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HomeMy WebLinkAboutDWG 465-4L; CT 07-03; ROBERTSON RANCH PA 14; 01-14-f I ' -I I i _I I ' GENERAL NOTES RECYCLED WATER NOTES 1. All. 11(>'?1(' SHALL El£ ~ IN ACCORDANCE "'7H THE: CARLSBAD MUNICIPAL WA rm lJ/S1RICTS 'CIIRI.SBAD RECUWA TION R/JlES ANO REGUI.A TIONS FOR CONSTRUCTION OF RECYCt.£I> WA7rn M-S-OATED OCTOBER, 1!1!13. 2. IJRINfONt.; FOUNTAINS SHALL If PRO/EC IW FRCV ~AY BY RECYr:lED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLEV WA ID? ENCTWACHM!'NT ON PUBUC FACIUT/cS SUCH AS PICIVIC TABl.£S. BBQ'S, PI.AY1JROI.JN05, SAND roT lOYS, ETC. 3. BEST MANAGl':MtNT PfMCTICES SHAJJ.. El£ usro ro E1.IIIINATE OR CCWT1?0!.. ro THE BF:ST EXTE:NT POSS/81.E, PONO/NG RI/NOf'F, O~SPIMY ANO MISTING. 4. HOS£ ·lJl8S ARE. S JRH.;Jt Y PRO HB!7ED. 5. ON-S/7c CROSS-c<JNIV£C710NS BITWfIN RcCYCl.£D WAID? I.KS AND POTABIE WArm UNES IS STRICTLY PROHIBITED. 6. NO SUBSTITLl7ION OF PIP£ MA TE:RIALS llt'!.L BF: ALLOMZ1 r.lTHOUT Pl?IOR APPROVAL OF THE: CARI.SBAO MUNICIPAL WA lcR 0/STR/CT. 7. ALL ON-= PIP<S SHAJJ.. HAl!r: WARNING T~ Pm CIIRI..SBAD MI/NICIPAl WAm? 0/SfR/Crs RUl£S AND REGUI.ATIONS. 8. THE: ~ATION SYSlcMS SHALL RUN BE:TWrrN THE HOURS OF 10,00 P.M. ANO 6:00 AM. THE: FOlLOr.lNG MORNING (SPOT IRR/tJA TION COI.JI..O El£ OONE AT A 0/FFEFfENT 71~ WITH QIJAUFIEO SUPERVISION PmSONNEL ON SIT£ 9. PlfOV!DE: A MINIMUM OF' AT' ££AST 1B INCHES OF COVER OVER AIL WIRING AND P/PfNG. 10. NON-OESfGNATED USE ARrAS SHAJJ.. BF: PROTE:CT!I) mOM CONTACT mOM FIE:CYCI.EO WAlcP, WHclHER BY WfNOBlO'MI SPRAY OR BY DIRCCT APPUCAT!ON. THROUGH lf?RIGA710N OR 07HER USE. LACJ< OF PROTECTION, 'MICTIIER 8Y DESIGN. CONSTRUCTION, PRACTIC£ OR Sl'SID,/ OPERATION. IS STr?ICTLY PROHIBITED. 11. JRmGA 7/0N HE:ADS SHALL El£ RE!.OCA TED OR ADJIISTED ro PR£1/ENT OVF:RSPl?A YING ON SIOEWAJ.KS. S7RE£T, AND NON-DESIGN A TED USE ARtAS. 12. FIE:CYCI.B> WAID? OIHCJ( COi/PUNG VAll£S SHAU El£ OF A TYPE: FOR 111£: USE ON RECrr::t.EfJ WA 7E"R. OIS71?/BUTION Sl'STEMS (SPll(ES NOT INTmCHANGEA!JlE r.lTH POTABIE WA rm QUICI( COIJP1ER SPll<ES PER CAR!.S!JAD MUNICIPAL WAm? OISTRICT RULES ANO REGUI.ATIONS). 13. METrnS SH/11.L tJF: SJzrD lJY 7'lf': CITY OF CAIII..SlJAD 11/JN/CIPAl WAm;> DISTRICT. 14. ALL IRfWGATION PIP£ SHALi.. El£ STENCJt.ED WITH 7'lf': WARNfNG "lvoN--POTAFJIE OR RECrr::t.EfJ WA rm• COI..OR-COOB> (PURPlE) AND LAID WfTII WAl?NIIVG TAPE ANO SlcNCIUNG ORIENTED rowARO 71£ TDP OF TH£ TRENCH Pm CAR!.S!JAD MUNICIPAL WATER 0/STRICT"S RULES ANO REGULATIONS:. 15. All POTABI.£ WArm ANO RECYCI.EO WArm PIPING SHALL BE INSTALLED WfTII 111£: STENCIUNG ORIENTED TOWARO THE TOP OF THE TRENCH. 16. rlHEN A POTAFJlE WAID\' UNE ANO REC= WAID\' UNE ~ THF' REC= UNI' SHALL El£ INSTALLEO WITHIN A PROTECTIVE SlE£VE. THE SLEEVE SHALL EXTENO 10 FEET FROM EACH SJDE. FROM THE CENTER UNE OF POTABt.E UNE. FOR A TOTAL OF 20 FEET. 1 ?. A 10 FOOT HOFflZONTAL SEPAl?A 7ION BITWfIN POTA/JI.E WA 7l1i' ANO RECYCI.EO WA 7l1i' MAINS MUST BE MAJNTAlNED AT All TIMES. TH£ POTABLE UNE MUST BE: INSTALI..ED ABOvr: THE RECYCLED UNE. 18. A //IINIMUM OF 12 INCHES OF lel'77CAL SEPARATION BITWfIN UTIUT/cS IIIUST tJF: MAINTAINED AT All TIMES. 19. OEVEl.Off:R/CON~ACTOI? SHAU CONOUCT A COM:1i'AGE lcST AS 0/RECTED BY THE CAR!.S!JAO MUNIQPAL WATER DISTRICT ENGINEER ANO THE SAN DIEGO cot/NTY DEPARTMENT OF ENVIRONMENTAL HEALTII SEl?VICES PR/OP TO ANY USE OF RECYClED WATEI?. 1/-IE REQIJIRElJ CROSS-CONNECTION SHUT OOMI TEST SHAU BE BE [J(JNE BY THE CARI.SBAD MUNICIPAL WA 7E'i' OISTRICT ANO THE SAN DIEGO COUNTY DEPAl?Tl,IENT OF ENVIRONMENTAL HEALTH 20. QUICK CO/JPUNG VAlllr:S I/SEO IN RECYCI..ED WA mi' SYSTEMS SHALi.. CONFORM 1V 71£ FOl..lOWING: ~CYCLED WAJ!'l? -OIJICJ< COIJPtJNG VAll£S USED IN RcCYCl.£D WAJ!'l? SYSTEMS SHALL HAl!r: ACME Ttl'E THREADS AND PURPLE COL OREO LOCKING COVERS PERMA/>IENTL Y A TTACHEO ro THE VAJ..~ Q(JICI( COUPIJNG VALVE SPH(ES SHALL NOT BE INTERCHANGEABLE r.11H POTAB/.E WA7rn QUICK COUPI.ER SPIKES. 21. TH£ REQtJIRE[J Cf?OSS CONNEC7ION INSPECTION lfll.l. tJF: DDNE BY EJ1HER THF' CARtSBAD MUN/CIPAL WA7ER D/Sll?ICT OR SAN DIEGO COUNTY DEPARTl,/E/>IT OF ENVIRONMENTAL HEALTH COPIES OF l/'ISPECTION REPORTS WILL BE FORWAROEO TO THE NON-INSPECTING PARTY. 22. OOELOPER SHAIJ. SHOW 7HE lOCA TION OF l?.C. S1'JNS "00 NOT DRINK" DN 1HESE PLANS. 2:5. AN ON-SITE ~/SUP!PVISOR SHALL BE OESIGNA7ED IN -G. THIS INOfVIDIJAl SHAIJ. BE F/llt/lUAR Willi PLUMBING SYSTEMS WITHIN THE PROffHTY, WITH THE BASIC CONCEPTS OF BACJ<FlOW/CROSS-CONNECTION PROTECTION, AND -rHE SP£:CIF1C REC/UIREMENTS OF A RECYCl.ED WA ID? SYSTEM. COPIES OF THE OESIG/'IA TION, r.lTH CONTACT PHONE NUMBE/?S SHAU BE PROVIDED TO THE: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH ANO CAIII..SlJAD MUNICIPAL WAlcR 0/STRICT. IN CASE OF EMB?GENCY CONTACT 808 CROB8EI. (61!1) 520-9563 OR AFTm HOIH?S CONTACT 808 GROBBEl (61!1) 520-9563 24. SHOW All PUBLIC "' PRfVA TE POTAEJI.E WA 7l1i' MAINS DN IMPROVEMENT Pl.ANS. 25. A PHYSICAL SE:PEl?ATION SHAU BE PROVIDED 8ETlfEEN ADJACENT AREAS IRRKiATED Wl7I-I RECYCLED WAJ!'l? AND POTABLE WATER. SEPE:RATION SHALL BE PROVIDED BY 0/STANCE, CONCRETE MO'!( STRIPS OR OTHER APPROVED METHODS. IID,/5 NOS. 8, 19 "' 23 SHALL BE REQllll'lm JUSr Pl?IOR ro THE ACTUAL USE OF !fE'CYCI.EO WA TEI?. ITEM NO. 22 THE: SIGNAGE Pl.AN SHALL BE PART OF THIS J.P. BUT THE ACTUAL SIGNS &, TAGS Will BE INSTAlLEO JUST PRIOI? TO AC7!/Al USE OF r?.C. WATER. GENERAL NOTES 1. PR/OP ro 1HE START OF Gl?ADING. THE APPI.ICANT OR APPI.ICANT"S AGENT SHAll OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDUlE ANO/OR EXH/e/T OUTLINING THE TIMING OF THE SI.OPE Pl.ANTING AND IRRIGATION. THE SCHEDUlE SHALL SHOW TIMING OF CONSTRUCTION OF FREESTANOING, RETAINING ANO CRIB WALlS IMMEDIATELY AFTER ROl,IGH GRADING AS EACH LOCATION IS ACHIEYED. IRRIGATION AND Pl.ANTING SHALL TAKE Pl.ACE AS GRADING PROGRESSES. 2. INSTALLATION OF IRRIGATION AS SHOWN DN 71/E APPRQVED Pl.ANS SHALL COMMENCE wrrHIN 10 OAYS OF THE TIME WHEN EACH'SI.OPE IS BROUGHT ro GRADE AS SHOMI ON THE APPROVED GRADING PLANS. 3. Pl.ANTING AND IRRIGATION FOi? 1HE SLOPE AREAS SHALL El£ COIIIPI.ETEI. Y INSTALi.ED. AS SHOMI ON THE APPROVED Pl.ANS, WITIIIN 30 OAl'S AFTER -rHE IRRIGATION FIRST COMMENCES. 4. WAlcl?. SERVICE (POINT OF CONNECTION) INSTALLATION. TEMPORA/?Y OR PERMANENT. SHAU.. 8E IN PLACE TO COINCIOE WITII Pl.ANTING TIMING SPECIFIED IN SECTION E.3-1 COUNTY OF SAN DIEGO REVIEWED DEPARTMENT OF ENVIRONMENTAL HEAL TH RECYCLED WATER SYSTEM {PRIVATE) SHEET TITLE SHEET NUMBER TITLE SHEET 1 : .. ~.:· IRRtG. LEGEND, NOTES. & DETAILS 2 3 IRRIGATION DETAILS ROBERTSON l{P~NCH PA 14 IRRIGATION PLANS 4 IRRIGATION SPECIFICATIONS 5-6 PLANT. LEGEND. NOTES, & DETAILS 7-8 PLANTING PLANS 9 SIGNAGE NOTES Tl-IE FOLLOWING GI.JIOEUNES FOi? THE USE OF RECm.ED WA 7eJ? ARE ro tJF: PERMANENTl.. Y POS7ED INSIDE THE DOOR OF EACH CONTROLLER MIERE. THEY ARE EASILY VISIBI£ Pl.ACE ON 8-1/2" X 11• SIZED SIGN. COlOfr. PURPl.E BACKGROVND WfTH Ell.ACK I..E77FRfNG. 1. GUllJElJNES FOR FIE:CYCI.EO WA mi' USE A IPRIGA7c 8ETltF:EN THE HOURS OF 10,00 P.M. AND 6:00 AM. ONLY. WATERING OUT'SIDE THIS TIME FRAME MUST 8E OONE MANUALLY WI TH QIJAUFIEO SUPERVISORY PERSONNEL ON-srrE. />10 SYSTEM SHALL AT ANY TIME BE LEFT U/>IATTENOED DURING USE OUTSIOE THE: NORMAL SCHEDUlE. 8. IRl?IGA TE IN A MANNER TI-IAT "'1.l MINIMIZE RUN-Of'F, POOUIVG, ANO PONDING. THE APPUCATION RATE SHALL NOT EXCE£I) THE: INFILTRATION RA7c OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPA T/BlE W/TH THE LOWEST 50/l lNF/lTRATION RATE PRESENr. THIS PROCEDURE MAY El£ FACIUTA TED BY 1/-IE EFFICIENT SCHEDIJUl>IG OF TH£ AUTOIJA TIC CONTROL CI.OCJ<S; (I.E. EMPLOYING THE: REPEAT F!INCrtON TO lJREAl( UP THE TOTAL IRRIGA710N 71ME INTO CYCt.ES THAT WILL PROMOTE MAXMtltJM SOil. ABSOl?PTION). C. ADJUST 5PRAY HEADS ro E1JMINA TE Olfl\'SPll'A y ONro AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPlE, POOi.. DECKS, PR1VA TE PA nos AND LOYS, ANO STl?EETS ANO SlfJE'l(AIJ(S. O. MOMrof? AND MAINTAIN THE Sl'Sm.l ro MINIMIZE EQUIPMENT AND ltlAm?IAL FAILURE. BROKEN SPRINKLER HEAOS, LEAKS. UNREU/181.E VALIIE'l; ETC., SHOUU> BE REPAlRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS l?ESPONSIBLE FOR EDUCATING EACH EMPLOYEE ANO All MAINTENANCE PERSONNEL ON A CONTINUOIJS BASIS. REGAR/JING THE PRESENCE OF RECYr:I..EO WA 7ER. MAINTENANCE PERSONNEL MUST BE 1/1/FORll!EO THA r WA rm IS FOR /RR/GA rtON PURPOSES ONL y AND IS />/OT APPROVED FOR DRINKING OR FOR HAND AND 7'00l WASHING, ETC. GIVl':N THE HIGI-I nJRNOI/ER RA TE OF EMPLOYEES IN THE LANDSCAPE INOIJSTRY. IT IS IMPORTANT THAT THIS INFORMATION BE DISSENINATED ON AN ALMOST OAILY BASIS.. F'. Ol!JTAJN PmOR APPROVAL Or AU PfHJFIOSEO CHANGES ANO MODIFICATIONS TO ANY PRIVATE ON-SITE FACIUTlcS. SUCH CHANGES MUST El£ SUBMITTED TO, ANO APPROVED BY, TH£ 0/STRICT ENGINEERING OFFICE ANO DESIGNEO IN ACCOROANCE WITH 0/STRICT STANDARDS. 1. All FIE:Cm.ED WArm SPl?INl(tIR CONTROi. VALl£S SHAU.. BE TAGGED wrrH IDEN71FICA llON TAGS. . A TAGS SHAU B£ ~TMEffPFN'JOF' PI..AS11C, .,-,,. 4°: PUrfPl£ IN COlO'i', r.rTH THE """1DS 'Wlll?Nl/>IG RECYCLED WATER -DO NOT ORINK" -TED ON ONE SIOE, AND 'A VISO -AGUA MH'URA-NO TOMAR' 111/PRWTro ON THE OTHER SIDE. fMPRINTING SHALL BE PERMANENT ANO BJ..ACK IN COLOR. USE TAGS AS MANUFACTURElJ BY T. CHRISTY ENTERPRISES 0/? APPROVED EQUAL. 8. ONE TAG SHAU tJF: ATTACHED ro EACH VAL Yr: AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR 'MTII PLASTIC TIE-WlfAP OR 2. ATTACH TO SOI.ENDID WIRE 0/RECTLY 0/? WITH PLASTIC TIE-'M?AP OR 3. ATTACH TO VAi.Yr: COi/ER 'MTH EXISTING VALVE COi/ER BOLT. 2. ALL SPRINKLER HEADS SHAU El£ IDEl'ITIFIUJ AS RECm.ED WArm SPl?INKt.ER HEADS. 2. EACH AI.ITOMA77C COfVTROUER ANO fTS ASSOCIA7ED EQUIPMENT SHALL tJF: IOENTIF1ED r.lTH A SIGN BEARING 1HE ltl?ROS 'RECI.A/1JIED WATER USED FOi? /RR/GA rtON" IN ENGLISH AND SPANISH, WITII BJ..ACI( lETTmS I• HIGH ON A PUl?PI.E BACKROUND. -rHE SIGN SHALL BE PLACED SO 7HA T IT CAN EJE REAlJII. Y SEEN EJY ANY OPERATIONS PERSONNEL UTIIJZING THE: EQUIPMENT. ALL IRRICA TTON lJACKFLOW ~ 5HAll Be TF:S7m 8Y A CERTIF'IED IES IER AND RESULTS MUST f!E ~ TO THE CITY ANO THE: CARt.SBAD MUNICIPAL WAlcl? DISTRICT. PIPE EJETWEEN THE MErm ANO BACKFlOW PREVEN7cr? SHALL BE 'SCHEOUI.E K HARO COPPER~ APPROYEO CONTRACT BACJ<FlOW TESTmS CAN tJF: FOUND ON THE CITY IIEl1 SITE AT -..J.co.Psl>od.,a.us/pdfdoc.htmlfp-:,,W INSPECTION PROCEDURES: 1. IN5PEC'TION OF THE: PROJECT SHALL tJF: PE:Rf'ORMEI) BY THE LANDSCAPE ARCHfTECT OF THE 111'.)(?K, 0/? HIS DlcSIGNATED AGENT. RfcFEI? TO THE Sff:CIF7CATllvOS FOR THE: SCHElJIJI.E OF REQUIRED INSPECTIONS ANO REQUIRE[) SU8M/TTALS 2. FOl..lOWING COMPI..ETION OF THE Olai'K, THE: LANDSCAPE /tRCHITECT OF THE lll'.ll?K Will CERTIFY THAT THE: INSTALLATION HAS BEEN COMPI.ETED BY SU-TT/NG 71£ TINAL lANOSCAPE C£RTIF1CA710N FORM"~ A R£OIJ£ST FOR A FINAL !ANDSCAOC JNSPEC710f,J BY THE CITY MUST At 5Q RE MADf B'r' CALLHiG 71-lf INspfCT/ON RFQLJf_<:;T UN[. "FINAL LANDSCAPE CEl?TIFICA TION FORM" FAX TO: 760.944.8943 LANOSCAPE INSPE:CTION REQUEST PHONE UNE: 760.602.4602 · DEVELOPER'S NAME & ADDRESS: GALA VERA HILLS //, LLC 2750 WOMBLE ROAD SAN DIEGO, CA 92106 PHONE NO: (619) 794-1252 FAX NO: (619) 336-3010 CARLSBAD MUNICIPAL WATER DISTRICT E:PLO 176- OECI.Al?A TION OF RESPONS18lE CHARGE: I HEREBY OECI.ARE THAT I AM UtNOsr:APE ARCHrrECT OF lltWI<' FDR THfS PROJECT. 1/-IAT I HA\.!c EXERCISIT> RESPONSIBI.£ CHARGE OVER THE OESIGN OF 711/S PROJECT AS IJEFINEO IN SECTION 6703 OF THE: EJUSINESS ANO PROF£SS/ONS COOE ANO THAT TH£ DESIGN IS CONSISTENT ttlTH CIJRRENT STANOAROS. I UNOERSrANO 1HAT THE CHECJ< OF PROJECT f)f?AWINGS ANO SPEQF/CA l10NS 8Y THE SAN DIEGO COUNTY DEPARTMENT OF EN',!RQNMENTAL HEALT/-1 AND THE CITY OF CARI.SBAD IS CONFINED TO REVIEW ONLY ANO lJOES NOT RElJEVI': ME, AS THE: UCENSED LANDSCAPE ARCHITECT OF 11\?RK, OF MY RESPONS/8/UTIES FOR PROJECT OESIGN. Tff£SE PUWS HA Yr: BEEN PREPARE!) IN SUBSTANTIAL CONFORMANCE WITH TH£ APPROYED LANDSCAPE CONCEPT PLAN, '!(ATER CONSERVATION PLAN, FIRE PROTF:CTION PLAN, ANO AU CONDITIONS OF APPROVAL RfJ.A TING TO LANDSCAPING Fll?M NAME "' ADDRESS: l-/0 0 ASSOCtA rr:s. INC •• CAMINO DEi. RIO soum. SUITE 210. SAN DIEGO. CA !J210B • .JOHN W. HOWARf>, LANDSCAPE ARCHITECT RLA 2919 • PHONE: NO(s), (619) nB-9860 RECl5mATION NO(S): RtA 2919 FAX (619) 718-9669 DATE EXPIIM7'0N DA"Tc: 7~1/10 I 19 HO.A. CITY OF 1\ CARLSBAD rn VICINITY MAP NO SCALE I I r \ J PLANTING SPECIFICATIONS 10 CONSTRUCTION LEGEND & NOTES 11 CONSTRUCTION PLANS 12 CONSTRUCTION DETAILS 13-14 INSPECTION PROCEDURES 1. OISTRICT CONSTRI.IC710N INSPl:CTION SHAll INCi.UDE: A. RE:QUll?E:t> SEPAFM 7/0N lJETWEEN PIYTAB!.E AND RECYCLED WATER LINES (HORIZANTAU.. Y &, VER1!CAU.. Y). B. PIPE IDENTIFICATION C. 51..EEVING AT CROSSPNGS 0. APPROPRIATf: MATERIALS AM> MARKIIVCS. INCI.UDINO PR0PtR QI.I/CK COUPt.mS. 2. DISTRICT FINAL l~-r/DN SHALL INCLUDE: A. SIGNAOC l/'ISTAUED PER Pl.AN 8. CONTROU.ER STICKERS. C. TAGGING OF VALVES:. D. COVERAGE rr:sr AFTER COMP!.E110N OF 1'-IE SPRI/IIKl..m SYSrr:M ro ENSURF: PROTECTION OF Ar?EA NOT APPROVED FOR RECYCLED WA T£R IJSE. E. AU.. ASPECT!; OF THE IRRIGATION CONDITIONS INCLUDING WINDBLO.W ~A Y. RUNOFF. AND POND1NG. I'". REQUIRED PR07f:C7/0N OF All RESIDENTIAL AREAS. G. r?E:Qt.llRED PROTECTION OF WEL.l.. STREAMS. l?ESEl?VOIRS, ETC. H. CROSS-CT>NNECTION TEST IF REQIJIRED. I. COLOR CODED. LAMINATf:D CHARTS INSIDE EACH~- 3. ANNUAL INSPECTION SHALL INCi.UDE: A A COMPl.ETE INSPECTION THAT "7ll Ca\lER A-I OF THE DISTRICT FINAL INSPECTION. RE1/ISIONS MUST lJE APPROVE:D lJY PUBUC HE:At TH ENG/Nff!?, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPlEMENTA TION IN Rnl>. ' KEY MAP LEGEND ARE HYDRANT EXISTING RECYCLED WATER METER (METER AND BACKFLOW REVENT!ON) --W -POTABLE WAi'ER LINE -RW-RECYCLED WATER LINE --+R""Cc.c_-RECYCLED WATER PRESSURE SUPPLY LINE ------RECYCLED WATER MA!NUNE POTABLE MAINUNE (HOMEOWNER SLOPES) DO NOT DRINK SIGN ~ RECYCLED WATER ~ POTABLE WAlcR SIJBDIV!SION BOUNOltRY. . • • . . . • . LOT UN£. . ............... . CONTOURS. ........ _ ...... . FfRE HYDRANT: . . . . . . . . . . . . .. STF?EET UGH[ ............. . GRADED SLOPES (2: 1 MAX) DA YUGHT LINE. . . . . . . . . . . . . . . . --------- ---260--- -I ~ _'v_v_ __ J_ ____ L __ DATE, 04/05/10 ♦ ♦ DRAJ"IN El'!', .JEH/MM ♦ ♦ HOWARD:: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . .JOB NUMBER, 0049.01 ♦ • ♦ A s s O C I A T E s ♦ . . ' FILE, ♦ • ♦ • landscape architectur,e·· .... 2919---:- REVISIONS, aa■o ria aa:a llll&p dr:I•• aid-ta s:.-e aaa djap ca 921.DII-619 'll& 9loliO ,.._ ____________________ _, ___ _.. ________________ -t DEP\JTYCfTV ENGINEEREXP.Mi(lll!'r2 -~--~-----------~, ----------==- ..c 6' ~-,i __ ------je---~TY~ ... P-I .... C_AL __ s_1G_N_s __ --.-_________ 1 Bt.ACK-l,OGO------,,---c-PVRP~E_BACKROVNO=-----~--~---~------------------------~-~-------+t-_-_-_--If--_-_--f---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_----If--_-_---++-_-_--~++ -~-~---If--_-_--1-;l:;::::=1=.:[ ::::C:::::::::IT=1=LA=~=Nr=NG=£=~='AR=T=1S=NT=B=AD=~l==4=;[ 1----+---~---C.-.-----cr-· ~ ,.... r-'" BLACK LETTERS TITLE SH££T FOR: .,-C -~i I i I -l--. -----·-··-··-... ------ I ,,.,. IN ORDER 1'0-~ WA1'ER -RECYCLED WATER IN USE \o ~ DRINK -t:. NO"lOME EL AGUA WASH HANDS AF"TER' ODNOTAl"!TlNG LAVESE SUS MAH0S 0ESPUES DE. USAR 1s· x: ta· stZE .032 ALUMINUM •• 060 ABS PLASTIC OR STICK-ON VINYL SIGNS 2" BLACK LETTERS 1• Bl.ACK LETTERS ,,u.s.) "AS-BUILT '' BENCHMARK: R08£RTSON "!rANCH -r WARNINC RE YCLEO WATER DO NOT DRINK YCLED WA I ER . ' ' . -- WASH HANDS AFTER CONCTACTINC VESE SUS MANOS OESPUES OE USAR 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS R.LA.. .. ·-··-EXP. ____ _ REVIEWED BY: INSPECTOR D'ATE DATE · DESCRIPTION: · STAMJAllf) 11-fO STllUT C£KfEHJN£ WW. M!MIMENT lOOOION: CENlEH!JN£ OF ll CMfflVO 1/EAl. AT£NGYNE£R~S~l!ON45#92 -.. PER R.S 1800-1 - RECORO FROM: COflN7Y BENCH l.DUS {NO. CWNTY VERT. CONlROL OATA) Et.EVATIOIII: 68.479 OATtN; llS.C. ,t, r;.s. PA 14 C. T. 07--0:J ~~-4==4=~=~~=-~=~~~~-~-~~~-t--i 1-:-PN~:O=,:-ED~'~.(1,_;~k-,~i'-"H'.~'~=L:tl:==·~~~ t:;>i~·lc.r - I DRAWING NO. . _,f§Q~L.. DA.TE INITIAL ENGINEER OF WORK REVISPON DESCRIPTION I OWN BY: 11 t--~=:=A~~PROYAL_IN_fTIAl._-+_M_CITY_JE=-~::...-IT_IAL--1 = ~~---PROJECT NO. C.T. 07-03 I ' -____ ·1 1· I i ' -1 ' l ' -1 Controller 'N' Pt assure l.o!l9 Calculation -Largest Valve Poofect Name: Dale: Robertson Ranch PA 14 1'/23l2009 Wnw Dfsttk.l HGL: CMWD 384 N Metar~tg,.atka,, Mllter:looatlun~ -Size: WfndlnlH way 1-112" Meter Ctewatk»ne Statlo. Pl 11 ! Ui6·@M8ler: YalYe-lJ, YalYeStze: n- 110PSI N-47 2" Pipe """' LaleralL-Section T\111& A Cl200 B Cl200 C Cl200 A. TOTAL LATERAL SYSTEM 1.0SS Pipe Pipe Main.Line Seclkln A CL315 B CL315 B. TOTAL MAIN 1.INE SYSTEM 1.0SS MISCELLANEOUS LOSSIGAIN Wate.-Meter Backflow Preventer Master Control Valve Ball Valves Control Valve Head Loss/ Gain In System C. TOTAi. MISC. I.OSSJ GAIN D. TOTAL SYSTEM LOSS(A+B+C) E. FITTING LOSSES (15% OF TOTAL LOSS) F. MIN, REQ. PRESSURE.AVAILABLE AT HE.AD G. DESIGN PRESSURE (D+E+F) H. PRESSURE AVAILABLE. AT METER I. RESIDUAL PRESSURE. (H-G) Size 314" 1" 1-1/4" Size 3" 2-1/2" l'tOO 2.900 1.450 1.150 L9"gth l'tOO 2.2 6.2 SacliOii Tobit GPM PStLlln PStt.lln 9.7 3.53 10.237 4.8 0.36 0.522 3.8 0.08 0.092 10.851 Section OPM PSILCIIIS PSILon 57.9 0.41 0.902 57.9 1.06 6.572 7.474 Qty. 1 7.20 7.20 1 12.50 12.50 1 1.80 1.80 2 3.00 6.00 1 1.50 1.50 12 0.433 5.20 34.20 52.52 7.88 30.00 90.40 110.00 PSI: 19.60 -~==== IRRIGATION NOTES I. TME IRRl6ATION PLAN 15 DIAGRAMMATIC. ALL !RRIE>ATION EGUIPMENT 5HALL E!E LOCATED IN l"LANTINE> A!'eEAS ONI.Y, UNL.1:55 NOIED Cilil:'.l""~ISE. Rb LI<-,0 THE IRRl&ATION LE6END AND DETAll.5 FOR EGUIPMENT AND INSTALLATION. 2. ~TOI<. 5HALL Kl:'.l:'.P TME F!'!EMl5ES CLEAN AND ffil:'.I:'. OF EXCl:'.55 EGUIPMENT, MATl:'.RIAL5, AND l'!UBBISH INCIDENTAL TO ~K OF THIS SECTION. 5. A. ALL Rl5El<-S 5HALL BE P.V .C.. SCHeDULE eo. B. ALL PIPE FITTIN55 5HALL SE P.V.C.. 5CHEOUI..I:'. 40. 4. A. ALL l"IIRE SHALL E!E 14 &AUGE Al"IE> (MAX. 15AUSE') JIIIITH 5HEATH, MAXI-JIIIIRE 6'r' PAIGE ELECTRIC.. DIRECT et.lRIAL T'r'PI:'., AND ALL SPLICES AND CONNECTIONS SHALL SE MADE l"IITH 3M 15ELPACK D6'f CONNEC-TOR5. B. EACH CONNEC-TION FROM DcCODER TO VALVE: SHALL MAINTAIN TME SAME J/1111<.E COLO!<. A5 DEC0DeR. C.. ALL JIIIIRE5 SHALL 61:'. INSTAI.LED J/111-n-t TflllO (2) FEET OF EXCE55 "11RE (COILED) AT THE END OF EACH J/1111<.E RUN. D. CONTROL l'ltRE SHALL SE SUNDLED AND l"LACED E!ENEATH MAINLINE. E. VALVE SHALL SE A MAXIMUM 15' FROM DECOOER. F. CONTROL l"IIRE SHALL FOLLOl"I MAINI..INE. &. LOOP JIIIIRE BACK TO CONTROLLER IF CONTROLLER J/1111<.E RI.IN 15 LONE>ER TI-IAN 2.4 MILES. H. CONTROL l"IIRE5 (I.E. MAXl-l"IIRE5) MUST MAINTAIN A to-FOOT SEPARATION FROM ELl:'.C,TRIC.AL TRANSF'ORMl:'.R5 $ UNDER6ROUND HIGH VOLTAGE f'Ot CR L!Ne. 5. BACKFLOJ/11 PRl:'.VE:NTION Dl:'.VICES SHALL SE LOCATED A5 INDICATED ON THE IRRl&ATION PLAN. INSTALLATION SHALL CONFORM TO LOCAL GOVl:'.RNING c.oc:>l:'.S AND RE151/LA TION5 AND MANIJFACTURl:'.R'5 SPl:'.C,\FICA TION5. CMJIIID aAc.KFLOJ/11 SPl:'.C,IALIST TO AF'FROVE LOc.A TION ph. ("!60) 458-Z122 >(11!52 6. C.Hl:'.CK VALVES SHALL 61:'. USED fl'IMERE INDICATED AND JIIIMeRE NECESSARY TO PREVENT l"IATl:'.R FLOJ/11 FROM LOJ/111:'.R ELEVATION Hl:'.AD5 l'IHEN 5'1'5TEM 15 ~NED OFF. "T. ALL PRE59URE MAINLINES 5HALL HAVE: (le,) INCHES OF C,OVE:R FOR MAINLINES Ll:'.55 THAN 9" IN 17\At-lE I ER, (24) INCI-IE5 OF COVER FOR MAINLINES 9"-5-1/2" IN DIAMEIER, AND (36) INC,HE5 OF C,OVE:R FOR MAINLINES 6" Of<.15Rl:'.ATER. ALL LATERALS SHALL HAVE A MINIMIJM TJIIIELVE (12) INCHES OF c.ovt::R. TRENCH BACKFILL SHALL SE ffil:'.I:'. OF AN"!' MATERIAL THAT MAY DAMAl5E IRRl&ATION PIPE Of<. EGUIPMENT. IN THE EVENT OF aAc.KFILL SETTLEMENT, CONT!"ACTOR 5HALL FERFURM REGll.llRED REPAIRS AT Hl5 Ol'IN C.OST. e.. ALL Al/T"OMATIC, VALVES SHALL 61:'. LOCATl:'.D l"IITHtN 5H!'W6 AREAS. IN BOXES SHALL ee INSTALLED IN FIJRPLI:'. VALVE: aoxes, ONE VALVE: Pl:'.R aox , JIIIITH F0LR (4) INCHES OF PEA &RAVEL 61:'.Nl:'.ATH EACH VALVE:. BALL VALVES SHALL SE LOCATED IN SEPARATE: VALVE: aoxes. 