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Home My WebLink AboutDWG 472-3L; SDP 94-14C; LEGOLAND HOTEL CALIFORNIA; 01-38I I \ \ CITY REQ'D NOTES INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: (760) 944-B943, LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602, IRRIGATION BACKFLOW PREVENTERS: ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT http://www. earls ba dca. gov/services/departments/water /Documents/ recycl edwaterbac kfl owtes terlist. pdf , for recycled, or http://www.carlsbadca.gov/services/departments/water/Documents/waterbackflovvtesterlist.pdf , for potable, or call (760) 438-2722. I i ' \ I i: \ I I ' \ I I ' ' 11 l I i I I 1' I /1 --------....."l, i I LOCATION MAP CONSTRUCTION SCHEDULE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. r-wApel landscape architects inc 571-8 Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 iwapel2@cox.net CA license #2825 rn 1"=200' II LEGOLA C, A L I FOR NIA Final Landscape Plans for LEGOLAND HOTEL CALIFORNIA PROJECT INFORMATION SHEET INDEX OWNER. APPLICANT: PROJECT ADDRESS: A.P.N. LEGAL DESC: MERLIN ENTERTAINMENTS GROUP US. HOLDINGS, INC. 1 LEGOLAND DRIVE CARLSBAD, CA 92008 TEL: 760-918-5300 R. W. APEL LANDSCAPE ARCHITECTS, INC ATTN: MR. RICHARD APEL 571-B HYGEIA AVE. LEUCADIA, CA 92024 (760) 943-0760 1 LEGOLAND DR. CARLSBAD, CA 92008 211-100-09 LOT 18 OF CITY OF CARLSBAD TRACT #94-09, CARLSBAD RANCH UNITS 2 & 3. MAP #13408, OFFICE OF THE COUNTY RECORDER OF SAN DIEGO. SITE ACREAGE (LOT 18): SEWER DISTRICT: CITY OF CARLSBAD INNERPARK: 55.8 ACRES OUTER PARK: 72.5 ACRES TOTAL: 128.32 ACRES WATER DISTRICT: CARLSBAD MUNICIPAL WATER DISTRICT SCHOOL DISTRICT: CARLSBAD UNIFIED SCHOOL DISTRICT DISCRETIONARY APPROVALS APPLICABLE TO THIS PROJECT: SITE DEVELOPMENT PLAN: SOP 96-14(C). COASTAL DEVELOPMENT PERMIT: CDP 96-14(C). VICINITY MAP ~h LEGOLANt?! t 0 rn SITE Not to Scale REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. DISTRICT APPROVED CHANGES CITY SHEET NO. 1 2 3 4 to 12 13 14 151017 PROJECT SHEET NO. L-1 L-2 L-3 LAio L-12 L-13 L-14 L-15 to L-17 SHEET TITLE COVER SHEET EXISTING TREE REMOVAL PLAN PLANTING & IRRIGATION SHEET INDEX PLAN PLANTING PLANS PLANT LIST PLANTING DETAILS & NOTES PLANTING SPECIFICATIONS 18 19 20 21 to 30 1-1 1·2 1-3 1-4 to 1-13 RECYCLED WATER SYSTEM GENERAL NOTES RECYCLED WATER USE MAP· LEGOLAND PROPERTY RECYCLED WATER USE MAP· PROJECT SITE IRRIGATION PLANS 31 1-14 IRRIGATION LEGEND 32 to 35 I-15 lo 18 IRRIGATION DETAILS 36 to 38 1-1 Q to 1-21 IRRIGATION SPECIFICATIONS I HEREBY DEC1ARf THAT I AM THE UCENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEOFICATlONS BY THE CITY OF CARLSBAD AND THE COUNTY Of SAN DIEGO DEPAJ(T'MENT OF fMIIRONMENTAI. HEALTH IS CONFINED 10 RP{lffl ONLY AND DOES NOT REUEVE ME, AS THE UCENSED DESIGNER OF WORK, OF MY RESPONS/B11.JT/ES FOR PROJECT DESIGN. THESE PIANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEl'f PL,W, WAT!:R CONSEWATlON l'!AN, FIRE PROTECTION PIAN, AND All CONDfr/ONS OF APPROVAL REIATED 10 LANDSCAPING. I HAVE COMP/JED WITH THE CRITERIA OF THE STATE OF a.JJFORNJA'S MODEi. WAT!:R EFFICIENT LANDSCAPE ORDINANCE AND APPIJED THEM FOR THE EFFICIENT USE OF WAT!:R IN THE LANDSCAPE DESIGN Pl.AN, BY,g~u_)~~ HARD W. APEL, PIA. ASIA UCENSE2825 DATE: 1 l/2e,/2012 ?ECEIVEO AN 11 2013 JFCARLSBA 'JING D/V/S/O APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 38 1 PLANNING DEPARTMENT SHEETS PROJECT SHEET J----....L..-----------'----~ NUMBER PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: L-1 NO. DESCRIPTION APPROVED DATE DEVELOPERS NAME: LEGOLAN0 CALIFORNIA LLC, LEGOLAND HOTEL CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 GRAPHIC KEY t--t---------------1-----1------1 ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 APPROVED TELEPHONE: (760) 918-5300 PLANNING DRWN BY: R. W, APEL J----i--------------+----t---l DATE PLAN PREPARED: NOV 28, 2012 t--t----------------,f-----+---1 BY: RICHARD APEL, R. W. _A_P_E~L_L_A~N_D_S_C_A-PE_A_R_C_H_IT-E-CT_S_INC CHCKD BY, R. W. APEL SHEET_1 OF38sHEETS PROJECT NO. SOP 96-14(C) DRAWING NO. 472-3L C.M.W.D. JOB NO. _____ _ , I ' I ------------··-·-··--···-··-··-····· LEGEND 0 EXISTING TREE TO REMAIN. PROTECT IN PLACE PER TREE PROTECTION SPECIFICATIONS. EXISTING TREE TO BE REMOVED. CONFIRM ALL TREE REMOVALS IN THE FIELD WITH LANDSCAPE ARCHITECT PRIOR TO DEMOLITION. EXISTING TREE REMOVAL PLAN ..... ············----···-·-- r-wApel landscape architects inc 571-8 Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2825 GRAPHIC KEY REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. DISTRICT APPROVED CHANGES a I 50' I TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 38 2 PLANNING DEPARTMENT SHEETS PROJECT SHEET 1----~-----------~----1 NUMBER L-2 PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: NO. DESCRIPTION APPROVED DATE DEVELOPERS NAME: LEGOLAND CALIFORNIA LLC. LEGOLAND HOTEL CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 t--4---------------+----t-----------< t----+--------------+----t-----------< ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 APPROVED /-q;;;_ ~~~----'----==L...c::l.'.:.._tdL=L_ __ TELEPHONE: (760) 918-5300 PLANNING t----+--------------+----t-----------< DA TE PLAN PREPARED: -'-N"'O-'-V-'2=-'8'-'-, ....c2c..c0c..c1 2=-------DR\11-1 BY: R. W. APEL CHCKD BY: BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC R. W. APEL PROJECT NO. SOP 96-14(C) DRAWING NO. 472-3L SHEET .2...0F 38 SHEETS C.M.W.D. JOB NO. _____ _ i ~ I ·' i "-1- 11 t--: L tH ' ' j ' J I/ ;.\',, <-, \ r-, I-· "s _) I ,_, , --. --\ -+------------1 --- iJil\JHJn 'rl,Jti (~--¼,. j . /· II ,ll:1.1" '(( ., ,~" j ', . ·"--~ ""• \ -\.. \ ilr/ ', .'--1 r·- C ' \ i. .,.d-------'.,--;-- j ' _:_; \ 't:1 \-, .. >' ] I ' ; / I I ', ! I -~ i ' ' I ' I i ' ' I I L-4 1-4 I I ' I ' ' ' ' ! ! ' ' I I ! ! ++· i ' i 1-t -- ~ J_llli U_L LLJ L~ ~ _· J_J_~, I J __ JJlJ J_ l L ·--__ ; _UL 1 ' i -+H+t . ' ~I f \ ! ' .. , ' ;~ \ v_r/p ,/ r I I I I ' I ' I I I , , I , I 1 • , 1 ' • I I t--t--· ----,--:--i--1--,- 1 ' I I ' I i ' : i I i ' I ' . I ! ' I ---T°'X"':-(-r -- I I I I i -- 1 +I ' _l__ i i I I JI I PLANTING & IRRIGATION SHEET INDEX PLAN r-wApel landsc.ape architects inc 571-B Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2825 I I ! ' t I ' -. ' ' ' I I ' -r_ +--1 , I I ' I ' - I , ' ! I h I I I ~ ' ! ' f-i-* i ' I --l ·-,---, r rr 1-7,( i ···1,j "[,•'•, ' I 'I .__,. _, '-' I I ' j ! ! ' ' I ' . 2J ' ' ' 'rb-' l i I ! i I' . : i I , SHEET MATCHLINES I I ' i . ' i i ' i I i I I • I I . ' i ' i , i I ---lti- In 1--i-i r 1 . ' i-:j i I ' ' ' ;·--,-1-1 ___ , ·•· --1- ' ' I ! ! I ' ' ' I ! ' . ' I I ~ ' i t -+-➔------I ' ! ' ! I ' ;;:J I ,,;, ' /_ I' / I . ,, -~--.,_// / I I // / __ j! I I ,, II Ii J 11 I ii ' I 1. i I . I \ i 1 I I I \ I ' I / ,' i I I I I L-11 1-11 '"--1 I 1~r1 () ;u 0 (J) (J) -z G'1 I! ii . ' I ; i i I I ! I ! I , I I i 'I r I i . ,,~,\ .. a ''-l . "J'/ 0) ,/ eo co-· "l.r;,/ I I/ / Q;--...,; I // i .I ! 'I // ! i / ! ./ ! I I I ) :l I _LI J __ _!Jill_ u __ J I_[~ I (J) 0 ;o I Ii I 11 I I i I I I L~ i I I t--+--------------t----+------t ADDRESS: ! r-~ l 1 LEGOLAND DRIVE CARLSBAD. CA 92008 '~ < 'm I. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 38 3 PLANNING DEPARTMENT SHEETS PROJECT SHEET r----------------~~-----1 NUMBER L-3 PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: LEGOLAND HOTEL CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 APPROVED TELEPHONE: (760) 918-5300 PLANNING DATE 1---------------------tDRWN BY: R. W. APEL t--+--------------t----+------t DATE PLAN PREPARED: _N_O_V_2_8~, _2_01~2~----- '--+--------------t----t------1 CHCKD BY: PROJECT NO. DRAWING NO. 472-3L ,--BY: RICHARD APEL, R, W, APEL LANDSCAPE ARCHITECTS INC R. W. APEL SOP 96-14(C) SHEET lOF 1.§..SHEETS C.M.W.D. JOB NO. _____ _ EXISTING ENTRANCE BUILDING I I I I (ASK #37) I 1 MATCHLINE -SEE SHT. L-7 r-wApel landscape architects inc 571-B Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.ne1 CA license #2B25 i I I ! I BOUTOR / ' / ;; / 1 __ / I . ' i -+ I --1,- i' ,L I' NO PLANTING IN THIS !'\REA DUE TO UTILITIES. . INSTALL 3" DEEP LAYE!f.OF BARK MULCH ONLY. I PLANT KEY REFER TO SHEET L-13 FOR COMPLETE PLANT LIST, AND TO SHEET L-14 FOR NOTES AND DETAILS. KEY PALMS: ARC CUN HOW FOR PHO ROE RHA EXC SYA 'CQ' TREES: BOTANICAL NAME ARCHONTOPHOENIX CUNNINGHAMIANA HOWEA FORSTERIANA PHOENIX ROEBELENII RHAPIS EXCELSA SYAGRUS x MONTGOMERIANA 'COCONUT QUEEN PALM' '-'-'-....._,...,_~._.,'--'.,.. ~i '-.,~ EDGE OF GROUNDCOVER TO BE 24" BACK OF CURB (TYPICAL ALONG ROADWAY). INSTALL 3" DEEP MULCH TO BACK OF CURB. POD HEN ARB MAR ARBUTUS 'MARINA' HOTEL BLDG REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. PLANTING PLAN 5' 10' 20' L 5 5g BRA ACE BRACHYCHITON ACERIFOLIUS LAG IND MAG GRA MIC CHA PIN CAN LAGERSTROEMIA INDICA 'NATCHEZ' MAGNOLIA GRANDI FLORA MICHELIA CHAMPACA N PINUS CANARIENSIS SHRUBS, VINES, PERENNIALS: AGA TIN AGAPANTHUS AFRICAN US 'TINKERBELL' ALP ZER ALPINIAZERUMBET 'VARIEGATA' ASP MYE ASPARAGUS DENSIFLORUS 'MYERS' BOU TOR BOUGAINVILLEA TORCH GLOW' CAL SUR CALLIANDRA SURINAMENSIS CHO TEC CHONDRAPETALUM TECTORUM COP PIN COPROSMA REPENS 'PINK SPLENDOR' COR BAU CORDYLINE BAUER! COR ELE CORDYLINE 'ELECTRIC PINK' COR HYB CORDYLINE hybrids COT LAC COTONEASTER LACTEUS CUP HYS CUPHEA HYSSOPIFOLIA CYC REV CYCAS REVOLUTA DIA TAS DIAN ELLA TASMANICA 'VARIEGATA' DID SPI DIOON SPINULOSUM FAT JAP FATSIA JAPONICA HIB ROS HIBISCUS ROSA SINENSIS (HYBRIDS) MUR PAN MURRAYA PANICULATA NAN GUL NANDINA DOMESTICA PHI SEL PHILODENRDN SELLOUM PHI XAN PHILODENRON 'XANADU' PIS UMB PISONIA UMBELLIFERA 'VARIEGATA' PIT GOL PITTOSPORUM TENUIFOLIUM 'GOLF BALL' PIT MAR PITTOSPORUM TEN. 'MARJORIE CHANNON' PIT VAR PITTOSPORUM TOBI RA 'VARIEGATA' POD HEN PODOCARPUS HENKELII PYR VEN PYROSTEGIA VENUSTA RHA CLA RHAPHIOLEPIS 'CLARA' RHA UMB RHAPHIOLEPIS UMBELLATA 'MINOR' ROS MEI ROSE MEIJOCOS 'DRIFT PINK' SCH ARB SCHEFFLERA ARBORICOLA SCH PUE SCHEFFLERA PUECKLERI (TUPIDANTHUS) XYL CON XYLOSMA CONGESTUM GROUNDCOVERS: [I]]]]]] ~ I·.\ .. •,\ ... ·:1 ....... • • • • • • + .. FRAGARIA CHILOENSIS FROM FLATS@ 12"0.C. LONICERA JAPONICA 'HALLIANA' FROM FLATS@ 12" O.C. DYMOND IA MARGARETAE FROM FLATS @9"0.C . 'MARATHON' DWARF TALL FESCUE (SOD AND/OR HYDROSEED PER PLAN) SEASONAL COLOR FROM 4' POTS Plant Name Abbreviation [3-("KEY" on Plant List) Quantity ~-Plant Container Size MULCH REQUIREMENT: A 3" DEEP LA YER OF BARK MULCH SHALL BE APPLIED TO ALL SHRUB AND GROUNDCOVER AREAS, INCLUDING SLOPES UNLESS THEY ARE TO BE HYDROSEEDED (REFER TO NOTES, SHT. L-14 FOR HYDROSEED REQTS). TURF AREAS SHALL NOT BE MULCHED. NO TREES IN EASEMENTS: NO TREES SHALL BE PLANTED WITHIN WATERLINE EASEMENTS (BOUNDARIES ARE SHOWN ON THE PLANS). NOTE: THESE PLANS ARE FOR PLANTING ONLY. REFER TO ARCHITECTURAL AND CIVIL PLANS FOR HARDSCAPE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" 1 1-_TI_TL_E _____________ D_A_T_E ___ , REVIEWED BY: 1 __ 1N_s_P_Ec_T_o_R ___________ D_A_T_E __ --t CARLSBAD MUNICIPAL WATER DISTRICT __J SHEET CITY OF CARLSBAD 4 38 SHEETS PROJECT SHEET 1-----'------------~~-----, NUMBER PLANNING DEPARlMENT L-4 PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: I fl) . ' ,._ -.. . I .1 ,•,. ' , ,_ L-~1. .i~~.1.0.1, ~L~'-\~J (If I-N-0-. -----:::D""1s""~~"'~""CCT:-R-:-l;""~~"';""No""v~ED:::-::C::-:H-,-AN"'G;c::E~S-A-PP_R_O_V_ED--DA_T_E+D-EV-E-LO_P_E_R_S_N_A_M-E:-L-EG_O_L_A-ND_C_A_LI_FO_R.1..,N_IA-LL_C_. ----i , .. , , ., , ...... , " . , . " .. , .. ," , ... , /1 . F+-----=='-"'--=-'-'------+"-'-'-c.=....c.~r~'-l LEGOLAND HOTEL CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 , L,,,w'iliiHHIH!:li•hdii•m4il-ltttl1;,hl11,1~1~m11,~ Ii ,#HbHi••,11Hli l '' I ' 1----1-----------------t-----t---1 ADDRESS: L-J 2 ,1,ii8J,ffill1tHHl~,liltll,,,-,,,t#·#l#l·ttl·Hltl+ "'IHI, l!,ddhl tli ,Ii I i'j i ,, _., htrri!·%ffifHl141i·4Ht#hi>JtHtitr-rHtlrf!HfiW'f iW:,l Iii m;+h1Trhrlir"ihi~i-r:I ) 1: If 7 _ ,}.lLllL!wLlJ.ll...,Jl_JILl-i,,UJ.Jil...,j..wJJli...uLHcJ~LJl.,ll.l!i 111 ,,~ ,_, ':_!U_JLL J I-J. l!f \I If !;; l !-'"0.\._ lrn,"'.'t:°'frlfTW];m·n;:1-,r:.1rr11T"'.!:TT1r;Hi'Frm'Tl~nn1rnr,:-.1 I 1'1 ·1rrwn r~1 rpfl H ,t; l , ;/ 1l,,i:,H,:11hJIHd:th~l-i,i,;,1-:11,,,,, ,~ilhlh41·1h ••I~ ' fr.· I# J,,IJ 1:t, ·M,,', I~', . i ! : -fili:ll!ll~!lihllh·tHi1lr·1H'tlHY~f!rt.1-:±lhi!1-llf~JitW#H•:~ I 111 l11hH!·IH:rl:.1L1 i,'], ,r ~ I J , .k-. 4.JJl.Lt'-.!JJ.1/JJ.IJ.l,!1. l'.:J;J.LJJJ.J.1.'J .• Ji''.!I. 11'.J,;_dJ.!L:J..l;.Jl.!JUJ,. I I ! 11 .. 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DASHED SYMBOL INDICATES _---S:C,, --------· ------LANDSCAPE CONTRACTOR TO ----------~ •' I\ I,,' ' "' 'i ' . . \ \ . , ' • " -------------==F-TH1s cu RB REQUIRED TO OELINIATE ---•-------------------INS'f_ALL HYD._RosEE~_TU_Rl;,..~~~s._ -:---=:-=-=-------:-__ ·. __ ~ ' , ' , ·., _ t-,' · C ·\ ' · ·->:--_,_,_ \. I ' '-// •~ "" .~ -· _-h ~ ~~ --= = : -~ /:-=-~see-no,"~'" ,m~rn ---: :'5;:" ~ --, C ~ _. ~ ~ : ~; _ _ _ , _ __, • • '\ l-7 I -~ es --_-_-_-•· I . / °"';--:::fl\ · 5 ---t··. ~ --' 1---l --1,.. J fl ~~... ,,,; / __ , 0 :, \ 0 -, ' I, /h----.-i><\-4-0 1 (' O ' /-,._ ~~~--t:c:~_l __ -.-=---.:----1-'-___ :..-_ ~-~ _ ~-·--:=--=-.------1/'=~~ -J / --..._T, ; ,,,--vt '''" -.... ".·_.:. ·11 _,,-..------:, l'--. o '--t~' '--\-,--, i --" 'v ''-·--"?' v • ~-~--~: ·-----_, L i , .,.. 1 --1 ./ 11111 11 , -..,____,, 1 / -~ -_,:__'1_ ----_-_-'_,-c. _ _--_--_-_w .... 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INSTALL ONE PLANT IN EACH ' " '\ , , ~ t, -------'_~:_c:_----_ -____ -----'"'---- J85g 624"bSTANDARDS 27I5g 1859 UNIT. 45g 1259 1359 705g '-rJ' 1 .. -J.J'--"'-1-\_--_-_-_-_-__ ,_-::__~_c:_·--_-_-_~~-- 1 '\"" ..... --~. j;{----:-----------~·=-=-------==:_~---=-:-::~-~-:::..-- 1 I\ ~ -..--__ :-. -_--_-_-_ -,--_-_-_-_-'•cc;~'..:,_, -~ 'v\lC CHA , · f ------"' -----~-s::. ,~ 1 5 ~, } . \ • \ ' ... \ \ I 7 '' '-,,·: /~ ~ =-~ =::,=-~=====:=========~~~-... '~._~I• , ~✓~~,~---~ ... ·· J.::-=-=-=--=-=-=-=-=0 ~ -1 I/ HOTEL BLDG I ! 'l I ,_ . JU~ --===========:~=========5-'..,~.: ~ / ' I ' I \)ij..,,.J.---1'7-: i \ -=-=-= --=-~'":-=-=-=-=-=-=-=-=--~- 1 'mo.;. ·-i-1. ... u,• ' I ~RHA~C_!A-+-----------"-....... '\ "__, . \. ~ ~ -=---= -= ~= ¼ =--=-=--=-=-= =-= -=--~. I ' L · ; L 72 5g , , ~-~ v-l: ~--=---=-=-=-=-=-=-=-=--=-=-=-=-=-~ ! -7 "" . , . , --~ --=------::----::-=\-;:.-=--=-=-= : --·· 5 --~;:::::=-===--===:......:===--===:__:===---===-. :~--=nL"14-:~ =, .... _i;_~,-Cf ~-Ii ' 6·:~~1~7: REVISIONS MUST BE APPROVED BY PUBLIC HEALTH PLA5~TI~? PLAN20' N MATCHLINE --SEE SHT. L--8 r-wApel landscape architects Inc "¢ -" ~~t:§, . L-6,~r ' ! -· . ··········· 1/1 ENGINEER, PLANNING DIRECTOR AND DISTRICT ENGINEER O m PROJECT SHEET NUMBER L-5 : f~t / ··. -~1!.,1!1.-.• -:-• 1 -~.' -',.; ,(½---.. ;,// PRIOR TO IMPLEMENTATION IN THE FIELD. I '...I' I \U ~ y ~lj {[___ L-8 ?ll·-~;J:2 -1 :f k~t () 'i ~ t,7, ] !Ii I-N-0..,. ____ ....::,D:,::I s=" D~:":~=-z:....R 1"'~p=Tr~o:'"'o-'-v:::ED:_;;C;.,;.H ..;.AN.;.;G:.::E"'TS-:-AccPP:-::R-:O-,-V""ED:c--rD::-A-:T:::-IE DEVELOPERS NAME: LE GOLAN D CALIFORNIA LLC. -~ti ~2-' ,:,1~trhiHil1iH;;1;;;1~:liHll;t1i1~;t1i~~;:ittH1!1HHt1;Hi~ita ff;i-;tiitHi#~·~~r~i+Hii;u '·1:1 t. 1----+---------------+----f-------1 ADDRESS: 1 LEGDLAND DRIVE 1* llildtnt+t81ttHthldttt~IHltl:HllH1~-!tlt+ltiiltftHHH-4 HH1tltl+ht+H·Ht·~ 1 j if 11 }-ill.l"1J,111~Jl.llil.1l!..~Jl.J.tl..JJ,~LJ:.iJL:IL.ll.Li.J ll,lll,111 :H 11" ,.J,1il.J.lL!,_li.J.,~"-•--UI :1 ~ CARLSBAD, CA 92008 TELEPHONE: (760) 918-5300 PLANT KEY REFER TO SHEET L-13 FOR COMPLETE PLANT LIST, AND TO SHEET L-14 FOR NOTES AND DETAILS. KEY PALMS• ARC CUN HOW FOR PHO ROE RHA EXC SYA'CQ' TREES: BOTANICAL "!AME ARCHONTOPHOENIX CUNNINGHAMIANA HOWEA FORSTERIANA PHOENIX ROEBELENII RHAPIS EXCELSA SYAGRUS x MONTGOMERIANA 'COCONUT QUEEN PALM' ARB MAR ARBUTUS 'MARINA' BRA ACE BRACHYCHITON ACERIFOLIUS LAG IND MAGGRA MIC CHA PIN CAN LAGERSTROEMIA INDICA 'NATCHEZ' MAGNOLIA GRANDIFLORA MICHELIA CHAMPACA PINUS CANARIENSIS SHRUBS, VINES, PERENNIALS: AGA TIN AGAPANTHUS AFRICAN US 'TINKERBELL' ALP ZER ALP I NIA ZERUMBET 'VARIEGATA' ASP MYE ASPARAGUS DENSIFLORUS 'MYERS' BOU TOR BOUGAINVILLEA TORCH GLOW' CAL SUR CALLIANDRA SURINAMENSIS CHO TEC CHONDRAPETALUM TECTORUM COP PIN COPROSMA REPENS 'PINK SPLENDOR' COR BAU CORDYLINE BAUERI COR ELE CORDYLINE 'ELECTRIC PINK' COR HYB CORDYLINE hybrids COT LAC COTONEASTER LACTEUS CUP HYS CUPHEA HYSSOPIFOLIA CYC REV CYCAS REVOLUTA DIA TAS DIANELLA TASMANICA 'VARIEGATA' DIO SPI DIOON SPINULOSUM FAT JAP FATSIA JAPONICA HIB ROS HIBISCUS ROSA SINENSIS (HYBRIDS) MUR PAN MURRAYA PANICULATA NAN GUL NANDINA DOMESTICA PHI SEL PHILODENRON SELLOUM PHI XAN PHILODENRON 'XANADU' PIS UMB PISONIA UMBELLIFERA 'VARIEGATA' PIT GOL PITTOSPORUM TENUIFOLIUM 'GOLF BALL' PIT MAR PITTOSPORUM TEN. 'MARJORIE CHANNON' PIT VAR PITTOSPORUM TOBIRA 'VARIEGATA' POD HEN PODOCARPUS HENKELII PYR VEN PYROSTEGIA VENUSTA RHA CLA RHAPHIOLEPIS 'CLARA' RHA UMB RHAPHIOLEPIS UMBELLATA 'MINOR' ROS MEI ROSE MEIJOCOS 'DRIFT PINK' SCH ARB SCHEFFLERA ARBORICOLA SCH PUE SCHEFFLERA PUECKLERI (TUPIDANTHUS) XYL CON XYLOSMA CONGESTUM GROUNDCOVERS• mJI]] ~ r,+••··••,1 .. ; . ; . ' ....... + ••• + + • + FRAGARIA CHILOENSIS FROM FLATS@ 12" o.c. LONICERA JAPONICA 'HALLIANA' FROM FLATS@ 12" O.C. DYMONDIA MARGARETAE FROM FLATS @9" o.c. 'MARATHON' DWARF TALL FESCUE (SOD AND/OR HYDROSEED PER PLAN) SEASONAL COLOR FROM 4' POTS Plant Name Abbreviation [3---("KEY" on Plant List) Quantity --EG--Plant Container Size MULCH REQUIREMENT: A 3" DEEP LA YER OF BARK MULCH SHALL BE APPLIED TO ALL SHRUB AND GROUNDCOVER AREAS, INCLUDING SLOPES UNLESS THEY ARE TO BE HYDROSEEDED (REFER TO NOTES, SHT L--14 FOR HYDROSEED REQ'TS). TURF AREAS SHALL NOT BE MULCHED. NO TREES IN EASEMENTS: NO TREES SHALL BE PLANTED WITHIN WATERLINE EASEMENTS (BOUNDARIES ARE SHOWN ON THE PLANS). NOTE: THESE PLANS ARE FOR PLANTING ONLY. REFER TO ARCHITECTURAL AND CIVIL PLANS FOR HARDSCAPE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 5 CITY OF CARLSBAD PLANNING DEPARTMENT 38 SHEETS PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: LEGOLAND HOTEL CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 APPROVED PLANNING . I--t-'-?-1'7 DATE 571-B Hygeia Avence Leucadia, CA 92024 (760) 943-0760 rwapel2@cax.net CA license #2825 L-1 iltltHl-~,l~.flilll1:ll liH1IIHHH i ~lltiHIIJIHll--ililll--HdH~H.011,. ii,-Jf. ".""II. ~,:,1 1 [:.·. 4" , l 1,:;rri 1:1wrmwnrrnT171nrr TTf71n,__,rr ,Tf11f'1l,ITITITT'lfli ll,-;m:,r; 1, 7i ITT. ; """ , 1 ~ 1 ( 11 mli'ilill ili"llli,11Htillifu'ii·itl·k'!'i~·iH1ll'~llli>Hlli is:·'lr-lli-1:'!rr\,riMH·:il •ri! . I :/ Hi:TTi I: lli·!!i 1!Hh·ilHfrf!i,Hbl88Hiffdt'l.lr~ifi!:f:firHl :\ : H,,-lHiHll,id''i: iri:.;,;;' 1· J· .. , -+----------------t----t--__J--------------------------IDRWN BY: R. W. APEL r--DATE PLAN PREPARED: .N'-'O'-'V-=28"--''-2"'0"--'1'-=2,__ ____ _ -CHCKD BY: PROJECT NO. SOP 96-14(C) DRAWING NO. 472--3L I .b~ l:d.1,L'.J L.!iLJJL.11; 1, Ir, JI, Ur.I' I, ,;!11 JH.JJ.J1l.ljjil:_Ll:.,U,1ci l.Ll1.iw,J,J.i_,_J...J.l.l.L.J,,,E I GRAPHIC KEY 1----+----------------+----+------IBY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC R. W. APEL SHEET 2-.0F 38 SHEETS C.M.W.D. JOB NO. _____ _ \ \ \ .,,,.--El(l~·TING CHAINUNK FENCE ~------------\A,' (1>1 <- I I I I \ ' I I I I I I if) I I I I '¾ ~ CJ u PIN O\N 2 15 g MATCHLINE -SEE SHT. L-9 r•wApel landscape architects Inc 571-B Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2B25 ·er-···· ·-. ---···=,--· 1' C (E} EXISTING GLEDITSIA TREES TO REMAIN lh,-···------- PLANT KEY REFER TO SHEET L-13 FOR COMPLETE PLANT LIST, AND TO SHEET L-14 FOR NOTES AND DETAILS. KEY PALMS: ARC CUN HOW FOR PHO ROE RHAEXC SYA'CQ' TREES: ARB MAR BRA ACE LAG IND MAGGRA MIC CHA PIN CAN BOTANICAL NAME ARCHONTOPHOENIX CUNNINGHAMIANA HOWEA FORSTERIANA PHOENIX ROEBELENII RHAPIS EXCELSA SYAGRUS x MONTGOMERIANA 'COCONUT QUEEN PALM' ARBUTUS 'MARINA' BRACHYCHITON ACERIFOLIUS LAGERSTROEMIA INDICA 'NATCHEZ' MAGNOLIA GRANDIFLORA MICHELIA CHAMPACA PINUS CANARIENSIS SHRUBS, VINES PERENNIALS: AGA TIN AGAPANTHUS AFRICANUS 'TINKERBELL' ALP ZER ALPINIA ZERUMBET 'VARIEGATA' ASP MYE ASPARAGUS DENSIFLORUS 'MYERS' BOU TOR BOUGAINVILLEA 'TORCH GLOW' CAL SUR CALLIANDRA SURINAMENSIS CHO TEC CHONDRAPETALUM TECTORUM COP PIN COPROSMA REPENS 'PINK SPLENDOR' COR BAU CORDYLINE BAUERI COR ELE CORDYLINE 'ELECTRIC PINK' COR HYB CORDYLINE hybrids COT LAC COTONEASTER LACTEUS CUP HYS CUPHEA HYSSOPIFOLIA CYC REV CYCAS REVOLUTA DIA TAS DIANELLA TASMANICA 'VARIEGATA' DI0 SPI DIOON SPINULOSUM FAT JAP FATSIA JAPONICA HIB ROS HIBISCUS ROSA SINENSIS (HYBRIDS) MUR PAN MURRAY A PANIC ULA TA NAN GUL NAN DINA DOMESTICA PHI SEL PHILODENRON SELLOUM PHI XAN PHILODENRON 'XANADU' PIS UMB PISONIA UMBELLIFERA 'VARIEGATA' PIT GOL PITTOSPORUM TENUIFOLIUM 'GOLF BALL' PIT MAR PITTOSPORUM TEN. 'MARJORIE CHANNON' PIT VAR PITTOSPORUM TOBIRA 'VARIEGATA' POD HEN PODOCARPUS HENKELII PYR VEN PYROSTEGIA VENUSTA RHA CLA RHAPHIOLEPIS 'CLARA' RHA UMB RHAPHIOLEPIS UMBELLATA 'MINOR' ROS MEI ROSE MEIJOCOS 'DRIFT PINK' SCH ARB SCHEFFLERA ARBORICOLA SCH PUE SCHEFFLERA PUECKLERI (TUPIDANTHUS) XYL CON XYLOSMA CONGESTUM GROUNDCOVERS: FRAGARIA CHILOENSIS FROM FLATS@ 12' O.C. LONICERA JAPONICA 'HALLIANA' FROM FLATS@ 12" O.C. r,:,;,:,;.:.;,;,1 DYMONDIA MARGARETAE FROM FLATS t.+••••++ @9"0.C. 'MARA THON' DWARF TALL FESCUE (SOD AND/OR HYDROSEED PER PLAN) SEASONAL COLOR FROM 4" POTS Plant Name Abbreviation R-("KEY" on Plant List) Quantity --f;:I~:J.-Plant Container Size MULCH REQUIREMENT: A 3" DEEP LAYER OF BARK MULCH SHALL BE APPLIED TO ALL SHRUB AND GROUNDCOVER AREAS, INCLUDING SLOPES UNLESS THEY ARE TO BE HYDROSEEOED (REFER TO NOTES, SHT. L-14 FOR HYDROSEED REQ'TS). TURF AREAS SHALL NOT BE MULCHED. NO TREES IN EASEMENTS: NO TREES SHALL BE PLANTED WITHIN WATERLINE EASEMENTS (BOUNDARIES ARE SHOWN ON THE PLANS), NOTE: THESE PLANS ARE FOR PLANTING ONLY. REFER TO ARCHITECTURAL AND CIVIL PLANS FOR HARDSCAPE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" 1 :7(~1--;-~TV_L~_E_W_E_D_B_Y_: ________ D_A_TE __ ----1 ! / I ,' 11ti~ PROJECT SHEET NUMBER L-6 INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 6 CITY OF CARLSBAD PLANNING DEPARTMENT 38 SHEETS PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: LEGOLAND HOTEL CALIFORNIA 1 LEGOLAND DR,, CARLSBAD, CA 92024 APPROVED PLANNING PROJECT ND. SDP 96-14(C) 1--i-~-1~ DATE DRAWING ND. 472-3L SHEET JLDF 38 SHEETS C.M.W.D. JOB ND. _____ _ I il\A--_.-,;_;,..~=-:2:'J l I I I I I I I I I I I I I I I I I I I (E) EXISTING JACARANDA TREE TO REMAIN (TYP. SYMBOL) 6" WIDE x 6" DEEP CONCRETE MOW CURB (REFER TO HARDSCAPE PLANS SHT A1.3). DASHED SYMBOL INDICATES THIS CURB IS REQUIRED FOR SEPARATION BETWEEN RECYCLED AND POTABLE WATER IRRIGATION AREAS. 6" WIDE x 6" DEEP CONCRETE MOW CURB (REFER TO HARDSCAPE PLANS SHT. A1.3). THIS CURB IS NOT REQUIRED FOR SEPARATION BETWEEN RECYCLED AND POTABLE WATER IRRIGATION, BUT JS USED AS A BORDER FOR TURF AREA. l_c:,=~ . ,--·- --,-is;_ i - '·. _7 v, _ , ___ ---· ·-- ~ ' I I I I I I i I () 0 () I I I ' I ;\ I \ 0 I • I \ I \ I \ I ' I . I ' . \ I I EXISTING TURF ~ \ -.GRASS TO REMAlf ' __ j e(E) ··-·-. --· 'II (') \ \ 12 5g CYCREV J 15g I RHAC!A 12 5 g I 36" O.C. \/ \ ' ' I ,--., I -MATCHLINE -SEE SHT.L-4- HOTEL BLDG WATERLINE EASEMENT. TO BE QUIT-CLAIMED WHERE SHOWN CROSS-HATCHED. PHI XAN 26 5g RHAEXC 4 15g r I I I I f () _ () -~-//////////~✓-✓-✓~I• \· \ / / / / / / / / /// / / / . ///////// '/. // / / / / / / / j'// / \'/////, ///// 'r///p ////// /,F'/////////// (/ / / / / / / / / (~ / ·Jrf I / / / /_ / / / /. \-G•)/ ' t<'// /////////, /·✓ / / / / / / / / / / / //'°// ///// ////>•-////// ////// ··/_,c,.:_// //////// ✓/-✓-._/_// / / / NEW TURF GRASS SOD"/.._ //////////////. ///////////// /////////// /////// ' /'/-<_/ / / / / / / / / / / / r·✓ / / / / / / /, / / ////////// / / / / / / / >·/. / / / / / / / / / / / ) -,'._/ / / . \ \ \· ; / / / / / / / / /f./ ,___;:;c-....__.,"+.,.r.l ///////////.. //////////// ''✓✓///////// /////// ///////// '//// / / / / / / / ' / / )·// / / / / / / / / / f·// / / / / / / / ,1-✓-✓._ .'//////) / / / / / / / / / / / ,////////V/// I'//////// ( // / / / ',i,✓ / / / / / / / V / / / / / / / / !////////./////////// \1,✓ '.< / / / / / / ;/ / / / / / / / /_..;"..-,L-/ ', /'\z..t / / / /./ / / / / / /,7-✓ / / , / / /·-,I.__( / ✓: / / / /_,.,t,// / / / / . / / / / /7·7'-.,L-,'-7'-/ / / / / / / //////~////////// / / NEW TURF GRASS SOD/ / / / / / / 1 / / / / / / / / /2 / / / )' / / / / / / / / I/// /// 1,/ / / / ///// \ I / / / / / / /, /////)I , \.?·</ / / ' / :,-..,,_ /, . r---: .. v / tc:r-----==i=-. ,,,--"' .... ~---..;_,;/: '--~ ------·-··-· -•-·--,\;-~-.-c;) 0 0 0 GGRA 4 36'b .. INSTALL GROUNDCOVER 24" BACK OF CURB. BARK MULCH- TO COVER ENTIRE PLANTING AREA TO BACK OF CURB. 0 0 \ \ \ PITVAR 28 Sg P/TVAR : STORM WATER BIO-TREATMENT ~--+--r--1 1 UNIT. INSTALL ONE PLANT IN UNIT. \ I \ ··--------+---•. ' I 59 . i I I i ·-----;~--+-----. I --i----; ---- ' I i ! i I! NOTE: 3" DEEP MULCH ONLY, NO FLATTED GROUNDCOVER THESE AREAS, -----+ --· ' HAUMB 111 Sg -··-··· ! NO TREES WITHIN PUBLIC '· --WATER EASEMENT AROUND FIRE HYDRANT '\ I . ···\ ,,--r-.;-.,-y--.,---.,--.r- 1 c.·:--·>-. \ ~; () ' --1 / '1 I ,N --------- '{'._:. < · .. ·. · .. -' NO TREES , °5) i' \ WITHIN 10' OF ., CHECK VALVES ' =-·----1 PIN CAN 2 24"b ---·.,,v _.,.--r~"---~ __---LON.JAP-~,=~, ---f---------L..,...~Fl_ois~ ELEC. I = IL~QUl,PMEN_1l-j - ""-".__,;-"--".....,.._-""-',_,.,_.....✓-.:'-"-",,__,-..c,;o~,' ¥'-"'-"'-' • · ,/ -I'--"",,,....W)-';.-<-_..,, __ """ . .c,c..__._..,,,._. .. --... ' -·· 1/ t Ir ( ,,;1/11 f MATCHLINE -SEE SHT. L-12 r,wApel landscape architects inc x:, :p STORM WATER BIO-TREATMENT UNIT. INSTALL ONE PLANT IN EACH UNIT. /,/"'; INSTALL GROUNDCOVER 24" BACK ,,/ OF CURB. BARK MULCH TO COV_.ER ENTIRE PLANTING AREA TO_JACK OF CURB. / -----·-~£·_ / 7----_., --· --j 1 I' I = REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. ' PLANTING PLAN 0 5' 1 O' 20' PHIXAN 2 5g ) PHIXAN '1 4 15gJ \ ' EXISTING PINUS HALEPENSIS (ALLEPO F'INl=)_TO REMf<_I_N, N (1) PROJECT SHEET NUMBER L-7 PLANT KEY REFER TO SHEET L-13 FOR COMPLETE PLANT LIST, AND TO SHEET L-14 FOR NOTES AND DETAILS. KEY PALMS: BOTANICAL NAME ARCHONTOPHOENIX CUNNINGHAMIANA HOWEA FORSTERIANA PHOENIX ROEBELENII RHAPIS EXCELSA ARC CUN HOW FOR PHO ROE RHA EXC SYA'CQ' SYAGRUS x MONTGOMERIANA 'COCONUT QUEEN PALM' TREES: ARB MAR ARBUTUS 'MARINA' BRA ACE BRACHYCHITON ACERIFOLIUS LAG IND MAGGRA MIC CHA PIN CAN LAGERSTROEMIA INDICA 'NATCHEZ' MAGNOLIA GRANDIFLORA MICHELIA CHAMPACA PINUS CANARIENSIS SHRUBS, VINES, PERENNIALS: AGA TIN AGAPANTHUS AFRICANUS 'TINKERBELL' ALP ZER ALPINIAZERUMBET 'VARI EGA TA' ASP MYE ASPARAGUS DENSIFLORUS 'MYERS' BOU TOR BOUGAINVILLEA 'TORCH GLOW' CAL SUR CALUANDRA SURINAMENSIS CHO TEC CHONDRAPETALUM TECTORUM COP PIN COPROSMA REPENS 'PINK SPLENDOR' COR BAU CORDYLINE BAUER! COR ELE CORDYLINE 'ELECTRIC PINK' COR HYB CORDYLINE hybrids COT LAC COTONEASTER LACTEUS CUP HYS CUPHEA HYSSOPIFOLIA CYC REV CYCAS REVOLUTA DIA TAS DIANELLA TASMANICA 'VARIEGATA' DIO SPI DIOON SPINULOSUM FAT JAP FATSIA JAPONICA HIB ROS HIBISCUS ROSA SINENSIS (HYBRIDS) MUR PAN MURRAY A PANICULATA NAN GUL NAN DINA DOMESTICA PHI SEL PHILODENRON SELLOUM PHI XAN PHILODENRON 'XANADU' PIS UMB PISONIA UMBELLIFERA 'VARIEGATA' PIT GOL PITTOSPORUM TENUIFOLIUM 'GOLF BALL' PIT MAR PITTOSPORUM TEN. 'MARJORIE CHANNON' PIT VAR PITTOSPORUM TOBIRA 'VARI EGA TA' POD HEN PODOCARPUS HENKELII PYR VEN PYROSTEGIA VENUSTA RHA CLA RHAPHIOLEPIS 'CLARA' RHA UMB RHAPHIOLEPIS UMBELLATA 'MINOR' ROS MEI ROSE MEIJOCOS 'DRIFT PINK' SCH ARB SCHEFFLERA ARBORICOLA SCH PUE SCHEFFLERA PUECKLERI (TUPIDANTHUS) XYL CON XYLOSMA CONGESTUM GROUNDCOVERS: mm ~ [~{.:{{::~ j FRAGARIA CHILOENSIS FROM FLATS@ 12" o.c. LONICERA JAPONICA 'HALLIANA' FROM FLATS@ 12' O.C. DYMONDIA MARGARETAE FROM FLA TS @9"0.C. 'MARA THON' DWARF TALL FESCUE (SOD AND/OR HYDROSEED PER PLAN) SEASONAL COLOR FROM 4'' POTS Plant Name Abbreviation [3-("KEY" on Plant List) Quantity --EG-Plant Container Size MULCH REQUIREMENT: A 3" DEEP LA YER OF BARK MULCH SHALL BE APPLIED TO ALL SHRUB AND GROUNDCOVER AREAS, INCLUDING SLOPES UNLESS THEY ARE TO BE HYDROSEEDED (REFER TO NOTES, SHT. L-14 FOR HYDROSEED REQ'TS). TURF AREAS SHALL NOT BE MULCHED. NO TREES IN EASEMENTS: NO TREES SHALL BE PLANTED WITHIN WATERLINE EASEMENTS (BOUNDARIES ARE SHOWN ON THE PLANS)_ NOTE: THESE PLANS ARE FOR PLANTING ONLY. REFER TO ARCHITECTURAL AND CIVIL PLANS FOR HARDSCAPE, TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 7 CITY OF CARLSBAD PLANNING DEPARlMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: 38 SHEETS LEGOLAND HOTEL CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 APPROVED PLANNING 571-B Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2825 l---+--------------1i------i----i DATE PLAN PREPARED: _N~O~V~2~8,~20_1_2 _____ _ DRWN EY: R. W. APEL CHCKD EY: PROJECT NO. SOP 96-14(C) DRAWING NO. 472-3L l-+---------------,[-----t---1 BY: RICHARD APEL, R. W, APEL LANDSCAPE ARCHITECTS INC R. W. APEL SHEET .l..OF 38 SHEETS C.M. W.D. JOB NO. '.2; i...: I Cf) w w Cf) TIE VINE TO Mc.CUN ARBOR PYRVEN FRACHI PIS UMB COLUMNS 2 5g F/ols 3 5g (TYP). 5-DOUBLE, 5-TRIPLE ------~ .... POOL FENCE ----'-'~ r-,-,-.,,---.. I I -~----NEW RETAINING WALL, PER , GRADING PLANS, DWG 472-3A MATCHLINE -SEE SHTL-5 NANGUL COPPIN CYCREV COPPIN 45 5g 9 5g 2 15g 3 5g ORHYB PHO ROE ORHYB 5 5g 2 75g COLOR 1 5 g MULTI 4' p SWIMMING POOL TENT CABANAS & SITE FURNITURE BY OTHERS (REFER TO ARCHITECTURAL FF&E SPECS) EXISTING PINUS _ HALEPENSIS (ALLEPO __ PINE) TO REMAIN. OTIAC 14 5g PHI SEL FAT .JAP PITGOL CYCREV 3 15 g 3 15 g 28 5g 15g PHIXAN 8 5g CH PUE ASPMYE LON .JAP INSTALL GROUNDCOVER 24" BACK r---1-.----1 OF CURB. BARK MULCH TO COVER F/ols ENTIRE PLANTING AREA TO BACK OF MULTI OR 1?.4U 1 15 g ROOTED CUTTINGS DYMMAA FROM FLATS. Flals 9' o.c. CORPIN 11 5 g PITGOL 18 5 g MURPAN S 24'b -~--L.,_....L.. __ -_ __::___ CU~f -----'iv 'Iv __ MUL Tl/BUSH _ FORM STORM WATER BIO-TREATMENT CHO TEC UNIT. INSTALL ONE PLANT IN EACH CHOTEC UNIT. _______ 4 5g 23 Jg -----------., ------ 1 !cc .:J,tii~l~b==~=c._,_--==_--------;,-c----::c-_T _cTj_ ~---1 ----- r-wApel landscape architects Inc 571-B Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2825 DIOSPI 3 15 g PHI XAN 19 5 g COTtAC 12 5 g CYCREV 1 15 g CUPHYS 40 1 g RHAEXC 10 10'bt PJNCAN 5 24'b RHACIA 5 5g CYCREV 3 15 g PHI SEL 3 15g -V ALP ZER 15 5 g MURPAN 81 5g ~-~-= =--~-~-~= = =-=-=-=-~ J -_-_--_---_-_,,, _ _.:----------_--_-__ I ----;p -- --_-''\.----- ------- -------__ ----' ---- ~-_::-,.l,-~ -=-=--~~~-=~~~:=~I -----~ '-, ---= j DJA TAS 9 5g HOTEL BLDG I PITGOL 18 5 g PHI XAN 18 5 g ORHYB 5 5g BAAACE -_- f----,--l----''_, -1----,-----,f-' 3 36'b 13 5g \V PYRVEN 10 5g TIE VINE TO ARBOR COLUMNS (TYP). RHAUMB 2 5g I I I I ,~ I Cf) I~ w z I@ I~ I PLANT KEY REFER TO SHEET L-13 FOR COMPLETE PLANT LIST, AND TO SHEET L-14 FOR NOTES AND DETAILS. KEY PALMS: ARC CUN HOW FOR PHO ROE RHA EXC SYA'CQ' TREES: BOTANICAL NAME ARCHONTOPHOENIX CUNNINGHAMIANA HOWEA FORSTERIANA PHOENIX ROEBELENII RHAPIS EXCELSA SYAGRUS x MONTGOMERIANA 'COCONUT QUEEN PALM' ARB MAR ARBUTUS 'MARINA' BRA ACE BRACHYCHITON ACERIFOLIUS LAG IND MAGGRA MIC CHA PIN CAN LAGERSTROEMIA INDICA 'NATCHEZ' MAGNOLIA GRANDIFLORA MICHELIA CHAMPACA PINUS CANARIENSIS SHRUBS, VINES, PERENNIALS: AGATIN ALPZER ASPMYE BOU TOR CAL SUR CHO TEC COP PIN COR BAU COR ELE COR HYB COT LAC CUP HYS CYC REV DIA TAS DIOSPI FAT JAP HIB ROS MUR PAN NAN GUL PHISEL PHIXAN PIS UMB PIT GOL PIT MAR PITVAR POD HEN PYRVEN RHACLA RHAUMB ROS MEI SCH ARB SCH PUE XYLCON AGAPANTHUS AFRICAN US 'TINKERBELL' ALPINIA ZERUMBET 'VAR/EGA TA' ASPARAGUS DENS/FLORUS 'MYERS' BOUGAINVILLEA TORCH GLOW' CALLIANDRA SURINAMENSIS CHONDRAPETALUM TECTORUM COPROSMA REPENS 'PINK SPLENDOR' CORDYLINE BAUERI CORDYLINE 'ELECTRIC PINK' CORDYLINE hybrids COTONEASTER LACTEUS CUPHEA HYSSOPIFOLIA CYCAS REVOLUTA DIANELLA TASMANICA 'VARIEGATA' DIOON SPINULOSUM FATSIA JAPONICA HIBISCUS ROSA SINENSIS (HYBRIDS) MURRAY A PANICULATA NANDINA DOMESTICA PHILODENRON SELLOUM PHILODENRON 'XANADU' PISONIA UMBELLIFERA 'VARIEGATA' PITTOSPORUM TENUIFOLIUM 'GOLF BALL' PITTOSPORUM TEN. 'MARJORIE CHANNON' PITTOSPORUM TOBIRA 'VARIEGATA' PODOCARPUS HENKELII PYROSTEGIA VENUSTA RHAPHIOLEPIS 'CLARA' RHAPHIOLEPIS UMBELLATA 'MINOR' ROSE MEIJOCOS 'DRIFT PINK' SCHEFFLERA ARBORICOLA SCHEFFLERA PUECKLERI (TUPIDANTHUS) XYLOSMA CONGESTUM GROUNDCOVERS: MIT] ~ FRAGARIA CHILOENSIS FROM FLATS@ 12" 0.C. LONICERA JAPONICA 'HALLIANA' FROM FLA TS@ 12" O.C. DYMONDIA MARGARETAE FROM FLATS @9"0.C. 'MARATHON' DWARF TALL FESCUE (SOD AND/OR HYDROSEED PER PLAN) SEASONAL COLOR FROM 4" POTS Plant Name Abbreviation l3--("KEY" on Plant List) Quantity --tG-Plant Container Size MULCH REQUIREMENT: A 3" DEEP LA YER OF BARK MULCH SHALL BE APPLIED TD ALL SHRUB AND GROUNDCDVER AREAS, INCLUDING SLOPES UNLESS THEY ARE TO BE HYDROSEEDED (REFER TO NOTES, SHT. L-14 FOR HYDROSEED REQ'TS). TURF AREAS SHALL NOT BE MULCHED. NO TREES IN EASEMENTS: NO TREES SHALL BE PLANTED WITHIN WA TERL!NE EASEMENTS (BOUNDARIES ARE SHOWN ON THE PLANS). NOTE: THESE PLANS ARE FOR PLANTING ONLY. REFER TO ARCHITECTURAL AND CIVIL PLANS FOR HARDSCAPE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE APPROVED l-V'?