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DWG 337-9N; CT 94-01; POINSETTIA SHORES; 01-09
GENERAL NOTES RECLAIMED WATER NQJEI ,_ :z. 3. 4. 5. 7. •• 11. 11. 14. , .. 11. 11. 1a. * 19. ALL WORK SHAU ee DONE IN ACCORDANCE WITH THE CAALS&IJ> MUNICIPAL WATER DISTRICl'S "CARI..SBAO RECLAMATION RUlES a REGUATIONS FOR CONSTRUCTION OF REClAIMED WA TEii UAJNS" DATED OCTOBER 1 !i193. ALL PUBLIC FACUT1ES SUCH AS COMFORT STATIONS. DAINKING FOUNTAINS, ETC. StW..L BE PROTECTED FROM SPRA.Y 8Y RECl.AIMEO WATER. NO PONDING, RIM-Off OR ~RAY IS PERMITTED. HOSE BIBS AAE STRIC n. Y PROHIBITED. ON-SITE CROSS-~ECTIONS Bf::TWEEN REClAIMED WATER UNE-S ANO POTASLf WATER UIES IS STRICll Y PAOHBTED. NO SUBSTITVTIOH OF PIP£ MA.T£RIALS WILL Bl ALLOWED WlltlOJT PAIOfl APPROVAL OF THE CITY OF CAfllS8AD Ml.NICFAL WATER DISIBICT. ALL ON-SITE PIPES SHAU HAVE WAflNING TAPE 1'£11 CAR..SBAD MUNICIPAL WATER DISTRICTS RULES~ REGU..ATIONS. THE IRRIGATION SYSTEMS SHAU ~ IIETW££H THIE HOURS Of' 10:0CI P.M. ,v,io 1:0I A.IL THE FOUOWING MORNNG !SPOT IRRIGATION COIAD BE DONE JtoT A DlffEIIENT TM£ M™ CUAUFlED Sl.ftJMSl()N P£RSafiB. ON SIT£.). PR0WlE A MIN..._.. Cf' AT L.EA$I' 11 INC>ES OF COVEROVEIIAU. WW INl N#D f'1PINll. PRIVATE LOTS SHAUN l'AOTICTED FROM CONTM:f fR()M IIEClAIUEO WATEII,, 'MIEDER 8Y M<I08lOWN SPRAY 0A fl'( DIRECt N'fl.lCAllC»t 1I-R1JGH ~llON CJI OTH(II APPROVEO USE UOC OF PROTECTION, WHEntEII BY DESIGN. CONSlllUCTION ~TICE OR SYSTEM OPEAATION, IS S 1....,-n. Y PRCIHBTHl COHTRACTOfl SHAU ADJUST HEADS TO PREVENT OVEII-SPRAYJNQ ON AU SIOEWAU(S. S'fflEET, NfD PAN A TE LOTS. QUICK COUPLING VALVES SHAU HAVI! A SP£CW, couP\.E KEY PEIi CAIILSIIAD MUNICIPAL WATER Ol$TRICT'S llll..ES ~ AFG! I ATlOI& METERS SHAU IIE SIZED ll'Y Tl€ CITY Cl' CAIILS8AD Ill NC•Al WATB' Dti\11CT. M.l ~AIGATION .... 9HAU N STENCa.S), OOI Ofl COOED ("'-"'ll} AHO l.AIO Wffll WARNING TAPE PEii lHE CITY OF CNI..SBA0 wt.NCFAL WATBI DISTRICl'S RULES ANO REGUI..A TOI$. AU. l'OTABl..E WATU AHO 11ECU1MED WATUI PIPIG 3tMll N INS"'N I ED wmt THI STENCU«l OAIENTIDTOWAAD 1'Hl 10P Cl' 11-C TR8CH. 'MiEN A POTASL.E WATEJII lM AHO l'IECUIU£I) WATEII LINE Cl"CSI, .... IIECI.MIEO UHE SHAlL BE l"ISTAl..l.ED Wl1lilil A l'ROTICTM SUEVI. THI llHVE SHN.l. EXTEND 10 FEET FROM EACH S10E. FROM TiiE CENTER LINE Of POTAIIU! 1J11E. l'<lR A TOTAL 0, 20 FEET. A 10 FOOT HORIZOHTM. SEPARATION 8ElWE£N l'OTA8LI WATUI NC l'lfQ ~MEO WATER MAINS IIU$T BE MAINTAINED AT ALL TWO. lHI! f'OTAIILI lM IIIIUSl Bl INSTAU.£0 ASOYE THE AECI Ulf?• ..e, A MINIMIM 01' 12 INCHES 0.-Y£RTICAL IUAAATION IElWEEN ·.JTIUT1ES M.JST H MAINTAINED AT AU lMES. DEVELOPERICOHTRACTOR SHAU CONOUCT A CIIOSS--COHNECTION n&T AHD COYERAGE TfST AS DIRECTED IY TH£ C>"51 11AO MUNICIPA&.. WATER OISTHICT SIGNAGE NOTES POINSETTIA SHORES RECLAIMED WATER SYSTEM (PRIVATE) THli FOU.OWING GUIDELINES FOR lliE USE OF RECLA!MED WATER ARE TO BE PERMANENTI.Y POSnO INSIDE THE DOOR OF EACH CONTRou.EII WHERE TI1EY AA£ E.ASllY IIISIBI..E. PLACE ON &-112" X 11" SUED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK l£TTERINO. L GU!OEI INES FOR RECJ M,IFO wme I l§f 1. IRRIGATE BElWEEN THE HOURS o, 10:00 ,._.,_ AND 1:00 All. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST 11E DONE MAHUAlL Y WfTH OUALFIED suPERVISOR'I' PERSONNB. 0N-$tfE.. NO SVST0,1 SI-Wl. AT NlY TIME BE LEFT IMATIENDED DURING USE OUTSIDE TttE NOru.1AL SCHEDl.l.L a. IRRIGATE IN A MMINER THAT WIU MINIMIZE Rl.fHlff. l'OOLJNG. AND PONDING. lH£ APf'I..ICATION RATE SHAU. NOT EXCEED lHllli ll'IFL TRATION RATE OF THE SOL TMERS IAUST BE A0.AJSTtD SO Al TO BE COWPATIBU WITH THE lOWE$T SOIL Wl.TMTION JIAT£ PRESEHT. 1MS PROCEDURE MAY BE JACl.lTATEO 8Y -nE EFFICIENT SCHECUING OF ll£ AUTOW.llC COHTllOl Ct OCl(S. ll.E~ f!MPU)Y1NG THE REPEAT FUNCTION TO 11AENC UPlHE TOTAL IRRIGATION TNE INTO CYCLES THAT WU "ROMOTE MAXlMUII SOil ABSORPTION). . ~,11 7'f ~~~~·~:....;.,;,,.:.~~~~~~~ /F::.::.:.:._~ --~ ";fi" ;;,"" ----- ... 5. I. 1. AO..UST sPRAY HEADS TO ELIMINATE OVEASPRAY ONTO AREAS NOT UNDER lH£ CONTROi. Of niE CUSTOMEll FOR EXAMPLE. POOL DECKS. PRIVATE PATIOS AND LOTS. ANO STREETS AHD SIDEWALKS. IIIOHITOR l,MJ MAM' AIN THE SYSTEM 10 IIINIMl2E EOOPMENT ANO MATERIAi. FAIWRE. BROKEN SPRtt«LE.R HEADS. llAKS. UNREUASLE VALVES, £TC. SH0VL0 BE REl'AIREO AS SOON All lllEY BECOME APPAAEHf, EDUCATE All WAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PREStNCE Of RECLAJMED WATEI\. PERSONNEL MUSl tlE H'Ofll,ED THAT 11.C. WATER IS MEAHT FOR lflR. l'IJRPOSES ONLY, ANO IS NOT APPROVED FOR DRINKING PURPOSES. HANO. TOC1 WAS..aNG •. ETC. GMN THE HGH TURNOVER RATE CJ' EMl'I.OYEES IN THE LAM)SCAPE NJUSTRY. rT IS MPORTANT THIS INFORMATION BE DISSEMINATED ON M Al.MOST OM. Y BASIS. IT IS YOU. Tl-£ LAN$CAPE CONTRACTOR WHO IS RESPONSIBE FOR EDUCATING EACH AND EVERYONE Of YOUR EMPI.OYEES- 08TAJH PRIOR APPROVAL OF AU PROPOSED CHANGES AHO MOOIFICATK)NS TO NlY PRIVATE ON-SITE fACLfTIES. SUCH CHANGES UVST IIE SIJBMITTEO TO. ANO APPROVED BY, Tt4! DISTRICT ENGINEERING OfFIC',E ANO DESIGNED H ACCOR0ANCII WrTH DISIBJCT Sf~. AU RECLAIMED WATER sPRlNKlER comR01. VALVES $HALL IE TAGGED wmi lOENTlflCATION TAGS. A. • .. •• -- SHEET INDEX TITLE/C.M.W.D. COVER SHEET IRRIGATION PLAN IRRIGATION LEGEND/DETAILS PLANTING PLAN PLANTING LEGEND, WALL & PLANTING DETAILS SPECIFICATIONS-IRRIGATION & PLANTING HifCHl'.lN PROCEDURES 1 2 3, 4 5 , 6 7, 8, 9 ~ -C- lf7 ~ . .--------.------..... '' ~>~_--1 cnr r.oostndoo 'csoecfloo Shan lnciudEr r ~ -·,,:~, . ' :z. 1 A . •-c. 0. E . f. l.oealloft ol pipe lines. T-deplll. ReQu1re<I --(l-4<>ri,onlally anl Vertioal!y). ~ ldenlillcation. fp.o.c:1) Points ol C"""""1ion$. I • .-o1Jn,, ond idenlifcallon ol spri,lldet-lleam. w.,n;r,g signs olt>e site and on lhe tvcl<s tta,r,ng ,_ _...,. { I ...:laimec wate,-is being use<! !or conslrudion). An appn,M1I IDll<or rvgarding lhe inspecoon of 1he project .r.aJ1 t,e' obtained II-om lie Clly and lhe dls1ricl. and M fowarde<f to !he Counly Heallh Oepam,ent prior ID tlnal inspadiM approval. PP1f1 fflli JnserUnn $lil" Ma,, ,. .. C. a. I!. F. a C-age lesl. an,,, oompleti<>n of tile sprinkler system. ID determine Ille ~ Of coverage on 1he approvw use area lltld protection ol a,eas not IIIP'O-IO< rec.eiving <eclaime<J wa!ef. WllminQ slllns and lal>les . Qlitt< coupllng --,.. aspects of lllfl lrrillation oondi11ons incfudl,,g wird>lo,,o IP'av. runoll and ponding -.uired profact!on of all residen~al areas. Required proteclion ol -s. streams.res&rv01rs, 81C. Crass-OOM<IC!ion. M .,, Powe n, '" Shan Mde: · A .......... iMpe<:1lon -sfloul(I rover Par! A. Pan B and Par! Gol Ille dslrlcls - ~- ENGINEER Ofl l}lf SNol 01£QOC(lU{TY DEPT. OF ENITIRONMENTAL HEALTH PfUOR TAGS SHAU IIE WEA THf_APIIOOf "'-ASTIC, r X 4", JI\JRPU: IN COlOR WITH ntE WORDS -WARNING REO.MilfQ WATER· DO NOT DRltfC IMPRMEDON ONE SIDE.~'AV,$0-t,GUA MPV&· N;'IOYNI' ON THE OTHER SIDE. IMPRINTING $HAU BE PE.Rl.lANEHT ANO Bt>.CK IN COLOR. USE TAG$ AS MANUFACTURED BY l. CHRISTY EHTERPRlSE$ O'l APPROVED EQUAL ff. :n. TO ANY USE Of REa.M.IEO WATEJI. OUICK COUPLING VALVES USED H IIECI.M.IEI) WATER SVS'fEMS SHAl.l CONFORM TO TiiE FOUOWIHG; Reclaimed Water -Quick coupling valves used in reclaimed water systems shall have ACME type threads and purple colored locking covers permanently attached lo the valve. Quick coupling valves shall be Nelson No. 7645, Hunter No. HVIOOA-RL-NP or approved equal. AN ANNUAL CROSS CONNECTIOH INSl'ECTIOH WU IE IXlHE IY EmER CAALS8AO MIJNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY OE,.ARTMENT 0, Ef'lVIRONMENTAL ,HEAL TH COPIES Of INSPECTION llfPORTS W1U IIE fOflWAAOE0 TO THE IIION- JNSl"£CTWG l'AATV. DEVELOPER SHALL NIE,ARE A S1GNAGE "-AN SHOWING TH£ LOCATION 0, RECLAIMED WAT£R "00 NOT ORN(" Sl"'JNS NfD Wli • ~ OH THESE l'V,N$. Ofjf TM3 SHAU BE ATTAC>IED TO E.ACH VALVE A.5 fOUOWS: • ATTACH TO VALVE STEM OIR!aCTLY OR WITH · PLASTIC TIE-WRAP~ 2. ATTACH TO SOLENOID WIRE OIRECTL.Y OR WITH PLASTIC TIE·WRAP QB. 3. ATTACH TO VAL.VE COVER WITH f;XISTING VALVE COVER BOL.T, ALL SPRINKLER HE.ADS SHALL BE IOENTFIED AS IIEClAWIEO w.4TfR SPRINIQERHE.AOS. EACH AUTOMATIC COl,ITROUER AND ITS ASSOCIATED (OUll'MENT StWL BE IOEHTlflED WITH A SIGH BEARING TkE WOfl0$1lfCLNMfD WATf8 tlSEP FOR IRS,GAIIOW IN ENGLISH N40 SPANISH,. WITH a.ACIC LETTERS l' HIGH ON A PURPLE IIACKGROLNO. THE SIGN SHAU. BE l'UCED SO THAT IT CAN BE READILY SEEH BY AHY OPEAATIOMS I'~ unJZlNG ll-iE EOUIPMEHT. 1'-23. AN OH-SITE USEAISUPERVISOA SHAU If DESOCATfO It WNilNG. lHIS NOIVIOUf4. DtCVtlf1A T ION O' RI: SPONSJl!lE ~RG.E ' . , PR::OJECT SITE --. LOT 7 ND· NOT TO SCALE TESIIlMA DESIGN GROUP , LANDSCAPE Al!.CHITECTIJRE LAND PLANNING 990:' _, .,..par11:. A-.e,. Suite C SOm Dieg<,, CA 92131 _ Telephone: {619)'.593--8824' FAX:(619)693-llB2 SHALL B€ fAMUAR wmt l'UMEl9«3 $Y$TEM$ wnwNllC ~. wmtllCE IASIQ CONCEPTS Of BACXFI.OWIC~TION "IIOTECl1ClH. ANO THl Sl'EClflC IIEOUIREMENTS OF A AECt.Al,EO WATS\ S"fSTBL (:(lf'E$ OF DE DESIQP,t4TICI(. wrTK CONT ACT PHONE NUU8ERS SHAU IE f'ROVIOED TO 'N SM DIEGO· COUHTY I HEREIJY OECI.ARE THAT I AM THE LICENSED C>(SIGNEII Of WORI( FOR THIS PROJECl, TMAT I HAVE EXERCISED RESPON$181.E CHARGE 01/ER THE OE.SIGN OF THE PflOJECT AS DtFIHEO IN SECTION Cll'Ol3 O' THE 8USJN€SS ANO PROfESSIC.»IS COOE. ANO TH.AT THE DESIGN IS CONSISTENT WITH CUMENT STANDARDS QfY Of OC:UNSIOI DEPT. OF ENVIRONMENTAL HEALTH ~CARLS8AO~AL.WATERDISTAICT. 24. IN CASE Of EMEFIGEHCY CONT>CT 8RIAN MU!Y!HY • __ ._1_8_103_1_-1_1_00 __ OR AFTER HOURS CONTACT_ BRIAN 11\.flPKI • ___!181831-9100 ITEMS NO'S I, 19 I 23 SHAll BE REQUIRED JUSl PA1011 TO THE ACTUAL . USE O' RECLAIMED ATER. JTEMNO. 22THE SIGNAGE "--AN SHAU IE PART OF THIS I.P BUT THE ACTUA!. SIGNS & TAGS Will IJE INSTALLED JUST PRIOR TO AClUAL USE O' R.C. WATER. SHOW AU PLIIUC I PAIVAlE l'Ol.A81.E WATER IMINS Clol IMPROVEMENT Pl.ANS, --BLACK LOOO I PURPl.£ IACKQAOUND I t• II.ACK LETTERS 1S1ZE112" XW WARNING REC\,\IMEDWATER DO NOT 01111( RECLAIMED WATER AVOO • AGUA M'URA NOTCMNI .DIIO A8S PLASTIC Oft STICK-ON VINYL SIGNS .ALIO . .t11AUNNM 1• Bl.ACK LETTERS 2" Bl.ACK LETlERI TYPICAL SIGNS I lNJERSTAND ™41 THE CHa.CK OF PROJECT DR.t.WINGS ANO SPECIFICATIONS BY THE cn"V 06 CAAl.SIIIO ANO THE COUNTY OF SAN DI.EGO DEPT. OF ENVIRONMENTAL HEAL TH IS CONFINED TO REVIEW ONLY AND OCJES NOT Rhl€VE-·ME. AS THE LICENSED DES•GNER OF WOfb<, ~""' RESPONSISIUTIIES FOR PROJECT DESIGN, FlfW NAMES a AOORESSES TESHIMA OC SIGN GRC,JP 9903 BUSINESSP.ARK A\IE SUITE 'C' SAN OIEGO. C,f\ 92115 PtOE NO'S 6191693-882◄ REGESTRATION NOS: CA UC. L.ANOSCAPE ARCHITECT fi<i!it EXPIAATIQN OATE: JI.A Y 30. 19116 WNINN3 RECLAIMED WATER DO NOT OAHC AV'l!/0-AO.IA IMPURA NOTOIIAR APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISB LOCATION Of PLANTING AREAS .. PROJECT SITE c,TT or ~,su CITY 06 (NCINIT AS VICINIR MAP NO S ALE CARlSIW) MUNtCrAL WATER l»STNCT wx1rsae .. ,. M.Utall.llf. .oeo A8S fllASllC CR STICl(.(INYM'I. SIGNS. WILLIAM E. PLUMMER,, DISTRICT ENGINEER . 28176 I-8 -16 DATE DEVELOPERS NAME: AOORESS: OATE PLAN PREPARED: GROUP KAIZA POIN$ETTIA. CORPORATION A CALIFOANIA COAPORA TION 7220 AVENIOA ENCINAS. SUITE 200 CAALSBAO. CA 92009 TELEPHONE: (11111 i31--fl100 AUGUST 3, 1994 8Y: TESHIMA DESIGN ·····•• w ....... ,.. ·•··· ---l'IC--l'IC -- r.:========::::!~~!!!!_!.=========11 APPROVED BY: DESCRIPTION: LOCATION: STANO.ARO ~SET. flU. SH IN EAST~ ON NORTH AB .. EN1' OF EASl' Bl'IIOGE. EXISTING POTABLE WATER SYSTEM EXISTING RECLAIMED WATER SYSTEM PROPOSED RECLAIMED IRRIGATION SYSTEM AREA OF RECLAIMED WATER USE LOCATION OF CONNECTION POINT/$ • METER & BACKFLOW PREVENTION GAfE VALVE "00 NOT ORlNK SIGN" LOCATIONS "AS BUil T" APPROX. 300 FE~ Of' S0Unl ENTRY TO CARLSBAD $TATE P 40 FEET EAST Of CENTER ,.,.. ____________________ ,_. IIECORO FROM: !ELEVATION: LINE Of NORTH . · CAFILSBA() 8LVO. ON PONTO smEET BRll'.>GE N0.A788l! NORTH COI.JN"TY VERTICAL CONTROL DATA BOOK. PAGE 135 NO. OC 0147 50.558 M.S.L O,.T\.IM: ENGINEEij{NG PLANCHECKER "-"isiOos must be appr<Mld by P'utlllc Healltt Engineer. ASSISTANT PLANNING DIRECTOR .& DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD, RC( ---DAlt: R(-.iEWEO BY: INSPfCTClA OAl[ a----+------1~----------+----r--r----r---____,,ITJI CIT!,.2! 0£~~BAD II gTS j PRO.l:CT NG. ORAWINC: NO SDP94-03 37-9N DATE: 11/14/95 J CMWD 93-304 @ TESHIMA DESIGNGROUP lANDSCAP& ARCIDTECTURE I.AND PLANNING 9903~Av<., Suit•C San Diel'>, CA 92131 T~ (619) 6113-8824 FAX; (6191 693-1182 IRRl(;ATI(')~ Gl=NERAL NOTES: I. 2. 3. Systems aie uesigned for a minimum of Ju pdi bi s,;,ir'~ie,· t,.;ads Contractor shall verify static water pressure at point of connection prior to installing irrigation system. Should static water pressure be less than 70 psi, contractor shall notify City's Representative for instructions prior to proceeding with installations Contractor shall verify proposed site locations of automatic controllers, mains, laterals and control wiring prior to construction. 4. ~ainline pipe and equipment are shown diagramm2.tically. All irriga1ion lines are to be installed in planting areas. All irriga1ion lines shail be installed outside of proposed planting pits. 6. 7. 8 rontractor shall coordinate all irriaation lines and con1roller wires wnn proposed 1oca1Ions 01 pIam 111j;:i11::1r1uI ~r1u rvv~ U<::lrIIt:I~ 1,Jr1uI lU ., :.;:-,,._:1iiCu:.~ i All irrigation sleeves shall be coordinated and installed prior to insta,:a1ion of any paving, wall footings / foundations, curbs c:nd etc. Contractor shall verify proposed loca1ion for backflow preventer and irrigation controller prior to installation. Valve call out: -CONTROLLER STATION NUMBER 2 1 11 ' 14-,4 EXISTING 12" SEWER PIPE VALVESIZE- DISCHARGE EXISTING MANHOLE ---t+- 9 10. Once the installation of the irrigation system. plant ma1erial and dk':•~90 systems is complete the cont1actor shall finish grac:,·, ,,ii landscape areas to provide a minimum of 2.0% slope toward drainage inlets/ catch basins. POPUP HEADS SHALL BE USED W/IN 70 ft. OF ANY PEDESTRIAN USE. I PRESSURE LOSS CALC. DATE: PREPARED BY: .. ,. ...OB NUMBER: 94-007 .1 0 -······ TESHIMA '2f"SK>N GROUP JOBTr'f.LE: POINSETTIAFI..V.F'ARK .... ·---··· ~w , ,,._~.,,.