'I. MAIN5, l"IIRI:'., AND LATERALS UNDER VEHICLE PAVIN15 SHALL 61:'. 5CHl:'.DI.ILI:'. eo PVC. 5LEl:'.VE5 "11TH (36) INCHES MINIMUM COVER FOR MAINLINE5 6" Of<. LE55 IN DIAMEIER AND (45) INCHES COVER FOR MAINLINES E>REATl:'.R TI-IAN 6" IN DIAMEll:'.R. ALL MAINS AND JIIIIRl:'. UNDE!<. PEDESTRIAN PAVIN6 SHALL et:: 5CHl:'.DULE 40 PVC. 5Ll:'.EVE:5 l'IITH (15) 1NCHE5 MINIMUM c.oVE:R FOR LINES LE55 THAN 5" IN DIAME I ER, (:24) INCHE5 OF c.oVE:R FOi<. LINES 5" - 5-1/2" IN DIAr'1E I ER, (36) INCHl:'.5 OF COVER FOR LINES 6" Of<. &REATER IN DIAMl:'.T!:R. 10. Al/T"OMATIC, CONTROLLER5 SHALL 61:'. 5I2:E AND T'r'P1:'. A5 NAMED, AND INSTALLED l'lrrnMl'E""IQ~ INDICATED ON IRRl&ATION FLAN. CONTROL JIIIIRE5 !SHALL 6E 5LEl:'.VED UNDER PAVINE> IN I" Dl,..Ml:'.IER 1:'.LECTRICAL COND\IIT. I CONTROi.. JIIIIRI:'. MAX. PLIR SLEEVE:. A. 120 VOLT SERVICE TO CONTROLLER SHALL SE PROVIDED 6'r' THE Ol"INER. II. PRIO!<. TO EIACKFILLING IRRl15ATION TRENCH!:'.5, A. ALL MAINLINES IN THE SYSTEM SHALL SE CAPPED AND PRE59URE TESTED AT 125 l".5.I. FOi<. A PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL SE CORRECTED 6'r' Rl:'.MOVIN<5 THE Ll:'.AKINE> PIPE Of<. FITTIN6S AND INSTALLIN6' NEJ/11 MATERIAL IN IT5 PLACE. B. ALL LATERALS SHALL ee PRE55URE TESTED AT DESIGN PRE55URE FOR ONE HOUR. C.. THE CONTRACTO!<. SHALL NOT ALI.OJ/II NOR. c.Al/5E ANY OF HIS JIIIORK TO BE c.oveRED IJNl"IL IT HA5 61:'.1:'.N INSPECTED, TESTED AND APPROVED 6'r' THE OJIIINER'5 AUTHORIZED REFRl:'.5ENTATIVE: AND CITY INSFCC,TOR, 12. IRRIE>ATION ~TOI<. SHALL ADJUST ALL HEADS TO PROVIDE EVEN COVERAl5E AND TO K1:'.1:'.P SPRAY' OFF 6UILD!N65, l"IALKJIIIAY'S, l"IALL5, AND DRIVES. 15. 1'1HEN TME SPRINKLER 5'1'5TEM 15 COMFLl:'.TED, THE CONTRACTOR, IN THE PRE5f:'.NC,E OF THE Ol"INl:'.R'S Alll'HO!<.IZ!:'.!:, REF Rl:'.51:'.r.t,ATIVE:, SHALL PERI ORM A COVl:'.RAISE TEST OF l"IATl:'.R AFFORDl:'.D THE PLANTIN6 AREA5 TO EN5VRE IT 15 COMPLETE AND ADEGl.!ATE:. CITY IN5PEC ,OR TO AF'FR.OVE COVERAGE. THE ~TOI<. SHALL F\JRNl5H ALL MA11':RIAL5 AND FB"FO"M ALL ~ REGI.JIRED TO CORRECT ANY' INADEGll/AC,IES OF COVERAGE AT Hl5 Ol'IN C.OST. IRRI<9ATION CONTRACTO!<. SHALL MAINTAIN THE 5'1'5TEM FOi<. A Pl:'.RIOD OF 5\XT'I" (60) DAYS AND SHALL l"IATl:'.R ON A DAILY BA5l5. 14. PRIO!<. TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL FVRNISH TO THE Ol'INER A COMFLETI:'. 'A5-E!IIILT' DRAJIIIIN<5 AND TrlRl:'.E PRINTS 5HOl'IIN6 EXACT LOCATIONS OF ALL ITEMS IN5TAI.LED. 15. PRIO!<. TO FINAL ACCEPTANCE, THE IRRl6ATION CONTRACTOR SHALL PLACE A LAMINATED, REC>t/C,f:'.D COPY" OF THE A5-6UILT ll"RI6ATION PLAN, COLOf<....e,ot)ED A5 TO COVERAGE AREAS FOR EACH VALVE, IN THE CONTROLLER l:'.NCL051.!RE. 16. THE IRRl6ATION ~TOI<. SHALL el/AAANTEE THE ENTIRE IRRl6ATION S'l'STEM TO BE FREE or Ob EC.TS IN l"IORKMAN5HIP AND MATERIALS FOi<. A Pl:'.RIOD OF ONE (I) YEAR. FROM FINAL ACCEPrANCE SY' THE Ol"INl:'.R. l"T. 'THRU5T BLOCKS CON5ISTINE> OF A MINIMJM OF I CIJ6IC, FOOT OF CONCRETE (2PDO P5I) SHA! I ~ INSTALLED AROtiND MAINLINES 5 "AND AaoVE: AT EL60"'5 AND AT POINTS OF CIIAN6E IN DIRECTION." (CITY OF C.ARLSSAD LANDSCAPE MANUAL IV.5-5). II!>. lb. INSTALL POP-l!F'5 IN THE RIISHT-oF-~Y AND 1"11-11:'.REVl: JIIIITHIN IO FEET OF HAR05CAPE, Tt.!<.F, Of<. OOTt-,1-1~1:'.RR ARl:'.A5 JIIIHERE PEDESTRIAN TRAFFIC. MAY' OC.CUR. l'1. ALL IRRIE>ATION l:'.Gll/lPMENT UTILIZINE> RECLAIMED ~TER SHALL 61:'. COi.ORE!> .-'IJRPLE PER C.ARLSSAD MUNICIPAL l"IATl:'.R DISTRICT REGUIREMl:'.NT5. 20. l/5E PAGE l:'.LECTRIC. MAXICOM l'IIRE FOR 2-l"IIRE DECODER 1'4IRE PA TH. 2I. l"IARNINE> TAFE5 REGUIRED (2) ONE TO SE LOCATED DIRECTLY ON TOP OF MAINLINE AND ONE 12" ABOVE. 22. 5URl5E FRO i E:t;TO!<. AND GROUNDIN6 ROD 15 Nl:'.l:'.OED !:'.VERY' 450' OF LINEAR OF CONTROL "11RE. 51:'.1:'. RAINBIRD SPECIFICATIONS FOi<. GROUND!Ne INSTRIJC,TION5. 25. POP-IJP HEl6HT5 ARE TO BE 12" HIGH (RAINBIRD MODl':L 1512) IN STAR .IASMINE AND LANTANA. 6' 1-\IGH (RAINSIRD MODEL 1006) IN nJRF 24. THRUST 6LOCK5 CON5l5TIN6 OF A MINIMUM OF I CIJBIC. FOOT OF CONCRl:'.TE (2pco p!II) SHALL BE INSTALLED AROVNO MAINLINE5 5" AND ABOVE: AT EL60"'5 AND AT POINTS OF CIIANISE IN DIRECTION. 25. PRtO!<. TO IN5TALLAT10N OF MAINLINE IN CITY R.0.1'1.. 6ETJIIIEEN SIOEl'IALK AND C.IJRS CONTAAC,TO!<. SHALL PROCURE AN ENCROACHMl:'.NT Fl:'.RMIT FROM THE CITY OF CARLSBAD. 26. NO VAL VE: aoxes, CONTROLLERS Of<. 0, Hl:'.t't IRRl6ATION AFFl.!RTENANCES SHALL BE LOCATED l"IITH!N THE Dl5 TRAIL TREAD. • POFUPS REGVIRED IN Rl<5HT-OF-l'IIAY AND ~REYER l'IIITHIN 10' OF ANY HARDSC.APE, TURF OR OTHER AREA l'IIHERE PEDE5TRIAN ~Fl"ICE MAY OCCUR. OUTSIDE OF IO' IN SHRUB ElED5 USE SHRU6 :SPRAY HEAD ON 1.2" RISER (SEE NOTE 18) ,.. ALL HEADS ON RECYCLED SYSTEMS TO RECEIVE -RAINEllRD leooNP COVER (MODEL •A46610) OR PA 85-NP (NaN-POTABLE PLA5TIC SHRUB Ar>AP i ER.) 314' HOtl5E l'C>TABLE l'IATER METe1. • MEl'GHANT EMLDEI"/ OEVELOFER I~ t<L.IHJN5IBLE FOR: Ml:'.T1:R INSTALLATI~ AAINBIRD AAINBIRD AAINBIRD AAINBIRD CKAIIFIOO I1'1"lmo!. NEl.50N Kl(ll!;llROS. P!"B 5ERIE5 REMOII:'. CONmDL VALVE (NOl+-POTABLE l'IA'l'E'R) • SIZE F!:R PLAN -(l) ~ ADDRESS F!:R P!"B V/'J..VE AfNF 51:'RIES REMOTE CONTROL ANTISIF'IION V/'J.. VE • SIZE F!:R PLAN r7V 51:'RIES R!:),IOTE CONTROL VALVE -SIZE F!:R PLAN )(t;Z-I00-6-GOM CONTROL ZONE Krr ('NON-POTAE!I.E l'IA'l'E'R) • SIZE F!:R PLAN· 0) = AvDRESS Fl:R FEB VALVE !362 51:'RIES ATMOSF'IIERIC VACWM BREAKl:'.R l'IITI+ 1/NION -LINI:'. SIZE• MOUNT 12' Hl5MER THAN IN6I1EST Hl:'.AD IN SYSTEM AAINDIAL ~ CONT1'POLLl:R • l'IALL MOUNT OIIT51DE -l'IALL (FoR PRIVATE -51.oPES) • SIZE F!:R FLAN5 al/lCK COllFlER V/'J..VE FOR: !'!!:CYCLED l'IATER NEl.50N t-rODEL ll"T645 TI'!IJE-!INION PLASTIC BALL VALVE• LINE SIZE 5--S--I""16ATICIN 5TI.IB PVC PACIFIC PLASTICS "CYCLE PLOl"I" CL :200 LATERAL LINE • SIZE F!:R PLAN • 12" MINIMVM COVER -3/4' MINIMVM SIZE ~ PVC CL 200 LATERAL LINE -SIZE F!:R PLAN -12" MINIMM COVER -5/4" MINIM/M SIZE /l'IHtre) ---FI/C PACIFIC PLASTICS "CYCLE FL.01'1" CL.9I5 MAIN LINI:'. (:?" OR~ -SIZE F!:R PLAN -Ill" MINIMIIM COVER FOR 2-1/2' AND LESS· 24' COVER FOR 9'-!5-1/2' ~el PVC PACIFIC PLASTICS "CYCLE Fl.Ol'I" CL.915 MAIN LINE (:?' OR LA~ -SIZE F!:R PLAN -l!l' MINIMIJM GOYER FOR 2-1/2" AND LE55 a 24" GOYER FOR: 9"-!5-t/2" /l'IHITI:'.) PACIFIC P'I.A5TIC5 'CYCLI:'. FI.Ol'I" PVC -IISATION FIi"!:'. 5Ll:'.EVI:'. • Tl"IICI:'. THI:'. SIZE OF l't:)RKl(II!; LINE 51 F!'Y5 SIW.L BE A5 F'Ol I Q""i, -MAINS, I'll~ AND LATERA!.5 tJNDER VEHICLE PAVINl5 TO SE IN SEPARATE PVC SCHEDIILE llO SLEEVl:'.5 l'IITt-f !36" COi/ER. IR.R.IGATION LEGEND* FOi<. RECY'~ * POTABLE l"IATl:'.R IRRl6ATION 5YM.MFR MODEL Dl=SCRIPTION 5PM l'tADIVS FSI ~ RAINBIRD 1504-SAM-PRS-SG-PCS POP-UP SPRAY HEAD JIIIITI-I 1000 NP COVER .10 5' 90 E1' RAINBIRD 1504-SAM-PR5-5H-PC5 POP-UP SPRAY HEAD l"IITI-I 1000 NP COVER .20 5' 90 ~ RAINBIRD leo4-5AM-PR5-5F-PC5 POP-UP SPRAY HEAD l'IITl-l 1000 NP COVER VARlt:5 5' 90 ISi RAINBIRD I804-5AM-PR5-15E5T-PC5 POP-UP SPRAY HEAD l"IITI-I 1000 NP COVEl'I. 0.65 4'Xl5' 90 liiJ RAINBIRD leo4-SAM-PR5-1555T-PC5 POP-UP SPRAY HEAD l"IITI-I 1000 NP COi/ER 1.90 4 1X901 90 I:! RAINBIRD 1806-SAM-PR5-15E5T-PC5 P"f>""\'P 5pl"GI~ Head I'll 1000 NP Cover 11: Orang,> PCS 0.4 2'XIO' 90 ~ RAINBIRD 1006-5AM-PR5-1555T-PCS Pop-up Sr-~ Head I'll 1000 NP C<Ner-II: BIOGk. PCS .6 9'X20' 30 ~ RAINBIRD 1806-SAM-PRs-!550-PCS POP-UP SHRUB SPRAY HEAD l"IITI-I 1000 NP COVER .10 5' 90 "" RAINBIRD leo6-SAM-PR5-55H-PCS POP-UP 5HRUB SPRAY HEAD l"IITI-I 1000 NP COVER .20 5' 30 1 RAINBIRD I006-5AM-PR5-55F-PCS POP-UP 51-\RUB SPRAY HEAD l"IITH 1000 NP COVER VARJcS 5' 30 RAINBIRD 1006-SAM-PRS-850-PCS POP-UP 5HRUB SPRAY HEAD l"IITI-I 1000 NP COVER .90 e,• 30 w RAINBIRD I006-SAM-Pl<.5-851-1-PCS POP-l/P SI-IRU6 SPRAY HEAD l"IITH 1000 NP COVER .52 8' 30 f RAINBIRD I806-5AM-PR5-85F-PCS POP-UP SI-IRU6 SPRAY HEAD l"IITI-I 1000 NP COVER I.I 8' 30 RAINBIRD l006-5AM-PR5-8VAN-PCS POP-UP SI-IRU6 SPRAY HeAD JIIIITI-I 1000 NP COVER VARIES 8' 30 ¾ RAINBIRD I506-SAM-PRs-lOO-PCS POP-UP SHRUB SPRAY HEAD l"IITI-I 1000 NP COVEl'I. .9'I 10' 30 V RAINBIRD 1006-SAM-PRS-IOH-PCS POP-UP SHRUB SPRAY HEAD l"IITI-I 1000 NP COVER _..,.,, 10' 30 i RAINBIRD I006-5AM-PRS-IOF-PCS POP-UP SHRUB SPRAY HEAD l"IITH 1000 NP COVER 1.56 10' 30 RAINBIRD I806-SAM-PRS-IOV AN-PCS POP-UP 5HRUB SPRAY HEAD l"IITI-I 1000 NP COVER VARJcS 10' 90 ◄ RAINBIRD I006-SAM-PRS-120-PCS POP-UP SHRU6 SPRAY HEAD l"IITI-I 1000 NP COVER 0.65 12' 90 .... RAINBIRD 1006-SAM-PRS-I21-1-PCS POP-UP 9HRUB SPRAY HEAD l"IITI-I 1000 NP COVER 1.9 12' 30 ! RAINBIRD 1006-5AM-PR5-12F-PCS POP-UP 5HRUB SPRAY HEAD l"IITI-I 1000 NP COVER 2.65 12' 90 RAINBIRD I006-SAM-PR5-l:2V AN-PCS POP-UP 51-\RUB SPRAY HEAD JIIIITI-I 1000 NP COVER VARIES 12' 30 RAINBIRD te06-5AM-PR5-15G-PG5 POP-UP SHRUB SPRAY HEAD l"IITI-I 1000 NP COVEl'I. 0.'12 15' 30 V RAINBIRD I006-SAM-PR5-15H-PCS POP-UP 51-\RUB SPRAY HEAD l"IITI-I 1000 NP COVER 1.85 15' 30 w RAINBIRD I006-5AM-PR5-15F-PC5 POP-UP 9HRUB SPRAY HEAD WITI-I 1000 NP COVEl'I. 9.i 15' 90 i RAINBIRD 1006-5AM-PR5-15VAN-PC5 POP-UP SHRUB SPRAY HEAD l"IITI-I 1000 NP COVER VARIES 15' 30 RAINBIRD I006-5AM-PR5-15VAN-PC5 POP-UP SHRUB SPRAY HEAD WITI-I 1000 NP COVER VARIES 18' 30 [I] RAINBIRD 1006-5AM-PRS-15E5T-PC5 POP-UP 51-\RUB SPRAY HEAD l"IITI-I 1000 NP COVER 0.65 4'Xf5' 30 [I RAINBIRD ·leo6-5AM-PRS-1555T-PCS POP-UP SHRUB SPRAY HEAD WITH 1000 NP COVER 1.9 4'X90' 30 @ RAINBIRD RJIIIS-19C6 ROOT l"IATERIN6 SYSTEM 0.25 90 HUNTER PGl+-ARV-0I POP-UP SHRUB ROTOR 0.i .25' 50 1-ftJNTER P<51+-ARV-o4 POP-UP SHRUB ROTOR 1.6 .25' 50 HUNTER P<51+-9RV-oi POP-UP SHRUB ROTOR 9.4 .25' 50 HIJNTER P61+-ARV-0:2 POP-UP SHRUB ROTOR O."I 90' 50 HI.JNTER. PGl+-ARY-05 POP-UP SHRUB ROTOR :2.0 90' 50 HUWER P61+-9RV-08 POP-UP SHRUB ROTOR 4..2 90' 50 HUNTER PGl+-ARV-OS POP-UP SHRUB ROTOR 1.6 95' 50 HUNTER PGH-ARV--06 POP-UP SHRUB ROTOR 2.i 40' 50 HUNTER P<51+-ARV-0"1 POP-UP SHRUB ROTOR 5.5 98' 50 SEE SHEET 3 FOR ADDITIONAL IRRIGATION DETAILS I SEE SHEETS 5-6 FOR IRRIGATION SPECIFICATIONS I -MAINS, LATERALS, AND l'IIRE t.lNDEI'-FtiiESfRIAN FAVINl5 TO ee IN SEPARATE FvC. 5CHEI?IJI..E 40 SLEEVE,. PIPE COVl:'.RA6I:'. AS FOLL01'1!5, -LE55 THAN 9' IN DIAMETl:'.R -(Ii!>' MINMIM ~. • 9' AND UP TO 5-1/2" IN DIAMTER • (24" MIHIM!.'M COV!:R,), -6' OR 6REATER IN DIAMETl:'.R • ~• MINIKM ~ DATE, 04/05/10 ♦ • HOWARD:: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. -SEE SLl:'.l:'.VINIS ~ ON FA6E 03 ~---~ -~ ~ @ =::: !<!ESIDE!fflAL VALVE Kl:'.Y [3-6FMD!:MAND i_:;f--VALVI:'. SIZE "'C01'1rRAc.TO!<. TO INSTALL IRRl&ATION HEADS AND LATl:'.RAL5 A5 5HOl"IN IN THE5E PLANS FOi<. IRRl6ATION OF THE PRIVATE: 5LOFE5. l"IATER 15 TO SE PROVIDED 6'r' A I E.MPOR.ARY ON 6RADE - PVC. PACIFIC. FLASTIC.S "CY'C.LI:'. FLOJ/11" 5Cl-ll:'.OULI:'. 40 UV!<. LATERAL LINE t'l'l.!RPLE,l. IRRl&ATION VALVES TO 6E CONTROLLED 6'r' BA I I ER 1' FOJllll:'.ReD CONTROLLERS PROVIDED 6'r' Dl:'.Vl:'.LOFER DRAl"IN BY, JEH/MM • ♦ JOB NUMl3ER, 8049.01 • • •ASSOCIATES• FILE, REVISIONS, • • ♦ ♦ landscape architecture 1---'--+---+-------------1---1--1---1f---1 LBTI ClT!lA£!c ~~BAD LJTI t----t--+----------------t---t---t------t---t /HR/CATION l£fJEND ,t-NOTES FOH: . \ ' ·\ l , ...........•.. --. :\ • -,-,---" a· --==-cc=---j '-------/ J: (:;' Vl I 1---+-----1-------------1--1-~·----·-1--·-·---1-+----,r-o.,unoct:Jt..7?.TSON-RANCH---+t--+----.-:.----t:~--'...-r PA 14 C.T. (}7-(JJ -f---+----lf------------1----1----1----1----1 I APPROVED: n;.k-( '4=• f;ll,-07t: . PLANNING · . -CMWD_-__ _ -c:.. ---- ------------.c~ ." -" --_--·- - -s-s-~-----~· SfCTION VIEW ""™LINE. IATmAl. AND WIRING IN 0 l11E SAME TRENCH *INUNE LATERAL WIRING IN CONDUIT PIPE PIPE 1',i·-'lr'~--~ ... ,....,~~!--,- ~H-:~~~-f-,,n PLAN VIEW RUN WIRING BENEA: ANO BESIDE MAINLINE. TAPE ANO Bl/NOLE AT 10-FOOT INTERVALS. NOTES: ALL SOLVENT WELD-' PLASTIC PIPING TO BE SNAt<ED IN TRENCH AS SHOWN. TIE A 24-INCH LOOP ALL W,RING AT CHANGES OF DIRECTION OF 30" Off GREATER. UNTIE AFTER All. CONNECTIONS HAVE BEEN MADE. 1. SLEEVE BELOW All H<RDSCAPE ELEMENTS WITH SCHEDULE 80 PVC TWICE THE D~ETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE MID WIRE BURIAL OEPfHS SEE SPECIFICATIONS. - 3 7 G)IDTAG @ WATER PROOF CONNECTION (1 OF 2) @ 30-INCH UN!cAR LENG'IH OF WIRE. COILED © l!EMOTE CONTROL VALVE: ® INSTALL !>-INCH MIN. -_ HIGHEST POINT OF'" DISCHARGE © UV RAOIATIO>I l<ESfflllNT PVC SCH 40 MAL£ ADAPT'ER (1 OF 2) 0 UV RAOtATIO>I RESISTMII" PVC SCH 40 PIPE (1 OF 2) @FINISH GRAOE/roP OF MULCH ® PVC SCH 40 Ell (1 OF 2) .----.:9'./ @ F'VC LATERAL PIPE (1 OF 2) 10 1 2 3 .. 0 30-INCH UNE"AR LENGTH OF WIRE. COILED @ WATER PROOF CONNECTIO>I (1 OF 2) @10 TAG © l!EMOTE CONTROL VALVE: RAIN BIRD PEB ® VALVE BOX wmt COVER: 12-INCH SIZE 8 @FINISH GRAOE/TOP OF MULCH 0 PVC SCH BO NIPPLE (CLOSE) @PVC SCH 40 Ell t Q @ F"IC SCH BO NIFl'PLE (LENGTH AS REQUIRED) @)BRICK (1 OF 4) @PVC MAINLINE PIPE @SCH BO NIPPLE (2-INCH LENGTH. HIDDEN) ANO SCH 40 ELL 11 @ PVC SCH 40 TEE OR Ell e PVC SCH 40 MALE ADAPTER @) PVC IATmAl PIPE ® 3.0-INCH MINIMUM DEPTH OF' 3/ 4-INCH WASHED GRAVEL 0 MANIFOLD PRESSURE SUPPLY LINE LOO'\TEO UNDERNEATH -PER PLAN @ R~ CONTROL VALVE @ PRESSURE SUPPLY LINE PER PIAN © MANIFOLD BALL VALVE @ WIINIFOLD · PRESSURE SUPPLY LINE LOCATED UNDERNEATH -1 • © QUICK COUPLER BALL VALVE '\----..-------- 11 1'-6" (j) QUICK COUPLER @ HEAT BRAND All VALVE BOXES PER SPECIFICATIONS @oECODER @) TWO WIRE CABLE QNPITT) @ WIRE Olm'UT -~-------L .. 1'-6" 1'-6" NOTE: NO MORE: THAN 4 REMOTE CONTROL VALVES ARE TO BE INSTALLED PER MANIFOLD. ALL t.tANIFOLDS ARE TO BE INSTALLED IM PLANTER AREAS PER SPECIFICATIONS. 2 \ 0 SENSOR @ O!!Y CONNECTIONS. @ SENSOR OECOOER. SD-210 © lWO--WIRE CABLE ® INPUT © OUTPUT 0 SOLENOID (VALVE). i.tASTER VALVE. OR BOOSTER VN...VE.. @ OBY CONNECTIONS. @ FIEI.O Dl'COOER. Fo-102. 202. -. 601 © "TWO-WIRE CABLE @INPUT © OIJTl'lll" II II '!..!.'-+>-© 0 REOIAlt.lED WATER S1GN @ FINISH GRAOE 0 5• X 1-1/4" T POST © VANDAL FIROOF HAROWA.Fff: PIPE & WIRE TRENCHING NTS B ANTI-SIPHON REMOTE CONTROL VALVE C REMOTE CONTROL VALVE D TYPICAL MANIFOLD CONFIGURATION E SENSOR & MASTER VALVE WIRING DIAGRAM F A RECYCLED SIGNAGE NTS 0 4-INCH GRATE G)1D TAG @ WATtR PROOF CONNECTION (1 OF 2) @30-INCH LINEAR LENGTH OF WIRE. COILED © REMOTE CONTROL VALVE: @ PVC LATERAL PIPE (1 OF 2) @ lN RAOtATION RES\STANT PVC SCH 40 MALE ADAPTER (1 OF 2) 0 UV RAOtAOON RESISTANT PVC SCH 40 PtPE (1 OF 2) @RN1SH GRAOE/roP OF MULCH ® PVC SCH 40 Ell (1 OF 2) G REMOTE CONTROL VALVE M s G 0 CONTROLLER: OUTDOOR WAll MOUNT @ 1.5-INCH PVC SCH 40 CONDUIT AND FITTINGS @ WIRES TO REMOTE CONTROL VALVES © JUNCTION BOX @1-INCH PVC SCH 40 CONOUrT AND FITTINGS TO POWER SUPPLY HYBRID CONTROLLER 11 10 9 NOTE: 0 FINISH GRAOE/TOP OF" MULCH ® OUICK-COUPUIIG VALVE WITH LOCKING PURPLE CAP @VALVE BOX wmt PURPLE COVER: 6-INCH SIZE © 3-INCH MINIMUM OEP'IH OF 3/ 4-INCK WAStiEO GRAVEL @l'VC-SCH ao NIPPLE (LENG'IH AS REQUIRED) © BRICK (1 OF 2) 0 PVC SCH 40 smm ElL @PVC SCH 40 TEE OR ELL ® PVC MAINLINE PIPE @) PVC SCH 40 Ell @2· • 2" REDWOOD srAKE w/ srAJNLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM --1~ FURNISH FITTINGS AND .PIPING NOMINALLY SIZED. IO~LTO-. NOMlfvAL QUICK COUPLING VALVE INLET SIZE. 2. QUICK COUPLER VALVES SHALL BE OF A lYPE APPROVEO FOR RECYCLED WATER USE. QUICK-COUPLING VALVE H 12 NOTE: G) ATMOSPHERIC VACUUM BREA.KER'! ® COPPER MALE ADAPTER (1 OF 2) @MIN. OF' 12-INCHES ABOVE. HIGHEST POINT OF DISCHARGE © COPPER 91!' Ell (1 OF 3) @COPPER UNION (I OF 2) © COPPER PIPE (TYPICAL) 0 FlNISH G~OE @COPPER FEMALE ADAPTER ® IRRIGATION MAINLINE PIPE @) PVC MALE ADAPTER ,:;--:,\ PIPE FROM REMOTE \!,.Y CONTROL \IALVE I. INSTALL BACKFLOW PREVENTER AS REQUIRED !!Y LOCAL CODES AND HEALTH DEPA.uMENT. VER1FY LOCAL REQutREMENTS PRIOR m INSTALLATION. ATMOSPHERIC VACUUM BREAKER 0 0 ROTOR SPRINKLER ~ PURPLE CAP @ PLANT MATERIAL @ FINISH GRADE © UV RADIA110N RESJSTANT PVC SCH BO NIPPLE (LENG111 AS REQUIRED) ® PVC SCH 40 Ell © PVC SCH 40 S"TREET Ell '7\ PVC SCH BO NIPPLE I.!./ (LENGTH AS REQUIRED) @ PVC LA 'TERAL PIPE @ PVC SCH 40 TEE OR ELL @STRAP @f3 REBAR ~~:::""'!:::::::=:~~-..-®~:HEIGHT PER IRRIGATION LEGEND NOTE: 1. A SWING PIPE ASSEMBl Y MAY BE USEO 'MlM FLOWS LESS THAN 4 GPM. NIS I ½01/,01/P//2½00W~.,r,,;,?,1/A----G) / 3i5 FECT t 12" MtN REQ. VERT. SEPARATION LEGEND 0S'TREET SURFACE @ POTAEILE SERVICE UNE @-RECLAIMED WATER IR~TION MAINLINE W/ SLEEVE I NOTES: ALL RECLAIMED WATER IRRIOA.fflN PIF'E AND Sl.EEVES SHALL BE PURPLE AND l,AEIEl.EO AS SPEC1RED IN: '"STANll,i\Rll SPECIFICATIONS FOR PRIVATE IRRIG'\TION SYSTEMS• AND •CARLSBAD REClAMATION RULES ANO REGULATIONS FOR CONSTRUCmN OF RECl.AIMEO WATER MAINS• OCTOBER 1993 POTABLE MAINLINE CROSSING 0 PLANT MATERtAL ® FINISH GRAOE/roP OF MULCH 0 POP-UP SPRAY SPRINf<lER, RAlNBIRD-PCS © -PCS PVC SCH BO NIPPLE (LENG111 AS REQUIRED) @ PVC SCH 40 Ell © F"JC SCH -40 STREIT ELL 0 P\'C SCH 40 TEE OR ELL © PVC IATERAL PIPE ® ADJACENT PAVING 6 rviEIER BOX AN!:) METER-, 51Clf'3'\IALK-- ---24" ---i C~ ,i::=::==;:::=~~====:;ri_-_J_ __ _ POTABLE SERVICE LINE ---1 12' MINIMJM t 10' MINIMUM TO POTABLE MAINLINE IN STREET RECYCLED l'IIATER 1~16ATION MAINLINE 1"1/S!..EEVE NOTE, VERTICAL CLEAAANCE OF 12" MINIMUM IS MANDATORY l"II-IEN CR0551N6 PATH OF A POTABLE l"IATER LINE. INSTALLATION OF RECYCLED l"IATER IRRIGATION MAINLINE 24" ~ FACE OF 511'El"IALK l'IIILL ~IDE THE NECE55A~ 10' HORIZONTAL CLEAAANCE ~ POTABLE MAINLINE IN STREET. 0PA\IING ® DITCH @SLEEVES @PVC CAP (TYPICAL) OEl"IH AS PER SL:i'.. OHART 4 NOTES: 1. ALL PVC IRRIGATION SLEEVES TO BE SCHEDULE 40/80 AS PER SLEE\IING OHART PIPE. 2. ALL JOIJIITS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE TS MORE THAN-ONE SLEEVE. EXTEND THE St.W.LER SLEEVF; TO 24-INCHES MINIMUM ABOVE FlNISH GRADE. 4. MECHANICALLY TAMP TO 95~ PROCTOR J POTABLE SERVICE LINE CROSSING K SLEEVING 12· 7 0 Pl.AS'nC NOZZLE Wl1'H PURPLE CAP 0 BRASS SHRUB AOAP'Tm 0 Pt.ANT MATERIAL © AN1SH GRADE/TOP Of' MULCH ® UV RADlATION RE'StSTAJrtT PVC SCH 80 NIPPLE (LENG111 AS REQUIRED) © PVC SCH 40 Ell 0 PVC SOH 40 STREET" Ell @ PVC SCH 40 TEE OR Ell ® PVC IATERAL PIPE PERPENDD.ILAR TO SLOPE TILTED SLIGHTLY BACK FROM VERTICAL lOW-ANGl.E SPRINKLER: IF INSTAU.ED VERTICALLY AT TOP OF SLOPE IF sr-o NOZZI.ES ARE USED AT TOP Of SLOPE. TILT HEADS TOWARDS TOE OF SLOPE. INSTALL SllGHTL V DOWM FROM 111E TOP EDGE OF THE SLOPE VEtmCAL INSTALL MID-SLOPE SPRINKLER I HEADS HALFWAY BETWEEN VERTICAL AND PERPENDICULAR TO SLOPE I L C3 @ Bll!l!!lER, RAIN BIRO 1402 0.50 GPM (INCLUDED) @ ROOT WATERING SYSTEM: RAIN BIRD RWS-BCG (INCLUOES 1402 0.50 GPM BUBBLER WITH RISER. GRATE. SWING ASSEMBLY, 1/2" MALE NPT INLE:r, ANO EIASKE:r C'INISTER) © FINISH GRADE ® OFTIONAI. PEA GRAVEL OR RWS SANO SOCK (RWS-SOCK) FOR -OY SOILS © 1/2-INCH PVC SCH BO NIPPLE 0 1 /2-INCH 90-0EGREE El!!OII' @ 12-INCH SWING ASSEMBLY (INCLUDED) ® 1 /2-INCH MALE NPT INLET @) PVC SCH 40 TEE OR El @ LATERAL PIPE @4-INCH BASl<E:r WEAVE CANISTER ROOT WATERING SYSTEM 39"MAX. END LAP BIPCK HQRIZQNTAI ,t YEB!!CAI RfNP RONEPRCING STEf1 rFrAIL ~ CONCRETE THRUST BLOCK POLYETIM.ENE WRAP N0.4 REINFORC1NG STEEL NTS \ N ROTOR SPRINKLER 0 POP-UP SPRINKLER p NOZZLE ON RISER SPRAY HEADS AND ROTORS INSTALLATION FOR SLOPES R THRUST BLOCKS FOR 3" < PIPE T BALL VALVE 0 UNITED GREEN TECH ROUND GREEN PLAsnc VALVE r.,, BOX. AMATEK OR EQW\L \cl FINISH GRADE. @ BALL VALVE © INTEGRAi. UNIONS @ PVC SCH. 40, 45" Ell (TYP) © PVC PRESSURE MAINLINE PIPE (SEE SPECS.) 