-1~ DATE PLANNING DATE PLAN PREPARED: _cN~O~V~2=8~•~2=0~12~---~ DRWN BY: R. W. APEL PROJECT NO. -CHCKD BY: f---t----------------1------t---1 BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC R. W. APEL SOP 96-14(C) DRAWING NO. 472-3L SHEET .JLOF ~SHEETS C.M.W.D. JOB NO. _____ _ MATCHLINE -SEE SHT.L-6 r-wApel landscape architects inc 571-B Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2825 CHOTEC /~----_·•._ 1 ----' -·-·--~ - ; ' --- PLANT KEY REFER TO SHEET L-13 FOR COMPLETE PLANT LIST, AND TO SHEET L-14 FOR NOTES AND DETAILS. KEY BOTANICAL NAME PALMS: ARC CUN HOW FOR PHO ROE RHAEXC SYA 'CQ' TREES: ARB MAR BRA ACE LAG INO MAGGRA MIC CHA PIN CAN ARCHONTOPHOENIX CUNNINGHAMIANA HOWEA FORSTERIANA PHOENIX ROEBELENII RHAPIS EXCELSA SYAGRUS x MONTGOMERIANA 'COCONUT QUEEN PALM' ARBUTUS 'MARINA' BRACHYCHITON ACERIFOLIUS LAGERSTROEMIA INDICA 'NATCHEZ' MAGNOLIA GRANDIFLORA MICHELIA CHAMPACA PINUS CANARIENSIS SHRUBS, VINES, PERENNIALS: AGATIN ALP ZER ASP MYE BOU TOR CAL SUR CHOTEC COP PIN CORBAU COR ELE CORHYB COT LAC CUP HYS eve REV DIA TAS DIOSPI FATJAP HIB ROS MUR PAN NAN GUL PHISEL PHIXAN PIS UMB PIT GOL PIT MAR PIT VAR POD HEN PYRVEN RHA CLA RHAUMB ROS MEI SCH ARB SCH PUE XYLCON AGAPANTHUS AFRICANUS 'TINKERBELL' ALPINIA ZERUMBET 'VARIEGATA' ASPARAGUS DENSIFLORUS 'MYERS' BOUGAINVILLEA 'TORCH GLOW' CALLIANDRA SURINAMENSIS CHONDRAPETALUM TECTORUM COPROSMA REPENS 'PINK SPLENDOR' CORDYLINE BAUERI CORDYLINE 'ELECTRIC PINK' CORDYLINE hybrids COTONEASTER LACTEUS CUPHEA HYSSOPIFOLIA CYCAS REVOLUTA DIANELLA TASMANICA 'VARIEGATA' DIOON SPINULOSUM FATSIAJAPONICA HIBISCUS ROSA SINENSIS {HYBRIDS) MURRAY A PANICULATA NANDINA DOMESTICA PHILODENRON SELLOUM PHILODENRON 'XANADU' PISONIA UMBELLIFERA 'VARIEGATA' PITTOSPORUM TENUIFOLIUM 'GOLF BALL' PITTOSPORUM TEN. 'MARJORIE CHANNON' PITTOSPORUM TOBI RA 'VARIEGATA' PODOCARPUS HENKELII PYROSTEGIA VENUSTA RHAPHIOLEPIS 'CLARA' RHAPHIOLEPIS UM BELLA TA 'MINOR' ROSE MEIJOCOS 'DRIFT PINK' SCHEFFLERA ARBORICOLA SCHEFFLERA PUECKLERI {TUPIDANTHUS) XYLOSMA CONGESTUM GROUNDCOVERS: milI] ~ FRAGARIA CHILOENSIS FROM FLATS@ 12" o.c, LONICERA JAPONICA 'HALLIANA' FROM FLATS@ 12" O.C. r,x<·X·X·I DYMONDIA MARGARETAE FROM FLATS ~.\ •• ~••· @9"0.C. 'MARATHON' DWARF TALL FESCUE {SOD AND/OR HYDROSEED PER PLAN) SEASONAL COLOR FROM 4" POTS Plant Name Abbreviation [3-("KEY" on Plant List) Quantity ---EB-Plant Container Size MULCH REQUIREMENT: A 3" DEEP LA YER OF BARK MULCH SHALL BE APPLIED TO All SHRUB AND GROUNDCOVER AREAS, INCLUDING SLOPES UNLESS THEY ARE TO BE HYDROSEEDED (REFER TO NOTES, SHT. l-14 FOR HYDROSEED REQ'TS). TURF AREAS SHALL NOT BE MULCHED. NO TREES IN EASEMENTS: NO TREES SHALL BE PLANTED WITHIN WATERLINE EASEMENTS (BOUNDARIES ARE SHOWN ON THE PLANS). NOTE: THESE PLANS ARE FOR PLANTING ONLY. REFER TO ARCHITECTURAL AND CIVIL PLANS FOR HARDSCAPE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" TI~ MIT REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 9 CITY OF CARLSBAD PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: 38 SHEETS LEGOLAND HOTEL CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 APPROVED PLANNING --+-----11---------_.:.:::.::::::..:_::::.:::_..:::'::::='.:::::======-JoRWN BY: R. W. APEL 1-----------PROJECT NO. DRAWING NO. 472-3L C H CK D BY: R. W. APEL SDP 96-14(C) SHEET JLOF 38 SHEETS C.M.W.D. JOB NO. _____ _ ---·----- e(E) ~ FRACHI F/a1s " w ~ {') I .. /~-~-E: ADA RAMP / / NEW ts.1]=DIAN ISLAND (FUTURE SECURITY / / 1/ BOOTH, NO P~~TING). /// ', ~ / / -, /-\ I / ' 11 1_/ 11 ,, ~-~-~ U:i-1·'-l.-.r // --+-=---~~~ /7·~ ➔ 1/ '"~ \ \. \, ·' I. , , I \ ' / \ I ,~, l I I (/) I , . I I I \ \ \ ,. -------------------------· ------ EXISTING LANDSCAPE TO REMAIN (E) EXISTING MATURE ALEPPO PINE TREES (PINUS HALEPENSIS) TO REMAIN (TYPICAL SYMBOL) r------·--·--· -,-------- 1 . ----.,\l r ·r,-II --~ :. -lf ILi I' :·-1 . -'-·:•.:'I:-( ,,: '9'7':r~! . : ,, / EXISTING MATURE ALEPPO PINE TREES (PINUS HALEPENSIS) TO REMAIN (TYPICAL SYMBOL) ~-EXISTING LANDSCAPE TO REMAIN ···-- (E) EXISTING MATURE ALEPPO PINE TREES (PINUS HALEPENSIS) TO REMAIN (TYPICAL SYMBOL) 1 EXISTING LANDSCAPE TO REMAIN V.1--.. ....... -_-- '"'· ---- ,I • .. ·t' . / /-I l!J z ::::; :r: (.) I- <( ~ PLANT KEY REFER TO SHEET L-13 FOR COMPLETE PLANT LIST, AND TO SHEET L-14 FOR NOTES AND DETAILS. KEY PALMS: ARC CUN HOW FOR PHO ROE RHA EXC SYA'CQ' TREES: BOTANICAL NAME ARCHONTOPHOENIX CUNNINGHAMIANA HOWEA FORSTERIANA PHOENIX ROEBELENII RHAPIS EXCELSA SYAGRUS x MONTGOMERIANA 'COCONUT QUEEN PALM' ARB MAR ARBUTUS 'MARINA' BRA ACE BRACHYCHITON ACERIFOLIUS LAG IND MAGGRA MIC CHA PIN CAN LAGERSTROEMIA INDICA 'NATCHEZ' MAGNOLIA GRANDI FLORA MICHELIA CHAMPACA PJNUS CANARIENSIS SHRUBS, VINES. PERENNIALS: AGA TIN AGAPANTHUS AFRICANUS 'TINKERBELL' ALP ZER ALPINIA ZERUMBET 'VARJEGATA' ASP MYE ASPARAGUS DENSJFLORUS 'MYERS' BOU TOR BOUGAINVILLEA TORCH GLOW' CAL SUR CALLIANDRA SURINAMENSIS CHO TEC CHONDRAPETALUM TECTORUM COP PIN COPROSMA REPENS 'PINK SPLENDOR' COR BAU CORDYLINE BAUERI COR ELE CORDYLINE 'ELECTRIC PINK' COR HYB CORDYLINE hybrids COT LAC COTONEASTER LACTEUS CUP HYS CUPHEA HYSSOPJFOLIA CYC REV CYCAS REVOLUTA DIA TAS DIANELLA TASMANICA 'VARIEGATA' DIO SPJ DIOON SPJNULOSUM FAT JAP FATSJA JAPONICA HIB ROS HIBISCUS ROSA SINENSIS (HYBRIDS) MUR PAN MURRAY A PANICULATA NAN GUL NANDINA DOMESTICA PHI SEL PHILODENRON SELLOUM PHI XAN PHILODENRON 'XANADU' PIS UMB PISONIA UMBELLIFERA 'VARIEGATA' PIT GOL PITTOSPORUM TENUIFOLIUM 'GOLF BALL' PIT MAR PITTOSPORUM TEN, 'MARJORIE CHANNON' PIT VAR PITTOSPORUM TOBIRA 'VARIEGATA' POD HEN PODOCARPUS HENKELII PYR VEN PYROSTEGIA VENUSTA RHA CLA RHAPHIOLEPIS 'CLARA' RHA UMB RHAPHIOLEPIS UMBELLATA 'MINOR' ROS MEI ROSE MEIJOCOS 'DRIFT PINK' SCH ARB SCHEFFLERA ARBORICOLA SCH PUE SCHEFFLERA PUECKLERI (TUPIDANTHUS) XYL CON XYLOSMA CONGESTUM GROUNDCOVERS: FRAGARIA CHILOENSIS FROM FLA TS @ 12"0.C. LONI CERA JAPONICA 'HALLIANA' FROM FLATS@ 12" O.C. r·:-:-:·x•:•:I DYMONDIA MARGARETAE FROM FLATS • • • .. • • • • @ 9" o.c. 'MARATHON' DWARF TALL FESCUE (SOD AND/OR HYDROSEED PER PLAN) SEASONAL COLOR FROM 4' POTS Plant Name Abbreviation A-("KEY" on Plant List) Quantity --GB--Plant Container Size MULCH REQUIREMENT: A 3" DEEP LA YER OF BARK MULCH SHALL BE APPLIED TO ALL SHRUB AND GROUNDCOVER AREAS, INCLUDING SLOPES UNLESS THEY ARE TO BE HYDROSEEDED (REFER TO NOTES, SHT. L-14 FOR HYDROSEED REQ'TS). TURF AREAS SHALL NOT BE MULCHED. NO TREES IN EASEMENTS: NO TREES SHALL BE PLANTED WITHIN WATERLINE EASEMENTS (BOUNDARIES ARE SHOWN ON THE PLANS). NOTE: THESE PLANS ARE FOR PLANTING ONLY. REFER TO ARCHITECTURAL AND CIVIL PLANS FOR HARDSCAPE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANT,NG AREAS "AS BUil T" TITLE DATE REVIEWED BY: .. __ .. -·· , _______ _ ~SPECTOR DA TE CARLSBAD MUNICIPAL WATER DISTRICT _,:=:==·:·::::=··=--· -==-==-~-=:--::··-::::-::;i;=r-.::~ ::_:::,---~ SHEET CITY OF CARLSBAD 38 ' ;~•;;_;;;,. :--.., PLANTING PLAN 10 PLANNING DEPARTMENT SHEETS r.wApel -4"" LLL-5 , L-6, .. · • , -~ '::;;=.-,.,~:::-".., ?tr_-.~---iJ_;l_·.· REVISIONS MUST BE APPROVED BY PUBLIC HEALTH 5' 10' 20' N PRO~~~TBi~EET APRNIDVALTAEN60SNCASIPTEE)PRLEACNYSCLFEODR:WATER SYSTEM /Ii ENGINEER, PLANNING DIRECTOR AND DISTRICT ENGINEER O CJ\ . ' ..... /,.I L~P=R:10:R~T~O~IM:P~LE:M:EN:T~A~Tl:ON~IN:,;TH:E~Fl:EL:D~. _____ i_c=~~~I ===Jl~~\.0-:!:::_:!_L~L==-~1~0~~ DISTRICT APPROVED CHANGES LEGOLAND HOTEL CALIFORNIA landscape architects inc 571-B Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2625 ----"" -----" II II n•: ", ,r l, I I J!iil:l:!!!·)VilttfH!fHlfittrli'--JtHt::t!iilHHHllitHff :. 1 '.1 ill . ,, -. j k -2 dEi'l:•mill~:,Hlrohilitllr'tHH'i~lllil%Hl~Wll{I-, HllilH\,li~ll·ilhtt• ·:'·, 1\ 1 1 [i_•·. """'"'_m,•1w0 "·iliwwl!ll"'-w•""''hl"'"ilitt'""'"' " 1 ··· I:•I!t+I~" Ii+/'" u· ' mr:imnmll:m:, 111. ri. ,,;1111 ,,,;mllTFT nm ~n 'lnl, , , m111 •: mm I If 1.l.;.1LHlLilllUl;,lill;_l1;.Jl:Jti!liU!IJ.LILl.l.uJL.l.W.ill.l.UJJ!llllllill,IJ! ,i.rnc_llill:•,Jl:,i;ul'"''' ~ : ,i :z --'' ll!r:n11m1@:r11m :1, mrn:1rr1:;rnnw1m,TTlTTT/ITli111mn:;rl l1nTTr1m1:1:irnnrr,,,'",ll , . ¾, 1 1 j-li:·ttittfrr1H•iiHII 1'tl:hiHtHi li'":l·lii ~,hlHt,~·IIHll,I~ litilHH+li t;, ':"I I!'• ' 1· 1 ~~~1·:~~-i:::i~•l~;~~~'.~:·;~'.~~!!~::~ i ::'.;:~~:~;~~;~;::·:::! 1. (i I GRAPHIC KEY NO. DESCRIPTION APPROVED DATE DEVELOPERS NAME: LEGOLAND CALIFORNIA LLC. 1 LEGOLAND DR., CARLSBAD, CA 92024 l--+---------------1-----1----1 ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 APPROVED TELEPHONE: (760) 918-5300 ~ ... ==1===============================j========j====~1-_________ _..'..'.:.:::.'.:'.~~========-loRWN BY: R. W. APEL DATE PLAN PREPARED: -'Nc.cOc...Vc.....=2=8~2=01~2"-------CHCKD BY: l--+----------------1----+---l BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC R. W. APEL PLANNING SHEET J.Q.OF 38 SHEETS PROJECT NO. SOP 96-14(C) DRAWING NO. 472-3L C.M.W.D. JOB NO, _____ _ I;/ ( --------- 1 I ------- . ..•.. ---------- ·1-·- ·- 1- I I I I I ---"-- -- \ \ \ \ti I,,,--.,.v / I I , I / I / i I I I I ,c--EXISTING;LANDSCAPE TO REMAIN I ;····· I I I I / , I -------...___ I r--- !J ---- I I \- \ (E) 1::XISTING MATURE AL~PPO PINE T~ES (PINUS HALEPENSIS) TO Rfi'MAIN (TYPICAL SYM~OL) 1 ---·· I ~- / I ------ ---~~- ,-,--EXISTING LANDSCAPE TO REMAIN I I --- \ EXISTING VISITOR PARKING FOR ADMINISTRATION BUILDING (15 SPACES) EXISTING LANDSCAPE ---- ----·- --'--,---- 1 r-wApel landscape architects inc 571-6 Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2825 \ \ /;-.....' -----;: _____ / /,-- ------I / I ; I \ I I I I I I I ! I . . r- I I I ' r-----.J I I ; __ _ I 1 I I I I I I I I I 1/1 I I I I / ; / I I I I I I I I ! I I PLANT KEY REFER TO SHEET L-13 FOR COMPLETE PLANT LIST, AND TO SHEET L-14 FOR NOTES AND DETAILS. KEY BOTANICAL NAME PALMS: '/ I I I I I ! I I I I ARC CUN HOW FOR PHO ROE RHAEXC SYA 'CQ' ARCHONTOPHOENIX CUNNINGHAMIANA HOWEA FORSTERIANA PHOENIX ROEBELENII RHAPIS EXCELSA , ! I I I I ' ' ' I I I ' I ' I / / I ' TREES: ARB MAR BRA ACE LAG IND MAGGRA MIC CHA PIN CAN SYAGRUS x MONTGOMERIANA 'COCONUT QUEEN PALM' ARBUTUS 'MARINA' BRACHYCHITON ACERIFOLIUS LAGERSTROEMIA INDICA 'NATCHEZ' MAGNOLIA GRANDIFLORA MICHELIA CHAMPACA PINUS CANARIENSIS I r --I I I L_ SHRUBS, VINES, PERENNIALS: AGATIN ALP ZER ASP MYE BOU TOR CAL SUR CHO TEC COP PIN CORBAU COR ELE CORHYB COT LAC CUP HYS CYC REV DIA TAS DIOSPI FAT JAP HIB ROS MURPAN NAN GUL PHI SEL PHIXAN PIS UMB PITGOL PIT MAR PIT VAR POD HEN PYRVEN RHA CLA RHA UMB ROS MEI SCH ARB SCH PUE XYLCON AGAPANTHUS AFRICANUS 'TINKERBELL' ALP IN IA ZERUMBET 'VARIEGATA' ASPARAGUS DENSIFLORUS 'MYERS' BOUGAINVILLEA 'TORCH GLOW' CALLIANDRA SURINAMENSIS CHONDRAPETALUM TECTORUM COPROSMA REPENS 'PINK SPLENDOR' CORDYLINE BAUER! i I . , I ' ! I i ! ' I ··, I I ' I f-J I ! I ' I ' I I ' I I I I I I I I I ! ' I I I ' I I I ----· ' I i ' I I I i ! ! I ' / ----------- ' I I I I I I L 7 I I I ' I I ' I ' I I l I I I I L I I I I I I I 1 I I . I r I I I I I I ' II I I I I I CORDYLINE 'ELECTRIC PINK' CORDYLINE hybrids COTONEASTERLACTEUS CUPHEA HYSSOPIFOLIA CYCAS REVOLUTA DIANELLA TASMANICA 'VARIEGATA' DIOON SPINULOSUM FATSIA JAPONICA HIBISCUS ROSA SINENSIS (HYBRIDS) MURRAY A PANICULATA NAN DINA DOMESTICA PHILODENRON SELLOUM PHILODENRON 'XANADU' PISONIA UMBELLIFERA 'VARIEGATA' PITTOSPORUM TENUIFOLIUM 'GOLF BALL' PITTOSPORUM TEN. 'MARJORIE CHANNON' PITTOSPORUM TOBIRA 'VARIEGATA' PODOCARPUS HENKELII PYROSTEGIA VENUSTA RHAPHIOLEPIS 'CLARA' RHAPHIOLEPIS UMBELLATA 'MINOR' ROSE MEIJCCOS 'DRIFT PINK' SCHEFFLERA ARBORICOLA SCHEFFLERA PUECKLERI (TUPIDANTHUS) XYLOSMA CONGESTUM GROUNOCOVERS: FRAGARIA CHILOENSIS FROM FLATS@ 12" O.C. LONICERA JAPONICA 'HALLIANA' FROM FLATS@ 12" O.C. ,,;.;.:,:,:•X•l DYMONDIA MARGARETAE FROM FLATS ~.+ .. ~++•1 @9"0.C. 'MARATHON' DWARF TALL FESCUE (SOD AND/OR HYDROSEED PER PLAN) SEASONAL COLOR FROM 4" POTS Plant Name Abbreviation R-("KEY" on Plant Lisi) Quantity ----EG-Plant Container Size MULCH REQUIREMENT: A 3" DEEP lA YER OF BARK MULCH SHALL BE APPLIED TO ALL SHRUB AND GROUNDCOVER AREAS, INCLUDING SLOPES UNLESS THEY ARE TO BE HYDROSEEDED (REFER TO NOTES, SHT. L-14 FOR HYDROSEED REQ'TS). TURF AREAS SHALL NOT BE MULCHED. NO TREES IN EASEMENTS: NO TREES SHALL BE PLANTED WITHIN WATERLINE EASEMENTS (BOUNDARIES ARE SHOWN ON THE PLANS). NOTE: THESE PLANS ARE FOR PLANTING ONLY. REFER TO ARCHITECTURAL AND CIVIL PLANS FOR HARDSCAPE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" I I I I I I I I I I ! I I I I I , I --:-~T-~~-E_W_E_D_BY_: ________ D_A_TE ___ --1 -----j II I I ·, ' -+ 1/ i . I ,I INSPECTOR DA TE / I I I /1 I CARLSBAD MUNICIPAL WATER DISTRICT _I_/ ;...J1-sH-EE_T_C_IT_Y_O_F_C_A_R_L_S_BA-D~-3-8~ ---"--~~ --''-- REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. DISTRICT APPROVED CHANGES +• ....... -;-- PLANTING PLAN N 10' 20' I f/J PROJECT SHEET NUMBER L-11 NO. DESCRIPTION APPROVED DATE DEVELOPERS NAME: LEGOLAND CALIFORNIA LLC. 1----+--------------1-----t---t ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 9200B TELEPHONE: (760) 91B-5300 DATE PLAN PREPARED: NOV 28, 2012 1----+---------------+----+---t BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC 11 PLANNING DEPARTMENT SHEETS PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: LEGOLAND HOTEL CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 APPROVED PLANNING DRWN BY: R. W. APEL CHCKD BY: R. W. APEL PROJECT NO. SOP 96-14(C) 1-V'i-ls DATE DRAWING NO. SHEET 11..OF 38 SHEETS C.M.W.D. JOB NO. _____ _ r-wApel landscape architects inc 571-B Hygeia Avenue Leucadia, CA 92D24 (76D) 943-D76D rwapel2@cox,nel CA license #2825 i I ' / r/ V, J/ t/ I \ I I '------· I r I ,.. t ) \ \ ' I \ I I i I I, ; . - '1 I , I :j _____ j i•1 ·-------\_ I '' I I I· / MATCHLINE O SEE SHT.L-7 ----,- \ I I •(E) (E)\ '\ \ EXISTING TURF I ( t:) GRASS TO REMJ\IN r / / -::_._,,,--, I •(E) I /~~ I I I I I I ' ! I ' I j ' I I I ' ; II I .. I \;;: lJJ :;; lJJ (/). <(- IJJ I I ~ I -I>'. ---, 1 ----w--I -!:i: 3: I I 4--~I I I I I I I I I I I I I I I I I I . I 1 : I l -+< I I I ~;:: I I I I I I I I I I I I ' f REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. PLANTING PLAN N PROJECT SHEET NUMBER D I 5' 10' { 20' I (]J L-12 PLANT KEY REFER TO SHEET L-13 FOR COMPLETE PLANT LIST, AND TO SHEET L-14 FOR NOTES AND DETAILS, KEY BOTANICAL NAME PALMS: ARC CUN HOW FOR PHO ROE RHA EXC SYA 'CQ' TREES: ARCHONTOPHOENIX CUNNINGHAMIANA HOWEA FORSTERIANA PHOENIX ROEBELENII RHAPIS EXCELSA SYAGRUS x MONTGOMERIANA 'COCONUT QUEEN PALM' ARB MAR ARBUTUS 'MARINA' BRA ACE BRACHYCHITON ACERIFOLIUS LAG IND MAG GRA MIC CHA PIN CAN LAGERSTROEMIA INDICA 'NATCHEZ' MAGNOLIA GRANDI FLORA MICH ELIA CHAMPACA PINUS CANARIENSIS SHRUBS, VINES, PERENNIALS: AGA TIN AGAPANTHUS AFRICANUS 'TINKERBELL' ALP ZER ALPINIA ZERUMBET 'VARIEGATA' ASP MYE ASPARAGUS DENSIFLORUS 'MYERS' BOU TOR BOUGAINVILLEA 'TORCH GLOW' CAL SUR CALLIANDRA SURINAMENSIS CHO TEC CHONDRAPETALUM TECTORUM COP PIN COPROSMA REPENS 'PINK SPLENDOR' COR BAU CORDYLINE BAUER! COR ELE CORDYLINE 'ELECTRIC PINK' COR HYB CORDYLINE hybrids COT LAC COTONEASTER LACTEUS CUP HYS CUPHEA HYSSOPIFOLIA CYC REV CYCAS REVOLUTA DIA TAS DIANELLA TASMANICA 'VARIEGATA' DIO SPI DIOON SPINULOSUM FAT JAP FATSIA JAPONICA HIB ROS HIBISCUS ROSA SINENSIS (HYBRIDS) MUR PAN MURRAY A PANICULATA NAN GUL NANDINA DOMESTICA PHI SEL PHILODENRON SELLOUM PHI XAN PHILODENRON 'XANADU' PIS UMB PISONIA UMBELLIFERA 'VARIEGATA' PIT GOL PITTOSPORUM TENUIFOLIUM 'GOLF BALL' PIT MAR PITTOSPORUM TEN, 'MARJORIE CHANNON' PIT VAR PITTOSPORUM TOBIRA 'VARIEGATA' POD HEN PODOCARPUS HENKELII PYR VEN PYROSTEGIA VENUSTA RHA CLA RHAPHIOLEPIS 'CLARA' RHA UMB RHAPHIOLEPIS UMBELLATA 'MINOR' ROS MEI ROSE MEIJOCOS 'DRIFT PINK' SCH ARB SCHEFFLERA ARBORJCOLA SCH PUE SCHEFFLERA PUECKLERI (TUPIDANTHUS) XYL CON XYLOSMA CONGESTUM GROUNDCOVERS: FRAGARIA CHILOENSIS FROM FLA TS @ 12" 0,C, LONICERA JAPONICA 'HALLIANA' FROM FLATS@ 12" O,C, [•:·:•:•.':'.\:I DYMOND IA MARGARETAE FROM FLATS • • • • • • • + @ 9" 0.C. ~ 'MARATHON' DWARF TALL FESCUE ~ (SOD AND/OR HYDROSEED PER PLAN) m SEASONAL COLOR FROM 4" POTS Plant Name Abbreviation [3--("KEY" on Plant List) Quantity --EB-Plant Container Size MULCH REQUIREMENT: A 3" DEEP LA.YER OF BARK MULCH SHALL BE APPLIED TO All SHRUB AND GROUNDCOVER AREAS, INCLUDING SLOPES UNLESS THEY ARE TO BE HYDROSEEDED (REFER TO NOTES, SHT, L-14 FOR HYDROSEED REQ'TS). TURF AREAS SHALL NOT BE MULCHED. NO TREES IN EASEMENTS· NO TREES SHALL BE PL/l.NTED WITHIN WATERLINE EASEMENTS (BOUNDARIES ARE SHOWN ON THE PL/l.NS). NOTE: THESE PL/l.NS ARE FOR PL/l.NT/NG ONLY. REFER TO ARCHITECTURAL AND CIVIL PL/l.NS FOR HARDSCAPE, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 12 CITY OF CARLSBAD PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: 38 SHEETS LEGOLAND HOTEL CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 APPROVED PLANNING DRWN BY: R. W. APEL CHCKD BY: R. W. APEL PROJECT NO, SOP 96-14(C) DRA'MNG NO. 472-3L SHEET 12..OF --3!LSHEETS C.M.W.D. JOB NO ______ _ ' SYMBOL PLANT LIST ZONE 1 (LUSH) PLANT LIST PLANTING OF MODERATE TO HIGH WATER USE, OF LUSH QUALITY, USED IN AREAS OF HIGH USE OR VISUAL IMPORTANCE. PRIMARILY USED AROUND THE IMMEDIATE VICINITY OF THE HOTEL, POOL AND OUTDOOR DINING AREAS. KEY BOTANICAL NAME COMMON NAME SIZE QUANTITY SPECS/ SPACING/ NOTES 1< ~LARGE PALMS .. :" SYA'CQ' -----------' SYAGRUS X MONTGOMERIANA COCONUT QUE-EN-PA-LM------.. ____ F._IELD DUG, CD.. OWNE_f!__l,'IILh TAG AT JUN!3LE JACKS, Vl~-TA,-CA --(ALTERNATE: ARCH-ONTOPHOENix"" _ -----------· 10'TRUNK Hl", ______ . ·--..... J7GC) 967-10~7 .. --· ------·------)1 • } ···-·. CUNNINGHAMIANA, SINGLE TRUNK) (20' FOLIAGE HT.) j , ~ ARC CUN ARCHONTOPHOENIX CUNNINGHAMIANA KIN.(, PALM. ........ 10' TRUNK HT. 11 .SINGLE TRUNKS. _ _ _. ARC CUN _ At-<CHONTUPHOENIX CUN"'N' A"IANA KING PALM_ _ _______ 36" BOXM_ULTI. 17 ... ... DOUBLE~ TRIP_i,,E TRUNKS PER PLAN. _ @ - • 0 0 HOW FOR HOWEA FORSTERIANA _ KENTIA PALM_______ _ _ _ _ _ _ FIELD.DUG, . __ ... 2 __ .. OWNE_R WILL TAG_AT INSTANT JUNGLE, ____ _ . ___ .. _____ -· 10'_ TRUNK HT. ··-··-·· _______ LEUCADIA GROWlNG GROLJr-JDS, CONTACT SMALL TO MEDIOMAccENT PALMS: -------------------ANDY BLANTON (714) 850-9227. ---·-- ------------ PHO ROE PHOENIX ROEBELENII PYGMY DATE PALM --15 GAL_M_U_L T-I-. --2 - ------------------ LARGE EVERGREEN CANOPY TREES: ... ----·----------------.. ---···----- MEDIUM FLOWERING TREES: -----------·---------------- BRA ACE BRACHYCJ--iffi5N ACERIFOLIUS FLAME TREE------··_· ----=-36=--"-=B-=O"-'X'-----~6~ ---------· '"-'---'~-----'--'--------------STAND~A~R=D ___________ _ MEDIUM to LARGE-"'TRC>PICALS": -· . --.. -------·----· --------------- --· ··-. -JTUf'IDANTHUSCALYPTAATLisf --· 24''BOX -6 MULTl,BUSHYTO.GROUND_ ---·····------------ LARGE SHRUBS(< 6'-c, ccH"'IG""H"):---·--···· -------------- SYMBOL . ... ' . ·(\Pi -X ~ ·v ~· " ZONE 2 (REFINED) PLANT LIST PLANTING OF MODERATE TO LOW WATER USE, OF REFINED QUALITY, USED FOR SLOPES, PERIMETERS, SCREENING, AND BACKGROUND PLANTING. NOTE: SOME PLANTS ON THE ZONE 2 LIST ARE ADAPTABLE TO MORE WATER AND MAY ALSO BE INSTALLED IN ZONE 1 AREAS. KEY BOTANICAL NAME COMMON NAME SIZE QUANTITY SPECS/ SPACING/ NOTES --·-·····------·--·----------------CONIFEROUS (PINE) TREES: __ _ -------------------·--·· --· ·-·······---·· ·---........ ------0 MEDIUM-EVERGREEN.TREES: -_____ ______ ___ ___ ----· .. •-------...... ___ .. . • ~--A_R~~Afsl ·~--A-R_B_ur~~ 'MA:_1:_A~_ -_··_-_--_·-_--_--_-__ ··_·-_·_~_-·-_______ :·-~--~---~::-: ~g~--• -i=-··_··==----_·.~--~~~~~=~!;-~f~----=-------·-··· ---- 0 ----=·==------~-C-HA-lv1P _A ___ C ___ A---------=======~-·-__ ---~-~ 24" BOX ----ST AND ARDS._-_-----.... -·--· -------. ..... ----· _._ __ MICCHA·--MICHELIACHAMPAC:A ·-·-·-·· ------·-------14 ----·--··--······-·--· -----· ··-_ -·--······---·- ·--------. -·· -----.. ·--· ---··-. -· -. -------··---·-----·-···---. -·-···-·--------·-------·------· --·-·-···---·-- MED.IUM DECIDUOUS & .FLOWER11N·GT-R°E-ES ···----·-· --· ......... ___ ---· .... ---·---· ··-··--·-·------· ··------------· -------··-·----·---............... - ~------·--- LAG IND lAGERSTROEMIA INDICA'NATCHEZ' . ······-CRAPE MYRTLE . ------·-... ----.. -----·-·--·-······-·-·- ------·24'~!3OX. ..... _J ______ ····· ____ MULTl ·---· ---··-·········--------------- -----------------· ·-----·-----·---------LARGE SHRUBS(< 6' HIGH): ----·------ COT LAC -COTONEASTERLACTEUS ... .. N~C)~, -•==:---_______ SGAL __ J_~-------_ --__ ••=~·=• _·: PffMAR PITTOSPORUMTENUIFOLIUM'MARJORIECHA_N_I\IQN' ... ··==······· . 15GAL. 13 _ BUSH ____ ·-_ ... ------·- -POD HEN --PODOCARPUS HENKELII _ LONG:LEAF YELLOWWOOD ______ 5 GAL (1](f;: _ _ STAKED COLUMNS, FULL TO GROUND, __ XYL CON XYLOSMA CONGESTUM SHINY XYLOSMA 5 GAL 44 ·----------·-----_ ~ ~:: ~:i_ :-~:i~~~~~~~~~~F~-~~Jl~rJ~TA'. -. ~f~:i~;:E·;~E~;~;~T' =~----~·r:i~,_L ___ :;_ --------···· .. ········------------- -------·--·---·---------------------------------------------··-------- -·-----·--------... LOIIVSHRUE!S i PERENNIALS )Wi:)ODYGROUNDCOVERS (1' -3' HIGH): .. _ _. • mm -------------------------------------- LOW SHRLJBS T PERENNIALS /WOODY GROUNDCOVERS (1' -3' ~G~H~)-: ---····· --ASP MEY ASPARAGUS DENSIFLORUS 'MYERS' -MYER'S -ORNAMENTAL ASPARAGUS-5GAL CUP HYS -CUPHEA HYSSOPIFOLIA =--. FALSE HEATHER . . _ __ 1 GAL ---------------------------------- 18 78 ------------------------------ -------·-------------------· -----·----------------- --~---------------·---------------'TROPICAL' CHARACTER (3'-6' HIGH):__ _ _ --·-__ ______ . _ -----·----. -------------- -------------........ ----- -------------··-ACCENT PLANTS (4'-12' HIGH): -· -----·-----------· --------·--·----------------------------------·--· , __ ---------------------- -------------·-·····----·········-----------"·····-----· --···-· ----------- VINES & ESPALIE=R=S~: ___ ·---_ --· ··--·--·-·----· ... ·····--__________ --· ·--·-____ -·--·---·-···-·----· -·-·-·-·· --·--.. _______ _ PYR VEN--PYROSTEGIA VENUSTA FLAME VINE ------------··· 5 GAL 16 ~~--··· .... .. '' ----------· "" ----·------------------- STAKE -~ -······---------------------- GROUNDCOVERS: -----------------------·-··· ------------···-·-----·--·······-·---------· --.......... -------- -----.. -FRAGARIA CHiLOENSIS (AN_D£ORALTERNATES WHERE APPROVED BY L.A.,--=:: FLATS ----·--- ____ : _-F_A_L_KI_A_R_EPEN_S_, MUEHLE.~N=B=EC=cK..clc...cA~AX=IL=LA~R_I_S~, D_I_C_RO_ND_RA __ 'E_M_E_RA_LIJ .. ~A __ L_LS~') _____ --·-----·--_ ----------------.......... ---- -------------------------·--··---------------------- --------------------------------·----··--·----·-·------·--_SEASONAL COLOR FROM 4" POTS (CHOOSE -·---· ____ ---·-. . ........ __ 4~•~po-=-TccS____ ________ _ . 9",18" O,C. DEPE~DING ON VARIETY _________ _ FROM LOBELIA, BEDDING BEGONIA, --------·---·······-------. s·EGo'N.1A RICHMONDEi~.fS1s, COLEUS, 'V'INCA ------==--=-='-=""===~~==-==--='c----------ROSEA, OR OTHER AS APPROVED BY --·---···-----·----LANDSCAPE ARCHIITE'CTOR LEGOO\ND ..... ····· HORTIClJL TlJRAL STAFF. ---···· "" -----···-··-- -----------'MARATHON' DWARF TALL FESCUE 'MARATHON'DWARF TALL FESCUE------------·--···soci ANb76R HYDRDSEED ---- PERPLAN ------ -----------·--· ., _______ ------··----- ------------- ------------------------------·------- -· --- AGAA-FR AGAPANTHus=--:-A""'F"'R"'IC-:-A:cN:cU=-s""''P"'E=T=-E=-R--=P-:-A:--:N,;--;---;Ll:-cLY' OF THE NILE _ _ 5~ __ oc/4\ _ ----····-__ ...... ___ ---·-----·-·-·---· ·---- AGA TIN -AGAPANTHUS AFRICANUS 'TINKERBELL' LILY OF THE NILE 5 GAL 133 -ROS MEI ROSEl~EWOCOSD-RIFTPINK' ... N.C.N. (CARPET TYPE ROSE) -. -. .SGAL ·(jj<t·:=·-----.------ GROONDCO\/ERS:-··-·-----------··-·-----·-"··"" ----····-··-·--····- ----------·--·----------------------------- -----·-·---· --------------· ·-·--·-----· ---·--------~ -------. ----------------... LON JAP LONICERA JAPONICA 'HALLIANA' HALL'S HONEYSUCKLE _ _ _ FLATS .... ALTERNATES: MYOPORUM PARVIFOLIUM, _______ .... --·----················ -----.-.. -.... -_-__ -'.::D'-'.::E-'.::LO-=:S,-0P-ccEccR°"M~-A,_,A:;:Lc::Bc'cAec, ,c:GA~ZA=-'N-C.:IA~R"'IG=Ec=-N:cSc=L'c:Ecc-U-=C-=O:::LEA=N-=-A.e., ======-=-----~---·--===--=-----.: __ . ___ .. _ __ _ _ _ __ SPACE_IJ_@__g'O,C. ROSMARINUS OFFICINALIS 'PROSTRATUS' ---·-----·---·---·---=========-'--'-===~-------- --------------·········---., DYM MAR DYMONDIAMARGAR=E=TAccE=--__ --___-_· ______________ _ ___ FLATS COVER CROP HYDROSEED MIX SLOPES SHALL BE HYDROSEEDED PER CITY OF CARLSBAD "MINIMUM SLOPE PLANTING STANDARDS", SUMMARIZED ON SHEET L-14. SHEET GRADED PADS SHALL BE HYDROSEEDED AND TEMPORARILY IRRIGATED IF THE PAD IS NOT SCHEDULED FOR DEVELOPMENT WITHIN SIX MONTHS OF COMPLETION OF ROUGH GRADING, HYDROSEED MIX 'A': * Seed available from S&S Seeds, Carpinteria, CA Plant LBS per Min. % Min. % Min. % Pure §_Q__~c_i,._es.,_• ____ ---'A""c"'re'------'---P"'ur,,.ityL__~G~e"'rm""i"'na~ti~on~_~L=iv~e~S~e=ed~ Bromus mollis (Blando Brome) Festuca megalura (Zorro Annual Fescue) Trifolium hirtum (Hykon Rose Clover) Total Seed: 20 95 85 8 85 80 30 95 90 58 lbs/acre Fiber Mulch: Type 2000 as manufactured by Conweb, or approved equal. Stabilizing Emulsion (Binder): Ecology Control M-Binder Organic Seeding Additive, or approved equal. Fertilizer: A granular pre-plant fertilizer having an N-P-K analysis of 6-20-20, applied a1 the rate of 10 lbs per 1,000 square feet PLANTING PLANS PLANT IDENTIFICATION SYMBOL [3---Plant Name Abbreviation ("KEY" on Plant List) Quantity ----i;:G-Plant Container Size 81 68 86 Rate: 2,000 lbs/acre Per manuf. PLANT LIST NOTES: 1. PLANT QUANTITIES SHOWN ON PLANT LIST ARE FOR CONVENIENCE PURPOSES ONLY. GRAPHIC PLANT SYMBOLS ON DRAWINGS TAKE PRECIDENCE OVER NUMERICAL QUANTITIES LISTED. IN THE CASE OF GROUNDCOVERS, CONTRACTOR SHALL PROVIDE THE QUANTITY OF PLANTS TO COVER THE AREA GRAPHICALLY INDICATED ON PLANS AT THE SPACING SPECIFIED, 2. PLANT SUBSTITUTIONS PROPOSED BY CONTRACTOR SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL BEFORE PURCHASE OR INSTALLATION. CONTRACTOR BIDDING OF PLANTING: UNLESS STIPULATED DIFFERENTLY IN PROJECT BID INSTRUCTIONS, CONTRACTOR SHALL PROVIDE WITH THE BID A SCHEDULE OF UNIT PRICES FOR EACH PLANT SPECIES AND SIZE (COMPLETE INSTALLED COST), WHICH SHALL BE USED FOR ADDITIONS AND DELETIONS, PROVIDE A SEPARATE UNIT COST FOR HYDROSEEDING ON A SQUARE FOOT AREA BASIS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BU I LT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 13 CITY OF CARLSBAD PLANNING DEPARTMENT 38 SHEETS r,wApel REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD, PROJECT SHEET NUMBER PLANT LIST L-13 PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: landscape architects inc 571-B Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2825 GRAPHIC KEY DISTRICT APPROVED CHANGES NO. DESCRIPTION APPROVED DATE DEVELOPERS NAME: LEGOLAND CALIFORNIA LLC. LEGOLAND HOTEL CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 1-----l----------------+----t-----i ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 APPROVED TELEPHONE: {760) 918-5300 PLANNING 1-----4----------------~,f------t---, DATE PLAN PREPARED: .N-"O=--V~2"'8.,_, ~2'-'D--'-1=-2 _____ _ -CHCKD BYc 1-----4-------------------,f------t---, BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC R. W. APEL DRWN BY, R. W. APEL SHEET .13.OF 38 SHEETS /-V1'-1~ DATE PROJECT NO. DRAWING NO. SOP 96-14(C) 472-3L C.M.W.D. JOB NO. LANDSCAPE REQUIREMENTS & NOTES GENERAL: 1. PLANTING AND IRRIGATION CONTRACTOR IS RESPONSIBLE TO CONSULT WITH GENERAL CONTRACTOR'S SITE SUPERINTENDENT, APPROPRIATE GOVERNMENTAL AGENCIES, AND TO REVIEW THE OTHER PROJECT DRAWINGS NOT INCLUDED IN THE LANDSCAPE DRAWING PACKAGE, TO LOCATE AND VERIFY THE PRESENCE OF EXISTING AND PROPOSED UNDERGROUND UTILITIES, PIPES, FOUNDATIONS, STRUCTURES AND OTHER FEATURES. CONTRACTOR IS ADVISED THAT THE ACTUAL AS-BUILT LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES MAY NOT BE WHERE SHOWN ON DRAWINGS. PLANTING AND IRRIGATION CONTRACTOR SHALL PAY FOR COSTS TO REPLACE OR REPAIR BOTH ABOVE GROUND AND UNDERGROUND ITEMS DAMAGED BY HIM. 2. DO NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN THE DURING THE DESIGN PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. 3. BE RESPONSIBLE FOR COORDINATING OTHER CONTRACTORS WORK RELATED TO PROPER EXECUTION OF YOUR WORK. 4. PRIOR TO BEGINNING PLANTING OPERATIONS, VERIFY THAT GRADES ARE WITHIN 1110TH OF A FOOT PER THE PRECISE GRADING PANS. ENSURE THAT FINISH GRADE ELEVATIONS OF PLANTING AREAS ARE SET AT THE PROPER ELEVATIONS RELATIVE TO PAVING FINISH SURFACE ELEVATIONS, UTILITY COVERS AND CURBS. BRING TO THE ATTENTION OF THE GENERAL CONTRACTOR AND OWNER'S REPRESENTATIVE ANY DISCREPENCIES. PLANTING: 1. PLANT MATERIAL, LE TREES, SHRUBS VINES, ESPALIERS AND GROUNDCOVERS, MUST BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. PLANT MATERIAL INSTALLED WITHOUT OWNER'S AUTHORIZED REPRESENTATIVE'S APPROVAL MAY BE SUBJECT TO REMOVAL AND REPLACEMENT WITH RELATED COSTS PAID FOR BY CONTRACTOR 2. SOME PLANT MATERIAL WILL BE TAGGED AND/OR PURCHASED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AT A NURSERY SELECTED BY HIM. OBTAIN A LIST FROM OWNER'S REPRESENTATIVE OF ?RE-TAGGED OR PURCHASED MATERIAL PRIOR TO PROCUREMENT OF PLANT MATERIAL. IF PLANTS ARE TO BE TAGGED BY CONTRACTOR IN-LIEU OF OWNER'S AUTHORIZED REPRESENTATIVE, ENSURE THAT PLANTS OF A SIMILAR SPECIES AND VARIETY HAVE MATCHING FORM UNLESS INDICATED OTHERWISE ON DRAWINGS. 3. FINAL LOCATIONS OF PLANT MATERIALS ARE SUBJECT TO APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. PERFORM THE FOLLOWING BEFORE BEGINNING PLANTING PIT EXCAVATION: A SHRUBS -PLACE ACTUAL PLANT CONTAINERS ON-SITE IN "FINAL" LOCATIONS B. TREES -CHALK OR STAKE CENTER OF TREE. C. CONTAINER POTS -PLANT OUT ONE PROTOTYPICAL CONTAINER POT. 4. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE IN SUFFICIENT TIME TO PERFORM A SITE OBSERVATION TASK. INSUFFICIENT NOTIFICATION TIME GIVEN OWNER'S AUTHORIZED REPRESENTATIVE MAY REQUIRE THE SITE VISIT TO BE CANCELED, OR POSSIBLY, MAKE CONTRACTOR RESPONSIBLE TO COMPENSATE OWNER'S AUTHORIZED REPRESENTATIVE FOR OVERTIME. 5. PLANT MATERIAL SHALL BE FREE OF PESTS OR DISEASE, INCLUDING PRE-SELECTED OR "TAGGED" PLANT MATERIAL PROVIDED BY OWNER'S AUTHORIZED REPRESENTATIVE. 6. IF THERE ARE DISCREPENCIES BETWEEN ACTUAL SITE CONDITIONS (I.E., SIZE OR LAYOUT OF PLANTING AREAS, GRADES, ETC), AS COMPARED TD WHAT IS INDICATED ON THE DRAWINGS, CONTACT OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO OWNER'S AUTHORIZED REPRESENTATIVE IN A TIMELY FASHION MAY RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE PLANT MATERIALS. 7. TRIANGULARLY SPACE GROUNDCOVERS AND SHRUBS, UNLESS INDICATED OTHERWISE ON DRAWINGS. MAINTAIN HALF ON-CENTER SPACING WHEN ADJACENT PAVED AREAS, WALLS, OR OTHER FIXED EDGES. 8. REFER TO DRAWING DETAILS FOR REQUIRED TREE STAKING AND GUYING METHODS. PROVIDE A SAMPLE MOCKUP OF TREE STAKING AND GUYING FOR REVIEW AND APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO PERFORMING TREE STAKING AND GUYING. ALIGN STAKES PARALLEL WITH THE PREVAILING WIND. 9. DO NOT PLANT TREES CLOSER THAN 4-FOOT TO FIXED EDGES SUCH AS SIDEWALKS AND WALLS, UNLESS INDICATED OTHERWISE ON DRAWINGS ROOT BARRIERS ARE REQUIRED FOR TREES PLANTED WITHIN 5' OF PUBLIC SIDEWALKS, CURBS, PAVEMENT, AND OTHER LOCATIONS WHERE INDICATED ON PLANS. SEE ROOT BARRIER DETAIL, THIS SHEET. 10. THE TOP OF ROOTBALL OF TREES AND SHRUBS SHALL BE PLANTED AT OR SLIGHTLY ABOVE FINAL FINISH GRADE. 11. INSTALL PLANT MATERIAL WITH ITS BEST SIDE FACING THE PREDOMINATE VIEW OF THE PUBLIC. 12, DO NOT PLANT TREES WITHIN 5 FEET OF GAS, WATER OR SEWER LINES. CONTACT OWNER'S AUTHORIZED REPRESENTATIVE IF MEETING THIS CRITERIA DIFFERS FROM LOCATIONS INDICATED ON DRAWINGS 13. PLANTS OR TREES MAY BE RESTRICTED WITHIN PUBLIC EASEMENTS. INFORM OWNER'S REPRESENTATIVE IF EASEMENTS ARE FOUND THAT ARE NOT SHOWN ON THE DRAWINGS. 14 REFER TO DRAWING DETAILS FOR REQUIRED PLANTING METHODS. MINIMUM SLOPE PLANTING STANDARDS (REQUIRED BY CITY OF CARLSBAD LANDSCAPE MANUAL) STANDARD #1 -COVER CROP I REINFORCED STRAW MAT. COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST GROWING GRASSES, CLOVERS, AND/OR WILDFLOWERS. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY DAYS. REINFORCED STRAW MAT IS REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15-APRIL 15 STANDARD #2 -GROUNDCOVER. 100% OF THE AREA SHALL BE PLANTED WITH A GROUNDCOVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS. GROUNDCOVER SPACED TO PROVIDE 100% COVERAGE IN ONE YEAR (EX. ROOTED CUTTINGS FROM FLATS SPACED@ 12'' ON CENTER) STANDARD #3 -LOW SHRUBS. LOW SPREADING WOODY SHRUBS (PLANTED FROM MINIMUM 2-3/4" LINERS} SHALL COVER A MINIMUM 70% OF THE SLOPE SURFACE (AT MATURE SIZE}. STANDARD #4 -TREES AND/OR LARGE SHRUBS. MINIMUM 1 GALLON SIZE CONTAINERS PLANTED AT A MINIMUM RATE OF 1 PLANT PER 200 SF AREAS OF APPLICATION (APPLIES TO SLOPES THAT ARE 6: 1 OR STEEPER ONLY }: A. SLOPES 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS STANDARD #1 REQUIRED. B. SLOPES 4' TO 8' IN HEIGHT: STANDARDS #1, 2 & 3 REQUIRED. C. SLOPES IN EXCESS OF 8' IN HEIGHT: STANDARDS #1, 2, 3 & 4 REQUIRED. AREAS GRADED FLATTER THAN 61 STANDARD #1 (COVER CROP} IS REQUIRED WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN SIX MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. HORTICULTURAL SOIL TESTING AND AMENDMENT: AFTER FINISH GRADES HAVE BEEN SET FOR PLANTING AREAS, TAKE HORTICULTURAL SOIL SAMPLES AT A MINIMUM OF THREE LOCATIONS. SOIL SAMPLES ARE TO BE TESTED BY A QUALIFIED SOIL TESTING LABORATORY (APPROVED BY CITY INSPECTOR) FOR SOIL FERTILITY, BACKFILL RECOMMENDATIONS, AND SOIL PREPARATION RECOMMENDATIONS. SOIL PREPARATION AND BACKFILL MIX REQUIREMENTS SHALL CONFORM TO RECOMMENDATIONS OF THE HORTICULTURAL SOIL REPORT: AMEND EXISTING SITE SOILS ACCORDING TO HORTICULTURAL SOILS TESTING RECOMMENDATIONS, SHOULD IMPORT SOIL BE NECESSARY TO BRING SITE TO SPECIFIED FINISH GRADES, INDICATE SOURCE LOCATION. ENSURE THAT IMPORT SOIL IS OF A SANDY LOAM NATURE, CONTAINING NO TOXIC CHEMICALS OR ELEMENTS THAT MIGHT INHIBIT OR RETARD NORMAL PLANT GROWTH. SUBMIT SOIL TEST RESULTS OF IMPORT SOIL TO OWNER'S AUTHORIZED REPRESENTATIVE FOR APPROVAL PRIOR TO DELIVERING SOIL TO SITE. MULCH REQUIREMENTS: A MINIMUM 3" DEEP LAYER OF BARK MULCH SHALL BE APPLIED TO ALL SHRUB AND GROUNDCOVER AREAS, INCLUDING SLOPES. TURF AND HYDROSEEDED AREAS ARE EXCLUDED. SUBMITTALS: SUBMIT TO OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL THE FOLLOWING PRODUCT SAMPLES AND TECHNICAL DATA: A. PRE-PLANT AND POST PLANT FERTILIZERS. B. FERTILIZER TABLETS (TO BE USED IN PLANT PIT BACKFILL). C. TREE STAKES, TIES AND GUYING MATERIALS. D. MULCH (COMPOST, BARK, GRAVEL, DECOMPOSED GRANITE, ETC}. F. ORGANIC SOIL AMENDMENT(S}. G INORGANIC SOIL AMENDMENT($} (I.E. GYPSUM, SOIL SULPHUR, ETC}. H. PESTICIDES, HERBICIDES, FUNGICIDES, AND OTHER CHEMICALS PROPOSED FOR USE IN THE PROJECT (SUBMIT TECHNICAL DATA SHEETS ONLY} ALL PRODUCT GUARANTEES, WARRENTIES AND RELATED DOCUMENTS FROM MANUFACTURER'S AND SUPPLIERS. PLANT GUARANTEES: CONTRACTOR SHALL GUARANTEE THE PLANT MATERIAL TO REMAIN IN A HEALTHY AND THRIVING STATE, FREE OF PESTS OR DISEASE, FOR THE FOLLOWING PERIODS, COMMENCING ON THE DATE OF SUBSTANTIAL COMPLETION: A TREES 15 GALLON AND LARGER, AND OTHER PLANT MATERIAL 24" BOX SIZE OR LARGER: ONE (1) YEAR B. TREES LESS THAN 15 GALLON SIZE, AND ALL SHRUBS, GROUNDCOVERS, TURF AND OTHER PLANT MATERIAL LESS THAN 24" BOX SIZE: NINETY (90) DAYS. CONTRACTOR SHALL REPLACE ANY DEAD OR SIGNIFICALLY DECLINING PLANT MATERIAL WITHIN 14 DAYS OF DISCOVERY, AND IN ANY CASE, NO LATER THAN THE END or THE GUARANTEE PERIOD. OWNER MAY STIPULATE A MAINTENANCE PERIOD IN THE CONTRACT WHEREBY CONTRACTOR WILL BE RESPONSIBLE TO MAINTAIN THE PLANT MATERIAL FORA SPECIFIED LENGTH OF TIME AFTER THE DATE OF SUBSTANTIAL COMPLETION. THE PLANT GUARANTEE PERIODS STIPULATED ABOVE SHALL NOT EXTEND BEYOND THE END DATE OF THE MAINTENANCE PERIOD, UNLESS STATED OTHERWISE IN THE CONTRACT. INSPECTION REQUIREMENTS: CONTRACTOR SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS DURING THE INSTALLATION OF THE WORK. OBTAIN FROM EACH PARTY THE CURRENT INSPECTION REQUIREMENTS PRIOR TO STARTING THE WORK PLANTING AND IRRIGATION SYSTEM INSPECTIONS: i1) PROJECT LANDSCAPE ARCHITECT, R.W. APEL LANDSCAPE ARCHITECTS, INC, TELEPHONE (760) 943-0760. (2) CITY OF CARLSBAD PLANNING DEPARTMENT, TELEPHONE (760) 602-4610. RECYCLED WATER IRRIGATION SYSTEMS: (1) CARLSBAD MUNICIPAL WATER DISTRICT, TELEPHONE (760) 438-2722 (2) COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH -LAND AND WATER QUALITY DIVISION, TELEPHONE (858) 565-5173. FINAL INSPECTION BY THE ABOVE AGENCIES IS REQUIRED PRIOR TO THE PROJECT BEING DEEMED SUBSTANTIALLY COMPLETE. CONTRACTOR SHALL MAKE ANY AND ALL CORRECTIONS IDENTIFIED DURING INSPECTIONS. SCREENING OF UTILITIES: CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT LANDSCAPE ARCHITECT CAN REVIEW THE AS-BUILT LOCATIONS OF ANY UTILITIES THAT MAY HAVE BEEN INSTALLED PRIOR TO LANDSCAPING SO Tl-IA T THE PLANS CAN BE REVISED ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. NOTES TO CITY OF CARLSBAD: ALL LANDSCAPING IS PRIVATE AND WILL BE MAINTAINED BY LEGOLAND IN-HOUSE MAINTENANCE STAFF. EXEMPTION IN TURF GRASS LIMITATION IS TAKEN SINCE RECYCLED WATER IS USED FOR IRRIGATION. .,,-----CROWN OF PLANT TO BE 1" ABOVE FINISH GRADE. 