~,~~ HYDRAULIC C/\L~~.!J>:TK;.~: .... ST ATIO 20PSI ' "7~~Lf1IDPRESSURE: ,1!!1lfAl■111i . METER NO.: M4\g!~!!~]!!!!!!I SYSTEM: 1-L~!l!M!~ GPM: [Vi: {2 L'fg & ~· · • '!"™'!!~M@lWi! I, !!!!!!4! Ml· ... ,,,,9!¥,M'''·'•':'·' TP ,. }>t.~ --~~ :m' -~-' .. ,.~~-· .,... . '·" WATERMETER: 1•1/2~ 0.7 ······- BACKFLOW PRE;v_~~TER: 1-1.'2H 6.0 ...... REMOTE CONTROL VAi.VE: 1-1/2H 2.0 IRRk3ATION SPRlt-.!~.l.:~£l HEAD /OPE=AAIING PAESSURE:" .. 30.0 ····--··"· MASTER VAL Vt:: 2,0 .. [GLOBE VA~\!~_;_ NIA -·-···· PRESSU~_R_~~LATOR: .. _3,._5_, ___ , ___ , I GATE VALVE: 1 . 5 .. ... ··:•·•,y " ~ PIPE FlirlNG ~ ~:'"'8~8"•'"'•~ pi W:f!ib,d! . ! 5.0 ALLOWANCE): W@!!!Hl!ff!M# ... HGL OF STREET MAIN ELEV.~I.ON: 58 -- ELEV. OF IRRIG. HEAD@ HIGHEST POINT: 63 ............ ELEVATION DIFFERENCE: 5 ELEV.DIFF.X433 2.2 -' . '. ' . -~If . -. iii!F!\ifil!!!' ■PMill!MWI' ~ .. ' .. ' : . . ,. . ·: ~--:-.:~,., .. • ~-., .. ,. " .. _ .. -;-' PIPE SIZE L,,Er-.K3TH GM PSI LOSS --- 3W 70.0 7.0 3.0 --··-· 1· ···-··· ___ ,,,_ ,. -··--· 1-1 /4 ~ 120.0 14.4 0 " ·-··-····----·-· 1-1 /2'' ........ ,_ 2· .. ,.,. 2·112" -·· -· ----... ... SUBTOTAL 3.15 3. 15 " •:i❖=••i=••~••:•i•• ,"M", . :·~-·~·,-·*~ . ·: , .. ::?'"· ~• •••m~;, •~~-;-~t•••-;-••~ . m~~~~~~~~t~~~~~i . ~-:,,., . ' ' PIPESIZE LENGTH GM PSI LOSS ·------- 1-1/4~ --~---·---·--- 1-1/2" 730 21.7 1,@? .... , -·· -·---2· . ---2.112· . ,.,. ... .... , . 3· ---· ····-· 4· . ... ---.. , .. .. ,, ........ . -·---····· SUBTOTAL 1;67 1 .67 ---r----TOT Al PRESSURE LOSS: 53:3 .. ·- AVAILABLE PRESSUR{/PSI): ... 7O.0 __ ......... AVAILABLE RESIDUAL PRESSURE_=r~mra~Ktlr~~@:· I . . . . I ... ....... ... . Fffw.ff' · I ADEQUATE I I 6' •-, ___ ---1---- so I~ I APPROVED FOR PLANTING AND IRRIGATION ONLY. C~/~~T s 7220 Av,t,1'11da (nCII\O'!; L,v,! £nQtn•«rinq Suite 20◄ P10,-,l"lir"lq Cor1~1)-Cln~. C~l1forniQ 92009 Pr¢<:~U•r"I,; 6Hl-931-77Q0 Su,,,..e-yin9 Fo1c619-931-&6a0 INCLUDING PRECISE LOCATION OF PLANTING AREAS . . DESIGNED BY: DATE: DRAWN BY: SCALE: PROJECT MGR.· JOB NO.: DATE: LOT 4 AVENIDA "AS-BUILT PE EXP REVIEWED BY: " 7 I 49 - DATE £ oo F£Ncr RIGHT oF wAv LANoscAP[ g 4,80 Sr \ ' \ -------· BENCHMARK: DESCRIPTION: STANOAAO DISC SET fLUSM IN EAST CORNER ON l,QRTH ABUTWENT Of EAST BRIDGE LOCATION: m>!lOX. JOO FEET SOU'™ Of SOlmi ENTRY TQ. CARLSBAD STATE PARK 40 FEIT EAST or ~£NITRLIN£ Of NORTH BOUND CAALSIW> BL VO. OH ·PON10 SffiEET BRIDGE NO. A7B-82 ', RECORD FROM: NORTH ·couNTY VERTICAL COITTROL DATA BOOK, PAGE 135 NO. DC 0147 ELEVATION 50.558 M.S.L -------- _, ____ ,,•,•~ Q,J,TE INITl,.a.L £NGIN£ER OF" WORK ;;\ ~ \ \, $'~ I I / I I sD --· , 4 111 :2J 7 r 124 120f"S I P-T t-'I~ IP"-. Co~TOF-- S>HAL.L 'v't=:F'-lPT ~.l.Jl:2.£ AT MIE:.T~:.:p.-. · II :2 e.A., 3 PYc 51.-EEVS CURB LINE 7 111 12.:::, TR~E el.lBH.a:. 8 1'1 0 o· 20' 40' ----- SCALE: 1" 20'-0" , I SH2ET I CITY OF CARLSBAD I SH9ETS I . --·-·---· PLANNING DEPARTMENT ' ······--... -· -- -·-····-· -------IRRIGATION PLAN FOR: POINSETTIA SHORES .. -· RV PARKING LOT . -~-~ APPROV•8 ~··/·:;;:u ff /:-lf-9,t ASSISVrl'IT PLANNING DIRECTOR DATE OWN BY: PROJECT NO DRAWING NO. DATE INITIAL DATE INITlAl CHKD BY: SDP94-03 1337-9N REVISION DESCRIPTION CITY APPROVAL RVWD BY: on-,ER APPROVAC.. L ___ :□:AT~E~: :11~/:74~/9:5~------==----~==========='.:::=::::::::==::::::::::::::======::=====:.--------------------------------------------------(C:IMM\WfllD~9~3~-~3~0)44--~@(2'3~/ INSPECTOR OATE RC(: - - r 1 /2 ROOTBALL 11111~1111-: ' I PRESSURE COMPENSATING BUB8LEA HEAD 6" PERF. ADS DAMN PIPE (FILL WITH 314" GRAVEL) I LENGTH TO BE 2X DEPTH OF ROOT BALL ! PVC SCH ~0 RISER [LENGTH AS REQUIRED) l ~ ;::::-0 :f) J • 5 -© -© © . PVC SCH 40 ELL [ST) OR TEE [SST) (!)• PVC LATERAL •.Ill' [NON-PRESSURE, SEE SPECS.) ®. TREE ROOT Bf,1 L ® • PLANTING Pl, @) • 6" AOS CAP ©- ©- ©· 0· ®- SHAUB SPRAY HEAD WI ADAPTER (.ADJUST RISER PEFIPENDICUlAR TO SlOPE) ANTI-OFIAIN SPRING CHECK VALVE PVC SCH 80 RISER I NIPPLE (TYP.) (LENGTH AS REQUIRED) SEE SPECS. FOR DEPTH SWING JOINT ASSE MBL V [2 MARLEJI ST. ELLS) =~®· 1 D-" MIN. FROM FINIS>! GRADE z ::I • .. N 0- ©- PVC NONPRESSUAE (LATERAL) LINE (SEE SPECS) PVC SCH 4(1 TEE (SSn OFI Ell ,sn ®-r . a· FROM HEADER, ETC. @-.fl REBAR WI GALV. CLAIIPS 0-POP-UP SPRAT HEAO (SEI! SPl!CS.) © ©-SWING JOINT ASSEMBLY (1 SCH 80 NIPPLE ANO 3 M.&JILDI ST. ELLS) ©-ANGLE WIU. VAttT WTnt IU,IGHT 01' POP-UP BOOY) • ©-PVC SCH 40 TIU! (SST) OIi Ell. (S"T) © · PVC NONPRESSUFIE UNI! (SEE SPl<CS.) © · 2" MAX.. FROM CURBS, WALKS, IETC. .ll\...""T""U...:.;~LI==-r--0-AT l'lNISH aRAol! 1N TURF ,lFIEAs, ,. 1" IN SHRUB ,lREAS © • SEE SPECS. l'OR DEPTH (D. FLEX RISER [MIPT x FIPT) KING BROS. OR Eaun ®,..........B ___ E __ L __ o ___ VJ_ ........ _G_. ~_A_D_E_B_U~B_B_L_E_R _________ !E-_Tc __ ;-_1o_N_ ® SHRUB HEAD ON RISER SECTION N.T.S. © SHRUB POP-UP SECTION N.T.S, IRRIGATION LEGEND ' I I ' I ' I ' SYMBOL DESCRIPTION MANUFACTURER/MODEL RAD PSI F H a DETAIL a H F • TREE BUBBLER RAINBIRD PA-85 FLOOD 30 0 50 ~ V SHRUB POP-UP TORO/ 570Z Sl-6P-CV-X WI PURPLE CAP 10 -12 30 2.19 1.09 1.5 [I [J SHRUB POP-UP TORO/ 570Z Sl-6P-CV-4EST-X W/ PURPLE CAP 4 X 15 30 0.45 [] SHRUB POP-UP TORO/570Z Sl-6P-CV-4SST-X W/ PURPLE CAP 4 X 30 30 0.90 o/ V l><l SHRUB HEAD ON RISER TORO/ 570S -12-X WI PURPLE CAP 10 -12 30 2.19 1.09 0.5 :NOTE: 1. TORO 12" SHRUB SPRAY NOZZLES ARE MATCH PRECIPITATION (MPR PLI S) I • 'f' H SHRUB POP-UP TORO/ 570Z Sl-6P-CV-X W/PURPLE CAP 8-10 30 1.00 0.50 0.24 -~ .. (♦) l•J H POP-UP ON RISER TORO/ 570Z SI-6P-CV-X W/PURPLE CAP 8-10 30 1.00 0.50 0.24 -... --·-·-· -DESCRIPTION. . SYMBOL MANUFACTURER;MODEL REMARKS 1B] WATER METER .. SEE CIVIL DRAWINGS '1 1 /2ff SIZE 1--~ R/P BACKFLOW PREVENTOR FEBCO 825-Y WI 500 YS PRES. RED. 11/2 BACKFLOW DEVICE .;;,, AUTOMATIC CONTROLLER WITH IRRITROL / MC+ SERIES SEE PLAN -·· WCS I "RAIN GUARD" #RG iNSTALL (1) PER CONTR. & PER MANUF. RECOM. RAIN SHUT OFF DEVICE -------------··· ·-ffi MASTER VALVE GRISWOLD 2000 SERIE~ INLINE SIZE g;, REMOTE CONTROL VALVE RAINBIRD /PE 8.-PRS SERIES SIZE AS SHOWN Gl QUICK COUPLER VALVE(-N:c.LA:lMl==b°' NELSON 7645 W/ KEYS 1" SIZE· NON-POTABLE, ACME THREAD DETAIL I METER BOX W11,IETER CURB---. ' i I 12'MINIMUM ' RECLAIMED WATEJVAR,'GAnCN JIA/NUNE WiSLEEVE NOTE: 'IERr.CtE C(EAP.ANCE CF 1;r .VIN!MVM iS MANCATCPY 'Af.E,"I C!>CSS,1,JG PATrl CF A0 POTA8lE WAIT;R UNE iN$TALlATTCN CF PECVJ.Vt:D NA11:P !PP.GAn;:N MA,'NLNE 24• FRCM FN;E CF SICEWN..K "'1U. PROVICE fl<E NECESSARY 1(T ~IZCNTAJ.. ClE'AR.ANCE ,"RC!./ POTA8tE I.IA!.'.!,.:Nt; ,N Tl<E sr,u:rr ® BALL VALVE ' . ·-VALVE BOX KING BROS. LO-TORQUE LINE SIZE, SEE SPECS. CARSON OR EQUAL W/ PURPLE LID SEE SPECS. @ POT ABLE MAINLINE CROSSfNG ·-SECTION N.T.S. CONTROL WI RE DIRECT BURIAL ~-~---.,~~· , •. -MAINLINE (PVC PIPE):--·-'• iME:D ALERT LINE CLASS 315/SCH LATERAL LINE (PVC PIPE;:--'NMEO ALERT-LINE CLASS 200 PVC ---~~--SLEEVE (PVC Pl PE) ---SCH 80 PVC SLEEVE @VEHICLE PAVING SCH 40 PVC SLEEVE@ ELSEWHERE --~---·· N6J1;.· ND ,ro-rAe>L.E L..ING-S ,o L0r 7 SEE SPECS/ TO BE INSTALLED IN SLEEVES UNDER ANY HARDSCAPE 1" -11/2' = SCH 40; 2" -21/2" = CLASS 315 SEE SPECS. 2 TIMES DIAMETER OF PIPE TO BE SLEEVED 2 TIMES DIAMETER-OFPIPE TO BE SLEEVED BENCHMARK: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING ERECISE LOCATION OF PLANTING AREAS. OESIGll(t' Irr: ___ 11,1.T(; ___ _ "AS-BUILT " Dt:SCRIPTION: STN«WIO DISC S(l A.USH IN EAST a:)IIH(l'I ON NOlffi1 ABUTMOff ~ £,lSl tlRIDGE CON 7220 ........ tn,c.,.,.., -·""" ~d. ~ 12000 ,,....,.,.,1-nao ,_:a,1-01-.-, -WN 8'1': ----SCALE: --·-·-- PROJECT IIIGII.· JOB NO.: ___ _ DIGINEDI 0, IIQRK: RC'v!EWED BY: DATE LOCATO>l: #'PROX. .lOO f(EJ 50UfM rE SOUlli ()(!WY 10 r.AlilSIW) STATE PMII 411 JID CAST <$ COITOIUM: 17 NOlffll l!OtllO CNlSIW) ll.YO. ON PONlO SINUI IJRIOG[ NO. A78112 RECORD FROII: NORlK <XIJNlY IIOlOCAI.. aMJQ. MTA IOOK. PM:[ 1Y, I«)_ 0C 0141 It, Ml( Nllol. TESHJMA DESIGN GROUP LANDSCAPE .ulCHITECTURJ!: I.N'ID PLANNJNQ ll800 ~~ A ..... !lwtc C SallDkp.CA 92131 Tol<pru,n,: (fl 191 68:J. 8824 rAJ.:. (81 GI &!JG.11 llll DATE: 11/14195 -.~, OllTE E INIIW. llfSl'ECTOR MTE Cl.[VATlON: ~551 •ll DCNUdl.-: RE\JISION DESCRIPTION -- STREET SURFACE --- POTABLE MAINLINE 1 3.SFEET (SEE IMPROVEMENT ORAWINGSj 7 ' . .. • r 12• MINIMUM REQUIRED VERTiCAL SEPARATION\ ;;.5c:...i1MEO ·11A7"ER iRFiiGAT:CN ,WAINL!NE .'JOTc: ALL />£'CLAIM((' N,\'.c'R tARIGAJICN PIP': AND SLEEVES SHALL :JE PURPLE ANO L"'8EL:=:D AS SPECIFIED tN: '$~ANCAR!) SPEC:F!CAT:CNS FC:R pql'IAT°': :RR:r:;,,.r:QN SYSTEM$" ·::-.4,:nsaAO ~Ec:_A\tAT:c.v .::/~L~S ~NO R£GUU.TTCNS FCR CCNSTri(.JC T'OV CF RECLA!MEO WATER MAJNS' OCTOBER 199 3 POTABLE SERVICE SECTION LINE CROSSING N.T.S. IRRIGATION DETAILS & LEGEND rrJ I CITY OF C.ARISBAD 11 ~ I P\.ANNIN<3 DCPAATMENT 9 POINSETTIA SHORES RV PARKING LOT N>PROlof'.I) ·~ . /-/~-z,tf ASSISTAiJ-OIIECTOA OAT( 1==~ II PROJCCT NO. 1ra7:9~-1 Mlf; -CIIT-SDP94-03 IRRIGATION LEGENO I DETAILS CMWD 93-304 ©--- 0 • . fH:OUCED l'fU:S$UfU: T"if'I &.\~LOW D&VICI: .t.SSEWGl.'f' il.Wl f>Pf4;3. AAO U{lla.'tOj l'RUSUfllf, IU:(IIJUTOll (SU tf>faCO. 11,gf AT 60 l'il Y-aTR>JHER (SU SP~ A.MO l.£i.f.Hl>l ~iil(TYP~ ilAAU UMIOM t:u.&a 1'1'10iil !L!PPL& ('O'P~ CJ) • PVC PRESSURE PIP£ (l;;U s,,,cs..i @· @· ®· @· @· IIRASS 90"E.LL ~PERLOC"-·COH CC!<CRETl FOOTING (4" M114 2000 PSI COMPACT SIJIIIQR>J>I' l'\Ml.s.H (;R.IJ)I e-r lllH. NOTE: 1. INSTALL IN EACH ENCLOSURE, ONE 15 WATT INCANDESCENT LAMP IN A nvo PRONG PLUG-IN LIGHT SOCKET. PLUG INTO RECEPTACLE. , 2. A 15 AMP {MIN.) CIRCUIT IS REQUIRED AT EACH DOUBLE RECEPTACLE (120V) .,_ ____ ., •• ..,. _____ ..,,. 4" COHcRETE PAD (CU.SIi 517-C-i5H) SlOPE TO OIUIN AWAY ff!OIIII CONTROLL£11 l"TTP; ...... rnr. • I :'-:-·. T. ' .-:t r ■-TIP. r r FINISH I GRADE ..... ••• +H>+---CONTROLLER ANCHOR BOLTS 112"' DIA., -'" LONG CADMIUM Pl.ACED, HOOK LENGni 1" (4 PUCES}; 111'2w X111'2" X 1/4" GALV. STEEL ANGLE STIFFE~ERS. SECURE CONTROLLERS AND BACKBOARD W/ CADlUM PLATED 3/16" STOVE BOLTS 6 PLACES MIN. SET STIFFENERS 6" APART, · CONTROLLER POWER ON-OFF SWITCH FOR CONTROLLER CONDUIT (TYPE T} DOUBLE RECEPTACLE (GROUND FAULT TYPE) 3/4" RlG!O SI EEL CONDUIT ©· ©· ©· ©· ©· 0· MASS ll!SER (\.t:NOTti AS MOO!tW>l · u) · Slif !if'fe3. :<OIi 00™4 •• I I r-t+'"--i I , ...... I 314" EXTERIOR GRADE AB PLYWOOD BACKBO.ARD. ,. a. NOTE: INSTALL PER C.M.W.D. $TD. DWG. +W-20. EXCl:Pf AS ~,._ n.e.Rf SHAU ae "'° FITTlNGS Oil CQ,lttfCTIONS TO OlliSl f ACUTIES BETWEEN n,u; MET'Sl >.NO nil: 8.ACKF! .• OW ."-$SS,!8LY. 1l1E B,,\CKFLOW ASSa.18LY Ml/STSE. INSTN.1£0 A l.ll"l!Mt.M Of SOC INCHES [6j Jl,N{) NOT TO EXCEED A LIAX!!.IUl,I Cf. TWO fEET (ZJ FA~ 11-.E bl<;f 8'\ EXCEPl INHERI: Tt!!S WOULD REQUIRE THE B.AC,\.FLOW A$S€MI}\. Y TO BE INST 1'1.lEO llj T1..il: PVSUC R<CHT-Cf,WAY: ·r1 ¼HICH c~ n-1 3-..Cl<FLOW A.SS.EM6L V I.IUST'SE '!\,ST ALL ED If. W.XMUM Of lv.o FEET (:a") INSl()E THE l'f-.:)?E.f\TY UN£. THE BACl'CFLOW ASS£"&. Y W,Y NOI. UNDER #N CIFY'...UMST,'NC,f, BE •-.ST I\U.ED W 1,;E J>U&JC R'km -Of.WAY. . SIDE VIEW 3" PVC SCH. CONDUIT i >----90 DEGREE SWEEP ELL ,_......,.. ___ PULL BOX-STD. DWR SOE•t0 :;JtT .. .. .. •• 90 DEC.REE SWEEP ELL PRIME ANO PAINT WITH 2 COATS EXTERIOR COLORED ENAMEL.. PAINT BOTil SIDES ANO ALL EDGES. . 4, T'l'?f J( HAAO 0A TYPE L HAAO COPPER OR BR.ASS WIU-l SOUlSI JOINTS CR THRE,l,0€0 FITTINGS MUST Bf IJS8) BE'TWEEH 11,E METER ANO rnf BACKl'lOW ASSEM& V. . . ffiECEOlNG 11-lf ~ ONE SHUT OFF VM.1/E. ~ MUST !IE MADE WITH A COPPfA Oil~ R!Sl;ft.TQ A CO?PER 00 BRASS 00 BJlOW, SHUT OFF VALVE I.UY SE PRECEDED BY A coPPER OR 8AA$S NiPfli ANO/OR A 8AASS UNION. RISER ldUS'T Be Cl' SUFFICIENT LENGTH lHA T THE OOTTO!ol Of THE BACKFLOW ...SSB.iBL Y IS TWB..VE INCHES (12") TO 11-1!.RTY-&X hCHES (all') ABOVE GRADE IN AN AREA NOT SUBJECT TO A..OOOING. @-C_O_N_T_R_O_L_L_E_R __ IN ___ E_N...:.C..::::L-=-0-=-S-=-U-'-'R'-=E'---------------------------------------------N-.-T.-S.- I. FOU.OWINQ me HUM8SA T\I.O SHJT Cff VN...IIE. 'THE CONNECTION UUST BE MACE WITH A COPPER OR BRASS 90 B...flOW TO A COPPEH OR llAASS RISER TO A COi>f>ER 00 BfV.SS IIO El.80W $HUT CfF VAL VE MAY 8€ FOU.OWi:O BV A COPf'€R 0A BRASS N1?PLE ANO/OR A aAASS UNION. RISER MUST BE Of SUFFICIENT LENGTH "lr!AT lHE EIOTTOIJ OF THE BAO<FLOW ,1,,SSEllllL.Y tS rwavE INCHES (12") TO ThlfiTY-S!X INCHES P..1 A.80Vf Gl'W)E IN AN AA£A NOT SUBJECT TO Fl.OOQIN().. •• If B.ACKR.0W >S.Sft,18j V lS TO BE INST,\UEl ON A SLC?E WITH A HOA!ZONTAl TO VERTICAL RATIO Of -1:1 0A GREATER. A TWO FOOT (21 HIGH RETAINING W.AU MUST Sf llUtL T SUMQJNOING THE -'SSE.',181... Ya; niREE SIDfS Will< TI-CE OPENING C»I ThE OOv.N SIDE OF lH€ Sl.()Pf. 'HERE ~l·JST BE A MIN!IIUU TWO FOOT 121 HOAIZONT Al Cl..£Al'WwCE BETWEEN ll1lii RFf~G W-'L.L~1l1.E ~OW ,,_.,.$E.M9LY. ASSEMBLY I.IUST BE LOCATED ~'j Ni AREA NOT Sue.JfCTTO FLOOOING. 1. ONLY THE REDUCED PRESSUAE PRJNCIF't..E aACl(FlOW PREVENTION ASSEt..lBLJES Vwl-llCH HAVE &EN APPROVED BY. T}iE STATE Of:'CAi..lfOAtllA OEPAATMfNTO.~ ~TH SERVICES "4AY Bf USEC OH WATER SERVICES Wll}i!N THE CAALS8AO WJNIC!P.AI. w.i.TER OISJRICT. • @>----"-B_A....:cC_K...c..f..:::L_,:::O...:.W:.._;_P__;__R:..::E:.,.;cV-=E:.:..N:.,.;cT-=E:.:..:R=--------------------=~=~c,._,.:=_'o=N~ 8--ffllli 0 . REMOTE CONTROL V .O.L VE (SEE SPECS.) ® . SOLENOID ® . WATERPROOF WIRE SPLICE CONNECTORS (SEE SPECS.) © . CONTROl WIRES; BUNDLE AND TAPE (W/ • FEET MIN. EXTRA WIRE) ® . PVC SCH 80 UNION ® . VALVE BOX (SEE SPECS.) 0 . PVC PRESSURE PIPE (SEE SPECS.) @ . PVC SCH 80 NIPPLE (TYP.) (LENGTH AS REQUIRED) © . PVC SCH 40 FEMALE ADAPTER (TYP.) @ . FINISH GR.I.OE (FLUSH IN TURF, 2·· IN GROUNOCOVERI @ . UNDISTURBED I COMPACTED SUBCiRADE @ . BRICK OR CONCREH, SUPPORTS @ . 