0 1 CU. FT. PEA GRAVEL @ 2X4 REDWOOD OR BRICK BLOCKING. ® DEPrH-SEE SPECIFICATIONS NTS u 5 SEE SHEET 2 FOR IRRIGATION LEGEND AND ADDITIONAL IRRIGATION DETAILS DATE: 04/05/tO SEE SHEETS 5-6 FOR lRRIGATION SPECIFICATIONS DAAl"!N SY, JEH/MM IL-______________ __,J06 NL'MeER, ~4::3.01 ..------------------.PJLE, SLEEVE CHART FOR IRRIGATION PIPE" 1--...,......----,-------.-----IREVIStONS, CONTROLLER SCH.40/80 PVC PIPE SCH. 40/80 PVC WIRES SLEEVE SIZE ♦ • • ♦ ♦ ♦ HOWARD:: • ASSOCIATES• • • • • landscape architecture APPROVED FOR PLAN~NG AND IRRIGA TtON ONLY, INCLUDING PRECISE LOCA TfON OF PLANTING AREAS. 0 10" PIASTIC "°" t........1'.:.....i~~=---1:--~~-i..-21[£__H--t---i---------------i----i----i----i---i LQ[I CIT1lA2!G £~~BAD SLEEVE SIZE 314" 2" 1-18 2· 1" 2· 19-24 2-112" 1-114" 2-1/Z' 25-36 3" ~ LJ..!J . -------J ---------7 ..r: ~ cf\ ' (y2 SPAAE WIRES AND 1 COMMON WIRE". (MAINLINE ONLY) 1----l---ii-----------------+---+---1---1---1 IRRIGATION LEGENO ~ NOT£S FOR: .,_,:}-l'l;tf---~-,---------tl:::~=l=~;'.=~==~'=4==&==1t===1===t=======================t===1=-------_-t-+---=.-=.--=_-1::.::.::.i=l-f--------l"'C,~1,,..cl?TSO/rt-RJt/rlCM~---t-11--+-------.t:: © FINISH GRA0E TOP OF MULCH r : . c 1-1/Z' 3" 37-48 4• • 4" 49-_72 __ 6" 2-112" IS' @3/4" GRAVEL SUMP rN. llNOER AND AROUND VALVES BOX. FILL ro TOP OF ~=~=]====1~===J=========t=========H=====1====~================================~=====+====1=====t===1 '-===c=======:;==P,=~=='=4======C.=T.=0.=?-=11.=IJ'=! VALVE BOX HOLES I-r l---+--1--------------'------+--+---il---+--1 1-A-PP_RO_v_E_D·_·_,_=7~i-"q..e-'-'n,.,CUJ____ I @ INSTALL FILTER FABRIC AROUND GRAVEL SUMP. f-t_.;)(. / ""7 _ f:::11 ..A ½•~--.,.., SLEEVECHART"ISFORTI-IECONVENIENCETOTHE -~ _j...:llj.. - @STUB UP AND CAP CONTRACTOR.CCM\rffiACTORSHALLPROVlOEAOECltlATE PlANNING DATE PIPESLEEVESIZETOACCOMMOOATE.THEINSTALLATION DWN BY: ---I PROJECT NO DRAWING NO. OFTI-IEIRRIGATIONPIPEANOWIRES DATE INITlAL DATE INITIAL DATE INITIAL •. "SCHEDtJLEBOPVCFORUNDERSTREETPAV!NG ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL crrv APPROVAL = ~:---I C.T. 07-03 _,f.65-,fl_ "SCHEDULE 40 PVC FOR UNDER WAIYJNAYS 3• 6'' 4• 6" NOTE: IRRIGATION STUB -..c: CMWD __ -_ -----------------------~·-"-·--------.. -------------. --- I I I ! ' -J -, · APPROVED FOR PLANTING ·-,1 AND IRRIGATION ONLY, -[ ·······-·········· ····· -· ······ INCLUDING-PRECISE - LOCATION OF PLANTING ~1 AREAS. ----_ .. -----.. ----~c.·_ ------- / 9.2.8 19.5 N-4i 1-1/.2" I / j • ; • i I 1-1/4, • ' RECYCLED IRR15ATION MAINLINE TO 6E ---' INSTALLED IN NEAR CURB IN PARKJl'(AY !3ETJIIEEN CIJRe AND SIDEY-IALK, TYPICAL. CONTRACTOR. SHALL OBTAIN REOIJIRED ENCROACHMENT PERMIT. SDG&EA ~- 3/4" 86 g ~--. . ii 8:5.0 / . • ------------ 1 ------ - 88.0 ------ EXISTIN5 SLOPE TO REMAIN __ _, -PROTECT IN PLACE. 87- I 2 ----------70 _______ ___ 0-{I 63,342 Sq Ff 1.45 Ac. 0 I I 86.5 86.3 12 83.5 90' 5 86.6 I" T TO MAINLINE ~M --.__ P. . #14 PER MASTER IRRIGATION PLAN -NTRO~ 'N'. PER DY'lcS ~~·-6M, ARTERIAL S I REE I Sc..A 19 . O.A. ,,---PARKY-!AY IRRl5ATION PER DY'lcS # 459-BL, PROJECT # CT 04-26 Gf.4 q.4(-:) 16.0 NOTE: Forvalv s N-1 through N-15, see Arteri I Sttcetscape plans, DWG #: 3-6M. For valves N-16 t rough N-41 see PA 16-18 plans, WG #: 453-8L - i I • If \ ' I \ --\ i North Scale 1• "' 30' i---t--i--------f--l--l----.j~ ~1 CITY OF CARISBAD II SHEETS I LJ!±j _ Pl.ANNING DEPARTMENT _ 1 4 ::HOWARD:: OAT!:, 04/05/IO DRA)"4N 6Y", .JEH/MM JOB.NtJMeER,004l3.or • • • AS-S-O C-I-AT-E S-•- r=rLE, • • • • landscape architecture "'• 29'1.9 B■SIII rl. .. _,._ d.l""C• ,lrl... a-.tta !I.SO .... dies-• c-a g21aa 81§ 711l 4'l§B REVISIONS, ---------~=-~ ----·-c,~ "AS-BUILT " R.LA ..... . .. EXP. __ _ DATE REVIEWED BY: BENCHMARK: DESCRIPIION: STAN!JMO N-TO StRllt CENlFR[JNF: /1/W. MONtnlENT LOCATION: fEffEMlN£ OF B. CAMIMJ REAL RECORD FROM: COtJNTr llENCH UYlS (M"J. COtJNTr ~ CONll/Ol DATA) DATE. INITW. ._I_NS_P..;.ECT;.;.OR.;;..;.. _________ DA":::.;;:_:JE:;.__i El.EVATION: 68."7r! OAllHI: U.S.C. ,f-as. ENG1NEER Of" WORK ----------------. ·---. --··- llt\TE INITIAL REVISION DESCRIPTION 01IIER APPRO\IAl -------------------------- WHl~TION.J'f.ANSJON: __________ +~-1-------' ROBERTSON RANCH CHKD BY: __ . RVWD BY: PA 14 c.r. o7-QJ PROJECT NO. DRAWING NO. C.T. 07-0.J 365-41_ f"A.l!Aln --~-· .. ·--_--·-_ - -..c. --- ----------- ' - ' ' l"ARTl-eENERAL I.I 61':NERAL CONPIT10NS, Th& ge.,.,...,I eondltlons, ep<!>Gfal GOndltlons, and DMsfon I, .,,.... an added part of' this seGtlon and tt,., com:raet ,or this l'IOrl<. shall apply to thl9 ee.::tlon as l'ully as II' ,....ps,:rt:,od t,.,,....rn. 1.2 SCOPE, Th& Norlr; Inell/des all ser-vlc:es, labor, materials, tr-ansportatlon and equipment~ to perl'orm the ...ortr; lndfGGl!:ed on tt,., dr-a...11'19"' and as epecll'led. o,.,,,.,,./developer-NIii obtain and pay all permrte 1'"6<:{Ulr-ed ~ go-.& ilh '9 authorlt!ee. All on site, r-eelafmed ...at,e,-piping 15hall be Installed In ~ Nlth tt,., unll'orm pli,mblng cod<> and all ott,.,r-loeal govei-nlrt9 Godee, rul'"9, and ""'9Vlatton. Alt piping ehall be Gont!nuously and p& """""ntly rna,-1<,,d Nftn tt,., mc,nuf<JGturer-'s name or-tr-adernarlc:, nomlnal e-, and SGhedule or-Glaee lnd!Gating the ,,,...........,. r-atlng. PERMITS AND LICl':NSES Lhl'"99 other'Nlee stated, """"'"'""' the r-equrr-e.:t l!Gs11ses and permits !nGludfng paym& ,ts of' enar-ges and f.,.,.., gtve 1'"6<:{Uir-ed not!Gsl5 t:o publle authorltl"'5, and ver-ll'y permits wured or =gements made ~ other-s ~feetlng the Nor-Ir; of' th19 9'0Gtlon. l"lo!l:er-meter-s and f'O"'<',. meters NIii be th& , .esponslbltlty of' the o..,,.,,. ancl/or-his r-epr-eaent:at:tve ~,. tnstallatfon and permit fees. 1.2.1 Rf:LA"l'?i) l'IORK, I. La~lng seetlor, 02480 2. Compllonee t:o City of' Car-lsbad r-eelafmed Nater sta..dar-ds 1.2.2 GVALIT'I' ~NCI: .I GI.IALIFICATIONS OF INSTALLl:RS l"rovlde at least or,e per-son Nho shall be ,,,..,.,,.nt at all times d!W'lng mceeutlon of' this por-tlon of' the ,..o,-tr; and ,..1,o ehall be thor-oughly famlllor-,..Ith the type of' mater-lal9 being Installed, tt,., mater-lat mc>l'lufael:urer-'e r-eeommendt>d methods of' lnetallation, the City of Car-lsbad r-eelalmed N<:!t:er-etandard!s and "'"° shall dlreet all NOr-ir; pe,t l'oi ",eel under-this seetloi'I. .2 COOl:S AND STANDA~ In addff:ton to eomplylng ,..rtt, all per-tlnent eodee end r-eg,latlone, compf!l .. rth the lat....t rvl"'5 of' the Natfonal l:leetr-leal Code and l:leetrlGal Sal'ety OrM s of' the 5tate of' C<:llff'omla, dMslons of' lndustrl<:rl -~ for all eleetrleal NOr-ir; and mater-late. Rei'er-to the latest edltfor, of' tt,., 6r'een Book. 5t:at<:terd SpeGll'feattone for-publle ,.or-tr;s eonstrvetlon ,.t,.,,... applleabfe. Th& City of' Car-lebad r-eelafmed N<:!t:er-standai"d9, latest editions and rules and r-egulatlon tor r-eelalmec:I Nater-ser"Vk:e In the City of' Car-l!!bad. Latest editions ore lneor-por-oted mto these speell'leattons ~ r-ete,-.,nee ,.t,.,,-e r-eelalmed l'l<Jter 19 pr-opo9ed. I.S SIJBMITTALS, .I 5ubmlt complete mc,t..,.Jal llst pr-lor-to ~l"9 any ..or-Ir;. 5ubmlt eatalog data and 1'1111 de9Gr-lpttve llter-al:ure Nhe-the use of' Items dltfer-ent tt,ar, those ep<!>Glfled l5 r-eq""5ted. 5ubmlt l'IOt<Jl'"fzed eer-tff'IGat:es ~ plastle pipe and 1'1ttl"9 manufaeturel'"l5 lrtd!Gat:lng that M<>f:el'"lal eomplles ,..Ith speelfleattons, un""5s mater-la! has been pr-evlously appr-oved. .2 5ubmft mater-fa! fist wing tt,., PollONlng layout (Double "PGfG<'d beb ..,..,, eaeh Item) Item Deeerlptlon Manufaeturer-Model ND. I. l"resSIW'B Malnllne Laseo SCH. 40 2. La""' Head ~lrlblr-d 1006-1:21" s. EtG. El:G. El:G. .S equipment or-mater-lats Installed or-l'umlshed .. rtnout the pr-tor-opp, oval of' the ~ Ar-ehlteet or City ln9peetor-may be r-e Jeeted and sueh mater-lats ,...moved fr-om the site at no e"F""nse t:.:, the oNner-/developer-. . 4 Appr-oval of' ""'Y Items, altemal:lve, or-substltul:lon lr!dleates o..ly that tt,., pr-odu<:t(s) apporently meet the requirements oP the dr-G1N11'19"' and speelf!Gatione on the basis of' the lnformatlori or-samples submitted. :S Th& Gontl"aetor-re r-espor,elble for-F""rl'<>"""""""' of' subl5tltuted Items. If "ubetltutlol'I pr-ove15 to be unsal:lsfaetor-y, the Gontr-aetor-shall r-eplaee It ,..,th or-191nally speelfled Item at no eost to the a..ner-/developer. 1.4 GUARANTEE, • I Submit Nr"ltten gua,-antee fn appr-oved form that all NOr-tr; ""°'""'9 detects ,,, mater-lals or- ..ar-kmeinshlp NIii be r-epal,....d or-,....plaeed at l'IO GOSt to the oNner-/eleveloper-for-a period of' °""' year-f'rom tt,., date of' aeeeptanee by the o,.,,..,-/developer-. .2 Th& guorantee Porm shall be r-etyped onto the Gontr-aetor-'s letter-head and contalrl tt,., folk>Nlng lnformatlol'I, A 5uerantee ~ .. lr"l"lgatlon system -('ProJe.:t name). l'le her-e~ guorantee that the lr"l"tgatlor, system ..., have l'uml9hed and Installed for (pr-o )!>Gt name) te fr-ee f'rom defeets In mater-lats and l'IOl"kmanshlp, aMd the l'IOrl<. hal5 been u,mpleted In aeeot"danee Nlth the dr-a..lngs aMd speelPleatfons, or-d!rtar-y """"" and tear-and unwual abuee, or-negleet el<Gepted. 11"6 ag, ee to r-epalr or-r-eplaee ""'!:t etefeets In mater-1<:rl or ,..orl<rnanehlp Nhteh may develop dur-lng the per-lod of' I year-fr-om date of' aeeeptc,r,ee end al90 to ,....pair or r-eplaee any damage r-esultlng from the r-epalrlng or-....,,1ae1ng of sueh del'eets at "° addltlonal eoet to the o..,,,.r/ developer-l'le shall make sUGh r-epalr-s or-r-eplaeements .. rthln a reasonable time, as etetermmea ~ tt,., o,.,,..,-/developer-, after ,....estpt« of' ..,.rtter, notlee. In the event of' our-fallur-e to make SUGh ""'F'<:I""" or-,..,ptaeemsnl:s Nlthln a r-easonabls tlm8 ~ r-eeelpt of' ,.,-ftter, notfee f'r"om the °'"""' /developer-, ""' aut:horlZ<!> tt,., 0N,,.,,./developer-to pr-oeeed to have said r-epalr-s or-r-eplaeemente made at our-e><pense and "'" NIii pay the eosts and ehal"ges ther"efore upon demand. B. PRC>..Jl:CT, (i"rojeet name) C. LOCATION, (L,,gal de9Gr"lptton of' pr-o )!>Gt pr-op& t!j! Slgrted, Tltle, Ac:ldl"e9" Telephone Stgr,,:,f:ur-e and :Date, 1.5 OBSb<VATfON, .2 Jlllhen lnspeetlons have beer, col'l<:luGted by ott,.,r-than tt,., L.andseape Arehlteet or-the Landseape Coor-dlnof:or, sho .. evtdenGe of' Nher, and by Nhom these ln5peetlons ....,.., made. .S ND Inspection .,.111 eommenee .. rtnout as-built cra..fngs. "' the event the contr-aetor-eall9 for- an fnepeetlon .. rthout as-built dr"a,.!ngs, Nlthout eompletlng pr-evfOll!>ly l'IOted GOr"r-eGtlons, or- Nlthout preporlng tt,., "'Y9tem for lnepeGtlon, th& eontr-aGtor-ehall be ,-..,,ponelble for-r-ermb!W'slng the~ Arehlteet or-th& Landseape Coordinator at the .-ate of' $,00.00 per holW' (pl"" any transportation east) for the lr'leorlvertfenee. No FIW'ther-"'9pectlon9 NIii be eeheduled untll this Ghal'"ge """ -paid. ,,.,., City "'"' r-equlr-e as-built cra..1ngs to be appr-oved pr-tor to baekl'llllng malnll,..., tren<:h. lh TE5T1N5, 51:N!:RAL .I Furnish all """""""' testmg eqi,lprrtet ,t and pel"90t"il'lel to meet testing r-equlrem!lnl:. .2 Corr-eet all del'eet and r-etest unttl aGGeptanee ~ oNner-and City. lh.l 11:5 IS .I Make hyclr-09tatle t....ts or,ly Ir, the,,,........,.,.. of the City lmpeetor-.$ a r-epr-esentattve of' the a..,,.,,./efeveloper-. Air F'l""'""u'"e eheelr; all llnes that: eould ,....a1r;en or damage any ma_Jor- etruetlW'es or-1-tar-deGapee, ff' Nater-...,,,.e used. No pipe 15hall be bael:fllled untll ft has beer, fr,epected, te..ted, and approved (lneludlng as-t>utlts). .2 Fvmlsh ne<:sssory for-ee pump artd all other-t....t equipment. .S T"'5t all pr-e551W'e mc,rr,11,...,s unc:1.,,-a hycrostatle pr-essur-e of' 125 l".S.I. for-a period of fOIW' "°"'""· . 4 All te..tlng shall be appr-oved prior-t:o the tnstallatlon of' r-emote Gontr-ol valves, qulclr; coupler-s, or-other" valve aee.,mbltes. .5 All piping under-paved oreas shall be tested under a hydr-ostatle ,,,.....,..,... of 125 P.S.I. for-a per-tod of four-hour-s and pr-oved ,..ate,-tf91',t, pr-tor-to the paving oper"Gltlon. 1.6.2 ADJUSTIN5 SYSTEM .I Th& Gontl"aetor-shall flwh and adjUl5t all lr"l"lgatlon heads and valvel5 tor-optlml.ffl perl'= artd to pr-event over-Sf'!""!/ onto """'""'• r-oaa..ays, butldlngs, ..alls and ott,.,r- etruetlW""9. .:2 If It Is determined that adJuetmerrt:9 In the lr-r-lgatlon equipment or no:ezle eha-ges NIii pr-ovtete p, oper-and more adequate eover-age, mak.e all euGh Ghar,gss or-males ar-r-angemsnt:s ,.Ith mc,nufaeturer-to have adjustment made, pr-tor-to plantlng. .S AdJvet ,...,, iote eontr-ol valves /bott&-y systems) so that tt,., rnol5t ~ epr-lr!lr;ler-heads operate at the pl"BSSIW'B ..-ec.ommended by sprlnld..,. manufaet......-. I.6.S. COVl:RA<SE TEST .I l"tlel'I the 1,.,-tgat1on system Is eompleted, the eontr-aetor-shall perl'orm a eover-age test In the p, ss"'nee of' the L<:,r,d5G,G1pe Ar-ehrteet, Landseape Coor-dtr,af;o,-or-City npeet:or-, to determl,,.. If the Nater GOVerage tor plantl"9 oreas Is complete and adequate. FIW'nlsh all mater-fat« arid perl'orm all ..ark 1'"6<:{Utr-ed t:o eorr-eet any lnadequae!ee of' GOVer-age due to devlal:lone Pr-om th& plar,e or-.. he .... tt,., system has been .. mtully Installed as IM!Gated on the dr"aNlngs """""' It Is obviously Inadequate or-rnappr-opr-1<:rte, ,.11:houf: bl'"frtglng this to the attentfor, of' the L.and9Gape Ar-ehlteet or-~ Coordinator-. Thl9 te..t 15hall be """"""''"'hed before any gr-ound eover- ol' turl' Is planted. lh.4 Dl~T BURIAL CON"TROL 1"11~ • I All ,.Iring shall be tested ¥or-Gontlnufty, oper, elr'eult9 and ur,lntentlonal 9"0undl5 pr-rar-to eomeetlng to equipment. The mlrlh'!un ll'l&Ulatlon r-eslstanee to gr-ound shall be fff'ty (SO) """'9<""hms. Ar,y ,.,,.1ng l'IOt meeting this 1'"6<:{Ull"ement shall be ,....plaeed, at the Gontr-aetor-'s e><pense. 1.6.5 FINAL ACCl:PTANCI: .I Jlllhen all l'IOrl<. vneter-this eonl:r"aet has beer, eompleted, fneludlng t....tlng ad.JU15tments, additions or eteletlons, tt,., eontr-aetor-.. 111 i'IOl:!Py the .,,.,,.,,. for l'Trtal ll'lspeGtlor, and appr-oval. f'lnal aeGeptanee ~ the o..,,..,-doe« not ,....lleve the contr-aetor-of' his r-.esp,c,nslblllty of' Nar"t"anty. I ."1 ~ Dl':Al'IIN65, l."1.1 ~ Dl':Al'IIN6S .I ~d dl"a..11'195 shall be F"""~ and shall sho,. all ehar,ges rr, th& NOr-ir; eonst1tutrrt9 ~ l'r-om the or-tglnal .:ontraet dra..!ngs !neludlng those !nvolvtng both eonetar,t-pr-....,.ur-e and rntermtttent-p, essur-e llnee and appw-1:enGl'IGBS. .2 All coneeptual or-major-design enar,gee, lr,efudlrt9 any ef,ar,gs!O that mc,y be ~feeted by the 1'"6<:{Ulr"eti1&1ts of' th'"9e standar-d speell'leatlons, shall be appr-oved ~ the 0 ........ and Lanclseape Ar-ehlteet before 1fff>lement1ng the Ghonges In the eonsb-uetlon eontr-aet. l"llthout pr-tor app, oval the c.o11b aetor-mc,y be r-equlr-ed to r-emove and ,....plaee par-t or-all of' the "Y"tem at his a..n ..,.,,.,,,,,.., to bring It to the or-glrlal'!f ep<!>Glfled design. Fall!W"e to l"eGetve pr-lor-app, o ..... , may r-esvlt In term1natIon of' sei"VIGe. .9 ~ aGGIW'atel!j on one set of' blaetr; and ,.hlte pr-mts of' the IN"tgatlon d.-a...11'195, all G"'°"'3"'5 In Norir; GOr1&t1tutl"9 depar-tlW'es f'rom the or-lglnal C.Oiib aet drG1Nlngs, lrl<:ludlng enar,ges Ir! both F'f"el591W'e and no, '"P'"'"'""'""'-l!ne • .4 Upon completion of' eaeh me"""""'nt of l'IOl"l<, trar,.,p..,. all sueh Information and dlmen!5lons to the pr-Im. Reeor-d et,anges and dimensions Ir! a leglble arid pr-ol'e99tor,af """""""· l"tlel'I tt,., dl"a..l"95 .,,.... appr-oved, transfer atl Information to a set of r-ep, oduelble sepia ~la.-dl"aNlnge supplled at eost ~ the L.ane19eape Ar-ehlteet. .5 Dlmer,efon from t..o pe, n,,e,,..,11t porr,t:,. of' ,..,l'e, """"" /1,ulld!ngs, monurnerit.., slefe..all:5, eur-be, pavet,ient) all Items as 1'"6<:{Ulred. l"ost lnf'o. 11iat:f<>n on as-built dl"a,.!ngs day to day as the Nor-Ir; Is Installed. All dimensions l'IOted on dl"aNlngs shall be 1/4 lrl<:h Ir! sl2ee. .6 Upor, eompletla.. of' eaeh fr,e"""""'nt of' NOi"!<, all r-equrr-ed lnf'ormatlon and dimensions shall be transf'erred to the reeor-d ~-Faelllttes and Items to be loeated arid ver-ff'led on the r-eeor-d a-a .. rngs. 9ho>\f dlmenslor,al loeatlon ar,d depth <>I' th& ~110 .. 1ng, A PD!nt of' GOnrlSGtlon B. R.outlng of' ll"r-Tgatton ,,,............ malrlllnee and all sle.e ,..,., (d!Menefon m<:D(fmum 10 feet along .-outing and all dlreettonal eharlg!i15) C. 6at:e valve<> .e, Males all changes to r-epr-oduelbl., dr-a...11'19"' In Ink (no ball-point per,). U.... er-adlGatlng Pluld ,.,.,.,,, """1olng dr-a..11'195. Ci,ar,ges arid dlmenelons shall be r-eeor-ded Ir! a legll:>le and pr-ol'eaalonal mc>l'I,,.,,.. ~ eonstrvetlon dra...11'19"' shall be maintained at the Job-site d!W'lng """"'truetton. .<I TM Landseape Ar-ehlteet shall pr-ovlde a eomplete set of' 'as-butlt' my!°'"" to th& City of' Car-lsbad upon eompletlol'I of' eonetrvetton. Land5eape Arehrteet ... 111 be r-equlr-ed to t,-ansp..,. all as-bullt Information to mylar-s. As-bullts shall be or, elty orlglnal mylar-s. .10 rlnc:d lr"l"lgatfon 'as-built' plans .. 111 be 1'"6<:{Ull"ed to be r-evlel'll!td and app"°"'6d ~ the City and final ~-.. m be 1'"6<:{Ulr-ec:I to be appr-ovea and 15rgrted ~ the City pr-tor-to Planning Depar-tment r-eteaslng the bond. l."1.2CO~L.La'tCHART .I As-built cra..11'195 shall be appr-oved ~ the L<:n::115eape Al"ehlteet or-Lands=pe Coordinator- before ehar-ts G1r"8 pr-epar-ed. .:2 f'rovfete o,,.. Gontr-oll..,. ehar-t of the ma><lmum size eontr-oller-door "'"' alk>N, ¥or-eaeh eontr-ol,.... supplled, .,t,o,.1ng the~ eover-ed ~ that aul:omal:le eontr-oller-and a eor-r-eepo,,c:ttr,g legend of' the equipment Installed. .S Th& ehar-t shall be a r-eduetlon of the ael:ual as-butft system a-a .. 1ng. If the Gontr-oller- eequenee re not leglble """"n the dl"a..lrt9 rs r-edueed, er,Jar-ge It to a s-that ... 111 be r-eadable Nhen ,....duGed. .4 Char-t shall be blaelr;Jtr,e pr-lrlt arid a c:lfl'fe~ pastel tr-ansp<>""'nt eolor-used t:o sho,.. orea of' eover-age for-each station. . 5 """"' eompleted end appr-oved, hel"met!eally seal the ehar-t bet..eer, tNO pleees of' plast!G, each pleee being a mlrllml.ffl 20 mlls thlelr;. .6 Char-ts shall be eoe,:,leted artd appr-oved pr-fol" to Pina! mspeetlon of tt,., ll"r-lgatlon system. l.i.S Of'ERA.TION AND MAINTl:NANCI: MANUALS .I l"repar-e and efeltver-to the o...,.,,-Nlthln 10 ealertc:lar" ~ pr-tor t:o eompletlon of' eonstruetlon, all ,....qutr-sd and """""""'efeserlpttve mater-la! Ir, eomplete detall and pr-oper-ly pr-epared In four-(4) lrldMc:fllaf bolli'lc:I cop""'. De9Gr-lbe the M<>f:el'"laf Installed In eufflelent detall5 to pa-mlt qualified oper-atlng ,,.,,...,,,,.,., to tmder-star,d, aper-ate and mc,lntalr, all eq.,rpmer,t . lnelude epa,... par-ts fist and r-eloted mc>l'lufael:urer-~.!'o, 111at10.. tor eaeh equipment Item Installed. !:a<:h manual shall !nelude the folla..lng, A lr,dex eheet stating eom:raetot"'s addl'"&ss aMd telephone number-. B. Dur-atlon of' guorantee period. c. List of' equipment Nlth names and addl'"esses of' mar1U¥ael:urer-'s IOGal r-epr-e....ntatrve. D. Complete oper-atlng and mc,lr!tenanee "'9truettons on all major-e<-ivtp111& ,t. .2 In addltlor, to the mamtel'!Onee manuals, provlete the malntenanee pet"50l'll'IBI .. 