3" DEEP LAYER MULCH (REFER TO SPECS. FOR TYPE OF MULCH). BACKFILL MIX PER SPECS. PLANTING TABLETS PER fl f SPECS. .Jwll lw 111]~1----UNDISTURBED SOIL 111-111 1 • NOTE: ROUGHEN SIDES OF PLANT PIT TO PREVENT GLAZING AND PROMOTE ROOT PENETRATION INTO SURROUNDING SOIL 2 X ROOTBALL NOTE #1: THE BACK OF THE PLANT PIT SHALL SLOPE NOT STEEPER THAN 1:1. INSTALL EROSION CONTROL FABRIC ON THIS SLOPE FACE FOR SHRUBS 15 GALLON SIZE OR LARGER (NOT REQUIRED ON SMALLER CONTAINER SIZES SEE NOTE #1 LINE OF SLOPE ...... c[ll~? lli, '11 PLANTING TABLETS PER SPECS. BACKFILL MIX PER SPECS. ~---3'' DEEP LAYER MULCH (REFER TO SPECS}. ___ CROWN OF PLANT TO BE 1" ABOVE LINE OF SLOPE. CONSTRUCT TEMPORARY WATER BASIN ON SHRUBS 15 GALLON SIZE OR LARGER. NO BASIN ON SMALLER CONTAINER SIZES. UNDISTURBED SOIL 11=111=111 = = rt&' -111,:,111; 11 11;; ;ill, "ill" ,ill-' 2 X ROOTBALL FLAT GRADE CONDITION SLOPE CONDITION (6:1 AND STEEPER) ' ~ N ------CUT OFF DAMAGED END OF STAKE. .,.-------------TREE TRUNK -----~ 'CINCH-TIE OR APPROVED EQUAL ~ ~ 2" DIA ROUND LODGEPOLE PINE TREE STAKES (2). DRIVE ST AKES OUTSIDE OF ROOT BALL. 'CINCH-TIE' OR APPROVED EQUAL TOP OF ROOT CROWN TO BE 1" ABOVE SURROUNDING FINISH GRADE 3" DEEP LAYER MULCH (REFER TO SPECS FOR TYPE OF MULCH) / / 3" HIGH WATE_R BASIN (DELETE IN .L~ TURF AREAS) 'iB~ 1-112 X DIA OF ROOTBALL FLAT GRADE CONDITION CD TREE PLANTING DETAIL No Scale r-wApel landscape architects inc 571-B Hygela Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cornet CA license #2825 GRAPHIC KEY @ SHRUB PLANTING DETAIL No Scale WrlERE TREES ARE INSTALLED ON SLOPES. THE BACK OF LINE OF THE PLANT PIT SHALL SLOPE 5' OR LESS• TREE TRUNK ROOT BARRIERS MATERIAL SHALL BE: NDS SHAWTOWN SM-SERIES ROOT BARRIER SHEET MATERIAL, MODEL#SM-1820, OR APPROVED EQUIVALENT. 0.060" THICK HIGH-IMPACT POLYSTYRENE (HIPS) WITH RUBBERIZER AND UV INHIBITOR DEPTH OF BARRIERS SHALL BE MIN. 18". MANUFACTURER NDS, LINDSAY, CA. (800) 726-1994 WMN.NDSPRO.COM INSTALL ROOT BARRIER BEHIND CURB, SIDEWALK OR PAVEMENT TOP OF BARRIER SHALL BE FLUSH OR SLIGHTLY ABOVE FINISH GRADE. CURB. SIDEWALK OR PAVEMENT • ROOT BARRIERS ARE REQUIRED WHEN TREES ARE INSTALLED WITHIN 5' OF SIDEWALKS, PAVEMENT OR CURBS. NOT BE STEEPER THAN 1 1 INST ALL EROSION CONTROL FABRIC ON THIS SLOPE FACE. STAKING PER DETAILS AT LEFT. TOP OF ROOT CROWN TO BE 1" ABOVE LINE OF SLOPE 3" DEEP LAYER MULCH (REFER TO SPECS FOR TYPE OF MULCH). 2 -----@ ROOT BARRIER DETAIL No Scale BACKFILL MIX FERTILIZER TABLETS PER SPECS. hl 1-112 X DIA OF ROOTBA~t SLOPE CONDITION (6:1 AND STEEPER) REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. DISTRICT APPROVED CHANGES 3" HIGH WATER BASIN PLANTING DETAILS & NOTES PROJECT SHEET NUMBER L-14 i-:,N.:..:O:..:.· 1------"'D::.E::.SC°"R""I P'--T""I O::.N"-------+-A'-P'--PR:..:.O=-V.:..:E=D-+-D"'A-'-Tc=E4 DEVELOPERS NAME: LEGOLAND CALIFORNIA LLC. 1--+---------------+-----1----l ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 TELEPHONE: (760) 918-5300 l---+-----------------t----1-----l DA TE PLAN PREPARED: _,_N,..,,O'-'V--"'28--,,_2,c:O"-'1-"2'---------- BY: RICHARD APEL. R. W. APEL LANDSCAPE ARCHITECTS INC APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 14 CITY OF CARLSBAD PLANNING DEPAR™ENT 38 SHEETS PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: LEGOLAND HOTEL CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 APPROVED PLANNING DRWN BY: R. CHCKD BY: R. /q;, w. APEL w. APEL PROJECT NO. SOP 96-14(C) DRAWING NO. 472-3L SHEET HOF 38 SHEETS C.M.W.D. JOB NO. _____ _ SECTION 2800 LANDSCAPING PART 1 • GENERAL REQUIREMENTS 1.01 WORK INCLUDED A, Work of this section generally includes the provision of horticultural soil testing, soil prnparat1an, planting, mulching, and associated elements and includes all services, labor, materials1 transportation and equipment necessary to perform the Work indicated on the Drawings and as specified herein. 1.02 RELATED SECTIONS A. Section 2810 -Irrigation System 1.03 REFERENCES A. Pertorm the Work in accordance with the Contract Documents as well all applicable laws, codes, ordinances, rules and regulations. B. Conform to requlrements of reference informatlon listed below except where more stringent requirements are shown or specified in the Contract Documents. (1) American Society of Testing Engmeers (ASTM) -as specifically referenced in this Section. (2) American Nurseryman Association -product quality standards. 1.04 SUBMITTALS A. B. C. Submit to the Landscape Architect the items listed in this section. Submittals shall be prepared and submitted in the manner specified in Section 1300-"SUBMITTALS", and as specified in the sections related to the individual items. Product lists: Prior to their incorporation into the Work, the Contractor shall submit lo the Landscape Architect a list of the following products he intends to use in the project: (1) Fertilizers. soil conditioners & amendments. (2) Herbrcides, pesticides, fungicides, bactericides. (3) Mulches & organic soil amendments. (4) Any product or material that may differ in type or brand name from that speciiied. Following revrew of the product lists, the reviewer may require the submission of product samples and/or manufacturer's product literature. Tl1ese shall be submitted by the Contractor in the form and quantity directed. Product and material samples shall be submitted to the 1.andscape Architect for the following listed items. Refer to PART 2 • PRODUCTS AND MATERIALS for specific submittal requirements of each item: (1) Root barrier product sample; (2) Bender baaid product sam1le: (3) Any sand or gravels (if specified); (2) Bark mulches µroduct sample; (3) Imported topsoil sample and horticultural soils reports. (4) Erosion i:ontrol mulch and/or fabric product sample. D. Plant samples: Plarrts shall be subject to apµroval by the Landscape Architect and Owner' representative. Samples shall be provided. Refer to paragraph 2.04 -'PLANT MATERIALS" for requirements. E. Invoices, trip slips or packing labels showing total quantities oi materials delivered shall be submitted to the Landscape Architect for the products and materials listed bolow as evidence of their incorporation into the Work: (1) Seed, per requirements of paragraph 2.07 • SEEDS; (2) All iertilizers, soil conditioners & amendments. (3) Hydromulch and b111der. (4) Mulches. (5) Herbicides, pesticides, fungicides, bactericides. F. Test reports: (1) Soil tests, per paragraph3.0I -SOIL TESTING; (2) Sced testing, per paragraph 2.01 -SEED. G. Empty packaging containers for fertilizers, soil conditioners, soil amerrdments, potting mixes and mulches incorporated into the Work shall be stored at the site for inspection by the Landscape Architect. H. The Contractor shall submit to tl,e Landscape Architect the total area (sf) to be covered by the above listed products and materials. 1.05 SUBSTITUTIONS A. No substitutions of products and materials or plant species, varieties, colors or sizes shall be made without prior written a11proval from the Landscape Architect 1.06 LAYOUT OF WORK A. Layout of plant materials shall follow the drawings as closely as possible. The Contractor shall adjust final plant locations as drrected by the landscape Architect in the freld. Refer to paragraph I.OJ· OBSERVATION AND FIELD COORDINATION WITH THE LANDSCAPE ARCHITECT, and paragraph 3.07 • PLANTING, for procedures. 1.07 OBSERVATION AND FIELD COORDINATION WITH THE LANDSCAPE ARCHITECT A. Landscape Architect's Observations: If so retained and authorized by the Owner, the Landscape Architect will make periodic observations of tlie Work in progress al lhe project site. It is the Contractor's responsibility to keep the Landscape Architect informed of the progress of the Work and to notify him a minimum oi five (5) working days in advance of when observations are required. Notify the Landscape Architect for the following observations: B. C. 0. (1) After completion of demolition, clearing and grubbing, weed abatement, and finish grading, but prior to planting and/or l1ydroseeding. (2) After soil amendments are spread on the site, but prior to therr incorporation into the soil. (3) During placement of rocks and boulders. (4) During placement of trees and other specimen plants for aµproval of locations prior to plant pit excavation (see special requirements for tree placement below). (5) After completion of shrub planting, but before hydmseeding, mulches and groundcovers. (6) After installation of hydroseeding, mulches and groundcovers. (7) Lawn areas, after finish grading and soil preparation, but prior to seeding, stolenizing or sodding. (8) Upon "Substai1tral Completion" uf the Work for a walk-thru and preparation of a "puncl1 list." See Section 1700 • "PROJECT CLOSE-OUT" for procedures and required observations by the Landscape Architect. (9) Upon "Final Completion" oi the Work, at the end of the "Maintenance Period." The Landscape Architect may waive observations at his option. See Section 2810 -IRRIGATION SYSTEM for additional observations that arn required for iffigation system installation. Tree placement: Exact locations of trees as shown on the plans are approximate. The Landscape Architect wili direct the final location of all trees at the project site unless the Contractor is notified by him that this requirement is waived. The procedure for locating trees shall be as fol:Cws: (I) While stll in their containers, the Contractor shall place trees as close as possible to the locations shown on the plans. This shall be done£!!£!_ to planting holes being dug, or Contractor may dig al his own risk. (2) On slopes 2:1 and steeper, or, for large box trees where repositioning is difficult, a wood or metal stake shall be driven into the ground at the tree location shown on the drawings. Stakes shall be a minimum of five (5) feel tall and the lop of each stake color coded with paint or flagging material indicating the different tree species and container sizes. (3) The Landscape Architect will approve each tree location, or direct the Contractor to make adjustcients as necessary. (4) Contractor shall install trees at the epproved locations and allow reasonable repositioning prior to digging planting holes. (5) Trees planted by Contractor in locations not approved by the Landscape Architect are subject to relocation at Contractor's eMpense. The Contractor shall be present at all site observations. Field Orders: The Landscape Architect may issue Field Orders which do not affect Contract price or time. Tl1e Contractor shall comply with and carry out all Field Orders promptly, _L 1.08 MAINTENANCE A. Maintenance responsibility: The Contractor shall continuously maintain all plantings during the progress oi the Work and during the Maintenance Period until Final Acceptance is issued by the Owner. B. Maintenance Period: A:ter Substantial Completion of the Work, a post-construction Maintenance Permd shall begin an lhe date stipulated on the Certificate of Substantial Completion and shall continue thereafter for no less than sixty (60) continue us calendar days, unless specified differently in the Contract. The purpose of this period is to ensure successful plant establishment under the care of the Co11tracl□r. C. Maintenance Operatio11s: 1. Regular maintenance operations shall begin immediately after each plant is installed. All plantrng shall be kept in a healthy, vigorous state, free from disease and pests. Maintenance shall include watering, fertilizing, cleaning, pruning, weed eradication, pest a11d disease control, edging, restaking, spraying, clea11ing up a11d other necessary operations o1 maintenance. All plants found to be dead or in a declining condition shall be replaced immediately upon detection at the expense of the Contractor. 2. Lawns shall be mowed at a frequency consistent with the growth rate of the grass so as to continuously maintain it within the optimal height range for its type. Do not mow wet grnss. Edge J,1wns along a neat and uniform line. Control all insects, fungi a11d invasion by weeds or other unintended grass species. 3. Fertilization: All plantrng areas shall be fertilized at thirty (30) day intervals after planting wrth post-plant granular fertilizer at bag recommended rate. Contractor shall notify tl,e Landscape Architect five (5) working days in advance of the date of fertilizations so that he may inspect the operation. 4. Damage to planting areas shall be repaired immediately, including depressions caused by erosion, vehicles, bicycles or foot traffic. Reseed, plug, stolenize or sod damaged areas. 0. Cost oi Maintenance: The Contractor shall include in the Contract Price the cost of all maintenance during construction and the post-construction Maintena11ce Period. E. Termination of Maintenance Period: The Contractor will be relieved of maintenance work wl1en the final si,ty (60) calendar day plant establishment work has been satisfactorily completed. If maintenance is unsatisfactory, Contractor shall maintain the Work beyond this 60 day period at his expense until all planting is in a healthy thriving condition as determined by the l.andscape Architect Receipt of 1nitten f,nal Acceptance from the Owner shall not be granted until the satisfactory completion of the Maintenance Period. 1.09 PROTECTION, GUARANTEES AND REPLACEMENTS A. B. Protection: The Conti-actor shall be responsible for maintaining adequate protection of the Work during the Maintenance Period. Damaged portions of the Work due to Contractor's acts or failure to provide reasonable protection of the Work shall be nepaired or replaced at no additional cost to the Owner. Contractor will not be held responsible for damage caused by severe weather conditions, vandalism, or other damage that ,s clearly beyond the Contractor's control or otherwise could not have been reasonably prevented by the Contractor. Plant guarantees: 1. All plant material under 15-gallon size, groundcovers and lawns shall be guaranteed to remain healthy and vigorously growing for ninety (90) days from date of Final Acceptance. 2. Al I plant material 15-gallon size and larger shall be guaranteed to remain healthy and vigorously growing for one (1) yearirom date at Final Acceptance. 3. Palms: Phoenix canariensis, P. dactylifera and P. reclinata palm species shall be guarari:eed by the grower and/or contractor to remain aealthy and vigorously grow:ng for a period of two (2) years from date of Final Acceptance. All other palm species (family palmae) shall be guaranteed for a period af cne (1) year from date of Fi11al Acceptance. Palms shall be warranted agarnst decline and/or mortality due to damage during shipment or disease during the guarantee period following permanerrt planting. Particular attention shall be paid to prevention of Penicillium vermoesenia (commonly known as "pink rot") i11fection. To this end, the grower and/or co11trnctor may wish to sI1ecify his lei.'el of involvement during the guarantee period. C. Replacemenf materials: Plants used for replacement shall be of the same kind, size and quality as originally furnished at no additional cost to the Owner. Replacement plants shall be guaranteed for the same length of time as the original plant, commencing on the date the replacement plant was installed and accepted by the Owner. D. Hydroseeding Guarantee: The Contractor shall re-hydroseed all seeded areas that have eroded or have not germinated at the end of each thirty (30) day period, until such time as a solid and uniform stand of healthy seedlings is acl1ieved. Seeded areas where natural rainfall is the sole intended source of irrigation are excluded from this guarantee. PART 2 -PRODUCTS & MATERIALS 2.01 SOIL PREPARATION MATERIALS A. Organic soil amendments for backfill mix and general soil amending purposes shall contain a blend of organic fractions to supply several degrees of breakdown rate, a portion of inorganic amendment that resists further breakdown, a long-lasting form af iron, pH of 5.5-6.0, maximum salinity of 1.75, organic mailer (dry weight) more than 90%, non-ionic wetting agent, and total nitrogen content of approximately 0.5%. Contractor shall submit proposed product(s) for approval by the Landscape Architect Loamex, Kellogg's Gromulch and Kellogg's Forest Humus are pre-approved products. Bulk del1v·ery composts a11d/or municipal "green waste" mulch that has been fully composted may be accepted. Submit product samples, information on origin and composition, and any supplier test results for pre-aiproval by the project Landscape Architect. B. Nitrogen stabilized wood shavings may be accepted only with pre-approval by the Landscape Archrtect. Shavrngs shall be of fine grade containing l % nitrogen. C. Gypsum shall be commercially processed and packaged :or horticultural purposes with 90% passing a 50 mesh screen. D. Iron sulphate shall be co111merc,ally processed ard packaged for horticultural purposes. E. Pre-plant fertilizer for tree, sluub and grnundcover areas shall be commercial type, long lasting, non-burning, controlled release, uniforrs in composition, suitable for application with approved equipment, with an approximate N-P-K nutrient ratio oi 1-10-10 or 6 20-20. F. Post-nlant fertilizer for tree, shrub and grou11dcmmr areas sl1all be commercial type, long-lasting, non•burni11g, slow release, free-flowing, unrforrn rn composition, suitable for application with approved equipment, with an approximate N-P-K nutrient ratio oi 3-2-1 (such as 14-7-3, 11-8-4). Trace minerals shall include approximately 2% iron (expressed metallic), 7% sulfur (elemental), 0.5% Zinc, and 0.15% Manganese. G. Pre-plant fertilizer for turf grass shall be S,ngle Super Phosphate. H. Post-plant fertilizer for turf grass shall be a high 111trngen iert1l1zer such as Ammonium Sulfate, Urea, Calcium Nitrate, or a commercial formulation havrng an approximate N-P-K nutrient ratio of 4-1·2 (such as 21-7-14) with both fast acting and slow release nitrogen. I. J. K. L. Planting tablets shall be tightly compressed, slow-release, commercial grade planting tablets with an approximate N-P-K nutrient ratio of 20-10-5 Fertilizer for potted plants shall be a slow release, granular type such as Osmocote 18-6-12 or 17-7-12, nine-month release. Pre-approved fertilizer and soil conditioner product manufacturers include Band,ni, J.R. Simplot "Best" Brand, Agri-form, and Osmocole. Soil Fumigant shall be for pre-pla11li11g treatment to klll soil fungi, nematodes, weeds and weed seed, both annual and perennial ar.d soil insects as approved by the Landscape Arr:w AJ:>el landscape architects inc 571-8 Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2825 2.02 POTTING SOIL A. All pots, planter boxes and other planting containers shall be backfrlled with 100% corrnnercially manufactured potting soil. Such soil shall be sterilized, free of weed seeds, debris or other materials that WOJld be detrimental to plant health. Potting soil shall be a mixture of organic 111aterials including pine, redwood a11d/or fir bark1 peat moss1 coarse washed sand, ho1ticulturnl pei-lite and/Dr vermicul1te1 and mineral and chemical buffers. B. Supersoil manufactured by Rod McClelland Company, and Kellogg's Planter Mix are pre-apprD"oed products. C. Potting soil shall be moistened, but not saturated, before planting. 2.03 IMPORT TOPSOIL A. Approval required: Topsorl imported to the project site from an off-site location shall be pre-approved by the Landscape Architect prior to transport. B. Soil tests conforming lo the requirements of paragraph 3.01 -SOIL TESTING shall be conducted on all topsorl sources proposed for use. Contractor shall forward test results to the Landscape Architect for review and approval prior to purchasing topsoil. Acceptable test results are specified in the SOIL TESTJNG section. Topsoil deficie11t in mganic matter, but otherwise passing the other testing parameters, may be amended with a humus based amendment approved bJ the Landscape Architect. C. Imported topsoil shall consist of a natural, iertile, friable, sandy loam texture and shall have no characteristics which are detrimental to normal plant growth of most ornamental species. Topsoil shall nut harbor any undesirable pests, diseases, fungal, viral or bacterial agents potentially detrimental to plants and shall be free oi weeds, their seeds or vegetative parts. Topsoil shall be natural in origin, and shall not consist of parent material (subsoil), nor contain stones over one inch (1") in diameter. "Manufactured soil" or "Planter Soil", typically consisting of sand and organic amendments, shall not 1ulf1II the requirements for topsoil. In no, case shall topsoil co11tain more than five per-cent (5%) by volume of the following: stones larger than one inch (1"), coarsesand, and small clay lumps. D. Import topsoil shall be amended with organic, m,neral and iertilizer amendments as specified in paragraph 3.06 • SOIL PREPARATION. 2.04 PLANT MA TE RIALS A. Nomenclature: The scientific and common names of plants specified conform to the latest edit,on of the Sunset Western Garden Book, Lane Publishing Company, Menlo Park, CA. Scie11tific names take precedence. Common names are given for convenience only. B. Suppliers: All plunts shall be supplied from a reputable commercial nursery approved hy tile Landscape Architect All plant material shall be grown at nurseries inspected by 1he State Department of Agriculture. Inspection of plant materials shall be the responsibility of the nursery of origin. All necessary permits or certiiicates shall be secured prior lo delivery of plan1s to the site. c. 0. E. F. All plants shall be vigorous, healthy, shapely, well rooted, and free from disease, pests, insects or !heir eggs. All plant rnateiial shall meet the sizes and requ11ements specified on the plans and legends and the product quality standards of the American Nurseryman Association. Container stock larger tlrnn one (1) gallon size shall have grown in their present cor1lainers for a minimum of siM (6) months, but not over two years. Roots shall be established and well developed throughout the container but shall not be "rootbound." No plants that have cracked or broken rootballs after ce111oval from the container shall be installed, except upon inspection and approval by the Landscape Architect. No trees with damaged or broken rootballs shall be planted. No pruning of plants shall be done except as directed bi the Landscape Architect Lateral branches along the trunks of trees shall not be rnmoved. G. Palm Trees: Palm trees shall be of the type, variety and s,ze specified. Height spec1fred on the drawings refers to the final planted height measured from the soil line to the heart of the leaf crown (meristem), commonly known as "brawn trunk height" The Contractor shall determine and make allowance for a portion of the trunk to be buried necessary to ensure secure anchorage in the grour,d. If the Contractor proposes to use field grown palms, they must be pre-approved by the Landscape Architect. Field grown palms shall have a rootball large enough to ensure quick rn•establishment and shall be pla11ted w1tl11n 24 hours of diggi:ig. All Phoenix s;Jecies palms (Phoen,x canariens1s, P. dactylifera, P. reclinata, etc.) shall be inspected by a recognized pathologist/ pest control advisor who shall inspect each tree prior to delivery primarily to determine any infection of Penicilfium vermoesenia (commonly known as "pink rot'') which should be controlled prior to shipment. Even ri found to be free from infection, the leaf crown of _ill Phoenix palms shall be drenched in a bacterial/fungicide solution (such as Benlate) at the manufacturer's recommended rate prior to shipment. H. Turf Grass Seed: Grass seed shall be fresh, clean, new crnp of seed, premixed by mechan,cal mixer to proportions specified. Seeding rate shall be as recommemled by the seed supplier. I. Landscape Architect's Approval of Plant Material: The Contractor shall provide a minimum of three samples o1 each plant variety in each of the sizes specified for review and approval by the Landscape Architect. Samples shall be brought to the project site for inspection prior to installation. Plants will be observed for conformance to spGcificd variety, size, form, shape, c □11dition1 pests, disease1 latent defecLs ard rnIury. If reIected, plants shall be removed from the site and replaced with the specified materials accep1able to the Landscape Architect at no additional cost to the Owner. Approved samples shall serve as Uie minimum star1dard for all plant material to be furnished. Approved samples shall remain on the site and shall be maintained for comparison with all other plant materials to be furnished. Approved samples shall be incorporated into the Work. J. Plant Materials selected by the Landscape Architect: PRIOR TO BIDDING, the Contractor shall notify tl1e Landscape Architect for direction on what plant material will be selected, or "tagged'\ by the Landscape Architect at tl1e nursery or growing grnunds. Generally, the Landscape Arcl11tect will tag all trees 24" box size and larger as well as certain specimen plant material. The contractor shall purchase all material tagged by the Landscape Architect 2.05 STAKES, TIES & GUYING MATERIALS A. Stakes usod for tree and plan1 supports shall be round Lodgepole Pine, 2" to 2-1 /2' in diameter, no less than ten (10) ieet in length, and treated with copper naphthanate. Stakes shall be conically pointed at the driving end and chamfered at the other. B. Tree ties shall be "Cinch-Tie" by V.I. T. Products, San Diego, or other approved product. C. Guy wires shall be 10 gauge, zinc-coaled steel wire. 2-ply, reinforced rubber hose, 1/2' diameter, shall fully cover guy wires w'1ere they contact tree branches. Guy wires shall be covered their iull exposed length with 1 /2" diameter wl11te P V.C. p1re to enhance their visibility. D. De.adman anchors shall be: (1) pressure-treated 2"x4"x18" douglas fir, or, (2) one 8"x8"x16" concrete block, Deadman shall be completely buried at depth sufficient to prevent withdrawal of the anchor under high wind loading conditions. E. Vine ties shall be "Sturdy Vine Supports" by Ca/JI Plastic Products, Inc, Item #T-012, or approved equal for vines 5 gallon size and smaller. Specimen size or heavy vines may require stronger support in which case galvanizGd scr·cw eyes oi an app1opriate size shall be used (with anch'.lrs if driven into masonry). Tie stems to screw eyes with p'.astic nurse1J tape or otl1er suitable rot and rust resistant material. 1.06 HYDROSEEDING MATERIALS A. Fiber Mulch: Type 2000 as manufactured by Conweb, or approved equal. Hydromulch shall be composed of wood cellulose fiber free from any synthetic or plastic materials and contain no germination or growth inhibiting factors. It shall have a consistent texture which disperses evenly and remains suspended in agitated water. The fiber mulch shall have a temporary green dye to facilitate visual marking of application. Fiber mulch shall conform to the following property analysis: REVISIONS MUST BE APPROVED BY PUBLIC HEAL TI-J ENGINEER, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. DISTRICT APPROVED CHANGES Moisture content: 9.0% +/-3.0% O.D. basis. Organic matter: 99.2% +/· 8.0%. Ash Content: 0.6% +/-0.2%. pH: 4.8 +/-0.5. Water holding capacity: 1,150 grams H20 per 100 grams fiber. Fiber mulch shall be applied at the rate of 2,000 lbs per acre unless noted differently on the plans. After application, hydromulch shall allow the ,ibsorption of water and lhe percolation of rainfall and irrigation lo lhe underlying soil. B. Stabilizing Emulsion (Binder): Ecology Control M-Binder Orgamc Seeding Additive, or approved equal. Shall be an organic derivative such as a gum or a semi-refined secmeed extract or other similar product. Binder shall be applied at the manufacturer's recommended rale1 but shall not ell:ceed twelve (12) gallo11s of water per pound of bl11der solids, or as specifically 11oted 011 the plans. C. Fertilizer: A granular pre-plant fertilizer having an N-P-K analysis of 6-20-20, applied at the rate of 20 lbs per 1,000 square feet (871 lbs/acre), shall be included in the slurry unless noted differently on the plans. This is for bidding purposes only and may be superseded by soils report D. Contractor is responsible for estimating and providing the quantities necessary to completely co~1er the areas shown on the plans. 2.07 SEED A. Packaging: each seed variety shall be supplied in individual packages proportioned for a co111111on unit area (ie., one acre, five acre units). All seed shall be labeled and shall be furnished in sealed containers with signed copies of a statement from the seed supplier certifying that each container of seed is delivered fully labelled in accordance with the California State Agricultural Code and is equal to or bcltar than the requirements o1 these specifications. B. Submit to the Landscape Architect a statement from the seed supplier listing the following 1nfom12.t1011: C. (1) Seed varieties furnished. (2) Seed quantities furnished of each variety (lbs). (3) Minimum guaranteed li~•e seed count per pound. (4) Minimum guaranteed germination rate (percentage). (5) Minimum guaranteed purity (percentage). All seeds shull have a minimum nure live seed count a1 eighty-five percent (85%) -or as indicated on the seed list--as verified hy laboratory testing. D. Noxious weeds shall not exceed one-half of one percent (0.5%) for any seed variety or for the entire seed rr.ix. E. Inert materials shall not exceed eight percent (8%) bJ weight F. Laboratory seed testing shall be the responsibility of the seed supplier. Submit test data to the Landscape Architect prior to any seed operations. G. Seed mix shall be per the plans. H. Seeds which become wet, moldy or otherwise damaged in storage or tra11sil shall not be accepted. 2.08 BARK MULCH A. Bark mulch for use as a top cover in pla11ting areas shi:lll be a commercially manufactured mulch for this i11te11ded puIpose and shall be composed of shredded and cl1ipped bark from Fir, Pine, Cedar or Redwood. Pieces shall fall within asize range of 1/4" to 1-1/2", with over 50% in the 112" to 1" range. Pre-approved products are Kellogg's Medium Grade Walk-On Bark, Butler's Mill Shredded Bark Mu/cir. Other similar products proposed for use shall be submitted to tl,e Landscape Architect for approval. Such materials shall not be from vegetative municipal waste. Submit samples from all proposed sources to the Landscape Architect for approval. 1.09 STRAW MULCHING MATERIALS FOR EROSION CONTROL A. Straw mulch used for erosion control shall be dri and free oi weed seeds. B. Plastic netting used for covering straw mulch on slopes shall be black plastic netting with a maximum mesh size of l"x2" and shall be approved by the Landscape Architect. C. Wire Staples for anchoring nett I1g and straw shall be alumirwm staples1 rni11imum 61· 1011g, havi11g a "U" shape1 commonly called "Jute Staples", and shall be approved by the Landscape Architect. PART 3 · EXECUTION 3.01 SOIL TESTING A. Horticultural soils tests required: After completion of rough gracing and prior to fine grading and soil preparation, the Contractor shall obtain horticultural soils tests that are representative of all planting areas in the project. All soils proposed for importation from olhcr areas shall also be tested for suitabilrty prior to their incorporation into the project. Contractor shall coordinate with Landscape Architect for direction and approval of test sample locations. B. Collection of soil samples: 1. Contractor shall dig test samples as described below, or as recommended by the testing laboratory. 