1 CU. FT. MIN. PEE GR.I.I/El e -SEE SPECS FOR DEPTHS 0 © · REMOTE CONTROL VALVE (SEE SPECS.I ®·SOLENOID ® · WATERPROOF WIRE SPLICE CONNECTORS (SEE SPECS.) © . CONTROL WIRES: BUNOLE ANO TAPE (W/ 4 fEET MIN. EXTRA WIRE) ® . PVC SCH IIO UNION ® · 11 ALVE BOX (SEE SPECS.) © · PVC NON-PRESSURE PIPE (SEE SPECS.) © . PVC PRESSURE PIPE (SEE SPECS.) ® . PVC SCH 80 NIPPLE (TYP.) (LENGTH AS REOUIREO) @ . PVC SCH 40 FEMALE AO APTER (TYP -) 0 .FINISH GRADE (FLUSH IN TURF, 1" IN GROUNDCOVER) @ . PVC SCH 4'0 TEE (SSS) OR ELL (SS) ON MAINLINE @ . UNDISTURBED I COMPACTED SUBGRADE 0 , BRICK OR CONCRETE SUPPORTS @ , 1 CU. FT. MIN. PEA GRAVEL © . SEE SPECS FOR DEPTHS 3 0· BALL VALVE ®· PVC SCH. 80 UNION ® · PVC SCH 40 45" ELL (S•S) (TYPICAL) (£)· VALVE BOX (SEE SPEC$.) ©· SHORT PVC SCH. IIO NIPPLE (LENGTH AS REO'OI (TYP .) ©. PVC PRESSURE PIPE (TYP .)(SEE SPECS.) 0-PVC SCH 4-0 FEMALE AOj\PTER (TYP.) ©-f'INSH GRADE 1H TURF. 1" IN G.C. ©·1 CU. FT. (MIN.) PEA GRA IIEL SUMP @ ·COMPACTED SUBGRADE 0 -BRICK OR CONCRETE SUPPORTS ON COMPACTED SUBGRADE @ ·SEE SPECS. FOR DEPTH -6<;1;. ® n = 1111 E - 1 • COMPACT SUBGRADE 2 · OUICK COUPLER KEY WISWI\IEL 3 • QUICK COUPLING VALVE (SEE SPECS) 4 · FLUSH IN LAWN. l" IN G.C. 5 • 6" TO 12" MAX. FROM EDGE OF CURBS, WALKS, ETC. E • SCH 80 PVC THREADED ELL 7 • 12" SQ. • 12" DEEP CONCRETE FOOTING ON UNDISTURBED SUBGRAOE I · 12" LONG RED BRASS NIPPLE 9 • PVC PRESSURE PIPE 10 • FINISH GRADE ®-B_A_L_L_V_A_L_V_E ___________ ~:::.:~::.::T~:..:.;.:.:::_10:..:.N:..... ®-Q_U_IC_K_C_O_U.:....P=L=E::_::_R_,.(.__t--...c..E'...::..CLAl.:::_:_-=..:M:....'..!::t::.!:::'D~) _____ s::::.!N~~T~'...!.:~~o~N~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TESHIMA DESIGN GROUP LANDSCAP.: ARCHITECTURE LAND PlMl'ill'iu 9900 IJuslneoapul,: A~ .. Suite C S.... Diep. CA 92131 Tdephon<: (619) 003.8824 FAX: (619) liO:J.-1182 DATE· 11/14/95 IRRIGATION OET AILS ©-M:.:.:.:.A_:_:S~T:...:E:.:c.Rc..c.....V.:....:....:Ac::L:...:.V-=E=--------------~::_;~::_;Tc:.._;_;-'-_'o::...N_ @ REMOTE CONTROL VALVE SECTION N.T.S. BENCHMARK: I sr II CITY PL\~ CjR~JAD 11 9 15 I !?:~, OESIGNflJ fl'(: DRAWN 8Y: PROJECT Yett.· l'220 ~ .... £~ CM! ["9~ O<GINEER Of" llrORK: S..J\• lO" .... ._ c.,,......,.4_ Cblif0!'9\tCI ti009 ...,,,,_..,. 61,-111-noo ,.,....,,... f"o,.;~11-t,1-BMQ Dl<lE "AS-BUILT SCA(£: JOB NO.: P.L £KP. RE\ll[W(l) 8Y: OA1E: ltC[: INSPECIDR .. DAT£ DATE DESCRIPTION. STANCWID DISC S(T fl.USH IN WT CORH£R DN IIOlffit ABUTMENT Of ~ 8RtOG£ LOCATION M'fWX. 300 fffT SOffil OF SOUfH EN1RY TO CARtS1Wl STA.Tr PNII( 40 Fm £AST OF ClNTERLIII£ OF NORTH 90UNO ~ 81..VO ON PONTO 51REil BRIDGE IKl. A71182 R£COR0 fROM IIDlTH COUNTY worocA1. CXlNTROI.. OI.T'- IIOOt(. PAG[ US 110 0C O 14 7 ELIV~TION S0.556 11.S.L POINSETTIA SHORES -RV PAR~ING LOT APPROVE~ , ~/ l~lf~z:; ASSIST.oil""PL,NNING DIRECTOR 7f: IMTE l)O.'t[ --""''tE -00.'t[ IOWN SY II PROJECT NO. fla3-;:9Nj lffflW.. EJ«;Z~ OF W(JRk: REVISION DESCRIPTION om£R N'ffl.rNAL rnKo er, SDP94-03 arr-. RI/WO 8'1': l ' i ( ! I I ~--------------HARDSCAPE , .. 1" @ TURF r 2"@ SHRUB VARIES I SECTION NOTE: ROOT BARRIERS SHALL BE INSTALLED WHEN TREE IS WITH-IN 10' OF ANY HARDSCAPE, ANO SHALL BE INSTALLED ADJACENT TO THE HARDSCAPE ONLY PER THE MANUF. SPECIFICATIONS. ~----BACKFILL MIX BIO-BARRIER AVALIABLE @ BUTLER'S MILL SAN DIEGO, CA. (619) 263-6181 ~-~-----------FIOOT BARRIER (BIO-BARRIER) PLAN VIEW (2)10• RAOIUS €)TREE TRUNK © BIO-BARRIER ~ 4 7 © EDGE OF HARDSCAPE (CURB, PAVING, PAD, ETC.) ©s'-0" WHEN TREE IS PLANTED AS 15 GALLON SIZE 10'-0" WHEN TREE IS PLANTED AS 24" & 36" BOX SIZE ® ROOT BIO-BARRIER N.T.S. 93 05 gal NOTE: ESC .. RUB. PROVIDE ONE WHEELSTOP FOR EVERY 2 PARKING STALLS (TYP. AS SHOWN). WHEELSTOPS INSTALLED 1.5' FROM FACE OF CURB (TYPICAL). + PLANTING NOTES 1. 2. 3. 4 5. 6. 7. 8. 9. 10 Contr;1ctor sl1all have a soil sample analysis completed by a licensed agrono'llic laboratory after leaching of salts and prior to any planting of plant material. Per City Manual, City Inspector Must Approve: 1. Soil Testing agency 2_ Soil Test Recommendations All plant material shall be approved at the project site by the Landscape Architect prior to planting. All plant material rejected by the owner or Landscape Architect shall be removed from the project site at no additional cost. All placement of plant material shall be approved by the Landscape Architect prior to planting. Submit photographs of typical tree of each variety and size, to be provided under this contract for approval by the Landscape Architect prior to delivery of trees to the project site. All plant sizes are minimums. Sizes are typical for each plant species. All plants are lo be free of disease and scars, and are to have good color, full heads, and good caliper (3/4" -15 gallon, 1" -24" box. 2" • 36" box. 3" -48" box). All new planting areas. except slopesof 1 :4 or steeper, shall receive a 3" layer of bark, pea size (1/4"-3/4"). Prior to planting, irrigation system shall be fully operational and all planting areas shall be fully watered immediately after planting. Prior to planting, all planting areas shall be free of weeds, rocks and debris. Rake and fine grade all planting areas prior to planling. Upon completion of planting operations and before any site observalions, remove all extraneous material and debris, and broom and wash the area clean Contractor shall protect in place all existing plant material except where proposed locations of new improvements. EXISTING MANHOLE I I I L 7 81 ABE. 'E.G.' 05 gal AVENIDA 50 \ - 49 PLANT LEGEND MIN. MIN. SYMBOL BOTANICAL NAME-COMMON NAME SIZE HEIGHT SPREAD REMARKS JAC MIM Jacaranda mimosifolia -Jacaranda 1 5 gal. 7'-8' 2'-3' Straight trunk, full head, stake TREES POD GRA Podocarpus gracilior -Fern Pine 7 s gal. 7'-8' 2'-3' Straight trunk, full head, stake TRI CON Tristania conferta -Brisbane Box 15 gal. 7'-8' 2'-3' Straight trunk, full head, stake ABE 'E.G_' Abelia 'Edward Goucher' -N.C.N. 05 gal. 12" 15"-18" Full & bushy to ground, good color ESC RUB Escallonia rubra -Pink Escallonia 05 gal. 12" 15"-18" Full & bushy to ground, good color SHRUBS PHO FRA Photinia fraseri -N.C.N. OS gal. 12" 15"-18" Full & bushy to ground, good color HEM HYB Hemerocallis hybrid • Day Lilies 01 gal. 8" 8" Full clumps, Color: Yellow wired center GROUND BOU 'S.D.' Bougainvillea 'San Diego Red' 15 Gal. Vine COVER MYO 'PAC' Myoporum 'Pacificum' -Prostrate Myoporum Flats ------®36" o.c. \ LIMIT OF WOOD FENCE RIGHT OF WAY +---SECURITY GATE CURB LINE POD. GRA. 4 () 15 gal (j\.A ~ ~ PHO. FRA. 23 05 gal BOU. 'S.D.' 4 0 15 GAL. R\/ PARKIN~ ~ NCT s10RAGE ~[A - 9,480 Sf MYO 'PAC' FLATS c:::::i at 36" 0.C. 1 O' HEM. HYB. 102 TYP • 01 gal JAC. MIM. 4 15 -gal ____________________ T_R_I._C_O_N_. ____ 2_1_ ■ 15 gal --EXISTING TREE TYP_ NOTE: CONTRACTOR SHALL PROVIDE ROOT BIO-BARRIER TESHIMA DESIGNvROuP IANDSCAPl!:·ARCBITECTURE . LAND PL\NNINQ 9903 8--puk A-..:._ Suite C &la Ol!eliD, CA 112131 T.Jcpb:n;:. (1119) 89:3 8824 PAX: (11191883-1182 DATE: 11/14/95 0-'~~ CONS U ~NT s 1220 .'l~niQ,o (nc:;inqs Ci.,.,1 En"l;lu,Hrin,g: S<.J1te '.104 PIQnn,nq C,:,rl:,~d. Co1iforn1a 92009 Proces!l1n9 E19-~31-7700 Sunre-y(~ r ,,,.:619-93 t -8680 APPRbVEDFORPLANTING AND IRRIGATION ONLY, INCLUDING PRECISE. LOCATION OF PLANTING AREAS • DESIGNED BY: DATE: DRAWN BY: SCAlt: PROJECT MGR.· JOB NO.: DI\TE: RCE: "AS-BUILT ,. ' PE EXP DATE REVIEWED SY: INSPECTOR DATE FOR TREES WHERE NEEDED. REFER TO DETAIL ABOVE. ' BENCHMARK: DESCRIPTION STANOAAO OCSC SET FU/SH IN EAST CORNER ON l,()RTH ABUTMENT Of EAST BRIOC( LOCATION APPROX. 300 FEIT SOUTH Of SOUTH ENTRY TO, CAALS8AO ST,1,,IT PARK 40 FEIT EAST Of C£NTERUN£ Of NORTH BOUND CAALS8AO BLVD. ON PQNTO srn'.ET BRIDGE NO. A78-82. RECORD FROM: NORTli 'cOUNTY VERTICAL CONTROL 0,6.TA BOOK, PAGE 135 NO. OC 0147 ELEVATION 50.558 ~.S.L -. OAfE INITIAL ENGINEER or WORK D' 20' 40' ----- ·scALE: 1 "=-: 20·-o' I SHSET I CITY OF CARLSBAD I SHgTS I PLANNING DEPARTMENT ----. PLANTING PLAN FOR, ···-·----.. -·. ---· --·-.. ~· ____ , POINSETTIA SHORES RV PARKING LOT . APPROVED &5!JI ASSISTI'n"fr PU\NNING DIRECTOR DATE -/1\ OWN BY: PROJECT NO DRAWING NO DATE INITIAL [WE INITIAL CHKD BY: SDP94-·03 337-9~ REVISION DESCRIPTION OiHE:R AF~ROVAL CITY APPR<NAL RVWD BY: CMWD 93-304 0 I "' 7 • ' 9 ·_ ----~~ _.____ J..@-J t ®-bi.: • "''i .• ©-- l'l.AN • 1. (2) r DIA. 10' LONG LOOGEPOU! l>IN£ STAKES, PERPENotCVLAR TO PREV All.lt!G WlHD$. I. VJ.T "CINCH TIES", OR EOOAL WRAP ,UIOUND Tl'llllfK. NAIL EACH ENO TO E.ACHSTAKE S. TREE TRUNK 4 CUT TOP $l!CTI<m OFF OF ST AKE ;AMAGEP BY HAMMERING I. IIOOTBAU IIACKFII.L Pl/OOLE AND S!iTTL!. SET TR£E :r ABOl/i, RN. GRADE. 7. ROOTBAU. L ◄ X ROOTIIALL OOI. I. $Al»€. l>i.r!li A$ ROOTBAU. 10. i" WATER:NG BASIN, ~XC!WT IN LAWN A.'lE,\S. Ra.eve AFTER. MAlNT. P(RIOCJ 11. FINISH <'.'"•NI! i?. P\.ANT-'f.•st.lITS ( 4• -6" llElO'H GRADE) 13. PlACE STAKES OUTslOE OF ROOTSALL, OFFSl!:T fAO!A TRUNK T. ® TREE DOUBLE STAKING ..---l" O'-OWN Oil r~ l" Ql0\1,N Oil W N.L T.W. IIU.00 NOTE:. C0,1'-.0U:.71! r-.ocril.N.(J ~ l--lE.:..4f.C.flCU.t.E.'iT 01 S"OUJCTU<.AL WC l'> £Lil. . @-SOLID BLOCK WALL NOTTO S("Al...E N.T.S . ' -----2'x 6' CAP r . -_. :-. @ I -SURUD 2 -ROOTBALL 3 -SLOPE 4 -6" MIN. 5 -2 x RGOTBALL DIA. 6 -WATERING BASIN {If RfQ'D.) 7 -PLANT T A8LETS (3· BELOW GRADE) 9 -FIN. GRADE AT SLOPE (AS REQ"O.) IO -TOP Of CURB, PLANTER, OR PAVING 11 -FIN. GRAD!: AT EXISTING SLOPE (AS REQ"O.) 12 -PLANTING BACKFILL {PUDDLE &. SETTLE PLANT AT FIN. GRADE). ®---=S:..:..H.:.:.R.c..cU::..:B=----:Pc.....:L=A~Nc_:_T__:._;lc.:...N;___:G;__ _________ s E __ c-=--T_IO_N_ N.T.S. ~ore: s.~oan, ~__:__R F1J'.i:..SH SHOULD 0~ AP\-'1...l.ED S.O n-u. T Tii.£ o-.i )1\1\J:X.)A.L Sl,. WMP ~iTOt,:,t;:; MOOUL.6 N err OOctJ.rJ{. \.bLE.. SECTION PLAN 2. PREPARED SOIL 3. FINISH GRADE OR WALK ... S£E PLANT lfGENO 5. CONCRETE MOW STRIP 6. ,. ©i-----='G_R------'O'---U'---N_D_C_;_O_V_E_R_S.:.....P_A_C_I_N-'G _________ N __ T-.S. lF fl.ELD COhOffiUNS DICT~ TI:, SUl'"{L.1.)-.;Q ~.k vt::.::.-nU: kJCJ fT TO ADO Q>-1. J.<:f.MOVU . f ILA:iTE"-'i A, rr DL',M.S ·' E("= ¥. Pl AS YIEW liOT ro SC>J.£ . <D 1-i O rE; CON 0<.cTio FOOTlN O • A...._'D Rf.11--..'ffiR(B..{E. .... I SY $Tl< UCTlJR.A.L Eh C,l "',;U}t ® PJL4iSTER NOT1D SCALE SECTION (111<!----(I 1. WALL OR POST PLANTING NOTES 1. 2. 3. 5. 1. 8. Contrador shaft have a soil sample analysis completed by • icensed agronomic laboratory slter leachlng of salts and pl1or to any planting of plant material AU plant material shaD be approved at the pro)ect site by lhe landscape Architect prior to planling. All plant material rejocted by the owner or Landscape Architect shaft be removed from the project site at no additional cost. AH placement of plant material shalt be approved by IN Landscape Architect prior to planting. Submit photographs of typical tree of each variety and sii:a, ta be provi(lad under thls contract for approval by tho landscape Architect prior lo defi11ery of traas to the proj~ slta. AH ~ant sl;zes are minimums. Sizes are typlcal lor eacll plait species. Alt plants are to be !rea of disease and scars, and ~ to have j10od color, full heads, and good caliper {314" • 15 gal"l()II, 1 • -24" lxlx, 2" • 36" bex, 3" • 48" box). · AH new plan!lng areas, e,ccept slopesof 1 :,tor steeper, shal reoei11e a 3• layer of bark, pea size (1/4'-3/<lj. Prior to plan!!ng, Irrigation syslem shall be fl/fly operational and 1.1!i planting areas shaTI be futly watered Immediately after planting. . . Prior to planting, an p'.anling areas shaft be Tree or weeds, rocks and debris. Rake and fine grade all planting areas prior to planting. 9. Upon completion of planting operations arid before any slt• observations, remove atl extraneous material and debris, and broom and wash the area clean. 10. Contractor shaTI protect In ptace all existing plant material except where proposed locations of new improvements. ------2•x 4' SANDWICHED TRIM 2. CONCRETE FOOTING @WOOD FENCING APPROVED FOR PL.I\.NT ING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. . 0 I . <D ---·-· 4'• 4" POST -+-i-----1•x 4' FENCING SLAT I I ---··--2.•x 4' SANDWICHED TRIM SCALE 3/ "-' ,. 1'-o• o0A DESICNED BY: DRAWN BY': CONSU~S PROJECT MGR.· 1220-.-•t.-..c:an-t;i.,iil ["9~nag --......... --~·1008 -..... 119----lll-HOO -F,e.o:~tt-t:!11-9680 -, ,, ~''---1,.__ __ u_· --"+-'-~@ l l--------<® ~11'-------,-J'- 3. SPREAD DN WALL II. SECURE 4. REMOVE NURSERY STAKE S. SET ROOTBALL TIGHT 10 FOOTING. REMOVE ANY EXCESS CONCRETE. 6. 6" WATERING BERM 7 FINISHED GRADE 8. PLANTING TABLET 9. PLANTING BACKFILL (PUDDLE II. SETTLE TO SET PLANT AT FINISHED GRADE) 10. 1 l ROOTBALL DEPTH 11. 2 x ROOTBALL DIAMETER ® ®~V;;.;;_IN=Ec....cD;;..;;;E.c...;;T_A;.....,IL _____________ _ N.T.$. BENCHMARK: DATE: "AS-BUILT SCALE: - ,IOll MO.: P.E. EKP. REVIEWED BY: DATE: RC£: INSPECTOR " DAYE DATE DESCRIPTTO!i STNl[W![) DISC SCT fUISH IN £AST CORNER ON NORTH IIIBl/1\IOO' Of EAST 8ROC£ LOCATION N'l'RDK. 300 ffil SOUTH Of ~ ENfR'r TO CARl.58AO STATE P.liRIC 40 fEU £AST Of <0'1'tRlJNE Of 11'.lRTH 9'.JUHD CARl.S8W Bl.YO ON PONTO STinf BRIOO( NO. A.7882 RE:CORD f'ROM NORlW (XlUNTY ~ COlo/TROl Oil.TA 800K. PAGI:: 155 NO. DC 0147 £1.IVATION S0.558 II.SL h\. 0,.11: -ENGOEDI OF"°"" TESHIMA DESIGN GROUP U\Nl)SCJ\PE: ARCHITECTURE LAND Pl.ANNING 8903 Bwdn,,.,.pul< A.., __ Sulk C 5o.n l>L:J:O, CA 92131 Tdephoru!: (619) 693-8824 YAX: (619) 693-1182 DATE: 11/14195 ---REVISION OCSCRIPTION OTHEII-_ ----" ....... ... -•" --i SHs-JI CITYfU.~ C~!3AD irn .. POINSETTIA SHORES RV PARKING LOT APPROVED ~/4 tJ '~'""'-1-r:f7£ ASSIS TAN1"PI DIRECTOR DATE IDWN BY: 11 PROJECT NO. l331-9Nj 0,.1( -CffY" • I '"'41... CHKD BY: SDP94•03 RVWD BY: CMWD 93-304w, .,,...,.. r-•Jl' l'C 12 11.£..c\nis\••tol&\17•ac•1.-: I SECllON 02810 IRRIGAT10I PART t -GENERM_ 1 _01 GENERAL CONDITIONS: A TrttS SPECIFICATION IS A SUPPlEMENT TO THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REG!JlATIONS rnE CONTRACTOR SHALL INSTALL ALL IRRIGATION WORK IN ACCORDEl>ICE WITH THE CITY OF CARLS8AD MUNICIPAL WATER DISTRICT'S SPEClflCATK)NS 1.02 SCOPE: ,.._ THE WOAI( INCI.UOES ALL SERVICES, l.A80R, MATERIALS, TRANSPORTATION MID EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS MIO AS SPECIFIED-• RRATEO WORK: (~ LANDSCAPING SECTION ( 029001 1.03 SU!!MITTALS: A. SUBMIT A UST OF All IRRIGATION EQUIPMENT TO BE USED, MANU!'ACTUAER'S 13ROCHURES, MAINTENANCE MANUALS, GUARANTEES NlD Of>EAA TING INSTRUCTIONS. 