESENTATIVE AITTR REVIEW OF THE SPtOFIED IR!lGATION WORI(. IMMEDIATELY REPAIR DAMAGE TO THE SYSTEM AND SITE CAUSED BY FAULTY MATEIIFALS OR WORKMANSHIP AT NO COST TO THE OWNER PROVIDE INSlllUCTION TO THE OWNE~S REPRESENTATIVE ANO FUTUREMAINTENANCI PtRSONNEL IN THE OPERATION Of THE IR!IGATION SYSTEMS. THE .OWNER RETAINS THE mGHT TO MArJ: EMERGENCY REPAIRS WlTHOUT RELIEVING THE CONTRACTO!fS GUARANTEE OBLIGATIONS. IN THE EVENT THE CONTAACTOR DOES NOT RESPOND TD THE OWNEWS REQUEST FOR REPAIR WORK UNDER THIS GUARANTEE WlTHIN A TIMELY MANNE~ THE OWNER MAY MArJ: SUCH REPAIRS AS HE MAY DEEM NECBSARY AT THE FULL EJIPENSE Of THE CONTRACTOR r.1ATl:tllALS: A, GEtlErJIL: 1. PROVIDE NEW MATEIIFALS ANO EQUIPMENT OF REST QUALITY O!!TAINABL~ WHIOi COMPlY WlTH DRAW1NGS AND SPEOFICATIONS. 2 NO SUBSTITUTION OF SPEOFIED MATEIIFALS OR EQUl™ENT SHALL IIE MADE WITHOUT REVIEW BY BURTON ASSOOATES AND WRITTEN APPROVAL FROM THE OWNE~S REPRESENTATIVE. D, lrnllG41lO:I PIPE AflD FITTIUGS: 1. POTABLEPVCPLPE: a. PIPE SHALL 11E MADE FROM NSF APl'OOVED, TYPE/, GRADE II PVC COMPOUND CONFORMING TO ASTM RESIN SPtOFICATION 01784. PIPE SHALL MEfT REQUIREMENTS Sf! FORTH IN FEDERAL SPEOFICATION l'S-ll-70 WlTH AN APPROPRIATE STANDAl'JJ DIMENSION RATIO. b. ALL PLASTIC PIPE SHALL RE CONTINUOUSLY AND PER"1ANENTI Y MARXEO W1TH THE FOI.LOW1NG INFORMATION: MANUFACTUREWS NAME, NOMINAL PIPE SIZE, SOiEDULE OR UASS, PRESSURE RATING IN PSI, NSF APPROVAL AND DATE OF EXTRUSION. < ALL SOLVENT SHALL IIE AS RECOMMENDED BY MANUFACTURER OF PIP£ FITTING AND AS APPROVED. USE ND SOI.VENT FROM CANS WHICH HAVE IIEEN OPENED OVERNIGHT. d PVC PRESSURE LINES TO RE INSTALLED UNDERGROUND: 1. All AP£ l" ANO LARGER SHALL REUASS 31S 2 All PIP£ SMALLER THAN l' SHALL IIESOi 40 J. FITTINGS SHALL 11E SCH. 40. e. PVC NON-PRESSURE LINES TOBE INSTALLED UNDERGROUND: 1. ALL PIPE SHALL IIE UASS 200. 2 FITTINGS SHALL 11E SCH. 40 . ( PVC FITTINGS, SOLVENT WELDED TYPE PVC srn 40, TYPE II NSf APPROVED, SHALL CONFORM TO ASTM TEST PROCEDURE D 2466. ~ PVC FITTINGS SHALL BEAR THE MANUFACTUREWS NAME OR TRADEMARK, MATEmAL DESIGNATION, SIZE. APPI.ICABLE I.P 5. SOiEDULE ANO NSF APPROVAL. ~ NO UOSE NIPPI.ES OR CROSSES SHALL RE USED. PVC NIPPLES SHALL RE BLA(]( IN COLOR 2 IIRASS PIP£ AND FITTINGS: IIRASS PIP£ SHALL 11E I.PS. STANDAl'JJ WEIGHT, I.PS., REGULA~ 85% RED 81\\SS CONIORMING TO ASTM 843. FITTINGS SHALL 11E WlTH STANDAl'JJ 1lS POUND CAST BRONZE THREADED FITTINGS. 3. Ol'PER PIP£: COPPER PIP£ SHALL !IE SEAM LESS, TYPE ~ HAID ORA WN TUR NG. C. IC:&lllFICATIO:I TAPE: 1. MARXER TAPE FOR SLEEVES SHALL RE METALLIC BAffiD LOCATING TAPE MARXEO "IR!IGATION" IN TWO INCH CAPITAL LETTERS EVERY THREE FEfT ALONG THE TAPE. 2 MARXERTAPE FOR DIRECT BUmAL WlRES SHALL 11E RED COLORED 'ALLEN MARl<ING TAPE" OR APPROVED EQUAL TAPE SHALL RE 3 • WIDE. D. SlllVlrJG: 1. PIPtSLEEVES SHALL 11E PVCSCH40 MINIMUM. E. VALVES: 1. REMOTE CONTROL VALVES AND PRESSURE REGULATING REMOTE CONTROL VALVES SHALL IIE THE TYPE. SIZE ANO PtRfORMANCE SPEOFIEO IN THE IRRIGATION LEGEND. 