1th mstruetfons ~ .. ma _Jor equipment and ""°"' ..,.11:te,, evtdenee to the Lar,dseape Ar-ehlteet or-l.c::ordsGape Coor-dlr,al:o,-at tt,., eonelll!Ston of the l'IOrl<. that his servtee nae been r-ender-e.:t. l."1.4 CH!:CK LIST .I Complete the Polla..mg eheek.119t at the end of' the pr-o Jeet, wmg the format ehoNn, A. Pll.fflblng pa-mlt9 (ff' l'IOne requlr-e.:t, so l'!Ote) B. Mater-tat« c:,ppr-oval C. Fr--mainline te .. t (by Nhom and date) D. Al5-bulll:9 dl"a...rng.. completed (r-eeetved ~ and date) E. Contr-oller-ehar-1: eompleted (r-eeetved ~ and date) F. Mater-lats l'uml9hed (r-eeetved ~ and date) 5. Oper-atfon and rnalntenariee mc:,r,uale l'umlshed (reeetved by and date) H. System and eq.,lpment operation 1nstrvet1one (r-eeelved ~ and date) I. Manufaetu,....,-Nat"r-<2i"lte<,e (r-eeetved ~ and date) J . ....,ltten guorantee ~ Gontraetor-(r-eeetved ~ and date) .2 Forl'l<:ll"d signed and dated eheeir;llst to l.aldseape Ar-ehlteet of' 1.eine1seape Ccordlnatol" before Pinal aeeeptane.e of pr-o jeet • 1.8 61::NE:RAl. Rl:GI.IIRl:Ml:NTS, 1.8.1 Coete r-equr"""""'nt.. ahall be those of' state arid munletpal ager,el""' and r-eg,latlons loeally govsmmg this NOi"!<, pr-ovldfrtg that any r-eq.,lrements of' the dr"a,.lngs arid speelf!Gatlons, l'IOt eor,flletf"9 tt,..,.e,..lth but el<Geedlng the eode r-equ~ l!lhall govem, uni....., Nr-ttten perm155ton to the eo. ,b a, y ta gr-anted ~ the ager,ey. 1.8.2 !:xi:"""""' ec,,.... ehall be ..,,.,r-eleed Ir! exeovatrng and ..orl:lng n the~ due to exl!!tlng utflltl'"9. Contraetor-shall be r-esponsll:>le for-damages =used ~ his opu attons • 1.5.9 Conneetlons shall be made at appt oxtmately the lo,:attons sho .. n on the dl"a..lnge. Contr-aetor-shall be .-....ponslble ,or minor enar,g"'s GOUll<Od ~ ael:ual site eondltlons. l.b.4 SGaled dtmenslor,s ar-e appr-oxtmate. Before pr-oeeedfrtg Nlth any NOi"!<, the eo. ib aetor-shall ec,,....1'1111!! eheelr; and ver-tfy all dimensions. l.b.5 Plan loeatlone of' heads, valves, Gontr-oll..,. and pipe llnee ar-e dragr-ammat:IG and lnd!eate tt,., spaelr,g and r-elatlve loeatlons of' all fnstallatlons. 1.5.6 All l!nes shall have a mlrlfmum elear-ar,ee of elx (6) menes fr-om eaeh other-, and f'r-om 111'185 of' other-tr-ades. Par-allel Im.... shall not be tmtalled dlr-eetly over-o,,.. another-. l.b."1 Dleleetr-lG bushings shall be used In any conneettons Nlth piping of' dl!!slmflar-metal mater-1<:rls. 1.e,.e, Point of' eomeetlon shall be app, oxfrrh:ltel!j as sha..r, on a-a .. rngs. Conl'll!tet """" U!'ldel"gr-Olli'td piping and valvel5 and pr-ovlefe all fla..ges, adaptel'"l5 or-other-~ Plttlrl9"' for-Gonl'll!tetlon. 1.8.<! Permfsslon to erot off~ existing lrl-Ul5e .,.ate,-tines """'t be obtained 45 holW's m ac:lvanee, fr, ,.,-rtrng l'r-om the ONMr-/c:leveloper-. The <:0111> aetor-shall r-eeetve lnstruettons f'rom the ONMr/c:leveloper-, as to the exaet !""9th of' time of' each ehut-of'f'. f.b.10 Contraetor-shall aequalnt h!msel¥ Nlth all site eondltloM. 1.8.11 Malntenar,ee. The er,tlr-e ll'"l'"lgatlon system shall be under-full auf:omotlG operation for-a per-tod of' --, days pr-tor-to ""'Y prantlng. 1.8.12 Th& i'IOl"lc. shall be aeeeptea In Nl"ltlng NMn th& entire eeope of' i'IOl"lc. hal5 been eompleted to the eatretaetlon of' the a..,...,-. ND all""""1Ge for-deviation f'rom tt,., or-lglnal plans arid speell'leatfons .. 111 be mc:rde unless pr-ev10"5ly appr-oved ~the,,..,.,..,._ """°'n any Item c:,ppec:!1'"15 or, the plar, and not Ir! the speclfleatlons, or-In the speefl'!Gatlons and not on the plam, ft shall be comlder-ed "' both. """""" eonfllGts orfse, GOl'l5Ult tt,., Landseape Archrteet. for elar-ff'leatlon pr-lor-to pr-oeeedlng. Th& o,.,,.,,. or-hrs Ollthorl:eed ....,,.-e....ntatrve shall have th& l'Trtal authority all Items of' the pr-oJeet. 1.8.19 51:RVICI: BY THI: CONTRACTOR, Th& eontr-aetor-shall eerv!Gs tt,., system at tt,., ,,..,.,..,..,. 1'"6<:{"""t d!W'lng the guorantee per-lod and shall be paid ~,. l'IOr-ir; perl'Ol"ffled Nhleh Is not eove,....d ~ the guc,,-antes. If 1'"6<:{U65ted by tt,., o..,,..,., the contr"aetor-shall l'umlsh the ,,,.,,..,. Nlth a SGhed11le of' servlee fee for-adc:ffl:lonal Nor-Ir; ""°""""tea outelde of' the guorantee. Th& Gontr-aetor-shall "'"9"9"' tt,., servlc:"'5 of' a pr-ol'esstor,al ..ater mar,agement company appr-oved ~ the ll"r-lgatfon efealgr,er-and pr-ovlefe support: ser-vlees for the folla..lng ll'"l'"fgatfon equtp111&It, exeess floN sensing auto-t"alr! shut off and eallbr-atmg '""""°' s ~or exeess Fl°'"'- lnepect and t....t eontroll....,. and gr-Olli'td fault_ Mate f'rovfde teehnleal euppor-t on tt,., Job site as r-eqttested ~ eontraetor-for-eont.-011....,., exeess ~la.. sensmg and aul:o-r-alll shut ol'f 9""'5l"9 systems. Tr-alnlng Ir! oper-atlon of' all equipment • Five year llmlted field 5&"VIGB ~ for-GOl'ltroller-s against Ol"fglnal del'eets Ir, mater-late and 1'10i"l<manl5hlp. '"""' I "',ty shall be pr-ovleled In Nr-ltlng. Avaflable thl"ough Hydr'oseape Pr-oc:luets • PAl<T 2 -l"RODIJCTS 2.1 Mater-1<:rle, All mater-lals and eqi,lpment used In "F""lnlr;ler-1,.,-1gatton i'IOl"lc. shall be """" and Nftnoul: fla"5 or- del'eets and of' qualft!j aMd perl'ormanee as speelfled. 2.1.1 Piping, Pipe efzee eho"" ore r,om!nal l"91de diameter-""'"""' ott,.,,,.1se l'!Oted. .I F'OL YVINYL CHLORIDI: PIPE: ("ALl:RTLINI:") FOR NON-POTABLE l"IATl:R, (I) PVC pla15tle pr-'"99ur-e Jines, for-prpmg upstream of' r-emote eontr-ol valves and qulelr; Goupl..,..,. All ~IA" (4) lrleh and smaller ehall be F'IW'F'le eolor-ed PVC meeting ASTM-1"184, ~ I, 61-ade PVC-112O, Gell elaee 12546. pipe, ASTM 2:241 for SDR elaee pipe, ASTM 26'"1:2 Por- 11Atertttne ... F'Rl:SSlJf<I: MAINLINE:, 1-1/2" and small.,,-pipe -eeh&dule 40 PVC 2" and lar-ger-pipe -Cl""9 915 PVC, SDR-I5:S NON-F'Rl:SSIJl<E LATl:RAL, All n<>l"t-pr.,se!W'e pipe -elas« :ZOO PVC pipe iYPE I, <5RADI: I PVC PIPE', Outside diameter-of pipe shall be th& same as Iron pipe. Pipe shall be mc,,-lr;ed on t .. o sk:les of' the pipe at 24" mtervals ,.1t1, "Caution Reelalmed l"lo!l:er-". Schedule 40 pipe shall l'IOt be th~d. Solvent shall be 09 supplied by pipe mariufaet!W'el". Pipe shall be pur-ple In GOiar • .:2 Ell"a9« pipe shall be IPS standar-d ...,lght 125 pounds, e5!II .-ea br-ass. 2.1.2 FfTT1N6S AND CONN!:CTIONS, .I Fftt11'19"' tor PVC pipe Pour-(4) lrlehes and lar-ger-, Th& eoupllng shall be an rntegr-al par-t of' the pipe bar-r-el. It shall eonelst: of a thlek.erted wtlon ,.hlGh ha5 an expar,c:led bell Nlth gr-oove t:o retain a r-ubber-seallng r-lrt9 of' unff'orm er-oNn 9'0Gtlon. Fftt11'19"' shall be Johne-Manvtlle Ring T1te PVC ffttf"9, Paeltle """5ter-n or-equal. .2 Polyvinyl ehlor-tde pipe l'ltt!ngs artd eol'll'teGtlons, ~ II, c5r-ac:le I, Schedule 40, high rmperet molded fittings, mc>l'lufaetur-ed f'rom vtr-gm eompouna.. as ,ipeelfled for-piping. taper-ea soelest or- molder-thr-ead type, sultable ~,. either solvent ,....Id or-eer-el'll!td eonneetlone. Maehlne thr-eaded fittings artd piastre saddle and Pl"""3"' l'ltt!ngs .,,.... not aeeeptable. F'IW'nlsh l'lttlrlgs permanently rrtal"l:ed ,.,tt, Polto,.lng lnformatla.., Nomlrlal pipe sl:ze, type and sehedule oP mater-lo!, and national 5Gl'lltatlon foundation (NSF) seal ot app, oval. PVC l'lttlng shall .:onl'ot n, to ASTM D:2464 ar,d D:2466. .S &ass pipe fittings and eomeetlons, standar-d 1:25 pound elaee 85% r-ed bl'"asl5 fittings and GOmeettons. 2.f .3 RISEl<S: .I All spr-lnlr;ler-heads shall have r-lee1'"15 and sNfrtg Jomts as 15horfn In the detall dr-""!ngs. All ,-19e,.., and ,.,..Ing Joint.. shall use Mar-lex fittings a..a 15eMdule eo PVC r-illel'"9 or nrpplee. 2.1.4 FITTINc5S, .I Fittings, Ir! ger,er-af, for-all m..tallatlons 5hall be eonslefer-ed lnelefental t:o the eontr-aet pr-lee and 5hall be the Gontr-aetor-'s r-eeponslbtllty to pr-ovlde all of' r-eq.,lred flttlr,gs to ,:omplete tt,., Gontr-aet. .2 All i'Tttrngs for ptpe thr-ee t;3) lrl<:hes and smaller-shall be eehedvle 40. .S All tees ,or the "'9tallatfon of' .... mg Jolr,ts .. 111 be mstalled .. 1th Dur-a, Laseo Te.e or-equal. I:>ATE, 04/05/10 ♦ ♦ ~ El'r', JEH/MM ♦ ♦ HOWARD:: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. .JOB NI.IMBER, eo43.0J i=rLE, ~fSIONS, ♦ ♦ • ASSOCIATES• • • ♦ • landscape architecture &aso FiD .,._.._ 41e,i:o drl'llle suti:e 350 ••• dieca ,.._ 921D11 til!ft 718 9660 D. lr-r-lgatlon Gontr-ol valve<> e. Gutek. eoupler-valve<> f.5.1 IN01 l:C, ,ON 5CHl:DULI: F Routing of eontr I I ~ ~ .I Ir, all ~ass~ ,..t,.,,... observation of' the "F""lnkf.,,-system NOr-tr; 15 r-eqwed and/or-"""'"" t.· ~~~~~~~t ~ CIT~lA2~G £,~BAD LJ..LI r I .. ::-7_,_ ! -j --✓ ..t:. ~ crt por-ttons of' the ,.or-1r; ar-e-ep<!>Glfled to be perl'ornied under-th& c:ttr-eetfon ancl/or-observation of' (as dlreeted ~ th& L..alclseape Archrteet) -+-----+---tt,.,-l.arld9Gape_~ehlteet_ or-_ City_ 1n5peetor-._,,.,.._Gontl"aetor-_r.._r-esponsll,:,IB_for-_l'IOtlfylrtq_the----~:1 Mollrltaln as bu!lt, dr"aHb '99 o, 1 tl1& site at a11;1----.-=================--;---;,..._":r,ii'riii'ui'&°nTP----------r----r---i---------------------------------i----i----i----i---1-!-1-=~TION-SPECIFICAJ'IONS---FOl{:,-~-------~--t-1--1------------~ t.7~~r!:'" lr1c:I~ Coordinator-In advanGe for the folloNlng mspeetlons, times. The&> dl"a..lngS.,,.... subjeet to b 15pBGtlon "AS-BUILT " BENCHMARK: • ..s:: at """jttme. A. Pre-Job eonf..,...,,.,.. -i ealeMdor ~ --B. -Loeatlon of' ll"r-lgatlon steeves -45 hour-s - C. Layout of eontrol equipment, epr-lnlr;I..,. heads and piping -45 hoUr"5 D. f'r"'5SIW'e rnalrlll,,.. tnstallatlon and t....tmg -48 hotir-5 - I:. _Con!'o.11,anee_to regulatlonl5 for-r-eelatmed Nater-_-48"°"'"5 ___ _ _ _ _____ _ _ __ __ _ _ _ ______________________________________ _ F. Later-al treneh depth eheek. -48 houl'"l5 5. Cover-age te..t -48 hour-s . -,-- -I ::-3 ti\ r 0 'b ..... ------ ..c H. rtnal tnspeetlon -48 hOIW'S '· Notify the City of' Car-lsbad 24 hour-s Ir! """""""' of begmlng l'IOrl<. tT60) 8l~i08 INSPECTOR DATE -CMWIJ ---- _, _- l ' I -i - I I 2.1.5 AUTOMATIC. c:.oNiF.OL l"IIRE, .I eteetrre '"""'"9 ,.,,..,,mg fl-om eontroll.,,.. to the avl:omal:k: <:<>nf:rol valves shall be No. 14 901fd, ST"9le GondvGtor, Gopper "'"""'· 4/&4 TnGl'I lnsulat!on, 4/64 lnGh """<>pi en,, JGIGket, style BR (dlreet wial) or eq_,,c,I, eolor eode l'llres to """"" <:<>nf:roller, '-"""""' '""""' ,shall be ..,.,lte No. 14 90fld, srngt .. GOnduGl:or ,.r,-e, 4/64 11'1<:h lnsulatfon, 4/64 TnGl'I """'F',....... Jaekst, styi.. BR (dfl"eet wlal) or equal. 2.1.6 MONITORIN!!> DeVIC.1:5 .I All ""'"11:orfng ~ SIIGl'I as flol'I and pr8"8Ure ""°""urrng dev!GBS, shall be as sho,.,, on dral'llngS. 2.1."1 120 VOLT l'IIRE TO c:.oNiF.OLLER .I 120 volt .. 1,.,. """'" be per !<>Gal <>Ode as ~. sfz,o and quallt!f. Install LI.L. app, oved =na,ft a minimum of 24" be"""~ from !:he eleetr!G met..r to eontrol units or ot,,.,r-r-eq"""""" ~!GB&. All spllG,os to be In approved putt bo><ss. All ,.,r,os to be t:..ln GOpper or ot,,.,r designation as r-eq111red b!f eode. 2.1.e> AUTOMATIC. c:.oNiF.OLLER, .I Automal:!G eontroller, Flllly aul:omal:IG In "F"" atron and G<:lf'<'ble of operat~,g the number of stations of remcts =ntrol valves as noted. .2 C<>nl:roll,or-'°""''°"ure assembly, P""""'tal mounted as not..d, .. 1th a ""F"""at.. stafnl..,,,, steel Bl'IGlo,sure, ~lnol strip, on/off dls=nneet s,.!tG!, 1'1/IIO volt grounded Ol/tlet, ralnguard auto-rain "~ devlGe and loekrng, hi~ eover. Avaflc,ble fl-om Hyclr-""""P8 Pr-oduGts lne. 5!l05 Keamy Vitia Rd., San Dleg<>, C.Olff'omla (85&)!560-1600. .3 Alll:omat!G GOntroll<>r-9 sl'latl be of the type and """""'aeturers sho..n on !:he dr-Ql'llngs and Installed per '"""uf=tur-er"' r-BG<>mmendatlons and detall dr-aNrngs. .4 All Gontroll..,.,, shall be grounded b!f G<>pper-Glad grounding rod and general el&Gtr!G llght:nlng <ll'"l"&.5tor-#C!Ll5Dc.6002 (SO OHMS ,-,.,,fetanGe required) 2.1.q ReMOTE c:.oNiF.OL VALVl:5, aec.TRIC.AL .I The eleetr-lG remote G<>ntrol valve,. (pre55ure regi,latrng.) sholl be of the style and mor,llfaetvr-er"' shoNn on the dra,.lng9, or-approved equal, and Installed per detalled dr-Ql'llngs and """'llfaeturer-'s reeommendatlon. .2 Valves shall be Installed a minimum of 6" fl-om all l'lxed objeets and 12" apart fr-om e=h other. 2.1.10 MASTER VALYe .I Shall be of tl,e style and """""""'turer-'s shoNn on t,,., dral'llngs, and Installed per detalls, dral'll"9" and manllf'aGturer's r-eeommendal:!ons. 2.1.11 VALYe BOX, .I All valves lnGlll<:llng pr-essure ""'9"lat'"9 valvBS, master-valv...,, r-emote =ntrol valve5, gate valv...,, and qulek GOupler-valv"" shall be Installed In 51/rtable valve boxes as shoNn In det:alls. All ,shall be mar-ked "PRY", "MV", ~v•, "C.V", or "Dr" reepeetlvely l'lfth ,station numbers for Gontrol valves er:llx>osed on t,,., valve eover-. All sl'lall state ''Reelalrned l'lleJt...-" In l=ngllsl'I and Spanish. (Rc.V box"" sl'lall ""-loeklng =vs,-,,) other boxes 5UGl'I .,,. pull bo><es, ete. sl,all be mar-ked a<>eordlngl':f. Valve box"" sl,c:,11 be purple In eolor-. 2.1.12 ~INKLER HEAD, .I Spr-lnkl...-~ shall be as req11fl"ed on the dral'lfng9. All apr-lnkler "8ads ore to hove faetory 1::11/llt ,,. Gheek; valves or a cheek valve under e=l'I Mad. Sprlnkl...-~ shall have a faGtor-y Golor-ed "f'lw'ple Reelalmed l"later-' designation as a part of the spr-lnk.ler-or-JP not avaflat:>le be palnt..d purple as dll"eet..d b!f the C.lty of c.ar-tsbad. 2.1.13 GLIIC.K c.ouF'l.eR VALVl:5 (NON-POTABI..I:;), .I Gl.l!Gk =upll"9 valves """'" be as spee~ted on t,,., a.....rngs. Eael'I q111<:k =upler """'II have a molded vlnyl loekl"9 Gaver-l'lfth Ac.ME tl-o-eads for-r-eelalmed Noter-,..,rvh:<!>. .2 Upon completlon of !:he GOntraGt and pr-for to Plnal OGGeptanee, 511ppl':f t,,., oNner-"'Ith qvk:k GOUpler-keys and "°"" ell!5 of the quantity Galled for In ln-lgal:lon .... Gtfon 2.1.22. Tho keys and "°""" ell" shall be of the some manufaetur-er-as t,,., G011pllng valve. .3 5hall be I' size as """""'aetured b!f Nelson Spr-lnkle,-,, c.o. 2.1.15 5ATe VALVl:5, .I 6ate valv"" three (9) fnc,,.,s and smati..r-sl,c:,11 be 150 pound l::laae, all br-ass/br-onze =n,strtJGtlon, single NBdg<> dlsG, Integral taper-......ts, non-rising stem, SGr-e, .ec:t bonnets, br-onze er-oss handle and c:, brass;b oi ,ze ground Joint """'" =nneetton at the do,,nstream ovtlet. Valves sl'lall be =pc,ble of bel"9 r-epaeked Nhlle under pr-B!5!5ure. .2 6ate valv"" four-(4) TnG""5 and larger-el'lall eonfor-m to all applleable pl"OVl,slons of seetlon 2.01.oe, of the 5tondord SpeGIPIGatlons of the C.fty of San Dl"9<>, DOG ....... nt No. "12T791. .3 Shall be slmllar to those """""'aetured b!f f<mlnedy, stoelchc:,m, Nlbeo or-approved equal. 2.1.16 MANUAL C.ONTI'!OL VALYe, .I Manual Gontr-ol valve 3/4" and I" size """'" be made of heavy dllty b-ass l'llth a ,.1,ee, handle ond r-ot..d to 1!50 PSI. 2.1.1"1 ATMOSPl-ff':RIC. VAc.WM BREAK!:R, .I Atmosp,,.,r!G VOGl/llm 1:>r-eal:...-3/4" and 1° size sha" be made of 1-leavy dllty lor""5 GOnstr-UGtlon pr-eventing bockflON of Nater-Into fi-esh ..ater "~-c>per-atrng pr essvr'e of 15 to 150 PSI and sl'lall be manufaetured b!f the sane manval =ntrol valves lleted above. 2.1.11:'J 13<:tGkflo,. Pr-events.-, U'lrt shall be as sho..n on plans. 2.1.l<f C.01'1<:r-el:e Pootfngs sl,c:,11 be 2poo PSI GOl'l<:rete at :2e day,s. 2.1.20 Ba<:kl'III shall be Glean ftll 9011 .. rth no roeks or eloc:ls 1/2" or-larger-. 2.1.21 l"!ARNIN6 TAP!=, .I 5hatl be plast!G tape prepared "'Ith sliver printing on a ptll"ple t'leld """'ng the NOr-ds, "c.<:lllt:lon, ReGlalrned Nater-lfn,, belOl'I". The overall ,.,dl:h shal I be 3 TnG"""'. .2 l"lamlng (G<:IUl:lon) tape shall be """""'aetured b!f Thor e, 1b pr rs.., Inc. P.O. Box 450 511n Pr-air-le, fl'lls<:onsln, 535"10, (601:'J) 83"1-"11"1"1. 2.1.22 l"!ARNIN6 L.ABeLS $ 516NS. Shall be approved b!f the dlstr!Gt ~ to be Installed on d""lgnat,,d faelfftles. Faelllt:1"" st1Gl'I as <:<>nf:roller-Bl'IGlosure .,,. designated b!f the dlsf:r!Gt engineer-or lnspeGtor-. See Gaver-s~ for-addftlonaf requr,.,,nenl:&. 2.1.23 l'IARNIN5 TAc55, All reelalmed ,.ate,-spr-rnkler Gontrols valve5 ,.1,c:,11 t,,,. tagged l'lfth ldentlf!Gatlon tags. See Gaver-sheet for odc:tltlonal r-eq1111"Bments. 2.1.24 C.011b aetor-shat! pr-ovlde to the ONn...-, .I Thr-ee (9) G<>ntrol valve ke!fs. ______ , ___ .2 Four. (4)_Nr81'1G"""' i'or. r-emovrng_eaeh dlf'Perent. ~-of.sprlnkler.""""'. ___ ___ _ _ ___ _ .. _ _ _ _ .3 Tl'IO (2) 48" tee "'"""""r,,.,. Por-operating b<:tll valv..,,. .4 Five (5 ea) qulek =upler keys and five (5 ea) ho5" bib a55embltes (potable $ non-potable). .5 Five (5) keys for openl"9 and l<><>klng e=h automotk: G<>ntroller. 2.1.25 l"lye strainer-5MII be of bronze body l'llth !IG,..... mtrngs. See deta!ls and drail'llngs. PART 3 -EXeCLITION 3.1 6eNERAL ReGllJIREMatTS. 3.1.1 LoGattons on dr-"""'"95 ore dlc:,grammal:IG and app, o><fmGl!:e only. and sl,all be G~ and adJll&t..d as n,,GBS""""!f""' dlreeted to meet existing GOndltton,s and obtain =mplete ,.at,.,- eover-age. LOGate and stake all Nork and obtain approval of the Land!IGape Ar-Ghlte<>t: beP'OI .. lnstaltatlons. 3.1.2 lnstolf and BX!:end system as shol'ln on the drail'llngs, and "" ~ to earry ollt t,,., Intent of t,,., c:t,,a,orngs and ,speeff!Gatfons • 3.1 .9 LOGate n~. valves ond ot,,.,,. underground lltllltl..,, and r-BGelve t,,., app, oval of !:he l.,:,l'ld5GGlf"" Ar-Ghtt:eet bef'or-e digging tr-ene"""'. 3.1.4 Reter-to the C.lty of c.ar-lsbad stondc:rds Por-reelalmed pipe ln,stallatlon. All C.lt!f of C,a,-1,sbc:,d stanclc:rds take prBGedenGe over plans and "f""GIP1Gatlon5 for the pro jeGt unl""5 not..d and approved . 3.2 INSTALLATION OF l~IISoATION SYSTeM. 3.2.1 E'XC,AVATION AND BAc.KFILLIN6 OF TReNc.HeS. .I exeavate tr61'1<:"'8!5, prepc,re ""bgr-ade, and baGkl'III to rm.. and grade Nlth 5uff1Gfent room Por prpe Prttrngs, testing and lnspeetlng "F"" attons. Do not baGkPIII vntll the pipe system has been 91/bjeGt..d to a hydro,stat!G test as sp,,G~led. .2 DEi !HOF~ Potyvrnyt ehlorlde pr-B!5!5ure rm.. (1855 than 3") -re• mfnlmlln'I Pt """ure mainlines ('9" and vp to 5-112'') -24" mtnlmvm Polyvln':fl ehlor-lc:le non pr-e,.,..,,-e lln.. -12" mlnlrnl/m C,ontrol Nlre -11:'J" mlnlrnUm . 3 TReNc.HIN6 ~ Af:!EAS 1"11-tcRe TOPSOIL I-IAS eeeN ~. (I) Depo,slt topsoll on one side of treneh c:,nd subsoll on oppo,slte side. .4 5ub9011 sl'lall be fi-ee of all r-oeks and eloc:ls 1/2 TnGh In diameter-, deb-ls, and titter-, pr-tor-to u,se a5 bockl'III ,.i,.,,.., so lndlGated on detall. .5 Repair-"'"':f leaks and r-eplaGe all c:tel'eetlve pipe or fittings untfl tines meet t....t requlr-ement5. Do not Gaver-""!I II~ unl:11 t:he!f ""-been !nspeet..d and oppr oved Por- tlghl:ne9S, quality of N<>r-kmanshlp and mal:erlals. . 6 BaGkPIII tr-encr,,.,., after appr-oval of piping, l'lfth sull:able and approved ma!:er-lal, tamping soll around pipe and thoroughl!f eompaetlng all treneh Plll!I untll qO,lol eompaetlon has been aGhleved. ."1 BaGkPIII mater-tar """'"bean appr-oved "°"·, ...... fl-om r<><>k5 and Glod9 1/2" c:,nd larger-. .l:'J C.011L1 aetor-,sl,c:,11 not Install pipe a<>r-055 =rete drainage .....,,..,,. C.Ontraetor ,sl,all pk or-bore under-sl'l<Jle t:ypk:al. 3.2.2 LINDER exl5TIN6 AND/~ ~ID PAveMeNT .I Tr-61'1<:"""' l<>Got..d under or-eas ..,.,.,..,. paving, ""'!'halt!G Gon<>r-ete or eoner-ete l'lffl be Installed shall be b=k.l'llled Nlth Glean flit soll, In a sleeve and eompac:ted In layers to ~ =mp=t:ron, 1151"9 ,,.,,,,..,.,, or meehan!eal tamping devlGBS. T.