1 IM GUARANTE£: A. 1.0$ ,._ •• t.OI 1.07 A. -FURNISH GUARANTEE 1111 ACCORDANCE WllH TI-IE GENERAL CCtlOITIONS FOR A PERK'lO Of ONE (1) YEAR fflOM THE DATE Of ANAL ACCEPTANCE· Al THE CONCLUSION Of Tl-IE MAINTENANCE PERI()() • ON COMPU::TE WATER IRRIGATION SYSTEM. INCLIJOING Ni;>N-$ETIUN0 OF THE 6-'ICKFLL If TRl;NCHE$ WHlCH. If OCCURS, SHAu. BE CbRRE;CTEO, INClUOINC lia'Alf!S ANOiOR flEf'LACEMENT OF ANY MATERIAL DAMAGED THEREBY OR 'f'EREFRO\t OOSERVA 1 !ON: IN All CASES WHERE 06SEftVATION OF THE $PRINIQ..~ SYSTEM WOAK IS REQUIRED ANOiOA WHERE PORTIONS Of TI'IE ~ AAf Sf'ECIFIEO TO 8E f>ERFORMEO UNDER 'flit DIRECTION ANPIOR oes~RVATIOH OF THE AACHITECT OR HI$ REPRE$B'4TATIVE. 'fi-lE C¢1'ITRAC10A SliALL NOllFY lHE ARCHITECT AT LEAST THREE I~ WORKING OAYS IN ADVANCE Of lHE TIME $UCI-I INSPECTl(r,I ANO/OR DIRECTION IS REOUIAED. OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WOFIIC: 1. I. I. uP0N INSTALLAT'ION ANO TESTING OF MAIN LINES AHO LATEAAL llNES; Wl-t£N PIPES ARE LAID ANO ARE TO &E SUl:IMITTED TO PAESSURf TESts. po NOT COVER mY LINES UNTk. THEY HA\lf lleEN dE!SERVED mo APPl'!OVB). UPON INSTALLATION A.NO TESTING Of VALVES. QUICK COUPLERS, IIACKR.OW PREVENTER DEVICE. AUTOMATIC CONTROllERS. AND CONTROL VAL YES ANO 'MRE5. IM-IEN THE Sf'fUN!q£R SYSTEM IS COMPLETEO, THE CONTAACTOR. IN THE PAESENCE OF THE ARCHITECT. $I-IALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE Of WATER AFFORDED THE lA.WN ANO PLANTING AREAS IS COMPLETE ANO ADEQUATE. rnE CONTRACTOR SHALL FURNISH All MATERIALS ANO PERFORM All WORK REOUIREO TO CORflECT AHY INADEOU~S TO COVER. •· FINAL OBSERVATION ANO PERFORMANCE TEST SHALL BE AT THE SAME TIME AS lHE FINAL OBSERVA TlON OF lHE LANDSCAPE WORK TESTWII: CITY INSPECTOR MUST APPROVE OF THIS TEST! ALL PVC MAIN ANO LATERAL LINES SHALL BE SU8JECTEO TO A PRESSURE TEST OF 125 PSI FOR A PERIOD Of FOUR HOURS. AU. TESTING SHALL BE IN THE PRESENCE OF THE ARCHITECT. APPROVAL SHALL BE RECEIVEO BEFORE BACKFUING ANY TRENCH. 00 NOT COVER AHY LINES t.HTL THEY HAVE BEEN 06SERVE0 AND APPROVED. CONTRACTOR SHALL FURNISH ALL EQUIPMENT REQUIRED fOR TEST INCLUDING SEVERAL PRESSURE GAUGES AS REQUIRED BY CITY INSPECTOR. RECORD DRAWINGS: BEFORE FINAL ACCEPT~ OF WORK. THE CONTRACTOR SHAU. PROVIDE A RECOOO SET OF ORAWINGS SHOWING THE SPRINKLER SYSTBI WORK 1. AHY CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON DRAWINGS SHALL BE SO INDICATED ON TME RE'CORO DRAWINGS. t. VALVES SHALL BE NUMBERED ANO CORRESPONDING NUMBERS SHALL BE SHOWN ON THE RECORD DRAWINGS. a. 5_ ALL REMOTE CONTROL VALVES, SHUT-OFF VALVES, OUICK COUPLER VALVES SHALL BE LOCATED BY MEASURE DIMENSIONS DiMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS ANO SHALL BE TO TI-IE NEAREST ONE-HALF FOOT. ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER, PREPARE AND MOUNT A CHART SHOWING THE V-'LVES AND SPRINKLER HEADS SERVICED BY THA.T PARTICIJlAR CONTROLLER. All VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE ANO THE DRAWINGS ANO SHALL BE COLOR COOED FOR EACH SEPAR-'TE AREA SERVICED BY EACH VALVE. ONLY THOSE AREAS CONTROLLED BY THE CONTROLLER SHALL BE SHOWN. THIS CHART $HALL BE A PLOT PUN, ENTIRE OR PARTIAL, SHOWING BUR.DING, WAlKS, ROADS ANO WALLS. A PHOTOSTATIC PRINT OF THIS PLAN. REDUCED AS NECESSARY ANO LEGIBLE IN.All DETAILS, SHALL BE MADE TO A SIZE THAT WILL I'll INlO TttE CONTROLLER COVER. THIS PRINT SHAU. BE APPROVED BY TitE ARCHITECT ANO SHALL BE HERMETICALLY SEALED BY PLASTIC. THIS SHALL TI-IEN BE SECURED TO THE INSIDE OF THE COVER II.IMEDIATELY UPON INST-'LLATION Of ANY BURIED PIPE OR EQUIPMENT THE CONTFIACTOR SHALL INDICATE ON THE DRAWINGS THE LOCIITIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS, SIOEWALKS, CURBS AND DRIVEW-'YS. 1.08 GENERAL REOUIREMENT'G: A. COOE REOU1REMENTS SHAll BE THOSE OF STATE AND MUNICIPAL CODES AND REGUU\TIONS LOCALLY OOVEANING ll«S WORK. PROVIDING THAT N« REOUlREMENTS OF lME DRAWINGS AND SPECIACA TIONS, NOT CONFI.ICTING TliEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN. UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTEO BY THE DISTRICT B. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING ANO WORKING IN lttE ARE-' DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. C. 0 F. G. H. L J. K. CONNECTIONS Sl-1Al.L BE MADE -' T IY'PROXIMA TEL Y THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SH-'Ll BE RESPONSIBLE FOR MINOR CHMIGES CAUSED BY ACTUAL SITE CONDITIONS. LANDSCAPE HEADERS AND MOWING STRIPS SHALL BE IN PLACE BEFORE INSTALLATION Of SPRINKLER SYSTEM SCALED DIMENSIONS ARE AP?ROXIMA TE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL C-'REFULLY CHECK ANO VERIFY ALL DIMENSIONS. PLAN LOCATIONS Of HEADS, VALVES. CONTROLLER ANO PIPE LINES ARE DIAGRAMMATIC ANO INDICATE THE SPACING ANO RELATIVE LOCATIONS OF ALL lNST ALLA TIONS ALL LINES SHALL HAVE A MINl!,AUM CLEARANCE OF FOUR (-4) INCHES FROII EACH OTHER, ANO Fl'IOM UNES Of OTHER TRADES. PAIW.lB.. LINES SHAU.. NOT 81: INST AL LEO OIRECTL Y OVER ONE ANOTI-!Elt DIELECTRIC BUSHINGS SHALL BE USED IN MIY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. POINT Of CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGAOUNO Plf>ING ANO VALVES A.HO PROVIDE -'LL FLANGES. ADAPTERS OR OTHER NECE$SAflY FITTINGS FOR CONNECllOM. PERMISSION TO SHUT Off NAY t;.r..tSTING IH-\JSE WATER UNES MVST IE OBT AINEO 48 HOURS IN ADVANCE. IN WRITING FROM 11-£ O\VNEl'c n'E CONTRACTOR SHAU. RECEIVE INSTRUCTIONS F'AOM THE 0WN£A. '4S lO TttE FY' rT 1. ENG TH OF TIUE OF EACH SHUT~ CONTRACTOR SHALL ACOUAWT l-llMSELf WITH All SITE CONOITIONI PART2-PROOUCTS 2.01 MATERIALS: A PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIOE OIAMETER UNLESS OTHERWISE NOTEO. • 1 . f'VC PRESSURE MAlNUNE PIPE ATT...osc 2. All BURIEO PRIVATE PIPING IN rnE RECLAIMED WATffl SYlilBI SHALL 8E INSTALLED WITH WARNING TAPE IDENTIFYING It AS RECI.AIMED WATER WITH THE EXCEPTION OF INTERMITn:NT PRESSURE LINES. INTERMITTENT PAESSl,mE .LINES (LINES ON THE DOWNSTAEAM Stoe OF A CONTROLLER VAlVE ntAf Will NOT 8E SUSJECT TO CONSTAHT PRESSUR€) MAY 8E Ell:CEPTEO AS LONG AS IT IS APPARENT, OUE TO LINE SIZE ANO LOCATION AS DETERMINED SOLELY BE lHE DISTRICT ENGINEER OR INSPECTOR, 11-IAT THE LINES ARE PART Of A RECLAIMED WATER SPRINKlfll IRRIGATION SYSTEM. STENCILED PIPE, AS SPECIFIED BELOW, WILL BE .ACCEPTED IN CONJUNCTION WITH WARNING TAPE. (8) IC) PRESSURE MAIMJNE Pll'ING FOR SIZES Z' ANO LARGER SHALL BE PVC CLASS 315, MIO SHALL BE PURPLE. PIPE SHAll BE MADE FROM AN NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUNO CONFORMING TO ASTM RESIN SPECIFICATIONS "0178-4'. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTl-1 IN FEDERAL SPECIFICATIONS PS-22-70, Wlltt AN APPROPRIATE STANDARD DIMENSION (S.O.R.) -(SOL VENT WVEl.O PIPE) PRESSURE MAlt-fllNE PIPING FOR SIZES 1-112· ANO SMALLER SHI\U BE PVC SCHEOULE 40 WlTH SOI.VENT WELDED JOINTS, MIO SHALL BE PURPLE. PIPE SHALL BE MADE FROM NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TO THE ASTM RESIN SPECIFICATIONS "01785•. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATIONS PS-21-70. PVC SCX_VENT-WELD FITTINGS Sl-iALL BE SCHEDULE 40. 1-2, 11-1 NSF APPROVED CONFORMING TO ASTM TEST PROCEDURE 02466. SOLVENT CEMENT ANO PRIMER FOR PVC SOLVENT WELO PIPE AND FITTINGS SHALL BE OF TYPE AND INSTALLATION METHODS PRESCRIBED BY TIIE MANUFACTURER All PVC PIPE .. UST BE.AR THE FOUQWING MARKINGS. 1 . MANUFACTURER'S NAME t NOMINAL PIPE SIZE 3. SCI-IEDUlE OR CLASS c PRESSURE RATING IN P.SJ. S. NSF (NATIONAL SANITATION FOUNDATION) APPROVAL 6 OA TE OF EXTRUSION fH) ALL FITllNGS SHALL BEAR THE MANUFACTURER'S NAME OF TRADEMARK, MATERIAL DESIGNATION. SIZE. APPLICABLE I P .S. SCHEDULE AND NSF SEAL OF APPROVAL. A.C.P .. ,e· ANO N30VE, SttALL HAVE THE WORDS "RECLAIMED WATER• STENCR.EO IN 2-INCH GREEN LETTERS ON BOTI-J SIDES OF THE PIPE IN AT LEAST THREE PLACES IN A 13-FOOT SECTION Of PIPE (TOTAL OF SIX PLACES PER SECTION Of PIPE). ALL PIPE SHALL HAVE STENCILING APPEARING ON BOlH SIDES OF Tl-IE PIPE WITH THE MARKING "RECLAIMED WATER' IN S/8' LETTERS REPEATED EVERY 12 INCI-IES. PVC NON-PRESSURE LATERAL LINE PIPING APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING (B) NON-PRESSURE BURIED LA TERAl LINE PIPING SHALL BE PVC CLASS 200 WITH SOLVENT-WELD JOINTS, AND SHALL BE PURPLE. PIPE SH-'LL 6E MADE FROM NSF APPROVED, TYPE 1, GR-'DE 11 PVC COMPOUND CONFORMING TO ASTM SPECIFICATIONS "01764'. ALL PIPE MUST MEET REQUIREMENTS SET FORlrt IN FEDERAL SPECIFIC-'TION PS-22•70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO TESHIMA DESIGN GROUP INl'OSCAP't!; AACHJTECTI.lllf; U\l'ID PLANNING AREAS " 0~ COMSULl;zS ruo ~ t'.r.cN, ~t: ...... ~ DE:SIGNEll Ill': Ol'IE: l)IU.WN .,., SOlol.£: - PRO.IECI' ..oit.· .IOII NO.: ----P£. 8. C. D. E f_ G. H. I. EXCEPT AS NOTED IN PARAGRAPHS (AJ ANO Ill) Of' SECTION 2.01.A.1(AJ ANO (B). ALL REQUIREMENTS FOR NON.PRESSURE LATERAL LINE PIPE ANO FITTINGS SHALL BE TIE SAME AS fOR SOLVENT-WELD PRESSURE MAINLINE PIPE AND FITTINGS AS SET FORTrt IN SECTIOli 2.01 .A.1 OF THESE SPECIFICATIONS, (PRIMER NOT REOUIREO) ALL UNSIZED ENO RUN LATERAL LINES SHALL flE 112• PIPE, CL 315 PVC. :I. BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. FITTINGS ANO CONNECTIONS: 1. •• POLYVINYL CHLORIDE PIPE FITTINGS ANO CONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOO PIPING, TAPERED SOCKET OR MOLDED ll-tREAD TYPE, SUITABLE FOO EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC S-'DDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WlTH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE ANO SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION !NSF) SE-'L OF AP.PROVAL. PVC FITTING SHALL CONFORM TO ASTM 0246-4 ANO 02466 BRASS PIPE FITTINGS .\NO CONNECTIONS: STANDARD 1ZS POUND CLASS 65% RED BRASS FITTINGS ANO CONNECTIONS. WARNINGTAPE: THE Pi.ASllC WARNING TAP~ SttAll BE PREPARED WITH Sll\lEA PRINTING ON A PURPLE i"IELO HA.I/ING THE WOROS. 'CAUTION: RECLAIMED WATER LINE BELOW'. THE OVEJ\AU. WIDTH SHALL BE 3 INCHES. WARNING (CAUTION) TAPE SHALL BE AS MANUFACTURED BY THOfl ENTERPRISES, INC., P. 0. BOX 4SO. SUN PRAIRIE, WISCONSIN, 53590, {Pf-lONE: (608) 837-7197). WARNING TAPES SH-'ll BE INSTALLED DIRECTLY ON TOP OF llE PIPE LONGITUOINAU.Y AND SHALL 6E CENTERED. THE WARNING TAPE SHALL SE INST Al.LEO CONTINUOUSLY FOR 1HE ElfTIRE LENGlH OF THE PIPE ANO SHALL BE FASTENED TO EACH PIPE LENGTH 8V PLASTIC TAPE BANDED AROUNO THE PIPE WITH FASTENERS NO MORE Tl-lAN 5 i"EET APART. TAPING ATTACHED TO 11-IE SECTIONS Of' PIPE BEFORE LA YING IN THE TRENCH SHAU. lil\VE A.AP$ $UFFIC1ENT FOR CONTINUOUS COVERAGE. All A!SERS BEiWEEN THE MAltlllNIE ANO CONTROL VALVES SHALL 8E INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINIJOUSL Y ABOVE PIPING 10 BE INSTAlLEO 12 INCHES MCNE REa..AIMEO WATER LINE. AUTOMATIC CONffiOL WlRE: 1. ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. U, SOLID. SINGLE CONDUCTOR, COPPER WIRE, 4164 INCH INSULATION, ,4J6.4 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EOUAL. COLOR CODE WIRES TO EACH V/IJ... VE. COMMON WIRE SHALL BE WHITE. AUTOMATIC CONTROLLER: 1. CONTROLLER SHALL BE FURNISHED AND INSTALLED COMl'LETE W!lH All WATER, aECTRICAL ANO DRAINAGE SERVICES, FIEAOY FOft OPERATION UNIT SHALL BE RECTRIC, SELF-CONTAINED OUTDOOR TYPE. WALL-MOUNTED, OR APPROVED EOUAL. SEE OETAk. FOR CONTROLLER ENCLOSURE. 11! UNIT SliAlLHAVE A MINIMUM OF STAllONS CAI.LEO OUT ON PLANS. J. CONTROLLER SHALL BE THE LATEST MODEL Of THE PARTICUI.AR MANUFACTURER SUPPLIED. 4. UNIT SHALL BE A 120,VOLT, 6D•CYCLE CONTROLLER, BE COMPlETELY AUTOMATIC AND SHALL FUNCTION OPTIONALLY WITH OR WITHOLIT THE a..OCK. I. ANY STATION MAY BE REPEATED INDEPENDENTLY IN ANY 24 HOURS. I. STATIONS SHALL BE ADJUSTABLE FROM 1 TO 59 MINUTES. 7. CONTROL PANEL SHALL BE REMOVABLE PLIJG,JN TYPE. I. MECHANISM SHALL BE HOUSED IN A STURDY, VANOAL-PnOOF CASE, MANUFACTURED OF H-GAUGE STEEL, OR CASE ALUMINUM; FURNISHED FOR MAXIMUM EXTERIOR PROTECTION. II. Tl-IE CLOCK ANO ALL WORKING PARTS OF THE CONTROLLER SHALL BE CONTAINED WITHIN ONE PROTECTING COVER CONTROL VAlVES: I. REMOTE CONTROL VALVES SH-'J.L BE OF ALL PLASTIC BOOY. VALVE SHAlL BE PROVIDED WITH AN ADJUSTABLE FLOW CONTROL STEM ANO SHALL SE OPERABLE MANUALLY WITHOUT ELECTRICITY. V-'LVE BOX. 1. FOR REMOTE CONTROL VALVES 11-112" X 16' X 11• RECTANG!A.A.R BOX MANUFACTURED BY Cl'.RSON INDUSTRIES 114129-128 WITH PURPLE BOLT DOWN COVER OR APPROVED EOUAL. t. FOR BALL VALVE: 10' X 10'1/-4° ROUND, CARSON INDUSTRIES #910- 128 wrrn PURPLE BOLT COVER OR APPROVED EOUAL. EXTENSION SLEEVE TO BE PVC-v· MINIMUM SIZE. 3. FOR QUICK COUPLER VALVE. SEE VALVE BOX FOR BAf.L VALVE ANTI-OR-'IN EXCESS ROW VALVES; 1. ANTI-DRAIN EXCESS FLOW VALVES SHALL BE MAINTENANCE FREE ANO CONSTRUCTED OF HEAVY DUTY TYPE I PVC WITH STAINLESS STEEL ANO NEOPRENE INTERNAL PARTS_ VALVES SHALL BE ADJUSTABLE FROM 6 FEET TO 40 FEET OF HEAD ANO SHALL PREVENT ALL LOW HEAD DRAINAGE OUICKL Y MIO POSITIVELY AFTER RVC SHUT-OFF. VALVES SHAlL HAVE A FEMALE IPS THREA.DED INLET ANO OUTLET ANO BE OF TI-IE SAi.iE SIZE AS THE RISER. THE ANTI•DRAIN VALVES SHALL 8E HUNTER HGV. OR APPROVED EOUAL. SPRINKLER HEADS SHALL 13E AS REQUIRED ON THE ORAWINGS OR APPROVED EQUAL. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. QUICK COUPLER ASSEMBLY· 1. NON-POTABLE QUICK COUPLER V-'LVE: (A) QUICK COUPLER VALVE SHALL BE 1· SIZE: LOCKING C-'P. RUBBER COVER Wilt-I NON-POTABLE WARNING L-'BEL WITH ACME THREAD TYPE. (13) QUICK COUPLER KEY SHALL BE OF BRASSl8RONZE WITH A HOSE BIB ASSEMBLY. BENCHMARK: "AS-BUILT .. OCSCRIPTIQI, STNCIAAO DISC Ill flUStl ~ f>5l' OJRNJl ON tlOR™ "8IJlUOO' or OISl ll!iROCl£ Of'. OATE t.OCATOO N'l'ROX. JOO flD 50Ulti or SDUIH omr< 10 <M.5811,D SU.TE Mt!( ea fUJ PST Of CDllmJNE Of NORni IIOllCD OliRlSIMO 8LW'D. ON l'OlfiO SllHJ IRDC( IIO. ATllll2 II003 n...a_...pu1c Awe~ Suite C San Dlero, CA 112131 Tdephonc: (819) 693-8824 !Ft.Xe (til9J -.1182 -· -"'-• . '41 R£VIEWEO BY: ~Ii._ C,mifo,,m -~ ,.,...,......, .,._.,,,_,,00 -F111~1',1t-t)1-M,,ft() DATE: 11/14/95 OAT£: f!CE: IN'.iPl:CfOR 0-'fE REOORD fltOM NJRIH mJKIY W£JmCW. ClOHlllCN.. OIU~ tKlOK, fWl£: 115 ttO. OC 0147 filVATION: 50.551! IISL J. CHEaC VALVES SHAlL BE Of' BRASS OR BRONZE, VERTICAL SPRING• LOADED />H.