2. Soil samples shall be representative of the varying conditions on the site. Take separate samples where the appearance of the soil varies (color, texture, etc.), areas of differing exposure, drainaie, cut or fill, etc. Separately sample areas where different plant types will occur (lawns, ornamentals, natives, etc.). Do not mix soils with dissimilar properties together. 3. To make a sample, collect three smaller samples within the representative area (not mixing dissimilar soil types); tl1en mix them togetlier into one sample. 4. Collect samples from 1" to 4" below the surface. 5. Samples shall be a minimum of l pint in volume (verify with testing lab), and placed in a clean, sturdy container. Soil should be dry. PROJECT SHEET NUMBER L-15 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BU IL T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 15 CITY OF CARLSBAD PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: 38 SHEETS LEGOLAND HOTEL CALIFORNIA ND. DESCRIPTION APPROVED DA TE DEVELOPERS NAME: LEGOLAND CALIFORNIA LLC. 1 LEGOLAND DR., CARLSBAD,, CA 92024 GRAPHIC KEY 1--+--------------+----1------l ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92DDB TELEPHONE: (760) 91B-5300 DA TE PLAN PREPARED: NOV 28, 2012 l---+---------------1-----+---IBY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC APPROVED PLANNING DR\\t,I BY: R. W. APEL CHCKD BY, R. W. APEL SHEET .JliOF 38 SHEETS PROJECT NO. SOP 96-14(C) l--&r.1$ DATE DRAWING NO. 472-3L C.M.W.D. JOB NO. _____ _ C. D. E. F. G. H. Minimum test reporting requirements: (1) Soil reaction (pH}; (2) Electrical Conductivity (EC); (3) Exchangeable Sodium Percentage (ESP), if EC test results are 6.0 or higher. (4) Organic Matter Content; (5) Soil Textural Classification; (6) Permeability/percolation rate (extract method); (7) Macro.nutrients: nltrogen1 phosphorus, potassium; (8) Micro-nutrients: iron, manganese, calcium; (9) Boron analysis. Test results shall include mcomrnendations by the soil lab for soil conditioning, fertilization rates, and remedial measures for problem areas. Recommendations should consider the general plant material types that will be planted in the subject soils (ie., turf, ornamental trees and shrubs, natives, etc). A11proval of test results: All test results shall be submitted to the Landscape Architect for review. No soil preparation or planting shall be performed until the Landscape Architect has reviewed the test results and approves the soil preparation recommendations. Acceptable test results are: pH: 6 0-7.5. EC: 0·2.0 mill1mhos/cm; above 3.01 corrective action req'd. ESP: 0-12.0; above 15.0, corrective action req'd. Nitrate: 300+ lbs/acre. Phosphorus: 25-55 lbs/acre. Putassrum: 50-110 lbs/acre. Boron: 1.0-4.0 ppm; less than 1.0, too low for normal growth; above 5.0 may be toxic to certain plants. Organic matter: minimum 6% by weight based on the weight of the sample dried to a constant weight at 100 to 110 degrees celsius or as determined by tl1e sulfuric acid test. Adverse test results & soil conditioning: After consideration of soil test results, the Landscape Architect will issue an amended s011 preparation schedule which shall supersede the amendment and fertilization schedule specified in paragraph 3.06 • SOIL PREPA.qA TION. If test resulls indicate high soluble salts (EC), high exchangeable sodium percentage (ESP) readings, or unsatisfactory pH reaction, then appropriate soil conditioners and a leaching program shall be employed prior to application of organic amendments and fertilizers and planting. See paragraph 3.06 · SOIL PREPARATION for procedures. Retest soils after leaching and soil conditioning treatments are made. Do not apply organic soil amenGmcmts and fertilizers until problems of high salts and/or sodium are remedied. Payment for tests: The Owner shall pay for testing laboratory fees and shall specify tl1e testing laboratory. Contractor is responsible for digging samples and delivering to the testing laboratory, 3.02 This section not used, 3.03 WEED ERADICATION A. Prior to planting, eradicate all weeds within the limits of work in the following manner and sequence: 1. Irrigate one to two times per day for a period of at least fourteen (14) calendar days. Irrigate enough to maintain constantly moist soil to a depth of si, inches (6"). 2. After weeds germ irate, apply a post-emergent herbicide designed to kill a broad spectrum of weed species. Apply herbicides with extreme caution and strictly in accordance with manufacturer's recommendations. Take care to protect existing plant material which is to remain as shown on t:ie plans. Do not apply a £@.•emergent herbicide to areas that will be seeded as this would krll the seeds or seedlings, 3. Wait the required period for the herbicide to take effect (approximately 7-14 days). 4. Physically remove all weeds, dead or alive, within the limits of Work. 5. Repeat this process if necessary, and to the sat,sfaction of the landscape architect, until eradication of weeds and their seeds is assured. 3.04 FINISH GRADING OF PLANTING AREAS A. "Rough" grading by others: The project site will be delivered to the Contractor in a "rough' graded condition, unless provided olnerwise 1n the Co,,tr-act. "Rough' grades will be delivered within plus or mrnus one tenth of a foot(+/· 1/10') of the spot elevations and grade lines shown on the drawings, unless noted otherwise on the drawings, the EARTHWORK specifications, or in the Grading Contractor's Contract The Contractor is responsible for verifying in what condition the site will be deli1Jered to him. B. "Finish grading" under this section shall include gradrng to within plus or minus one quarter of an inch(+/. 1/4") of the spot elevations and grade lines indicated on the drawings. The Contractor providing the Work of this Landscape section (generally the "Landscape Contractor") js responsible for finish grading, unless noted otherwise in the Contract C. Finish grading shall include ihe provision of topsoil and its placement by the Contractor. The source of topsoil shall be from the project site or, if unavailable or of unsatisfactory quality as determined by the Landscape Architect, topsoil shall be imported from an off site source. On-site and import topsoil shall net the quality and testing requirements specified elsewhere in this section. D. E. F. G. Finish grades shall be measured after the soil has been water compacted and settled. All undulations and irregularities in the planting surfaces rnsultlng from tillage and all other operations shall be smoothed and floated out before planting operations are initiated. The Contractor shall take every precaution to protect and avoid damage to sprinkler heads, irrigation lines, and other underground utilities during his grading and soil conditioning operations. Final finish grades shall insure positive drainage of the site with all surfaces draining away from buildings. Water shall be directed to swales, gutters, drains, catch basi11s, etc. Ground suriaces shall be sloped at a minimum of two percent (2%) to drain. H. Final grades shall be acceptable to the Landscape Architect before planting operations will be allowed to begin. 3.05 SOIL FUMIGATION A. If indicated in the project Scope of Work, or if directed by the Landscape Architect fumigate the soil to eradicate weeds, weed seeds, soil fungi, nematodes and soil pests. Fumigate in strict accordance with regulatory agencies and manufacturer's recommendations. Lise prnper p1-ecaution adjacent to existing planting. The waiting time for new planting after fumigation shall be per the recommendation of lne fumigant manufacturer. 3.06 SOIL PREPARATION A. Fertilizers, soil conditioners and amendments shall be applied to all planting areas as specified by this Section. B. C. D. E. ''GENERAL" soil preparation shall apply to all planting areas in the project unless specifically noted otherwise on the plans. "General" soil prcpaiation Work includes the incorporation of organic amendments, rni11eral or chemical materials ("soil conditioners") and fertilizers to the entire planting area (100% coverage) in an even distribution and shall be applied just prior to planting. "Plant pit backfill" is in addition to the "general" soil conditioning described here. Unless specified differently in the Plans or Contract, slopes 2:1 or less steep shall receive the applicution of the organic soil amendments spec1f1ed for "general" soil conditioning. Otherwise1 all other fertlllzers1 minerals, gypsum, sulphur, or other in-orga111c soil conditioners shall be app!ied to slopes as specified. In-organic fertilizers and conditioners may be applied in the slurry mi)( for slopes to be hydroseeded if appropriate and approved by the Landscape Architect. Plant pit backfill shall be condrtroned, amended and fertilrzed for all plants at the time of planting per the rates specrfied herein and the detail drawings. The following rates of fertilizers. soil conditioners and organic amendments are for bidding purposes only. Contractor shall obtain l1ort1cultural sorl tests as specified in paragraph3.01 · SOIL TESTING p1·ior to amending saris and submit soil test reports to tl78 Landscape Architect. Reports shall indicate a recommendatio,1 for soil conditioning and amendments. After review of the soil test rnporls, the Landscaµe Architect will issue final soil conditioning and amendment instructions. The Conbact price will be ame11ded as necessary if the instructrons vary from that specified here. Minimum rates for bidding purposes only are as follows. See Part 2 • PRODUCTS & MA TE RIALS for material specifications: F. G. H. 1. "GENERAL" soil conditioning at initial planting of lawn, shrub and groundcover areas: Organic amendment: 6 cu yds per 1000 sq ft. Gypsum: 80 lbs per 1 DOD sq ft. Soil Sulfur: 10 lbs per 1000 sq ft. Iron Sulfate: 10 lbs per 1080 sq ft. Pre-Plant Fertilizer: 40 lbs of 1-10-10, or 20 lb of 6-20-20 /er 1000 sq ft. Lawn seed cover: Kellogg's Topper or Nitrohumus at 8· 12 cu ft per 1000 sf. 2. Plant pit backfill: 50/50 mix of organic amendment and native soil. Gypsum: 8 lbs./cu. yd. Soil Sulfur: 1 lb./cu. yd. Iron Sulfate: 1 lb./cu. yd. Pre-Plant Fertilizer: 4 lbs of 1·10-10, or 2 lbs of 6-20-20 per cu yd, Planting tablets shall be placed in each planting hole at the following rates: 1 5-gram tablet per liner and flat size plant 1 21-gram tablet per gallon container 3 21-gram tablets per 5 gallon container 4 21-gram tablets per 15 gallon container 1 21-gram tablet per each 4 inch of box size PRIOR to application of soil conditioning materials, complete all clearing and grubbing, f111ish grading and weed eradication operations. Clean all planting areas, removing woods, debris and large rocks from the upper soil layer. Application of in-organic soil conditioners (gypsum, sulphur, etc.) shall precede application of org,nic ame11dments and fertilizers if soil tests indic11te adverse salt, sodium, or Ph readings. If these tests were within an accGptable range as determined by the Landscape Architect, application of the non-or·ganic conditioners may take place along with the organic amendments and fertilizers. Correction of excessive salt, sodium or pH factors: 1. If initial soil tests indicated excessive soluble salts, sodium, or adverse pH readings, application of a;ipropriate sorl condrtioners (gypsum, sulphur, lime, etc.) followed by deep water leaching may be necessary prior to planting, as determined by the Landscape Architect. 2. Leaching shall take place after tile irrigation system Is operational and frne grading is complete, but p1im la rncorporation of fertilizers, organic soil amendments and planting, Gypsum, sulphur, soil penetrants (surfactants) and other recommended non-organic conditioners specified to correct adverse soil conditions shall IE applied per soils report recommendations immediately prior to leaching. Conditioners sliall be evenly broadcast over the area to be treateo. Scratch the conditioners into the top inch of soil if possible. Use a soil penetrant/surfacant, such as "SARVON" or "WATER-IN", as label directs to aid moving conditioners into the soil and leaching salts. 3. Application of leach water shall be via the rrrigatron system and shall be applied in a manner so as to move the soluble salts to a minimum depth of 24', or per soils report recommendations. As a general rule, approximately nine inches (9") of water are needed to leach 70% to 80% of soluble salts to a twelve i11ch (12") depth. Apply water· via the irrigation system at a slow rate so as to avoid runoff for a minimum of five (5) irrigations over a fifteen (15) day time span. This may be speeded up for fast d1aining soils, or may require a longer period with shorter, repeat irrigation cycles for heuvy soils. Dig soil to verify actJal water percolat,on depth after each irrigation. Do not allow soil to dry between waterings, 4. After leaching, sari tests shall be taken again to determine if soluble sal~ sodium or pH levels have been corrected. Acceptable test results are as follows: EC: 3,0 max. ESP: 0-12.0 pH: 6.0. 7.5 5. Reapplication of soil conditioners and additional leacl1ing may be necessary if tests are still unsatisfactory. Expense of repeat tests, application of additional soil conditioners beyond lnat specified herein, and repeat leaching operations shall be borne by the Owner. I. Application of organic amendments and fertilizers: After approval of soil test results by the Landscape Architect, and after any soil conditioning and/or leaching to correct salt, sodium or pH problems has been completed, organic amendments and pre-plant fertilizers shall be applied. Evenly spread the amendments over lne surface of all planting areas to be amended at the rates specified herein. Contractor shall notify the Landscape Architect to approve the layer of materials on the soil surface prior to tilling the material into the soil. Failure to do so may require the Contractor to reapply additional conditioning materials to the satisfaction of lne La1:dscape Mchitect at Contractor's expense. After approval of the amendment layer, the material shall be thoroughly and evenly tilled into the soil to a depth of six to eight inches (6"·8") by at least two passes of a rototiller or other approved method. The thoroughness and completeness uf the rutut1lling and incorporation of the soil conditioners/amemlments shall be acceptable to the Landscape Architect. J. No planting shall be installed until approval of soil conditrcning has been given by the Landscape Architect. K. Post-planting fertilization: All planting areas shall be fertilized thirty (30) days after planting (or at the end of the Maintenance Period, which ever is soorrnr) with post•plarit gr;rnular fertilizer at bag reconmrnnded rate. Fertilization shall be applied at sixty (60) day intervals thereafter. 3.07 PLANTING TREES, SHRUBS & GROUNDCOVERS A. B. C. D. Time of planting: Unless specifically approved by the Landscape Architect, plantrng shall D.Ql be performed during weather conditions which may adversely stress newly ilanted material. Planting shall not take place when the forecasted temperatures for that day are l1igher than 9(x, or lower !nan 400 fahrenheit; or during a Santa Ana wind condition. Location of plant materials: Tlie layout of locations for plants and outlines of groundcover and turf shall be approved on tlie site by the Landscape Architect. "Spot' or stake locations of all trees, shrubs and vines prior to digging planting holes for approval by the Landscape Architect per the procedures specified in paragraph l.07 · OBSERVATION AND FIELD COORDINATION WITH THE LANDSCAPE ARCHITECT. Contractor shall check all plant locations for possible interference with existing underground features prior to e,cavation of holes. Ii underground construction or utility lines are encountered in the excavation of planting areas, other locations for the planting may be selected by the Landscape Architect. Damaged plants: No plant will be accepted if the rootball is broken or cracked, branches broken or leaves mutilated, either before, during, or after the process of installation. Plants shall not be allowed to dry out at any time. Install plants rm mediately after removing them from their container. Planting trees, shrubs and vines: I. Planting sequence shall be as follows: (1) Plant and stake all trees and specimen size (boxed) plants. (2) Plant all shrubs and vines. (3) Plant all flatted groundcovers. (4) Install trees, shrubs and vines BEFORE hydroseeding. (5) Install trees in lawn areas BEFORE final soil bed preparation and turf installation. 2. Plant pit excavation: All excavated holes shall have ver•ical sides with roughened surfaces and shall be of the minimum sizes indicated on detailed dr-awrngs. Holes shall be, in all cases, large enough to permit handling and plantmg w1lhout injury or breakage of roots, and shall be generally square in shape. 3. Storage of soil: Protect all areas upon which soil is to be temporarily placed pending its re-use for the filling of planting holes and beds. 4. Excess soil generated from pla11lmg holes shall be spread on ll1e site as directed by tl1e Lar1dsi:ape Architect. r•wApel landscape architects inc 571-8 Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2825 E. F. 5. Soil preparation: Planting beds and plant pit backfill shall prepared with the soil conditioners, amenaments and fertilizers as specified in pa1agraph 3.06 · SOIL PREPARATION. 6. Water plant pits: Prior to selling plants in holes, fill each hole lo top with water a11d allow lo drain 7. Position the plant in the center uf the hole and set plumb. Unless noted otherwise, all plants shall be set at such a depth that after settlicg, tliey bear the same relationship to tl1e surrounding finish grade as they bore to the soil line in the container. 8. Backfill: After positioning the plan~ the backfrll material shall be carefully tamped and settled around the rootball to fill all vords. 9. Planting tablets shall be placed at rrnd-depth in each planting hole per the rntes specif red 1n paragraph 3.06 · SOIL PREPARATION. 10. Construct watering basins aro,Jnd all plants not wrthin lawn areas. Size of basins shall be 1-1/2 trmes the diameter of the root ball. Form basins by mounding an earth berm approximately three inches (3") above the finished grade around the plants (do not cr·eate an eJ1:cavat1on). Water plants thoroughly to the full depth of each pla11trng l1ole immad1ately after planting. 11. Staking: All trees, 15 gallon and larger, sliall be staked per the drawing details. Existing nursery stakes shall. be removed. Staking and guying sliall be accomplished in such a manner as to ins,Jre the proper and healthy growth and safety of lhe plants, property, arid the public. Stakes shall be driven I11lo the ground outside of the roolball laking care ::al to damage the roolliall. Position at least one stake on the windward side of trees. Drive stakes plumb and secure. Tree ties shall be fastened to each tree and stake by looping figure 8's with the inside diameter of tile tie at 2 or 3 times the diameter of the tree (sec detailed draw111gs). 12. Guying: Install guy wires in lieu oi stakes for certain specimen trees per the planting details. Ensure guy wires are flagged or otherwise made visible for safety purposes at all times. 13. String trimmer protection: All trees planted in lawn areas shall liave plastic string trimmer ("weed whacker") protection devrces installed around the base of the tree. "TRIM GUARD' by V./. T Products. San Diego, CA (619) 673-7160, or approved equal. 14. Drainage: The Contractor shall be responsible for all surface and subsurface drainage required which may affect his guarantee of the trees, shrubs and v.I1es. Contractor shall notify the Landscape l\1chitect of any unsat1sfactot)' drainage condition prior lo rnstalling plants. Contractor shall install gravel ··sump type" plant pit drains as shown on the standard planting details for all trees or boxed plant material in slowly draining soils, the cost of which shall be incIudcd in the Conlracl Price. Specimen trees may require more extensive drainage systems which shall be installed under the direction of the Landscape Architect The cost of such systems shall be considered an extra. 15. Pruning: Contractor shall prune plant materials as necessary to provide the specified or approved shape, forrn and/or size characteristics. Pruning may include thinnrng, topping, '!acing" and/or cutting and shall be performed only under the directron of the Landscape Architect. Contractor shall be held liable for replacement of plants or trees pruned without prior approval and direction from 1he Landscape Architect. Planti11g palm trees: l. See Par/ 2 · PRODUCTS & MATERIALS for palm tree material requirements. 2. Palm skinning: The fellowing palm tree species shall be skinned full height, prior to planting, unless noted othe<wise on lne plantrrg details, legends or notes: Washington/a robusta, 11( filifera, Phoen,x canar,ensis, P. dactyldera. 3. Install palms per the detail drawings. Palms shall be set vertical and plumb, unless directed differently by the Landscape Architect in the field. Set palms at a sufficient depth (burying a portion of the trunk if necessary) to ensure the trees are firmly anchored in the ground to withstand expected wind loads. Contractor shall guarantee secure anchorage and may be held liable for properly damage caused by fallen trees. Bare-root and specimen sized palms shall be backfilled with plaster sand, water jetted in place, for firm anchorage. Install plant pit drains in poorly draining soils. 4. Take precautions to prevent infection of palms by pink rot, especially in palms oi in the Phoenix genus. Chemical treatment at the nursery shall be applied as specified for palm trees in Part 2. PRODUCTS & MATERIALS. When pruning or cutting palrrs, sterilize the cutting tool after each tree lo prevent the spread of pink rot. A.prly post-pla11ting pre~'entative treat1mrnts under the direction of a plant pathologist during the Maintenance Period and Guarantee Period. See paragraph i.09 • PROTECTION, GUARANTEES AND REPLACEMENTS for palms. Planting groundcovers from flats: l. Apply "general" soil preparation to the entire planting area as specified in paragraph 3.06 • SOIL PREPARATION. Organic and chemical soil amendments shall be applied uniformly to the entire area to be planted in groundcover and lhorougl1ly tilled into the soil. Fine grade, float smooth and ice-Irrigate to a depth of twelve inches just prior to planting. 2_ Groundcover plants shall be rooted cuttings grown in flats unless noted otherwise on tl78 plans. 3. Plant groundcovers where indicated on the drawings. Plant in a 'triangular' spacing pattern with staggered rows at the intervals called out on tlie plans. Groundcover shall extend underneath the canopy of trees a11d shrubs even if not graphically shown on tl78 plans. 4. Place one 5-gram planting tablet 111 the planting hole of each groundcover plant Irrigate immediately after planting and ensure continued frequent irrigation while groundcovers are rooting out 3.08 INSTALLING LAWNS A. Site preparation: Fine grade and amend soils as specified 111 paragraph 3.04 • FINISH GRADING OF PLANTING AREAS and paragraph 3.06 • SOIL PREPARATION. For pre-plant fertilization, rototill into the soil Single Super-Phosphate at a rate of 40 lbs per 1,000 s.f. and Iron Sulfate at 10 lbs. per 1,000 s.f. B. C. Pre-plant watering: The irrigation system shall be in place, operational and approved by the Landscape Architect prror to installation of lawns. Run the irrigation system daily for a period of at least two (2) weeks prior to installing turf to leach salts and moisten the soil to a depth of at least eight inches (8"). Solid sodding turf grass: 1. Time of installation: Sodding shall be pcrlormed only duri11g the time of day and dur·ing seasoI1s when satisfactory results can be expected. Only when authorized rn wrrtrng by the Landscape Architect may sodding be dcne during unfavorable weather or seasons. 1. Preparation: After the preparation of the sorl, and after tll8 gradrng and the deep watering specrfied herein, !he areas to be sodded shall be raked, floated and rolled to the finish subgrade to receive the sod (1/2" below finish grade) by any standard method acceptable to the Landscape Arcl1itec, with the finish subgrade left smooln and even, free of rrdges and depressions, reasonably well firmed a11d moist to a depth of at least 8 inches. 3. Laying sod: The sod shall be laid smoothly, in one direction only, edge to edge, with closely fitted, staggered butt-Joints. 4, Irrigate: After laying, but prior to rolling, tl78 sod shall be irrigated lightly with a spray mist. Irrigation shall occur within 1 hour after the sod has been exposed to direct sunlight and/or wind. 5. Role: The sod shall immediately be pressed 1innly into contact with the scil using a light weigl1t turf roller or other approved equipment, so as to eliminate all air pockets, provide a true and even surface and ensure knitting without displacement of the sod or deformation of the surtace of ihe sodded areas. 6. Top-dress: Followi11g compaction and when sod area is firm, a blended, screened, and conditioned topsoil shall be used to fill all cracks between the strips of sod. Excess soil shall be worked into the grass with rakes or other suitable equipment. The quantity of fill soil shall be such as will not cause smothering of the grass but will leave the top surface of the soJ even. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. DISTRICT APPROVED CHANGES D. E. F. G. H. 7. Care and watering: Immediately after sodding, irrigate to insure soil moisture to a depth of eight inches (8"), continuously, for a minimum period of three weeks. Daily irrigating may be necessary duri1g warm whether. At no time after planting shall the sod be allowed to dry out. Once the sod has ~ooted, a standa1·d irrigation schedule may be implemented, adapted to the variations in soil type and climatic conditions. Seeding turf grass: 1. Turf types: Install the following "cool season" turf grass types by seed--bluegrass, perennial ryegrass, annual ryegrass, tall fescue, red foscue1 hard fescue1 creeping b~11tgrass. 2. Time of installation: Seeding shall be performed only during 1178 time of day and during seasons when satisfactory results can be expected .. generally during the spring or fall months. The Landscape Architect shall approve the time of installat,on depending on turf type and climatic conditions. 3. Seed bed preparation: After the preparation of the soil, and after the grading and the deep watering spec1f1ed herern, the areas to be seeded shall be raked, floated and rolled to the finish grade by any standard method acceptable to the Landscape Architect, with the finish grade left smooth and even, free of ridges and depressions, reasonably well firmed and moist to a depth of at least 8 inches. 4. Installation: Seed shall be distriliuted in two directions with an approved mechanical seeder (such as Brillion-type seeder). Exercise care so that no seed is distributed into groundcover or shrub areas. 5. Top·dress the seeded area w.th 1/8" to 3/16" deep layer of Kellogg's Topper or N1trohumus. After topdressing, spray lhe area with a fine mist of water to settle the area. 6. Hydroseeding: If approved by the Landscape Architect, Contractor may apply grass seed via l1ydroseeding 111 lieu of that specified above. Apply hydromulch at a rate of 2,000 lbs/acre, binder at 120 lbs/acre, and GRO-POWER brand Hi-Nitrogen 18-3-7 Fertilizer at 350 lbs/acre mixed in the slurry. 7. Care and watering: Irrigate ir7mediately after seeding, and on a schedule thereafter to ensure constant soil moisture until seeds are fully germinated arid rooting. Several irrigations per day may be necessary during warm or windy whetl1er. At no time after planting shall the seed bed be allowed to dry out. Once the seeds have rooted, a standard irrrgation scl7edule may be implemented, adapted to lhe variations in soil type and climatic conditions. 8. Reseeding: Reseed as necessary to insure a solid, uniform stand of turf. Stolenizing turf grass. 1. Turf types: The following turf grass types may be installed by stolenizing .. Bermudagrass (and its hybrid varieties), Zoysra grass. 2. Time of installation: Stolens of "warm season" type grasses shall be installed only when climatic conditions are sufficiently warm to guarantee quick establishment of a healthy and solid stand of turi--generally during the monlhs of April thru July. The sod shall have broken dormancy prior to stolenizing. The Landscape Architect shall approve the start of stolenizing. Under high heat condilions, stolens shall be planted in the early morning or late afternoon. 3. Stolen material: Fresh sod uf the variety specified on the plans shall be delivered to the site by an approved turf grower. The sod shall be processed ,nto stolens at the time of installation. 4. Installation: Planting shall take place within 24 hours of harves'.ing tile sod at the growrng grounds. Soil must be dry prior to installation. Apply stolens at a rate of five (5) bushels per 1,000 sq. ft. Install stolens with a mechanical planter that will shred the sod, broadcast, disc and roll the stolens into the prepared soil to a depth of 1"-3". 5. Care and watering: Immediately after planting, stolens shall be 1nigated to insure soil moisture la a depth of eight inc'les (8"}, continuously, for a minimum period of three weeks. At no time after planting shall stolens be allowed to dry out. Once the stolens l1ave rooted, a standard irrigation schedule may be implemented, adapted to the variations 111 soil type ;rnd climatic conditions. 6. Restolenizing: Replant stolens as necessary to insure a solid, uniform stand of turf. Plugging turf grass: 1. Turf types: The followrng turl grnss types may be i11stalled by plugging -St. Augustine. 2. Time of installation: Plugs shall be installed only when the whether is sufficiently warm to gu21r;-rntee quick establishment of a healthy and solid stand of turf .. generally during the months of April thru July. Tlie sod shall liave broken dormancy prior to plugging. The Landscape Architect sliall approve the start of installation. Under high heat conditions, plugs shall be planted in the early morning or late afternoon. 3. Plug material: Fresh sod of the variety specified on the plans shall be delivered to tlie site by an approvel turf grower. The sod shall be cut into plugs at the site immediately prior to planting. 4, Installation: Planting shall take place within 24 hours o1 harvesting the sod at the growing grounds. Soil should be moist and workable during installation. Cut sod with a sharp knife into plugs 2"·3" square in size. Plant plugs twelve inches (12") apart, uniformly spaced. Roll the plugs to insure good contact with the soil. 5. Care and watering: Immediately after planting, the lawn bed shall be irrigated to insure soil moisture to a depth of eight inches (8"), continuously, for a minimum period of three weeks. At no time after plantrng shall the bed be allowed to d1-y out. Once the plugs have rooted, a standard irrigation schedule may be Implemented, adapted to the variations in soil type and climatic conditions. 6. Replugging: Replant plugs as necessary to insure a solid, uniform stand of turl. Mowing: During turl establishment (the first nrnety (90) doys after planting) maintain cool season turf types (bluegrass, fescue, ryegrass) at two inches (2") heighl Maintain warm-season types (bermudagrass, zoysiagrass, St. Augustine) at one inch (l") height. After 90 days, or after turf is well established, maintain cool season types at one and one-half inch (11/2") height and warm season types at three quarters inch (3/4'') height. In any case, no more than one-third (1/3) of the turt blade should be removed in any one mowing, Post-installation fertilization: At thirty (30) days, sixty (SC) days, and ninety (90) days after installation, apply a high nitrogen fertilizer such as Ammonium Sulfate(@ 5 lbs per 1,000 sJ), Urea(@ 3 lbs per 1,080 s.f.), or Calcium Nitrate(@ 4 lbs per 1,00C s.f.). PROJECT SHEET NUMBER L-16 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 16 CITY OF CARLSBAD PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: 38 SHEETS LEGOLAND HOTEL CALIFORNIA NO, DESCRIPTION APPROVED DATE DEVELOPERS NAME: LEGOLAND CALIFORNIA LLC. 1 LEGOLAND DR., CARLSBAD, CA 92024 1--+--------------+----+---, ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 APPROVED TELEPHONE: (760) 918-5300 PLANNING 1-----------------------;DR\\N BY: R. W. APEL 1--+---------------f-----+-----, DATE PLAN PREPARED: _N_O_V_2_8~,_2_0_1_2 _____ _ CHCKD BY: 1--+---------------f-----+-----, BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC R. W. APEL GRAPHIC KEY SHEET ..J§OF 38 SHEETS PROJECT NO. SOP 96-14(C) I ·V'i-1$ DATE DRAWING NO. 472-3L C.M.W.D. JOB NO. _____ _ I. Protection: Protect all turf areas against damage, including erosion and trespass. The Contractor shall provide whatever facilities and safeguards are necessary to accomplish this. All damages shall be the Contractor's responsibility. J. Weed control: Control weeds bJ hand removal and mewing. Do not applJ herbicides for the first year. 3.09 MULCHING A. Bark mulch shall be applied to ALL planting areas except as follows: (1) where specificallJ noted as excluded on the plans, (2) slopes steeper than 2:1, (3) seeded areas, (4) lawns. B. Bark mulch shall be applied to a uniform depth of three inches (3'), unless noted differently on the plans, and shall completely cover all bare soil under and between plants. C. All trees on slopes, where rnulclling would not otherwise be required, shall receive a 3• deep layer of bark mulch within the confines of the watering basin. 