-..nc"""' for-piping ,.,,IGh .,..,. not under-povrng shat I be =mp=t..d to equal =mpaet!on of the ""'"'ting adj=ent undisturbed soll and shall be left Plwh Nlth the adjoining grade. The fl"r-fgatlon Gontro<>tor-"""'" set In plaGe, Gap and pressure test all piping under-pavl"9 prior to povrng "'°'""'- .2 Piping under ""'lstrng pavement may be Installed b!f Ja<>kl"9, boring or hydr-QI/IIG dr-lVlng. Ho....ver-, no hydraullG dr-1vrng 1'1111 be permltt..d under-asphalt paving. .9 Pr-ovlde Por-a minimum =ver-of 11:'J TnGhes bet.....,n tr,,. top of the pip<> and t"'8 bottom of the aggr-egat:e base for all pr--e and non f""""'SUrB piping Installed under-asphalt!<: GonGr-et:e paving. .4 SeGure per-mleslon fl-om t,,., o,.ner-/c:leveloper-bePo.-., ellttlng or lon!,ak;fng exfstl"9 pavement. All nee""""'"Y repairs and replaGement!5 !5hall be approved b!f o,.ner/devaloper-, and shall be at no addll:lonol eo,st to ONner-/developer. 3.2.3 INSTALLATIOIII OF POLYVIN"'l'L c.HL.ORIDe PIPe, .I Beeau!,e of !:he nature of plostk: pipe and f'rtl:fngS, exercl"" · Galltlon In l,andllng, loadrng and storing, to avoid clamage. .2 The pipe and Plttmg,, shall be stored under =ver unl:11 ......c:t, and shall be transported In a veh!Gle Nlth a bed 10"9 e"""'3h to all""' t,,., le"9th of pipe to lay Plat so as not to be subJeet..d to llndlle bending or eoneentrated extemol load at ""!I point. . 3 Any pipe that has been dented or d<:lmc:lgec:t shall be dlsear-ded untfl suel, dented or damaged seGtlon 19 GIit a,c:t re Joined Nfth a =uplf"9. .4 Tr-Bl'IGh depth !!hall be os "f'SGW!ed above fr-om t"" finish gr-c:,c:1e tot"" top of the pip<>. The bottom of the tr-Bl'IGh ,sl'lall be ,,....., of i"OGlcs, Gl<>d!!I, and ot,,.,,. ""°' p edged objeets. .5 Pipe """"5 c:,nd fittings !!hall be l'llped "'ftl'I MeK, or equal, bePor-e ,...ldlng 90lvent rs applled. l"lelc:led Joints shall be given a mlnlmvm of 15 mlntlt:es to set before mov"'9 or handff"9. All fleld el/ts sholl be beveled to remove burrs and e,,ce""" bePor-e fitting and gluing together-. .6 Pip<> """'" be snaked fl-om sk:fe-1:o-erde of tr-Bl'IGh bottom to al""" !'or expansion and eontr=tron. .7 c...nter load pipe "'Ith "'""'" amount of baGkl'III to prevent arel'llng and sllpplng unc:1...- p. """ure· Leave Joints e,cpo,sed Por-ln,speetton dlirfng testrng. .e, No ..ot..r-,sl'lall be permitted In the plpB untll rnsp.,etlon ""-been "°""'et..d and a period of at l"""'t 24 holll"S has ,.laps8d for solvent ,....,d 5"ttl"9 and eurrng. _q Pla!!tlG to metal Joints SMII be made 1'111:,-, piastre. male adapters, metal nlpple hand tlgl,tened, plus one turn l'llth a strap """"'""'h. .10 Plast!G to piastre Joints, Sorv..nt ...... td, usrng ,.,,tv,,nt reeommended b!f pipe """""'aetvr-er- only. "AS-BUILT R.LA EXP. ___ _ INSPECTOR .12 All f""""'9UrB pipe 3" or lar-ger "hall have the =r-reeL ,sized GOl'IG,-.,te thnlst bloek fn,stalled at ..very c:,br11pt etiar,ge of allgnment, at gate valves, tee.., eit>o,,,os, er,, , "" and end9 of pipe r-uns; or l'lhe,,-.,ver-t,,., <>fty engln,oer-dNlln& one to be ~-Thrwt bloGk; shall be lnstallec:I a5 ~ detall. 3.2.4 INSTALLATION OF ~55 PIPe, .I c.llt b-a55 piping b!f pol'ler haGl::sa,., Gfl"eulor-cllttrng mc:,c;t,lne 115'"9 ar, ab. .... 1ve ,.1,ee,, or-l,and haGl::sal'I. C,1/t no piping l'lfth metall!G ,.r,,..,, Gll!:ter-of "'"!I de5Gr-Tpt:lon. ~ and remove r-t:Ntj", ec:tg<,s or burrs so emooth an unobstr-11<:ted Plol'I 19 obtained. .2 c.ar-e!'lllly and sm00Ull!:f plaGe on male Ll'lr-ead only. Tighten 9Gr-el'led Joints Nlth """95 or- """"""'"""· C.OVlklng 15 not permltt..d. 3.2.5 REMOTe ~L l"!IRll>le,, .I Dir-set burlal co,,t, ol ,..r,-,. sizes, As sho"n and speeff'led ,,.,,.,.In before. .2 Pr-ovlde one Gontrol "'""" and one ~°'" 1""' ground ,..,..,. to 5".-VIGe """"" valve In system. Pr-ovlde 2-l'oot mlnlm..m 8"f'<"""'on loop at eaGh valve to permit: removal and ma""1:enance of vaiv..... .3 Install GOntro! ,..r,-,.,, at least re· belol'I i'ln!eh grade. .4 Install eontrol "'"""" and lr-r-fgatlon piping In eomrne,n tr-enc""" "'""'""'""'" po,sslble. .5 c.ontrol Nfl"e spllG&!5, Allol'I onl!:I on r-uns of mor-e than 300 Peet, spl1G&!5 as f'ollOl'l!5, (I) Strip off minimum of 2-1/2 lnG""" of m11latton fl-om eaeh Nlre. (2) Cot1t...,,tl119 and splk:lng of "'""" at tl'le valves sl'lall be made using Dura Seal c.Mmp sptrees as manufaetured b!f Ra!f<:"'8m co, p<>t",.:,\:lon. C.Ontr-aetor-shall ref.,,.. to Ra!f<:""'m lnetallatlon p~ 1151"9 11lt:.-ol:oreh 3 l'leatlng tool. No other-spl1Ge9 .. 111 be allol'led. 3.2.6 AUTOMATIC. ~LLER, .I Aut:omat:IG GOntr-oll...-91'1all be Installed a5 "hol'ln and dll"eeted. c.ontroller-ehall be test..d 1'111:h =mplete eleGtr-lGal Gonneetfons. TM <:<>nf:rael:or """'II be ,..,.,po, sll.Jle i'or temporary po....,. to tl'le G<>ntr-oller for ope, atton and te5tlng purpo,ses. .2 c.onneetlons to Gontrol ,.,,-1ng !5MII be made Nfthln t,,., f""d""tal of !:he Gontroller-. All l'llr-B ,shall i'ollol'I the P"""5111"e main In so i'ar as po,sslble. .3 eteetrleal Nlrlng sl,c:,11 be In a r-lgld PVC. plostlG G<>n<:!1/1\: i'r-om eontroller to eleel:rlGal olltlet. A Gertli'led "leetr-leal c:o, ,tr aetor-shall be r-eeponslble Por lnstallrng all ,.r,-rng to t"" s11b-panels, Gl<>Gks, or,.....,,.,,.,,. .. as required, In order-to =mplete thle lnstallatlon. A dlsGonneGt ,,,.rtGt, shall be lnGlll<:led. .4 c.ontroller-sl,all be Installed ,.ttt, vandal..,.....lstant enelosures as Galled for-on the dr-aNlngs (stalnle55 ,steel) as provided b!f tr,,. manufaeturer on adsqtlate eol'l<:rete i'ounda!:lon • 3.2."1 VAL Yes, .I All valves ,shall be lnstallec:I os shoNn In the detolle a,c:t In ~ ..,ft!, monufaGturer-"' r-e=rnrnendal:lona and a,s r-eq,lr-ed b!f t,,., C.fty of C,a,-1,sbad for ldent!Prc.atton, per r-eelalrned ..ater ,standar-ds, IP 1/Sed. .2 All avl:omat!G valves """"" be 5lzed a,s sho..n on plans. c5al:e valves sl,all be '""' 91.ze. .3 ln,stall e=h eontrol valve In a ,separate valve box l'llth a mlnfmvm of 12" ""l""""atlon bet..een valves and 6" fl-om any Pixed objeet or-str-UGture. s.2.e, VALYe BOX, .I ln,stall valve boxes as sho..n on detoll. Install no more than one valve per box. Valve bo><es Installed near-Nafks sl'lall obllt fl-om those Items and t,,., top surfaGes ,shall be fl115h l'llth Items listed c,t:,c,ve. .2 All box"" are to be marked as to the type of valve, eontr-ol station number-~ opplleable and ldentlPled a5 reqi,lr-ed, per-reelalmed stan<:lar-ds. .9 Fllrple valve bo><e,s r-eq,.,fl"ed for r-eeyeled ..ater . 3.2.q 5FRINKL.ER HeAD5, .I All spr-lnki..r-~ sl'lall be ln,stalled as per detoll,s ,sho,.n • .2 Nozzle """" of all "'8ad,s ,shall be adJIISt..d to 511ft O'",f par-tlGlllor-Gondftlona of t,,., area. This sl,all be done ofter-t"" system l'las been thor-oughl!:f tested, lmmec:tlatel!:f ofter ,.rftten not~IGatlon b!f !:he Ar-Ghlte<>t to do so. 3.2.10 GLIIC.K c.olJPLER A55eMBL "T', .I ln,stall all qulek eouplers a5 lnd!Gatec:t on a.....rng,s and as dll"Beted. Set all valv..,, plumb c:,nd true to i'lnlsh grade and a rnoxlmlm of 12 lnG""" fr-om paving, 1'1<Jlk5, hec,c:t.,, s or-Gl.'l"bs, and .,,. ,sho..n on plans c:,nd .,,. dlr-eet..d • .2 Install all qulek GOupl.,,.,, In 6" diameter-r-ovnc:t valve"'°"""'· 3.2.11 .S-ATe VALVl:5 e BALL VALVl:5, .I Install .,,,.,,.., sho..n as detalled. 3.2.12 l"!ARNIN5 TAPe, l'lomlng tapes ohall be Installed dlreetly on top of the pipe longftll<:llnally and shall be eenter-ed. The ....ming taps !!hall be ln!ltalled GOntlm.ously i'or the ent:fl"e length of the pipe and shall be i'a,st&ned to eaGh pip<> ""'19th b!f plasl:IG taps banded around the pip<> Nfth i'asl:ene,-,. no more than 5 Peet apt>t L. Tapl"9 attael'led to the wtrons of pip<> bePor-e tayrng In the l:rel'IGh shall ""-Plaps svfflG!ent i'or Gontlnt/ow "°""rage. All risers betl'leen the malnllne and =ntror valves &hall be Installed l'lfth ..amlng tape. A seeond ....ming taps ,.,,..,,mg Gontln110115ly above piping to be ln!ltalled 12 TnG""5 abov"' r-eelalmed Nater """'· 3.2.13 l"IARNIN6 L.Aea.5 t 51c5N, Install ,.,,.,,. .. s"°"'n °" detalled 3.2.14 l"IARNIN6 TAc55, 3.2.15 BAc.KFLOll'I ~ • .I SaGkPloN f""""'"nl:or °""" 11b~ sl'latl be Installed In aGG<>rdonGS ,.Ith manvfacturer's speell'!Gal:rons, l<>Got..d and as dll"Beted on d-al'lfng9, c:,nd !51'1all =nform to all applleable Gode and or-c:!lr1cn:e r-Bqll""""""l'lts• .2 exaet l<>Gatlon and po,srtlonlng sl,all be verified on tr,,. site b!f the L.andsGope Ar-GhlteGt • 3.2.16 IN-1.INe F'Re55IJRE Re6LILATORS, .I Ad_,,,.L and Install per-plans and detalls • 3.2.1"1 5LIR6e AkkES,OR. .I Install per-plans and detalls • 3.3 C.LEAN-\JF', A& pr-o jeGt ~-. Gontr-aetor-,sl,c:,11 malnl:aln all areas In a neat manner-and r-emove un,slghtl~ c:leb-19 dall':f or-.,,. nee """"'"Y· After-<>ompletlon of !:he pro Jeet, eoi,t, aetor-ehall remove all deb-ls and =nl:alne,.,, 1158d In aGGompllehlng ...,,..__ He shall """"'"'P c:,nd Glean all sfdel'IQlk5, =phalt, and =ner-ete .,,-....,. ad jaGent to the ptantrngs . DATE, DRAJl'IN BT", JEH/MM • • 04/05/10 ♦ • HOWARD:: .106 NUM6E:R, 0043.ot • • • A S S O C I A T E S • APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . FILE, ~1510N5, ♦ ♦ ♦ • landscape architecture ..-la 2919 888-llri,. ••• dieco d:,,ivc autt .. S50 -.-die&<> ca ~1!1&11 &ig 718 w;r,o, r----t---i-------------+--+--+--+--1 ~ CIT1LA2!G £,~BAD uT] l \ I t ,,.,,..,_.,_._,!7"'=---------+==t===i==--==----------------f----jr--f----f---l-~/HRIG:4TION_SP£CIFICATIONS_FOR: _________ _,_,._-+-----------~·---B~ l; tt,M d t( K. : .-t:. -= DESCRIPllON: SfANf!Af{/J If-rt> 5,//tl., rDflEHf.lNr ROB£RrsoN RANCH r -·--6"' lll1.I.. MONrMNT PA 14 f!T. fl7-41 _:__:_-:: DATE torA~ -~r~=:~~ .. -_r-----t--+-------------·---l---l---+----1---l l-,7,.,:,,.,RO,,,NING"'V,...ED_= ___ -__ '"'tt/4(=-_.:..='-l-___ -4t=:. __ '-_-...,f;l.....,l,.,,.LJeetir,.. __ -,-.-... -.-. --~~,_ , _ -. () -h -- DATE !:>'.TE INITW. !:>'.TE INITIAL I OWN BY: 11 PROJECT NO. f DRAWING NO. t-O"r>I-ER~AP~PRCM-,1!.--1--CIIY-APPRO\IM..,__-I • ~g ~;--_. C. T. 07-03 ! 46Hl RECORD FROM, COUNTY BENCH t.naS (Na COUNTY UT. CONTHOf. OATA) ELEWJION: 68.-ll!J OAltJM:-U.S.t:. h ,zs; !:>'.TE INITIAL ENGINEER OF WORK RE.VISION DESCRIPTION -~ . CMWO_-__ 1 - ' -1., .. . ..:I --7 ' -.cj ~1 I PLANTING NOTES PLANT LEGEND I. THE ~TOR SHALL PROTECT IN PLACE ALL EXISTIN6 PLANTE"-AREAS AND PLANT MA"Tc'RIAL AS rNDIC.ATED ON THE PLANS OR AS 5PECIFIED IN THE FIELD B"T'" THE LAND5CAPE A~HITEc.T. SYMElOL 60TANIC.AL NAME COMMON NAME 2. THE FLANTIN6 PLAN 15 i:>!A6RAMMATIC.. ALL PLANT LOCATIONS ARE A~XIMATE. ALL PLANT LOC.ATION5 TAKE ~Ei:>ENC,E OYER PLANT GlUANTITIES 5F'ECIFIEI:>. PLANT QUANTITIES ARE A~XIMATE AND ARE FOR THE c.oNVENIENc.E Or THE CONTRACTOR ONLY. THE ~TOR !51-IALL NOTil"'T" THE LAND5CAPE ARCHITEc.T OF ANY i:>ISCREPANCIES BETJIIIEEN S'T"MSOL5 AND GVANTITIES SHOl"IN. 3. APPLY A CONTACT HERSIC!i:>E, l'IHERE Jo'EEI:>5 ARE PRESENT, PER. MANUl"AC71JRER'5 5F'ECIFICATION5, A MINIMUM Or TEN i:>AY5 PRIOR TO COMMENCEMENT OI" ANY" FLANTIN6 OR 1"'1!1<!I6ATION l'IORK. Jo'eEi:>5, INCLUI:>IN6 THEIR ROOT5, !51-IALL BE ALLOl"!Ei:> TO COMl"LETEL Y !:>IE SACK B~ PROC,EEOIN<So l"IITH l'IIORK. 4. SUSMIT A 901L SAMPLE AND A PLANT LIST TO THE "SOIL AND PLANT !.ABORATOR'I"' IN SANTA ANA, CA, PRIOR TO ANY FLANTIN6. 51JSMIT THE SOIL TEST TO THE LAND5CAPE ARCHITEC,T AND FOLLOl"I THE 901L LASORATORY'5 ~ATION5 PRIOR TO PLANTIN6. 5. THE APPROVE:> ~ATION5 FOR AMENDMENTS SHALL BE INCORPORATED INTO THE LAND5CAPE PLANS PRIOR TO THE START OF c.oNS~TION AND !51-IALL BECOME PART OI" THE APPROVE!:> FLANS. 6. ALL AREAS LESS TI-IAN 6,1 IN SLOPE TO SE PLANTE!:> SHALL SE CR.055-R,FFW TO A DEi IH OF SIX INCHES AND SHALL HAVE THE FOLLOl"IIN6 AMENi:>MENTS SPREAO EVENL.'1' AND THORO!J6HL Y BLENI:>ED IN (GIJANTITIES ARE PER. !poo 5.F ), A. 3 CUSIC YARDS NITROGEN l"ORTIFIEI:> REDl"IOOC' SHAVIN<S>S B. 100 POUNre ACSRICIJL i1./RAL c5'T"P5UM C. 15 POUNDS IRON SULFATE i:>. 25 POIJNI:>5 tb-6-e. SLOJl'I RELEASE FERTILIZER PLEASE NOTE TI-IAT THE AMENI:>MENTS MAY CHAN6E, BASE!:> ON THE SOIL ANALY5l5. "1. EACH PLANT SHALL RECEIVE ACSRIFORM PLANT TABLETS AS FOLLOl"IS, I cSoAL CONTAINER (I) .21 ~M 5 cSoAL CONTAINER (3) 21 c5RAM 15 cSoAL CONTAINER. (5) .21 ~M PER 3 INCHES Or BOXED TREE SIZE (I) 21 ~M PER. Tl'IO FEET OF ElROl'IIN TRUNK HElc5HT (1) 21 c5RAM 8. BACKFILL SHALL COMl"L Y Jl'IITI-1 SECTION IV. C. 3-2 OF THE CIT1' Or CARLSBAD LAND5CAPE MANUAL. "I. PLANTS !51-IALL SE INSTALLEI:> PER PLANTIN<So i:>ETAILS PROVli:>Ei:> IN THESE PLAN. PLANT MA"Tc'RIAL SHALL NOT BE ROOT SOUND. FlVE cSoALLON PLANTS AND LARe>ER SHALL HAVE SEEN CSROJl'IN IN CONTAINERS FOR A MINIMUM Or 6 MONTHS AND MAXIMIJM OF Tl'IO YEARS. PLANTS SHALL EXHIBIT HEAL Tl-l'T" CSROl"ITI-I AND BE FREE OF DISEASES AND PESTS. 10. STAKE ALL !REES PER. i:>ETAIL REMOVE NUl-<SER.t STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN Sli:>E CSROl"ITI-I ON ALL TREES. 11. PLANT ALL AREAS l'IITI-1 c5ROUND COVER TO JIIHTI-IIN t,• OI" ~ OR TREE TRUNKS. INSTALL A 3" LAYER. OF CLEAN St ti<DJDEL> dARK MULCH IN ALL AREAS FLATTER. THAN 3,1 NOT RECEIVIN6 c5ROIJND COVER, AND A 1/2" LAYER TO ALL AREAS FLATTER. THAN 3d RECEIVIN6 c5oROIJND COVER, UNLESS OTnbV~ISE INDIC.ATED ON PLANS. 12. PLACE PLANTS NO CLOSER THAN 18" TO SPRINKLER. HEAI:>5. 13. ALL c5ROUND c.CIYERS !51-IALL BE c5UARAN I EEO BY THE ~TOR AS TO c5ROl"ITI-I AND HEALTH FOR A PER.IOD OF SIXT1' DAY5 FOLLOl"IIN6 COMPLETION Or THE MAINTENANCE PER.IOD AND FINAL AC.CEPTANCE OF THE PROJECT B'T" THE Ol"INER OR Ol"INER.'5 REFRE:,i=NTATIVE. ALL~ SHALL BE OOARANIEED eY" THE ~TOR AS TO CSROl'ITI-I AND HEALTI-1 FOR A PERIOD Or SIXT1' DAY5 FOLLOl"IIN6 COMPLETION Or THE MAINTENANCE PERIOD AND FINAL AC.CEPTANCE Or THE PRO..!:c.T BY THE Ol"INER. OR OJl'INER.'5 REPRESENTATIVE. ALL !REES e>HALL SE c5UARANIEED B'T" THE CONTRACTOR AS TO CSROl'ITI-I AND HEALTH FOR A PERIOD OF TJIIIELVE MONTHS FOLL01"1INc5 COMPLETION OF THE MAINTENANCE PER.IOD AND FINAL ACCEPTANCE OF THE PRO..!:c.T BY THE Ol"4NER: OR Ol"INER'5 REFRdENTATIVE. THE CONTRACTOR, Jl'IITI-IIN 15 DAY5 OF NOTIFIC.Ai10N B"T'" THE LAND5CAPE A~HITEc.T OR Ol'INER., !51-IALL REMOVE AND REFLAc.E ALL c5UARANIEEO i"LANT MA"Tc'RIALS Jl'IHIC,t-l FOR ANY REASON FAIL TO MEET THE ~IREMENTS OF THE c5UARANTEE. ~EMENT SHALL BE MAI:>E Jl'IITH PLANT MA"Tc'RIALS AS INDICATED OR 5F'ECIFIED ON THE ORl61NAL FLANS, AND ALL SUC,H REPLACEMENT MA"Tc'RIALS SHALL SE c51JARAl'IIEEI:> AS SFEc.lFIED FOR THE ORlcSolNAL MATER.IAL c5UARANTEE. 14. IF FLANTINcSo OC,CUR5 6ETl"IEEN AUc5olJST 15 AND APRIL 15 AND 15 NOT 6ETTIN<So THE C.55 BRl/SH MANACSEMENT H'T"DROSEEO MIX A C.IT1' Or CARLSBAD APPROVE:> REl~Ei:> STRAJl'I MAT OR APPROVE:> EQUAL SHALL BE AFPLIEI:> AC.CORDINc5 TO MANUl"ACTURER'5 5F'ECIF1CATION5 TO ALL SLOPES ~TER. THAN 3' OR SLOPES TI-IAT ARE ADJACENT TO FIJBI...IC. Jl'IALKS OR S!REEIS. 15. IF PLANTING, OC.C~ ~IN6 THIS TIME (Al.lc51J5T 15 -APRIL 15) AND THE SLOPES ARE TO REc.lEVE THE C5S elWSH MANAc5EMENT MIX , CONTRACTOR SHALL SPRAY H'T"DROSEEO MIX AND THEN GOVER THE SLOPES l"IITH A C.IT1' Or CARLSBAD APPROVED POLYJI.JTE MESH. POLY JUTE MESH IS AVAILABLE THROl.lc5oH THE DEJ'IIITT COMPANIES l-800-e,e,e,..<f66"1. 16. COVER CROP ~ MIX PER. HYDRC>SEED "-OTES SHALL BE INSTALLEI:> ON ALL SL.Ci ES NOT c5ETTIN6 THE CSS elWSH MANACSEMENT H'\"DROSEED MIX IF PLANTINc5 OC.CURS SE, hEEN APRIL 16 AND AU6UST 14. Ii. LANDSCAPE C,ONTRACTOR SHALL CONTACT THE LAND5CAPE ARCHITEc.T PRIOR TO BE61NN!Nc5 THE LANreCAPE l"IORK 90 THE LAND5CAPE ARCHITECT C.AN REVIEJl'I THE PROJECT IJTILIT1' LOCATIONS AND REVISE PLANS Ac.c0RDIN6LY TO FULLY SCREEN ALL UTILITIES FROM VIE.I'!. HYDROSEEDING NOTES I. 6ENERAL. 5F'ECIFlc.ATIONS, ALL SLOPES INDlc.ATED ON THESE FLANS TO ee PLANTE!:> SHALL eE H'T"DROSEEDEO Jl'IITH A COYER G~ l'IHEN PLANTINc,, SE , I CU, APRIL 16 ANO Al/c5t.lST 14 PER. THE FOLLOl"IINc5 NOTES. II. H'T"DROSEEOIN6 SIJSPENSION OR SLl.JRRY' COMPOSITION A. SEE!:> MIXTlJRE o REG. RATE PER. ACRE. B. CONl"IEB OR EQUAL VIRe>IN 1"IOOD CELLULOSE FISER MIJLCH -2000 FOI.JNi:>5/ACRE. C.. ECOL05Y CONTROL M-BINDER. -150 FOUNDS/ACRE IV. AFPLlc.ATION PRoc.EDURES AND EQIJIPMENT A. EQUIPMENT. HYDRAULIC. EQUIPMENT USE!:> FOR THE AFFLlc.ATION OF THE SEED AND SLURRY Or PRE!"ARED FIBER. MULCH SHALL BE OF THE "Sl.lPER ~EEDER' Ti'PE. THIS EQUIPMENT SHALL HAVE A et.JILT-IN Ac5ITAi10N SYSTEM AND OFERAi1N6 C.APAc.lT1' SUFFIC.IENT TO Ac5ITATE, SIJ5PEND AND HOM05ENEOUSL Y MIX A SLURRY CONTAININ<So NOT LESS THAN 40II' OF FIBER. MULCH FOR EACH 100 6ALLON5 OF Jl'IATER.. THE SLURRY i:>ISTRIBI.ITION LINES SHALL SE LARe>E ENOIJc5l,I TO PREVENT STOFFACSE AND SHALL SE EGcl!F I EI:> ll'IITH A SET OF HYDRAULIC. SPRAY NOZZLES Jl'IHICH l"IILL PROVIDE A CONTINLIOIJ5 NON-FLUCTUATINc5 DISCHARe>E. THE SLURRY TANK SHALL HAVE A MINIMIJM c.APACIT1' OF I~ cSoALLONS AND SHALL BE MOUNTED ON A TRAVEL1Nc5 UNIT, EITHER SELF-PROPELLED OR DRAl"IN B'T" A SEPARATE UNIT, Jl'IHIC.H l"IILL PLACE THE SLURRY TANK SPRAY NOZZLES l"IITHIN SUFFICIENT PROXIMIT1' TO THE AREAS TO BE SEEOED. 6. PREPARATION. THE SLURRY PREPARATION SHALL TAKE PLACE AT THE SITE OF Jl'IORK AND !51-IALL 8E61N B'T" Ai:>DIN<So Jl'IA 11:'R TO THE TANK l"IHEN THE ENc5INE 15 AT HALF-THROTTLE. l"IHEN THE Jl'IA TER. LEVEL HAS REACHED THE HEl6HT Or THE Ac5ITATOR SHAFT, 600D REc.lRCULATION SHALL eE ESTASLl5rIEi:> AND, AT THIS TIME, THE. SEED SHALL BE ADDED FOLLOl"IED BY THE FIBER. MULCH. FIBER. MUI.CH SHALL ONLY BE Ai:>DED TO THE MIXTlJRE AFTER. THE SEE!:> AND JIIIHEN THE TANK IS AT LEAST ONE-THIRI:> (113) FILLEI:> l"IITH l"IATER.. THE ENc51NE ~ SHALL SE 0PENEi:> TO FULL :..I EEO ,-!HEN THE TANK IS HALF-FILLED Jl'IITH Jl'IATER.. ALL THE FIBER. MULc.H SHALL SE ADi:>ED B'T" THE TIME THE TANK IS TI"IO THIRI:>5 (213) TO THREE FOURTHS ('3/4) FIJLL. SPRAYINc5 SHALL COMMENCE IMMEI:>IA TEL Y Jl'IHEN THE TANK IS FULL. C. AFFLIC.ATION. THE OPERATOR SHALL SPRAY THE AREA l"IITH A UNIFORM, VISIBLE COAT B'T" IJ5IN<So THE 6REEN COLOR OI" THE FIBER. MULCH AS A c5Ul1'E'. THE SLURRY SHALL BE APPLIEI:> IN A SJo'eEP!NcSo MOTION, IN AN A~HED STREAM SO AS TO FALL. LIKE RAIN, ALLOl'l!Nc5 THE l'IOOD , ,OCRS TO SUILD ON EACH O,HER CONTINUE AFPLlc.ATION UNTIL A 6000 COAT 15 ACHIEVED AND THE MATERIAL 15 SPREAi:> AT THE REGIJIREI:> RATE PER. ACRE. D. ALL BARE SPOTS SHALL BE RESEEOED Jlll!TH SAME HYDROSEEI:> AND SUSPEN510N C,OMPOSITION l"IITHIN THIRTY (30) i:>AY5 TO THE 5ATl5FACTION Or THE Ol"INER.. NO ..>EEO .31.J65TITimON5 l"IILL BE ALLOl"IED l"IITI-IOUT PRIOR EXPRESS Jl'IRITTEN Atrrl-lORIZATION Or THE LANrec.APE ARc.HITEc.T AND CIT1' INSFEc.TOR .ALL ..