> SWING CHEQC. K. l!IAll VALVE&'. 1. BALL VALVE I INCH SIZE TO 2 INCH SIZE SHALL MEET ASn.t ST ANO-'ROS WITH SEALS WHICH ARE SELF ADJUSTING TO COMPENSATE WEAR BAU VALVES SHALL HAVE MOLDED MICRO- FINISH 8All Willi LOW TORQUE REQUIREMENTS TO OPERATE UNIT MANUALLY. BALL VALVE SHALL HAVE A PATENTED FE-'TURE - "PRELOADED" STEM SEAL ANO IMPACT RESISTANT HANDLES 2. BALL VALVE 2· SIZE TO 4· SIZE SHALL HAVE OOU8LE UNION WITH ONE END BLOCKED WHICH PREVENTS BALL FROM BEING BLOWN OUT UNDER PRESSURE. BALL SEA TS ARE TEFLON TO INSURE EASE OF OPERATION. ENO CONNECTOR CARRIER ANO STEM O'RING ARE EPDM. 3. PROOUCT: 1· -2· SIZE (KING BROS. LO. TORQUE BALL VAlVE I.IODELS LT. 1000-T THRU lT.2000-T) r ·◄-SIZE (KING BROS BLOCK TRUE UNION 8All VALVE MODELS VALENCIA, CALIFORNIA 9138-4 PHONE: (800) 541~2672 OR (805) 257-3~ M. CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. t.l. BACKFU SHALL BE CLEAN FU SOI.. 0. OONTRACTOR SHAU. PROVIDE TO THE OWNER: I • TWO (2) CONTROL V Al VE l<EYI. t TWO (2) WRENCHES FOA REMOVING EACH DlfFERENT TYPE OF SPRINKLER HEAD. I. ONE (1) 411· TEE WRENCH FOR OPERATING GATE VALVES. C. SIi( (6) QUICK COUPLER KEYS ANO SIX (6) HOSE 618 ASSEMBLIES. I. FIVE (5) KEYS FOR OPENING ANO LOCKING EACH AUTOMATIC CONTROLLER. P. PRESSURE REGlA..ATOR SHALL BE 8RONZ£ WITH SCAEW FITTING. SEE 0£TAI.S ANO ORA.WING. PARTS-EXECtmeal 3.D1 GENEJIAI. AEOUIREMEHfS: A. LOCATIONS ON ORAW!N9S.,t.AE OIAGR.~•A"lC ANO Af'PA()XIMAlE ON.Y ANO SHM..l llE ~ NID AOJu$tl3) A$ NECESSARY AS OlflECTEO 'to MEET EXISTIHG COlfl)ITIOHS ANO OBTAIN COMPLETE WATER COVERAGE. LOCATE ANO STAKE AU WORK ANO OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTN.U.TIONS. B. INSTAU. AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS. ANO AS NECESSAAV TO CA.RAV OUT THE IHTEHT OF THE l)RAWINGS ANO SPECIFICATIONS. C. lOCATE l.lHE$, VAi.YES /WO ()Tl-ER UNOEAGROUNO VTIUllES ANO RECEIVE lHE APPROVAi. OF rnE AACKla;T BEFORE DIGGING TRENCHES. ll .Dt INSTAIJ.ATIOH OE 1RA1GA TION SYSTEM: A. EXCAVATION ANO BACKf1UJNG OF TRENCHES: 1. EXCAVATE TRENCHES, PREPARE SUBGRAOE, ANO BACKAU. TO LINE ANO GAAOE WITH SUFFICIENT ACOM FOR PIPE ATTINGS, TESTING /WJ INSPECTING OPERATIONS. 00 NOT BACl<Flll Umll niE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. t. OEPTI1 OF TRENCH: POL YV1NYl Cl-I..~ PRESSl.mE I.ME ta• MINIMlM POL YVIHVL CI-LORIOE NON-PRESSURE ll'E 12· MINIMlM SCHEDULE 80 PVC SLEEVES 24" MIN. UNDER PARKING LOT PAVING. a. TRENCHING TI-JROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD: (A,) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH ANO SU8SOII. ON OPPOSITE SIDE. 4. SUBSOIi. SHALL 8E FREE OF ALL ROCKS OVER ONE (1) INCH IN DIAMETER, DEBRIS, ANO UTTER. PRIOR TO USE AS BACKFILL WHERE SO 1N01CA TEO ON DETAL 5. REPAIR ANY LEAKS AND REPLACE All DEFECTIVE PIPE FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COV£R Al-('( LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORl<MANSHIP >ND M-'TERIALS. fl. 8ACICFU TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE ANO APPROVED MATERIAL. TAMPING SOIL A.ROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 110% COMPACTION HAS BEEN ACHIEVED. 7. BACKFILL MATERIAi. SHALL BE AN APPROVED SOIL. FREE FROM ROCKS MID CLOOS. B. INSTAU.ATION OF POL YVWY1_ CH..ORIOE PIPE: 1 . BECAUSE OF lttE NATURE OF Pl.ASTIC PIPE ANO FITTINGS, EXERCISE CAUTION IN HANDLING. LOADING ANO STORING, TO AVOlO DAM.I.GE 2. THE PIPE NW FITTINGS SHALL 8E STORED UNDER COVER UNTIL USING, ANO SHALL BE TRANSPORTED IN "VEHICLE wrrn A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SOAS NOT TO BE SUSJECTEO TO UNDUE BENDING OR CONCENTRAlEO EXTERNAL LOo\O AT Al-('( POINT. 3. ANY PIPE THAT HAS BEEN DENTED OR OAM.t.GEO SHALL BE DISCARDED UNTIL SUCH DENTED OR 01\MAGED SECTION IS CUT ANO RE.JOINEO Willi A COUPLING. •. TRENCH OEPTH SHAl.l 8E AS SPECIFIED ABOVE fROM lHE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS. CLOOS, ANO OTHER SHARP-EDGED OBJECTS. 5-PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EOUAl, BEFORE WELDING SOL VENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL SE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING MID GLUING TOGETHER R.. awe --~ -O<CINEBf)f--R£VIS10N DESCRIPTION --- C. D E. F. G. H. l J. fl. PIPE SHALL 8E $NAKED FROM SIOE·ft>.fllDE Of' TRa.lCH BOTTQ,110 NJ..0# f-OR EXPANSION ANOCONmACllON. 7. CENTER LOAD PIPE ll\llTH SMALL AMOUNT OF IIACKFl.1. TO PREVl:NT ARCHING ANO SLIPPING UNDER PRESSURE. t.EAVE JOINTS O.POSS> RJR INSPECTION OU!llNG TESTNG. 8. NO WATER SHALL 8E PERMITTEO .. THE PIPE UNTL INSPECTIONS HAVE BEEN COMPLETED AHO A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOL VENT WELD SETTING ANO CURING. 11. PLASTIC TO METAL JOINTS: SOLVENT-WELO, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER c:,i,a_y, 10. PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER Of«.. Y. 11. SOLVENT-WELD JOINTS: ASSEMBLE PER M-'NUFACTURER'S RECOMMENDATION 12. THRUST BLOCKS: THRUST BLOCKS CXlNSl$TING OF A t.lllllMUM OF ONE (1) CUBIC FOOT OF CONCRETE p.000 PSI) SHALL BE INPA! I FD AROUND MAIN LINES THREE INCHES tT) AHO «NE AT et.BOWS AND AT POINTS Of' CHANGE IN DIRECTION. INST AU.A TION OF BRASS PIPE: I, t. CUT BRASS PIPING av 'PC>WER HACKSAW, CIRCl.ll.NI CUTTINe MACHINE USlNG AN ABRASIVE Wlft.. OR HANO HACKSi',W. CUTNO PIPING WITH M£TAWC ~ CVTTEII Of' !14'( OESCAll>TION. t$AII AND REMOVE 0000H 1::009 0A 8URkS SO $MOO'hf ~ UNOOSTRUCTEO FLOW IS OOTAINED- CAl'!EFULLV A.NO SMO()THLV PI.Af;f ,., VALE ~RE.AO ONLY. TIGHTEN SCREWED JOINTS Wlrn T°"'8S CIA~. CAIJ.J(!N(I S NOTPERMITTEO. REMOTE CONTRCI. W!RN,I: 1. I. I. ,. OIRECT 8URIAI. CONTROL WIRE SIZl5S: AS 6110\'AII ANO $f' ECL D HEREJN B""°""' PROVIOE ()NE CONTROL WIREANDON!O(lMMON Gf!O(.N)WN:19 SERVICE l:ACff VAl'#E tN $YST81. NIOVIOE •0FOOT Ml~ EXPANSION LOQP ).T ~ YI.I.VE fO \PERUJT REMOVAL AND MJ\INl'ENANCE OF VAlVEI.. . INSTAU. CONmOL WIRE$ AND IRRIGATION PIPING IN C01A1011 lREN<:HES Wl-ll"RPVER ~. CONTROL WIRE SPLICES: AU.OW CN.V ON RUNS CE MORE mAN- FEET, SPLICES AS FOUOWI: (1) l2'J STRIP OFF MINIMUM OF 2-112 liCHE:S OF INSUl.ATION FROIIII EACHWIRE. TWIST ON SCO~IE:8.EClftltAL SPRING COl'wlEC,DII. MINIMUl.4 FOUR TUANlt SEAi.CONNECTOR IN E.f'Ol(Yl'JE9I. T.t.PE COMPI..ETEO SPUCf wmt SCOTCH JS aecTfllCN.. TAPE II. NUMBERJNG ANO TAOONG: IOENTIFVDI CT flUhW. CONTRO.,_ ~.a S FROM AUTOMATIC VALVES 1'0 TERMINAL STRIPS OF CONTAOU.ER At TERMINAL STRIP BY TAGGING WIRE WllM NUMBER OF CONNECTED VALVE. AlJTOMA TIC CONTROllER: t. AUTOMATIC CONll'IOLLER SHA.LL BE INSTAU..ED AS SHOWN AND DIRECTED-CONTROLLER SHA!J. BE TESTED WITH COl,IP\£11: ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL 11E RESPONSl8LE FOR TEMPORARY POWER TO THE COHTROUER FOR OPERATION ANO TESTING PURPOSES. 2. CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHN 1M: PEDESTAL OF THE CONTAOU.ER. M...I. WIRE SHALL FOLLOW THE PRESSURE MAIN INSOFAR AS POSSB.E. B.ECffilCAl WIRNG SHAU. 8E IN A RIGIO PVC PLASTIC CONDUT FROM CONTROLLER TO ELECTRICIIL OUTLET. THE ELECTRtcAL CONTRACTOR SHALL BE RESPONS18LE. FOR INSTALLING ALL WlfUNG TO THE SU6-f'ANELS. CLOCKS, OR ELSEWHERE AS REOU1RED, IN ORDER TO COMPl.ETE THIS INSTALLATION. A DISCONNECT SWITQ-1 St-lALL BE INCLUDED. ◄. CONTROLLER SHALL HAVE A MASTER SWITCH. IT St-lALL 9E POSSIBLE TO OPERATE EACH VALVE MAHUAl.l.Y, INDEPENOENTOF THE CLOCK Of N« OllER VALVE. REMOTE CONffiOl VALVES: 1. INSTALL REMOTE CONTROL VALVES AS SHOWN ON DETAIL ... STALL NO MORE THAN ONE VALVE PER BOX. STENCIL VALVE NUMBER NE CONffiOLLER LETTER ON UNDERSIDE OF VAL VE 80)( LIO. VALVE BOX: 1. INSTALL VALVE BOXES AS SHOY!/N ON DET-'ll. IHSTALL NO MON:: THAN ONE VALVE PER 801C. SPRINKLER HEADS· 1. ALL SPRINKLER HEADS SHA.U BE INSTALLED AS PER OET-'llS SHOWN. 2. NOZZLE SIZE OF All HEADS SHALL 9E ADJUSTED TO SUIT NfV PARTICl..k.AR CONDITlONS OF 1HE NEA THIS 8HAll BE OONE AFTER THE SYSTEM HAS BEEN THOROUGH..Y TESTED, IMMEOIATEL Y AFTER WRITTEN NOTIFICATION BY 1HE l'.RCH!TECT TO 00 SO. OIJICI( COUPLER ASSEMBLY: 1. INSTALL ALL OUICt< COUPLERS AS INOICATEO ON DRAWINGS ANO AS OIRECTEO. SET ALL VALVES PLUMB ANO TRUE TO FINISH GRADE AHO A MAXIMUM OF 12 INCHES FROM PAVING. WALKS, HEADERS OR CURBS, AND -'S SHOWN ON PLANS ANO AS DIRECTED. BALL VALVES: 1. INSTALL WHERE SHOWN AS DETAILED. SPECIFICATIONS U:H Cltt!?fNG ~AD I(~ POINSETTIA SHORES RV PARKING LOT APPR<Nm~Jl /-l.f-76 ASSISTANn>LANNING DIRECTOR IM'lt: IDWN IY· II l'ROJECTNO. IICMIA LJC ..,f D\1E -:OtKO BY: SDP94-03 ~: 337-9N: on--.i, -..t... RVWl>BY: CMWD 93-304 ,• IC. 8>.CKl'\.OW ~: 1. BACKR.OW PREVENTER ASSEMBLY SHALL BE INST Al.LED IN AOCORO WITH MANUfACTURER'S SPECIFICATIONS, LOCATED ANO AS OIRECTED ON DRAWINGS, mo SHALL CONFORM TO ALL APPLICABLE CODE ANO ORDINANCE REQUIREMENTS. f EXACT LOCATION ANO POSITIONING $HAU_ 8E PER THE ClTY OF CARLSBAD WATE.R DISTRICT OETAL ANO VERIFIEO OH TIE SITE BY THE ARCHITECT. L. PRESSURE REGULATOR St1ALL BE INSTALLED AS PER DRAWINGS ANO DETAIL VERlfY FINAL LOCATION WITH ARCHITECT. INST,\LLATION OF ANTI-ORAIN VALVES: ANTI-DRAIN VALVES SHALL BE INSTALLED IN THE RISER ASSEMBLIES OF ALL SPRINKLER HEADS TliAT 00 NOT HAVE MANUFACTURE INSTALLED mll-DRAIN DEVICES N INSTALL QUICK COUPLERS ANO REMOTE CONTROL VALVES ADJACENT TO WAU<S ANO CURSS IN SHAUB Pl.ANTING AREAS. INSTALL QUICK COUPLER VAL \/ES NO FURTHER rnAN 100· APART. 0. St.EEVING: 1. •- •• 4. CROSSING OF ROADS WITH lf\RIGATION PIPE 0A WIRING SHALL 8E AVOIOEO WHERE~ f'OSSl8Lt. If A CROSSING MUST ee MADE. SCHEDULE ao P'IC SLEEVES SHALL BE INSTALLEO AT A MINIMUM OEPTii OF 30" BB.OW FINlSH GRADE. !RRIGA l'ION UNl;S UtilOER OWEft ASf'I-IALT ~ OR f'ORTI..ANO ~ONCRETE lM __ PAOVEMENTS (OfHEfl tHAN ROADS) SHALL 8E INSTALLED IN $CHEOtlLE 40 PVC SLEEVES AT A MINlM!.IM OEPlli Of ta·ae..owflNISHEl)_QRAC)f: FOR PEDESTRIAN PAVING AND 24" DEPTH FOft VEHICLE PAVING. . SlEEVE t12F.:$ FOR IRRIGATION LINES $HAl..l 8E A MINIMUM OF TWO (21 TIMES THE SIZE OF THE LINE IT SE.AVE$. CONTR()LlER Wll\f$ lOCATED tmDER STR«,TS QA Ontfll PERMAm:N't IMPROVEMENTS $.HALL 8£ INSTALLEO IN SEPAAATt PVC SLEE\11:S ANO (CORRESPONDING TO TVN ANO DEPTH AS Sf'EClflSD IN 0-1. ANO 0-2. ABOVE. :S.OJ CI..EAN-UI": A. AS PAOJECT PROOAESSfS, COHTAACTOA SHALL MAINTAIN AU. AREAS IN A NEAT MANNER ANO REMOVE UNSIGHTLY DEBRIS AS NECESS.AAY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS ANO CONTAINERS USEO IN ,\CCQMPUSHING WORK. HE SHALL SWEEP ANO CLEAN AU. SIDEWALKS, ASPHALT. ANO CONCRETE AREAS ADJACENT TO M PLANTING$. ............ SECTION02900 v.NOSCAPNI PART1·GENEJUIL 1.01 GEN13'tALCONOITIONS ,.oi scoPE A. THE 'NORI< INCUJOES All SERVICH, LABOR. IIATERIM.S, TRANSPORTATION AND E(lUJPMEHT NECESSARY TO PERFORM rnE WORIC INOICATEO ON THE l>RAWIHGS ANO AS SPECIFIED HEREIN AND AS REOUIRED TO COIAPI..ElE PR01>EAL Y niE C<;lNTR.t,eT. a. REUi.TED WOflC: .. I, IIAIGATICJN isecTION oa 1oi 1.n SUBMITTM..S A. COtlTMCTOA SHlll.L Sleun-A 'IYP'EWRITTEN UST WITH Sl'EClFlCA T10NS OF AU. fEAStBlE MATERIALS. 1'4CLUDING SOIL AMENDMENTS, FERTLIZERS, PLANT MATERIALS. ETC .. WITH OUANTITl€S OF EACH. 1 . o• OEFNTIONS OF lEffLIS A "PL\NTING AREA" $HALL MEAN AU_ AREAS TO IIE SEEDED. SODOED. Pl.AHTEO Willi TREES. SHAUBS. ANIMJR GROl.N)C()IIERS. I .15 GlJARANlEES .11ND REPlACBIENTS A Pl.ANT MATERIALS: PLANTS (15-GALLON SIZE AND LARGER) St1ALL BE GUARANTEED TO LIVE ANO GROW IN HE.AL llfY CONDITION FOR ONE YEAR AFTER ACCEPTANCE a. f'I.ANT MATERIAL SMALLER THAN 15-GALLON SIZE: SHALL IIE GUARANTEED to LIVE ,.,,,OGROW IN VIGOROUS HEAt 1HY UPRIGHT CONOltlON FOR A MNMlM OF ()NE GROWING SEASON AFTER FINAL ACCEPTANCE Of WORK (EXClUOING SEASONAL COLORj. C. REPLACEMENT: ALL f'LANTS NOT HEALTifY ANO IN VIGOROUS GROWING CONOITION AS DETERUIMEO 8Y THE 1.ANOSCAPE ARCHffECT SHAll BE REPLACED IMMEDIATELY Pl.ANTS USED FOR REPLACEMENT SHALL 8E THE S,....E KIND ANO SIZE AS SPECIFIED IN TttE PLANT UST. THEY Sl1ALL 8E FURNISHED. l'LNff"EO ANO FERTILIZED AS ORIGINAU Y SPECIFIED AT NO COSTS TOOWNER. I .N VIHACATIClN Of ElOSTNG CONDITlONS A_ All ICALEO DIMENSIONS ON THE ORAWWGS ARE APPROXIMATE. BEFORE PROCEEDING WllH MlY WORK, THE CONTI\ACTOA SHAU CAREf\A.l Y CHeO( ANO VERIFY All DIMENSIONS. QUANTITIES, ANO GRADE REVATIONS, AND 611All IMMEDIATELY INFORM Tl1E LANDSC-.PE -.RCHITECT OF -.NY DISCREPANCIES. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. •• 1.17 1 .GI A. •• C. o. E. 1.N "· •• C. 1.10 A. PRIOR TO THE EXCAVATION fOA PLANTING OR PLACING OF Pl.ANT MATERIALS . TttE CONTRACTOR SHALL VERlfY THE LOCATION OF AU.. UNOERGROUNO UTUTY LINES AND OTHER IMPROVEMENTS. ANO TAKE Pf\Of'ER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS IN THE EVENT OF CONFUCT BETWEEN SUCH IMPROVEMENTS AND PU.NT lOCA TIONS. ntE CONTIW::TOR $HALL NOTIFY THE LANDSCAPE AJIICHln,(;T. AM>.ARRANGEMElfTS WU.. BE MADE FOR RELOCATION AS NECESSARY. FM.URE TO FOLLOW THIS PROCEOURE PLACES UPON rnE CONTRACTOR THE RESPONSlBILITY FOR MAKING AfN ANO All REPAIRS FOR DAMAGE RESLLTNl ~ WORK AS HEREIN sPECIFIED AT HIS OWN EXf'91SE. PROTECTION OF EXISTING IMPROVEMENTS DURING THE CONSTRUCTION AND MAINTENANCE PERIOO, THE CONTRACTOR SI-IALl TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS. mRIGATl()N LINES. DRAIN,\GE LINES, AND ALL OTl1ER UNOERGROUNO FACLITIES AND ALL PAVING, STRUCTURES. FIXTURES, ANO EXISTING Pl.ANTING$. TttE CONTR1'CTOR SHALL 8E HelD RESPONSIBLE FOR ANY ANO All DAMAGE TO SUCH IMPROVEMENTS ANO SHALL COMPLETELY REPAIR OR REPI..ACE THE SAME AT NO COST TO THE OWNER INSTRUCTIONS AND OBSERVATION ALL CHANGES ANO DEVIATIONS TO Tl-IE PLANS ANO SPECIFICATIONS BY THE t.ANOSCAl'E N\CHITECT TO THE CONTRACTOR S!