2. BALL VALVES SHALL 11E THE TYPE, SIZE ANO PtRfORMANCE SPEOFIEO IN THE IRRIGATION LEGEND. 3. Qi[(]( VALVES SHALL 11E HUNTER HCV· SERIES. 4. QUl(]( COUPLING VALVES SHALL 11E THE TYPE. SIZE ANO PtRfORMANCI SPEOFIEO IN THE IR!lGATION LEGEND. F, VALV./Pi.Uc:ll:lS: 1. REMOTE CONTROL VALVE IIOXES FOR POTABLE IR!lGATION SYSTEMS SHALL IIE MANUFACTURED BY AMfTEK (PART 1170106) OR CARSON (11419-lB). 2 REMOTE CONTROL VALVE OOXES FOR POTABLE IRRIGATION SYSTEMS SHALL 11E MANIJfACTURED BY AMITTK (PART 11701116) OR CARSON (11419-lB). 3. BALL VALVE OOXES FOR POTABLE IR!lGATION SYSTEMS SHALL RE MANUFACTURED BY AMITTK (PART 1181104). • 4. PULL /lOXES FOR POTABLE IR!lGATION SYSTEMS SHALL IIE MANUFACTURED BY AMITTK(PARf 1181104). G. SPnmuum l:lADS: SPl'lNl(L[R HEADS SHALL RE Of THE TYPc SIZE AND PtRfORMANCE SPtOFIEO IN THE IRllGATION LEGEND. IL Mm SHISHIG DEVIW: RAIN SENSING DEVICES SHALL RE THE TYPE, SIZE AND PERfORMANCE SPtOFIED IN THE IR!IGATION LEGEND. 1. c:c:nr.cL mmr1G: 1. USE DIRECT BUrnAL COPPER WlRE AWG-11.f. 600 VOLT, SINGLE CONDUCTOR 5Dl10 COPPE~ PLASTIC INSULATED CABLE RATED FOR DIRECT BUruAL APPLICATION, U.f., UL APPROVED 14 GAUGE (MINIMUM) PILOT AND SPARE WIRES, 1l GAUGE (MINIMUM) FOR COMMON GROUND RETURN WlRE. WlRE COLOR AS FOLLOWS: COMMON WIRE SHALL IIE WHITE, CONTROL WlRES SHALL RE COLOR COIJED Afff COLOR llLIT RED OR WHITE. EACH CONTIU WIRE COLOR SHALL 11E UNIQUE FROM ALL OTHER CONTROL WlRES. EXTI\\ CONTROL WlRES SHALL IIE RED. 2 SEALS FOR SPllCB ANO SPARE WlRE ENDS SHALL BE "SCOT01-LOI(" SEALING PA(](S OR 'FEN-TITE' WlRE CONNECTORS. J. AUTO:JATIC co:nr.ou.ms: 1. EAOi CONTROLLER SHALL BE OF THE TYPE. SIZE ANO PERfORMANCE SPtOFIED IN THE IR!lGATION LEGEND. l. CONTROLLER SHALL OPERATE ON SINGLE PHASE, 110 TO 120 VOLT, 60 aac ALTERNATING CURRE/11, "UL" LISTED, AND SHALL CONTAIN AN "OFF" AND "ON" swrrrn TO SHUT OFF ENTIRE AUTOMATIC WATEmNG CYClE WITHOUT INTERRIJl'TING THE TIMING MEOiANISM. OUTPUT SHALL BE 14 VOLTS AC 3. CONIBOI.LERS SHALL RE ENUDSEO IN WEATHERmOO' CORROSION-RESISTANT HOUSING HAVING LOCJ<JNG COVER TO PROTECT ALL EQUIPMENT FROM VANDALISM. 4. CONDUIT FOR 120 VOLT ANO 14 VOLT WlmNG SHALL IIE AS APPROVED BY THE LOCAL BUILDING CODE FOR ELECTIIFCAL SERVI CI AND DISTrullLITION (PVC PIPE WILL NOT IIE ACCil'T ABLE FOR USE AS ELECTmCAL CONouin. "· PllESSCJE nEGUIATlo:1 OM<E: 1. PRESSURE REGULATION DEVICI SHALL RE THE TYPE, SIZE AND PtRfORMANCI SPtOFIED IN THE IRRIGATIOO LEGEND. L DACIIFI.G,7 Pr.EVHlllC:1 DMCE: 1. BACJ<FLDW PREVENTION DEVICE SHALL RE OF THE TYPE AND ~lE INDICATED ON THE PLANS. BACJ<FLOW PREVENTION DEVICI SHALL MEfT THE STANDAl'JJS Sf! BY THE STATE OF CALIFORNIA, CALIFORNIA ADMINISTRATIVE COD~ TITLE 17 • 'REGULATIONS RELATING TO OlOSSCONNECTIONS'. 