>EEI:>5 "RE AVAILABLE~ 1-i'T"i:>RO PLANT ("160H44-"1360. NOTE: WHERE HYDROSEED IS INSTALLED, INSTALL TO WITHIN 12" OF THE DECOMPOSED GRANITE TRAIL EDGE. CONTRACTOR SHALL INSTALL APPROPRIATE IRRIGATION NOZZLES TO PROVIDE IRRIGATION TO THESE PLANTlNGS ,REES • LAGERSTROEMIA 'MUSKOGEE' 8 ULMAS PARVIFOLIA • PLATANUS RACEMOSA SM 5CHINV5 MOLLE Ts 6 Cp Ri LAR5!:: 5HRUBS (W, 6' !JP) TECOMA STANS MEDIUM SHRUBS (W, 4' TO 6') OOUGAINVILLEA 'CRIMSON JEl"IEL' COLEONEMA PULCHRI.JM RAPHIOLEPIS INDIC.A 'JACK EVAN'S' SMALL 5HRUBS (W, 9' ea.011,) DIEiLS VEGETA VINES Y'llSTERIA FLORIElUNDA GROlJND ~ MYOPORUM PACIFICIJM ROSLMARINUS OFFICINALIS CRAPE MYRTLE CHINESE ELM CALIFORNIA SYCAMORE CALIFORNIA PEPPER YELLOY'l ElELLS 60UGAINVlLLEA PINK ElREATH OF HEAVEN INDIA HAJ/IITHORN FORTNIGHT LILY JAPANESE Y'l!STERIA MYOPORUM ROSEMARY SIZE QUANTITY 24" ElOX 6 24" ElOX 22 24" ElOX 2 24" ElOX 15 GALLON 9e, I GALLON 46 5 GALLON 2 5 GALLON 25 I GALLON I'll 15 GALLON 'I FLATS 12" O.C. FLATS 12" O.C. PLANTING LEGEND -REAR SLOPES SYMBOL BOTANICAL NAME SHRUBS © LEPTOSPERNUM SCOPARIIJM ~UElY GLOY'l' © TECOMARIA C.APENSIS GRO!.INDGOVER 00 DELOSPERMA ALBA 0 0 " ~ EB (]) 0 EID MYOPORUM PAC.IFIC.IJM Jl'I/ UNDER PLANT J'IIITH: DELOSPERMA ALBA DCSS REVEGETATION AREA A SHRl,IElS -I GALLON MINIMUM SIZE 6AC.C.HARIS PILULARIS C.EANOTHVS 'JOYCE C.OUL TER' CISTt/5 SALVIIFOLIUS ENC.ELIA FARINOSA MALOSMA LAL/RINA MIMLILVS AURANTIAC.US OPTIJNTIA LITTORAL.IS RHUS INTEGRIFOLIA COMMON NAME NEJIII ZEALAND TEA TREE CAPE HONEYSUC.KLE J'IIHITE TRAILING ICEPLANT MYOPORIJM )IIIHITE TRAILING IC.EPLANT C.HAPARRAL BROOM CEANOTHVS SAGELEAF ROC.KROSE ElRITTLEElVSH LAUREL SUMAC. MONKEYFLOY'IER PRICKLY-PEAR CACTUS LEONADE6ERRY CSS !3RU51-1 MANGEMENT HYDROSEED MIX ~ ElOTANIC.AL NAME C.OMMON NAME ATRIPLEX CANESC.ENS HOARY SAL T6RUSH BAC.C.HARIS PILl/LARIS C.HAPARRAL ElROOM ERIOPHYLLUM C.ONFERIFLORUM GOLDEN YARROl'II GNAPHALIUM !3ICOLOR EVERLASTING !SOC.OMA MENZIESII GOLDENElU5H LASTHENIA C.ALIFORNIC.A C.OMMON GOLDFIELDS LOTUS SC.OPARIUS DEERY'lEED LIJPINVS 5UC.C.ULENTU5 AR.ROY A LUPINE MIMLILUS AURANTIACL/5 MONKEYFLOY'lER NASELLA PULCHRA PURPLE NEEDLE GRASS NA55ELLA LEPIDA FOOTHILL NEEDLEGRASS C.EANTH05 GLORIOUS C.ALIFORNIA LILAC. PHACELIA RAM05l55MA !3RANCHING PHAC.ELIA PLANTAGO INSULAR.IS PLANTAGO TOTAL SIZE QTY I GAL 5GAL FLATS 12" O.C.. I GAL 24" O.C.. FLATS 12" O.C.. I GAL 2"1 I GAL 2 I GAL I I GAL 2 I GAL 12 I GAL 21 I GAL 20 I GAL 2 % % L!3S/ PURE GERM AC 15 50 9.0 2 40 .5 90 60 0.5 10 25 1.5 20 40 9.0 50 60 0.5 '10 e,o 9.0 qe, 80 1.0 5 iO 1.0 '10 60 4.0 '10 60 1.5 e,5 50 20.0 '10 iO 1.5 qe, e,5 20.0 42.0 NOTE: WHERE 24" AND 12" NO IRRIGATION ZONES ARE SHOWN ON THE PLANS ADJACENT TO 1 GALLON GROUND COVERS. THE CONTRACTOR SHALL INSTALL THE SPECIFIED 1 GALLON GROUND COVERS TO WITHIN 12" OF THE ADJACENT DECOMPOSED GRANITE TRAIL WHERE 1 AND 5 GALLON SHRUBS ARE SHOWN ADJACENT TO THE DECOMPOSED GRANITE TRAIL. CONTRACTOR SHALL INSTALL GAZANIA 'MOONGLOW FROM FLATS AT 12" ON CENTER FROM THE BASE OF THE SHRUBS TO WITHIN 12" OF THE DECOMPOSED GRANITE TRAIL EDGE. CONTRACTOR SHALL INSTALL APPROPRIATE IRRIGATION NOZZLES TO PROVIDE IRRIGATION TO THESE PLANTINGS. FOR Pl.ANTING DETAILS SEE SHEET 16 FOR PLANTING SPECIFICATIONS SEE SHEET 26 i _t, -· 6' ·- cf\ -----.. .. I ' APPROVED FOR PLANTING r.:~\}J'l~~ "AS-BUILT " PlANT!N(; l£(;£!(!) ,t NOTES FO/?:' -BENCHMARK.:-------tl-=:_=:_t_=:_~+:_=:_=:_=:_-:_-:_--:_-=--_-=--_-=--_-=--_-=--_-=--_-=--_-=--_-=--_-l_-=--_~-L-=---~+=--=----=...l-:_~4~-~-----.v~-.,--,,..,,..,,------+l---l--~~___:_~ ROBERTSON RANCH . ..t::, ~~ PA I 4 c.r. o?-o.J -.l r AND IRRIGATION ONLY, DATE: 041051'0 •• HO w ARD ♦ ♦ J'o/(1 -~~~i\ DRAl"IN BY, JEH/MM ♦ • ♦ ♦ ll! ,;,\._V ~ 0 0 INCLUDING PRECISE JOB NIJMBER,5049.0I + + + A S S O CI ATES ♦ ¼ Ll~,•~n : --·· ··tOCATION-OFPLANTIN-G·---·--·-····--··-·•·· .. ···· .. ·· .. ··l·an.dscape...ar.ch.it.e.cture __ . ~ -, o ..... J..,. ·- F(LE: !l8!UI .1,.. • .._ .. dil!<&o dri..,e a-aite 350 ••u. diC!t'O ir-11. Q2198 ~•~•2.= ~~EXP.DATE~#; AREAS. REVISIONS, OF CAI,..\~ R.LA. EXP.---- REVIEWED·BY: ··· · ·· ·-· -·--·· ·-· ~ INSPECTOR DATE DATE DESCRIPTION: · STAMJARO 11-fO STRt:£T CENTEMJNE: LOCATION: MlL t,/ONf.H/ENT CENTEMJNE: OF El CAt,//NO RE:Al AT ENGINEER'S STA 7lON -61+92 PD? R.S 1800-1 -. . ----------------·-------· ----------'' RECORD FROM! CWNTY BENCH l£J/El.S (No. COfJNTY 'IEJ?T. . CONTROl OA TA} ELEVATION: 68.479 OAllN: 1/.S.C. ,t G.S. l----1----;----------------1----1-----1----1---1IAP~P~R=o_v_Eo_,_._e=.:'7;:,::,.i.J--=='""'-...._'-'l-___ I ~ /1-:-K+ C:.r-~l oi ~DA-zt,TE•)"" PLANNING . DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITII\L OTHER· APPROVAL C1lY APPROVAi. DWN BY: ---1 PROJECT NO. DRAWING NO. 2:g ~;--1 C.T. 07-03 465-4( - CMWD_-__ -·· --·------------ i ! I I i ! --! 8 (A) Vine Planting 0 @ ® VINE ATTACHED TO SURFACE OF l"IALL OR FENCE l"IITH VINE TIES EXISTING l"IALL OR FENCE PLANT 50 THAT CROl"IN 15 I" ABOVE FINISH GRADE 4" l"IA TERING BASIN PLANT TABLETS PER PLANTING NO,Ei> OR SPECIFICATIONS FINISH GRADE BACKFILL MIX PER PLANTING NOTES OR SPECIFICATIONS 2X ROOTBALL DIAMETER UNDISTURBED NATIVE SOIL ROOTBALL NOTTO SCALE 0 . . . J :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5EC,TION NOT TO ¾ALE NOTE, ALSO SEE TREE STAKING DETAIL 0 TREE OR 5HRUl3 ROOTBALL 0 DIG HOLE 2X l"IIDTH AND DEPTH OF ROOTBALL AND FILL l"IITH l"IATER AND ALLOl"I TO PERCOLATE INTO SUBSOIL. ® FILL HOLE l"IITH 6" DEPTH NATIVE BACKFILL MATERIAL. TAMP AND MOUND 5Ll6HTLY. 0 SET ROOT BALL IN HOLE 50 THAT ROOT CROl"IN 15 I" ABOVE FINISH GRADE. 0 REPLACE BACKFILL MATERIAL (PER SOILS "LI ORI) UP TO 2/9 THE HEIGHT OF THE ROOT BALL, TAMPING AND SETTLING AROUND REMAINING 1/9 OF ROOT BALL. © CREATE IRRIGATION BASIN A MINIMUM OF 6" BEYOND SIDES OF ROOT BALL. 0 IRRIGATE FROM TOP TO SETTLE BACKFILL AND BERM, FILLING BASIN. © FINISH GRADE 0 FERTILIZER TABLETS PER SOILS REPORT ~ SLOPE AT REAR OF PLANTING PIT TO BE v:::;J GRADED TO A MAXIMUM I, I SLOPE ® INSTALL EROSION CONTROL FABRIC ON PLANT PIT SLOPES GREATER THAN OR (B ),__T_re_e_lS_h_ru_b_P_l_a_nt_in_g ___ E_au_AL_2_" _______ _ I I I I I I 2 ,. C) I ' C) Ir 0 ' -, . ,. PLAN VIEl'll NOT TO ¾ALE . , 18" ELEVATION NOT TO 5CALE 5 ,, . 4 ,. 0 ROOT BARRIER, 1q" DEEP "BIO-BARRIER" 0 PAVED SURFACE ® FINISH GRADE 0ROOTBALL ®TREE TRUNK , D ~ Root Barrier "'-_.,j NOTE, ROOT BARRIER TO BE UTILIZED JIIIHEN I REE r5 LOCATED JIIIITHIN 5' OF HARDSC-APE NOTTO SCALE PREVAILING JIIIIND 6" MIN. AXIS SECTION NOT TO ¼ALE 0 TREE PLANTED PER DETAIL 0 STAKE BELOJIII CROl"IN OF TREE ® "l"IONDER TREE TIES" OR APPROVED EQUAL. SEC,l/RE JIIIITH 16d GALVANIZED NAIL (3 TOTAL) 0 2" DIAME I ER X 10' LONG LODGEPOLE PINE STAKE (2 TOTAL) ® ROOTBALL © SLOPE AT REAR OF PLANTING PIT TO BE GRADED TO A MAXIMUM 1:1. 0 INSTALL EROSION CONTROL FABRIC ON PLANT PIT SLOPES GREATER THAN OR EQUAL 2:1 NOTE, ALSO SEE TREE/SHRUB PLANTING DETAIL Tree Staking (For Trees 15 g. Size and Larger) EQUAL 7 NOT TO SC.ALE ( E) Grounclcover Spacing - l GROUNDGOVER PLANTED PER PLANTING, LEG,ND FOR Pl.ANTING LEGEND & NOTES SEE SHEET07 ----=--------------, -t. -cc t----+--+-------------+--+--+--+---; LO_[! c1r1lA2rG £~BAD W (;' =-- ~-:-----+-,--------------.-------------------------:::::::=~;:--,----=------=-==-=--=----,lllfTl'.rtTTTirT'lffl--:---------t-=--=--=--=-t-=--=--=-t-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-1-=--=--=--=-t-=--=--=-1-=--=--=--=-t-=--=-~-i+l'l.ANT/N6JJ£TA//.S_fOH.-___________ rl-t---------v.'-y-----_-_; ~ "AS--BUILT " K~,NL~ ROBERTSON RANCH - - APPROVED FoR PLANTING O ~4i-_:r-~9:-DESCRIP110N! STANfJA/rfJl,f-f{)Sl'!clITCENTEJ?UNE DA 14 -AND IRRIGATtON ONLY. DATE, 04I05 /tO + : H -WARD: : ~,~'\,/·'!-:. lllli. l,f{x,I/JAIENT -,/-i C.T. 07-fJJ -· --------·---------L6~£i1~~AINR_gEFA-PS:. c;~~f NG-s~,;:;: : :_ : ;\~n t?. ,s :~J.~ ;~ .:;. __ t~N ~?\;; -_:_~-EW-ED_BY_,_EX'_P_. :::::-DATE :~TION: --~¥f{#P~~~ --. -~====~===:==========================:====~===:====~==~ 1..,,7,..,.;,.,,.N~"",:-=--E-D: __ ~!t--Jc.-,-~ -~~--E::ll=-o~:J\-~---~~\O I --·--- REVISIONS< ....... -~ ..... drl•• ···-.................. ,,. ,.. .... :~· vr ..,,....~ RECORD FROM: = ~l.E'l[lS (NO. CO(fNTY 'IERT. DATE INITIAL REVISION DESCRIPTION I-OTH_DA_JERE~--~p:.-IT-alAl,-+--"'c-:-A--P-,;,-~-,..-1 I ~RVWW~DDBYBY~·.' 11 C. T.ROJ07 N03 1 _Dr;_;;_.:_;l_o. INSPECTOR DATE ELEVATION! 68.47!1 OAll/1,I: tl.S.C. & C.S. ENG!NE!"R Of WORK ~ "v•~ ", ~ . . . _ --C CMWD_-__ -~~ ------------------------~~ ------------=--=~---------------------------------------------------------------------------------------------~ ---------------- I I I I I I I I I I I I I I I I I I I I / / EX15TIN5 5LOPE TO REMAIN __ _, -PROTECT IN PLACE. PER DY'IG# 44i-:3A ~-------70 - ----- 1 86 88.0 , ti/ 85.7 g I 84.3 87-<-- ti 2 • 87.1/ 86.5 • I 0-U 63,342 Sq Ft T.45 Ac. 90' i 83.5 86.3 83.0 ------------ 5 86.6 82.0 ---- 81.5 --- FRONT YARD LANDSCAPING FOR PA 14 SHALL UTILIZE THE SAME LANDSCAPE CONCEPTS AS APPROVED FOR PA 16 AS SHOWN ON PLANS PUD 06-12(A). ,I 17 H. 0. A.---... 16 81.f - l I ,,---PARKYIIAY PLANTINtS PER Dl'IIG # 45:3-e>L. PROJECT # CT 04-26 13 \ ' ' I l I CIT_ Y OF CARLSBAD I I SHEETS I ~-----i----------------------------------------------------------N,octh ______ Scale_t"'_=_30" 1----1---1--------------l---l---l--_c_J>----I PLANNING DEPARTMENT -14 --, --------i---t-'---t----------------~-~~---+--+--+-~-~~:================= !-+----------~ ..t. r-"AS-BUILT " BENCHMARK: ---DESCRIPTION: STNHJAHfJ 11-'fO S!Rfl. I rDfT£Ht:INr ll(lJ_ MONt/M£NT RECORO FllOM, CWNTI' BENCH lOEZS (NO. COfNTY 'IEJi'T. CONTROl. OATA} ._I_NS_P_EC_To_R ________ o_A_JE _ _, EI.EV,\TION, 68.-179 OA~ ll.S.C. 4-r;,s. 1----1---1--------------1---l---1--_c_i>----I Pl.ANTING Pl.ANS FOH: DATE INIT1AL ENGINEER Of" WORK REVISION DESCRIPTION ROBERTSON RANCH PA 14 /"l,/11/n C.T. 07-0J - -j I I j SECTION 02483-LANDSCAPE FINISH GRADING ANO P!.ANTING 1.GENERAL THE GENERAL AND SPECIAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF TI-IIS SECTION AS THOUGH WRITTEN HEREIN. 2. SCOPE OF WORK 2.1 FURNISH ALL LABOR MATERIALS, AND EOUIPMENTTO PROVIDE AND INSTALL SOIL PREPARATION, FINISH GRADING, AND PLANTING AS DESCRIBED HEREIN AND UPON Tl-IE PLANS. 2.2 THE CONTRACTOR SHALL ADEQUATELY Pl<O I ECTTHE WORK.ADJACENT PROPERTY, AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY, AND LOSS DUE TO HIS ACTS OR NEGLECT. 2.3 WORK NOT INCLUDED: ROUGH GRADING AND DRAINAGE. 3. SAMPLES. TESTS. AND INSPECTIONS 3.1 THE SOURCE OF THE P!.ANTMATERIALSHALL BE FURNISHED IF REQUESTED BY THE LANDSCAPE ARCHITECT. 3.2 ANY SAMPLING, TESTING, OR INSPECTION COSTS OF MATERIALS ARE TO BE BORNE BY Tt!E CONTRACTOR, AND COPIES OF INSPECTION CERTIFICATES, REQUIRED BY LAW, SHALL BE FURNISHED TO THE OWNER WITI-IOUT CHARGE. 3.3 THE LANDSCAPE ARCI-IITECT MAY. AT THE OWNER'S REQUEST, VISrTNURSERIES AND TAG SPECIFIC TREES FOR INSTALLATION. 4. MATERIALS PLANTS, 4.1 NOMENCLATURE: SEE PLANT MATERIALS LABELED ON LANDSCAPE PLANTING PLAN. 4.2 CONDITIONS: PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEALTHY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS OR THEIR EOOS. EXCESSIVE ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS, AND SHALL HAVE HEALTHY, NORMAL ROOT SYSTEMS, WELL FILING TI-IEIR CONTAJNERS. Btrr NOT TO THE POINT OF BEING ROOT BOUND. TREE TRUNKS St-lALL BE STURDY AND WELL HARDENED-OFF. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT AS AtrrHORIZED BY Tl-IE LANDSCAPE ARCI-IITECT. IN NO CASE SHALL TREES BE TOPPED OR PRUNED BEFORE DELIVERY. PLANTS SHALL BE GROWN IN NURSERIES WHICH HAVE BEEN INSPECTED BY THE STATE DEPARTMENT OF AGRICULTIJRE AND HAVE COMPLIED WITH ITS REGULATIONS. 4.3 IDENTIFICATION: PLANTS SHALL BE OF THE VARIETY AND SIZE REQUIREMENTS HEREIN. ONE OF EACH BUNDLE OR LOT SHALL BE TAGGED WITH PLANT NAME IN ACCORDANCE WITI-I RECOMMENDATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. 4.4 SUBSTITtrrlON5: SUBSTITUTIONS FOR THE INDICATED PLANT MATERIALS MAY BE PERMITTED, PROVIDED Tl-IE SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE BY THE LANDSCAPE ARCHITECT AND CITY LANDSCAPE INSPECTOR AND THE SUBSTITUTIONS ARE MADE AT NO ADDITIONAL COST TO THE OWNER. EXCEPT FOR THE VARIATIONS SO AUTI-IORIZED, ALL SUBSTITUTE P!.ANT MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN TI-IOSE INDICATE OR SPECIFIED, 11-!E CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITI-I THE PROVISIONS OF THE CONTRACT. 4.5 PLANT INSPECTION AND REJECTION: ROOT CONDrTION OF PLANTS WILL BE DETERMINED BY THE LANDSCAPE ARCHITECT THROUGH THE REMOVAL OF EARTH FROM Tl-IE ROOTS OF AT LEAST TWO PLANTS BUT NOT MORE THAN 2% OFll!E TOTAL NllMBER OF SPECIES FROM EACH SOURCE. 5. MATERIALS 5.1 SOIi.AMENDMENTS: ALL AREAS TO BE PLANTED AND IRRIGATED WHICH ARE LESS THAN 3:1 IN SLOPE ASPECT SHALL RECEIVE SOIL AMENDMENT$, UNLESS OTHERWISE NOTED. Tl-IE FOLLOWING SOIL AMENDMENTS ARE TO BE USED AS THE BASIS FOR BJDS. ONCE ALL SITE IMPROVEMENTS ARE IN PLACE AND APPROXIMATE FINISH GRADES ESTABLISHED, THE CONTRACTOR SHALL FURNISH TO THE OWNERASOILS REPORT MADE FROM THE SURFACE AND SUBSURFACE (18" BELOW GRADE) SOIL BY SOILS AND PLANT LABORATORY, P.O. BOX 11744, SANTA ANA, CAllFORNIA92711; (714) 558-8333. THE REPORT SHALL INCLUDE Pl-I, N.P.K., SAR. ECE, BORON LEVELS. AND SOIL PARTICLE EVALUATION. LANDSCAPE ARCHITECT & CITY JNSPECTOR SHALL REVIEW &APPROVE THIS REPORT PRIOR TO COMMENCEMENT OF SOIL PREPARATION OR PLANTING. GENERAL SOIL PREPARATION, AMOUNT PER 1,000 SQUARE FEET: A. NITROGEN STABILIZED ORGANIC AMENDMENT, 3 CY. YDS., DERIVED FROM COMPOSED REDWOOD SHAVINGS OR FINELY GROUND FIR OR REDWOOD BARK. SHALL CONTAIN A MINIMUM 0.5 % AVAILABLE NITROGEN. B. 200 LBS. GRO-POWER PLUS (SO. CAL ORGANIC FERTILIZER COMPANY), C. 200 LBS. AGRICULTURAL GYPSUM. D. 10 LBS. SOIL SULFUR. 5.1.1 BACKFILL MIX: A. 6 PARTS BY VOLUME 0111-SITE SOIL B. 4 PARTS BY VOLUME ORGANIC AMENDMENT PER ABOVE. C. 10 LBS. GRO-POWER PLUS PER CU. YD. OF MIX. D. 2 LBS. IRON SULFATE PER Cl.I. YD. OF MIX. E. 10 LBS.AGRICULTURAL GYPSUM PER CU. YD. OF MIX. 5.1.2 A COPY OF DELIVERY SLIPS ON All MATERIALS USED ON THE PROJECT SHALL BE DELIVERED TO THE OWNER. 5.1.3 SUBSTITUTIONS Will NOT BE PERMITTED EXCEPT WHEN PROOF OF SUBMITTED THAT ANY MATERIAL SPECIFIED IS NOT OBTAINABLE. All SUBSTlllJTIONS ARE SUBJECT TO REVIEW BY THE OWNER. 5.2 TREE STAKES: TREE STAKES SHALL BE 2: IN DIAMETER BY 10' LONG NEW PINE LODGE POLES TREATED WITH COPPER NAPTHENATE UNLESS OTHERWISE NOTED. 5.3TIES: 5.3.1 PER PLANTING DETAIL. 5.4 IMPORT SOIL OR TOPSOIL: 5.4.1 NATURAL FRIABLE SOJL POSSESSING THE SAME CHARACTERISTICS OF THE EXISTING SITE SOIL. PROVIDE SOIL FREE FROM SUBSOIL, BRUSI-I, OBJECTIONABLE WEEDS, ROCKS, ORGANIC OR INORGANIC DEBRIS, AND CLAY. THE SOIL SlfALL BE FREE OF ANY TOXIC SUBSTANCES, ORGAJIIIC OR INORGANIC, SOIL STERILANTS, SALTS; AND NO SOIL REMOVED FROM ROAD BED EXCAVATIONS. 5.4.2 THE CONTRACTOR SHALL FURNISH UPON THE REQUEST OF Tt!E LANDSCAPE ARCHITECT A SOILS REPORT MADE FROM THE INTENDED IMPORT BY SOIL AND PLANT LABORATORY. SEE SECTION 5-A OF TI-IESE SPECIFICATIONS. THE REPORT SHALL INCLUDE PH, N.P.K. SAR. ECE. BORON LEVELS. AND SOIL PARTlCI.E EVALUATION. ANY SOILS 1MPOR: I ED TO SITE AND FOUND TO BE UNSUITABLE BY THE LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE SITE AND REPLACED WITH AN APPROVED SOil.AT THE CONTRACTOR'S EXPENSE. Tt!E CONTRACTOR SHALL PAY ALL EXPENSES FOR SOIL TESTING OF IMPORTMATER,ALS. 6.3.2 FINISH GRADE FOR ALL LAWN AREAS SHALL BE 1" BELOW SIOEWALKSAND CURBS. EXCEPT AT LOCATIONS THAT DRAINAGE WATER WILL FLOW ONTO OR ACROSS HAROSCAPE. CURBS OR PAVING. AT THESE CONDITIONS, Tt!E GRADE SHALL BE FLUSH OR NOT MORE THAN 1/4" BELOW HAROSCAP1NG. FINISHED GRADES SHALL BE OF UNIFORM SLOPE AND GRADE BETWEEN POINTS OF FIXED ELEVATIONS OR ELEVATION CONTROLS. AND FROM SUCI-I POINTS ESTABLISH GRADES. 6.3.3 ALL FINISI-I GRADES SHALL BE FLOATED TO ASSURE A UNIFO-SURFACE WITHOtrr IRREGULAR DIPS OR RIDGES. ALL TURF AREAS SHALL BE FLOATED WITH A MINIMUM 4"WIDE FLOAT AND GRADED AWAY FROM THE ESTABLISI-IED FLOWLINE. ROLL All PROPOSED TURF AREAS AND REFLOATTO ELIMINATE DEPRESSIONS, 6.3.4 CONTRACTOR SI-IALL BE RESPONSIBLE FOR BRINGING ALL PLANTING AREAS TO FIMSH GRADEAFTERSOILPREPARAllONWI-IICHSt-lALLBE1"BELOWPAVINGANDCURBSORASNOTED BY SPOT ELEVATIONS. SPECIAL ATTENTION SHALL BE GIVEN TO MAINTAINING CONTINUOUS AND EVEN FLOWllNES, AND DRAINAGE AWAY FROM STRUCTURES, TO DRAIN INLET OR OtrrLETS. GRADES SI-IALL BE ESTABLISHED TO DRAIN ALL WATER AWAY FROM STRUCTURES BEI-IIND WALLS. WHEN DRAINAGE IS DIFFICULT TO ACHIEVE, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST A SOLtrrlON BEFORE CONTINUING. GRADE IN SHRUB AREAS SHALL BE ESTABLISHED PRIOR TO PLANTING TO ENSURE PROPER FINAL PLANTING liEIGHT5. 6.3.5ALL FILL AREAS AND CONSTRUCTED BERMS OR MOUNDS SHALL BE COMPACTED IN EVEN LEVELS TOA MAXIMUM COMPACTION OF 80%. 6.4 SPACING: WI-IEN Pl.ANT MATERIAL IS SPACED IN ROWS, Tt!E TOTAL DIMENSION SHALL BE VERIFJED AND THE PLANTS EQUALLY SPACED WJTI-IIN Tt!E DESIGNATED AREA. WHEN PLANT MATERIAL IS SHOWN IN A LOOSE PATTERN, Tl-IE CONTRACTOR SHALL SPACE Tt!E MATERIALAS SHOWN ON PLANS ORAS DIRECTED BY LANDSCAPEARCI-IITECT. GROUND COVER MATERIAL SlfALL BE TRIANGULARLY SPACED PER DIMENSIONS INDICTED ON PLANS (WHERE APPLICABLE). 6.5 PLANT PITS: P!.ANT PITS SHALL BE DUG WJTI-I LEVEL BOTTOMS WITH WIDTHS AND DEPTHS AS SHOWN IHDETAIL DRAWINGs. PITS FOR TREES SHALL BE DUG SQUARE. FILL PITS WITH WATER AND ALLOW TO DRAIN Otrr. PLANT HO!.ES DUG BY AUGER METI-IOD Will BE ACCEPTABLE, BUT SHALL HAVE SIDE WALL ROUGHENED OR SQUARED WITH A SHOVEL SLICK PIT WALLS CAUSED BY AUGERING IN TOO WET SOIL WILL NOT BE ACCEPTED FOR PLANTING. 6.6 REMOVAL FROM PLAS'TlC CONTAINERS: ALL CONTAINER STOCK SHALL BE REMOVED FROM CONTAINER IN SUCH A WAY AS TO NOT DISTURB Tl-IE ROOT BALL. TAP CONTAINER AROUND ALL SIDES AND BOTTOM TO LOOSEN SOil FROM CONTAJNER. TURN CONTAJNER UPSIDE DOWN AND CAREFULLY SLIDE OUT WITHOUT PULLING ON Tl-IE P!.ANT S"TEM OR TRUNK. ROOT BALL SHALL BE SUFFICIENTLY MOIST TO PREVENTDISll.lRBANCE OF ROOTS UPON REMOVAL OF THE CONTAJNER. 6.7 HANDLING: NO Pl.ANT MATERIAL SlfAll BE PLANTED IF THE BALL IS BROKEN OR CRACKED EITHER BEFORE OR DURING THE PROCESS OF PLANllNG. 6.8 SETTING: PLANTS SHALL BEAR SAME RELATION TO SOJl LEVEL WHEN PLANTED AS Tt!EY DID WHEN IN CONTAJNER. EACH PLANT SHALL BE PLACED IN CENTER OF P!.ANT PIT. NO PlANllNG SHALL OCCUR DURING WEATHER CONDITIONS WHICH ADVERSELY AFFECT PLANT MATERIAL OR WHEN SOIL IS IN A MUDDY CONDITION. 8.9 PIT BACKFILL PROCEDURE: 6.9.1 PLACE AGRIFORM 21 GRAM PLANT TABLETS IN BOTTOM OF PLANT PITS, ADI-IERING TO THE PLANTING NOTES. 8.9.2 BACKFILL PIT WITtl BACKFILL MIX HALF-WAY TO FINISI-I GRADE AND WATER TI-IOROUGHL Y. 8.9.3 BACKFILL TO FINISI-I GRADE. BACKFILL MIX SHALL BE TAMPED FIRM, AND A SHALLOW BASIN FORMED AT PERIMETER OF PLANT PIT TO HOLD ENOUGH WATER TO SATURATE THE ROOT BALL ANO BACKFILL MIX. 6.9.4 WATER IMMEDIATE!. YTO SATURATE ENTIRE ROOT BALL AND BACKFILL 6.9.5 REMOVE WATERING BASINS PRIOR TO HYDROSEEDING (IN LAWN AREAS ONLY). 6.10 TREE STAKING: STAKE ALL TREES AS SHOWN IN DETAILS. DRIVE STAKES INTO ARM SOIL NEXT TO ROOT BALL AND BACKFILL WITH PREPARED SOIL MIX. TREE AND STAKES SHALL BE VERTICAL IN ALL CASES. ONE GALLON AND LINER TREES SHALL BE Pl.ANTED WITH STAKE REMOVED, UNLESS OTHERWISE DIRECTED. 8.11 FLATTED GROUND COVER: 8. 11.1 ROOTED CUTTINGS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVERALL ROOTS AND SPACED AS SPECIFIED ON LANDSCAPE PLAN. 6.11.2 GROUND COVER PLANTS {ROOTED CUTTINGS) SHALL HAVE BEEN GROWN IN FLATS AND SlfALL REMAIN IN THOSE FLATS UNTIL TIME FOR TRANSPLANTING. AT TIME OF TRANSPLANTING, THE FLAT SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT THE SOIL DOES NOT FALL APART WHEN LIFTING PLANST FROM FLAT. EACH PLANT SlfALL BE PLANTED WITH ITS PROPORTIONATE AMOUNT OF THE FLAT SOIL IN A MANNER THAT WILL ENSURE A MINIMUM OF DISTURBANCE TO THE ROOT SYSTEM. 6.11.3 ROOTEDCtrrllNGS SHALL NOT BE ALLOWED TO DRY OUT BEFORE OR WI-IILE BEING PLANTED. W!L-reD PLANTS St-lALL NOT BE ACCEP I ED. 6.11.4 AT TIME OF PLANllNG ALL GROUND COVER PLANT$, THE EARTH AROUND EACH P!.ANT SHALL BE FIRMED SUFFICIENTLY TO FORCE OUT ALL AIR POCKETS. 