3.10 HYDROSEEDING A. The Work of this Section applies to hydroseeding of ornamental, temporary1 and other non-nati\i'e seed mixes. If a part uf this pr□Ject, see the separate NATIVE RESTORATION SPECJFJCA TIONS for seeding of native revegetatian seed mixes in the restoration areas shown on the plans. B. Verify requirements for weed eradication for all areas to be hydroseeded with Landscape Architect. Complete required weed eradication procedures per the Specifications prior to hydroseeding. C. Prior to hydroseeding, complete soil testing, soil cnnditioning, finish grading, irrigation system installation, und planting of container grown plant materials. Obtain appmval of these operations from Landscape Architect prior to hydroseeding. D. Irrigate to field capacity immediately before hydroseeding. Ensure a wetted soil depth to at least twelve inches (12'). E. Seed Pre-treatment and Scarification: Seeds of certain species require special pre-treatment prior to hydroseeding or planting in order to promote germination. Pre-treatment procedures shall be completed 1ust prior to preparation of hydromulch mixture or dry planticg. Seeds of species requiring pre-treatment and procedures are indicate<! on the seed lists. F. Hydroseeding Operations: 1. Hydroseeding operations shall be pertormed by competentlJ trained individuals employed by a qualified hydroseeding company in accorrJance with the best standards and practices related to the trade arid under the continuous supervision of a competent foreman capable of interpreting tlrn plans and specifications. 2. Contractor shall ensure even application of hydrnsecd materials by measuring the land area to be treated and di\11di11g it into sections which correspond to the quantity of seed in each tank load. 3. The hydromulch shall be applied in the form of a slurry consisting of cellulose fiber, seed, stabilizing emulsion (binder), fertilizer and water as specified on lhe drawings and in PART 2-PRODUCTS & MATERIALS of this section. When hydraulically sprayed on the soil surtace, the l1ydromulch shall form a blotter-like groundcoser impregnated uniformly with seed ar.d fe1ii112er and shall allow the absorption of moisture and rainfall to percolate to the underlying soil. 4. Preparation: The slurry preparation shall take place at t,e site of the Work and shall begin by adding water to the tank when the engine is at half throttle. When the water level has reached the height of the agitator shaft, full recirculation shall be established. Seed shall then be added to the tank, followed by fertilizer, then by mulch. The mulch shall on~ be added to the mixture after the tank is at least one-third (I /3) filled with water and seed. All the mulch shall be added by the time the tank is two-third (2/3) to three-quarter (3/4) full. The ratio of total water to the total Stabilizing Emulsion in the mixture shall be as recommended by the manufacturer of lhe emulsion, biJl shall not e~ceed (12) gallons of water to each pound of stabilizing emulsion solids specified. Spraying shall commence immediately when the tank is full. 5. Application: The operator shall spray with a uniform visible coat by using the green color of the mulch as a gurde. The slurry shall te applied in a sweeping motion in an arched stream so as to fall like rain, allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rate per acre. 6. Time Limit: All slurry mixture which has nol been Bi))llied within two (2) liours after rnix1ng will be rejected and removed from the pro1ect and disposed of at the Contractor's expense. 7. Daily worksheets must be filled out by the nozzleman. One copy shall be submitted to \lie Landscape Architect. The following information shall be recorded: (a) Seed type and amount. (b) Fertilization analysis (N-P-K) and amount. (c) Mulch type and amount. (d) Stabilizing emulsion type and amount. (e) Number of loads, amount of water. (f) Area covered (acres). (Q) E~uipment used, its capacity1 license number 1f applicable. 8, Protection: Special care shall be exercised by the Contractor in preventing any of the slurry being sprayed inside any reservoir basin or onto drainage ditches and channels which may impede the free flow of water. Any slurry spilled into rnstricted areas shall be cleaned up ai the Contractor's expense to the satisfaction of the Owner. 9. Washing: Immediately following the application of the hydromulch, sprinklers shall be operated just long enough to wash excess material from previously planted materials and architectural features. Care shall be exercised lo avoid washing or eroding mulch materials from area. 10. Equipment: Hydraulic equipment used for the application of the hydromulch mixture shall have a built-in agitation sysiem and operating capacity sufficient to agitate, suspend and homogeneously mix a slurry containing not less than 40 pounds of fiber mulch, plus a combined total of 7 pounds of fertilizer solids for each 100 gallons of water. The slurr~ distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which wrll provide a continuous nonfluctuating discharge. The slurry tank shall have a minimum capacity of 1,500 gallons and shall be mounted on a travelling unit, either self-propelled or drawn by a separate unit, wh1Ch will place the slurry tank and spray nozzles within sufficient proximity to the areas to be seeded. The hydraulic equipment used for pesticide applications shall consist of a clean 150 gallon minimum capactty fiberglass tank with complete mechanical agitation. The pump volume shall be 10 gallons per minute while oper·ating at a pressure of 100 pounds per square inch. Distribution lines shall be large enough to carry tlie volume of water necessary for even chemical distribution. The sprai nozzle must cover a fifteen (15') foot swath, with a minimum output of five (5) gallons per minute at 80 PSI. 3.11 STRAW MULCHING FDR EROSION CONTROL A. Apply straw mulch for erosion cor.trol purposes where noted or indicated on the plans. B. Apply straw mulch after see<! application. C. Spread strnw at the rate of two (2) tons per acre (80 bales of 50 lbs each), or two (2) bales per 1,000 square feel. D. Spread straw uniformly bJ hand to a depth of two inches (2"), or use a mechanical straw blower. E. Straw applied to slopes D\Jer 1 :4 shall IJe anchored to the ground will, appro\led plastic netting with a mesh size of l"K2" or smaller. Mesh shall be rolled up and down the slope perpendicular to the contours. Overlap the mesh a minimum of four inches (4") on each side. Anchor the mesh at the top of slope by burJing it in a continuous trench eight inches (8") deep minimum. Hold the netting in place over the entire sJCface of the slope with minimum six inch (6") long wire 1ute staples driven perpendicular into the slope spaced five foot (5') on ccH1ter. Sti:!ple D\lerlapped areas at one foot (1') intervals. 3.12 This section not used. 3.13 This section not used. END OF SECTION r-wApel lanclscape architects inc 571-B Hygeia Avenue Leucadia, CA 92024 (75D) 943-0760 rwapel2@cox.net CA license #2825 GRAPHIC KEY REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. DISTRICT APPROVED CHANGES PROJECT SHEET NUMBER L-17 NO. DESCRIPTION APPROVED DATE DEVELOPERS NAME: LEGOLAND CALIFORNIA LLC. 1---+--------------+-------1------1 ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 TELEPHONE: (760) 918-5300 l---+----------------+----1------1 DATE PLAN PREPARED: _N~O~V~2~8~, ~2_0_12~----- BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 17 CITY OF CARLSBAD PLANNING DEPARTMENT 38 SHEETS PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: LEGOLAND HOTEL CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 APPROVED j'C/ 4, I:;:\ \-0tt I· t:.-t:t-'? PLANNING DATE DR\\tJ BY: R. W. APEL PROJECT NO. DRAWING NO. CHCKD BY: R. W. APEL SDP 96-14(C) 472-3L SHEET ...110F 38 SHEETS C.M.W.D. JOB NO. _____ _ GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. RECYCLED WATER SYSTEM (PRIVATE) LEGOLAND HOTEL CALIFORNIA SHEET TITLE GENERAL NOTES RECYCLED WATER MAP-PROPERTY RECYCLED WATER US[ MAP-PROJECT SHEET NUMBER C) 18 CX) 19 20 ' 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EA TING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO EL/MINA TE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 1 Legoland Drive, Carlsbad, CA 92008 /RR/GA TION PLANS /RR/GA T/ON LEGEND 21 30 - 31 (V) 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR /RR/GA T/ON WITH RECYCLED WATER ARE FROM 10: OD P.M. TO 6: 00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. /RR/GA TION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DES/GNA TED USER SUPERVISOR. /RR/GA TION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10; 00 P.M. TO 6: 00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPL/CATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. /RR/GA TION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR EL/MINA TE OVER- SPRA YING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DIS TR/CT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS. ALL APPURTENANCES (SPRINKLER HEADS, VAL VE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULA TORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WR/TING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECT/ON PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT MR. CHRIS ROMERO, DIR. OF MAINTENANCE, AT (760) 918-5300 OR AFTER HOURS CONTACT MR. CHRIS ROMERO, DIR. OF MAINTENANCE, AT (760) 846-0842 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINK/N/J FOUNTAINS AND/OR DESIGN A TED OUTDOOR EA TING AREAS ON THE SI TE. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS /RR/GA TED WITH RECYCLED WATER AND POTABLE WATER. SEP ARA T/ON SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL /RR/GA TION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT http; l/www.carlsbadca.govlservicesldepartmentslwater/Documentsl recycledwaterbackflowtester/ist.pdf, FOR RECYCLED, OR http: l/www.carlsbadca.gov/services /departments/water/Documents/ waterbqckflowtester/ist.pdf. FOR POTABLE, OR CALL (760) 438-2722. PURPLE BACKROUND SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11'' SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. /RR/GA TE BETWEEN THE HOURS OF 10: 00 P.M. AND 6; 00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 8. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. C. D. E. THE APPL/CAT/ON RA TE SHALL NOT EXCEED THE INFILTRATION RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AU TOMA TIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). ADJUST SPRAY HEADS TO ELIM/NA TE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES. ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR /RR/GA TION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PR/VA TE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH /DENT/FICA TION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AV/SO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VAL VE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. G. EACH AU TOMA TIC CONTROLLER AND ITS ASSOC/A TED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAME & ADDRESS: RICHARD W. APEL R. W. APEL LANDSCAPE ARCHITECTS, INC. 571-B HYGEIA A VENUE, LEUCADIA CA 92024 PHONE NO: ( 760 ) _,9w4><3_-"'-07'--'6"'0'-------- REGISTRA T/ON NO: -=2'-"8""25=-----EXP/RATION DA TE: _----=.9,._/3::.:D:.,;/..=2c.=cD'-14,__ __ _ r-wApel r--1" BLACK LETTERS r BLACK LOGO 36" / In Order \o Conserve Waler ... landscape architects inc ~ d.d. Pagano inc. IRRIGATION CONSUL TAN TS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 I 7 (N.T.S.) / ----..... 1 I I ~~-'. WARNING RECYCLED WATER ~ j ' DO NOT DRINK R CYCLED WATER RECYCLED WATER IN USE DO NOT A === .., NO TOME DRINK ~ . EL AGUA 571-B HygeiaAvenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2825 (714) 771-9200 FAX (714) 771-9202 REFER TO PROPERTY REFER TO RECYCLED /RR/GA TION DETAILS /RR/GA TION SPECIF/CA T/ONS SHEET 19 RECYCLED FOR LEGOLAND WATER USE MAP SHEET WATER PROJECT MAP 20 FOR USE AREA FINAL CONNECTION OF RECYCLED WATER MAINLINES: ALL NEW RECYCLED IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND TEMPORARILY CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY THE CARLSBAD MUNICIPAL WATER DISTRICT (CMWO) AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH (DEH). FINAL CONNECTION(S) TO THE EXISTING RECYCLED WATER MAINLINE ARE TO BE INSTALLED ONLY AFTER APPROVAL IS GRANTED BY CMWD AND DEH. INSPECTION PROCEDURES 1. DISTRICT CONSTRUCT/ON INSPECTION SHALL INCLUDE: 2. 3. A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERT/CALLY). 8. PIPE /DENT/FICA TION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. 8. C. D. E. F. G. H. I. SIGNAGE INSTALLED PER PLAN. CONTROLLER STICKERS. TAGGING OF VALVES. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. ALL ASPECTS OF THE /RR/GA TION CONDJTIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. CROSS-CONNECTION TEST IF REQUIRED. COLOR CODED, LAMINA TED CHARTS INSIDE EACH CONTROLLER. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENT AT/ON IN FIELD. DIGA ~_RT ---, 1.M DIAL TOLL FREE 1-BD0-422-4133 CITY OF OCEANSIDE HIGHWAY-?a ✓~?~ ~·•.·.·.••.·, SITE /\\. ,l 'Y, 'U f ~ ~ __,..___1'c=,--,-4 '-\_'-rL I CITY OF ENCINITAS ~ - VICINITY MAP 32 - 36 - AT LEAST TWO DAYS BEFOl~E YOU DIG PROJECT SHEET 1----t-----+------------------+---+----+----+-----l 35 38 COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY Dlv1SION ~----?.__ __ GLENN LEEKS ENVIRONMENTAL HEALTH SPECIALIST - .... /,..-Z.'--f-lJ DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 18 PLANNING DEPARTMENT 38 SHEETS NUMBER UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I-1 1-----+----1----------------+----11----+---+---1 PRIVATE (ONSITE) RECYCLED l----+-----1---------------l-----li---+---+---l WATER SYSTEM FOR: LEGOLAND HOTEL - SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR "- \. 'tJ\, CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: LEGOLAND CALIFORNIA LLC CALIFORNIA \ 1" BLACK LETTERS 12" X 36" SIZE \._2" BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS WASH HANDS AFTER CONTACTING .AVESE SUS MANOS OESPUES OE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS Expiration fi i Dcte!Jfi,o I I ADDRESS: 1 LEGOLAND DRIVE 1 LEGOLAND DR., CARLSBAD, ___ :::_CA.:;_R:.=;LS::..:B:;_;A:::.,D,c..cC::.:.A.:__:_:92::.:::0.::.:08=-----l-----+---+---------------+---1----+----+----l APPROVED 1~j I Gr-~\...;:tl= I -"(.. '1-12 /,7,,7/ ,,,.,----;>/ /4 /. TELEPHONE: (760) 918-5300 1----+--+----------------+---l----+---1----JPLANNING DATE 1~u~${a¼u-"""f0SJ-+i"-," ,1--/44~""'¼"°":nmiw:r.a,._=--0( 'j2_,f2otJ ~-----___..:.:::.'.:'.:'...:..::::'..'.:...:::'::::::'.:======-1--,.-+----i-------------L---!---!--__j____-f□"RR°wNN ~=-:-----::--r,;~:-;:;;:;:-T-;:;;;--:;-;;;;;:-;;:::-;:;;;--1 WILLIAM E. PLUMMER ' DATE DATE PLAN PREPARED: -"N""O_,_V.=2c,:8.,__. -"'20"-'1'-=2______ DATE INITIAL DATE INITIAL DATE INITIAL D W BR:. APELIM. PAGANO PROJECT NO. DRAWING NO. DEPUTY CITY ENGINEER R.C.E.28176 EXP. i/'51 /11-f BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: SOP 96-14(C) 472-3L R. W. APEL CA 92024 SHEET 18.DF 38 SH F.:ETS \ \ \ ' \ \ \ \ \ ' ' \ \ \ \ \,, LEGEND POTABLE WATER METER RECYCLED WATER METER BACKFLOW PREVENTION DEVICE INSTALL PER CMWD EXISTING POTABLE WATER LINE NEW POTABLE WATER IRRIGATION MAINLINE --R\,/--EXISTING RECYCLED WATER LINE . ' \ '-... ' ' \ ' ' --RC· -· -EXISTING RECYCLED IRRIGATION PRESSURE SUPPLY LINE NEW RECYCLED IRRIGATION PRESSURE SUPPLY LINE r::():J-F'v!-FIRE HYDRANT & FIRE LINE LOCATION OF "DO NOT DRINK" SIGNS RECYCLED IRRIGATION WATER USE AREA POTABLE IRRIGATION WATER USE AREA PROJECT MAP LEGOLAND PROPERTY \ ' \ ' ' POINT OF CONNECTION "B" POTABLE WATER P.0.C.: (2) 2" METERS, (1) 8" BFP, (1) 6" FIRE ASSEMBLY. \ \ r-w-Apel PUBLIC TRAIL & WATERLINE EASEMENT (OFFSITE) landscape architects inc 571-8 Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 f\llr'Bpel2@cox.ne1 CA license #2825 \ POINT OF CONNECTION "C" ~--RECYCLED WATER P O.C (2) 3" METERS, (1) 6" BFP. 95 PSI. POTABLE WATER P 0.C.: 1 (2) 2" METERS, (1) 8" BFP, (1) 6" FIREI ASSEMBLY. LEGOLAND PROPERTY LINE SCALE: 1"0 200' 0 100' 200' ~ GRAPHIC KEY NO. !1 I ' lj ! 01 I I )i --:,. ' :;,:::.--I I I ' ·-·-·-·- POTABLE \ r-\ I \ I ' I \ ' ' ' \ I ', \ ENLARGED PLAN OF P.O.C. "A" ENLARGED PLAN OF P.O.C. "B" POINT OF CONNECTION "A" RECYCLED WATER P.O.C (2) 3" METERS, (1) 6" BFP. 95 PSI. POTABLE WATER P 0.C. (2) 3" METERS, (1) 8" BFP, (1) 6" FIRE ASSEMBLY REFER TO CITY OF CARLSBAD DRAWING NUMBER 333-2Z FOR DETAILS OF EXISTING POTABLE AND RECYCLED WATER POINTS OF CONNECTION TO CITY MAINLINES. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. DISTRICT APPROVED CHANGES RECYC~ED POTABLE '~-c) \ /i '-~~.;:'~y-"'~rh:"<;;._;;;;;:_--. .-.. -:·:'.c::;-. '•"' ENLARGED PLAN OF P.O.C. "C" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 38 19 PLANNING DEPARTMENT SHEETS PROJECT SHEET 1-------'------------'-----l NUMBER 1-2 PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: DESCRIPTION APPROVED DA TE DEVELOPERS NAME: LEGOLAND CALIFORNIA LLC. LEGOLAND HOTEL CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 1---+----------------,1-----1----1ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 APPROVED \. t.-i.J-:S DATE PLANNING TELEPHONE: (760) 918-5300 1---------__'._'.='.:'.~~'.'.:.:_.=::::::::::::::::::::::::::::::::::::::::::...toRv.,,J BY, R. W. APEL l---+----------------,1-----1----l DA TE PLAN PREPARED: ...,_N,_,0,_,V:.....:c2o,8,'--"'20"-1'-"2'----____ _ CHCKD BY, BY: RICHARD APEL R. W, APEL LANDSCAPE ARCHITECTS INC R. W. APEL SHEET l'z.OF38 SHEETS PROJECT NO. SOP 96-14(C) DRAWING NO. 472-3L C.M.W.D. JOB NO. _____ _ NOTES: 1 THERE ARE NO DRINKING FOUNTAINS IN THE PROJECT AREA. 2. ONE NEW 2" POTABLE WATER IRRIGATION METER IS PROPOSED FOR THIS PROJECT TO SERVE NEW POTABLE IRRIGATION AREAS. REFER TO CITY DWG. # FOR DETAILS. 3. NEW RECYCLED IRRIGATION SYSTEMS CONNECT TO EXISTING RECYCLED IRRIGATION MAINLINES WITHIN THE PARK. NO NEW METER(S) PROPOSED. 3. ALL IRRIGATION IS PRIVATE (NOT ON PUBLIC LANDS, RIGHT-OF-WAY OR EASEMENTS) 4. FOR DRAWINGS OF THE EXISTING LEGOLAND PROPERTY IRRIGATION WATER POINTS OF CONNECTION, REFER TO CITY DRAWING No. 333-2Z, ON FILE AT THE CITY OF CARLSBAD ENGINEERING DEPT 5. FOR DRAWINGS OF THE EXISTING IRRIGATION MAINLINE SYSTEM WITHIN THE LEGOLAND PROPERTY, REFER TO DRAWINGS TITLED "PARKWIDE WET UTILITIES", PREPARED BY NOL TE & ASSOCIATES, 1998, SHEETS NUMBERED C1DD TO C1D5, AVAILABLE FROM LEGOLAND CARLSBAD. r•wApel landscape architects inc 571-B Hygeia Avenue Leucadia, CA 92024 (760) 943-0760 rwapel2@cox.net CA license #2825 GRAPHIC KEY REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN ,HE FIELD. DISTRICT APPROVED CHANGES --• -- ---RC -- LEGEND POTABLE WATER METER -DOMESTIC POTABLE WATER METER -IRRIGATION RECYCLED WATER METER BACKFLOW PREVENTION DEVICE INSTALL PER CMWD EXISTING POTABLE WATER LINE (DOMESTIC) NEW POTABLE WATER IRRIGATION MAINLINE EXISTING RECYCLED WATER IRRIGATION MAINLINE -,c (N)---NEW RECYCLED WATER IRRIGATION MAINLINE t::()::J--FI,/-FIRE HYDRANT & FIRE LINE '//>//// j ™ LOCATION OF "DO NOT DRINK" SIGNS EXISTING RECYCLED IRRIGATION WATER USE AREA NEW RECYCLED IRRIGATION WATER USE AREA EXISTING POTABLE IRRIGATION WATER USE AREA NEW POTABLE IRRIGATION WATER USE AREA APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 20 CITY OF CARLSBAD PLANNING DEPARTMENT 38 SHEETS PROJECT SHEET NUMBER PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: 1-3 LEGOLAND HOTEL CALIFORNIA l'Nc:.O::.:·t------=Dc.=EcccS-=-C'-"Rl"-P-"Tl"'O-'-'N-----t-A_P_P_R_O_VE_D-t-_D_A T_E7 DEVELOPERS NAME: LEGOLAND CALI FORNI A LLC. 1 LEGOLAND DR., CARLSBAD, CA 92024 1---+--------------t----t----1 ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92000 TELEPHONE: (760) 918-5300 APPROVED PLANNING I --l---------------1------1-----t;;::;:,;--~;-;:;--;;;-;;;;-;:;;;~~°ov28~0C2-----7 I-DATE PLAN PREPARED: _N_O_V_2_8~,_2_0_1_2______ >-=~~--DRIIN BY: R. w. CHCKD BY: 1---1---------------t----t---J BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC R. w. 1--:z.:) APEL APEL SHEET 20 OF .a8.SHEETS C.M.W.D. JOB NO. DRAWING NO. 472-3L IRRIGATION SLEEVE SIZES PIPE SIZE 3/4" 1. 1-1/4" 1-1/2" SLEEVE SIZE 3" 3• 3" 4• 2" 2-1/2" 3" 4' 4' 6' 4" 8' 6" 10" NOTE: ALL IRRIGATION EQUIPMENT SHOWN IN GRAY TONE INDICATES EXISTING CONDITIONS. ALL SYMBOLS INDICATED ON PLAN SHEETS FOR SPRINKLER HEADS AND IRRIGATION EQUIPMENT SHOWN IN SOLID TONE INDICATE NEW CONDITIONS. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO START or WORK. NOTE: IRRIGATION CONTROL WIRE CONDUIT SIZE SHALL BE 4" SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING INSTALLED UNDER PAVING AREAS. REFER TD IRRIGATION SLEEVE SIZING CHART SHOWN ON THIS SHEET FOR IRRIGATION SLEEVE SIZE. (TYPICAL) NOTE: FOR DRAWING CLARITY ALL IRRIGATION SLEEVES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS A PART OF THE CONTRACTOR'S BID. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TD FAMILIARIZE ITSELF 'MTH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, FOOTINGS, ETC AND COORDINATE ITS WORK WITH OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, UNDER PAVING, STRUCTIURES, ETC. FOR IRRIGATION LEGENDS, NOTES, DETAILS AND SPECIFICATIONS, REFER TO SHEETS 1-14 THROUGH 1-21. @P d.d. Pagano In C. IRRIGATION CONSUL TAN TS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 (714) 771-9200 FAX (714) 771-9202 -W SPECIFIC I IRRIGATION CONSTRUCTION NOTES I I \\ ',\ I " Ill '<I ., m PROVIDE AND INSTALL TWO (2) SPARE CONTROL WIRES FROM FIELD SATEWTE 'D-12/13" TO ELECTRIC CONTROL VALVE. TERMINATE WIRES WITHIN CONTROL VN._VE BOX. SPARE WIRES SHALL BE A DIFFERENT COLOR THAN ELECTRIC CONTROL VN._VE WIRES. r,;J REMOVE EXISTING RECYCLED WATER IRRIGATION TO PALM TREES AND 1..!:.J RETURN TO OWNER (TYPICAL). rz1 INSTALL NEW POTABLE WATER IRRIGATION SYSTEM IN EXISTING PLANTER l.::U PS SHOWN. I ______________ __. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. DISTRICT APPROVED CHANGES IRRIGATION PLAN 5' 10' 20' N f/9 -,~c---1 _I PROJECT SHEET NUMBER 1-4 i J ~~' ~ ~=i-9'p :~~-l:~1) L I II , , I ,,, ; ~:-~titWHll'JlimiiHIHll::~h!:HHili:::~lliHiH·ltilifHlll IH ::•millHII' :t,li H l-'N,_,0'-'-.1------"D-=-ES:::C::::R-"I Pc_T.ccl O,cNc:_ ____ +-'A'-P'-PRc::O,,__V,_,E=D:+-'D"-'A-'-T'-=E'-1 DEVELOPERS NAME: LE GO LAND CALIFORNIA INC. '· /j, H:Htl:*l!!~l-!ll~:11:1~1111111~'.:~·:1':*'m:m!Hlttll·~I~!-llllliHlli'lllill•liiliHi:·lil 1----1-----------------+-----1---l ADDRESS: 1 LEGOLAND DRIVE 1 H.itHilln:~l:~~:~~~~:~:;~'~:;::~:'!~~!;!!~::~!ilil I ~~~~!!'.!!~::~ l CARLSBAD, CA 92008 1-12 crrrm1nrmnn1i",1H1r:1mn,n,111 nrnnnmflTTlrnrm-i-~ r11nTT1T1T1'lf,11:r~m.:'lt _) TELEPHONE: (760) 918-5300 Ii J::~Hllffillli; ~i,llt-11111 ::illililHl:ttl .. ~1-ll!IIIHI :~Hill ltti ::.illHilllliL~U r-i ·IIH,htltWlllllt~ltH:lidl·ililli'Jrdl!~<'l~illWIJlll!ilAfrllli ill+tl •l•HlijHHl+e,,Jil! i 1----1----------------+----+---l DA TE PLAN PREPARED: NOVEMBER 28, 2012 =:::.,i..1..f-• llilllL.!i'lliill'll'':JL'I A"'"''~!&::~"-11''-'. "'";""'~lli'i'c'-'"">HJ' ~lLEUYJjl ±e::'""'·c±I'" lli!t!>ttg,l''JJ•±·>•11-ll '--' '-1 -'-.J BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 21 CITY OF CARLSBAD PLANNING DEPARTMENT 38 SHEETS PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: LEGOLAND HOTEL LEGOLAND CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 APPROVED , / /<t..,~ PLANNING DRWN BY, M Po ano CHCKD BY, R. W. APEL PROJECT NO. SOP 96-14(C) 1-~-J7 DATE DRAWING NO. 472-3L SHEET 21.0F 38 SHEETS C.M.W.D. JOB NO. _____ _ IRRIGATION SLEEVE SIZES PIPE SIZE 3/4" 1· 1-1/4'' 1-1/2" SLEEVE SIZE 3• 3• 3• 4" 2· 2-1/2" 3• 4• 4• 6" 4" 8' 6" 1 o" NOTE: ALL IRRIGATION EQUIPMENT SHOWN IN GRAY TONE INDICATES EXISTING CONDITIONS. ALL SYMBOLS INDICATED ON PLAN SHEETS FOR SPRINKLER HEADS AND IRRIGATION EQUIPMENT SHOWN IN SOLID TONE INDICATE NEW CONDITIONS. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO START OF WORK. NOTE: IRRIGATION CONTROL WIRE CONDUIT SIZE SHALL BE 4" SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING INSTALLED UNDER PAVING AREAS. REFER TO IRRIGATION SLEEVE SIZING CHART SHOWN ON THIS SHEET FOR IRRIGATION SLEEVE SIZE. (TYPICAL) NOTE: FOR DRAWING CLARITY ALL IRRIGATION SLEEVES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS A PART OF THE CONTRACTOR'S BID. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, FOOTINGS, ETC AND COORDINATE ITS WORK WITH OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, UNDER PAVING, STRUCnJRES, ETC. FOR IRRIGATION LEGENDS, NOTES, DETAILS AND SPECIFICATIONS, REFER TO SHEETS 1-14 THROUGH 1-21. Ir I @P d.d. Pagano In C. IRRIGATION CONSUL TAN TS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 (714) 771-9200 FAX (714) 771-9202 I.If(-!ti/";---r,rc--[1--'.C-LEL~--LLH.--L.:.J:-:-----f.:LL:--------CLE:- , ~ . s ... REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. 20' I PROJECT SHEET NUMBER 1-5 J81' ::J.~.:n-. .1'.10 ;;j)I, ,-:;;;;;; t1 ( DISTRICT APPROVED CHANGES " ",,.,," , , " "' ;: ; ;-;-, '' 1 , .N_,__,0'.:!..1-------..:::D.:::.E.::.SC:::R-"l'--PT.:.:l.::.ON~-----+-"A'--P'--PR'-'-O"-V"-'E""D'--+-'D::..:A..cTE=-iDEVELOPERS NAME: LEGOLAND CALIFORNIA INC. ' ,,.., II ::~lllll~Hll::~Hllililllli::lilil#'IHH::lililiiilHlll::~illl IIH::~i,lllilHHl!::*fi!l l' ~ ~ IIIHHlilllirilllii•llill:1ttlill\llllliHl1lllliilliilllllilllllilllililll-l»;i;l'.illHlllll:llllrtil!I i 1---+----------------+----+----lADDRESS: 1 LEGOLAND DRIVE ~ ::~11111:H!III ::~1-111,1111111:l~lilll'/lillt ::~lllllilllltt ::lil,111 lili .. ,,,ttJilHllh .. ,lhl,I I CARLSBAD, CA 92008 , j ! >LllllJILll!tilJl>cll !IL!HIJIIU1J!l,Ul !l,l!J.HL.!lllHWJJil,lWJl,!4 ~.lLllt.ll..!lUlliLJl<~ , r.7 POINT OF CONNECTION: CONNECT TO EXISTING 2-1/2" PRESSURE 1.:t.J MAINUNE PIPING, THREE (3) CONTROL, ONE COMMON AND lWO (2) SPARE WIRES AT THIS POINT AS SHOWN. EXACT LOCATION SHALL BE DETERMINED IN THE flELD. ROUTE NEW 2" PRESSURE MIJNUNE PIPING THREE (3) CONTROL, ONE COMMON AND lWO (2) SPARE WIRES TO NEW ELECTRIC CONTROL VALVES "C-4-17' THROUGH "C-4-19' AS SHOWN. CONNECT AS REQUIRED SO THAT NCW ELECTRIC CONTROL VALVES OPERATE AUTOMATICIILLY FROM FIELD SATEU.ITE "C-4". f"E1 EXISTING IRRIGATION IN THIS AREA OF THE BERM SHALL REMAIN ~ OPERATIONAL. PROTECT IN PLACE (TYPICAL). Ill.I. IRRIGATION SYSTEMS SHALL REMIJN OPERATIONAL CUT AND CAP EXISTING NON-PRESSURE LATERAL UNE PIPING AS REQUIRED TO COMPLffi THE NEW IRRIGATION CONSTRUCTION. DAMAGE TO ANY EXISTING LANDSCAPING OR IRRIGATION SYSTEM CAUSED BY THE CONTRACTOR'S OPERATIONS SHAU. BE REPAIRED OR REPLACED BY TiiE CONTRACTOR AT NO AODITIONIJL COST TO THE OWNER. lcl CONNECT NEW ELECTRIC CONTROL VIJLVES "C-4-17' THROUGH Ll:!.J "C-4-19" TO EXISTING IRRIGATION SYSTEMS FDR BERM AS SHOWN. RECONSTRUCTION AND/OR MODlflCATION OF THE EXISTING LANDSCAPE IRRIGATION SYSTEM WIil. BE REQUIRED DUE TO THE NEW CONSTRUCTION. CUT AND CAP LATERAL LINE PIPING AND INSTIil.i. NEW SPINKLER HEADS AS SHOWN. FIELD ADJUSTMENTS MAY BE REQUIRED TO PROVIDE OPTIMUM OPERATION EmCIENCY. CONNECT AS REQUIRED SO THAT NEW ELECTRIC CONTROL VALVES OPERATE AUTOMATICAU.Y FROM FIELD SATEWTE "C-4'. r.1 NEW IRRIGATION CONTROL WIRE CONDUIT AND PUil. BOX FROM EXISTING L!..J FlELD SATELLITE "B-3'. SEE NOTE #10 ON SHEET 1-6 FOR ADDITIONIJL INFORMATION. 4. PER CMC 18.50.090.C.B, WHERE SHOWN ON PLANS, LOCATE SPRAY HEADS 24" FROM BACK OF CURB OR PAVEMENT, TO MINIMIZE OVERSPRAY ONTO PAVEMENT. INSTIil.i. THE SPEClflED SUB-SURFACE DRIP IRRIGATION IN THE 24" (MIN.) WIDE ZONE BETWEEN PAVEMENT AND SPRAY HEADS ONLY WHERE SHOWN ON PLANS. AREAS WHERE DRIP IRRIGATION IS NOT SHOWN WILL BE MULCHED AND/DR PLANT MATERIIJL INSTAil.ED 24' BACK FlROM PAVEMENT EDGES. PAVEMENT WHICH SLOPES BACK TO PlANTING AREAS DOES NOT REQUIRE THE 24" SETBACK OF SPRAY HEADS. INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 22 CITY OF CARLSBAD PLANNING DEPARTh1ENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: LEGOLAND HOTEL 38 SHEETS LEGOLAND CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 APPROVED PLANNING J~ 12 rmrnnr,11rnn1rn'ni:111Trrmrmrrrr;rrn1::nmm11mnrmT'fi-,rafi l!rnT.'!i'11Till'lrnmm1mii ) TELEPHONE: ( 7 60) 918-5300 , Ii {:~111il1Hrlllii~HIHllllll::~11ttt1~11:::~111H:tttm::lil1III 1tt1::,1m:11~11:::tWII i'j 1----------------------ltDRWN BY: PROJECT NO. : J 111ti~liltt!H~l~ll·IIHllllllll:a/:!l!~JWl!sliiilllfilifl@,A ll~ll+!lt1JHIH1lliii'lill [ 1 1---+----------------+----+----l DA TE PLAN PREPARED: NOVEMBER 28, 2012 l-"M"-'-P..:::a,.a"'n:::o;._ ____ --1 DRAWING NO. 472-3L li'-""3"',LL(':!J•IJ!:!l#lll!!fil .. !fL'~;>;!:Jjl c!!l,"J!:!' ~·" filil! '>b!J!filiil•:J"•!!Jil 'ii!J!il,IWJ!il''..J' i>;!iJ'•:tl!,_f l.L!!~'':!!•"1J!l·--JL'...:__'.__J 1---+----------------+----+---l BY: RICHARD APEL, R. w. APEL LANDSCAPE ARCHITECTS I NC CHCKD BY: SD p 96-14(C) GRAPHIC KEY R. W. APEL SHEET 22.0F .16.SHEETS C.M.W.D. JOB NO. _____ _ PIPE SIZE 3/4" 1· 1-1/4" 1-1/2" 2· 2-1/2" 3• SLEEVE SIZE 3• 3• 3• 4• 4• 4• 6' 4• 6' B" 10· SPECIFIC I IRRIGATION CONSTRUCTION NOTES li'7il PROVIDE AliD INSTALL THIRTEEN {13) CONTROL, ONE (1) COMMON AND ~ lil/0 (2) SPARE WIRES WITHIN 2' CONDUIT FROM EXISTING FIELD SATEWTE "B-3" TO PULL BOX AS SHOWN. EXTEND NEW WIRE ALONG NEW 2-1/2" PRESSURE MAINLINE PIPING TO NEW ELECTRIC CONTROL VALVES "B-3-12" THROUGH "B-3-14", "B-3-16" THROUGH "B-3-20" AND "B-3-23" THROUGH "B-3-28" AS SHOWN. CONNECT AS REQUIRED FOR AUTOMATIC OPERATION FROM EXISTING FIELO SATOJJTE "B-J". INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD 38 SHEET 23 OF 38 SHEETS DATE DRAWING NO. 472-3L C.M.W.D. JOB NO. _____ _ --··------------------------- PIPE SIZE 3/4" 1. 1-1/4" 1-1/2" SLEEVE SIZE 3" 3" 3• 4• 2· 2-1/2" 3• 4• 4• 6" 4• B" s· 10' NOTE: ALL IRRIGATION EQUIPIAENT SHOWN IN GRAY TONE INDICATES EXISTING CONDITIONS. ALL SYMBOLS INDICATED ON PLAN SHEETS FOR SPRINKLER HEADS AND IRRIGATION EQUIPIAENT SHOWN IN SOLID TONE INDICATE NEW CONDITIONS. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO START OF WORK. NOlE: IRRIGATION CONTROL WIRE CONDUIT SIZE SHALL BE 4" SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING INSTALLED UNDER PAVING AREAS. REFER TO IRRIGATION SLEEVE SIZING CHART SHOWN ON THIS SHEET FOR IRRIGATION SLEEVE SIZE. (1YPICAL) NOTE: FOR DRAWING CLARl1Y ALL IRRIGATION SLEEVES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS A PART OF THE CONTRACTOR'S BID. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF \\1TH ALL GRADE DIFFERENCES, LOCA TlON OF WALLS, RETAINING WALLS, FOOTINGS, ETC AND CDORDINA lE ITS WORK WITH OTHER TRADES FOR THE LOCA TlON AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, UNDER PAVING, STRUCTURES, ETC. FOR IRRIGATION LEGENDS, NOTES, DETAILS AND SPECIFICATIONS, REFER TO SHEETS 1-14 THROUGH 1-21. @P d.d. Pagano inc. IRRIGATION CONSUL TAN TS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 (714) 771-9200 FAX (714) 771-9202 w ~ z . -1-_JI I (J') ~w <( w ~ (j') INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD 38 SHEET 24 PLANNING DEPARTMENT SHEETS PROJECT SHEET REVISIONS MUST BE APPROVED BY PUBLIC HEALTH 5, NUMBER ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT o ,o• 20' PRIVATE (ONSITE) RECYCLED WATER SYSTEM L~E:N:G:IN:E:ER~P:R:10:R=T:O~IM:P:LE:M:E:N~TA~T~IO:N~IN __ T~H:E~F~IE:L:D~-__ 1t=~~~I ===21 ~-::!:_~J__~l=-~7 __ J AND LANDSCAPE PLANS FOR: ------~ " LEGOLAND HOTEL i:1_o~r;;;;;;,1-11i D1sDmEs1ccTR1APPTP10RNOVED CHANGES LEGOLAND CALIFORNIA ------,;-,;', ' 1 NO. APPROVED DATE DEVELOPERS NAME: LEGOLAND CALIFORNIA INC. I 112 lll:,tllllll,illll::~l!it!HIHl!:~il:#f-llflll litHlffHl#::tHhl ; e~:,iiiii-tt,it,Hl'::!li!ol:I' I-I-~'.'.:_:==========~~~~~=~~~==========~=~=~~~'.'.:_'.'.:_:~=~~ ADDRESS: 1 LEGOLAND DRIVE I ; 1, lttlHHHiil~IIHIIHiiiili/hll-Hl~Hli1illHHIH'ttlllHIIHIHti-llHI--iililll!ilHHll~1ll!liltf•1:IH APPROVED . /_ ' ~ ',:::~~;'!:!::';;;~;':!::::;:~:~~;~;·::::~~:;~::~~ ~~:::~~~•:;!~~ 1 CARLSBAD, CA 92008 j-t:~ \·t.-"1-1; I ! r> I 1 LEGOLAND DR., CARLSBAD, CA 92024 1·12 mrrrnfli11TTimmllllITTrrrtrmmmmr11rriT'!TITm'mm;nr• l:r11,-rn·111rrnrr--ri;11rn:r,r4 L, TELEPHONE: (760) 918-5300 PLANNING DATE 1::lt~tthM:,~llltillillll\,.~illilHIIH1!::~11ilitllill::~111,1 ill_t_1_:•,IIIHIHl·nl::,i,1••-•_II / 1----------2.'.:'.:'...'..::::.:::...:::::::::::::::::::::::::::::::::::::::::::=--ll=c:-:-=-------,------,--------1 DRWN BY: PROJECT NO. DRAWING NO. -lliiHitt,~'lftHl·'Hl!i~llllllillllM'~lrtniliirdli'11,'llllllitlllfl : le,:,11,11_:11tf,lt_1~,: lllltt, iJI I I 1-----+---------------+----l------l DATE PLAN PREPARED·. NOVEMBER 28, 2012 1-....:M:w.P..::o=on-"o'-------I "'~""-"-"'~'LL'~'""'"""''"'""'l..o;<lcu"'"'''""' .-i,c""""""'l!ill!l!'---""'---'--"1,.L, • .,,He, .. lf!W-,c. !_,,•z-h'ij"--'--' '------J'--' CHCKD BY: SDP 96-14(C) 472-3L GRAPHIC KEY BY: RICHARD APEL. R. W. APEL LANDSCAPE ARCHITECTS INC R. W. APEL SHEET 24 OF 38 SHEETS C.M.W.D. JOB NO. _____ _ IRRIGATION SLEEVE SIZES PIPE SIZE 3/4" 1· 1-1/4" 1-1/2" SLEEVE SIZE 3• 3• 3• 4• 2· 2-1/2" 3• 4• 4• 6' 4• a· 6" 1 o· NOTE: ALL IRRIGATION EQUIPMENT SHOWN IN GRAY TONE INDICATES EXISTING CONDITIONS. ALL SYMBOLS INDICATED ON PLAN SHEETS FOR SPRINKLER HEADS AND IRRIGATION EQUIPMENT SHOWN IN SOLID TONE INDICATE NEW CONDITIONS. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO START OF WORK. NOTE: IRRIGATION CONTROL WIRE CONDUIT SIZE SHALL BE 4• SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING INSTALLED UNDER PAYING AREAS. REFER TO IRRIGATION SLEEVE SIZING CHART SHOWN ON THIS SHEET FOR IRRIGATION SLEEVE SIZE. (TYPICAL) NOTE: FOR DRAWING CLARITY ALL IRRIGATION SLEEVES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS A PART OF THE CONTRACTOR'S BID. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELIF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, FOOTINGS, ETC AND COORDINATE ITS WORK WITH OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, UNDER PAVING, SIBUCTURES, ETC. FOR IRRIGATION LEGENDS, NOTES, DETAILS AND SPECIFICATIONS, REFER TO SHEETS 1-14 THROUGH 1-21. d.d. Pagano 1n C. IRRIGATION CONSUL TAN TS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 (714) 771-9200 FAX (714) 771-9202 D-12-22 1" 26 -· ' , 1 1 ~'2 1 n:::~ftrn!Wf,: tffi+ilHfiit!:;~rrf#-HlH:~rnttfcHHH::•lfHI rhi ;~1-tt:HitHl!::iti-·:iH , ! : fiJ.~ 1~~::~1!1::~1:tt1!~!,i!-:!:~:!l~lt!l!!Hill1t!'.~;:111!~m~:nH~HH1!li·l~l!t-' Hf;,{H!HIHliilil,Hthtthi : i ' . ~ ,,,,,f,l!iB1tlh1, ..... ttl,11,H,,ll,H,, 1,,11,,,ilt1ltlll Rl~,,111,1~ I+ :.if lffil1i1H.::i11 ii Ill I I ' I I' l!Jllil!Lill.lLJJ.Wil'J.J.llilUl!.llW.l...JliJHIJUJJllil!JI.J..illJJJJllll ,.iii.J;!;ll..!Ulll!l.i,•)W)..]Jli ' 1-12 mnrnmmrnF1,11rr,11mITTrITT1W:i'ilinTr11mrr;-iHl!l'lfill7,11 Sm·rn-;1TITTmn:11·ff~Fl'ni L ff --1::.:11Hlht1H:.,iHhHHt1!i:;~M-1hhl::ifiH!lH·l!liii,:"'til~ Hli ,it:il·J/!li:ilil1::i-HI !I \l ~lifiiilff½f,Hi,IIHH1IHmm11W,i1,if.,81Jl,7,;J!!llll;JIJlf/lft mi lli1+111,mliillihllil1, HI , rs, r •11~ti-\, i.11H;11, HH'"iiJ.;v.JJl+i'' • ;u~ 1,' :~,, 1. ·; •11-1 ,. ·:-1;1· GRAPHIC KEY D-12-21 1" 9 D-13-36 1-1/2' 32 \ \ '-.............. __ HOTEL BLDG D-12-17 1" 22 IRRIGATION PLAN N REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. 0 r 5' 1 2r f£J 10' J DISTRICT APPROVED CHANGES ---~--··· -_ -~• . I \ ' I '\' l ; ia ..... "-. '·-~ ••,,, I I I ml I ~- &3 I ~-(/) I wa z I I PROJECT SHEET NUMBER 1-8 NO 1--'--'--''-+-------=cD:ES::cC::.cR.:;;I P'--T"-1 O::.:N..:_ ____ --!-'-'A'--PP'-'RccO::..V:..:cEc.::D'--1----'D::.cA-"TccE'-I DEVEL OP ERS NAME: LE GOLAN D CALIFORNIA INC. 1---+.-----------------1-----11---CIADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 TELEPHONE: (760) 918-5300 DA TE PLAN PREPARED: NOVEMBER 28, 2012 1----+----------------+----+----l BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC 1in1 EXISTING IRRIGATION IN THIS AREA OF THE BERM SHALL REMAIN i!...:3 OPERATIONAL. PROTECT IN PLACE (TYPICAL). F,ril CONNECT EXISTING ELECTRIC CONTROL VALVES "A-7-4" AND "A-7-5" 1!:!:J TO NEW AND EXISTING IRRIGATION SYSTEMS FOR BERM AS SHOWN. RECONSTRUCTION AND/OR MODIFICATION OF THE EXISTING LANDSCAPE IRRIGATION SYSTEM WILL BE REQUIRED DUE TO THE NEW CONSTRUCTION. CUT AND CAP LATERAL LINE PIPING AND INSTALL NEW SPINKLER HEADS />S SHOWN. FlELD ADJUSTMENTS MAY BE REQUIRED TO PROVIDE OPTIMUM OPERATION EFFICIENCY. CONNECT AS REQUIRED SO THAT NEW ELECTRIC CONTROL VALVES OPERATE AUTOMATICALLY FROM FlELD SATEWTE "A--7". ITT POINT OF CONNECTION: CONNfCT TO EXISTING 4" PRESSURE l.tAINLINE ~ PIPING AT THIS POINT />S SHOWN. EXACT LOCATION SHALL BE DETERMINED IN THE FIELD. ROUTE NEW 4" PRESSURE MAINLINE />S SHOWN. INTERCEPT AND CONNECT TO D<ISTNG THREE (3) CONTROL, ONE (1) COMMON AND TWO (2) SPARE WIRES FROM EXISTNG FIELD SATEWTE "A-7". EXTEND NEW WIRES TO NEW ELECTRIC CONTROL VALVES "A-7-1" THROUGH "A-7-3". CONNECT AS REQUIRED SO THAT NEW ELECTRIC CONTROL VALVES OPERATE AUTOMATICALLY FROM EXISTING FIELD SATELLITE "A-7". n:il EXTEND TWO (2) NEW IRRIGATION CONTROL WIRES AND ONE (1) ~ COMMON WIRE FROM PULL BOX AND CONNECT TO NEW ELECTRIC CONTROL VALVES "A-7-10" AND "A-7-12b" />S SHOWN. SEE NOTE #22 ON SHEET 1-9 FOR ADDITIONAL INFORMATION. ___________________ _. TITLE DATE REVIEWED BY: INSPECTOR DATE PLANNING DEPARTh1ENT SHEETS PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: LEGOLAND HOTEL LEGOLAND CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 APPROVED PLANNING DRWN BY: M Pa □no CHCKD BY: R. W. APEL PROJECT NO. SOP 96-14(C) DRAWING NO. 472-3L SHEET 25 OF 38 SHEETS C.M.W.D. JOB NO. _____ _ / 0 / ,I / / / 0 / PIPE SIZE 3/4" 1" 1-1/4" 1-1/2" 2· 2-1/2" 3• 4• 6" SLEEVE SIZE 3" 3" 3" 4" 4• 4• 6" 8" 1 o" NOTE: IRRIGATION CONTROL WIRE CONDUIT SIZE SHALL BE 4• SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING INSTALLED UNDER PAVING AREAS. REFER TO IRRIGATION SLEEVE SIZING CHART SHOWN ON THIS SHEET FOR IRRIGATION SLEEVE SIZE. (TYPICAL) NOTE: FOR DRAWING CLARITY ALL IRRIGATION SLEEVES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS A PART OF THE CONTRACTOR'S BID. IT IS THE RESPONSIBILITY OF TI,E CONTRACTOR TD f AMILIARIZE ITSELF ~TI, ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, FOOTINGS, ETC AND COORDINATE ITS WORK WITH OTHER TRADES FOR TI,E LOCATION AND THE INSTALLATION OF PIPE SLEEVES TI,ROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, UNDER PAVING, STRUCTILRES, ETC. D-13-35 1-112"1 31 ~-iO"fEL BLDG FOR IRRIGATION LEGENDS, NOTES, DETAILS AND SPECIFICATIONS, REFER TO SHEETS 1-14 THROUGH 1-21. @P d.d. Pagano . In C. IRRIGATION CONSULTANTS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92B69 (714) 771-9200 FAX (714) 771-9202 SPECIFIC IRRIGATION CONSTRUCTION NOTES INTERCEPT EXISTING IRRIGATION CONTROL WIRE FROM DEMOLISHED ELECTRIC CONTROL VALVE "A-7-10" AND "A-7-12" AT THIS POINT. EXACT LOCATION SHALL BE DETERMINED IN THE FIELD. EXTEND NEW IRRIGATION CONTROL WIRE WITHIN 1 • CONDUIT AND CONNECT TO NEW ELECTRIC CONTROL VALVES "A-7-10" AND "A-7-12b" AS SHOWN. PULL ENOUGH WIRE TO EXTEND TO NEW ELECTRIC CONTROL VALVE. SPLICE ONLY AT INTERCEPTION POINT SEE NOTE #21 ON SHEET 1-8 FOR ADDITIONAL INFORMATION. CUT AND CAP EXISTING PRESSURE MAINLINE PIPING AT THIS POINT AS SHOWN. EXACT LOCATION SHALL BE DETERMINED IN THE FIELD. UNLESS OTHERWISE NOTED, PRESSURE MAINLINE PIPING SHOWN IN GREY TONE SHALL REMAIN OPERATIONAIL -PROTECT IN PLACE (TYPICAL). DOMESTIC WATER POINT OF CONNECTION: CONNECT TO 2" STUB-OUT FOR IRRIGATION. STUB-OUT WILL BE PROVIDED FROM THE LEGOLAND ON-SITE PARKWIDE DOMESTIC WATER IRRIGATION WATER DISTRIBUTION SYSTEM. REFER TO PARKWIDE JOINT UTILITY PIPING PLAN FOR STUB-OUT LOCATION AND ADDITIONAL JOINT UTILITY PIPING INFORMATION. EXISTING WATER PRESSURE: SYSTEM DESIGN PRESSURE: PEAK IRRIGATION DEMAND: 74 P.S.I. 70 P.S,1. 48 G.P.M. POINT OF CONNECTION: CONNECT TD EXISTING 2-1 /2" PRESSURE MAINLINE PIPING AT THIS POINT AS SHOWN. EXACT LOCATION SHALL BE DETERMINED IN THE FIELD. ROLITE NEW 2-1/2" PRESSURE MAINLINE PIPING TO NEW ELECTRIC CONTROL VALVES "8-3-12" THROUGH ·s-3-14", AND "8-3-23" THROUGH ·s-J-28" AS SHOWN. CONNECT NEW IRRIGATION FOUR (4) CONTROL, ONE (1) COMMON AND TWO (2) SPARE WIRES FROM EXISTING FlELD SATEWTE 'B-3" TO EXISTING ELECTRIC CONTROL VALVES "B-3-16" THROUGH "8-3-20". CONNECT AS REQUIRED FOR AUTOMATIC OPERATION FRO~ EXISTING FlELD SATELLITE "B-J". SEE NOTE #29 ON SHEET 1-10 FOR ADDmONAL INFORMATION. POINT OF CONNECTION: CONNECT NEW " LATERAL LINE PIPING FROM NEW IRRIGATION SYSTEM TO EXISTING ELECTRIC CONTROL VAILVE "B-3-1 o• AS SHOWN. EXACT LOCATION SHALL BE DETERMINED IN THE FlELD. CONNECT AS REQUIRED SO THAT NEW IRRIGATION SYSTEM OPERATES AUTOMATICALLY FROM EXISTING ELECTRIC CONTROL VAILVE "B-3-10". J. ELECTRIC CONTIROL VAILVE, QUICK COUPLING VAILVE AND GATE VALVE, ETC. LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHAILL STAKE OUT EACH ElfCTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATION FOR REVIEW AND APPROVAIL BY OWNER PRIOR TO INSTALLATION OF VALVES. SEE DETAILS FOR ADDITIONAL VAILVE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT POSITIONING OF IRRIGATION EQUIPMENT SHALL BE APPROVED BY THE OWNER. MINOR MODIFlCATIONS OF IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER S'.-IALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAIWRE TO OBTAIN OWNER'S APPROVAIL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE 1 LEGOLAND DR., CARLSBAD, CA 92024 APPROVED ✓I\ j.1--j'i.,1~ 4,~l..e:>H PLANNING PROJECT NO. SOP 96-14(C) DRA~NG NO. 472-3L SHEET 26 OF 38 SHEETS C.M.W.D. JOB NO. _____ _ IRRIGATION SLEEVE SIZES c-- ' ,., L ___ _; : ! I I I I I I I ,, -=-=------cb--~- 1 ' ,, I I PIPE SIZE 3/4" 1. 1-1/4'' 1-1/2' SLEEVE SIZE 3" 3• 3' 4• 2' 2-1 /2' 3' 4' 4• 6' 4" 8' 6" 10· NOTE: All IRRIGATION EQUIPMENT SHOWN IN GRAY TONE INDICATES EXISTING CONDITIONS. All SYMBOLS INDICATED ON PLAN SHEETS FOR SPRINKLER HEADS AND IRRIGATION EQUIPMENT SHOWN IN SOLID TONE INDICATE NEW CONDITIONS. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO START OF WORK. NOTE: IRRIGATION CONTROL WIRE CONDUIT SIZE SHALL BE 4' SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING INSTALLED UNDER PAVING AREAS. REFER TO IRRIGATION SLEEVE SIZING CHART SHOWN ON THIS SHEET FOR IRRIGATION SLEEVE SIZE. (TYPICAL) NOTE: FOR DRAWING CLARITY ALL IRRIGATION SLEEVES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS A PART OF THE CONTRACTOR'S BID. IT IS 11-lE RESPONSIBILITY OF 11-lE CONIBACTOR TO FAMILIARIZE ITSELF Wlll-l ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, FOOTINGS, ETC AND COORDINATE ITS WORK Wlll-l 011-lER TIRADES FOR 11-lE LOCA 110N AND 11-lE INSTALLATION OF PIPE SLEEVES TI-I ROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, UNDER PAVING, STRUC11URES, ETC. FOR IRRIGATION LEGENDS, NOTES, DETAILS AND SPECIFICATIONS, REFER TO SHEETS 1-14 THROUGH 1-21. @P d.d. Pagano inc IRRIGATION CONSULTANTS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 (714) 771-9200 FAX (714) 771-9202 \ \ ,,-----EXISTI\G LAN::iSCAPE TO RE'MA.IN // EXISTING IRRIGATION SYSTEM TO REMAIN. ---/---------·--------- 7// -·--·---------------· ----•·--- ,.,._• -~;J -. -i ~ SPECIFIC :II j\ -----1--1 IRRIGATION CONSTRUCTION NOTES i O /' \ I I f;";;I RECONSTRUCTION AND MODIFICA1lON OF 11,E EXISTING IRRIGATION j \_ , l!:..:3 SYSTEM Will BE REQUIRED DUE TD THE PLANTER RECONFIGURATION. I / \\,\ ·1 ,. CONNECT NEW LATERAL UNE PIPING FROM NEW SPRINKLER HEADS TO EXIS1lNG LATERAL UNE PIPING FROM IRRIGATION SYSTEM AS SHOWN. EXACT LOCATION SHALL BE DETERMINED IN THE FIELD. CONNECT AS _uJ \~J~-(~ ~~u1~~T~NoG ~:iG~~N s~~~~~ER(lY~~~)-OPERATE AUTOMATICAllY ============~====-II Fir',I IDE AND INSTAll NEW ELECTRIC CONTROL VALVES "A-7-1_,_,.l"m•• / jl ~ "A-7-" ON EXISTING 6' PRESSURE MANLINE PIPING OWN. ill EXACT LOCATIOi'I--SljAll BE DETERMINED IN THE Fl • INTERCEPT EXISTING IRRIGATION OL \\1RE FROM D SHED ELECTRIC I CONTROL VALVES "A-7-11 • "'"'--.,... AND CONNECT TO NEW . ELECTRIC CONTROL VALVES A,:Llisl1\Jffl'k EXISTING IRRIGATION CONTROL I WIRE FROM DEMOLISH"""""·""CTRIC CONTKot,-~ILVE "A-7-12" SHAll --CONTINUE EAST CONNECT TO NEW EUECTR NTROL VALVE Iii "A-7-1 " • CONNECT AS REQUIRED SO THAT ELECTR NTROL -If V OPERATE AUTOMATICAllY FROM FIELD SATELLITE "A-1 ~~~~e'e~~~~~ -------.. _____ ,/ ___ -__ -_=---_-----------=---. --_. I I I I ,,_ --, -------'k • , r , ·•-• ' I "", ' ' 1 , ' '' ' " ' ' h I NO. I ----------------------__ J-..'._I I1 Cl) I tH I '? I ---w ~--··----• ----w . . __ __ w __ _ ____ , ~ I ::J I I REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. DISTRICT APPROVED CHANGES --- -------~· ;>;;-~---<(-. /~Y\ 2: --1~ 1 ~~ /~~cc-=--I EQUIPMENT LOCATION NOTE I 1--~~✓/ /// 1-1.--IN-ST_AL_L_A-LL-IRR-IGA_TI_O_N_E_QU-IP-M-ENT-, -PR-ES-S-UR_E_MA_I_N_U_NE-PI-PIN_G_, -- / 17, / ,_,_JI CONTROL VALVES, ETC. Wl1l➔IN PLANTING AREA -ANY IRRIGATION I I .... , •..... / ·,.' Ii! EQUIPMENT SHOWN OUTSIDE OF PLANTING AREA IS FOR DRAWING CLARITY __ "'·r I (TYP1CALJ. I '",.._ 2. \ -Ii FIELD SATELLITES AND All 01l➔ER IRRIGATION EQUIPMENT LOCA1lONS SHOWN ON THIS DRAWING ARE APPROXIMATE. STAKE OUT ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTAllATION. FINAL LOCATION AND EXACT POSITIONING ABOVE GRADE IRRIGATION EQUIPMENT SHAll BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO 11,E OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. ' [I ii_· ~--I 2. h i ------------'~~,;;;I ,,_.,,.,,. I I ,, I I I I I I I I 3. ELECTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCA110NS SHOWN ON THIS DRAWING ARE APPROXIMA1lE. THE CONTRACTOR SHAll STAKE OUT EACH ELECTRIC CONTROL VALVE, QUK:K COUPLING VALVE AND GATE VALVE, ETC. LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTAllA1lON OF VALVES. SEE DETAILS FOR ADDITIONAL VALVE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT POSITIONING OF IRRIGATION EQUIPMENT SHALL BE APPROVED BY 1l➔E OWNER. MINOR MODIFICATIONS OF IRRIGATION EQUIPMENT LOCA1lONS AS REQUESTED BY THE OWNER SHAll BE PROVIDED BY THE CONTRACTOR AT ND ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTAllATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. 4. PER CMC 1 B.50.090.C.B, WHERE SHOWN ON PLANS, LOCATE SPRAY HEADS 24' FROM BACK OF CURB OR PAVEMENT, TO MINIMIZE OVERSPRAY ONTO PAVEMENT. INSTAll THE SPECIFIED SUB-SURFACE DRIP IRRIGA1lON IN THE 24" (MIN.) \\1DE ZONE BETWEEN PAVEMENT AND SPRAY HEADS ONLY WHERE SHOWN ON PLANS. AREAS WHERE DRIP IRRIGATION IS NOT SHOWN WILL BE MULCHED AND/OR PLANT MATERIAL INSTAllED 24" BACK FROM PAVEMENT EDGES. PAVEMENT WHICH SLOPES BACK TO PLAN11NG AREAS DOES NOT REQUIRE THE 24" SETBACK OF SPRAY HEADS. ,------------------------, INSPECTOR DATE IRRIGATION PLAN N PROJECT SHEET NUMBER PLANNING DEPARTMENT SHEETS D 5' 10' I I 2r 0 1-10 PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: LEGOLAND HOTEL DESCRIPTION APPROVED DATE DEVELOPERS NAME: LEGOLAND CALIFORNIA INC. LEGOLAND CALIFORNIA ' Is, Ii' +i!HHIHJ;~ttf1Hlli1L~t~it1Hitll::l!lltlt-Hlili::llit\lll IHI :~HHH-M<:iiilil,I i : t~, :i11-rn,~1H;JH11111tttt1m~!1H1'.'.1H:H:11H·~~~111,um:u1a-!H~1111Hili1h-,IIH!l,HIII 1----+----------------1----t-----1 ADDRESS: 1 LEGOLAND DRIVE APPROVED /«-; 1 1 tt,,H11,:1t11ll"f11t:1htt,1,"l!ll,dlrLlH,11111111"~tt1i Hm :~H,HH»_ m_::~m-_: ill l CARLSBAD, CA 92008 v/.-"( &; , ~L-o-11---I· -z..,q ./~ J.;2 ,:,;,mmmm~~:~,::::::::::;;:~~::::~~:~:::::::::,::l ~~;;:::~~:~;,;:~:l , TELEPHONE: (760) 918-5300 PLANNING •II DATE 1 LEGOLAND DR., CARLSBAD, CA 92024 I / -! :~llillHIIHH::~11-llltllHI: :~ll-illdl·IL~illlllllf1111 ;~1iil HI :iliililhl~llll.:lb•:~ f / 1---+--------------t-----+------j_ ________ ____'.~::.'.:'..:::'.:.::'.'.:.:._::::::::::::::::::::::::::::::::::::::::::~lco-RWN=-s-Y""": -------r--P-R-OJ_E_C_T_N_O_.-.-_D_R_A_W-IN_G_N_0_-1 :·, iilll/Hlll4~11illHHHIIIIHlllll.".iilrcltn!li!l!lll!!ll'd!!'.lfllill 1_,,1c_-_11,1H,_H,IHl_,.'.,.HH,,..,1.tt,,•lh1·•-,' ,/ I f---+--------------1-----t-----l DATE PLAN PREPARED: NOVEMBER 28, 2012 M Pa ano i,s-\. ,. · '1:•m;;11,11,'""'';1,;::·•1.111 t'"'' """ -, CHCKD BY: SOP 96-14(C) 472-3L ==~=~='-"'G"""'R""A""P""H,ul'--"C""K"-EwY.illW""""""-'-"-"""'----'-...J BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC R. W. APEL SHEET 27 OF ,;Jll_sHEETS C.M.W.D. JOB NO. _____ _ I I EXISTll"G VISITOR PARKH,G FOH ADl~ltJISTRATION BUIL:JING (15 SFACES) EXISTING LANDSCAPE PIPE SIZE 3/4" 1" 1-1/4" 1-1/2" 2" SLEEVE SIZE 3" 3• 3" 4• 2-1/2" 4• 6" B" 10" NOTE: ALL IRRIGATION EQUIPMENT SHOWN IN GRAY TONE INDICATES EXISTING CONDITIONS, ALL SYMBOLS INDICATED ON PLIIN SHEETS FOR SPRINKL!R HEADS AND IRRIGATION EQUIPMENT SHOWN IN SOLID TONE INDICATE NEW CONDITIONS. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO START OF WORK. NOTE: IRRIGATION CONTROL WIRE CONDUIT SIZE SHALL BE 4' SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING INSTALLED UNDER PAVING AREAS. REFER TO IRRIGATION SLEEVE SIZING CHART SHOWN ON THIS SHEIT FOR IRRIGATION SLEEVE SIZE. (TYPICAL) NOTE: FOR DRAWING CLARITY ALL IRRIGATION SLEEVES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS A PART OF THE CONTRACTOR'S BID. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF WITH All GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, FOOTINGS, ETC ANO COORDINAIT ITS WORK WITH OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, UNDER PAVING, STRUCTURES, ETC. FOR IRRIGATION LEGENDS, NOTES, DETAILS AND SPECIFICATIONS, REFER TO SHEETS 1-14 THROUGH 1-21. d.d. Pagano inc. IRRIGATION CONSULTANTS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 (714) 771-9200 FAX (714) 771-9202 GRAPHIC KEY ' / / I . I ; I . . I I • I I I I ---...... -••. ---!l!ll,11,i ---"'Jl!l -fil.lill -,_ -, ,_ ,-r8 ~ SPECIFIC / I I I I / I I i ' i I I I I / ' / i / / 1--/ // / ~~--/ / ! l c -I IRRIGATION CONSTRUCTION NOTES I i I I I I I I I I I I ~---.. ' I I ' I I I I I I I I I I 31 ' ! • ! I I ! I ! / -.__ "--,--~} (", l. ;-· ~~---, -- j I I i I I I LU _)., -a: a (./) C) ~ --CJ) (/) 0 Q:' u I I I I I I I I I • I I I I i I ' I - i ·-. . . I I ! ' I ! I I I I . I I I .. _ I I • I - I ! I I I ' i -. I I ' I ; -- i I I I I i I I • I I I / I I . I I I ! I I ' I I • I I I I I I I ,~ I I / / I I I I I I I I • i I • I I I I I --1 -----.. I I I I • I I I I I • I • ' I • I I I I I I I I I I I L I ! i • ' I / "' !/ '~-} !31! EXISTING RECYCLED WATER P.0.C. (2) 3" METERS, (1) 6" BFP. 0-11 1'1 l '---~ ---~-• f;' ~ EXISTING POTABLIE WATER P.0.C. (2) 3" METERS, (1) a• BFP, -j -~--,j (1) 6" FIRE ASSEMBLY. . -/, ·-]I I 11 ,r· J i I 111 I / /I I .1 , • I I 1 /lil ~ c./i I ;II / I i I I I ' I I • I / i ! / I ~ I I I I t I / 1 / i ;:? I i l ,, / I I I I I ., 11 I i (/ ii I ---I 1 !I i ! /! . I / // ; '1 j /I /i I . t ,I / .,.,! I '1' Ii , . I 'I i i / I I I I I i I / i I ! I / I I I I :__ I I I i, I -f I I I / I / I/ I : II II Iii / I I I I . I I 1 I / I r I ! / • / 11 i 1 1 : EQUIPMENT LOCATION NOTE I I I I I I I I '-- L_ I I I / / .11. INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROL VALVES, ETC. WITHIN PLANTING AREA -ANY IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREA IS FOR DRAWING CLARITY (TYPICAL). I I I ! ,i II I I / I g / /1 / I I I I /1 1 / I I ,; . ;1 I/".· ,1 I / 1 i 1/ II II ~ ; I /// / / ll , __ ---If I ,II / i/! / 1,1 I ,! ' I I /J/ / / /: I / ------/ ,1 ,1 ) I 1'! ;' I I 2. FIELD SATELLITES AND ALL OTHER IRRIGATION EQUIPMENT UDCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. STAKE OUT ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION. FINAL LOCATION AND EXACT POSITION/NG ABOVE GRADE IRRIGATION EQUIPMENT SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWllER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER • 3. ELECTRIC CDNTRCL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION or VALVES. SEE DETAILS FOR ADDITIONAL VALVE INSTALLATION INFORI.IATION. FlNAL LOCATION AND EXACT POSITIONING OF IRRIGATION EQUIPMENT SHALL BE APPROVED BY THE OWNER. MINOR MODIFICATIONS or IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SliALL CAUSE CONTRACTOR TO I.IAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TD OWNER. 4. PER CMC 18.50.090.C.8, WHERE SHOWN ON PLANS, LOCATE SPRAY HEADS 24' FROM BACK OF CURB OR PAVEMENT, TO MINIMIZE OVERSPRAY ONTO PAVEMENT. INSTALL THE SPECIFIED SUB-SURFACE DRIP IRRIGATION IN THE 24' (MIN.) WIDE ZONE BETWEEN PAVEMENT AND SPRAY HEADS ONLY WHERE SHOWN ON PLANS. AREAS WHERE DRIP IRRIGATION IS NOT SHOWN WILL BE MULCHED AND/OR PLANT MATERIAL INSTALLEO 24" BACK FROM PAVEMENT EDGES. PAVEMENT WHICH SLOPES BACK TO PLANTING AREAS DOES NOT REQUIRE THE 24' SETBACK OF SPRAY HEADS. I 1.i; 1 1 I /--1-I L_ --r I / I // ' / II 11 __ ,/ !/_ -;/ ~-1-:1:--A-PP_R_O_V_ED_F_O_R_P_L_AN_T_IN_G_A-ND __ _ I / " 1 ' Iii IRRIGATION ONLY, INCLUDING PRECISE I. ,-) 1 ; / / / / 11 LOCATION OF PLANTING AREAS I. I / / / /i 1-----,, A_S_B_U_I L-T-,,-------1 ! II // ,/ ,1 I I I ; 1 , 1 i I 1--ll_T_LE ______________ D_A_T_E __ --t ----I / / I I / i II REVIEWED BY: --1-. ---I / / I / /1 I I / / / / , 1 I I I / .I CARLSBAD MUNICIPAL WATER DISTRICT I / I ,' I I I 1-----,--------------,-----f ' I ; I INSPECTOR DATE ,.;u !illllii:i: -i!llillll ~/ -, ,_I;_~ ~ ~ ,;J SHEET CITY OF CARLSBAD ~ -Wjli IRRIGATION PLAN 38 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. DISTRICT APPROVED CHANGES 0 I 5' 10' j N 2'° 0 ~----1 28 SHEETS PROJECT SHEET I-----L-------------'-----1 PLANNING DEPARTMENT NUMBER 1-11 PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: LEGOLAND HOTEL l-'N_,__,0"-'.1-------"D"=E"'SC:c:R_,,l'--P-"Tl-"-0'-'-N-·-----,f'-A"-P'--P'-'RO::c.V.:.:E==D+Dc::Ac:.TE=, DEVELOPERS NAME: LE GOLAN D CALIFORNIA INC. LEGOLAND CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 l--1-----------------11----1--~ ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 TELEPHONE, {760) 918-5300 DA TE PLAN PREPARED: NOVEMBER 28, 2012 l---+----------------11-----f----j BY: RICHARD APEL. R. W. APEL LANDSCAPE ARCHITECTS INC PLANNING DRWN BY: M Paaano CHCKD BY: R. W. APEL SHEET 28 OF .:lli.SHEETS PROJECT NO. SDP 96-14(C) DRAWING NO. 472-3L C.M.W.D. JOB NO. _____ _ IRRIGATION SLEEVE SIZES PIPE SIZE 3/4" 1" 1-1/4" 1-1/2" 2" SLEEVE SIZE 3' 3' 3' NOTE: ALL IRRIGATION EQUIPMENT SHOWN IN GRAY TONE INDICATES EXISTING CONDITIONS. ALL SYMBOLS INDICATED ON PLAN SHEETS FOR SPRINKLER HEADS AND IRRIGATION EQUIPt.!ENT SHOWN IN SOLID TONE INDICATE NEW CONDITIONS. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO START OF WORK. NOTE: IRRIGATION CONTROL WIRE CONDUIT SIZE SHALL BE 4' SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING INSTALLED UNDER PAVING AREAS. REFER TO IRRIGATION SLEEVE SIZING CHART SHOWN ON THIS SHEET FOR IRRIGATION SLEEVE SIZE. (TYPICAL) NOTE: FOR DRAWING CLARITY ALL IRRIGATION SLEEVES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS A PART OF THE CONTRACTOR'S BID. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, FOOTINGS, ETC AND COORDINATE ITS WORK WITH OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, UNDER PAVING, STRUCTURES, ETC. FOR IRRIGATION LEGENDS, NOTES, DETAILS AND SPECIFICATIONS, REFER TO SHEETS 1-14 THROUGH 1-21. d.d. Pagano inc .• , udrioi2 ; IRRIGATION CONSULTANTS "'-"~ ~~.f A-, 47D5 EAST CHAPMAN AVENUE -,r:"--cati1 ~~ ORANGE -CA 92869 €' 0 \ '(O (714) 771-9200 FAX (714) 771-92D F' CAI- GRAPHIC KEY APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS TITLE DATE PLANNING DEPARTMENT SHEETS PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: LEGOLAND HOTEL LEGOLAND CALIFORNIA 1 LEGOLAND DR., CARLSBAD, APPROVED PLANNING ~t=============j===j==:l-:::;;:-;::::-7;:;-::::::;::;::-:;::::;:::---~~~~;~~=====40RWN BY: PROJECT NO. CA 92024 )-Z.j .11) DATE DA TE PLAN PREPARED: NOVEMBER 28, 2012 ""-"Mc...;,.P"'□q.:□o.:.n□"-------l 1--------+---------~-~---+----+~----l BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC CHCKD BY: SOP 96-14(C) R. W. APEL DRAWING NO. 472-3L SHEET 29 OF 38 SHEETS C.M.W.D. JOB NO. _____ _ . E 'J,·J1l .,.l~~lq• PIPE SIZE SLEEVE SIZE 3/4" 3• ,· 1-1/4" 3' 3• 1-1/2'' 2' 4• 4' I 11 I , I I I I I I I I I I I 2-1/2' 4• 3' 4• 6" 8' NOTE: IRRIGATION CONTROL WIRE CONDUIT SIZE SHALL BE 4' 6" 10· SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING INSTALLED UNDER PAVING AREAS. REFER TO IRRIGATION SLEEVE SIZING CHART SHOWN ON THIS SHEET FOR IRRIGATION SLEEVE SIZE. (TYPICAL) NOTE: FOR DRAWING CLARITY ALL IRRIGATION SLEEVES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS A PART OF THE CONTRACTOR'S BID. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF WITH All GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, FOOTINGS, ETC AND COORDINATE ITS WORK WITH OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALlS, UNDER FOOTINGS, UNDER ROADWAYS, UNDER PAVING, STRUCTURES, ETC. FOR IRRIGATION LEGENDS, NOTES, DETAILS AND SPECIFICATIONS, REFER TO SHEETS 1-14 THROUGH 1-21. @P d.d. Pagano inc. IRRIGATION CONSULTANTS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 (714) 771-9200 FAX (714) 771-9202 ! ' ~:.!Wllil!lllii :~IIHilhi*l::ti1il-lli'ili :lili:l*llil!l.:~nlll lfli:, ij-liHIH1i1::♦c#H I ~(f., 'littl!IJIIHl1ll,lllllil'lillllil;;;'lliliii!l:'..tllill~llllllillllHl:iir I IFill:ii!ii;'ili'l'il;l;li'tt:11 ; , "" 1, .. M,lllltt,lll ,1'1hllliHl1, .. ,MH1lili,H, .~11.,,flflllL~,-11 . 11+. irffinll·ffih,,l!,t,J,1 I • ' I.Ul.!l.W.:llllililllLilLlll.JJ:..ilLl.lLIJ.Wi~ill:.J.:.Ull!illll~ ' ~.lll.;lliUl:fil_!.!illllJ.U;U/li ,.. rlt~ nJ 11, mn11 Ill 11111,11/Jlll 'lfl n, 11! 11111' 11!1<ll l'IIT\Jrlll1ffl ;4 i lt-·1,11!111llrT1l;ri;m1 ·rn,:rd lJ ljr -l .. M'l~mclli .~llll!HhH,:~•-i;,I ,o,HIHillll ,~· I IH -~'llll1IH1i11,;!ft','i1 --1 'Ii : , Ji .. fullli!lllli•IHH,lttHH·iiHMll-'ai""'i~,'!<dfu,lmIBtcJ!i Hl'l-~llt H•·l¥•1it+H Ii . !.J I~\ I,: •W./.r!-111 je,\tl;l,H fl"j!..,,,~µ • .l~Jlt» lii!,'li lll ii'J!l .. ij; ~II j -# ! GRAPHIC KEY HO"fE!_ BLDG CARLSBAD, CA 92D08 TELEPHONE: (760) 91 B-5300 1--+---------------1-----l---l DATE PLAN PREPARED: NOVEMBER 28, 2012 BY: RICHARD APEL. R. W. APEL LANDSCAPE ARCHITECTS INC EQUIPMENT LOCATION NOTE 1, INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROL VALVES, ETC. WITHIN PLANTING AREA -ANY IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREA IS FOR DRAWING CLARllY (lYPICAL). 2. FIELD SATELLITES AND ALL OTHER IRRIGATION EQUIPMENT LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. STAKE OUT ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS FOR REVIEW AND APPROVAL BY OWNER PRIOR TD INSTALLATION, FINAL LOCATION AND EXACT POSITIONING ABOVE GRADE IRRIGATION EQUIPMENT SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FNLURE TO OBTNN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. 3. EUECTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF VALVES. SEE DETAILS FOR ADDITIONAL VALVE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT POSITIONING OF IRRIGATION EQUIPMENT SHALL BE APPROVED BY THE OWNER. MINOR MODIFICATIONS OF IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHAUL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FNLURE TO OBTNN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. 4. PER CMG 1 B.50.090.C.B, WHERE SHOWN ON PLANS, LOCATE SPRAY HEADS 24" FROM BACK OF CURB OR PAVEMENT, TO MINIMIZE OVERSPRAY ONTO PAVEMENT. INSTALL THE SPECIFIED SUB-SURFACE DRIP IRRIGATION IN THE 24" (MIN.) WIDE ZONE BETWEEN PAVEMENT AND SPRAY HEADS ONLY WHERE SHOWN ON PLANS. AREAS WHERE DRIP IRRIGATION IS NOT SHOWN WILL BE MULCHED AND/OR PLANT MATERIAL INSTALLED 24" BACK FROM PAVEMENT ECGES. PAVEMENT WHICH SLOPES BACK ID PLANTING AREAS DOES NOT REQUIRE THE 24" SETBACK OF SPRAY HEADS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" INSPECTOR 1 LEGOLAND DR., CARLSBAD, APPROVED I . l \ -V 1.:--{ Cf· ~L.e1 I PLANNING DRWN BY, M Pa □no PROJECT NO. DATE CA 92024 l · -z,.9' -l'7 DATE CHCKD BY: R. W. APEL SOP 96-14(C) DRAWING NO. 472-3L SHEET 30 OF 38 SHEETS C.M.W.D. JOB NO. _____ _ GENERAL IRRIGATION NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WAI.LS, ETC AND COORDINATE ITS WORK WITH OTHERS FOR THE LOCATION AND THE INSTALLATION Of PIPE SLEEVES THROUGH WAI.LS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. 2. THIS DESIGN JS O~GRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTNG AREAS WHERE POSSIBI£. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 3. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR SHAil VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 4. DO NOT WJLLFUl!Y INSTAil ll!E SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE AillNTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHAil ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 5. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. 6. INSTALL All PIPE MATER~ AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBUES. 7. All POP-UP TYPE SPRINKLER HEADS INSTAI.LED IN SHRUB DR GROUND COVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1" ABOVIE FINISH GRADE. B. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAWN AREAS SHAil BE INSTALILED SO THAT THE TOP OF THE SPRINKLER HEADS ARE FLUSH WITH ADJACENT SIDEWALK OR CURB. 9. ADJUSTING OF ALL LAWN HEADS BY ll!E CONTRACTOR, SO THAT THE TOP Of THE SPRINKLER HEAD IS 1/4" ABOVE FINISH GRADE, SHALL BE ACCOMPLISHED WITHIN TEN (10) DAYS AFTER NOTIFICATION BY ll1E OWNER'S AUTHORIZED REPRESENTATIVE. 10. ALL SPRINKLER HEADS SHAUL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 11. THE CONTRACTOR SHALL FLUSH AND ADJUST All SPRINKLER HEADS FDR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WAI.KS, ROADWAYS AND/OR BUILDINGS AS MUCH PS POSSIBLE. THIS SHAil INCLUDE USE OF RANBIRD "pcs· PRESSURE COMPENSATING SCREENS, SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROfilE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 12. 120 VCLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLILER LOCATION SHALL BE PROVIDED BY UNDER THE ELECTRICAi. SECTION OF THE SIPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CORRDINATE ELECTRICAL SIERVICE WITH UTIUTY COUPANY AND TO MAKE THE FlNAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. GENERAL CONSTRUCTION NOTES A. RECONSTRUCTION AND/OR MODIFICATION OF THE EXISTING LANDSCAPE IRRIGATION SYSTEM WIil BE REQUIRED DUE TO THE CONSTRUCTON OF THE NEW HOTEL ALTERING THE EXISTING LEGOLAND IRRIGATION SYSTEMS. UNLESS OTHERWISE NOTED, All EXISTING IRRIGATION SYSTEMS SHAil REMAIN OPERATIONAi.. PROTECT IN PLACE. EXISTING IRRIGATION SYSTEMS WITHIN THE EXPANDED UMIT AREA SHAil BE REMOVED OR RELOCATED PS SHOWN ON THE DRAWINGS AND AS DIRECTED BY THE ACCOMPANYING NOTES. B. IT IS THE INTENT THAT THE INSTALLATION OF THE MODIFIED IRRIGATION SYSTEM BE AS SHOWN ON THE IRRIGATION DRAWINGS. CONNECTION OF THE NEW IRRIGATION PRESSURE MAIN LINE PIPING SHALL BE MADE TO THE EXISTING IRRIGATION PRESSURE MAIN LINE PIPING AT APPROXIMATE LOCATIONS Sl10WN ON THE DRAWING. EXACT LOCATION FOR POINTS OF CONNECTIONS, CONNECTION TO AND RELOCATION OF THE EXISTING ELECTRIC CONTROL VALVES AND CONTROL WIRE ROUTING SHALL BE COORDINATED WITH THE OWNER'S AUTHORIZED REPRESENTATIVIE. THE IRRIGATION DRAWING WAS PREPARED USING THE ORIGINAL IRRIGATION BID DOCUMENTS AS A GUIDE. IT SHALL BE THE RESPONSIBILITY Of THE IRRIGATION CONTRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS AND PROVIDE A STATEMENT OF INTENDED CONSTRUCTION PROCEDURES FOR APPROVAi. BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. C. All IRRIGATION SYSTEMS SHALL REMAIN OPERATIONAL. CUT AND CAP EXISTING NON-PRESSURE LATERAL LINE PIPING AS REQUIRED TO COMPLETE THE NEW IRRIGATION CONSTRUCTION DAMAGE TO ANY EXISTING LANDSCAPING OR IRRIGATION SYSTEM CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. D. UNLESS OTHERWISE NOTED AS EXISTING TO REMAIN, THE CONTRACTOR SHAil REMOVE ALL EXISTING IRRIGATION MATERW. AND EQUIPMENT INCLUDING BUT NOT LIMITED TO SPRINKLER HEADS VALVES, PRESSURE MAINLINE PIPING, NON-PRESSURE LATERAL LINE PIPING, CONTROL WIRING, ETC. INSTALLED DURING THE CONSTRUCTION OF THE EXISTING IRRIGATION SYSTEM THAT FALL WITHIN THE LIMITS OF THE NEW IRRIGATION CONSTRUCTION AREA. ALL MATER~ AND EQUIPMENT SCHEDULED FOR REMOVAi. (EXCEPT IRRIGATION PIPING), SHALL BE TURNED OVER TO THE OWNER'S AUTHORIZED REPRESENTATIVE WITH A TRANSMITTAL LISTING All ITEMS. ANY ITEMS ON THE LIST NOT WANTED BY THE OWNER PLUS ALL OTHER MATERIALS REMOVED, SHALL BE REMOVED FROM THE SITE AND LEGALLY DISIPOSED OF BY THE CONTRACTOR. E. UNLESS OTHERWISE NOTED, All IRRIGATION MODIFICATIONS SHOWN SHALL BE CONSIDERED NEW AND SHAUL BE INSTALLED IN SUCH A MANNER THAT THE NEW IRRIGATION SYSTEM WIil BE COMPATIBLE WITH THE EXISTING IRRIGATION SYSTEM AS REQUIRED TO PROVIDE A COMPLETE AND EFFICIENT OPERATING SYSTEM. F. FIELD ADJUSTMENTS MAY BE REQUIRED TO PROVIDE OPTIMUM OPERATION EFFICIENCY. THE CONTRACTOR SHAil BE RESPONSIBLE FOR CONTACTING THE OWNER'S AUTHORIZED REPRESENTATIVE TO REVIEW FIELD ADJUSTMENTS PRIOR TO INSTALLATION. IN THE EVENT NO CONTACT IS MADE WITH THE OWNER'S AUTHORIZED REPRESENTATIVE, THE CONTRACTOR SHALL BE RESIPCNSIBLE FOR ANY REVISIONS NECESSARY. G. PERMISSION TO SHUT OFF IRRIGATION WATER FOR DEMOLITION OF EXISTING IRRIGATION SYSTEM SHAil BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVIE PRIOR TO SHUT-OFF. SO AS TO PROVIDE MINIMUM DOWN TIME FOR THE EXISTING IRRIGATION SYSTEM, ALL NEW IRRIGATION MAINLINE PIPING, IRRIGATION SLEEVES, CONTROL WIRING CONDUITS, COMMUNICATION CABLE CONDUITS, ETC. SHALL BE INSTALLED AND READY, INCLUDING PRESSURE TESTING OF IRRIGATION MAINLINE PIPING, FOR OPERATION PRIOR TO FINAi. CONNECTION TO EXISTING IRRIGATION PIPING AND CONDUns. H. ALL IRRIGATION MATER~ AND EQUIPMENT SCHEDULED TO BE RELOCATED UNDER THIS CONTRACT, SHALL BE INSTALLED IN ACCORDANCE WITH AND BROUGHT UP TO THE STANDARDS SHOWN ON THE IRRIGATION CONSTRUCTION DETAIL SHEET. THIS WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, PROVIDING NEW WIRE CONNECTORS, PROVIDING 3/4" CRUSHED ROCK UNDER VALVES, PROVIDING NEW VAi.VE BOXES FOR RELOCATED VALVES, POURING NEW CONCRITT FIELD SATEULITE PADS, ADJUSTING VAi.VE BOXES TO FINISH GRADE, PROVIDING VALVE I.D. TAG, SETTING VALVE STEM 6" MAXIMUM FROM THE TOP OF VAi.VE BOX AND PROVIDING BRICK SUPPOR-;-5 UNDER VAi.VE BOXES. I. REFER TO "AS-BUILT" RECORD DRAWINGS Of EXISTING IRRIGATION SYSTEMS FOR ADDmDNAL INFORMATION. IRRIGATION SYSTEM SHALL BE INSTALl.£D IN ACCORDANCE WITH THE LATEST EDITION or THE CMWD SPECIFICATIONS FOR IRRIGATION SYSTEMS USING RECLAIMED WATER. POP-UP SPRINKLERS SHALL BE USED IN THE RIGHT-OF-WAY AND WITHIN 10' or ANY HARDSCAPE, TURF OR WHERE PEDESTRIAN TRAFFIC MAY OCCUR. ON RECYCLED WATER SYSTEMS, ALL APPURTENAHCES {SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 or THE CALIFORNIA HEALTH AND SAFETY CODE. RECYCLED SYSTEMS SHALL USE PURPLE VALVE BOXES. RECYCLED WATER CONTROL VALVES SHALL HAVE PURPLE VALVE HANDLES AHD TAGS ATTACHED TO INDICATE RECYCLED WATER. POTABLE SYSTEMS SHALL USE GREEN OR BROWN VALVE BOXES. PURPLE CODING SHALL NOT BE USED ON POTABLE SYSTEt.lS. NOTE: All IRRIGATION EQUIPMENT SHOWN IN GRAY TONE INDICATES EXISTING CONDITIONS. All SYMBOLS INDICATED ON PIAN SHEETS FOR SPRINKLER HEADS AND IRRIGATION EQUIPt.lENT SHOWN IN SOLID TONE INDICATE NEW CONDITIONS. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO START OF WORK. IRRIGATION SPRINKLER LEGEND SYMBOL MANUFACTURER 0. 