2 BAO<FLDW PREVENTION DEVICE SHALL RE FITTED WITH RESILIENT SEATED TEST COO<S, ANO W1TH RESILIENT SEA TED SHUT-OFF VALVES CAPABLE OF /SOLA TING THE DEVICI FROM THE REST OF THE SPRINKLER SYSTEM. UISTALLAnc;1 PrlCCEIJllrllES: • A. GEtlEClAl: 1. IF NO DETAIL IS PROVIDED FOR WORK UNDER THIS CONTRACT, INSTALL IN ACCORDANCI W1TH MANUFACTUREWS RECOMMENDATIONS OR RECOMMENDED STANDARD PRACTICI. SUBMIT RECOMMENDED PROLIDURES TO OWNER'S REPRESENTATIVE BEFORE PROLIEDING WITH WORI(. l. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. VALVES AND OTHER IR!lGATION EQUIPMENT SHALL RE LOCATED IN PlANTING AREAS. PIPING SHALL RE LOCATED ALONG THE INSIDE EDGES OF PlAIIIING AREAS EXCil'T WHERE NOT FEASIBLE TO DO SO. 3. PLANTS 24" BOX SIZE AND LARGER SHALL IIE PLANTED BEFORE MAINLINES ANO LATERAL LINES ARE INSTALLED. O. \"/ATER St.7PLY: 1. CONNECT IR!IGATION SYSTEM TO POINT OF CONNECTION (PO() AT APPROXIMATE LOCATIONS SHOWN 00 DAAW1NGS. 2 ALLOW FOR MINOR CHANGES AT POC CAUSED BY ACTUAL SITE CONDITIONS. 3. VERIFY AVAILABLE WATER PRESSURE AT EAOi MITTR LOCATION Pl'lOR TO COMMENONG CONSTRUCTION OF IR!lGATION SYSTEMS. NOTIFYTHE OWNEWS REPRESENTATIVE IMMEDIATELY IF PRESSURE IS NOT TilAT WHIOi IS INDICATED IN THE DRAW1NGS, OR IS NOT SUFFIOENT TD OPERATE SYSTEMS AS DESIGNED. IF NOTIFICATION IS NOT PERFORMED THE CONTAACTOR SHALL ASSUME RESPONSIRLITY FOR Am REQUIRED REVISIONS. C. ELEClnlCALSt:?PLV: I. CONNECT POWER AND CONNECTIONS TO THE AUTOMATIC CONTROLLER AS INDICATED ON THE DRAW1NGS. 2. CONTAACTOR SHALL COMPLY WlTH APP!.ICABLE CODES AND ORDINANCIS. l. CONTRACTOR SHALL COORDINATE W1TH OWNER AND OTHER TAADES TO HAVE POWER AVAILABLE TO THE CONTROLLERS WHEN NEEDED. o. mmaJt1G: l. DIG TRENCHES STRAIGHT AND SUPl'OIIT PIP£ CONTINUOUSLY ON OOTTOM OF TRENOi. LAY ~Pt TO AN EVEN GRADE. FOLLOW LAYOUT INDICATED ON DRAW1NGS. 2 DEPTH OF TRENOiES SHALL BE SUFFIOENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP OF THE PIPE AS INDICATED IN PIP£ DEPTH SECTION UNDER THE IR!IGATION PIP£ ANO FITTINGS HEADING. E. rnmGA110:1 PIPEAflD FlmflGS: 1. ASSEMBLIES: a. INSTALL NO MULTIPLE ASSEMBLIES. PROVIDE EAOi ASSEMII.YW1TH ITS OWN OUTlfT. b. PVC TO MElAL CONNECTION SHALL RE BY PVC MALE THREAD ADAPTER FITTING SCREWED INTO MITAL FEMALE FITTING, OR BY MfT AL MALE THREAD ADAPTER FITTING SCJ11WED INTO PVCFEMALE FITTING. < TEFLON TAP£ SHALL IIE USED ON ALL THREADED PVC TD PVC AND PVCTO MfTALJIJINTS. d REMOVE BURRS FROM PVC AP£ ENDS PRIOR TO CONNECTING OR SOI.VENT WEI.DING. USE SOI.VENT MANUFACTURER'S RECOMMENDATIONS FOR ClEANING ~Pt ENDS Pl'lORTO MA~NG SOLVENT WELDED CONNECTIONS. e. ALL PVC PRESSURE PIP£ 2' ANO LARGE~ SHALL HAVE THE COPJlECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY AllRUl'T GLINGE OF ALIGNMENT AT BALL VALVES, AT TEES, ATELOOWS, ANO AT ENDS OF NPE RUNS, AND WHEREVER FIELD CONDITIONS OCCUR WHIOi REQUIRE ONE. REFER TO SAN DIEGO REGIONAL STANOAl'JJ DRAW1NGS W-17, W-l~ANO W-19. ~ZE AS FOR FOUR INCH PIP£ FOR THE MOST REST~CTIVE sm CONDITION. f. IRRIGATION ORCUITS SHALL RUN PARALLEL, OR AS UOSE TO PARALLEL AS 15 PRACTICAL, TO THE CONTOUR LINES. 