-iAll BE CONFIRMED IN WRfTN!I. THE CONTRACTOR'S SUPERVISOR $HALL 8E AVAII.ABt.E OH CALL TO MAKE A JOtNT OBSERVATION Willi lME OWNER'S REPRESENTATIVE OF TME WORK. THE OONTAACTOR $HAl.l H,wf; SUFFICIENT WORK PERSONNEL AVA!!.ASlE OURIHG f'IOm.tAI-Wl'.)Ri(lNG ~ fO COfHlWT -~FICl9leltS ~DIATELY UPON REQUEST Of THE t.ANO$CAPE ARCHITECt. SUCH REPAIJl OR J:te-woruc: SERVICES ARE TO 8E PERFORMED WITHOUT INTl:RFEl'U:NCE Of REGutAA NlnlFCT SCHEDI II f' PLANTS $HALL 1!1E SlRIECT TO APf"AOVAl BY TME LANDSCAf'E .ARCHITECT AT n-lE PU.CE Of' GROWT1i ~ UPON OELIVERV TO THE SITE FOR QUALITY, SIZE AND VARttTY. $UQi APPROVM. SHAU NOT IMPAIR THE RIG11T OF OBSEAVATION N10 REJECTION AT Tlff:: SITE OIJl'llNG PROGRESS OF WOf!I{ FOR SIZE. CONDITlON Of ROOT v.Ll. LATl;NT WECTS 0A INJ\JAIES. RE.lfCTED P!,ANTS $HALL 8f REMOVfO IMMEOIATELY fAOU TH£ SITE. UNLESS Ol'HE.RWISE ~o av nE LA."IOSCAPE AACHITECf. SITE Ol!ISERVA T10NS HEREIN sPECIFIEO SHALL BE MA.OE 8Y THE LANDSCAPE ARCHITECT. lHE COHTAACTOR SHALL NOTIFY 11-E l.ANOSCAl'E AACHITECT OF A StTE OOSERVATI()N AT LEAST 4t1 HOURS IN MNANCE OF AN OOSERVATION. AN 06$ERVATION WLL 8E MADE 8Y THE LANDSCAPE ARCHITECT DURING OFFICE WORKING I-OURS ON EACl1 OF mE STEPS OR CONDITIONS LISTED BELOW THE CONTRACTO!l 0A HIS AIJ'TttQRIZEO REPRESENTATIVE SHALL BE ON SITE AT THE TIME OF EACI-I OOSEFIVATIOfll THE CONTRACTOR 'NlLl NOT BE PERMITTED TO INITIATE fHE $UCCEEDINO STEP Of WORK UNTIL HE l1AS RfcCEIVEO APPROVAL TO PROCEED 8Y THE LANDSCAPE AACHITE(;T. fHE CITY INSPECTOR SHAU. 8E PllESENT FOR Al.1. SITE OBSERVATION MEETINGS. I. It. I. ... •- r. PRE-CONSTRUCTION MEETING: IMMEDIATELY PRIOR TO THE ~ OF WOlllC OF THIS $E¢TION, CONTRACTOR SHAU. McetvE Af>f'f'OVN.. OF MATEAIALS AHO EQUIPMENT TO BE USED. AND MElliOOSOF NSTALLATKlN OF IOl-CONOf1lClNIIG »-, FEAl'U'HG MO THE SOL: RF()!\MEO 8Y A L!Ca4Se0 LA&QRATORY SHALL tlE AND PAIQ f'OO $Y 'IHE COtlTRACTOR FOR AGAICULTUIW. AND APPROVED BY THE Cltv ANO ~ LANOSCAl"E ,AACHITECT ONCE ROUGH GRADING HAS BEEN CQl,IPL.£TED. AND PRIOR TO INSTAl.a!Gi NIY Pl.ANT MATERIAL uPON THE COl,IPLETlON OF FINISH GRADING NfO Mc,N CURBS LAYOJT IN '1lE FIELD. BUT PRIOR TO MOW CURB INSTALLATION. .Al'PIIOYAL OF AU. PLANT MATERIAL OUMJIY . 1.AVOUT OF fUNT MATERIAL PRE-MAINlt.NAHCt 08$ERVA'l10N: WHEN PUNTING ANO All OTHER INDICATED OR SPECIF!t:D WORK. EXCEPT THE MAINTENANCE PERIOO. HAS 8EEN COMl'LETEO. ACCEPTANCE ANO WRITTEN APPROVAl SiAU. fSTABUStl 8EGINNING Of THE MAINTENANCE PERIOD. TiilS IS NOT A f'tuiL OBSERVAtlclN OR .ACCEPTANCE. AND IT OOES NOT RELIEVE THE CONTRACTOR FROM J,J,IY Of THE RESPONS!8ILITIES IN lttE CONTRACT DOCLIMENTS FOR Ta$ PflOJECT. FINAL SITE OBSERVATION AT THE COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLIS!i 1HE 8EalNNING DATE FOR THE GUAAAN'IEE PERIOO. ACCEPTANCE; UPONCOMPI.ETION OF THE FINAL OBSERVATION ANO THE WORK OF lttlS SECTION. THE CQt.rlfiACTOR W1U 8E NOTIFIED IN WRmNG (1) WHETHER THE WORK IS ACCEPTABLE AND (2) OF AlfY REQUIREMENTS NECESSARY FOR COMPLETION AND AOCEPTANCE:. SUSPENSION Of WORK THE LANDSCAPE ARCHITE<:T SIW..l RECOUMElffl TO THE OWNER AHY NECESSITY TO SUSP£N) me WORK WHCll. Y. OR IN PNH. FOR SUCtt PERIOO OR PERIODS AS HE MAY DEBI NECESSARY DUE TO llNSUITABLE WEATHER. OR Suett OTHER CONDITION$ M. ARE CONSIDERED UNFAVOftABLE FOR THE REASONADlE PERFORMANCE Of THE WORk. OR FOR Sueti TIME AS IS NECESSARY DUE TO THE FAILURE ON THE PART Of THE COHTRACTOft TO CARRY OUT MOERS GIVEN OR TO PERFORM Nff M AU. PROVISIONS Of 1HE <XlNTAACT. IF IT SltOlAJ) IIECOl,E NECESSARY to STOP MlRK FOR AN INOEFINITE PERIOO. THE c.0HTIW:TOR &HALL STORE All MATERIALS IN SUCH A MANIIER lliAT lttEY Will NOT 8ECOUE AN OOSTRUCTION NOR BECOME DAMAGED IN f«Y WAY, /WO HE $HAU_ T,\KE EVEAVPRECAUTION TOPREIIENTOAMAGE OR OElERIORATION Of THE WOftl( PERFORMED. THE CONTRACTOR StiALL COVER ALL OPEN EXCAVATIONS ANO SHALL PROVIDE SUITABLE DRAINAGE 8Y OPENING DITCHES, PLANTING PITS, ETC., AND ERECT TEMPORARY STRUCTURES WHERE NEC€SSAAY. GRADING 801L PAEl'MATlON. IWD l"I.AHTINO WORK SHAU. BE PERFORMED OHL y DURING l"ERIOOS WHEN BENEFICIAL ANO OPTIUUM RESlA. TS MAY BE OBTAINED. If THE UOISTIJAE CONTENT Of lHE SOil SHOULD REACH,-LEVEL THAT WORKING fl Wl'.ll.O OESffiCJI' THE SOL STRUCTURE. SPREADING. GRADING AND TILLING OPERATIONS SHALt BE .SUSPENDED UNTIL lttE MOISTURE CONTENT REACHES ACCEPTABlE LEVELS it.NO THE DESIRED RESULTS ARE ATT~ABI.E CERTiflCATIONS AM> NOTICE Of OElJVEffY OF MATERIAL THE lJ\N[)SCAPE ARCHllECT SHAU BE FURNISHED WITH DUPUCATE SIGNED, LEOIIII..E OOPIES OF CERTFIICATES ANDIOR INVOICES STATING THE BRAND, GR1'0E IU,l()UNT »,:, QUANTITY Of EN>4 fT'EM FOR ALL SOL, f'ERTUZERS. SOL CONDITIONERS. PV,NS AND OTtiER MATERIALS. RECOMMENDATION SHALL BE MAOE ■Y 1HE t..ANOSCAPE ARCtilTECT TO THE OWNER TO STOP WORK PROOf'ESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED BY THE LANQSCAPE t.R<nTECT. B. THE CONTRACTOR SHALL NOTIFY 1HE LANDSCAPE ARCHITECT W AOVNfCE WHEN ALL MATERIALS ARE TO BE DELIVERED AND 1HE MANNER Of SHIPMENT. AND SHM.L FURNISH THEREWITH AN llEMIZEO UST, IN DUPLICATE, OF THE ACTUAL OUANTITY OF 1,1,\TERIAL IN EACH 0Et..lV£RY, W ORDER TO ENSURE SATISFACTORY COORDINATION Of D8JVERY. ANO 10 EXPEDITE THE REOOlREO INSPECTION -.T n-lE POINT OF DELIVERY. 1HE m=MIZED UST. IN DUPUCATE. FOR EACH OEUVERY OF PLANT MATERIAL $HALL INCLUDE INVOICES CERTIFYING THAT SUBJECT MATERIAL HAS BEEN INSPECTED "'5 REOUIREO 8Y THE STATE AGRICULTURAL CODE PRIOR ro ACCEPTANCE OR Pl.AHTIN(l, PARTICULAA CARE. USING APPROVED EOLHPMENT, SHAU. 8E EXERCISED TO ENSUR€ SAFE LOADING, UNLOADING, Sli!PPING ANO HANOLING FOR ALL PLANTINGS FROM SOURCE TO IN-PLACE LOCATIONS INDICATED ON ll1E DRAWINGS. 1.11 f'I..ANT MATERIALS A. QUANTITIES FOR PLANT MATERIALS ARE SliOWN PER PLAN FOR CONVENIENCE ONLY ANO NOT GUARANTEED. CONTRACTOR $HALL CHECK ANO VERIFY COlNT AND SUPPLY SUFFICIENT NUM8ER TO FULFU INTENT OF DRAWINGS. 1.12 INVOICE OF MATERlALS A. UPON DELIVERY Of MATERIALS ANOIOII CC-..PlfTtON OF All SOil CONDlTIONING ANO GAAOING, BUT PRIOR TO INITIATNG l'UHflNG Of'EAATIONS, ll-JE LANDSCAPE ARCI-IITECT Willi 1HE HEltETOFORE SPECIFIED SIGNED COP& OF REQUIRED CERTIFICATES, TRIP SLIPS AHO IN\IOICES FOR $Ol. !"REPARATION M,\TERIALS. Sl1ALL INVOICE SUCH MATl:RIAL, COMPARING THE TOTM. QUANTITIES OF EACH MATERIAL i=URNISHEO AGAINST TME TOTAL AREA TO EACH OPERATION .. IF THE MINIMUM RATES OF Al>PI.JCA,TION HAVE NO'j'eEEN MET. 1l4E LANOSCAPE ARCHITECT Will REQUIRE THE OISTR18UllON OF AODITIONAL QUANTITIES OF rnESE MATERIAL$ ro Fl)I..FU THE MINIMUM AEOUIREMEHlS SPl:CIFIEO. 9. AFTER tNSTAllATION OF PUNT MATf!RIAl.l, ttlT '1IIOll lP THE PM- MAINTENANCE SITE OBSERVATION. TI'IE i.,ANOSCN'E .MCfllllCT, WITH 'OE HERETOFORE SPECIFIED SIGNED COPIES OF THE REOUl"EO ¢ERTAC-.1'8 ,_, RELATED ITEMS, SHAU INVOICE SUCH MA,~ COMPARING ruE TOTAL AREA ANO/OR THE AMOUNT$ SPEClflEtl. IF THE MINIMIJM AMOUNTS HAVE NOT DEBI FURNISHED, niE LANDSCAPE ARCHITECT WILL REOU!RE THE IN$TALLATION OF ADDITIONAL MATER!I\LS TO FULFLL 1liE M!NIMUM AEOUIREMENTS $PECIFl£0 e. A SAM/>tE OF THI: SOL AMENOMEHTS $tW.,\. Jf DEUVEflEO TO 11fE LANDSCAPE ARCHITECT WITHIN 15 OAVS N'TEA hECORDlNG OF THE CQNTRACT FOR SIJSMlTT Al TO A TESTING I.AEIORATORV, ALONG wrr1-1 SPECIFICATIONS OF EACH PRODUCT. AFTER SOIL AM!cNOMENTS HAVE BEEH THOROI.JGa.Y MIXED INTO THE SITE, RANDOM SAMPLJ:S OF THE MIXED SOIL Will ae TAKEN av 1l4E OWNER"S REPRESENTATIVE ANO SUBMITTED TO 1HE SOL LA80RATOAY FOR COMPARISON TO A CONTROL MIIC. COST OF THE ABOVE TESTING BY THE SOLS LABORATORY SHALL BE BORNE BY lttE CONTAACTOI\ 1.13 PROTECTION OF EXISTING TREES. SHRUBS »fD VN5S A. IT IS THE INTENT OF THE PflOJECT THAT CERTAIN AREAS OF lHE EJCISTNO PLANT MATERIALS SHALL BE RETAINED. PRIOR TO THE REMOVAL OF l<HY TREES. THE CONTRACTOR SHALL ~FER WITH 1liE lANOSCAPE ARCHITECt TO DETERMINE lHOSE PLANTS THAT ARE TO REMAIN 8. ALL ElCISTING TREES WHICH ARE TO REMAIN IN THE PAOJECT SHALL 8E TAGGED AND IOENTIFlED 8Y THE OONTRACTOR PRIOR TO START OF W0Ak. C. CONTRACTOR SHAll 8E RESf>ONSIIILE FORAU. tAEES lHAT NIIE TO ROl ... 91 THE PROJECT. OAMAGE TO A PLAN'TWHICH RES\A..TS IN OU.'ll10R ~ DISFIGURATION SHALL RESULT IN THE COMPLETE REM()VAL OF 1l£ PLANT, INCLUDING ROOTS, FROY THE SITE BY THE CONTIUCTOR. THE CONTRACTOR AT HIS OWN EXPENSE SHALL REf>l.ACE THE Pl.ANT Willi ale Of EQUAi.. VALUE AS ESTABLISHED BY THE lANDSCAPE ARCHITECT OR REIM9URSE THE OWNER 1lE COST OF SAID REf>l.ACEMENT If A REPI..ACEMl=NT CANNOT BE 08TAINED. THE LANDSCAPE ARCHITECT $HALL 8E THE SOLE JUDGE OF TlE CONDITION OF 1lE PLANT. D. All EXISTING TREES lliAT ARE TO REMAINSHAU.SEPAOTECTEOAT All TIMeS FROM DAW.GE BY MEN AND EOl.lll"MEHT. ALL DAMAGE BY lME C<lNTAACTOR TO EXISTING PLANTS SHALL BE AEPAIREO AT HIS EXPENSE av PERSONNEL APPROVED BY THE LANDSCAPE ARCHITECT. E TI-IE CONTRACTOR SHALl INSURE THAT NO FOREIGN MATERIAL ANOIOA LO 1ft), SUCl1 AS PAINT, CONCRETE. CEMENT, 0L. TORf'EN'tM. ACI> Oil lHE UKE. ae DEPOSITED OR ALLOWED TO BE DEPOSITED ON AlfY SOL WllHl-l lHE ORIPLNc (THE OUTSIDE EDGE CF FOLIAGE OVERHAND) OF /WV mEE OR SHRU8 OR WITHIN $" OF 11-IE TRUNK OF A VINE. SHOll.D f«Y SUCt1 POISONNl OF THE SOL OOOUR. THE CONTRACTOR SHALL REMOVE SAID SOIL AS DIRECTED av THE LANOSCAPE ARCHITECT AND REPLACE IT WITH IICCEPTA8l.E SOL AT HO EXPENSE to 1HE. OWNER. F. EXCAVATION ADJACENT TO EXISTING TREES AND SHRUBS: WHERE tT IS NECESS-.RY TO EXCAVATE IN CLOSE PROXIMITY TO EXISTING TREES /\HO SHRUBS, ALL POSSIBLE CAUTION S!iALL BE EXERCISED TO AVOID INJUffY ro ROOTS AND TRUNK. EXCAVATION CLOSE TO TREES SHALL 8E BY HANO. TUNNaJNG UNDER ROOTS T AND LARGER IN DIAMElHI. CUTTING OF ROOTS iZ" AND LARGER SHALL 8E ONLY ON lHE APPROVAL Of THE lANO$CAl"E ARCHITECT. PAINT CUT ROOTS WITHIN 2• HOURS Of INITW. DAMAGE W1ltt APPROVED PRUNING PAINT. WHEN 1HIS IS NOT POSSa £. ti:EE.P THE SIDE OF EXCAVATION ADJACENT TO TREE SHADED wmi MOIST BllRLAPOR Cl>HI//IS. PART 2 • PRODUCTS 2D1 OUAUTY A. All MATERIALS SHALL 8E OF STANDARD. APPROVED, ANO FIRST GRADE OUAUTY ANO SHALL BE IN PRIME CONDITION WIEN INST M..LEO l\NO ACCEPTEO. ALL OOMMERCIAllY PROCESSED ,..,.,DIOR PACKAGED MATERIALS SH.\U. aE ClEUVEREO TO THE SITE "' Tl£ ORlGINIIJ.. Ut'fOPENEO CONTAINERS BEARING llE M-'NUFN.:-TURER'S GUARANTEED ANAL YSlS. 2.02 SOIL AMENDMENT AND FERTILIZER A. Sl1ALL BE A WOOD RESIDUAL PRODUCT DERIVED FROM me BARK Of PINE, REDWOOD, W1-11TE FIR ANO RED FIR, OR CEDAR SHAVINGS AMENDMENT UPON ,\HAL YSIS COlfT A1N ,\T lEAST 0.5% NITROGel (ON A DRY WEIGHT BASIS) Willi AN ASH CONTENT NOT TO EKCEED 10%. A COMMERCIAL GRADE PRODUCT SH"'-l 8E USED. CONTRACTOR SHAU. SUPPL. Y ARCHIT6CT OR HIS APPOINTED REPAESalTATIVE WITH A SAMPLE OF THE PROPOSEO AUENOUEHT ACCOMPANIED BY LABORATORY ANALYTICAL ANALYSIS FROM AN APPROVED LABOR,\TORY ILLUSTRATING DEGREE OF COMPLIANCE. GU-.RANTEE WT .ICU/YO .• +Sf;CMr - 820#. NITROGEN {ORGANIC OR IIMMONICJ 0.5%. PH (LESS lttAN) Ii.II SALINITY (ECO X 103 AT 250 C) • 2.5 ASH CONTENT NOT TO EXCEED 10%. IRON (FE) EXPRESSED AS METALLIC 0.08%. DENSITY -APPROX. H UIICUIF'T. OR~ MATTER• 85%. A NON-IONIC WETTING AGENT SliOUlO BE USED. PROPERTIES: SCREEN ANALYSIS: % RETAINED ON STACKED SCREENS -1 MES11 • 0.2%: 6 MESt1 • 36.6%: II MESl1 • 25.1%: IZ MESt1 ~ SD 1%: 32 MESH• 5.9%: REMAINDER 0.9¾, S11All BE WIL-GRO LIFE, FOREST HUMUS. OR l01'MEX IF NOT AVAILA8LE. SHALL BE EQUAL TO. BENCHMARK: .. TESIIDIA DESIGN GROUP IAl'IDICAl'I',; -ClllT1DCTUR& IJUIDPUJft!IUKl eN~S KSl'll€D •: --•= •r1vEM' --· ... 'IE: ..,..[· -_ _,_, .AS-BUILT P£.. EXP. [l,t.T( D£'iUll"1DI $UNWll lll5C SET fU&f .. fAS1" CXlltfJ! ON IIClRIH "8IJIIOf1" Clf £AST illlllCE UO.lDI •• + a11BDJ1Nflf1101111Camtr ID 0tlUMI std: fllllc 10 RU Im er a>nDlJIE or lllRIH 101 IND CMlS8lltl 91..IID Oti t'UffO $WO d!IOOC IE. A.'8112 -• T .,.&A-..llolleC ........ CA.921Sl Tf.t9r • 181.11183192~ PU:llll.lllD-11113 DATE: 11114195 nao..----~.c.w ..... , .... a1a ..... Jt-1M0 •• l( .. t■~-11-aao .,.... ... -.... .... IMl9 ...~ .... -0,.11:: ace: ROIIEWE'DeY: INSPECTI>R 0-.TE tl£OORO ftlOM: IIOll1H GOIJlffi' 'lffJf10l CXlHlll(k_ aTA IIOCJK. fWE I S5 IIO. OC 1114 7 0£Vt.TION: 10.S'liB IU,L •-AGRICU.. TURAl GRADE GYPSUM -S1-iALL 8E A {CA SO<! -HlO) CALCIUM SUU'AlE PRODUCT. !M3"¥. 11D'!1. SHALL PASS A 50 MESH SCREEN. CHEMICAL REACTION WLl REMOVE SOOIUM ATTACHED TO SOIi. P.ARnct.ES GYPSUM ALSO LOOSENS HEAVY CLAY SOILS THROUGH aECTRO-CHEMICAL ACTIOIII. CONTROL OF OUST DURING .Al'f'UCATION IS MANDATORY. SHALL 8E U.S. GYPSUM. OOLMAR. SOPN'SOIL. OR B-'NDINI. If NOT AVAIV,BLE. SfW..l BE EOUAL TO. - C. St.l.PHUR (SOIL) • SHALL 8E ELEMENTAL SULPHUR (99.5%) COMMERCIALLY PREPARED SO THAT 46.9% PASSES A 50 MESl1 SCREEN. D. E. SI-IALL BE Wll-GRO. UNION CHEMICALS OR .BAKER INDUSTRIES, If NOT AVAILABLE, $HALL BE EQUAL TO. IRON SlllfATE • IRON SHALL BE EXPRESSED AS METALLIC • DERIVED FROM SULFATE -DEEP GREEN (FE 504 H20J . A MINIMUM ANALYSIS Of 20 0% ANO 98.3%RETAINEDON A 10 MESI-I SCRE.EN SHALL 8E WILSON & GEO. MEYER. Wll-GRO. OR BANOINt. IF NOT AVAILA8LE. SHALL BE EQUAL TO. PRE-Pl.ANT OR STARTE.R FEATIUZER $H.t.LL BE A COMMERCIAL GRADE FLOWAIIU: FERTLIZEfl WITH· 1"1. NITROGEN. 10% PHOSPHOROUS PENTIOXIDE ANO 111% POTASSIUM SU-FATE. NO POTASSIIJM CHLORIOE IS TO BE USEO. ORGANIC NITROGEN Sli,\LL ee FROM COTTONSEED MEAL ANO UREA PHOSPHAlt AVAII.A8LE FAOM SUPERPHOSPttATE AND COTTONSEED MEAL POTASH tROM SULFATE OF POTASH AND COTTONSEED UEM.__ SCREEN ANALYSIS: % fllETAlNEO ON STACKED SCREEN -APPROXIMATaY I· ~~~-~ ?s.a: <1$ -MESH 0.2%. AVAILABI..E PERCENTAGE HITROGel PHOSPHORIC ACC POTASN 1.0¾MK 10.0'l.MIN. 100'1. MIN 6HAl.l BE Wll-GRO. BANDIN! OR KELLOGG. IF NOT AVAILABLE. SHALL Bf EOUAl. TO. ORGANIC SOIL ENHANCER .AND $OIL-.CTIVATOR SHALL 8E SAfWON. F. POST Pl.ANT FERTILIZER (MAINTEHANCE): fERTLIZER !COMMERCIAL) SHALL 8E A COMalNATo. OF NA'T\Jf\Al ORGANIC ANO INORGAHIC GFIANUI.AA FERTILIW'S. F'REE-FLOWlNG. SUfTABLE FOR Af'l"llCA"tloN Willi Af'?R()\)EO EOOlf'MENT Ate SHALL CONTAIN Tl1E FOLLOWING MINIMUM AV,\ILABLE PERCENTAGES BY WEIGHT OF PLANT FOOi>: ,.;:nooo• AMMONIAC Slll.F A TE REMAINDER OF NITROGEN PHOSPI-IORIC ACID POTMH IROI 2N;: MANGANESE CALCllM H.0%MIN <10% MIN I 75% WATER SOLUBLE 1.25% WATER INSOLUBLE 70%MtN 3.0%Mtf. 2.CW. 0.1$4' D.15'4 t.O'II. ORGANIC NITROGEN IS OEAIVEO FROM UREA ANO COTTONSEED MEAL PHOSPHATI< FAOM iUPERPttOSf>HATE ANO COTTONSEED MEAL. POTASH FROM SUU'All OF POTASH ANO COT'tONSEEO MEAL NO POTA.