0 • el □ w 0 V 'v w "v dl • RAIN BIRD . - MODEL NO. 5006-PL-FC-SAM 5006-PL-PC-SAM 5006-PL-PC-SAM 5006-PL-FC-SAM 5006-PL-PC-SAM 5006-PL-PC-SAM 50D6-PL-FC-SAM 5006-PL-PC-SAM 5006-PL-PC-SAM 1806-SAM 1806-SAM 1806-SAM 1806-SAM 1806-SAM 1806-SAM 5012-PL-FC-SAM 5012-PL-PC-SAM 5012-PL-PC-SAM 5012-PL-FC-SAM 5012-PL-PC-SAM 5012-PL-PC-SAM 5012-PL-FC-SAM 5012-PL-PC-SAM 5012-PL-PC-SAM 1812-SAM 1812-SAM 1812-SAM 1812-SAM 1812-SAM 1812-SAM 1812-SAM-PRS 1 B 12-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 1 B06-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 1 806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS PA-8S PA-BS PA-BS PA-BS PA-BS PA-BS PA-BS PA-BS PA-BS DESCRIPTION NOZZLE 6" POP-UP ROTOR -PLUS 5000-MPR-35 5000-MPR-35 5000-MPR-35 5000-MPR-30 5000-MPR-30 5000-MPR-30 5000-MPR-25 5000-MPR-25 5000-MPR-25 6• PDP-UP w/ROTARY NOZZLE R17-24F ·- R17-24H R17-24Q R13-18F R13-1BH R13-1BQ 12" POP-UP ROTOR -PLUS 5000-MPR-35 L 5000-MPR-35 5000-MPR-35 5000-MPR-30 5000-MPR-30 5000-MPR-30 5000-MPR-25 5000-MPR-25 5000-MPR-25 12° POP-UP w/ROTARY NOZZLE R17-24F -- 12" POP-UP SPRAY HEAD ----- 6" POP-UP SPRAY HEAD ---'- SPRAY NOZZLE ON RISER SUPPLEMENTAL TREE IRRIGATION BIO TREATMENT UNIT IRRIGATION '"' R17-24H R17-24Q R13-18F R13-1BH R13-18Q U-15F U-15H U-15Q U-12F U-12H u-120 U-10F U-10H U-100 U-BF U-BH U-BQ SQ-FUL SQ-HLF SQ-QTR U-15F U-15H U-15Q U-12F U-12H U-12Q U-10F U-10H U-100 U-8F U-8H U-BQ SQ-FUL SQ-HLF SQ-QTR 15CST W/ PCS-030 U-12H U-12Q U-10H u-100 U-BH U-BQ SQ-HLF SQ-QTR (2) 1401 • ADJUST RADIUS OF GEAR DRIVEN ROTOR AND ROTORY SPRINKLERS FOR HEAD-TO-HEAD COVERAGE. RADIUS 35* FT. 35* 35* 30* 30* 30• 25* 25* 25* 23* 23* 23* 1 a• 18* 18* 35* 35* 35* 30* 30* 30* 25* 25* 25* 23* 23* 23* 1 s• 18* 18* 15u 15** 15** 12** 12** 12** 1 D** 10•• 10"'* B** a•• 8** 4*** 4*""" 4*** 15** 15** 15*"' 12•• 12** 12** 10** 10 .. 10•• a•• 8** a•• 4*** 4*** 4*** 4,i.u 12** 12""" 1 O** 10*"' 8•• a•• 4"""* 4*** 4* .... -- G.P.M P.S.I. 7.6 45 3.8 45 1.9 45 5.6 45 2.8 45 1.4 45 3.9 45 2.0 45 1.0 45 3.7 45 1.9 45 0.9 45 2.0 45 1.0 45 0.5 45 7.6 45 3.8 45 1.9 45 5.6 45 2.8 45 1.4 45 3.9 45 2.0 45 1.0 45 3.7 45 1.9 45 0.9 45 2.0 45 1.0 45 0.5 45 3.8 30 1.9 .,o 0.9 30 2.6 30 1.3 30 0.7 30 1.6 30 0.8 30 0.4 30 1.05 30 0.52 30 0.26 30 0.4 30 0.2 30 0.1 30 3.8 30 1.9 30 0.9 30 2.6 30 1.3 30 0.7 30 1.6 30 0.8 30 0.4 30 1.05 30 0.52 30 0.26 30 PATTERN FULL CIRCLE HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. 0.4 0.2 0.1 0.3 1.3 0.7 0.8 0.4 0.52 0.26 0.2 0.1 0.5 1.0 30 FULL 30 HALF 30 30 30 30 30 30 30 30 30 30 30 30 QTR. CENTER STRIP HALF CIRCLE QTR. HALF QTR. HALF QTR. HALF QTR. BUBBLER BUBBLER •• WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FDR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHAil EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL SELECT SCREEN FROM PCS NOZZLE SCREEN SELECTION CHART FDR APPROPR~TE RADIUS, ... ADJUST RADIUS OF sa NOZZLES FOR OPTIMAL COVERAGE AND MINIMAi. OVERSPRAY. "" STORM WATER BIO TREATMENT CONTAINS ITS OWN IRRIGATION. PROVIDE VALVE ANO LATERAL LINES AS SHOWN. SLEEVING NOTE: FOR SLEEVES UNDER ROADWAY 6" OR LESS IN DIAMITTR, USE SCHEDULE 80 PVC WITH 36" Of COVER. FOR SLEEVES UNDER ROADWAY GREATER THAN 6" IN D~METER, USE SCHEDULE 8D PVC WITH 48' OF COVER. FOR SLEEVES UNDER PAVING (NON-ROADWAY) 6" OR GREATER IN D~ITTR, USE SCHEDULE 40 PVC WITH 36' OF COVER. FOR SLEEVES UNDER PAVING (NON-ROADWAY) 3" OR 4" D~ITTR, USE SCHEDULE 40 PVC WITH 24" OF COVER. FOR SLEEVES UNDER PAVING (NON-ROADWAY) LESS THAN 3" DIAMETER, USE SCHEDULE 40 PVC WITH 18" Of COVER. IRRIGATION SLEEVE SIZES PIPE SIZE 3/4" 1' 1-1/4" 1-1/2" 2· 2-1/2" 3' 4• 6" SLEEVE SIZE 3" 3• 3• 4• 4• 6" 8" 10' NOTE: IRRIGATION CONTROL WIRE CONDUIT SIZE SHALL BE 4" SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING INSTALLED UNDER PAVING AREAS. REFER TO IRRIGATION SJLEEVE SIZING CHART SHOWN ON THIS SHEET FOR IRRIGATION SLEEVE SIZE. (TYPICAL) NOTE: FOR DRAWING CLARITY ALL IRRIGATION SLEEVES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS A PART OF THE CONTRACTOR'S BID. IT IS lliE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF W1TH All GRADE DIFFERENCES, LOCATION OF WAILS, RETAINING WAl!S, FOOTINGS, ETC AND COORDINATE ITS WORK ~TH OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, UNDER PAVING, STRUCTURES, ETC. IRRIGATION EQUIPMENT LEGEND SYMBOL 00 • WD ■ 1%1 AR --- ---- --------- -cc- --FS-- MANUFACTURER RAINBIRD RAINBIRD RAIN BIRD RAIN BIRD RAIN BIRD NELSON NIBCO NIBCO WILKINS BERMAD JDL GREEN TECH BERMAD WATTS NETAFIM NETAFIM MODEL NO. ESP-SAT AND CCU PESB-PRS-D PESB 44LRC 441.RC 7645 T-113 F-619-RW 975 100 SERIES hYfLOW FSM-XXX 01-ARA 530 "LOSOMFV-1 TLCV6-12 DESCRIPTION SERIES FIELD SATELLITE AND CCU MOUNTED WITHIN A "STRONG BOX' STAINLESS STEEL TOP ENTIRY VANDAL RESISTANT ENCLOSURE -SEE DRAWINGS FOR ADDITIONAL INFORMATION. SERIES ELECTRIC CONTROL VALVE WITH PRESSURE REGULATION-SIZE NOTED*., 1" DRIP CONTROL ZONE VALVE ASSEMBLY -RAIN BIRD 100 PESB ELECTRIC CONTROL VALVE, PRB-QKCHK-1 DO SERIES 1" PRESSURE REGULATING BASKET FILTER WITH 200 MESH SCREEN AND SPEARS 1' SCHEDULE 80 THREADED BALL VALVE. ALL ASSEMBLY FlmNGS AND NIPPLES SHALL BE 1 ". SEE DETAIL FOR ADDITIONAL INFORMATION. SERIES QUICK COUPLING VALVE WITH LOCKING RUBBER COVER FOR WASHDOWNS USING DOMESTIC WATER -1" SERIES 1" QUICK COUPLING VALVE FOR DOMESTIC WATER WATER. SERIES 1" QUICK COUPLING VALVE FOR RECYCLED WATER. SERIES GATE VALVE VALVE WITH BRONZE CROSSHANDLE FOR SIZES 2-1/2" AND SMALLER. LINE SIZE SERIES FLANGED GATE VALVE WITH 2" OPERATING NUT FOR SIZES 3" AND lARGER. LINE SIZE SERIES IN LINE REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY -2'. SERIES NORMALLY OPEN MASTER VALVE WITH 24 VOLT LOW AMPERAGE IRRIGATION SOLENOID -USE MODEL BERMAD MODEL #IR-2"-110-00-Y-P-NP-3W-460-M-6-ASCO-Lo Amp. REFER TD DRAWING FOR SIZE AND REFER TO DETAIL FOR INSTALLATION INFORMATION. SERIES TEE FlLOW SENSOR FOR IRRIGATION -SEE FIELD SATELLITE NOTE ON PLAN FOR SIZE. 1" PRESSURE AIR RELEASE VALVE. CALIBRATED PRESSURE RELIEF VAf.VE SET AT 125 PSI -3/ 4" MANUAL LINE FLUSHING VALVE TO BE CONNECTED TO INLINE DRIP TUBING AS SHOWN ON DRAWING -SEE DETAILS FOR ADDITIONAL INFORMATION. TECHLINE CV DRIP LINE FOR DOMESTIC WATE'R -DRIPPER FLOW RATE SHALL BE 0.60 GPH AND DRIPPER SPACING SHALL BE 12" ON CENTER AND ROW SPACING SHALL BE 1 a• ON CENTER BURIED PRESSURE MAIN LINE PIPING -USE PVC CLASS 200 WITH RING-TITE JOINTS FOR SIZE 4". USE PVC CLASS 315 WITH SOLVIENT WELOED JOINTS FOR SIZES 2', 2-1/2", 3" AND PVC SCH. 40 ~TH SOLVENT WELDED JOINTS FOR SIZES 1-1/2• AND SMALLER. -SIZE NOTED -USE PURPLE COLORED PIPE FOR RECYCLED WATER. BURIED PRESSURE MAIN LINE PIPING FOR DOMESTIC WATER -USE PVC CLASS 315 FOIR SIZES 2"-3• AND PVC SCHEDULE 40 FOR SIZES 1-1/2" AND SMALLER -SIZE NOTED -USE WHITE COLORED PIPE FOR IRRIGATION LINES AND WASHDOWN LINES USING DOMESTIC WATER. BURIED NON-PRESSURE LATERAL LINE PIPING -USE PVC SCHEDULE 40 FOR LATERAL LINE PIPING INSTALLED WITHIN PLANTING AREAS ANO FOR lATERAL LINE PIPING INSTALLED UNDER PAVED AREAS -SIZE NOTED -USE PURPLE COLORED PIPE FOR RECYCLED WATER AND USE WHITE COLORED PIPE FOR IRRIGATION LINES USING DOMESTIC WATER. CONTROL WIRE CONDUIT INSTALLED UNDER PAVED AREAS SHALL BE INSTALLED BY IRRIGATION CONTRACTOR -SEE SLEEVING NOTE ON TIHIS SHEET. IRRIGATION PIPE SLEEVE INSTALLED UNDER PAVED AREAS SHALL BE INSTALLED BY IRRIGATION CONTRACTOR -SEE SLEEVING NOTE ON THIS SHEET. COMMUNICATION CABLE WITHIN 1-1/2" PVC SCHEDULE 40 CONDUIT -PROVIDE PULL BOX AT A MINIMUM OF 200 FlEET ON CENTER, AT FIELO SATELLITE LOCATION, STRAINER LOCATION AND AT EACH CHANGE OF DIRECTION. REFER TO COMMUNICATION CABLE •pull sax· CONSTRUCTION DETAIL FOR INSTALLATION INFORMATION. PULL BOXES ARE NOT SHOWN -1 B' MINIMUM COVER. FLOW SENSOR CABLE WlllHIN 1-1/2' PVC SCHEDULE 40 CONDUIT -PROVIDE PULL BOX AT A MINIMUM OF 200 FEET ON CENTER, AT AUTOMATIC CONTROLLER LOCATION, SENSOR LOCATION AND AT EACH CHANGE OF DIRECTION. REFER TO FLOW SENSOR 'PULL BOX" CONSTRUCTION DETAIL FOR INSTALLATION INFORMATION. PULL BOXES ARE NOT SHOWN -1 B" MINIMUM COVER. 0-ICW---0 IRRIGATION CONTROL WIRE WITHIN CONDUIT AND PULL BOXES -USE PVC SCHEDULE 40 CONDUIT. -SIZE NOTED - PROVIDE 30" LOOP WITHIN PULL BOX. NOT SHOWN CONTROL AND COMMON WIRE CONNECTIONS BETWEEN A FIELD SATELLITE AND ITS CORRESPONDING ELECTRIC CONTROL VALVES . ~---~ INDICATES CCU NUMBER DESIGNATION. ,+--F::::::;T INDICATES FIELD SATELLITE / CCU CHANNEL NUMBER. I• • • ~ INDICATES FIELD SATELLITE STATION NUMBER. I , I • -~ INDICATES ELECTRIC CONTROL VALVE SIZE. INDICATES FLOW IN GALLONS PER MINUTE (GPM) ....a==+ INDICATES MASTER VALVE CCU DESIGNATION-FIELD SATEWTE/CCU CHANNEL NUMBER-FIELD SATEWTE STATION NUMBER -•-~ INDICATES PRESSURE SETTING FOR MASTER VALVES WITH PRESSURE REGULATION IF AIPPLICABLE • • -~ INDICATES "MV' FOR MASTER VALVE WITH ND PRESSURE RFGUlATION INDICATES MASTER VALVE SIZE ~---11--INDICATES CCU NUMBER DESIGNATION. ..!---F::;:::t INDICATES DECODER CHANNEL NUMBER • I• • -•y INDICATES DEVICE TYPE, FLOW SENSOR (FS) ••• THE IRRIGATION CONTRACTOR SHALL ADJUST THE PRS DEVICE AT EACH ELECTRIC CONTROL VALVE SO THAT THE SPRINKLER HEAD FARTHEST ANO HIGHEST IN ELEVATION FROM ITS RESPECTIVE CONTROL VAi.VE OPERATES WITHIN THE OPERATING PRESSU~E SHOWN ON THE IRRIGATION LEGEND. NOT TO EXCEED FIVE (5) PSI ABOVE THE GIVEN OPERATING PRESSURE. NOTE PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHAil INVESTIGATE THE CONDITION OF THE EXISTING IRRIGATION SYSTEMS DESIGNATED TO REMAIN. ANY DAMAGE TO THE EXISTING IRRIGATION SYTEMS DISCOVERED BY THE INVESTIGATION, SHAil BE BROUGHl TO THE ATTENTION OF THE OWNER. THE OWNER WILL AUTHORIZE THE CONTRACTOR TO PREPARE A BID FOR THE REPAIR OF THE DAMAGED IRRIGATION SYSTEMS AS DETERMINED DURING THE INVESTIGATION. FAILURE TO COMPLETE AN EVALUATION Of THE EXISTING IRRIGATION SYSTEMS, AND REPORTING DEFICIENCES TO THE OWNER, WILL CAUSE THE OWNER TO ASSUME THAT THE EXISTING IRRIGATION SYSTEMS ARE FUl!Y OPERATIONAL AND NO REPAIRS ARE NECESSARY. ANY DAMAGE DISCOVERED AFTER THE EVALUATION REPORT HAS BEEN SUBMITTED TO THE OWNER, OR IN THE EVENT THAT NO EVALUATION REPORT WAS SUBMITTED TO THE OWNER, IT SHAil BECOME THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR THE DAMAGED IRRIGATION SYSTEMS. THIS SHAil OCCUR WITH NO ADDITIONAi. COST TO THE OWNER. PCS SELECTION CHART DESCRIPTION MODEL GPM COLOR PCS-010 PCS-020 PCS-030 PCS-040 PCS-060 PCS-09D PCS-125 PCS-175 0.1 0.2 0.3 0.4 0.6 0.9 1.25 1.75 Purple Brown SHver Orange Block White Green Yellow FLAT SPRAY LOW ANGLE SPRAY 15° TRAJECTORY STD. ANGLE SPRAY 3rf TRAJECTORY STD. ANGLE SPRAY 3rf TRAJECTORY STREAM BUBBLER BF BH BQ 1DF-LA 1DH-LA 100-LA 12F 12TQ 12H 12Q 15F 15TQ 15H 15Q 5F-B 5H-B 50-B 4' 2' 5' 8' 3' 6' 3' 3' 2' 4' 7' 6' 8' 2' 4' 8' 3' 5' 1' 4' 8' 3' 1. 8' 10' 2' J' s· 11' 4' 9' 2' 5' 8' 4' 1 0' 5' 6' 10' 12' 7' 12' 2' 5' 8' 7' B' 12' 4' 6' 11' 15' 3' 10' 8' 10' 6' 8' 15' 5• 12' 12' 1 D' 14' STRIP NOZZLES 5CST-B -1' 15CST - 3' 5' 4X6' 4X5' 4X15' 4X12' 4X10' 4X15' 4X15' 4'X17' 4'X16' 4X1B' 15SST - 15EST -4X12' • WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FDR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR LOW FLOW AND RADIUS CONTROL. SELECT SCREEN ON CHART ABOVE FOR PROPER RADIUS. SPRAY HEAD NOZZLE INFORMATION WHEN INSTALLING SPRINKLER HEADS USING 1800 SERIES NOZZLES THAT REQUIRE ARC PATTERNS OTHER THAN FULL (360'), HALF (180') OR QUARTER (90'), THE CONTRACTOR SHALL USE THE MOST APPROPRIATE FIXED ARC PATTERN AVAllABLE (120'), (240') OR (270"). RAINBIRD VARIABLE ARC NOZZLES MAY ONLY BE USED IF THE DESIRED ARC IS LESS THAN 90'. THE RADIUS OF VAN NOZZLES SHALL BE SELECTED TO MATCH SITE CONDITIONS. EXAMPLE: USE 8-VAN WHEN 8FT RADIUS IS REQUIRED OR A 12-VAN WHEN A 12FT RADIUS IS REQUIRED. OBSTRUCTIONS WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. (TYPICAL) LOW HEAD DRAINAGE NOTE: DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEADS WILL NOT BE ALLOWED. SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF ANTI-DRAIN DEVICES TO PREVENT LOW HEAD DRAINAGE. THE CONTRACTOR SHALL INSTALL A HUNTER HCV ADJUSTABLE CHECK VALVE IN THE RISER NIPPLE OF ANY SPRINKLER WHERE IT IS NECESSARY TO PREVENT LOW HEAD DRAINAGE AND WHERE THE BUILT IN "SAM' FEATURE OF THE INSTALLED POP-UP SPRINKLER IS NOT SUFFICIENT TO KEEP THE IRRIGATION SYSTEM FROM DRAINING. DURING THE COURSE OF CONSTRUCTION THE CONTRACTOR SHALL ADD ADJUSTABLE CHECK VALVES AT ANY SPRINKLER HEAD SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. ADDITION OF ADJUSTABLE CHECK VALVES SHALL BE INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER EQUIPMENT LOCATION NOTE 1. INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROL VALVES, ETC. WITHIN PLANTING AREA - ANY IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREA IS FOR DRAWING CLARITY (TYPICAL). 2. FIELD SATWJTES AND AUL OTHER IRRIGATION EQUIPMENT LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. STAKE OUT ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS FOR REVIEW AND APPROVAi. BY OWNER PRIOR TO INSfALLATION. FINAi. LOCATION AND EXACT posmONING ABOVE GRADE IRRIGATION EQUIPMENT SHAil BE DITTRMINED BY THE OWNER. MINOR MODIFICATIONS OF ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAi. PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. 3. ELECTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHAil STAKE OUT EACH ELECTRIC CONTROL VAi.VE, QUICK COUPLING VALVE AND GATE VAi.VE, ETC. LOCATION FOR REVIEW AND APPROVAi. BY OWNER PRIOR TO INSTALLATION OF VALVES. SEE DETAILS FOR ADDITIONAL VAi.VE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT POSITIONING OF IRRIGATION EQUIPMENT SHALL BE APPROVED BY THE OWNER. MINOR MODIFICATIONS OF IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAi. PRIOR TO INSTALLATION SHAil CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. 4. PER CMC 18.50.090.C.B, WHERE SHOWN ON PLANS, LOCATE SPRAY HEADS 24" FROM BACK OF CURB OR PAVEMENT, TO MINIMIZE OVERSPRAY ONTO PAVEMENT. INSTALL THE SPECIFIED SUB-SURFACE DRIP IRRIGATION IN THE 24" {MIN.) WIDE ZONE BETWEEN PAVEMENT AND SPRAY HEADS ONLY WHERE SHOWN ON PLANS. AREAS WHERE DRIP IRRIGATION IS NOT SHOWN WIil BE MULCHED AND/OR PLANT MATERIAi. INSTALLED 24" BACK FROM PAVEMENT EDGES. PAVEMENT WHICH SLOPES BACK TO PLANTING AREAS DOES NOT REQUIRE THE 24" SETBACK OF SPRAY HEADS. @P d.d. Pagano inc. IRRIGATION CONSUL TAN TS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 (714) 771-9200 FAX (714) 771-92 2 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 38 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. IRRIGATION LEGENDS AND NOTES PROJECT SHEET NUMBER 1-14 31 PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: SHEETS NO. DISTRICT APPROVED CHANGES DESCRIPTION APPROVED DA TE DEVELOPERS NAME: LEGOLAND CALIFORNIA INC. 1-+-------------t-----1-----1 ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92DD8 TELEPHONE: (760) 918-5300 DATE PLAN PREPARED: NOV 28, 2012 1---+---------------+----+-----l BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC LEGOLAND HOTEL LEGOLAND CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 APPROVED iv) I ~-Ul-01\: PLANNING ORWN BY: M Paaano CHCKD BY: R. W. APEL PROJECT NO. SOP 96-14(C) DRAWING NO. SHEET 3.1.0F 38 SHEETS C.M.W.D. JOB NO. _____ _ 10 5 SECTION GATE VALVE SCALE: N.T.S. 9 v- SECTION GATE VALVE SCALE: N.T.S. LEGEND 1. ROUND VALVE BOX W/BOLT-DOWN COVER. HEAT BRAND "GV" ON VALVE BOX LID IN 2" HIGH CHARACTERS. GV 2. FINISH GRADE. 3. GATE VALVE WITH 2" OPERATING NUT. 4. 6" PVC SCH. 40 EXTENSION-LENGTH AS REQUIRED. 5. 3/4" CRUSHED ROCK -8" DEPTH. 6. COMMON BRICK -(2 REQUIRED). 7. 2" CLEAR SPACE. 8. PVC SCHEDULE 80 SLIP COMPANION FLANGE WITH GASKET. SAME SIZE AS GATE VALVE. (TYP.) 9. STAINLESS STEEL NUTS AND BOLTS. 4 (TYP.) 10. PVC PRESSURE MAINLINE PIPE. 7 11. "RECYCLED WATER TAG" PER SPECIFICATIONS. • 1" IN TURF AREAS. 2" IN SHRUB AREAS. 4" AND LARGER 6 GV 3" 2 5 LEGEND 1. ROUND VALVE BOX WITH GREEN BOLT-DOWN COVER -HEAT BRAND "GV" ON VALVE BOX COVER IN 2" HIGH LETTERS. 2. FINISH GRADE. 3. GATE VALVE WITH BRONZE WHEELHANDLE OR CROSSHANDLE. 4. 6" DIA. SCH. 40 PVC PIPE EXTENSION -LENGTH AS REQUIRED. 5. 3/4" CRUSHED ROCK -B" DEPTH. 6. COMMON BRICK (2 REQUIRED). 7. 12" LONG SCHEDULE BO TOE NIPPLE. (TYPICAL) 8. 2" CLEARANCE. 9. PVC SxS COUPLING. 10. PVC MAIN LINE PIPE. 11. "RECYCLED WATER TAG" PER SPECIFICATIONS. • 1" IN TURF AREAS. 2" IN SHRUB AREAS. AND SMALLER 7 14 LEGEND 1. ELECTRIC CONTROL VALVE. 2. RECTANGULAR VALVE BOX WITH BROWN/TAN BOLT DOWN COVER. HEAT BRAND VALVE STATION NO. ON LID IN 2• HIGH CHARACTERS. 3. CHRISTY'S I.D.TAG -NUMBERED <( TO MATCH DRAWINGS. 4. FINISH GRADE. 5. 12" LONG SCHEDULE 80 TOE NIPPLE. 6. PVC PIPE TO SPRINKLERS - ANGLE PIPE TO SPECIFIED DEPTH (.11/',i',t, WITH 45 DEG. ELLS. r -r11J 7. COMMON BRICK ( 4 REQUIRED). --'-·-- t~;ij~ 8. COMMON WIRE TO OTHER VALVES 1,-..1;:,··-, DN SAME CONTROLLER. ·"["'"' I~ 9. 3/4" CRUSHED ROCK. B" DEEP. ,-,-6 ~TT"---- 11 ~~::;J 1=:--· !- 10. CONTROL/COMMON WIRES FROM CONTROLLER. 11. PVC SCHEDULE 40 PIPE. '.I. ·1,;. • '. ; • I 12. PVC SxS 90 DEG. ELL 13. WIRE CONNECTOR. 14 . MAIN LINE FITTING W/SOLVENT WELD OUTLET. 15. CCIL WIRES PER SPECIFICATIONS. 16. "RECYCLED WATER TAG" PER REMOTE CONTROL VALVE SPECIFICATIONS. 4 SCALE: NTS. NOTES: A. STAKE OUT BACKFLOW PREVENTER LOCATIONS FOR REVIEW AND APPROVAL BY OWNER. FINAL LOCATION AND EXACT POSITIONING OF THE BACKFLOW PREVENTER SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVES PRIOR TO INSTALLATION. FAILURE TO OBTAIN APPROVAL MAY RESULT IN RELOCATION OF BACKFLOW PREVENTER PER OWNER'S DIRECTION AT NO ADDITIONAL COST TO OWNER. B. INSTALL BACKFLOW PREVENTER />S REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 8 BACKFLOW PREVENTER •12" MIN./15" MAX. 9 LEGEND 1. BRASS 90 DEGREE ELL (TYPICAL). 9. PVC SxS COUPLING (TYPICAL). 2. BRASS NIPPLE-4" MIN. LENGTH (TYPICAL). 10. SCHEDULE 80 TOE NIPPLE (TYPICAL). 3. BRASS WYE STRAINER W/60 MESH STAINLESS 11. 12" x 12" x 12" CONCRETE THRUST BLOCK STEEL SCREEN. (TYPICAL). 4. BRASS PLUG. 5. BRASS UNION. 6. FINISH GRADE. 7. BRASS NIPPLE (TYPICAL). B. TYPE K COPPER LINE FROM POINT OF CONNECTION. ADAPT AS REQUIRED. BACKFLOW PREVENTER SCALE: N.T.S. 12. BRASS COUPLING SET FLUSH W/CONCRETE (TYPICAL). 13. PVC MAINLINE. 14. ROUND CONCRETE MOW COLLAR -4" THICK. INSTALL IN TIJRF AREAS ONLY. MOW COLLAR SHALL EXTEND 4" BEYOND OUTSIDE DIAMETER OF EACH RISER PIPE. 2" AND SMALLER 5 I I I I I \ \ \ ' " ' --- • I " " -cs 5X PIPE DIA. 10X PIPE DIA. NO PIPE RESTRICTIONS, FITTINGS, / COUPLINGS OR OTHER SPLICES / TO OCCUR IN THE PIPE RUNS OF / LENGTHS GIVEN ------ I I I I / I LEGEND 1. FLOW SENSOR SEE SPECS. RECTANGULAR VALVE BOX W/GREEN BOLT DOWN COVER. HEAT BRAND VALVE "FS" ON LID IN 2" HIGH CHARACTERS. I 3. CONDUIT BACK TO DECODER AT CONTROLLER. 4. MASTER VALVE SEE PLAN FOR SIZE. 5. TO IRRIGATON POINT OF CONNECTION. 6. FINISH GRADE. 5 'iN,i '~ ~Lil l 5Sl' 7 ,-,c:--11L_:r;_~i -'=-,,,-.,l'.IJ:Jpkr1r-i.l~~, 1t:',filw..,,-L LEGEND 6 1-BERMAD 100 SERIES NORMALLY OPEN PRESSURE REGULATING MASTER VALVE WITH 24 VOLT LOW AMPERAGE IRRIGATION SOLENOID -SIZE AS NOTED. '.fij_ Fl 7. TO FLOW SENSOR. B. 3~ DBY WIRE CONNECTOR. NON-INTERUPTED rss:-1--l.. __ P_IP_,,-E RUN ) 2. CARSON #1324 RECTANGULAR VALVE BOX WITH BIACK BOLT DOWN COVER. HEAT BRAND "MV" ON LID IN 2• HIGH CHARACTERS. 9. CONTROL AND COMMON WIRE TO DESIGNATED AUTOMATIC CONTROLLER. 10. FLOW SENSOR CABLE WITHIN CONDUIT. 5x DIA. OF I PIPE. SAME. SIZE AS SENSOR. * I 10x DIA. OF I • PIPE. SAME , . SIZE AS SENSOR. 4 3. FINISHED GRADE. 4. FROM POINT OF CONNECTION -ADAPT AS REQUIRED. 5. SCHEDULE BO TOE NIPPLE -LENGNTH AS REQUIRED (TYPICAL). 6. 3/4' CRUSHED ROCK -6" DEEP. 11. SINGLE COARSE OF CINDER BLOCK ALONG ENTIRE EDGE OF VALVE BOX. 12. 416 STAINLESS STEEL NUTS AND BOLTS WITH FLANGE GASKET (TYPICAL). 13. PVC SCHEDULE 40 SxS COUPLING (TYPICAL). FLOW SENSOR MASTER VALVE SCHEMATIC 2 MASTER VALVE 1 SCALE: N.T.S. 0 2 1 O" min. 28" J [ 7 • IO N LEGEND 1. "STRONG BOX" TOP ENTRY SATELLITE ASSEMBLY NEMA 3R RAINPROOF ENCLOSURE (UL LISTED). 2. FIELD SATELLITE. 3. POWER SWITCH RECEPTACLE. 4. TERMINAL STRIP. 5. 1" PVC SWEEP ELL AND CONDUIT FOR 12D VAC FROM METERED POWER SUPPLY. 6. 3" PVC SWEEP ELL AND CONDUIT FOR CONTROL WIRES. 7. 3" PVC SWEEP ELL AND CONDUIT FOR COMMUNICATION CABLE TO OTHER SATELLITES AND FLOW SENSOR. 8. 5/8" DIAMETER X 8' GROUND ROD WITH #10 GROUND WIRE AND CLAMP. 9. POURED CONCRETE BASE, SLOPE TO DRAIN. 1 0. FINISH GRADE. 11. FILL VOIDS WITH CONCRETE SLURRY MIX. 12. PULSE DECODER. 13. FLOW SENSOR 14. MSP-1 SURGE ARRESTOR SCALE: N.T.S. ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" TITLE DATE REVIEWED BY: FIELD SATELLITE WITHIN 3 d.d. Pagano inc. IRRIGATION CONSULTANTS 4705 EAST CHAPMAN AVENUE INSPECTOR DATE SCALE: N.T.S. TOP ENTRY ENCLOSURE ORANGE -CA 92B69 CARLSBAD MUNICIPAL WATER DISTRICT (714) 771-9200 FAX (714) 771-92021------.---------------,------I SHEET CITY OF CARLSBAD 38 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. IRRIGATION DETAILS 32 PLANNING DEPARTMENT SHEETS PROJECT SHEET 1----~-----------~~-----1 NUMBER 1-15 DISTRICT APPROVED CHANGES NO. DESCRIPTION APPROVED DATE DEVELOPERS NAME: LEGOLAND CALIFORNIA INC. 1--+--------------1----1---, ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 TELEPHONE: (760) 918-5300 DA TE PLAN PREPARED: NOV 28, 2012 ---~------- l---+--------------1----1----, BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: LEGOLAND HOTEL LEGOLAND CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 APPROVED PLANNING DRWN BY: M Po ano PROJECT NO. DRAWING NO. CHCKD BY: R. W. APEL SOP 96-14(C) '-f7:J...-3l- SHEET 32 OF 38 SHEETS C.M.W.D. JOB NO. _____ _ RECYCLED WATER WARNING SIGN SHALL BE APPROVED BY THE CARLSBAD MUNICIPAL WATER DISTRICT. THERE SHALL BE ONE AT THE SITE ENTRANCE AND ONE AT THE SITE EXIT AND VISIBLE TO THE PUBLIC PER GWD STANDARDS .. SEE SHEET 1-2 AND 1-3 FOR SIGN LOCATIONS. 24" RECYCLED WATER DO NOT DRINK ~SIGN PANEL SHALL BE PER CARLSBAD MUNICIPAL WATER DISTRICT TYPICAL RECYCLED WATER SIGN DETAIL, SHOWN ON SHEET 1-1. USE 18 X 18 SIGN DETAIL. NOTE: COLOR AND 1YPE OF SIGN SHALL BE IN ACCORDANCE WITH AGENCY HAVING JURISDICTION. RECYCLED WATER WARNING SIGN 8 SCALE: N.T.S. • • u 0::: ~ 0 0 -• • 10 . ]ill[;I -, 1· ' , :, ' ·'r-,,s,,i,;; 1 2 . , .. LEGEND 1. COMMUNICATION/FLOW SENSOR CABLE PULL BOX WITH GREEN BOLT DOWN COVER. HEAT BRAND "cc" OR "FS" ON LID IN 2" HIGH CHARACTERS. 2. APPROVED RAINBIRD "MAXI" COMMUNICATION CABLE OR FLOW SENSOR CABLE INSTALLED WITHIN CONDUIT. PROVIDE 30" LOOP WITHIN PULL BOX. 3. FINISH GRADE. 4. 3/4" CRUSHED ROCK -6" DEEP. 5. COMMON BRICK -4 REQUIRED. 6. PVC SxS COUPLING (TYPICAL). 7. PVC SCH. 40 CONDUIT. PVC SCH. 40 8. ELECTRICAL SWEEP ELL (TYPICAL). 9. FLUSH IN TURF AREAS, 2" IN SHRUB AREAS. 10. COMMUNICATION CABLE SPLICE PER SPECIFICATIONS.• * FIELD SPLICES WILL ONLY BE ALLOWED WHERE DESIGNATED ON THE DRAWINGS. COMMUNICATION FLOW SENSOR CABLE SCALE: N.T.S. --.--12· PLAN VIEW VALVE BOX LAYOUT SCALE: N.T.S. LEGEND 1. 1 o• DIAMETER CIRCULAR VALVE BOX. 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC. 3. 12" x 18" RECTANGULAR VALVE BOX. 4. 20" x 30" RECTANGULAR VALVE BOX. NOTES A. CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE. B. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN MULCH COVER OR GROUNDCOVER/SHRUB AREAS -SET 1" ABOVE FINISH GRADE IN TURF AREAS. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUND-COVER/SHRUB AREA WHERE POSSIBLE -INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUND-COVER. D. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO EDGE. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION/COLLAPSE. 9 10 STEP 1 STEP 2 STEP 3 STEP 4 TUBE COVER STEP 5 LEGEND STRIP BOTH WIRES. TWIST STRAND AROUND RIGID STRAND OVER HALF THE LENGTH OF STRIPPED WIRES. FOLD THE OTHER HALF OF THE RIGID STRAND OVER TWISTED STRAND AS SHOWN. INSERT THE TWISTED SPLICE INTO THE ''Y" ELECTRICAL SPRING CONNECTION AND TWIST OVER WIRE STRANDS IN A CLOCKWISE DIRECTION. INSERT THE CONNECTOR INTO THE GEL-FILLED DIRECT BURY SPLICE KIT. PUSH PAST THE LOCKING FINGERS TO SECURE CONNECTOR INSIDE TUBE. POSITION ALL THE WIRES THROUGH THE DEDICATED INSULATOR CHANNELS AND SNAP INSULATOR TUBE COVER CLOSED. 3M "DBY-6 DBR-6" WIRE CONNECTOR 5 SCALE: N.lS. PLAN 7 SECTION RV L ' PRESSURE RELIEF VALVE SCALE: N.T.S. 10 AIR RELEASE VALVE SCALE: N.T.S. 10 LEGEND 1. 1 □" ROUND VALVE BOX W/COVER HEAT BRAND "RV" ON VALVE BOX LID IN 2" HIGH CHARACTERS. 2. PRESSURE RELIEF VALVE . 3. PVC STREET ELL. 4. PVC TxT COUPLING. 5. PVC SCHEDULE 80 NIPPLE. 6. PVC TK T 90 DEGREE ELL. 7. MAIN LINE FITTING. 3 8. 3/ 4" CRUSHED ROCK -8" DEEP. 9. FINISH GRADE. 10. COMMON BRICK (4 REQ'D.). 6 LEGEND 1. BERMAD # 01-ARA 1" PRESSURE AIR RELEASE VALVE. 2. 12" X 18" RECTANGULAR IRRIGATION VALVE BOX WITH BLACK LID. 3. FINISHED GRADE. 4. 1" SCHEDULE 80 NIPPLE-LENGTH AS NEEDED -4" MINIMUM. 5. (2) SCH. 80 STREET ELLS. 6. STEEL ANGLE STAKE. SECURE W/ (2) STAINLESS STEEL HOSE CLAMPS. 7. PVC SCHEDULE 80 STREEL ELL. 8. PVC MAINLINE AND FITTING. 9. PVC MAINLINE. 10. 3/4" CRUSHED ROCK -8" MINIMUM DEPTH. 11 . PVC SxT 90' ELBOW. 12. COMMON BRICK -(2 REQUIRED). 13. 1" PVC SCHEDULE 80 T x T COUPLING. 7 w f-□ z w w "' * ,~------<81------i LEGEND g z w w V, * 1. NON-PRESSURE LATERAL LINE PIPING. 2. PRESSURE MAINLINE PIPING FOR RECYCLED WATER. 3. PRESSURE MAINLINE PIPING FOR POTABLE WATER, IF ANY. 4. CONTROL WIRE-BUNDLE AND TAPE EVERY 10 FEET. INSTALL ADJACENT TO PRESSURE MAINLINE. 5. PROVIDE CLEAN BACKFILL 2" UNDER AND 4" AROUND PIPE. g n,m,:_'.'.__-0 --iv/ '\.--t-4 / ,/ z w w V, 5 * 6. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS. 7. FINISH GRADE. 8. PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN POTABLE AND IRRIGATION MAINLINE PIPING. 9. RECYCLED WATER WARNING TAPE. NOTE: MINIMUM BACKFILL DEPTHS FROM GRADE TO TOP OF MAINLINE: TRENCHING SCALE: N.T,S. 36" FOR PIPE SIZES 6" AND LARGER. 24" FOR PIPE SIZES 3" AND 4". 18" FOR PIPE SIZES 2 1 /2" AND SMALLER. RECYCLED WATER LEGEND 7 1. NON-PRESSURE LATERAL LINE PIPING. 6' TRENCHING SCALE: N.T.S. POTABLE 2. PRESSURE MAIN LINE PIPING 3. CONTROL WIRES -TAPE AND BUNDLE EVERY 10 FEET. INSTALL ADJACENT TO PRESSURE MAIN LINE. 4. PROVIDE 2" DEPTH OF CLEAN BACKFILL. 5. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS. 6. FINISH GRADE. • MINIMUM BACKFILL DEPTHS FROM FINISH GRADE TO TOP OF MAINLINE 24" FOR PIPE SIZES 3• AND LARGER 18" FOR PIPE SIZES 2 1 /2" AND SMALLER. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. DISTRICT APPROVED CHANGES 3 4 6 PLAN 6" MIN, 1 2 NOTE: DO NOT OVER TIGHTEN BRASS NIPPLE INTO QUICK COUPLING VALVE. USE TEFLON TAPE ON ALL MALE PIPE THREADS. CHECK FOR LEAKS. LEGEND 1 . 10" ROUND VALVE BOX WITH BLACK BOLT-DOWN COVER -HEAT BRAND "QCV" ON VALVE BOX COVER IN 2" HIGH LETTERS. 2. FINISH GRADE. 3. 3/ 4" CRUSHED ROCK. 6" MINIMUM DEPTH. 4. BRASS NIPPLE. (LENGTH AS REQUIRED). 5. BRASS 90 DEGREE ELL. 6, MAINLINE PIPING. 7. MAINLINE FITTING. 8. BRASS 90 DEGREE STREET ELL. 9. BRASS NIPPLE -6" LONG. 10. NELSON 7645 QUICK COUPLING VAVLE FOR RECYCLED WATER. 11. WALK OR CURB. 12. PVC SxT SCHEDULE 40 90" ELBOW. SECTION • 1" IN TURF AREAS. 2" IN SHRUB AREAS. 7 QUICK COUPLING VALVE RECYCLED WATER 1 SCALE: N.T.S. PLAN r 12' MAX, 6' MIN. 2 . Li II - !-= TlJ=I_: C r -I 10 ,. Ii< --cc 3 ,j -. [ LEGEND 1. 1 O" ROUND VALVE BOX WITH BLACK BOLT-DOWN COVER -HEAT BRAND "QCV" ON VALVE BOX COVER IN 2" HIGH LETTERS. 2. FINISH GRADE. 3. 3/ 4" CRUSHED ROCK. 6" MINIMUM DEPTH. 4. BRASS NIPPLE. (LENGTH AS REQUIRED). 5. BRASS 90 DEGREE ELL. 6. MAINLINE PIPING. 7. MAINLINE FITTING. 8. BRASS 90 DEGREE STREET ELL. 9. BRASS NIPPLE -6" LONG. 10. 6 NOTE: DO NOT OVER TIGHTEN BRASS NIPPLE INTO QUICK COUPLING VALVE. USE TEFLON TAPE ON ALL MALE 11. RAIN BIRD 44 LRC QUICK COUPLING VAVLE FOR POTABLE WATER. WALK OR CURB. PIPE THREADS. CHECK FOR LEAKS. SECTION 7 6 12. PVC SxT SCHEDULE 40 90" • 1" IN TURF AREAS. 2" IN SHRUB AREAS. ELBOW. QUICK COUPLING VALVE POTABLE WATER 2 SCALE: N.T .S . @P d.d. Pagano inc. IRRIGATION CONSUL TAN TS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 (714) 771-9200 FAX (714) 771-9202 IRRIGATION DETAILS PROJECT SHEET NUMBER 1-16 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 33 CITY OF CARLSBAD PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: LEGOLAND HOTEL 38 SHEETS NO. DESCRIPTION APPROVED DATE DEVELOPERS NAME: LEGOLAND CALIFORNIA INC. LEGOLAND CALIFORNIA f--+--------------+----t---1 ADDRESS: 1 LEGOLAND DRIVE 1 LEGOLAND DR., CARLSBAD, CA 92024 APPROVED l"' ~ ( I I-.-, 1-'-11 J..---CARLSBAD, CA 92008 L.,,....., I '::I, ~ ~L I -t:-"r'.15 TELEPHONE: (760) 918-5300 PLANNING DATE 1---------___:~::...:_~'.:__::::::::::::::::::::::::::::::::::::=:...f□"'RWN~B::cY,-: ------.r-P-RO_J_E_C_T_N_O_. -.--D-R_A_W-IN_G_N_O_--t l--+--------------+----t---1 DATE PLAN PREPARED: .:N..:..:Oc:..:Vc_.:c28"',_2:c;D::.,;1.:c2_____ l=:-M:::-:=-P'iia ~a"-'no"-------1 CHCKD BY: SOP 96-14(C) 411.-':JL R. W. APEL BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC SHEET 33 OF 38 SHEETS C.M.W.D. JOB NO. _____ _ NOTE: INSTALL THRUST BLOCKS ON MAIN LINES 3" AND ABOVE PER LANDSCAPE MANUAL, SIZED AND TESTED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS WHICH SHALL BE A PART OF THE INSTALLATION SPECIFICATIONS. THRUST BLOCK SCALE: N.T.S. DOWN SLOPE 7 , USE 2 SPRINKLERS PER TREE. LEGEND 1 . TREE 2. SCHEDULE 80 RISER WITH 1401 BUBBLER NOZZLE. 3. PLANT ROOTBALL. 4. FINISH GRADE. 5. LATERAL LINE FITTING. 6. SWING JOINT ASSEMBLY PER SPRAY NOZZLE ON RISER DETAIL. 7. PVC SCH. 80 RISER NIPPLE. • USE XPCN QUARTER NOZZLE TO PREVENT OVER SPRAY ONTO HARDSCAPE WHEN APPLICABLE SUPPLEMENTAL TREE IRRIGATION SCALE: N.T.S. 7 8 LEGEND 1. SHRUB NOZZLE / BUBBLER. 2. RISER ADAPTOR. 3. HUNTER HCV CHECK VALVE. (IF REQUIRED. SEE NOTE BELOW). 4. FINISH GRADE. 5. PVC SCHEDULE 80 NIPPLE LENGTH AS REQUIRED. 6. PVC TxT 90 DEGREE ELL. 7. MARLEX TxT 90' STREET ELL. 8. LATERAL LINE FITTING. 9. WALL OR FENCE. ' 12" ABOVE F.G. FOR FIXED SPRAY HEADS IN GROUND COVER. NOTE: DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED. SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF AN ANTI-DRAIN VALVE IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REQ'D. AT ANY SPRINKLER HEAD SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. INSTALLATION OF ANTI-DRAIN VALVES SHALL BE INCLUDED IN THE BID SPRAY NOZZLE ON RISER SCALE: N.T.S. 6 PLAN VIEW SCHEMATIC 13 5 LEGEND 1. TOP OF MULCH OR FINISH GRADE. 8. COMMON BRICK (4 REQUIRED). 9. 3/4" CRUSHED ROCK. 6" DEEP. 5 2. JUMBO RECTANGULAR VALVE BOX WITH BOLT DOWN COVER. HEAT BRAND VALVE STATION NO. ON LID IN 2" HIGH CHARACTERS. 10. MAIN LINE FITTING W/SOLVENT WELD OUTLET. 3. 3m DBY WIRE CONNECTORS. 4. CHRISTY'S I.D.TAG -NUMBERED TO MATCH ORAWINGS. 5. RAIN BIRD 100 PESB SERIES 1" ELECTRIC CONTROL VALVE. 6. RAIN BIRD PRB-QKCHK-100 SERIES 1" PRESSURE REGULATING BASKET FILTER WITH 200 MESH SCREEN. 7. SPEARS 1" SCHEDULE BO BALL VALVE. 11. COMMON WIRE TO OTHER VALVES ON SAME CONTROLLER. 12. CONTROL/COMMON WIRES FROM CONTROLLER. 13. PVC SCHEDULE 40 PIPE. 14. PVC SxS 90' ELL 15. 1" SCHEDULE 80 TOE NIPPLE. 16. SCHEDULE 40 PVC PIPE TO DRIP SYSTEM - ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEG. ELLS. 1" DRIPLINE CONTROL VALVE ASSEMBLY 6 SCALE: N.T.S. " ' _,, ---'m -- * NOTE: USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS. POP-UP ROTOR HEAD LEGEND 1. AT TIME OF INSTALLATION, SET ROTOR FLUSH WITH ADJACENT WALK OR CURB AND 1/4" ABOVE FINISH GRADE IN OPEN AREAS FOR SODDED TURF AND FLUSH WITH ADJACENT WALK OR CURB AND 4" ABOVE FINISH GRADE IN OPEN AREAS FOR SEEDED TURF.* 2. SIDEWALK OR CURB. 3. 5" OR 6" POP-UP ROTOR HEAD. 4. LATERAL LINE PIPE. 5. PVC SxSxT TEE. 6. PVC TxT 90 DEGREE STREET ELL. 7. PVC SCHEDULE 80 NIPPLE - 12" LONG. 8. FINISH GRADE. 9. ADJUST ANY RAISED SPRINKLER HEADS TO PROPER HEIGHT (1/4" ABOVE FINISH GRADE) PRIOR TO END OF MAINTENANCE PERIOD. 3 . 3 ~. " TTT=ITT=I' ::_1 I ~11 UT 7=1 ! :::__ ~•,,m~I :=m-~11 ~11=,1· __ i=lll--7"=III= I ITT , -' _::I!~ ''['· I =-Ill l·-11= -;:::·I l I -•c 6'' POP UP SPRAY HEAD LEGEND 1 . 6" POP-UP SPRAY HEAD. 2. WALK OR CURB. 3. FINISH GRADE. 4. LATERAL LINE PIPE. 5. PVC SxSxT TEE. 6. MARLEX 90' STREET ELL. 7. PVC SCHEDULE 80 NIPPLE -12" LONG. • 1" IN TURF AREAS. 3" IN PLANTING BEDS. NOTE: USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS. 1 SCALE: N.T.S. SCALE: N.T.S. 12" 7 • (\J ~ 6 LEGEND 1. AT TIME OF INSTALLATION, SET ROTOR FLUSH WITH ADJACENT WALK OR CURB AND 1 / 4" ABOVE FINIISH GRADE IN OPEN AREAS FOR SODDED TURF AND FLUSH WITH ADJACENT WALK OR CURB AND 4" ABOVE FINISH GRADE IN OPEN AREAS FOR SEEDED TURF.* 2. SIDEWALK OR CURB. 3. 12" POP-UP ROTOR HEAD. 4. LATERAL LINE PIPE. 5. PVC SxSxT TEE. 6. PVC TXT 90' STREET ELL. 7. PVC SCHEDULE 80 NIPPLE -12" LONG. 8. FINISH GRADE. * 4" MINIMUM. 6" MAXIMUM. NOTE: USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS. ADJUST ANY RAISED SPRINKLER HEADS TO PROPER HEIGHT (1/4" ABOVE FINISH GRADE) PRIOR TO END OF MAINTENANCE PERIOD. POP-UP ROTOR HEAD 4 3 fl w.. ~ .. j_,j 'ii t---iTT'= I d I lccll. =IFIII= 1 I=! 11-1.L, frlLlfTU I =1:1-,. 4 LEGEND 1. 12" POP-UP SPRAY HEAD. 2. WALK OR CURB. 3. FINISH GRADE. 4. LATERAL LINE PIPE. 5. PVC SxSxT TEE. 6. MARLEX 90' STREET 7. PVC SCHEDULE 80 NIPPLE -12" LONG. • 1" IN TURF AREAS. 3" IN PLANTING BEDS. NOTE: USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS. ELL. 12" POP-UP SPRAY HEAD 2 SCALE: N.T.S. @P d.d. Pagano In C. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE SCALE: N.T.S. IRRIGATION CONSULTANTS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 (714) 771-9200 FAX (714) 771-9202 CARLSBAD MUNICIPAL WATER DISTRICT NO. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. DISTRICT APPROVED CHANGES IRRIGATION DETAILS PROJECT SHEET NUMBER 1-17 DESCRIPTION APPROVED DA TE DEVELOPERS NAME: LEGOLAND CALIFORNIA INC. SHEET 34 CITY OF CARLSBAD PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: LEGOLAND HOTEL 38 SHEETS LEGOLAND CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 1-+--------------,1----1---l ADDRESS: 1 LEGOLAND DRIVE APPROVED CARLSBAD, CA 92008 TELEPHONE: (760) 918-5300 PLANNING /-·0'1-1~ DATE DRWN BY: PROJECT NO. DRAWING NO. DATE PLAN PREPARED: NOV 28, 2012 ~M;,,;,-Pa;,;,,::a~no;::_ ____ -1 1--+-------------+-----+----l CHCKD BY: SOP 96-14(C) j_J72..-3L-BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC R. w. APEL -{ SHEET 34 OF ~SHEETS C.M.W.D. JOB NO. _____ _ &11<El:I ~ACE FOTAaE 5ERYICE LIM: <SEE l1F'ROVEl1ENT ~J I ,_ 12' MINH.ti REGIJI~ VERTICAL SEPARA~ REC'fct.ED ~TER IRRJGATic,.i MARINE l1li &LEl:VE NOie: ALL REC'fct.ED ~TER IRRIGATlc,.j PIFE AND 51..EEYE& 51-lALL 6E FURPLE AND ~Afll ED .6,& SFECFIED IN: 3.5 FEET '5TANDAR) SFECFICATia-1& FOR FRIVA'IE IRRIGAT!CN 5Y51EHS' 'CAReal\D RECLN'IATlc,.j ~5 At-D ~TIG1'l& FOR ~'!RJCTlctl Cf J;IECYCI.ED ~TER MAtlS' OCTOOER I'm TABLE SERVICE LINE CROSSINGS SCALE: N.T.S. &IDEUJALK ---~ aJl.a--~ ~-MEIE'R SOX UV METER 24' APPROX.