2 ~PEDEl'THS: DEPTH OF NP£ SHALL IIE SUFFIOENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP Of THE PIP£ AS FOLLOWS UNLESS INDICATED DIFFERENTI YON DRAW1NGS OR AS PtR OTY OR COUNTY CODES OR REQUIREMENTS: a. REQUIREMENTS: 1. PLANTING AREAS: NON-PRESSURE LINES· 12" OF COVER (18" OF COVER IF 3" I.D. PIPE] PRESSURE LINES-18" OF COVER (24" Of COVER IF 3" I.D. PIP£) 2 PAVEDAREAS: NON-PRESSURE LINES IN SLEEVES· 30" Of COVER PRESSURE LINES IN SLEEVES· 36" OF COVER ELECTRFCAL WlRES IN SLEEVES -36' OF COVER 3. LINE UEARANCI: a. POTABLE IR!IGATION LINES SHALL HAVE A UEARANCI Of 6" OR MORE FROM EAOi OTHE~ AND FROM LINES Of OTHER TAADES. b. PARALLEL IRRIGATION LINES SHALL NOT RE INSTALLED DIRECTLY OVER ONE ANDTHE~ NOR AGAINST THE SIDES OF THE TRENCH. 4. FLUSHJNG ANO ADJUSTING SYSTEM: '· AITTR IR!lGATION PIPtLINES ANO msERS ARE IN PlACI AND CONNEITTD, AND Pl'lORTO INSTALLATION Of IR!lGATION OF IR!IGATION HEADS, OPEN THE CONTROL VALVES AND USE A FULL HEAD OF WATER TO FLUSH OUT SISTEM. AFTER THE SYSTEM IS THOROUGHLY FLUSHED, PJ'SER SHALL RE CAPPED OFF AND THE SYSTEM PRESSURE TESTED. b. ADJUST VALVES AND ALIGNMENT ANO COVERAGE OF IR!lGATIDN HEADS. ADJUSTMENTS MAYING.UDE OiANGES IN NOZZLE SIZES AND OEGIUS Of AOC THESE GLINGES SHALL 11E MADE WlTHOUT ADO/TIONAL COST TO THE OWNER O!!TAIN COVERAGE TEST APPROVAL FROM LANDSCAPt ARCHITECT Pl'lOO TO PLANTING OR SEEDING. c SYSTEMS REQUIPJ'NG FLUSHING SHALL ACCOMMODATE THE WATER GENERATED BY THE FLUSHING WITHOUT EROSION OR DISTUR!IANCE TO THE PlANTING. WATER SHALL IIE GLINNELED INTO ADJACENT DRAINAGE STRUCTURES (SWALL Gum~ fl() WHERE POS~llE. S. HYDOOSTATICPRESSURETEST: a. NOTIFY OWNms REPRESINTATIVE 48 HRS PRIOR TO HYDOOSTATIC PRESSURE TEST. TESTING SHALL OCOJRPl'lOO TO BACJ<FILLING AND INSTALLATION OF AITTVALVES. b. NO TESTING SHALL OCCUR. NOR SHALL Afff WATER 11E ALLOWED INTO Afff SYSTEM IIEFORE THE SOI.VENT MANUFACTUREWS RECOMMENDED CUml-lG TIME HAS ELAPSED. < TEST All PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 1lS LBS PER SQUARE INOl FOR NOTLESS THAN FOUR HOURS. TEST ALL NON-Pl'ESSURE LINES UNDER EJQSTING STATIC PRESSURE. d IF LEAKS DEVELOP, REPLACI JDIIIIS AND REPEAT TEST UNTIL SYSTEM ISPROVENTOIIE WATERTIGHT. e. FURNISH NECBSARY FORCI PUMP AND OTHER TEST EQJIPMENT. F. REEVES: 1. SLEEVES SHALL IIE A MINIMUM OF TWO TIMES LARGER THAN PIPE OR WlRE BUNDLE IT ENUOSES. ONE PIP£ PtR SLEEVE. PIPE SIZE SHALL IIE l' MINIMUM. . 2. AP£ SLEEVE UNDER rnSTING OR FUTURE PAVING SHALL IIE INSTALLED PRIOR TO PAVING OR RE-PAVING ANO SHALL EXTEND 12• BEYOND EAOi SIDE OF PAVEMENT. THE LETTERS "E" FOR ELECTIIFC ANO 'W" FOR WATER SHALL RE STAMPtD OR illSELEO IN THE PAVEMENT DIRECTLY ABOVE THE SLEEVE ON 00TH SIDES OF THE OlOSSING. 3. SLEEVE MARXE~ MElALLIC BAffiD LOCATING TAPE SHALL 11E INSTALLED ALONG THE ENTIRE LENGTH OF All SLEEVES, 12" DIRECTLY A/lOVE SLEEVES. 