$SIIJII CHLORIDE IS TO 8E USEf). SULFUR FROM SULFATE OF AMMONIA. CALClllil FROM SOPERPHOSPWATI<, IRON FROM FEFUIOUS SULPHATE ANO MIXBI StA.FIOES. -tlNC AND MANGANESE ARE EXPRESSED AS METALLIC ANO IN lHBII ELEMENTAL FORM. SCRE91 ANALYSIS: ('%RETAINED) ·Al'?ROXIMATRY: <I MESH• 1.3%:8 MESH• 24.2%: 20 MESH• 74.0%; AND 411 MESH 0.05%. SHALL BE Wll-GRO FAIRWAY. 8ANOINI. OR KELLOGG IF NOT AVAILABLE. SHALL BEEOUAL TO PlAHTING TA81..£TS SHALL BE TIGHTl Y COMPRESSED CHIP TYPE COMMEACIAL GRADE PLAHTING TAa.ETS. OF VARYING SIZES Willi THE FOLLOWING AV,\LJ,BI.£ PERCENTAGES 8V WEIGHT Of PlNff FOOD: NlfflOG8f f'HOSPHORIC AOO POTASH 20.0,,. MIN. 10 0,,. MIN. 50%MIN. SHALL BE AGAJFORl,I OR ORO-POWER. IF NOT AVAILABLE. SHALi. BE EOIJAl TO. 2.03 PLANTING BACKFU FOR TREES AND SHRU8S A. RATE OF APPLICATION IS FOR BIODING PURPOSES ONLY SOil TEST MAY REDUCE OR INCREASE TOTAL SOIL YARDAGE ANO ,....ENOMENT AND CHEMICAL AOOITIVES. PLANTING BACl(Ffll SHALL BE A lttOROUGl1L Y BLENDED MIICTURE Of TOPSOIL AND SOR._ ,\MENOMENTS AT THE FOUOW!NG MIXTURES: &OL ,..._.ENOMENT STOCK PILED SITE SOIL GYPSlM SlU'HUR (SOlJ l'IONSUI.FATE PRE-PL.ANT (1•10-10) 2.04 Pl.ANT MATERIALS 112CY t/2C.Y. Ii LBS. PEWCUIYO. OF MIX I L.85. PERICU'YO. OF MIX 1 LBS. PER.CU/YD. Of MIX 3 L.8S PERICU'YD. OF MIK A. NOMENOLATUIIE: ICIENTIFIC ANO COMMON NAMES OF PLANTS HEREIN SPECIFIED SHALL 00NFORM WITH THE APPROVED NAMES GIVEN IN "A CHEOIQJST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA." PUBLIS11ED BY THE lJNIVERSITY OF CAUfORNIA. COLLEGE OF AGRICU.. TURE, MANUAL 32 (1 !163). &EE LIST OF PLANT MATERIAL ON DRAWINGS. 9. lABEUNG: EACH GROUP OF Pl.ANT MATERW.S DELIVERED ON SITE &iALL BE CLEARLV LABELED AS TO SPECIES Af,jD VARIETY_ HOWEVER. FIN,-L OETERMINATION OF PLANT SPEClES AND VARIETY WILL BE MADE BY THE lANOSCAPE ARCHITECT AND WHOSE DECISION WILL BE FINAL. ALL P,\TENTED PLANTS (ClLTIV~ REOUIREO BY Tl1E PlNIT UST SHALL BE DELIVERED WITH A PROPER PLANT PATENT ATTACHED. C. QUALITY ANO SIZE: All PLANTS SHALL 8E VIGOROUS. OF NORMAL GROWlli. FREE FROM DISEASES, INSECTS. INSECT EGGS. AND/OR EXCEED Tl1E MEASUREMENTS SPECIFIED. D. CONTAINER STOCK: SHALL HAVE GROWN IN CONT-.INERS FOR AT LEAST &IX MONTHS. BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH WHEN TAKEN FROM THE CONTAINER S11ALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES Wini DAMAGED ROOTS OR BROKEN BALLS SHAU BE PLANTED. E. PRUNING: ATtfOTIME SHALL THE PLANT MATERIALS BE PRUNED, TRIMMED OR TOPPED PRIOR ro DELIVERY, ANO ANY ALTERATION ON THE SITE OF THEIR SHAPE SHALi. 8E CONOUCTEO ONLY W11H lttE APPROVAL AND IN TI-IE PRESEl'CE OF THE LANDSCAPE ARCI-IITECT _ F. G. H. l IC. l. M. 2.05 "· •- c. 0. l'ISPECTICm CW'" PUNT MA'reRIAL.I: REQUIM:D BY COY. 00UNTY OR STATE AUTHORIT~. Stw.t. BE A RESPONSIBLfTY OF lttE OOflfflACTOR. ANO WHB1 NECESSARY" HE SHALL HAVE SECURED PERMITS OR CERTlFlCATES PRIOR TO DELIVERY OF Pl.ANTS AT SITE. INSPECTION OF PLANT MATERIALS: PI.AHTS SHAU. 9E SUBJECT TO~ AND APPROVAL OR REJECTION AT THE PRO,ECT SITE AT ANY TIME 8EFORE OR DURING PflOGRESS OF WORK FOR SIZE.. VARIETY, CONOITION, LATENT DEfE(;Tfi ANO INJURIES. REJECTEO PLANTS SHM.L 8E REMOVED FROM THE PROJECT SflE IMMEDIATB._Y. REJECTION 11H:> SUBSTllUTION: All PU.NTS NOT CONFORMING TO 1HE REQUIREMENTS HEREIN sPECIFIEO SliAll BE CONSIDERED DEFECTIVE. ANO SUCH PLANTS. WHElHER IN PLACE OR NOT. SHALL BE MARKED AS REJECTED ANO BE IMMEOIATELY REMOVED FROM THE SITE OF THE WORK ANO REPl..ACB> WITH ACCEPT ABLE Pl.ANT MATERIALS. lttE PLANT 1,1,-TERIALS SHA1..1_ MEET AU. APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS $HAU. BE TI4E SPECIES. VARIETY, SIZE., IWE, FLOWER COLOR ANO CONDITION AS SPECIFIEO HEREIN ANO!OR AS INDICA TEO ON THE DRA'WINGS. UNDER NO CONDITION WU.. THERE BE //IN( SUllSTITUTION OF Pl.ANT sPECIES, VAR1£TY, OR ~OUCEO SIZE FOR THOSE USTEO ON THE ACCOMPANYING DRAWINGS, tXCEPT WITH THE EXPRESS WRITTEN CONSENT Of THE l>HOSCAPE ARCHIT1'Cf. RIGHT TO CMANGE$: THE LANOSCAPE Al'lCHITECT RESEaVU lHE RIQHT TO CHANGE THE SPECIES, VARIETY ANO/OR SIZES Of PlAHt MATEIVM.._ lo I& FURNlSHP>., PROVIDED THAT TH£ COST OF SUCH Pl.ANT CJW.IGES DOES'NOT· EXCEED TIE COST Of PV,NTS IN TIE OAIGlNAL 810. 1HE OONTIW:TOA SHN.i. IE NOTiflEO NCl CONl'IAMl:O IN WRI~ pfltOA TO S,IX1Y (60.) OAYS BEFORE THE PLANTING (:!PfflATION}lAS COMMENCt;O_ CHANGES IN 1liE SIZE ANO'OR VARIETY 0,, lffl ~ TOBE f'V8NiSHEO Vi/Hl.Cli 11'N()!..V1;$A RfDI.ICTION OR AOOITOi II COST SHALL DE .IIOJllSTeD IN THE CON'l'ftAtf (;()St_ - ROOT CONl:wTION: 1HE LANOSCAPE ~T NSEAVES lHE'lllQHT 1P INSPECT ROOT CONOltlok OF ANY $Pfeiff. J>ARTICULAALY THOSE l$AOWN FROM Sl!eO. AND F FQlN) DEFECTIVE. 'to RE.A:cT THE Pl.ANTS REPflESENTEo BY THE OEFa:TM SAMP\.t.. PROTECTION: AU. PlANT$ AT All TlMf$ SHALL 8E HANDLED ANO STORtD 80 THAT 'l1il;Y ARE ~TaY PROTEClEO FROM ORYI-IG OUT, FROM Wil-lD 8UAM. AND f'ROM AU ()TIEA INJURY. All !'\ANTS DEra=IMINEO ilY fHE ()WNERW RE~JI.TM TOM Wit.TEO. 8URIG. QR .PA$ Ot.lT..1:..MAY 31: JIE,IECTJ;D. ANO REMOVED fAOM '!'NE Sit£. * C6U!'RACTOA"$ ON-1,;111! Pl.ANT STORACI! AAEA SHALL BE APPROVED 8Y lHE OWNarS REPRESENTATIVE PRIOR TO 1HE OEUVERY 0/F IHi PLANT MATERIALS.. SHRUB AND TREE SAMPLES: TYPICAL SAMPLES. THREE EACH Of AU. VARIETIES ANO SIZES (SHRUBS 5 GALLON ANO UNOER. TREES 15 GALLON AHO UNOERj OF ALL PLANT MATERIALS SHAU. BE SU8MITTEP FOR INSPECTION APPROVAL-AT ntE SITE A MINIMUM Of FIFTEEN t)AYS PRIOR TO PlANT1NCI oPERA TIONS. APPROVED SAMPLES $HAU. RSMAIN OH THE SITE ANO StW..L If: MAINTAINED BY lHE COHTAACTOR AS STAHD.AROS OF COMPARISON FOR Pl.ANT MATERIALS TO BE FURNISl1EO. SAMPLES WU 8E INCORPORATED INTO THE WORK . SPECIMEN ~ SEI..ECTION: I. ()NE SAMPLE EACH OF EACH 1REE VNIEtY AHO SIZE. AS CAI.LEO OU1" ON DRAWINGS. t,t• eox AND LARG8'I SHAU. 8E DBJVEREO TO ntE PIIOJl=CT SITE FOR APPROVAL PfllOA TO "'5TAU.ATION. t. 1HE COffTIIACTOR $HALL IMMEOIATS..Y REMOVE NfY TREES NOT APPROVED_ •• lHE CQNTR,\CTOR AT 1-G OPTION NIO AT HIS EX! & ISE. CAN RETAIN THE $EIIVICES OF THE LANOSCAl'E ARCKTECT YO REVIEW TREES 2,c• BOX SIZE OR LARGER TAGGED AT THE NURSERY ANO/OR AT ITS PLACE OF CROwnt. GROllNDCOVER GROUNOCOVER Pl.NITS SHALL 8E HEALTHV. VIGOROUS ROOTED CUTTIHO:S GROWN IN RATS. HVOROSE8'JNj; WATER: GBilB ~ PRECAUTIONS SHOULD BE 08SeWEO WHEN DRAWING ATER FROM SOURCES OTHER TI-v.N MAIN'$ PRESSURE. 1HE USE OIF R. TBIS Y 8E REQUIRED WHEN DIRECTED. SUCH WATER MUST BE FREE OF !TIES. EXCESS CK.ORINE ANO SAL TS. ALL SEED USEO SHOULD BE Cl.EARLY T-.oGED OR LABEL£IJ OF SEED, TEST OATI: . ..-.uE OF SUl'PLIER AND PERCENTAGE OF THE FOL ; PURE SEED, CROP SEED, INERT MATTER, WEED SEED, NOXIOUS 0$. AND TOTAL GERMINATION CONTENT. ALL COMMERCW.. PROCESS ~41NIGMA TERIAL SHALL 8E DB.IVEREO TO n-lE SITE IN THEIR ORIGINAL Ul\l O CONTAINERS BEARING THE MANUFACTURER-S GUARANTEED MULCH: FIBEFI PlU' OR !INllNI ITWU. D$ 1JISI. ll'ITO A SHAl.l8EOF SUCH CH.W ABSORPTIVE OR POROUS SURFACE Of THE GROUND GROWTH SHALL NOT 8E PRE FORM CELLU..OSE SUCH AS WOOO 8E OF SUCH CHAAACTEfl THt.T MIXEDWITHWATER. THEFIIER .. THE APPUEO MIXTURE. #I EMBAANE, WIU. RESU..T ON THE INHIBIT GERMINA TI0N OR RE. FERTIUZEft: THE fERTLIZER SHAl[ SHALL COMf'LY Willi THE CHEMICAL tHAl.l. 8E THOROUGtl.Y MIXEO AHO SLURRY. IN l"EllET OR GRANI.LAR FORM NIO HYOROSEED MIX A (COVER CROP TO BE SlOPES): HY0R0SEED MIX A GAZANIA SPLENDENS Al YSSUM 'CARPET OF SNOW' MULCHICEU.ULOSE ASER YSIS &PECIAEO. THE FERTLIZER TEO IN THE HYOflO.M~ 10 3 0 ON All MANUFACTURED 2,000 LBS/ACRE f'ERTIUZER:AGRIFOAM .-00 LBS/ACffE 60ll STABUZER: AZT-'C M BINDER OR APPROVED EQUAL 16-20-0 PLUS IRON. OR APPRO 140 LBS/ACRE SPECIFICATIONS ■---t----t----------w-~i----t----t----11CTJI tn·ts.t ~AD 1m R,. ftE.VIStON DESCRIPTION POINSETTIA SHORES RV,PARKING LOT -~#~cV /-/.f-'7.6 ASSIST*. • DIRECTOR _ IM1C .----~----.--~---~---------t· 1;; ~:. ---11 ~ AS-CA.\L -•• _-... .-v _.,. -- CMWD 93-304 F. 2.08 A. 2.0I A. HV0A0SEE0 MIX B IOJANCN t!!!F ENCELIA CAI..IFORNICA £SCHSCHOI..ZlA CAUFORNICA LOTUS SCOPARIUS I.ASTHENIA CHRYSOSTOMA WPINUS HIRSUTISSIMA LUPINUS NANUS LINANTHUS GRAND1R._ORUS COlLINSIA. HETEROPI-M..lA ERIOPHYLLUM CONFERTIR.ORUM OENOTHERA CHEIRi'JIITHIFOLIA PLANT A.GO INSULARIUS SISYRINCHIUM BELLUM MIMULUS PUNICEUS MJMll 16 UJr¥:,fl ORUS TOTAL MULCHICRLULOSE FIBER FERTUZER: AGRlfOAM • I' • 1 1 • I! a 3 , ao 2 I' 2 12 r,,ar, to K •• ro " ,. ts •• 115 ts 15 15 2 ' 1,000 l8S/ACRE '80 UISIACRE OF8Y IO l'5 IO ao l'I' JO es to 75 75 75 75 liS 10 1&-20.0 Pl.US ll'IOI, OR APPROVED EQUAL . SOA.ST~IZER: AZTACM 1a LBS/ACRE BINDER OR APPROVED EQUAL EQUIPMBff MIXING SHALL 8E PERFORMED IN A TAI« WITH A BUil T-IN, C()NTINUOUS AGITATION #,NO flEC~TION fY$TQI Pf'_· 'll'!f'flt.:: OPERATING CAAACITY T9 PRQOUCE A--~ $l.\lflAY - fERTl.lZER ANO WA"'fER IN 'llf; OE$1GNED IHTl'ROPOR~_HIO A~ §YSTtM WHICH WLL APPLY 1'HE SLURRY TO THE AREAS TO 8E lREATEO AT A CONTINUOUS ANO UMFORt,1 RA""'" PLANTER MIJL~ PLANTER MIJL~ SHAU. BE SHREDDED AR fflEE IIAAI< fNMJC. · ON T'tf'E). SHIU RANGE INWE FROM 1>4-INCH TO :V4-INCH. STAKING UATERIAI.. TREE GUY WIRES SHAU. 8E OF PLIABLE. ZWC.coATSI $1'Elt. )IINIUUM GAUGE NO 12 ANO ANCHOR TO APPROAAIA TE OEAD MAN-WIRE !.-ooPS AT 8flANCHES SHALL 8E COVERED av 2·Pl Y REINFORCED RU88ER 1H' J,j OIMETER-GUY' )NIRES SHALL 9E FLAGGl':0 WITH 118-INCH OIAMETER X f"-r !.-ENGTH $URGICAL TUBING. TREE TIES SHALL BE VJ T. CINCH-flE AVAILABlE FROM Y J.T. Ci:JMPIWY, (71 ◄) 891-83311. - RCOT8ARR181 flOOT BARRIER $HALL OE A M\l.TI-VEAR AQOTCONTROI..JfSIBlil eoNSISTINO OF HEl'lBICIDAL TIME-l!a.EASEO NODUL£S PERMANEN'Jl.V ATTACHal TO A :>ERMEABLE GEOTEXTllE FABRIC WHICH WILL INHIBIT PLANT ROOT ENCROACHMENT. ACTIVE INGREDIENT; TRIR.UR1,UN (A.A.A -TRIFLUR0-2,1-DIHl-m<> • N,N Plf'ROP'i\. -P -TOLtJIONI 11.1"' INERT INGREDIENTS &2.111' SHALL 8E BI0--8AARleR. IF NOT AVAIUBLE. SHAU_ 8E EOIK ft>. 2. 10 PRE-EMERGENT HERBICIDE A. PRE-EMERGENT HER81CIOE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR. 2 .11 WEEO CONT ACT HERBICIOE A. WEED CONT ACT HERSICIOE SHALL BE AS DETERMINED IIY Tl-IE LANOSCAPE CONTRACTOR. PART 3 -EXECUTION 3.01 A. a.oz ,.__ •• C. 0. 3.03 ... INSPECTION EXAMINE PROPOSED PlMfTING AREAS ANO COHOITIONS OF INSTAU.ATION. DO NOT START PLANTING WORK UNTIL IJHSATISFACTORY COHOITIONS ARE CORRECTEO. PREPARA.TION GENERAL: THE AREAS TO RECEIVE fRt:ES. SHRUBS, GR()UNOCOVEfl NtD HYDROSEED PLANTINGS MK1 lliEIR JIEsPECTIYE REQUIREMENT$ FOR IMPORTEO TOl"SOl.., FERTILIZING, $OIL CONDITIONING. ANDOlHER TREATMENT SHALL BE AS DEFINED ON THE ORAWINGS. EQUIPMENT NECESSARY FOR PREPARA.TION OF TttE GROLNO SURFACE ,t,ND FOR HANOUNG AND PViCING ALL REQUIRED MATERIAL SHALL BE ON HANO IN G000 WORKING CONDITION. WORI( SHALL BE PERFORMED Olll. V DURING PERIODS WHEN BENEl=IC1AL RESlL TS CAti BE 08T A.INED CLEARING /UID GRUB81NG: PRIOR TO RIPl"INO NIO 11.V,OE oPEJIATIONS. ML VEGETATION IN THE AREA TO BE Pl.ANTED SHAl..1. IE MU118EO. RAKED. M#D CLEARED FROM THE SITE. Tl-IE GAOUM> SURFACE SHALL 8E Cl.EARED OF ALL MATERll,L WHICH HAS ACCUMULATED DURING CONSTRUCTION ANO ALL MATERIAL WHICH MIGHT HINDER PROPER GRADING, TIU.AGE, Pl.ANTING AHO SUBSEQUENT MAINTENANCE OPERATION. All GRUBBED MATERIALS AND DEBRIS SH"1..l. BE LAWFu...L Y OISPOSED OF OFF lHE SITE BY THE CONTRACTOR AT HIS COST. , OBSTRUCTION BELOW GAOUNO: All $UBSURFACE ROCKS OVER I" 91 DIAMETER ANO OTHER UNDERGROUND OBSlRUCTIONS SHAU. 8E REMOVED TO THE DEPTH NECESSARY TO PERMIT PROPER FINE GRADING. TU.ING. OR Pl.ANTING ACCORDING TO Pl.ANS ANO SPECIFICATIONS. ALL ABANOONEO UTlLITY LINES UNCOVERED OR SEVERED SHALL 8E CUT 8ELOW GRADE AND CAPPED OR PLUGGED WITH CONCRETE. EXPLOSIVES SHALL NOT BE USED FOR REl.!OVAL. WHEN THE LOCATION OF UTIJTY LINES IS SHOWN ON lHE. PLANS OR HAS BEEN MADE KNOWN TO THE CONTRACTOR. AU. DAMAGE TO THESE LINES SHALL BE REP>JRED BY THE CONTRACTOR IN A MANNER APPflOVEO BY THE LANDSCAPE ARCHITECT ANO AFFECTED UTIUTY. EXCEPTING DEEP RIPPING: ALL AREAS ( --SLOPES) TO RECBVE GROUNDCOVEfl. Sl-1RU8S, ANO HYOROSEEDING SHALL BE DEEP RIPPED ANO LOOSENED TO A OEPTH OF TWaVE OZJ INCHES IN ALL OlRECTIONS. so:;_ AM£NOI.IENTS. FERTlLIZlNG AND ROTOlll..Ll'IG RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOil TEST MAY REDUCE OR INCREASE TOTAl SOil AMENDMENT YARDAGE ADJUSTMENTS (Pl.US OR MINUS) MAY BE NECESSARY. OQNTRACTOR SHALL OBTAIN AT LEAST TWO SOIL TESTS OF ROUGH GRADE AT SITE ANO SUBMIT RESULTS TO THE LANDSCAPE ARCHITECT FOR INTERPRETATION ANO RECOMMENOATKJN. •- c. 0 . E. F AFTER 1ltE AREAS HIWE BEEN DEEP RIPPEO. tliE FOLLOWING AA TES OF..._ AMENOMEHT MATERIALS SHALL BE EVENLY SPREAD OVER ALL 1"1..AHTlNG AREAS AND SH,\U. BE THOROUGl-il. Y SCARIFIED TO AN AVERAGE OEPTH Of SU( INCHES 8Y AOTOTILUNG A MINIMUM OF TWO ALTERNATING PASSES. ""4E.NOUENTIIUSTBE INTIMA.TELY BLENDEOWITH SOil.. (EXCEPTING SLOPES 3:1 0A GREATER) SOL AMENDMENT: & CUBIC YAAOS PEfl 1,000 SQ. FT. TO A. DEPTH OF r. GYPSI.N: SOIL SULPHUR: IRON SLI..FA lE 120 LBS. PER 1.000 SO. FT. 10 L8S PER 1,000 SO. FT . 10 LBS. PER 1,000 SO FT. FERTILIZER {COMMERCIAL) 1-10-10 SHALL BE APPLIED AT THE RATE Of 30 POUNDS PER THOUSAND SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GAADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. 'fliE lHOROUGHM:SS ANO COMPLETENESS-Of THE ROTOTILLING ANO INCORPORATION OF THE SOk. AMENDMENTS $HALL BE ACCEPTA8LE TO THE lANOSCAPE ~T. SLOPES 3:1 AND STEEPER OR AS PER THE DRAWINGS OMlt SOI. CONDITIONER .APl'LICA TION ANO TILLING OEEPWAlBLEACtlNG AND SOI. TESTING: DEEP WATl;A ll5ACHING SHALL BE COMPETED AS RECOMMENDED BY A CERTIFIED AGRONOMIC l.ASORATORV. THE FOLLOWING PROCESS FOR DEEP WA'rER LEACHING 1$ FOR e1DDING PURPOSES ONLY. ITEM NUMBER THREE (3.I $HALL Bf: PERFORMED AS STATED BELOW. I. AFTER n. TILLING OPERATION. THE AREA SHALL BE DEEP WATER LEAOlia> THFiEE (3J TIMES OVER A FIVE (5) DAV PERIOD. APPLY IR" WATl!:R AT EACH APPLICATION. WAIT ONE (1) DAY BETWEEH Af'?LICA TIONS t. ONE OAY AFTER FINAL APPlJCATION OF WATER. THE SOil SHALL IIE TI!SlcO FOR CONTENT OF $0LU8LE SAL TS {ELECTRICAL CONDUCTIVITY £.C.). OWNER'S REPRESENTATIVE AND CONTRACTOR SHALL TAKE SEVER>.l SOIL SAMPLES ANO DELIVER THE SAMPLES TO A CERTIFIED AGRONOMIC l.ASORATOIW FOR TESTING OF SOLUBLE $Al TS. E.C TE.ST READING SHALL NOT SE ABOVE 2.0, TH€ SOIL AMENDING, TlUING AND OEEP WATERING PROCEDURE SHALL 8E REPEATED UNTIL TEST READlNGS ARE NOT /1.SOVE 2.D I IF SOL TEST REA.DING FOR A PARTICULAA AREA. TESTED IS AfKNE 2.0. THE SOil AMENDING. TILLING AND DEEP WATERING PROCEDURE Sl-1ALL BE REPEATED UNTll TE,ST READINGS ARE NOT ABOVE 20 CARE SHALL BE TAAEN lW\T lli€ RATE OF APPLICATION Of WATER DOES NOT CAUSE EflOSION OR SLOUGHlNG Of SOILS. ALL DEPRESSIONS, VOIDS, EROSION SCARS ANO SETTLED TRENCHES GENERATEDIIYll-lE DEEP WATERING SI--W..l BE FR.LED WITH AMENDED $0a..ANO 8AOUGIT TO FINISH GRADE. APPLYNAIAO WETTING AGENT 4 OZ. PER 1.000 S.F AT THE RAST $PRAY OF SOIL AMENOMENT&. 