8.11.5 EACH GROUND COVER PLANT SHALL BE PLANTED WJTI-I A MINIMUM OF ONE 5 GRAM 20-1~ PLANT TABLET ADJACENT TO ROOT ZONE. 6.12 MULCHING: WHEN PlANllNG OPERATIONS ARE COMPLETE AND SHRUB AREAS HAVE BEEN RAKED AND DRESSED, MULCH ALL SHRUB ANO TREE WA-reRING BASINS WITH A 1• LAYER OF GROUND RR BARK (0-1/4" SIZE). DO NOT MULCH PLANTED GROUND COVER AREAS PRIOR TO PLANTING GROUND COVER OR HYDROSEEDING. DO NOT MULCH TREES IN TURF AREAS. All NON-TURF PLANTING AREAS LESS STEEP THAN 3:1 SHALL RECEIVE A 3" THICK LAYER OF MULCH. SUBMIT SAMPLE TO crrY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO THE JOB SITE. 6.13 QUANTITIES: IN ALL CASES, QUANTmES OF PLANT MATERIAL SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK AS INDICATED ON DRAWING$, INCLUDING RESEEDING, REDRESSING, AND MAJNTENANCE (REPLACEMENTS) DURING THE CONTRACT PERIOD. 8. 1,. PRO i E<,; 1TON: THE CONTRACTOR SHALL CAREFULLY AND CONllNUOUSL, PRO I ECf ALL AREAS INCLUDED IN THE CONTRACT, INCLUDING LAWN AREAS, PLANT MATERIALS, SUPPORTERS, ETC., UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER OR HIS REPRESENTATIVE. 6.15 CLEAN-UP: AFTERALL PLANTING OPERATIONS ARE COMPLETED, CONTRACTOR SHALL REMOVE ALL TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, OR OTHER ACCUMULATED DEBRIS FROM THE SITE AT NO EXIRA COST TO OWNER. CONTRACTOR SHALL REPAIR ALL SCARS, RtrrS. OR MARS IN AREA CAUSED BY WORK OPERATIONS. AREAS SHALL BE LEFT IN A NEAT AND ORDERLY CONDITIONS. 6.16 INSPECTIONS {PLANTING PHASE): 6.16.1 CONTRACTOR SHALL GIVE FORTY-EIGHT HOURS NOTICE AND SET APPOINTMENT FOR ALL REVIEWS BY THE LANDSCAPE ARCHITECT. 6. 18.2 REVIEW BY OWNER AND LANDSCAPE ARCI-IITECT AND CITY INSPECTOR SHALL BE SCHEDULED FOR THE FOLLOWING OPERATIONS: 6. INSTALLATION A. REVIEW OF FINISH GRADING 6.1 SCHEDULING: PLANTING SHALL NOT COMMENCE UNlll COMPLETION OF ALL CONSTRUCTION B. REVIEW OF ALL PLANT MATERIAL PRIOR TO PLANTING. 6.19 ESTABLISHMENT PERIOD: 6. 19.1 CONTRACTOR SHALL CONTINUOUSLY MAINTAJN ALL AREAS INCLUDED IN Tt!E CONTRACT DURING THE PROGRESS OF Tt!E WORK, THROUGH THE ESTABLISHMEIIIT PERIOD, AND UNTIL FINAL ACCEPTANCE OF Tl-IE WORK. 8.19.2 THE ENTIRE PROJECT SHALL BE MAINTAINED IN A SATISFAC I Ofrr <.X)NDITION FORA PERIOD OF NINETY CALENDAR DAYS. COMMENCING FROM Tl-IE TIME ALL ITEMS OF IRRIGATION AND LANDSCAPE PLANllNG WORK HAVE BEEN COMPLETED AS SPECIFIED IN Tt!E FOREGOIHG ARTICLES OF THESE SPECIAL PROVISIONS TO THE SATISFACTION OFTNE LANDSCAPE ARCHITECT, AND UPON THOROUGH GERMIIIIATION OF THE HYDROSEED AREAS AS DETERMINED BY THE LANDSCAPE ARCHITECT. 6.19.3 ESTABLISHMENT WORK INCLUDES ALL MOWING, WATERING, WEEDING, RESEEDING, MULCI-HNG, CULTIVATING, SPRAYING, AND TRIMMING NECESSARY TO BRING THE PLANTED AREAS TO A HEALTHY GROWING CONDITION, AND ANY ADDITIONAL WORK NEEDED TO KEEP THE AREAS NEAT, EDGED, AND ATTRACTIVE. 6.19.4 WATER GRASS UNTIL ACCEPTANCE OF WORK. THE AREAS SHALL BE KEPT MOIST, BUT NOT GLISTENING WET, UNTIL TIME FOR THE FIRST CUTTING OF GRASS. AFTER FIRST CUTTING, WATER LAWN TO MAJIIITAIN A THRIVING CONDl110N. RESEEDED AREAS THAT DO NOT SHOW PROMPT GERMINATIOIII SHALL BE AGAIN RESEEDED AT TEN DAY INTERVALS. THE CONTRACTOR SlfALL MAINTAJN THE LAWN AREAS UNTIL AN EVEN, CLOSE STAND OF GRASS HAS BEEN OBTAINED AND FOR AT LEAST THIRTY DAYS. 6.19.5 DURING THE PLANT ESTABLISHMENT PERIOD, ALL PLANTS AND PLANTED AREAS SHALL BE KEPT WELL WEED-FREE AT All TIMES. WEEDS. DALLAS AND JOHNSON GRASS. AND BERMUDA GRASS SHALL BE REMOVED AND DISPOSED OF. PAY SPECIALATTEIIITION TO WATERING SLOPES PLANTED IN LAWN ON THE WINDWARD AND/OR SUNNY SIDE SO THAT LAWN Will BE ADEQUATELY WATERED AT ALL TIMES. 8.19.6 Tl-IE LAWNS SHOULD BE EDGED WI-IENEVER NECESSARY. THE GRASS SHALL BE MOWED WITH SHARP AND ADJUSTED MOWERS BEFORE IT EXCEEDS TIN HBGHT. Tl-IE GRASS WILL BE CUT TO NOT LESS THAN 1", AND DURING THE PERIOO OF MAINTENANCE, Tl-IE GRASS WILL NOT BE ALLOWED TO EXCEED TIN HEIGHT. 6.19.7 IMMEDIATELY AFTER THE FIRST CUTTING OF GRASS, WHEREVER A LAWN AREAS IS BOUNDED BY TREES OR SHRUSS. THE EDGE OF THE GRASS SHALL BE TRIMMED TO A NEAT AND UNIFORM LINE AT A DISTANCE OF APPROXIMATELY 'l' FROM Tl-IE TREES OR SHRUBS. WHERE MOW CURB EXISTS, TRIM TO MOW CURB. WI-IERE TREES OR SHRUBS OCCUR IN GRASS AREAS, Tl-IE GRASS SlfALL BE TURNED UNDER AND NEATLY EDGED 18" AWAY FROM THE PLANTS. THE LAWN EDGES SHALL BE MAINTAINED A NEAT CONDITION UNTIL ACCEPTANCE OF THE WORK. 8.19.8 WORKMEN SHALL NOT BE ALLOWED TO WORK ON GRASS AREAS UNNECESSARJLY BEFORE, DURING, AND AFTER SEEDING OPERATIONS. GRASS AREAS THAT HAVE BEEN DAMAGED OR COMPACTED SHALL BE RECULTIVATED AND RESEEDED AT THE CONTRACTOR'S EXPENSE. 8. "19.9 ANY DAY THE CONTRACTOR FAILS TO ADEQUATELY WATER. REPLACE UNSUITABLE PLANTS, WEEDS, AND OTHER WORK DETERMINED TO BE NECESSARY BY THE OWNER, WILL NOT BE CREDITED AS PART OF THE ESTABLISHMENT PERIOD. 6.19.10 DURING THE ESTABLISHMENT PERIOD, ANY P!.ANT INDICATING WEAKNESS OR PROBABILITY OF DYING, SHALL BE REPLACED BY THE CONTRACTOR AT I-HS OWN EXPENSE. 6.19.11 ALL BASINS AROUND SHRUBS AND TREES SHALL BE MAINTAINED AT A FOUR INCH DEPTH THROUGHOtrr ESTABLISHMENT PERIOD, UNLESS OTHERWISE INSTRUCTED BY THE OWNER OR HIS REPRESENTATIVE. 8. 19.12 TREE STAKES WI-IICH FOR ANY REASON ARE DAMAGED OR RENDERED INADEQUATE FOR SUPPORT SHALL BE REPAIRED AND RESTORED TO THEIR ORIGINAL CONDITION. 6. 19.13 CONSTANT DILIGENCE SlfALL BE MAINTAINED TO uE I ECT I tiE PRESENCE OF DISEASE, INSECTS, ANO/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. 6.19.14ALL SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES. TALL OR SCRAOOL Y BRANCHES SHALL BE TINNED OUT WHERE NECESSARY. IN NO CASE SHALL TREES OR SHRUBS BE TRIMMED BY HEADING OR SHEARING. ANY PLANTS SEVERELY PRUNED IN THIS MANNER SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. 6.19.15 0111 Tl-IE 45TH DAY OF THE ESTABLISHMENT PERIOD, All LAWN AREAS SHALL RECEIVE TOP DRESSING OF 8 POUNDS OF 16-8-8 COMMERCIAL FERTILIZER PER 1,000 SQ. FT. 6.19.180N THE 80TH DAY OF Tl-IE ESTABLISHMENT PERIOD, ALL LAWN AND GROUND COVERAREAS SlfAll RECEIVE TOP DRESSING OF 6 POUNDS OF 16-8-8 COMMERCIAL FERTILIZER PER 1,000 SQ. FT. 6.19.17 AT COMPLETION OF ESTABLISI-IMENT PERIOD, All AREAS INCLUDED IN Tl-IE CONTRACT SHALL BE SUBSTANTIALLY CLEAN AND FREE OF DEBRIS AND WEEDS. ALL PLANT MATERIALS SHALL BE LIVE, HEALTHY AND FREE OF INFESTATIONS. 6.19.18 ANY EROSION OR SLIPPAGE OF SOIL CAUSED BY WATERING SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. 6.19.19ALL WALKS, CURBS, AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MUD, OUST, AND STANDING WATER BY SWEEPING, MOPPING, OR HOSING DOWN AS REQUJRED TO MAJNTAIN CLEANLINESS THROUGHOUT. 8.20WRITTEN NOTICE: AT THE END OF SPECIFIED ESTABLISHMENT PERIOD, THE CONTRACTOR St-lALL REQUEST FINAL INSPECTION BY LANDSCAPE ARCHITECT FOR FINAL ACCEPTANCE. ALL ITEMS OF MAINTENANCE ESTABLISHMENT PERIOD AND SPECIFICATIONS ARE SUBJECf TO FINAL APPROVAL BY THE OWNER. AFTER FINAL ACCEPTANCE IS GRANTED, CONTRACTOR SHALL PRESENT WRITTEN NOTICE TO THE OWNER THAT HE HAS COMPLETED THE REQUIRED MAINTEIIIANCE, AND THAT ANY FURTHER MAINTENANCE WILL BE THE RESPONSIBILITY OF THE OWNER. END OF SECflON SECTION IV.E -CITY OF CARLSBAD LANDSCAPE MANUAL SLOPE REVEGETATIONIEROSION CONTROL POLICIES AND REQUIREMENTS E.3-1 SLOPE PLANTING E.~1.1 SLOPE PLANTING STANDARDS SLOPES REOUIRING EROSION CONTROL MEASURES AS SPECIFIED I-IEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD#1 -COVER CROP/STRAW MAT COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT Tl-IE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RA-re AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF STRAW MAT SHALL BEAS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY Tt!E MANUFACTURER. WORK,. GRADING, SOIL PREPARATION, WEED CONTROL AND SPRJNKLER INSTALLATION. ALL C. TREE AND SHRUB PLACEMENT PRJOR TO DJGGING HOLES. CONTAJNER STOCK SHALL BE SPO I I ED ON-SITE BYTNE CONTRACTOR PER PLANS PRIORTO D. REVIEW OF GROUND COVER LINES AND MOW CURB PRIOR TO PLANllNG. STRAW MAT SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15AND APRIL 15. PLANllNG. PLANT PITS SHALL NOT BE EXCAVATED UNTIL TflE REV!EWOF PLANT LOCATIONS BY E. START OF MAJNTENANCE PERIOD/ACCEPTANCE OF INSTALLATION. THE LANDSCAPE ARCHITECT. F. FINAL ACCEPTANCE AT END OF MAJNTENANCE PERIOD. DURINGTHE REMAINDER OF TI-IEYEAR, THE COVER CROP AND/OR STRAW MAT MAY BE USED. 6.2 SOIL PREPARATION: 6.16.3 REVIEW SHALL BE CALLED FORA TEND OF All PLANTING OPERATIONS FOR THE PURPOSE 6.2.1 IRRIGATE SITE NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT OF DETERMINING COMPLIANCE WITH PLANS AND SPECIFICATIONS, INTENT, WORKMANSHIP, AND B. STANDARD'l/2-GROUND COVER HERBICIDE PER MANUFACTURER. REPEAT PROCESS IF REQUIRED BY LANDSCAPE ARCHITECT. CLEAN-UP. CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF REVIEW DATA.ANY ONE HUNDRED (f00%_ PERCENT OF THE AREA SHALL BE PLANTE[)W!Ttl AGROUl\l[)COVER KNOWN 6.2.2 APPLY SOIL AMENDMENTS AS SPECIFIED, EVENLY AND AT THE SPECIFIED APPLICATION CORRECTIONS REQUIRED TO WORK. AN[) LIMITS OF REVIEWED AREAS BEFORE BEGINNING THE TO HAVE EXCELLENT SOil BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF RATES. DESCRIBED ESTABLISHED WORK. FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). 6.2.3 "'R0"'1'"'0mTllL TOP6" OF SOil TO A LOOSE AND FRIABLE CONSISTENCY. 6.16.4 IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF WORK.AND SAID WORK IS 6.2.4 FINISH GRADE TO CONTOURS AN!> SPOT ELEVATIONS SHOWN ON PLANS. SUBSTANTIALLY INCOMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OWNER'S COSTS. C. STANDARD#3-LOW SHRUBS 6.2.5 AT TIME OF PLANTJNG,ALLAREAS TO BE PLANTED OR SEEDED SHALL BE FREE OF STONE$, 6.17 OMIT LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER STUMPS, ROOTS OR OTHER DELETERIOUS MATTER 1" IN DIAMETER OR LARGER AND SHALL BE 6.18 GUARANTEE: A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). FREE FROM ALL WIRE. PLASTER. OR SIMILAR OBJECTS THAT WOULD BE HINDRANCE TO PLANllNG 6.18.1 ALL SHRUSS. GROUND COVERS, AND LAWN AREAS SHALL BE GUARANTEED AS TO GROWTH OR MAJNTENANCE. AND HEALTH OF A PERIOD OF NINETY DAYS AFTER FINAL ACCEPTANCE BY THE OWNER OR HIS D. STANDARD#4-I REESANDIOR LARGE SHRUBS 8.2.6 SLOPES STEEPERTI-IAN 3:1 SHALL BE RAKED SMOOTH, BUT SHALL NOT RECEIVE SOil REPRESENTATIVE; ALL TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAJNERS) ·1• AMENDMENTS {EXCEPT IN PLANT PITs. IF ANY); UNLESS SPECIFIED ON THE PLANS. 6.18.2 PLANTS WHICH DIE OR LOSE MORE THAN 30%0F THEIR ORIGINAL LEAVES SHALL BE AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED SQUARE FEET. 6.3 LANDSCAPE FINISH GRADING: REPLACED UNDER THIS SECTION. A. 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD#'! (COVER CROP AND J\JTED). B. 4 FEET TO 8 FEET IN VERllCAL HEIGHT REQUIRE STANDARDS #1, #2, AND #3. C. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #'I, '112. ;!13, AND #4. E.3-1.2-2 SPECIAL CONDITIONS E.3-1.2-2.1 AREAS GRADED FLATTER THAN 6'1 REQUIRE STANDARD#'! (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWIHG CONDITIONS: A. SI-IEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WJTI-IIN 8 MONTHS OF COMPLEllON OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS tJE i El&INED BY THE CITY. C. IDENTIRED BYTNE CITY AS HIGHl YVISIBLEAREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATIIIENT. SECTION IV.F -CITY OF CARLSBAD LANDSCAPE MANUAL F.3-1 CONOOION A-MANUFACTURED SLOPE FIRE PROTECTION PERTAINS TO MAN MADE SLOPES ABUTTING HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION II C.1 SECTION ,._1 -MEASURED HORIZONTALLY 20' OUTWARD FROM THE Otrrl YING EDGE OF STRUCTURE(S). 1. PLANTED WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNOWNTOHAVEFIRERETARDANTQUALITIES. 2. NOTREESORSI-IRUBSALLOWED. 3, IRRIGATED. SECTION ,._2-MEASURE HORIZONTALLY 20' OUTWARD FROM THE OUTt.YING EDGE OF SECTION ,._1, 1. PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS. 2. NOTREESALLOWED. 3. IRRIGATED SECTION ~-MEASURED OUTWARD FROM Tl-IE OUTLYING EDGE OF ,._2 TO INCLUDE THE REMAINDER OF Tl-IE AREA BETWEEN SECTION ,._2 AND I-IIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION II C. HORIZONTAL DISTANCE FROM THE STRUCTURE(S) TO UNTREATED 1-HGH RISK AREAS SHALL NOT BE LESS THAN 80'. 1. PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS. 2. TREES ARE ALLOWED BUT SHALL NOT BE PLANTED CLOSER THAN 20' APART. 3. IRRIGATED.RASS A F.~2 CONDmON B • NATIVE SLOPES-WILDLAND ARE SUPPRESSION PERTAJNS TO AREAS WHERE REMOVAL OF ENVIRONMENTALLY SENSITIVE NATIVE VEGETATION IS RESTRICTED WITI-IIN THE ARE SECTIONS. SECTION B-1 -MEASURED 20' HORIZONTALLY FROM Tt!E OUTt. YING EDGE OF Tl-IE STRUCTURE(S) TOWARD THE ENVIRONMENTALLY RESTRICTED AREA AS DEFINED BY THE CITY. 1. REMOVAL OF "HIGH FUEL AND MODERATE HAZARD SPECIES" AS LISTED IN APPENDIX F.1. 2. PLANTING WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNOWN TO HAVE FIRE RETARDANT QUALITIES ORAS OTHERWISE REQUIRED BY Tl-IE CITY. 3. NO TREES OR SHRUBS ALLOWED. 4. IRRIGATED. SECTION B-2-MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF B-1. 1. REMOVAL OF "HIGH FUEi. SPECIES" LISTED IN APPENDIX F.1. 2, REMOVAL BY SELECTIVE PRUNING OF UP TO 60% OF Tl-IE VOLUME OF THE "MODERATE FUEL SPECIES" AS LISTED IN APPENDIX F.1. 3. REPLANTING WITH NATURALIZING LOW FUEL SPECIES. 4. TREES AND LARGE TREE FORM SHRUBS (E.G. OAKS, SUMAC, TOYDN) WHICH ARE BEING RETAINED SlfALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNDERSTORY PLANT MATERIAL OR 6', WHICI-IEVER IS I-IIGHER. DEAD AND EXCESSIVELY "TWIGGY GROWTI-I SHALL ALSO BE REMOVED, 5. IRRIGATED. SECTION B-3-MEASURED HORIZONTALLY 20' OUTWARD FROM THE Otrrl YING EDGE OF SECTION B-2. THE OUTER EDGE OF B-3 SHALL EXTEND HORIZONTALLY TOA POINT AT LEAST 60' FROM STRUCTURES. 1. REMOVAL OF "HIGH FUEL SPECIES" AS LISTED IN APPENDIX F.1. 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 40% OF THE VOLUME OF THE "MODERATE FUEL SPECIES-AS LISTED IN APPENDIX F.1. 3. TREES AND LARGE TREE FORM SHRUBS (E.G. OAKS, SUMAC, TOYDN) WHICH ARE BEING RETAINED St-lALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO Tt!REE TIMES Tt!E HEIGHT OF Tt!E SURROUNDING UNDERSTORY PLANT MATERIAL OR 6', WI-IICHEVER IS I-IIGHER. DEAD AND EXCESSIVELY"TWIGGY GROWTH SHALL ALSO BE REMOVED. 4. NON-IRRIGATED. APPENDIX F (VI.F)-CITY OF CARLSBAD LANDSCAPE MANUAL NATIVES ADENOSTEMA FASCICULATUM-CHAMISE ARTEMISIA CALIFORNICA-CAUFORNIA SAGEBRUSH ERIOGONUM FASCICULATUM-BUCKWHEAT SALVIA SPECIES-SAGE DOMESTICS ACACIA SPECIES-ACACIA CEORUS SPECIES-CEDAR CUPRESSUS SPECIES -CYPRESS OODONAEA VISCOSA-I-IOPSEED BUSH EUCALYPTUS SPECIES -EllCAL YPTUS JUNIPERUS SPECIES-JUNIPER PENNISETUM • FOUNT AJN GRASS PINUS SPECIES -PINE MODERA-re HAZ/IRDSPECIES HETEROMELESEARBUTIFOLIA-TOYON MALOSMA LAURINA-LAUREL SUMAC QUERCUSDUMOSA-SCRUBOAK RHUS INTEGRIFOLIA-LEMONADE BERRY AYLOCOCUCUS Bl-COLOR -MISSION MANZANITA i 6.3. 1 FINISH GRADING AFTER SOJL PREPARATION SHALL ES'TABLISH ANAL FLOW LINES AND 6.18.3 Tl-IE CONTRACTOR. WITHIN FCJuR I EE.r DAYS OF WRITTEN NOTIRCATIOIII BY OWNER, SHALL E.~f .2 AREAS OF APPLICATION (PLANTING) I GRADIENTS FOR UNIFORM WATER DRAINAGE. FLOWLINESAND GRADIENTS SI-IALL BE REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS WHICI-I FOR ANY REASON FAJL TO E.3-1.2.1 SLOPES-6:1 OR STEEPER AND: [j_[] I CITY OF C fl DT C'BAD I uT]HEEfS • ESTABLISHED FROM THE HIGI-I POINT TO THE DRAINAGE OUlt.ET ORAN INLET STRUCTURE. MEET THE REQUIREMENTS OF THE GUARAHTEE. ALL PLANT MATERIAL REPLACED SHALL BE tu\..l...:> 14 ... ----------.. -. ' ~'\i ____ T" _______________________________________ GUARANTEED.FOR_THE_ORIGINALPERIOD,_STARTING.FROM.!1-fE_DATE_OF_REP~CEMENT. ' PlANNING DEPARTMENT ~~ .---"-A_S __ =B=UIL'===T==,=,====~:--=B=E=N=CHMARK==-=--=-===-=-·------~-+--l----~~------1--1--l----~=HmNT!N(;_~c,ncA/';;;;-O.-W-R,~~-M-CH---~+-+-------.S:,,~=---- : : HO WARD.· : ~~l-t·,® .. DESCRll'IION: s:1:::fiJ..~S!Rili CENTmllNE . PA 14 C.T. 07-03 . 0 r-APPROVED FOR PLANTING r --- & '! (__,~ -~ ~ LOCATION: CEN7lJ?tJf'(E OF a CAMINO flEAl •-•-• __ AS.S_O_ C I_A_T_E S_• __ "' I.\":':'!~ ..., R.LA. -EXP. ----. _DATE_ ..... -%,l'JfNJ.f_'A~llO/V--,(-5#92 -l----+---+--------------1---+---+--_jl----l l-AP-P_R_ov_E_D,.....!'../1.,;"""":f"---lt-9:::::i..:·...,,~=\-c""'"'·tt.L... __ t;•DA"tl..JE.io I ♦ ♦ ♦ ♦ landscape architecture *~ -,Nll'.lco {~ --1,:·=.R=.~:;;·;:;~;:;--E;:;-D=BY=,===c--...;..;=======I----· -· --···· .... ... . . PLANNING . &Hlh-fD ••11; ,Hep ,t...-fu .... ue .1150 ..... , ....... 9'2lOA ~1:.2::.: ..,~ EXP. DAlE£~ RECORD FROM: corJNTY BE:NCII ~ (NO. COUNTY ~ l--==--=-l-----------------+---+---1---1---J::;;D;W;N;=;B;;Y:== __ =_ =_ =_ =_ ':;;:===P=R=OJ=E=c=T=N=o=.==:;::DRA=w=1=N=G=N=o::!p -~ ---.,~·-···-- OF CA\-1,-~'fR()l OATA} DATE INiTIAL DATE INITW.. DATE INITIAL CHKO BY: __ _ INSPECTOR DATE EtEVl\llON: 68.479 OATIJf,f; ll.S.C. & C.S. ENGINEER OF WORK REVISION DESCRIPTIOIII arnER APPROVAL crrv APPROVAL RVWD BY: L~C.:::,:_T.:__:0~7~0.~'3~.Jl=,f.=6.='5==='4.=Z:'c..i. I ' ,r--~---- i ' AND IRRIGATION ONLY, DATE, 04/05/10 ---1-NCL.UDlNG-PRECISE_ ___ _DRAl'IN B'T", ,-!~ LOCATION OF PLANTING ~.~' .o AREAS. REYl51oN5, --.c:.. t"A~/,1/n 6eNl;RAL NOTES I. TME ~TOR SHAU.. P!'W1'1::CT ALL EXISTIN6 CONSTl'WCTION FROM DAMA6E, AND 5HALL REPAIR, AT HIS COST, ANY' DAMA6E RESt.lL TIN6 FROM HIS OPERATIONS. ~TORS ON TME .x,s SHALL C.ARl'itY TME FOLLO1"1IN6 l~Nc.E, (l) l"IORKER'S c.oMPENSATION, (:2) F'IJ!3LIC. ~IVE~ LIA61LITY; AND (5} PROFERi Y OAMA<SE. IN AN EMEl'!6ENCY THREATENING, TME LIFE, SAFETY, OR ADJAc.ENT l'IIORK, TME ~TOR 15 I-IER!=6Y INSn.,JC.TED TO ACT AT HIS DISCRETION TO PREVENT 5UCI-I LOSS OR I~. TME ~TOR SMALL MAINTAIN THE FOLLO1"11N6-MINIMUM LIAelLITY COVERA6E DURING, Tl-IE ~T PERIOD; eODIL Y INJUR'T''a !11:250,000 PER INDIVIO\/AL, PER OC.C..-ENc.E, PROPERTY DAMAG,E, !11100,000 PER OC.CURRENCE, ~TE. 2. THE c.ONmACTOR SHALL c.AV5E TO eE NAMED AS ADDITIONAL INSURED IN 51/c.H ~TOR'S F'IJ!3LIC. LIAelLITY AND AllTOMOelLE LIA61LITY POLICIES TME FOLLO1"1ING,, (I} C.ALA~ HILLS ti, LLC; f-lOl"IARD ASSOC.IATES, INc.. 3. THE c.oNTRAc.TOR AcSoREES TO HOLD HARMLESS THE 01"1NER AND LANDSCAPE ARCHITECT FROM ANY C.LAIMS ARIStNG, OIJT OF HIS OPERATIONS OR TH!:: OPERATIONS OF ANY' OF HIS 9t16CONTRACTORS, MATI=RIAL 51./PPLIERS OR AG,ENTS. 4. ALL L.Oc.AL MUNICIPAL, STATE, AND FEDERAL LA1"15, ~ AND REGIJLATIONS 60VERNING OR RELATING, TO AN'T' PORIION OP THIS "'°"'KARE HEl'!Ee1" l~TEC> AND MADE A PART OP THESE SPEGIFICATIONS AND TI-IEIR PROVISIONS SHALL 6E C-ARRIED OIJT 6Y THL c.oN'rAAc.TOR. THL CONTRACTOR SHALL NOTIFY Tl-IE LANDSc.APE ARCHITECT IMMEDIATELY OP AN'T' DISC--ANCIES 6E, HLLt. uODLS AND THL INFORMATION AND DESI.SNS PRLSENTED IN THESE DRAl'IIN6S. 5. THL CON'TRACTOR SHALL VERIFY Tl-IE LOCATIONS OP ALL LXISTIN5 UTILITIES, STRUCTURES AND SERVICES CCI ORE a!:6INNING -K. Tl-IE LOCATIONS OF THESE 1= SIIOl'IN IN THL PLANS Ak APPROXIMATE ONLY, AND TI-IERL MAY 6E ADDITIONAL VTILITIES PRESENT 1"1HICH ARE NOT INDICATED ON THESE PLANS. Tl-IE CONTRACTOR SHALL NOTIFY THL LANDSCAPE ARCHl11:c.T IMMEDIATLL Y OP AN'T' DISC-ANCIES ElC'hiLLN FILI.D CONDITIONS AND THL INFORMATION AND DESI.SNS PRLSLNTLD IN THESE DRAl'IIINGS. 6. THE CONTRACTOR SHALL OElTAIN AND RLVl2"' A SET OP THE Al I ROf'RIATL ARCHITECTURAL, LLLC~ICAL, AND CIVIL EN6INLERIN6 PLANS PRIOR TO 6E6INNIN6 1"IORK. '1. PERMITS FOR ALL WORK INDICATED IN THESE PLANS SHALL 6E OBTAINED 6Y THE CONTRACTOR. 