4. CONTAACTOR SHALL IIE RESPONSIII.E FOR SLEEVES AND GlASES UNDER PAVING, THROUGH WALLS, fl(, UNLESS OTHERWlSE NOTED. G. VALVES: 1. REMOTE CONTROL VALVES ANO PRESSURE REDUONG REMOTE CONTROL VALVES: a. VALVES SHALL IIE L 0CA TED IN SHRUB PLANTING AREAS WHERE POSSIBLE. b. VALVES SHALL 11E GROUPtD TOGETHER WHEREVER POS~BLE AIID INSTALLED IN INDIVIDUAL VALVE /lOXES. < REMOTE CONTROL VALVES SHALL 11E OF SLOW UOSING DESIGN, AND AUTOMATICALLY UOSE IN THE EVENT OF POWER FAILURE. d REMOTE CONTROL VALVES SHALL RE SIZED TO PROVIDE ADEQUATE PRESSURE DIFFERENTIAL FORPPDPER Ci'ERATION. e. WHERE THE PRESSURE AT THE REMOTE CONTROL VALVE EXCEEDS 80 PS.I. (DUE TO ELEVATION DROPS, fl(), A PRESSURE RE DUONG VALVE SHALL 11E USED TO FIEDUCI PRESSURE TO DESIGN LEVEL~ ( VALVES SHALL IIE ADJUSTED SO THAT THE MOST REMOTE lmNl<l.ER HEADS OPERA IT ATTHE PRESSURE RECOMMENDED BY THE HEAD MANUFACTURER . VALVES SHALL RE ADJUSTED SO A UNIFORM DISrnlllUTION Of WATER IS APPLIED BY THE lmNKI.ER HEADS TO THE PLANTING AREAS FOR EAOi INDIVIDUAL VALVE SYSTEM. g. PROVIDE A PVC UNION ON THE DOWNSTREAM ~DE Of THE VALVE. CONNECTIONS SHALL RE MADE HORIZONTALLY. 2. BALL VALVES: a. BALL VALVES SHALL RE LOCATED IN SHRUB PLANTING AREAS WHERE POSSIBLE. b. BALL VALVES SHALL RE INSTALLED TO DIVIDE THE IRRIGATION SYSTEM INTO CONTROLLABLE UNITS, ANO TO AVOID DRAINING LONG /UNI OF ~PING FOR SYSTEM REPAIRS. c BALL VALVES SHALL ISOLATE ALL LOOPED PORTIONS Of MAINLINE NETWDRl(S. 3. OiECKVALVES: ,. PROVIDE A MANUFACTURER INSTALLED Qi[(]( VALVE IN EACH SHRUB HEAD ON msER WHEN A MANUFACTURER INSTALLED Qi[(]( VALVE IS NOT AVAILABLE, OR WHERE THE SYSTEM ELEVATION GLINGE EXCEEDS TEN FEIT, PROVIDE AN IN LINE OiECK VALVE ON THE ruSER OF EAOi SHRUB HEAD ACCORDING TO DfTAILS. b. PROVIDE A MANUFACTURER INSTALLED OJE(]( VALVE IN EAOi POl'-UP HEAD. WHEN A MANUFACTURER INSTALLED OiE(]( VALVE IS NOT AVAILABLL OR WHERE THE SYSTEM ELEVATION GLINGE EXCIEDS EIGHT FEET, PROVIDE AN IN LINE Qi[(]( VALVE ON THE SW1NGJOINT ASSEMBLY OF EAOi POP-UP HEAD ACCORDING TO DETAILS. 4. QUICK COUPLING VALVES: a. QUI(]( COUPllNG VALVES SHALL RE LOCATED IN SHRUB PLANTING AREAS WHERE POSSIII.E. b. QJI(]( COUPLING VALVES SHALL IIE SEl APPRO~MATELY 12" FROM WALKS, OJRBS, HEADERS, OR PAVED AREAS WHERE APPLICABLE. VERTICAL POSmONING OF QUICK COUPLING VALVES SHALL BE SUOi THAT THE TOP OF QUICK COUPlER 'MLL IIE 1/l" ABOVE SETTlED FINISH GRADE AS DETER"11NED AFTER THE TUPJ' IS ESTABLISHED AND 3• ABOVE SETTlED FINISH GRADE IN SHRUB AREAS. c. QU[CKCOUPUNG VALVES: PER THE D!RE:CTIDN OF THE 0TY OF SAN DIEGO WATER UTILITIES DEPARTMENT, QUl(]( COUPLING VALVES ARE NOT PtRMITED TO RE CONNECTED TO REG.AIMED WATER IR!IGATIOO SYSTEMS. IL VALVE/PULL COX: 1. VALVE BOXES SHALL BE Sf! ONE HALF INOi (1/21 ABOVE THE DESIGNATED FINISH GRADE IN LAWN AREAS AND • TWO INCHES (li ABOVE FINISH GRADE IN GROUNDCOVER AREAS. •• 1 VALVE BO)IB ADJACINT TO WALKS OR PAVING SHALL NOT BE INSTALLED HIGHER THAN FINISH SURFACE OF ADJACENT WALK OR PAVING .. 