3.04 FINISHGAAPl«I A. FINISH GAA0fS SHALL IE AS 1N01CA TEO ON GRADING PLAN I. · FINISH GAA0£S SHM.i 8E MEASURED A.FTER THE GROUND HAS BEEN WATEREO- IN ANO MECHANICAU. Y COMPACTED AND SET1\.ED 1liE FINAL GRADE SHALL ltE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS ANO GflADE LtES I-IOICATEOON THE CM.. ENGINEER'S DRAW1NG C. EASE TOI' Al-K) TOE OF ALL EXISTING SLOPES. D. ALL UNt>UlATIONS AND IRREGULARITIES IN THE PLA.NTING SURFI\CES RESll.TING FROM TIU.AGE., AOTOTILLING AND ALL OTHER OPEAATIONS SH"LL 8ELEV8.Et> AND FLOATED OUT Bf.FORE F'LANTlNG OPERATIONS AR£ INITIATED. E nil' CONTRACTOR SHALL TAKE E\IERV f>AECAUTION TO PROTECT AND AVOID DAMAGE TO sPfaNIQER HEADS, IRRIG#,TION LINES. AND OTHER UNDERGROUND uruT1ES OUR1NG HIS GRADING ANO CClNOITOllNG OPERATIONS. F. FINAL FINISH GRADES SHALL INSURE POSmvE DRAINAGE OF THE SITE WITH ALL SURFACE 9RAINAGE AWAY FROM BUILDINGS, WALLS, OVER MOW CURBS, AND TOWARD ROAOWAYS.OIWNS ANO CATCH BASINS. G. FINAL GRADES SHALL 8E ACCEPT ABLE TO THE LANDSCAPE ARCHITECT BEFORE PI..AKllNG OPERATIONS WILL BE ALLOWED TO BEGIN H Pl.ANTING SURFACES SHALL BE GRADED WITH NO LESS THAN 2 PERCENT SURFACE SLoPE FOR POSITIIIE OAAINAGE. l ALL ROCK ANO DEBRIS SHALL BE REMOVED FROl,,I PLANTING AREAS ANO THEN FROM TI-fE SITE IN ACCOIIDAHC£ WITH THE FOU.OWING CflITERIA. 1-DIA. IN LAWN AREAS. r DIA. IN SK!l.18 AREA., r DIA. IN HVDROSEED AREAS. ,I. FINISH GRADE StW..l. BE r BB.OW FINISH P#,\llNG SURfA.CE IN SHRUB ARE'-S. a.os F'I..ANTING INST,\LLATION A.• TIMING: ACTUAL PlANTlNG SHALL 8E PERFORMED DURING THOSE PERIODS WHEN WEATHER ANO SOIL CONDITIONS AAE SUITABLE AND IN ACCORDANCE Willi LOCALLY ACCEPTABLE PRACTICE. ■. LAYOUf OF TREES: ALL TREES p,• BOX SIZE AND LARGER) SHALL BE PLACED IN lttE lANDSCAPE PER THE DIRECTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTA.1..LATION OF IRRIGATION SYSTEM. THE TREES SHALL lttEN BE MOVED SO lHAT l>LANTING HOLES CAN BE EXCAVATED ANO AMENDED. THE TREES SHALL 11-IEN BE INSTALLED IN TliEIR RESPECTIVE HOES AND POSITIONED IN "THE HOLES PER DIRECTION OF lttE LANDSCAPE '-RCHITECT. C LAYOUT Pl.ANTING: LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE #JlcHITECT. All CONTAINER PLANTS SHAU BE SET BY THE CONTAACTOR IN THEIR FINAL LOCATION IN THEIR RESPECTIVE CONT >JNEAS PRIOR TO DIGGING HOLES ANOIOA f'l.ANTltfG. ALL PLANT LOCATIONS SHALL BE CHECKED FOR POS$l8I F ltfl'ERFERENCE WITH EXISTING UNOERGROUND UTILITY LINES. 0. l!ACKFl..l FOR TREES AND SHRUBS SHALL BE AS SPECIFIED IN SECTION 2.03. IF ARTIFICIALOIWNAOE IS REQUESTED. THEN DRAINS SHALL BE INSTALLED FIRST. THEN BACKFlllEO WITH SOIL E F. DISPOSAL OF ElCCESS SOIL ANO DEBRIS; All EXCESS EXCAVATED SUBSOIL. ROCKS ANO DEBRIS SHALL BE lEGA.LLY DISPOSED OF OFF THE SITE BV THE CONTRACTOR AT HIS COST OR UTl.llED ON lliE SITE AS DIRECTED BY ANO AT 1HE OPTKJN OF THE l.ANDSC'-PE AACHITECT. BARK MULCH SHALL BE INSTALLED 3' THICK IN ALL NON-TURF AREAS. SLOPES 3:1 AND STEEPER ARE EXCEPTED • 1.M l'I..AND«l ffl£ES. SHRUBS AND VINES A. IIOll MOISTURE llYEl PRIOR TO PLANTING SHALL 9E HO LESS THAN HORTICUlTIJRALLY ACCEPTA81..E. THE CONTRACTOR SHA.LL REQUEST ltf'f'Jll:NAL OF MOISTURE. AND IF FOUND TO 8E INSUFFICIENT FOR f'l.ANTl«l. THE PUINTINll PITS SHALL tlE FILLED WITH WATER ANO ALLOWED TO DRAIN liEfORE STARTING /WY Pl.ANTING OPERATIONS. B. All EICCAYA1'EO HOLES SHALL HAVE VERTICAL SIOES WITH ROUGHENED SUAFAOES AHO SHALL BE OF THE MINIMUM SIZES INOICATEO ON DRAWINGS. HOLES SHALL 8E IN ALL CASES LARGE ENOUGH 10 PERMIT HANDLING AND f'I..ANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALL$ OR ROOTS. C. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF II.LL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO 8E EXC#,VATED FOR PLANT PITS ANO PLANTING BEOS. PROTECT ALL AREAS THAT ARE TO BE TAUCl(EO OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE.lJSE FOR THE FILLING OF HOLES. ATS ANO 8EOS. 0. -PlANTS $HALL IIE REMOVED FROM CONTAINERS IN SUCH A MA.-.NCR lttAT THE 8AU. OF EARTH SUAROUNOIHG THE ROOTS IS NOT BROKEN, ANO THEY SHALL 8E PI..AHTEO .ANO WATERED IMMEDIATELY AFTER THE REMOVAL FROM THE CONTAINEffli. E. THE PLANTS SHALL BE Pl.ANTED AT APPftOYED LOCATIONS WITH THE HERETOFORE SPECIFIED AM0'fOMENTS ANO SOL PlANTING 8ACKfll. F. OACl(fll SH-,U. 8E fllACED AT 11-lE BOTTOM OF EACH HOLl AHi> 11-IOROUGtt..V WAJEfta) ANO COMPACTED TO A Of;PlH SO nt.\T WHEN A PLANT t$ PlAOED IN TI« HOLl. ~ ROOT CROWN 1$ $1.IGHllV A80VE TI1E ESTA8LISHEO FINAL ~ ANO UNLESS OlHEIWll$E NOTEO SHAU. 8E RA!SEO OR REPLACED AS txRE:Cfee IV mE ~ REPRESENTATIVE.. G. PL.ANTING TAlllETS SHALL IIE Pl.ACED IN EACH PL.ANTING HOLE AT THE FOLLOWING RATES ANO PEA THE MANUFACTURElfS RECOMMENOATK)NS.; 1 -5 GRAM TA81.ET PER INDIVIOUAl LIIEA AND FLAT $IZE PLANT. 1 -21 GRAM TAIILET PEfl GALLON OONTAINl:R. ll -21 GRAM TABL.£ts PEA 5 ~()N CONTAINER. 4 ·21 M41TABLET PER 1$GALLONCONTAtHal. 1 • 21 GRAM TIWLET PER EACH 4 INCH BOX SIZE. RAN{)()M Tf:STING TO ~IFY Pl..AHTING TABLET INSTALLATION SHALL 8E CONDUCTED IV THE OWNER'S AEPRESENTATI\/E. H NO PLANT Will BE ACCEPTED If Tl-IE ROOT8All IS BROKEN OR CR...CKED. EllHER BEFORE, OURING, OR AFTER lHE PROCESS OF INSTALLATION. L All PLANTS SHM.L IE TI-IOMUGI-I.V WATERED TO THE FlA.l DEPTli OF EACH l'l.AHTING tO..E IMMEDIATB.Y AFTER PLANTING. K. GU'tlNG: ALL 'TREES AND OTHER Pt.ANTS INDICATED ON THE PLANS SHALL BE GUYED AS OETAILEO. - l. TME CONTRACTOR SHALL 8E RESPONSIBLE FOR ALL SURFACE ANP SU8SURFACE ORA.IHAGE AEOUIREO WHICH MAY AFFECT HIS GUARIWTEE OF 11-E TAEES. SHRUBS /WO VINES. M. N. :a.07 A. B. C. 0. E. F. PRUNING~ P\ANTING SHALL 8E REOUIReO 0N All TREES SHRUBS IMO VINES WHEN NECESSARY TO PROVIDE THE SPECIAEO &i AJ>PRC)YB) Sl.ANOAAD SHAPES, FORM ANO/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING. TOPPING, ANQ.IOR CUTTING ANO SHAU. BE UNOl'R THE DIRECTION OF THE l.ANDSCAl'E ARCHITECT. CUTS OVER :V4-INCH IN DIAMETER SHAU. 8E PAINTEO WITH AN APPROVED TREE SEALANT. ALL TREES 2◄-BOX ANO LARGER SHALL 8E SPOTTED. P\.ANTING GROlJNOOOVEff GAOUNOOOVERS SHALL BE Pl.ANTED IN TI-fE AREAS IHOICATEO ON THE Pl.ANS ANO SHAU. ISE FREE OF SURFACE ROCK OVER r IN OIN.IETER ANO DEBRIS. IF THE TOP FOUR (4) INCHES Of SOIL IN THE AREA TO BE Pl.ANTED IN GROlMDCOVER IS NOT SUFFICIENTLY MOIST (HORTICLll TURALL Y ACCEPTABLE ST AN!lAROS), THE AREA SHAl..l BE TI-IOROUGlf.. Y IRRIGATED AND NO LESS THAN 1WB. VE HOURS SHALL PASS BEFORE Pl.ANTING. GROUNOCOVER Pl.ANTS SHALL BE GROWN IN FLATS. VAAIETY INOICA.TEO ON THE PLANT LIST. FLAT GROWN PLANTS (AOOTEO CVTTINGSJ SHAU. REMA.IN IN THOSE FLATS UNTIL TRANSPLANTING THE FLATS SOIL SHALL CONTAIN SUFFICIENT MOISTURE SD THAT IT Will NOT FALL APART WHEN LIFTING THE PlANTS. PLANTS SHALL BE PROTECTED AT ALL TIMES TO PREVENT DRYING OF lttE ROOf fl.ALL_ GRO\JNDCOVERS SHALL BE PLANTED IN STAGGERED. RANDOM ROWS AHO EVENLY SPACED UNLESS OTHERWISE NOTED ANO AT INTERVALS CALLEO OUT IN TI-IE DRAWll«iS. THE SIZE Of PLANTING EXCAVATION fOfl GROUNOCOVER SHALL BE AT LEAST TWICE THE DEPTH OF THE ROOT&AU.. EACH PLANT SHAU. BE PLANTED IN A MANNER THAT Will ENSURE MINIMUM DISTURBANCE OF THE ROOT SYSTEM. 8UT IN NO CASE SHALL THIS DEPTH BE LESS THAN TWO NODES. E'-CH GROUNOCOVER PLANT Sl-lALL BE Pl.ANTED WITH ONE 5 GRAM PLANTING TABLET INCORPORATED INTO Tl-IE ROOT ZONE. PlAN1lNG AREA SHAU. BE I-IAND-5MOOTttED .t.FTER PLANTING TO PROVIDE ~ EVEN AND SMOOTH FINAL FINISHED GRADE. TO AVOID DRYING OUT GROUNDCOVER. Pl.ANTS MUST BE IRRIGATED AFTER Pl.ANTING. THIS MAY BE DONE MANUAl..l Y 00 BY USING THE INSTALLED IRRIGATION SYSTEM. REPEATED APPltc.o. TlONS MA V BE REOUIAEO, ESPECIALLY ON A SLOPtNG SITE. THIS INITIAL IRRIGA TlON SttAl..l CONTINUE UNTIL A ZONE II. T LEAST TWICE TttE DEPTH Of EACtt HOLE IS THOROUGHL V MOISTENED. BENCHMARK: OESICNED SY: ____ DA"IE: ----~• "'AS-BUILT .. OC5al1Pll0t,l: $TNOVID DISC 5El fW'iH IN OSf OOlllO ON IIOlmi A8U1MOO" Of EAS1" 11R1X%: TESHIMA DESIGN GROUP 1:AMDSCAPE ARCHITl!lCTURI!: LANOPIANNING 9903 It-Jr r pe¼ A .... 9akc C l!io.n Die .... CA 112151 ~(6191~- FAK: (Cillt) tBl--1 lU DATE: 11/14/95 ,.no~~ --c-.c-..... ,_ • ,, ... .,, -J'JGCJ lf•,w;:6 ,t-1 JI ----9680 s ......... ...,, SOIi.£: --- l'llOJECT IIClt.· .t08 MD.:. _____ • l-----------------t P£. __ _ REVIEWED lrY: OAT£: £1(p ____ _ DATE LOCATION if I Ruk. JOO RB IOUfN Of S0111H Pm1V 10 DUUIMD SfAlE NRt: to ffU as,- 0' <DmRlJN( Of IIDffll 9JIMO ~ IUII)_ ON P(MO SIICIII 8RllJC( NO. A11182 RCOORO f1lOM lllRtH OOUNrf IIEROOll ClOtffllCk. IM.l#. flOOK. NOC US IIO OC 010 (l{W.llON 50.S5e II .SL Ii\ -------ROllstON DeSORIPTlON a.re l'OST FERTl.ll.A TION A. B. C. o. TREES· POST FERTLIZATION SHALL OCCUR AT 100 OAY INTERVALS AF1'BII Pt.ANTING. 80RE HOLES AROUND ORIPLINE (VARIOUS DEPTHS) AHO APP\.Y FERTILIZER AT THE RATE OF 1 l8. PER 1' CALIPER IN HOLES. FERTILIZER SHALL BE WIL-ORO 1◄-7-S SHRUBS • POST FERTlLIZATION SHALL OCCUR flO DAYS AFTER PlAHTING AHO APPLY FERTUZEA AT THE RATE OF 1 TEASPOON PER EACH I GALLON Pl.ANT ANO 1 TABLESPOON PER 5 GALLON PLANT. FERTII..IZEA SHALL BE (14-7-S) WL- GRO OR .APPROVED EQUAL. GROl,IIIOC()VER AND LAWN AREAS -POST FERlUZATION SHN.l OCCLII 80 DAYS AFTER Pl.ANTING AND.APPLY FERTILIZER AT THE RATE OF 7 lBS/1,000 SI. FERTILIZER SHAU 8E (fil-7-3) WL.CRO OR APPRO\IED EOUAl. . ALL PL»fla) AREAS SHALL RECEIVE NAIAD WETTING AGENT, 4 OZ. PER 1 ;0DO S.f. 4S DAYS AFTER THE START OF 11-IE MAINTENANCE PEAIOO. 8ENERALIIAINl"ENAHCE ANO ESTA8USHMENT PERIOD · GENERAL: MAl'ffl:NAHCE OPERATIONS SHAU. l3l'GIN IMMEOIATa-V AFT(:11 EMlN ll'I.ANr IS f'LANTI:O AHO SHALL 9E KEPT IN A HEAl lWV, GAOWINO OONOOlQNJII' WATERING, l'ERTtt.lZING, PRUNING, SPRAYING, .WEEDING AND AU. one . NECESSARY OPERATIONS OF MAINTENANCE. ALL AREAS SHAU. 8E KEPT FREE OF WEEDS AND NOXIOUS GRASSES AND CLEAN AND FREE OF AOCKS. Ct.COS. ANO OESRIS. ALL PAVING ANO WALKS SHALL BE KEPT CLEAR, CLEAN AMC WASHED DOWN. l I ' I i ' i I ' : I 1 -I r i •-f:STABLISHMENT PERIOO: TREES, SHRUBS. VINES ANO GROUNO COVl;"5 -,._ f:STA131..ISHMt:NT P£RiOO SH,\Ll BEGlN ON 'ft-IE DATE lHA't THE ¢ON'tRACTM OFFICER INSPECTS AND GIVES WRITTEN PROVISIONAL ACCEPTANCE OF lHE WORK AND SHAU. 8E NINETY (90) CALENDAR DAYS. THE EST.A81..ISHM6NT Ptfil()O MAY $E EXTENDED OR SHORTENED AT THE DISCRETION OF 1HE lANOSCAPE .ARCHITECT. _ ,. l ·l - c. • MAMENANCE OPERATIONS: Pl.ANTS SHAll BE KEPT IN A HEALTHY. GROWING (XlNOITION BY WA TERINQ, PRUNIIIG. MOWNO, RESEEOING. ACU.N3. RESOD01NG. TRIMMING. EOOIN(l. FERTILIZING. RESTAKING. PEST CONTROL, SPRAYINa.. WEEOINO ANO AU. OTHER NECESSARY OPERATIONS OF MAINTEHANCL PL.ANTING BEDS SHALL 8E KEPT FREE OF WEEDS. GFV.SS ANO OTHEII 1,JNOESIREO VEGETATIVE <liROWTH, AND I.J\WN AflEAS SHALL BE kEPT FREE FROM AU WEEOS OURING THE SPECIFIED MAINTENANCE PERIOO, AU. ~ THAT ARE OEAD OR SEVERELY DISTRESSED SH#,Ll BE REPLACED IMt.lEOIATELY. ALL SEASONAL COLOR. ANNUALS OR PERENNIALS SI-IALL 8E MAINTAINED IN A VIOOROUS, HEAL THY CONDITION THROUGH THE MAINTENANCE PERIOD. D. txlENOEO MAINTENANOE: WHEN. IN THE OPINION OF THE lANOSCAN ARCHITECT, lHERE IS IMPROPER MAINTENANCE. POOR (lR ~Tiff (;ONOrTlON OF f'lANT MAl"EfflALS, THE COOTRACTOA ~ 8E R~ FOR ADOl1lONAl llAIN'lcNANCE OF THE WORK AT NO A.OolTIONAI.. COST TO THE co,.rnv,cT UNTl. All THE WORK IS ACCEPTABl.E. E. PROTECTION: THE CONTRACTOR SHALL 8E AEsPONSIBLE FOR PROVIPNG ADEOUATE PROTECTION OF All Pl.ANTING AREAS AGAINST 'TRAFFIC OR OTHER USE BY ERECTING FENCING OR OTHER ACCEPTABLE MEANS IMMEOIATB...Y AFTER THE Pl.ANTING IS COMPLETED. WARNING SIGNS ANO BARRICADES SHAU. llE PU.CEO IN VARIOUS HIGH-TRAFFIC AREAS. DA.MAGED AREAS SHAU. Ill' REP.A.IRED IMMEOIA.TB. Y BY TIE CONTRACTOR. F. WEEDING AND CUI.TIYII.TING: All TREE, SHRUB, GROUNOOOVER AND HVOROSEEDED AREAS SHALL BE KEPT FAEE OF DEBRIS, AND WEEOS. GROUNOCOVER ANO SHRUB AREAS SHALL BE KEPT FREE OF DEBRIS l4HO WEEOS. GROUNOCOVER AND SHRUB AREAS SHALL BE CULTIVATED AT INTERVALS OF NOT MORE THAN FOURTEEH (1◄) DA.VS MINIMUM. REPLACEMENT: OI.IRING THE MAINTENANCE PERIOD, PLANTS WHICH DIE OR WHICt1 ARE IN N4 UNHEALTHY OR BADLY IMPAIRED CONDITION SHALL W. REPLACED BY THE CONTRACTOR WITHIN FOURTEEN (14) DAYS AFTff UNSATISfACTORY CONDITION IS EVIDENT. NO REPLACEMENT OF Pl.ANTINOS SHALL BE MADE INN« SEASON DEFINITELY UNFAVORABLE FOR PI..ANTlNG. AT THE CONCLUSION OF lHE MAINTEN.t.NCE PERIOD, lHE LANDSCAPE ARCHITECT Will. MAKE AN INSPE-CTION OF THE WORK TO DETERMINE THE CONDITlON OF AU. PLANTS ALL l.lMiEAL THY PLANTS SHALL BE REMOVED FROM THE SITE Nl/0 REPLACED Willi PLANTS OF THE SAME KINDS ANO SIZES AS ORIGINALLY SPECIFIED. SUCH REPlACEMENT SHALL BE MADE IN THE SAME MANNEf'I AS SPECIFIED FOR THE ORIGINAL PLANTING AND AT NO EXTRA. COST TO THE ~- H. ACCEPTANCE: AT THE CONCLUSION OF lHE MAINTENANCE PERIOD. AN INSPECTION SHALL BE MADE BY THE LANOSC""f ARCHITECT, UPON WRITTEN NOTICE REQUESTING INSPECTION BEFORE ACCEPTANCE. MA.INTENANCE PERIOD SHAf.l CONTINUE UNTll ALL DEFICIENCIES AAE CORRECTED. APPROVED FOR PLANTING AND IRRIGATION ONLY ' INCLUDING PRECISE LOCATION OF PLANTING AREAS. SPECIFICATIONS I :i.' JI CITYJo«l ~AD If~ P01ii3ETTIA SHORES IFJ.'i PARKING LOT -~✓I/fl-~,, 1-(Y-?b, .-ASSh:,~ • DIREC..!Q!! ,/ DA.TE / PRO.IEl::t"IIO . ...... " ... , -... -Ofl<I) BY: -, --Oh'IJl"r---..t.. Rlo'WO BY: ~ I SDP94-03 flill-9~) CMWO 93-304 I