8. THL CONTRACTOR SHALL HAVE A VALID CONTRACTOR'S LICLN9E FOR Tl-IE PARTICULAR ~ 6EIN6 PLRl"ORMED. THE CONTRACTOR SHALL NOT ALLOl"I Tl-IE LICENSE TO LAPSE DURIN6 THE CONTRACT PERIOD. "I. NO MATERIAL 9l/BSTITVrlON5 OP AN'T' KIND l"IILL 6E 6E ALLOJ/111:D l'IIITHOUT Tl-IE EXPRESS l"IRITTLN AUTHORIZATION OP THL LANDSCPAE ARCHl11:c.T. 10. Ol'IINLR IS HLm,• NOTIFIED THAT ALL l'IIORK ON THESE PLANS IS sue..lECT TO NORMAL "'2AR AND TEAR, AND ALL l'IIORK MUST 6E MAINTAINED ON A RL6ULAR 6A5ts. AN ANNUAL MAINTENANCE INSPECTION SHALL BL PERFORMED 6Y A LANDsc-APL ARCHITECT LICENSED IN THE STATE OF CALIFORNINA. THIS INSPECTION SHALL INCLUDE, ElVT NOT 6E LIMITED TO, PLANT MATERIAL, IRRl6ATION SYSTEMS, PAVIN6, POOL, SPA, FENCING, l'IATLR FLATIJRE, AND Ll6HTING. 11. 01"1NLR 15 tlLl'!Eei NOTIFIED THAT PLANT MATERIALS ARE LIVING,, 6ROl"IING, OR6ANISMS, AND THAT IMPROPER MAINTENANCE MAY RLSUI.T IN THEIR DEATH, OR CAUSE OTHER PROBLEMS su:;1-1 AS ROOT INiRUSION OR THE DEVELOPMENT OP 9URFACL ROOTS. Ol'IINLR 15 HLREbl' FUR.lht..R NOTIFIED THAT SOME OR ALL PLANT MATERIALS, INCLUDIN6 IRELA .JHRUe5, AND 6ROIIND COVLR5, 5HOl"IN IN THESE DRAl'IIINGS MAY NEED TO 6E REMOVED AND/OR REPLACED AT SOME R!T1JRL TIME. 12. IT SHALL 6E THE Ol'IINLR'S RESPONSIBILITY TO PROVIDE ALL R!T1JRL 01"1NERS OP THIS PROJEc.T ~ITH A SET OP THESE PLANS, INCLUDING, THESE NOTES. 6eNERAL. GONS:n:M;TIQN NQIES I. ALL EXISTING DIMENSIONS AND LOCATIONS OF EXISTING, oe.JEc.TS ARE APPROXIMATE. c.oNmACTOR SHALL FIELD VERIFY ALL EXISTING ELEMENTS PRIOR TO BID. 2. ALL CONSTRlJC.TION SHALL c.oNFORM TO MINIMUM SPEc.lFIC.ATIONS AND REQUIREMENTS OF R£G,IONAL, LOC.AL AND STATE cSOVERNMENTAL A6ENc.lES. 3. 01"1NER SHALL APPROVE ALL MATI=RIALS PRIOR TO ORDERING,. 51./BMIT 19Nl5H SAMPLES OF FLAT"10RK FOR O1"1NER APPROVAL PRIOR TO ORDERING,. 4, PERMITS FOR ANY CONSTl'WCTION DEPICTED IN THESE PLANS SMALL eL OeTAINED eY TME c.ONTRACTOR. 5. c.ONTRACTOR 5HALL SHIELD EXISTING, "10RK 1"1ITH VISOUEEN TO PREVENT SPLATTERING, OF C.ONc.RETE OR MORTAR. 6. ALL PAVING, SMALL SURFACE DRAIN AT MINIMUM 1% Al"IAY FROM 1"1Al.LS AND STl'WCTURES TOl'IIARD Sl'IIALES. ALL FLANTa::> ARl=AS SMALL DRAIN AT MIN. 2% TOl"IARD S1"!ALES. SEE CIVIL ENG,INEERING DRAINAG,E FLAN FOR ALL GRADING,. '1. ALL 1"1RITTLN DIMENSIONS ON PLANS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 8. INC.ASE OF DISCREPANCIES eET1IIEEN 1"1RITTLN 5PEc.lFtc.ATIONS AND G,RAPHIC. INFORMATION OR OTHER INFORMATION, TME c.ONTRACTOR SHAU.. CONTACT THE LANDSCAPE ARCHITECT FOR CLARIFICATION GQNCRE'Tt; 00 I ES I. c.ONCRETE SHALL HAVE A MINIMUM COMPRE55IVE SmENISTH AT :2e> DAYS OF 2;500 PSI. CEMENT SMALL ec TYPE I. FINISH MEDIUM BROOM FINISH AND C.OLOR SHALL BE 'NA71JRAL. GREY' UNI.ESS OTMERl'IIISE NOTED. PFeOVIDE 12" SQUARE SAMPLE POUR FOR APPROVAL PRIOR TO INSTALLATION. 2. REINFORCING-SHALL c.oMPL Y ~ITH ASTM A615, G,RADE 40. 3. c.ONTRAc.TOR SHALL INSTALL R.ILL-DEPTH EXPANSION JOINTS AND SCORE JOINTS AS 5H01"1N ON PLANS AND DETAILS, AND Ar7D Ar:tr:JITIONAL JOINTS l"IHERE NECESSARY TO c.oNTROI... c.ONCRETE CRACKIN6. l'IQQPSTAINNQTI;S I. ALL SURF'ACES MUST eE CLEAN, SOUND, DRY, AND FREE OF ANY DIRT, 0\/ST, CHALK, OIL, GREASE, AND MILDE1"1 STAINS. 2. STAIN SHALL eE APF'LIED IN Ac.c.ORDANCE 1"1ITH TME PRINTED INSTl'WCTIONS AND AT Tl-IE APF'Llc.ATION RATL5 RECOMMENDED eY TME MANUFAc.i\lls!:ER. 3. c.ONTRACTOR SMALL APPLY TJIIIO COATS OF A SEMITRANSPARENT STAIN. EACH C.OAT 51-IALL BE APF'LIED TO A UNIFORM FINISH. FINISHED SURFACES 51-IALL BE FREE OF SURFACE DEVIATIONS AND rMrLJ-.h.vTIONS. 4. EAC.H APPLICATION OF STAIN SHALL eE CURED IN Ai::;c.oRDANc.E 1"11TH THE MANJl=ACTURERE'S RECOMMENDATIONS eEFORE APF'LYIN6 TME SUC.C.EEDING, COAT. DRY1N6 TIME BETl"IEEN APF'LIC.ATION5 SHALL SE AS RECOMMENDED eY TME MANUFACi\lls!:ER. 5. STAIN SHALL BE APPLIEO eY eRI/SH, ROLLER, OR SPRAY. MASQNR'(NQ'TJ;S I. ALL STI/CC,O 1"1ALLS SHALL eE l'IIATI=R SEALED 1"1ITHIN 30 DAYS OF sn.rc;c;o C.OLOR. ALL sn.rc;c;o SHALL MATCH ARCHITECTl.lRE IN FINISH, EXCEPT AS NOTED • CA~NQIE.., I. ALL LUMBER SMALL eE DOUGLAS FIR, NO. 2 G,RADE 0\, ec: ,ER, vNLESS orrtEIVIISE INDICATED. ALL IN-GROUND POSrs SHALL eE RED"100D, IJNLE55 OTrlLl<,~ISE SPEC,!FIED. 2. ALL LUMBER SHALL BE MILLED 545, UNl.E55 OTHERl'IIISE INDICATED. MITER ALL CORNERS. 5. ALL c.oNNECTORS, ANc.MORS AND ACCLSSORIES, INCLUDING, NAILS, SHALL eE FAeRlc.ATED STl'Wen!RAL STEEL AND SHALL eE HOT-v,FFEO G,ALVANIZED. ALL HARD1"1AR SHALL eE PAINTED TO MATCH l'IOOD, EXCEPT AS O:trE\ .... ,.SE NOIED lo! Pl.ANS AND OETAILS. 4. ALL 1"IOOD OVERHEAD AND fflELLIS 5URF'ACES SMALL eE PAINTED 1"1ITH ONE (I) COAT OF EXTI=RIOR PRIMER AND TJIIIO (:2) COATS OF 1"1EATI-IER RESISTANT ALKYD ENAMEL. C.OLOR SHALL MATCH ARCHITECTURAL TRIM UNLESS NOIED OGIEl .... ,.SE. PRIME ALL 1"IOOD PRIOR TO A55EMBL.Y. 5. ALL G,ATE5 9HALL eE SELF-C.LOSING, 1"11TH STEEL STOPS. I. ALL LOc.AL, MUNICIPAL AND STATE c.ODES, LAl"IS, RI.ILES AND REGULATIONS PERTAININ6 TO ANY PORTION OF THIS "10RK ARE I-IER!=6Y INc.ORPORATED INTO AND MADE A PART OF THESE FLANS AND THEIR F'FeOVISIONS SMALL eE CARRIED OUT 6Y TME CONTRACTOR. 2. THE c.ONTRACTOR SHALL 06TAIN ALL NECESSARY PERMITS REQUIRED TO PIJ-.F'ORM THE "10RK HEREIN PRIOR TO E!EtSINNING-l"IORK. 5. IT SHALL eE THE c.oNTRAc.TOR'S RESPON5113ILITY TO Loe.ATE AND PROTECT IN PLACE ALL EXISTING, IJTILITIES PRIOR TO BEG,INNING, AN'T' c.oNSTRlJC.TION. ANY' UTILITIES DIS'l'\.IReED DURING, CONST!"!UCTION 51-IALL BE REPAIRED AND/OR REPLACED BY THE c.ONTRACTOR AT TME c.ONTRACTOR'S EXPENSE. 4. PROVIDE EARTHEN E,Lkl-0 AT THE TOPS OF ANY PROf"OsED Jl'<t EXISTING, SLOPES ekl=ATER THAN 6,i GRADIENT, SUl"l"IC.IENT TO DIRLc.T SURrACE FL01"1 OF l"IATER A1"1AY FROM SLOPES. 5. eURY ALL DRAIN LINE 1"1ITH A MINIMUM OF 12" c.ovER. 6. ALL DRAIN LINE SHALL HAVE A POSITIVE FLOl'II 1"1ITH A MINIMUM GRADIENT OF 1%. '1. ALL DRAIN PIPE SHALL BE 4' RIGID PVC.. FLEXIBLE PIPE SHALL NOT eL ALLOIIIIED. 8. SLEEVE ALL DRAIN LINES AS THEY PASS UNDER PAVED AREAS, l'IIITH 5c.HEOI.II...E 40 SLEEVES T1"1ICE THE SIZE OF TME )'IORKING, PIPE. "I. CSRADE ALL LANDSCAPED AREAS TO DRAIN AT 2% MINIM.IM G,RADE TOl'IIARD AREA DRAINS, S1"1Al.ES OR CURBS. 10. GRADE POOL DECK TO DRAIN AT A 1% MINIMUM GRADE TOl"IARO AREA DRAINS Mil=R RESISTANT MEME!RANE INSTAf I ATIQN SPl:GIFIC.ATIQNS I. MATI=RIAL SPEC.IFtc.ATIQNS, "MAR-FLEX" l"IATI:RPROOFING SYSTEM CONSISTING, OF A MAR-FLEX 500 SPRAY APF'LIED MEM6RANE 1"1ITI-I A SOCO-SHIELD 900 MEMBRANE A0HERLD TO THE PRIMARY MAR-FLEX 500 MEMBRANE AS SEc.ONDARY PROTECTION. 2. INSTALL PER MANUFACTURER'S INSTRl.lc.TIONS AND TME FOLLOl'IIING, NOTES, A PREP 1"1ALL AND FOOTING, -SPRAY APF'L Y "MARFLEX 500" MEMBRANE TO BACK OF' l'IIALL AND TOP OF FOOTING,. 6. AlX>l-l.55 EXPANSION JOINT 1"1ITH 12" MIN. STRIP OF "50c.0-SHIEL.D" CENTERED OVER JOINT, ADHERED TO "MARFLEX". OVER SPRAY JOINT 1"1ITI-I "MARFLEX 500" TO MANUFACTURER'S REQUIRED MIL THICKNESS. C.. APF'L Y "50C0-5HIELD 900 MEMBRANE (lo MIL. MIN. THICKNESS) TO AOHERE TO THE "MARFLEX 500' OVER ENT~ l'IIALL INCLUDING TREATED EXPANSION JOINTS AND ENTIRE_TOP OF FOOTING, OVERLAP MATI=RIAL SEAMS MIN. 6" IN ALL DIRECTIONS. D. ATTACH TACK STRIP AT TOP OF MEMBRANE AND ON SIDE ENDS OF 1"1ALL FROM TOP OF MEMBRANE TO TOP OF FOOTING,. E. APF'LY "C.OOL-C.OAT" OF EGUIVILENT U.V. RESISTANT MEMBRANE A60VE TACK STRIP TO TOP OF 1"IALL PER MANUFACTURER'S 5PEc.lPlc.ATION5. FINISH SCHEDULE 0 ITEM OMITTED 0 @ ® 0 ® ® 0 ® 0 CONSTRUCTION LEGEND*** DESCRIPTION CONCRETE l'IALK -PER CIVIL EN61NEER'5 PLANS GONCRLTL MOl"I CURB ® GONCRLTL DRIVLl'IAY APRON -PER CIVIL LN61NEER'S PLANS EXISTING 2,1 SLOPE -TO REMAIN, FROf~T IN PLACE 5' HT. l'IOOD FENCE PER MASTER PLAN, TO 6E APPROVED 6Y CITY OF C-ARLseAD (~) PLANNIN6 DIRECTOR, SEE l'IIALL AND FLNCIN6 PLANS.• 5' HT. TUBULAR STELL FENCE ~ITH COYOTE ROLLER PER MASTER PLAN, TO BE APPROVED ® eY CITY OP C.ARL56AD FLANNIN6 DIREc.TOR, SEE l'IALL AND FLNCIN6 PLANS- 6' MASONRY l'IALL, PER MASTER PLAN, TO 6E APPROVED 6Y CITY OP C-ARLSBAD PLANNIN6 DIRECTOR, SEE l'IALL AND FLNCIN6 PLANS. SEE 'F' SrlLL,5 /'OR Dl'l(9, NO. 499-l>M FOR CONSTRUCTION DETAILS, GOLORS, e FINISHL5- 30" HT. VIEJl'I FENCL, PER MASTER PLAN, TO 6E APPROVED 6Y CITY OF CARL56AD ® PLANNIN6 DIRECTOR, SEE l'IALL AND FLNCING, PLANS .. MASONRY PILASTER, l"LR MASTER PLAN. TO 6E APPROVED 6Y CITY OP CARL56AD PLANNIN6 DIRECTOR, SEE l'IALL AND FLNCIN6 PLANS. SEE 'F' Sr ILL, 5 ,"OR 01'1(9,. NO. 499-l>M FOR CONS=TION DETAILS, GOLORS. e FINISHL5•• DLCOMF'05ED GRANITE TRAIL. SEE LN61NLLR'S PLANS 2-POST OVERHEAD TRAIL NODE:® 5' HT. PVC FENCE, SEE l'IALL AND FENCING PLANS 90" MASONRY l'IALL. PER MASTER PLAN, TO 6E APPROVED 6Y CITY OP C-ARLSBAD FLANNIN6 DIRECTOR, 5LL l"IALL AND FLNCIN6 PLANS. SEE 'F' Sr ILL, 5 r"OR i:>1'116 NO. 499-f>M FOR CONSTRUCTION DETAILS, COLORS, 4 ANISHL5 .. l'IIIRL TRAIL FENCE @ TRAIL MARKER® • TO 6E INSTALLED l'IIITH THE DEVELOPMENT OP LACH LOT •• TO 6E INSTALLED ~ITH Tl-IE DEVELOPMENT OP PA 14 ••• PRODUCT 5UBMITTAL5 RLGUIRED FENCE & WALL LEGEND SYMBOL -'VVVV'v- 181 D DESCRIPTION 6' HEIGHT COMMUNITY THEME BLOCK WALL 5' HEIGHT PVC FENCE VIEW FENCE -TUBULAR STEEL WOOD FENCE -5' HT. WIRE TRAIL FENCE 16" SQUARE PILASTER 12" SQUARE PILASTER SYMBOL LEGEND SYMBOL DESCRIPTION ALIGN ALIGN R RADIUS 0 PILASTER CAP -TO MATCH ENTRY MONUMENTS TYPE: EWORADO STONE -TEXTURED COLUMN CAP COLOR: ·1voRY' INTEGRAL COLOR SIZE: ALLOW FOR ~2-OVERHANG ON ALL SIDES OF SPLIT-FACE PILASTERS AND ~2• OVERHANG ON STONE VENEER PILASTERS STONE VENEER -TO MATCH ENTRY MONUMENTS TYPE: EWORADO STONE-SANTA CRUZ COASTAL LEDGE (CUSTOM MIX FOR McMIWN HOMES #855) COLOR: CUSTOM COLOR FOR McM!LUN HOMES #855 GROUT: STANDARD RAKED JOINT WITH 1/2• WIDTH GROUT COLOR: VENETO -1 BAG VENITO COLOR (A VAIL: ELDORADO STONE) AND 1 BAG OF 94LB. TYPE S MORTAR NOTE: PRODUCT SUBMITTALS REQUIRED Cf:. CENTER. LINE EJ EXPANSION JOINT TYP TYPICAL o.c. MAX MIN ON CENTER MAXIMUM MINIMUM t----+--+-------------t---r--r--t----J uD CIT1lA£fG £~BAD l.ANOSCAP£ CONSTRl/CT!ON l£G£NIJ t1: NOTES FOR: ---- '.~c'.-::C::-__ "_. --;::_::I ~--t------f""""--------~------------------=l,),l:l~=---r---,~.A~S~-~B~U!L==-=T--;;-,,--,-BENCHMARK~.-----i===!===l==========t===t==J===t==tt---~RO,~~=rR=rsi=0,=w~~~~~NC=w:-:----t-i-i---~-....---------:;.t:;-_ APPROVED FOR PLANTING ,ii'-DESCRIPTION: STANOAHfJM-fOSIRt.EI CEN1ERtN PA 14 C' AND-IRRIGA-TION-ONLY. DATE, 04/05/10 : :-HQ WARD: : . /1 . . -ld<:ATION: ~::::::a CAM!N(J/Ol. t---1---+--------------1---+----i----r----1!-AP_P_Ro_v~ED_:_.,~,,_"+'........,._,,.._____ c.r. 07-031 .INCLUDING PRECISE ~~.i= ... Ass O CI ATE s ♦ ~~ -----, R.LA.. EXP.___ DATE 'iIR~fTA11(}/'{#5#92 -Pl.ANNING ~...l(<.:t:-91.oit: ~:-~·~ LOCATION OF PLANT! NG Fn:e; --• • • • landscape architec~,;1.~.~ REVIEWE(}-BY: RECO-RD FROM·. ;.;;,-;.;,;;,;,,;,'CH---;~~s ,.;;,,_·;.;., • .,.,, '~T.. OWN BY: -- Ba1u11 rl<> aan d.ie!!;<> dri,,-e auita 350 ••• cUc,c;1t ca 9'~10-8 6l9 ?lB 9lli6D t,UVJYI I DCIYI LL PIC.L. (IYV. L,UUlfl l PIJ:JJ D.A.TE IMITIAL OA.TE INITIAL O,,\TE INITIAL AREAS. REVISIONS, CONlROl.. DATA) £"!~DD BYBY·'.--ENGINEER OF WORK RE\llSION DESCRIPTION OTHER APPROVAL crrv APPROVAL ", ff INSPECTOR DATE ELEVATION: 68.47!! OATfHI: 11.S.C. t1: /'l.S. PROJECT NO. C.T. 07-03 DRAWING NO. _465 4L - CMWD __ -_ --------~· ~==------------- / I -~ ..>s: -----~ ----- Note: See ----' architectural plans for exact location of fence returns 70 ---------- 15' 30" --- 2 86.5 11 i " I " 12 83.5 I • I , I --------------- 0-U 63,342Sq Ft f . .f5 Ac. 90' i " I I I , , 4 86.3 83.0 , , I , I 82.0 I , I I , • I i I I . I , I I , I 6 81.5 I I I I I I I I I I , I I I I --I : --...........,,------1 I I I ~ , , I , , I , , I , , I , , I 13 ~-12 '' ----.,_ -,%4,~ I I I ' ' ' " I/ 'i,~ I ?J I ~if i 9,cl I ~ I II! I _,.), ~. vi/ ' 83.,) ,' I I I I I I ~ \ i-' ~~-01i } 6 \1 \ I / ,I 81.1 -- 19 .O.A. ' ~/µ::::; ¥-t-n \ ~ ~ / ", I f I• 7 r 1/ I I If ---------i -t:: 6' - cl\ :;----i--r---_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ ~_ -_ -_ -_ -_ -_ -________________________________________ _1North _____ Scafe 1·=30_' ---~i-t-===-==ft=-=--=--=~f..::_==..::_=:..::_=:..::_=:..::_=:..::_=:..::_=:_::_==_::_==-==::_==_:i-t~::-==_:ij-~::_==4t=::_==4-1-==::_=j+~l ~~I l::=C~I==T~1:~LA~5>~Nr~NG~_D~~~¥IB~RTM~E~N~TB=AD==_::!1b1 S~H1~~4~lf-+-------.~~-=--- J _ _ APPROVED FOR PLAN Tl NG -BENCHMARK: ,,...,.,,, ~ ,,_""' -r-- i i i "AS-BUILT l ---------A~~c~~~II~~ 11g~Eg~~Y, :?-,,,,:;,,°:" : : !~S-?~B,llii:_ gf 'c(Jf~ =~ ~:';;. :;' HOBU?7,f~ 4RANCff cr. ,,_,, r:i ff ---------- R,LA._ ___________ EXP----____ DATE:_ __ -- REVIEWED BY: -=-~---i E1.EWJ10N, 68.,f79 OAlU!tt ll.S.C. ,f, G:S. ENGINEER OF WORK REVISION DESCRIPTION OTHER N'PROl'AL Cl!Y A"""™'l ~g ~;--' C.T. 07-0.J _,f65, 4./_ INSPECTOR DATE --------------------' ' . --_____ · -----"' -I ! J SECTION (D FINISH 5RADE @ 6" X 6" C,O!'llc.,RE I E MOI/II CIJRB @ 1/2" RADIUS @ #9 REBAR C,ONTINUOIJS ® 5Ue5RADE COMPACTED PERSOILS~T GA~....,._c_o_n_cr_e_te_M_o_w_c_u_r_b ____ _ _ y NOT TO SCALE -MORTAR JOINT, TYP. ,._-,,_ .----_, CD 12" 5G. Ci'11J -6ROUT FILL ALL CELLS (2) 16" 50. CMV -6ROUT -FILL ALL CELLS CAP ENLAR6EMENT @ #4 REBAR VERTICAL PLAN ~ '!<----'ii,=jJ'' -~· :;;;i------1 I I I -, ---\I l 2'--6' sa. L ,. ~ EJ EVATION @) CONCRETE FOOTIN6 WITH #4 REBAR Y'lRAP @ MORTAR FILL FOR. ElAI ,ER @ STONE FASCIA @ G) IB" 5G. CAP g} @ 6X6 WOOD POST l"IITH SIMPSON CElb6 COLUMN BASE I/IIHERE SHOWN @ FINISH SURFACE @ FINISH 6RADE ( B) Stone Veneer Column NOTTO SCALE 2'-10" "!'-10" TYP. - i - N JOIST$ BeAM END ? :--:-r® J 22 • l F8QNTELEYATION B' 2'-10' "l'-10" TYP. TYP. C) 0..: -, }-- I I I I I I I -I-N ' I I I I I I IB" MAX+ L , 'I I I l ! I I I I 'IL ~ EQ CD 6X6 DF POST -CHAMFER TOP I"@ 45 DE6REES @ 6XB DF BEAM -ElOL T THROIJ6H @ POST JIil/ (2) 3/4" HEX ElOL TS -CHAMFER BEAM ENDS @ 45 DE6REE5 FROM CENTER OF WOOD MEMBER @ 4XB DF JOIST-BOLT THROlJ6H@ POST JIil/ (2) 3/4" HEX BOLTS -JOIST ENDS TO MATCH BEAM ENDS @ 4X4 DF RAFTER @ 14" O.C. RAFTER ENDS TO MATCH JOIST ENDS @ IXB D.F. PLANT-ON @ PILASTER CAP -ALL (4) SIDES -TYP. EACH POST ( C) frail Node at DG Path .-----(2 I I @ SIMPSON CB66 COLUMN BASE G) MASONRY COLUMN WITH STONE VENt:ER -SEE DETAIL(B\ @ FINISH 6RADE @ D6TRAIL @ CONCRETE HEADER @ ITEM OMITTED @ @ PROJECT NAME AND L060 PLAQUE, 12" SO. SIZE -6Y OTHERS (ON THE EAST FACING SIDE) (@ CITY OF CARLSBAD TRAIL LOGO PLAQUE, 6" DIA. S!ZE -BY OTHERS NOTTO SCALE -Ir I 4" o.c. El eYATIQN (D) View Fence ~ II\ 'st {'I I I I I I 1------+I I ~ I ~ I I I I !1-011 0 2" OD. ROlJND GALVANIZED TIJ6lJL.AR STEEL POST 11111TH CAP @ 8'-0" MAX. O.C. SPACIN5. PAINT ll'IITH 2 COATS OF RUST RESISTANT PRIMER AND FIN15H COAT - COLOR TO BE SELECTED 6Y OI/IINER. 0 I" OD. ROUND TOP AND BOTTOM RAILS -PAINT TO MATCH POSTS ® 5/8" OD. ROUND PICKETS @ 4" O.C. 5PACING -PAINT TO MATCH POSTS 0 CONCRETE FOOTING ® FINISH 5RADE © C,OY'OTE ROLLER, INST ALL PER MANUFACTURER'S 5PECIFICATION5 NOTTO SCALE 0 2X6 C.EDAR C.AP (SPLIC.E AT POST) 0 2X4 TRIM (REAR) TOP AND BOTTOM ® IX4 TRIM (FRONT) TOP AND BOTTOM 0 4X4 POST 0 IX0 C.EDAR SIDIN6 @ C.ONC.RETE FOOTING (TYP.) 0 FINISH 6RADE SECTION NOT TO SCALE ( E ).,......W....;o .... od ___ F __ e __ n ..... c __ e ________________________ _ \ I I ' I I a-='"="~ --------·c-· ____ ·r -----~-~==---------7 . ~-~ ~-:.1_7-~===========~---------------------=:::::=------;::================:::::;--~~:;;;;;:;--;-~;--------~~=-===1:==-==::1===-===--===--===--===--===-===-===-===-===-==;1t=-==;1===-==f-i:==-==i~=~-=tc.IT:i11 crr~lA£rG £,~BAD 11 SH1Er 1 6' ·-·-~, ,---------------, _...,,:::::::=.:==:==::::,,__ ,, AS-BUILT " BENCHMARK: 1----1---1-------------+---1---1--l----1 l.ANOSCAPE CONSTHI/CTION D£TA!f.S FOH: _____ -tl-1-------'-------(/\-t.•~-~· - APPROVED FOR PLANTING ~~1!j OESCRI ROBERTSON RANCH -..t: - ;~ AND IRRIGATION ONLY, ::;., ,,,,, ": : : H O WAR D: : ·~ """ =-...:,:; '"""""'""' PA u °' "'"" (A) r--,- -~1-· --· ------_____ INCLUDING _J::>RECISE ______ JOB~004S;OI-.,_., ___ • __ A_S _S_O_ C_I_A _f_E_S_•__ +\-=r..::.:;~-/+ R.LA EXP. ---DATE: LOCATION: ~fA~~ 1-APP_Ro_v_Eo_, _w/1,;.::::~~(~Gr4-=-·if:'""-111.,e-CJ"'-'M:l1----,:;.7k,).o I !t LOCATION OF PLANTING + + + • landscape architecture d): -i "'--""'"° · ---REV;~ED-BY~--------··-· · --------·--· -----------·----1-"·=··-=··-=-·-=1-=--=---=···-=1·-f-----·=--=-=··--· ·=· ~---------1---1---1---'I-----I-Pl.ANNING DATE . ·1;,, AREAS. FILI=, ....... ·-.................. ·-..... -..... ..:•;,::.::. -1~ = ::.~\~ RECORD FROM: COUNTYl!ENC!f ~ {N(J. ctJfJflf1Y Wli'T. l--:llA:-:aJE::e-l-:1N""ITIAL:-::-11--------------ll--llA-JE-1---,NITIAL-+-llA-JE-I-IN_IT_W.-I ::;D;;;W;;:N=;BY;;;:==~;::::==P==ROJ:;::::::::EC:::T=N=o=. =::;;::::oRA=w=,N=G=NO=!. -· --------·----- J ' ' REVISIONS, ...,. v-CON-mot DATA) REVISION DESCRIPTION 1---=-=-..L..C:=-f-'::..::.::.-L==-t £'!,~DD BYBY:_•--I C. T. 0'7 0.'7 _.,~,:: '1f. INSPECTOR DATE EI.E\-7\TION: 6B.'f79 IJA~ ll.S.C # c.s. ENGINEER or WORK orHER APPROVAL CIIY APPROV,OL '"" • • ,-,_,, -rv,J' .__ ___________ _;..__, j ---------+--- • -I . --------------------~-"----- -...,__-\ I 0 0 0 0 . II = Q I ('I . = '° I 2 m 5 (~) Wire Trail Fence t-3 X 5 <( - }: ~ = ' 1--6 d} ,_ --- I r- lE•l-'-----f -rn 4 -->---< - . 0 - ~ 22" ,r 'I ELEVATION B'-0" max. , I I -_ _, I - 0 4" DIAME, ER METAL POST l"IITH METAL CAP -POl"IDER COAT POSTS BLACK ..;;_F=-==l=l=====lBIO-Ol"EN~====l==l====I~ / ~ACE / ffi 0 ® © 0 © CO~RE IE POST FOOTING ITEM OMI I I ED FINISH GRADE I \ I "10% COMPACTED 5lJl36RADE #If 6ALVANIZE:D STEEL CABLE INTERMEDIATE iURNBUCKLE5 Blo-oPEN SPACE SIGNA6E SPACE EVERY 100' 0 12" 5G. CMU PILASTER BLOCK -6ROIJT FILL ALL CELLS @_) 16" SG. CMU PILASTER BLOCK -GROUT FILL ALL CELLS @ PRECAST CONCRETE CAP@ @ STONE VENEER. @ @ PROJECT NAME AND LOGO PLAGUE, 12" 5G. SIZE -6Y OTHERS. @ CITY OF CARLSBAD TRAIL L060 PLAGUE, 6" DIA. SIZE BY OTHERS G) CONCRETE FOOTIN6 @ #4RES-AR VEkilCAL IN ALL (4) CORNERS @) COMPACTED SUB6RADE (@ FINISH GRADE @ MORTAR FILL FOR BAI ,ER NO-:c.:;~ I) PROJECT AND CITY OF CARLSBAD TRAIL LO<SO PLAGUES TO BE SET IN STONE VENEER.. Tral·r Marker 2> r=1NAL coLORS AND MATERrALs SHALL ec AS ~B~,_ __________________ A_PPROVED ____ BY_THE __ P_LA_NN_r_N6_D_r_RE_c_~_OR.. _____ _ 1r,. ~ NOT TO SC.ALE N01G, I. POl'IIDER COAT POSTS BLACK 2. MAXIM.JM DISTANCE 6Erl"6:N TlJRNl3UCKLES 5HALL BE 200' 3. INT!::RME:DIA'Tc: ~lJCKLl::5 TO BE PLACED IN ADJACENT 51"'AN5. 4. AU.. POSTS, CA6LI= AND HA~Rt: TO BE GALVANIZED. 5. ALIGNMENT OF HOLES IN POST MAY VAR:!' TO CONFORM TO TOP OF SLOPE OR Rt:TAININ5 JIIIALL 6. THE CONTRACTOR SHAU.. VER.Ir"!' AU.. DEPENDENT DIMENSIONS JN THE FIELD BEFORE ORDERING OR FABRIG-ATION ANY MATERIAL. "7. TYPICAL END SPANS, BRACED IN BOTH DIRECTIONS SHALL BE CONSTRUCTED AT CHAN6ES IN LINE l"'IHL/<l,; THE AN5LE OF DEFLI=CTION 15 15 Dn1CH"5e.t:RL£"1=1=<:,S OR MORE. 8. ~IDE THIMBLES AT AU.. CA6LE LOOf"5 Not to Scale ' -I ' -"'-1 ~--•-------, '--··7 ------I --''·-·'-·-··-·.c-/ ,/ --- -----t: ~ ~ --- 1----1----1--------------1---1--1----if-----lrnJI cr11lAN~~c~~BAD II s,Er [ _1----------~~--=-_ ti\ ~-r 1-----1---1--------------+----1---l-----il---l LANDSCAPE CONSTRUCTION IJETAJt.S FO/c DATE RECORD FROM: CrJfJNTY lJ£J/CH I.EYlS (NrJ. CWN7Y WHT. COIVT!?Ot. DATA) ELEVATION: IJlJ.,f.l!I Ol!Tl/M: fl.S.C. tf' C.S. 1---,n,.,,•·==-'--:,N:-,:m=-.,l---------------1----1--l----l----l DWN BY: ---·~ "~ ,___M_JE_._IN_IT .. _L-+-_M_:rE_._tN_tTIAL---1 CHKD BY: -- ENGINEER OF WORK REVISION DESCRIPTION "1HER ..,,__ CITY Al'F'R(lY.IIL RVWD BY: PROJECT NO. DRAWING NO. C.T. 07-03 465-4L • r1.1r11n