3. INDICATE ON VALVE /lOXUD EITHER P.a FOR PULL /lO~ av. FOR BALL VALV~ OR THE IDENTIFICATION NUMBER OF THE REMOTE CONIBOL VALVE AND CONTROLLER UOCK LETTERS SHALL IIE 3• HIGH, 1/l" WlDE AND BURNED INTO THE LID WlTH A SOLDERFNG IRON OR ENGRAVED INTO THE LID WlTH A ROUTIR I. SPmtmLEl l:!ADS: 1. SPRFNl<l.ER HEADS AND ruSERS SHALL 11E INSTALLED ACCOl'JJING TD Off AILS. 2 SPAONG OF IR!IGATION HEADS SHALL NOT EXCEED MAXIMUMS PER THE IR!IGATION LEGEND. 3. INSTALL SPl'lNl<l.ERHEADS ll" FROM Afff VERTICAL SUIIFACI (WALLS, FENCB, BUILDINGS, fl(). 4. INSTALL POP-UP TYPE HEADS ADJACINT TO WALKS, PAVING, HEADERS, GLAZJNG, AND TOP Of RETAINING WALLS TYPICALLY. S. TOP OF POP-UP TYPE HEADS ADJACINT TO WALKS OR PAVING SHALL NOT RE HIGHER THAN FINISH SURfACI OF ADJACENT WALK OR PAVING. 6. CONTAACTOR SHALL ADJUST ALL IR!IGATIDN HEADS TO FULLY COVER All PLANTING AREAS AND NOT THROW ONTO WALKS, /lUILDINGS OR 'MNIJOWS WHEREVER POSSIBLE. IR!IGATION SYSTEMS SHALL NOT SPRAY WATER ACROSS SUBDIVISION BOUNDARY LINES. WHERE ON-SITT FIELD CONDITIONS REQUlRE OiANGES, HEADS SHALL RE ADDED OR OELITTD IN ACCOROANCI W1TH THE MAXIMUM SPA□NG LIMITS ESTABLISHED IN THE IR!IGATION LEGEND. ~PE ~~NG SHALL BE ADJUSTED ACCORDINGLY. WATER VELOCITY IN ~PtS SHALL NOT EXCEEDS FEIT PtR SECOND, ANO FLOW SHALL NOT EXITED RECOMMENDED MA~MUM OF REMOTE aJNTROL VALVE ~ZE. 7. IRRIGATION HEADS WlTHIN A OROJIT SHALL HAVE A UNIFORM PREOmATION RAIT. DO NOT INTER"11X DIFFERENT TYPES OR BAANOS OF IRRIGATION HEADS ON THE SAME OROJIT. J. llJIHI SErlSlflG CMW: RAIN SEN~NG DEVICB SHALL RE INSTALLED PER THE MANUFACTUREWS RECOMMENDATIONS. "· cu;nr.01 rilnmG: 1. INSTALL WlmNG IN SAME TRENCH AS PRESSURE SUPPLY LINES WHEREVER POSSIBLE. 2 THERE SHALL 11E EIGHTEEN INOiES (181 COVERAGE Of EARTH OVER THE 14-VOLTCONTROI. WlRE. INSTALL WlRE IN TRENCHANDTAPtTO MAIN LINES ON SIDE OF PIPE, WHERE APPLICABLE, AT HJ" INTERVALS. 3. NOSPllCESSHALL 11E MADE BETWEEN CONTROLLER AND AUTOMATIC CONTROL VALVES. 4. ALL SPLICES SHALL IIE ENCASED IN WATEFmJOF CONNECTORS PtR APPROVED MATERIALS. 5. PROVIDE TWO SEPARATE SPARE CONTROL WlRES TO EAOl SINGLE VALVE OR VALVE MANIFOlD (A VALVE MANIFC>LO IS CONSIDERED ANY VALVE GRUJPING \YHEREVALVES ARE PLACED NO FURTHER THAN 3' APART). two SPARE Wlffs v-MIQ-1 are LOOPED FROM VALVE TO VALVE ARE NOT ACCEPTA!l.E. SPARE WIRE ENDS SHALL BE ENCASED IN WATERPROOF CONNECTORS PER APPROVED MATEIIFALS. 6. EAOi INDIVIDUAL CONTROLLER'S CONTROL WIRES SHALL BE BUNDLED AND TAPED TOGETHER WITH COi.OREO TAPE AT INTERVALS NOT EXCIEOING TEN FEIT (1a). CONTROLLER IDENTIFICATION TAPE COLORS SHALL Bl'AS FOLLOWS: CONTROLLER COLOR E BROWN 7. TRENOi MAJO<Ell: WHEN CONTRACTOR CANNOT INSTALL CONTROL WlRES IN THE SAME TRENOi AS THE PRESSURE SUPPLY LINES, All DIRECT BUPJAL WlRES SHALL Bl' MARl<lcD W1TH A CONTINUOUS RED COLORED TRENCH MARXER PLASTICTAPt PlACID NINE INCHES (91 BELOW FINISHED GRADE OIRECTL Y ABOVE THE BUPJ'ED WIRES. 8. IDENTIFY CONTROi. WlRES WlTH PtRMANENT LAIIELS WHIOi INDICATE THE WIRE'S CONTROLLER AND VALVE NUMBER A TT AOi W1RE LAllELS AT CONTROLLER AND llOTH SIDES OF Afff SPLICE. 9. IN LINE WlRE SPUCB SHALL 11E MADE ONLY IN PULL BOXES OR VALVE /lOXES. 10. All WlRES IN PULL /lOXES SHALL IIE LOOSE AND SHALL NOT COME WITHIN THREE INOiES (31 FROM LIO. BOXES SHALL RE SIZED ACCORDINGL YTD ACCOMMODATE THIS REQUIREMENT. 11. WlRE CONNECTIONS: NEUTRAL, mm AND SPARE WlRES SHALL RE INSTALLED W1TH A 1· DIA. BY l'JJ" LONG COILED EXCESS WlRE LENGTH AT EACH ENO ENUOSURE. WlRE SPLICE, AND 100' ON CENTER 12 TESTING: ALL WlPJ'NG SHALL BE TESTED FOR CONTINUITY, <nN OROJITS, AND UNINTENTIONAL GROUNDS PIIOO TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESJSTANCI TO GROUND SHALL IIE FIFTY (SO) MEGAOOMS. AITTWlraNG NOT MEEl/NG THIS REQUIREMENT SHALL IIE REPlACID, AT THE CONTRACTOR'S EJIPENSE. L DAmFIWl'IG: 1. DO NOT BACJ<FILL THmPt JOINTS UNTIL THE SYSTEM HAS REEN PRESSURE TESTED AND ACCil'TED. 2 MEGLINICALLY COMPACT BACJ<FILL FOR TRENOilNG TO DRY DENSITY EQUIVALENT TO ADJACENT UNDISTUPllED SOIL, ANO MEfT ADJACENT GRADES WlTHOUT SUNrJ:N AREAS, HUMPS OR OTHER IRREGULAIIFTIES. J. PLACE 6' OR MORE Of 0.EAN SOIL, FREE OF DEBRlS, RO([(, fTC AS INITIAL BACl<FILL ON PRESSURE SUPPLY LINES. 4. PLACE FINE GRANutAR MATERIAL YVITH NO FOREIGN MATTER LARGER THAN 1/r lN SIZE AS INITIAL BAQIJILL ON ALL NON-PRESSURE LINES. 5. PLACE A MINIMUM OF 6" OF SAND ON l'/PtS LOCATED UNDER AREAS WHERE PAVING Will RE INSTALLED. USE SPEOFIED INIT1Al BACJ<Flll FOR REMAINING FILL AS NECESSARY. 6. INSTALL Nl'ING UNDERrnSTING WALKS BY JETTING OR/lOONG. IF CUTTING ORBREA~NG Of WALKS IS NECESSARY, IT SHALL IIE DONE ANO REPLACIO AS A PART OF THIS CONTRACT. O!!TAIN P£R"11SSION FROM OWNEWS REPRESENTATIVE BEFORE PROCIEDING. ti. A IJIOi'JA 11 C C:C ~ Tr.OW.15: 1. THE AUTOMATIC CONTROLLER SHALL BE INSTALLED AT THE APPROXIMATE LOCATION SHOWN ON THE PIAN IN A MANNER RE©MMENDED BV THE MANUFACTURER. CONTRACTOR SHALL CONNECT REMOTE CONTROL VALVES TO CONTROLLER TO COAAESPOND WITH THE STATION NUMBERS, IN THE SEQUENCE SHOWN ON lHE PLANS. l. CONTROLLERS SHALL BE PROGRAMMED SO WATEruNG WlLL NOT INTERfERE WITH CONSTRUCTION OR NORMAL USE OF THE PROPERTY. 3. ALL LOCAL ANO OTHER APPi.i CABLE CODES SHALL TAKE PRECEDENCE IN CONNECTION OF THE 110 VOLT ELECTruCAL SERVICI TO THE CONTROLLER OWNER SHALL PROVIDE POWER TO THE CONTROLLER CONTRACTOR SHALL COMPLITT HOOK-UP TO THE CONTROLLER 4. CONTROL MEGLINISMS FOR MOISTURE SENSING SYSTEMS SHALL RE ACCOMMODATED WlTHIN THE CONTROLLER ENUOSURE. ti. PnESS~;iE r.E<i~lAllO:I U.VIW: 1. PRESSURE REGULATION DEVICB SHALL IIE INSTALLED ON Afff SYSTEMS WITH A STATIC INLfT PRESSURE AT THE POIITT OF CONNECTtON GREATER THAl'l 80 PSI UNLESS SPEOFICALLY APPROVED BY THE PLANNING DIRECTOR. PRESSURE SHAll llE REGULATED TOA PRESSURE ADEQUATE TO OPERATE THE EQUl™ENT AT DESIGNED PRESSURES W1TH All INOOENTAL AND LINE LOSSES INUUOED. 2. PRESSURE REGULATION OEVIG:S SHALL ef INSTALLED ABOVE GROUND, IN LINE WITH THE BACKFLOW PREVENTION DEVICE, MA~NG ONE (OMPLfTE ASSEMII. Y. 3. ADJUST PIBSURE REGULATION DEVICES TO AO-HEVE 10 PSI MORE THAN THE MINIMUM HEAD OPERATION PRESSURE FOR EAOi TYPE OF HEAD AT THE HIGHEST SYSTEM AND/OR HIGHEST AND LARGEST SYSTEM. SEE IRRIGATION LEGEND FOR THE LOWEST OPERATING PRESSURE RANGE OF EAOi HEAD TYPE. . , O. llACIIFLOl7 POM!lllO:I lr.llTS: 1. BAO<FLOWPREVENTERASSEMBLIES SERVING POTABLE WATER SHALL RE LOCATED IN SHRUB AREAS. FINAL LOCATION SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRlORTO INSTALLATION. P. a.EA!l·U?: 1. UPON COMPLETION OF WORK IN THIS SECTION, CONIBACTOR SHALL REMOVE ALL RUBBISH, TRASH, AND OEBPJS RESULTING FROM THE OPERATIONS; REMOVE UNUSED EQUIPMENT AND IMPLEMENTS OF SERVICE; LEAVE ENTIRE AREA INVOLVED IN A NEAT AND ACCIPTABLE CONDITION sum AS TO MEET THE APPROVAL OF THE OWNEWS REPRESENTATIVE. CITY OF NE',,'lfPORT BEACH THIS PUW IS SfGNEV BY TH£ arr OF N£WPORT Bt.~.c:H F'OR CONCEPT AND ADHEF?mCE TO CITY STANDARDS AND RE"QUJREND'fTS ONLY. lHE. CITY IS NOT R5PON- SIBt£ f'OR O~GN ASSUMPTIONS AND ACCURACY, APPROVED/,/~--t,, •,.,. su7~7'tJ tNGINEER DATE APPROVED './J.. 11-2 ,i-oo / u:'IJT_),-a .. m,IN£ER DATE ,,,.----........ ----------- en z 0 ~ u:: 0 w . a.. en z 0 i== <( CJ rr: rr: w a.. <( 0 en 0 z :5 PLAN DATE 17 JUI.YOO REVISIONS PROJECT SCALE DESIGN DRAWN SHEET 0 "' "' N a, <C -z .. 0 "" -..., <C u :r: Cf) u ~ <Co "' 0 ~ "' "' " 0 r-' .. 0 ... ~ o.., p.. ~ 3: ::; "' -< z " - ,:Cl -0 .. u 0"' "' z -"'0 ~ ... :r: ..... -p.. u ;:, "' u,..., < "' :r- P-. t:l > ..., "' .. ;:, :r: r- c.: <C u <C ::, -... 0 ... BID SET 96.027 NO SCALE BA Ill. Ll-4 OF \[) l '' l.p r-- l!J \ oc c:._ ~ a: 0 a: w (0 2: :J z rJ ~ ~ v CJ VI z --.) IJ \ . q 0 C ~ a o o. rr C D a w u " a 5 I z ~ z " 0 ~ ~ 4 u w z > g; • I I j I' r--I I: ~ a: w (0 2: :J z CJ u w Z rr , ~ ;a ;; -2; g " . o W 0 0 • z ~ £ ~ - i ' I w i" ~ w i" i" 2 w w 'ff?: ;-1/1:Z-1/,· ,: /•;;/, {ff½ SEE 9-EETS U:.1, LJ.1,l'fil.1.lSl'-1 KEY MAP N.T.$. I I I I ROOT BARRIER (TYP. I I I ' , I I I I 0 0 PLANT LEGEND Trees Symbol Size 0 J6• Box 0 36' Box Qty. Botanical Name Liquidambar s. 'Rotundiloba' Pinus canariensis Common Name American Sweet Cum Canary Island Pine Remarks Std. Std. Min. HI., Width, & Cal. 8'x3'x3/4" 8' X 3' xJ/4' .:i=-~:;,;ni:m~~RaT=ieeAcH CITY OF NE\"JPO CV/PORT B&'C'H ~ -THCOTYOFN DS 11-ffS Pt.AN JS SIGN[O BY~CE' TO QTY STANDAR, roR CONCfPr /IND ~Y.""'~. C,TY IS NOT RESPDN- ANO R£0UIRWENTS lsSuMPTToNS AND ACCURACY. StBI.E FOR 0!5/GN I~ //-Jo,-,.-APPROVED <-1£m.~-? GINEER • DATE: APPROVED NOTES: FOR PLANTING DETAILS SEE SHEET LSLS:~ FOR PLANTING SPECIFICATIONS SEE SHEET I .-:::::::::i, I m I I rn 0 10 20 40 < -z 0 ~ -<z~ O <--.....:i ~O< i:i:iu 0 ;:g ~ ~J:;Ll~ i:i:iU o~< ~ 0 J:;Ll ~~ ~ ;:g E-s Z <~ t----.Q 0 PLAN DATE 17JULVOO REVISIONS PROJECT SCALE DESIGN DRAWN SHEET p., ~ J:;Ll z ~ a.. (!) z ~ a.. w w a: 1- UJ a.. (3 en 0 z :5 LT OF 0 '° "' N "' < -< z ~ 0 ... -...., ..., ., ~ ::, :i:: f-< ~ < u < ::;; .... ... 0 ... BID SET 96.027 1·=20'-0" BA BA P-1 '1/t?