&' FOTA6LE ~CE LINE---~• • 1"J' MINll1J1 TO POTAal..E MAINLN: IN &TFfET RECYCLED WATER l~KiAT~ MAINLNE UV 51..EEYE -~ Noll:: VERl'ICAL CI.EARAOCE Cf 12' MINIMlJ1 15 MMl)ATO!irr 1U-1EN C~lt«i PATH Cf A FOTAel.E WATER LINE. INSTALLATic,.i Cf RECfCLED WATER 1~r1c,.i MAINLINE 24' fRQ'1 FACE CF SIDEWALK WILL FliOrlDE 11-E NECESSAAY IID' 1-lORTltcNTAL ~ ~ FOTAel.E MAINLINE IN STREET. POTABLE MAIN LINE CROSSINGS SCALE: N.T.S. 7 " z □ H >-"' (.) H U-H (.) w ll. "' el ll. vvvvvvvvvvvvvv,vv· vvvvvvvvvvvvvv· VVVVVVVV7VVVVV ~~ 7vvvv•~•~vvv 0 vv """""'""""'VV\?v, -,11v;;,,v,,•vvvv·e·.'v vvvv~vvvv~vvv• vvvvvvvvv7~7<"'CV ~VVV\'VVVV9VVV? 'CVCIVV~',\'"IJ"'"""'" ·,;:;v1:•,•vv,;,v7vv1,v ''-'l''-V"'"'""''""""7,;, vvvvvv~vvgvavv •vvvvvvvv~vvvvvv• DRIP LINE INSTALLATION SCALE: N.T.S. 2 • u u • "' 0 3 LEGEND i-----< 3 1 . NETAFIM INLINE DRIP TUBING INSTALLED ON GRADE. 2. FINISH GRADE IN PLANTING AREA. 3. ROCK, MULCH OR SAND PER LANDSCAPE PLAN. PROVIDE A 3" MINIMUM DEPTH OVER DRIPPERLINE. 4. NETAFIM TLS6 SOIL STAPLE INSTALLED 4 FEET ON CENTER PLUS TWO STAPLES FOR EACH TEE, ELBOW AND CROSS. 5. UNIFORM SOIL MIXTURE PER LANDSCAPE PLANS. 6. FINISH GRADE OF MULCH, ROCK OR SAND. SEE LANDSCAPE PLANS. 4 LEGEND 1. COMMUNICATION/FLOW SENSOR CABLE PULL BOX WITH GREEN BOLT DOWN COVER. HEAT BRAND ·cc· OR "FS" ON LID IN 2" HIGH CHARACTERS. 2. APPROVED RAINBIRD "MAXI" COMMUNICATION CABLE OR FLOW SENSOR CABLE INSTALLED WITHIN CONDUIT. PROVIDE 30" LOOP WITHIN PULL BOX. 3. FINISH GRADE. 4. 3/4" CRUSHED ROCK -6" DEEP. 5. COMMON BRICK -4 REQUIRED. 6. PVC SxS COUPLING (TYPICAL). 7. PVC SCH. 40 CONDUIT. PVC SCH. 40 8. ELECTRICAL SWEEP ELL (TYPICAL). 9. FLUSH IN TURF AREAS, 2" IN SHRUB AREAS. 10. COMMUNICATION CABLE SPLICE PER SPECIFICATIONS.* * FIELD SPLICES WILL ONLY BE ALLOWED WHERE DESIGNATED ON THE DRAWINGS. COMMUNICATION FLOW SENSOR CABLE 5 SCALE: N.T.S. 7 8 SECTION Techline SCALE: N.T.S. FV PLAN [22.__L_L/ : ,(_/ / 1. 1 O" ROUND VALVE BOX WITH BLACK BOLT-DOWN COVER -HEAT BRAND "FV" ON VALVE BOX COVER IN 2" HIGH LETTERS. 0a:Gi!:tIDAFIM INLINE DRiiP TUBING ELBOW. 3. 3/ 4" CRUSHED ROCK. 8" DEPTH. 4. NETAFIM ''TLDL" BLANK DRIPPER LINE TO FLUSH VALVE. 5. NETAFIM TLSDV MANUAL FLUSH VALVE (SEE IRRIGATION PLANS AND/OR IRRIGATION DETAILS FOR LOCATION) 6. COMMON BRICK -(2) FINISH GRADE 7. MULCH PER LANDSCAPE PLAN. PROVIDE A 3" MINIMUM DEPTH OF MULCH OVER DRIPPERLINE. 8. FINISH GRADE. 9. NETAFIM INLINE DRIP TUBING MALE ADAPTER. 10. PVC LATERAL LINE TEE OR ELL WITH 1 /2" FIPT OUTLET. 11. PVC LATERAL LINE PIPE. SIZE PER IRRIGATION PLAN. 3 6 3• 6' DRIPLINE START CONNECTION SCALE: N.T.S. 4 SPACE MIN MAX l '@ 5 SUPPLY MANIFOLD SECTION 2 EXHAUST MANIFOLD SECTION 1 . 2. 3. 4. 5. 6. 7. 8. NETAFIM INLINE DRIP TUBING. INLINE DRIP TUBING ELBOW. NETAFIM INLINE DRIP TUBING -BLANK TUBE. INLINE DRIP TUBING MALE ADAPTER. PVC TEE (SxSxT). PVC LATERAL LINE PIPE FINISH GRADE. ROCK, MULCH OR SAND. 1 LEGEND 1. FINISH GRADE OF MULCH OR SAND. 2. PLANT LOCATIONS SHALL BE SPACED PER PLANTING PLAN BETWEEN DRIPLINES. (TYP). 3. NETAFIM INLINE DRIP TUBING TRANSITION TEE FROM DRIP TUBING TO PVC. 4. NETAFIM INLINE DRIP TUBING INSERT TEE OR ELL AS REQUIRED. 5. NETAFIM INLINE DRIP TUBING. 6. CONNECTION TO NETAFIM INLINE DRIP TUBING . 7. PVC SCHEDULE 40 PIPE TO ELECTRIC CONTROL VALVE. 8. PVC SCHEDULE 40 PIPE TO AUTOMATIC FLUSH VALVE. 9. CONCRETE PLANTER CURB OR WALL. 10. PVC SCHEDULE 80 RISER. LINE FLUSHING VALVE 3 DRIPLINE SUPPLY AND EXHAUST MANIFOLDS NO. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. DISTRICT APPROVED CHANGES SCALE: N.T.S. @P d.d. Pagano inc. IRRIGATION CONSULTANTS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 (714) 771-9200 FAX (714) 771-9202 IRRIGATION DETAILS PROJECT SHEET NUMBER 1-18 DESCRIPTION APPROVED DA TE DEVELOPERS NAME: LEGOLAND CALIFORNIA INC. 1----1---------------1------1----l ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 TELEPHONE: (760) 918-5300 DA TE PLAN PREPARED: ~N=O~V~28"-''-2"'0"--'1'-=2'----------- l---1-----------------l----1----1 BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BU IL T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 35 CITY OF CARLSBAD PLANNING DEPARTMENT 38 SHEETS PRIVATE (ONSITE) RECYCLED WATER SYSTEM ANO LANDSCAPE PLANS FOR: LEGOLAND HOTEL LEGOLAND CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 APPROVED PLANNING DRWN BY: M Pa ano CHCKD BY: R. W. APEL PROJECT NO. DRAWING NO. SOP 96-14(C) 471..-3L SHEET 35 OF 38 SHEETS C.M.W.D. JOB NO. _____ _ SECTION 02810 IRRIGATION SYSTEM PART 1 -GENERAL 1.01 GENERAL CONDITIONS The requirements of the "General Conditions of the Contract" and of Division 1, "General Requirements", shall apply to all work of this Section with the same force and effect as though repeated in full herein. 1 02 DESCRIPTION A. Scope of Work. Provide all labor, materials, transportation, and services necessary to furnish and install the Irrigation System as shown on the Drawings and described herein. 103 RELATED WORK SPECIFIED ELSEWHERE A Earthwork: Section 02200. B. Trenching and backfilling: Section 02225. C. Landscaping: Sections 02930 and 02950. D. Electrical: Division 16. 1.04 QUALITY ASSURANCE & REQUIREMENTS A Permits and Fees: The Contractor shall obtain and pay for any and all permits and all inspections required by permits. All pre-construction inspections require seven (7) days advance notice. Pre-construction meetings shall be scheduled with the City inspector at (760) 815-6708. B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in this Contract furnish directions covering points not shown in the Drawings and Specifications. C. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these Specifications, and their provisions shall be carried out by the Contractor. Anything contained in these Specifications shall not be construed to conflict with any of the above rules, regulations, or requirements. However, when these Specifications and Drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these Specifications and Drawings shall take precedence. D. Explanation of Drawings: 1. Due to the scale of the Drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc., as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between the irrigation system, planting, and architectural features. 2. All work called for on the Drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the Specifications. 3. TI1e Contractor sl1all not willfully install the irrigation system as shown on the Drawings when it is obvious in the field that obstructions, grade differences, or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Owner's Authorized Representative. In the event this notification is not performed, the Contractor shall assume full responsibility for any revision necessary. E. Reference specification and standards: 1 ASTM D1784 Rigid Poly (Vinyl Chloride) Compounds and Chlorinated Poly (Vinyl Chloride) Compounds. 2. ASTM D1785 Poly (Vinyl Cl1loride) (PVC) Plastic Pipe, Schedules 40, 80 and CL200. 3. ASTM· F441 Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe, Schedules 40, 80 and CL200. 4. ASTM: 2464 Threaded Poly (Vinyl Cl1loride) (PVC) Plastic Pipe Fittings, Schedule BO.I 5. ASTM· F437 Threaded Poly (Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 80. 6. ASTM: D2466 Socket-Type Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40.t 7. ASTM: F438 Socket-Type Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 40. 8. ASTM: 2564 Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings. 9. ASTM: F493 Solvent Cements for Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe and Fillings. 1.05 SUBMITTALS A. Material List 1. The Contractor shall furnish the articles, equipment. materials, or processes specified by name in the Drawings and Specifications. No substitution wlll be allowed without prior written approval by the Owner's Authorized Representative. 2. Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer, model number, and description of all materials and equipment to be used. Although manufacturer and other information may be different, the following is a guide to proper submittal format: Item No. Description 1 Backflow Preventer 2 Field Satellite 3 4 Gate Valve Etc Manufacturer Model No. Febco 825Y Rainbird ESP-SAT Nibco T-113 Etc. Etc. Irrigation submittal must be specific and complete. All items must be listed and should include solvent/primer, wire, wire connectors, valve boxes, etc. No copies of manufacturer's literature (catalog cuts) are required as submittal information. 3. The Contractor may submit substitutions far equipment and materials listed on the Irrigation Drawings by following procedures as outlined in Section 1.06 of the lrrigaticn Specifications. 4. Equipment or materials installed or furnished without prior approval of the Owner's Authorized Representative may be rejected and the Contractor may be required to remove such materials from the site at his own expense. 5. Approval of any item, alternative or substitute indicates only that the product or products apparently meet the requirements of the Drawings and Specifications on the basis of the information or samples submitted 6. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Record Drawings: 1. The Contractor shall provide and keep up~to~date a complete record set of blueline ozalid prints which shall be corrected daily, showing every change from the original Drawings and Specifications and the exact installed locations, sizes, and kinds of equipment. Prints for this purpose may be obtained from the Owner's Authorized Representative at cost. This set of drawings shall be kept on the site and shall be used only as a record set. 2. These drawings shall also serve as work progress sheets and sl1all be the basis for measurement and payment for work completed. These drawings shall be available at all times for obse11.1ation and shall be kP-pt in a location designated by the Owner's Authorized Representative. Should the record blueline drawing progress sheets not be available for review or not be up-to-date at the time of any observation (refer to Section 3.10 -Site Observation Schedule), it will be assumed no work has been completed and the Contractor will be assessed the cost of that site visit at the current billing rate of the Owner's Authorized Representative. No other obseivations shall take place prior to payment of that assessment. 3. The Contractor shall make neat and legible notations on the record drawing progress sheets daily as the work proceeds, showing the work as actually installed. For example, should a piece of equipment be installed in a location that does not match the plan, the Contractor must indicate that equipment has been relocated in a graphic manner so as to match the original symbols as indicated in the irrigation legend. The relocated equipment and dimensions will then be transferred to the original record drawing plan at the proper time. 4. Before the date of the final observation, the Contractor shall transfer all information from the "record drawing" prints to a sepia mylar or similar mylar material procured from the Owner's Authorized Representative. All work shall be in waterproof India ink and applied to the mylar by a technical pen made expressly for use on mylar material. Such pen shall be similar to those manufactured by Rapidograph, Kueffell & Esser, or Faber Castell. The dimensions shall be made so as to be easily readable even on the final controll9r chart (se;e Section C). The original mylar "record drawing" plan shall be submitted to the Owner's Authorized Representative for approval prior to fabricating the controller chart. 5. Submittal of all as-built plans shall be as required by the Engineering and Planning Departments. The final plans shall be prepared by the landscape architect from diminsions provided by the contractor. Final as-built plans shall be drafted clearly to the satisfaction of the City and the original mylars shall be submitted to the city for keeping. Finai as-built plans shall be required to be reviewed and approved by the City and final mylars shall be approved and signed by the City prior to the Planning Department signing the permit card. 6. The Contractor shall dimension from two (2) permanent points of reference, such as building comers, sidewalk edges, road intersections, etc., the location of the following items: a. Connection to existing water lines. b. Connection to existing electrical power. c. Gate valves. d. Routing of sprinkler pressure lines (dimension max. 100' along routing). e. Electric control valves. f. Routing of control wiring. g. Quick coupling valves. h. Other related equipment as directed by the Owner's Authorized Representative. 7. On or before the date of the final field observation, the Contractor shall deliver the corrected and completed sepias ta the Owner's Authorized Represertative. Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints. C. Controller Charts 1. As~built drawings shall be reviewed by tl1e Owner's Authorized Representative before controller charts are prepared. 2. Provide one controller chart for each controller supplied. 3. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will allow. 4. The chart is to be a reduced drawing of the actual installed system. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. 5. The chart shall be a blackline 01 blueline ozalid print and a different color shall be used to indicate the area of coverage for each station. 6. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 10 mils. 7. These charts shall be completed and approved prior to the final field observation of the irrigation system. D. Operation and Maintenance Manuals: 1. Prepare and deliver to the Owner's Authorized Representative within ten calendar days prior to completion of construction, two hard-cover, three-ring binders containing the following information: a. Index sheet which states Contractor's name, address, and telephone number, and which lists each installed equipment and mater;al item, including names and addresses of manufacturers' local representatives. b. Catalog and parts sheets on every material and equipment item installed under this Contract c. Complete operating and maintenance instructions on all major equipment. d. Guarantee statement. 2. !n addition to the above mentioned maintenance manuals, provide the Owner's maintenance personnel with instructions for major equipment and show evidence in writing to the Owner's Authorized Representative at the conclusion of the project that this service has been rendered. E. Equipment to be Furnished: 1 Supply as a part of this contract the following tools and parts: a. Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. b. A minimum of two (2) five-foot keys for operation of gate valves. Provide two (2) keys for each type of operating device (2" operating nut, cross handle, etc.) c. Two (2) keys for each automatic controller. d. One (1) quick coupler key and matching hose swivel for every five (5) or fraction thereof of each type of quick coupling valve installed. Netafim Spare Parts 2 Plastic handled punch 500' of dripper tubing for each dripper interval and discharge rate 25 barbed couplings 25 barbed 90' elbows fittings 25 barbed tee fittings 180' 2-way adapter tees 25 male adapters w/ %" FPT 5 spare filter element of the mesh size indicated on the irrigation legend 5 line flushing valve 1 O regulator sprlngs of the colored and regulating pressure indicated on the irrigation legend 25 dripper plug rings 3. The above mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final observation can occur, evidence that the Owner has received these items must be shown to the Owner's Authorized Representative. F Checklist: 1. Complete the following checklist al lhe end of each segment of the project. using the format shown and on the forms provided: a Plumbing permits: If none required, so state. b. Material approvals c. Pressure line tests: By whom approved and date. d. Materials furnished· Recipient and dale. e. Manufacturer's warranties, if required: Recipient and date. f. Written guarantee: Recipient and date g. Lowering of heads in lawn areas: If n□t complete, so state and include anticipated completion date. h. Install anti-drain valve protection as required to prevent low head drainage 2. The signed and dated checklist(s) shall be forwarded to Owner before final acceptance of the project. 1.06 PRODUCT DELIVERY, STORAGE, AND HANDLING A Handling of PVC Pipe and Fittings: The Contractor Is cautioned to exercise care in handling, loading, unloading, and storing PVC pipe and fillings. All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject it to undue bending or a concentrated external load at any point Any section of pipe that has been denied or damaged will be discarded, and if installed, shall be replaced with new piping. 1. 07 SUBSTITUTIONS A If the Contractor wishes to substitute any equipment or materials for the equipment or materials listed on the Drawings and Specifications, he may do so by providing the following information to the Owner's Authorized Representative for review: 1 Provide a statement indicating the reason for making the substitution. Use a separate sheet of paper for each item to be substituted 2. Provide descriptive catalog literature, performance charts and flow charts for each item to be substituted. 3. Provide the amount of cost savings if the substituted item is anproved. 8. The Owner's Authorized Representative shall have the sole responsibility in accepting or rejecting any substituted item as an approved equal to the equipment and materials llsted on the Drawings and Specifications. 108 GUARANTEE A. The guarantee for the irrigation system shall be made in accordance with the attaclied form. The General Conditions and Supplementary Conditions of these Specifications shall be flied with the Owner prior to acceptance of the irrigation system. B. A copy of the guarantee form shall be included in the operations and maintenance manual. C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the following information: GUARANTEE FOR IRRIGATION SYSTEM We hereby guarantee that the irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the Drawings and Specifications, ordinary wear and tear. unusual abuse, or neglect excepted. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional costs to the Owner. We shall make such repairs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT ______________________ _ LOCATION .. · ______________________ _ SIGNED: _______________________ _ ADDRESS: ______________________ _ PHONE:. _______ _ DATE OF ACCEPTANCE· ______ _ 1.09 QUALIFICATION OF IRRIGATION PERSONNEL A. Contractor and on site field superintendent shall have the following minimum qualifications: 1. Not less than five years continuous experience in installation of commercial computer controlled irrigation systems. 2. Demonstrate completion of central control systems manufacturer's installation certification program far computer controlled irrigation systems. 3. Upon Owner's request, supply a list of references listing successfully completed commercial computer controlled irrigation systems. 1.10 PROJECT CONDITIONS A Owner reserves the right to make temporary repairs as necessary to keep the sprinkler irrigation system equipment in operating condition. This in no way alters the requirements of Contract Documents. B. Coordinate Work with that of other trades, all underground improvements, the location and planting of specimen trees and all other planting. Verify location of all planting requiring excavations 24 in. diameter and larger with Owner prior to installation of main Ii nes. C. Provide temporary irrigation at all times to rnalntain plant materials. All temporary irrigation shall remain unless specifically directed to be removed by the Owiner. PART 2 -PRODUCTS 2 01 MATERIALS A. General: Use only new materials of brands and types noted on drawings, specified herein, or approved equals. B. PVC Pressure Main Line Pipe and Fittings (Use purple co,lored pipe for recycled water and use white pipe for potable water): 1. Pressure main line piping for size 4" and larger shall be ring-tite gasket joint pipe with Harco Ductile iron ring-tite fittings. a. All bends, reducers, plugs and the opposite side of tee branches shall be bell end ductlle iron fittings for PVC pipe. b. Fittings shall be manufactured of ductile iron, grade 70-55-05 in accord wlth ASTM A536. Fittings shall have deep bell push-on joints with gaskets meeting ASTM F477. Fittings shall be HARCO DEEP BELL as manufactured by The Harrington Corporation of Lynchburg, VA, Tel (804) 845-7094, or approved equal. 2. Pressure main line piping for sizes 2'' through 3'' shall be PVC Class 315. 3. Class 315 pipe shall be made from an NSF approved Type I, Grade I, PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements as set forth in Federal Specification PS-22-70, with an appropriate standard dimension (S.D.R) (Solvent-weld Pipe). 4. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 wlth solvent welded joints. 5. Schedule 40 pipe shall be made from NSF approved Type I, Grade I PVC compound conforming to ASTM resin specification D1785. All pipe must meet requirements as set forth in Federal Specification PS-21-70. 6. PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM test procedure D2466. 7. Solvent cement and primer for PVC solvent-weld pipe and fittings shall be of type and installation methods prescribed by the manufacturer. 8. All PVC pipe must bear the following markings a. Manufacturer's name b. Nominal pipe size c. Schedule or class d. Pressure rating in PS. I. e. NSF (National Sanitation Foundation) approval f. Date of extrusion 9. All fittings shall bear the manufacturer's name or tradema1;k, material designation, size, applicable I.P.S. schedule and NSF seal of approval C. PVC Non-Pressure Lateral Line Pipe and Fittings (Use purple colored pipe for recycled waler and use white pipe for potable water): 1. Non-pressure buried lateral line piping shall be PVC Class 200 with solvent-weld joints when installed in planting areas in outer park landscape. 2. Non-pressure lateral line piping installed in all inner park landscape areas and under all paved areas shall be PVC Schedule 40 with solvent welded joints. 3. Pipe shall be made from NSF approved, Type I, Grade II PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements set forth in Federal Specification PS-22-70 with an appropriate standard dimension ratio 4. Except as noted in paragraphs 1, 2, and 3 of this section {2.01 C), all requirements far non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure main line pipe and fittings as set forth in section 2.01 B of these Specifications D. Brass Pipe and Fittings: 1. Where indicated on the Drawings, use red brass screwed pipe conforming to Federal Specification #WW-P-351 2, Fittings shall be red brass conforming to Federal Specification #W\N-P-460. E. Copper Pipe and Fittings: 1 Pipe: Type K, hard tempered 2. Fittings: wrought copper, solder joint type 3. Joints shall be soldered with silver solder, 45% silver, 15% copper, 16% zinc, 24% cadmium, solidus at 11250 F. and liquidus at 11450 F. F. Galvanized Pipe and Fittings: 1. Where indicated on the Drawings, use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe. 2. Fittings shall be medium galvanized screwed beaded malleable iron. Galvanized couplings may be merchant coupling. 3. All galvanized pipe and fittings installed below grade shall be painted with two (2) coats of Koppers #50 bitumastic. G. Gate Valve: 1. Gate valves 3" and smaller shall meet the following requirements: a. Gate valve shall be 125 lb. SWP bronze gate valve with screw-in bonnet, nonrlsing stem, and solid wedge disc. b. Gate valve shall have threaded ends and shall be equipped with a bronze handwheel. c. Gate valve shall be similar to those manufactured by Nibco or approved equal. 2. Gate valves 4" and larger shall meet the following requirements: a. Gate valve shall be flanged cast iron body, bronze mounted, doubled discs, parallel seats with pin disc spreader mechanism, and shall conform to the specification of the American Water Works Association. b. Gate valve shall be 2" square operating nut, with arrow cast in metal indicating direction of opening. c. Gate valve shall have ends compalible with pipe in which it is installed. When adapting flanged gate valves to PVC pipe, use cast iron companion flanges, stainless steel nuts and bolts, gaskets and PVC male adapters as required to complete connection. d. Gate valve shall be similar to those manufactured by Nibco or approved equal. 3. All gate valves shall be installed per installation details H. Quick Coupling Valve: 1. Quick coupling valves shall have a brass, two-piece body designed for working pressure of 150 P.S.I. 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type shall be as shown on the Drawings. I Backflow Prevention Unit: 1. Backflow prevention unit shall be of size and type indicated on the irrigation drawings. Install backflow prevention unit in accordance with irrigation construction details. 2. Wye strainer at backflow prevention unit shall have a bronzed screwed body with 60 mesh monel screen and shall be similar to Walls 777M1 or approved equal. 3. All pressure main line piping between the point of connection and the backflow preventer shall be installed as required by local code. The Co11tractor shall verify with the local governing body as to material type and installation pro:edures prior to start of construction. Submit shop drawing for approval. 4. Final location and exact positioniPg of the backflow preventer shall be approved by the Owner's authorized representatives prior to installation. Failure to obtain approval may result in relocation of backflow preventer per owner's direction at no additional cost to owner. J. Check Valve 1. Sw!ng check valves 2" and smaller shall be 200 pound W.O.G. bronze construction with replaceable composition, neoprene, or rubber disc and shall meet or exceed Federal Specification WW-V-51 D, Class A, Type IV. 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and outlet Internal parts shall be stainless steel and neoprene. Anti-drain valve sl1all be field adjustable against drawout from 4 to 32 feel of head. Anti-drain valve shall be simllar to the Hunter HCV or approved equal. K. Control Wiring: 1. Wire requirements are as follows: a. Unless otheiwise noted, connections between an automatic controller and its corresponding electric control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. b. Control wiring installed in control wire conduit within structure shall be made with AVVG~TVV solid copper wire. c When more than one controller is 111stalled at the same location, pilot wires shall be a different color wire for each automatic controller. Common wires shall be white with a different color stripe for each automatic controller. d. Install in accordance with valve manufacturer's specifications and wire chart. In no case shall wire size be less than #14 2. Wiring shall occupy the same trench and shall be Installed along the same route as pressure supply or lateral lines wherever possible. 3. Where more than one (1) wire is placed in a trench, the wiring sliall be taped together at intervals of ten ( 10) feet 4. An expansion curl shall be provided wilhin three (3) feet of each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electric control valve, so that in case of repair, the valve bonnet may be brought to the surface without disconnecting the control wires. Control wires shall be laid loosely in trench without stress or stretching wire conductors. 5 All splices shall be made wilh Scolch-Lok #3576 Connector Sealing Packs, Rainbird Snap-Tile wire connectors, or approved equal. Make only one splice with each connector sealing pack. 6. Field splices between the automatic controller and electric control valves will not be allowed without prior approval of the Owner's Authorized Representative. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BU I LT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 38 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. IRRIGATION SPECIFICATIONS PROJECT SHEET NUMBER 1-19 36 PLANNING DEPAR1MENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: SHEETS LEGOLAND HOTEL DISTRICT APPROVED CHANGES \-[>llDSCI\Pe-~ ~ ~-APe< :'l?q_ l-'-N .. O'-"l. l------=-D=-ES,,_C"'R-"'IP'--T~IO"'N"-------1'-'A'--P'--PRc:.O=-V~E"'DC+'D::.:Ac..:TccE'-l DEVELOPERS NAME: LEGOLAND CALIFORNIA INC. LEGOLAND CALIFORNIA 1 LEGOLAND DR., CARLSBAD, CA 92024 ~#& ~d) ~ d. d . P a g an o In c. ~ w , ,. )_~ ,a IRRIGATION CONSULTANTS * .!!0~/2Qlf * 4705 EAST CHAPMAN AVENUE ~ Rt'_!tid_P.ote '.// ORANGE -CA 92869 IP_.... 11~~(2012 ~ (714) 771-9200 FAX (714) 771-920 "1-e--"'o~~ Or CA'-1' 1---+---------------+------,1-----1 ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 TELEPHONE: (760) 918-5300 APPROVED I I[ J.1..--z.:,,l l{✓ E::}}..,;,u._ PLANNING t=t================t====t==~:-:;;:-;::;--;:-;:::;::;:~~~-~ •~e_~~~-'~='~eJ~_:'.'..=;"'~1!c~-=-=_=_=_=_=_=_=_=_=_=_=_==--tDRIII< BY, DATE PLAN PREPARED: 1-JOV 28, 2012 1=,M~P-eoc'.'co,o~n~o'--------1 CHCKD BY: PROJECT NO. SOP 96-14(C) BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC R. W. APEL DRAWING NO. lf1Z.-3L- SHEET ~OF 38 SHEETS C.M.W.D. JOB NO. _____ _ L. Central Computer Control System (Existing -For Information Only): 1. All materials furnished and installed shall be new and shall conform to manufacturer's installation instructions and these specifications 2. The Central Control software package shall be provided and installed under this contract and shall consist of Rain Bird MAXICOM software package with "PTS" Model MAXICOM-60 Warranty up-grade package including automenu drive system, back-up batch files, Script quick access, Procomrn, manual and 60 hours on-site training. 3. The Central Control hardware package shall be provided and installed under this contract and shall consist of "PTS" Model #SA-10-CENTCOM computer warranty up-grade package including IBM PS Pentium Pro 200 MZ processor, 25 GB hard drive, 3Z Meg RAM, 17" VGA Monitor, WindowsJ 95, internal fiber optics modem interconnect, tape back-up system, printer HP Laser Jet™ 6P, power director, uninterruptible power source, work center and chair, set-up labor and a 5-year warranty. 4. The on-site weather station shall be provided and installed under this contract and shall consist of a Rain Bird #WS-200 weather station with "PTS" #SA-10-WTHRISFT weather station upgrade package and 5-year warranty. 5. It is the Contractor's responsibility to obtain the necessary warranty inspections and Letter of Certifications from Pacific Technical Services the approved Rain Bird MAXI COM distributor. No installations will be accepted without certification. 6. All incidental parts which are not shown on the plans or specified herein and are necessary to complete or modify the new and/or existing systems shall be furnished and installed as though such parts were shown on plans or specified. All systems shall be in satisfactory operation at the time of completion. 7. The existing Irrigation system shall be maintained in effective operation by LEGOLAND'S Carlsbad Authorized Maintenance Contractor for the duration of the wcrk. The Contractor shall notify the Owner's Authorized Representative 48 hours prior to performing any work on an existing system. M. CCU-Encoder: 1. The quantity and location of all "CCU" encoders shall be as shown on the Central Irrigation Control layout plans, the construction notes and these specifications. 2. Each "CCU" encoder shall have a fiber optics modem interconnect and separate two-wire path to the controllers under its control. The two-wire communication link shall be of the wire type, installed and tested as herein specified. Use the same colored pair for connection of all CCU's, the other two (2) pairs are reserved for future use. N. Communication Cable/Flovv Sensor Interconnect: 1 The two-wire path for the communication interconnect as required from each Cluster Control Unit (CCU) to its assigned freld satellite shall be three (3) pairs of solid annealed 19 gauge copper, single jacketed filled cable design with solid insulation, core wrapped and shielded in accordance with JCEA #S-56-434-19B3 and PE-39. 2. Communication cable conduit shall be as manufactured by Regency Wire and Cable, P.O. Box 925, Sikeston, MO. 0 MAXICOM Communication Cable/Flow Sensor Wire Splices: 1. MAXICOM communication cable wire splices will be allowed only at the approved splice box locations. 2 It shall be the responsibility of the Contractor to prepare the communication cable for splicing as directed by Pacific Technical Services (PTS), the approved Rain Bird MAXICOM distributor. All splices will be made by the Contractor and tested by PTS's field service representative. 3. Individual wires of the MAXICOM communication cable shall be spliced together using Scotch-Lok Brand Model "ULG" butt connector. 4. Connectors shall be crimped using a Scotch-Lok E-9 series tool. 5. All butt splices shall then be protected within a Hy sol Model BC-1201 O -1 O" butt splice case. 6. Prior to installing individual butt splices within the Hysol butt splice case, the individual butt splices shall be grouped together and wrapped with 3M putty tape or sealing tape and then final wrapped with 3M vinyl tape to cover sealing tape completely. P Automatic Controller (Field Satellites): 1 Field Satellite(s) shall be of size and type shown on the Drawings. 2. Final location of freld satellite(s} shall be approved by the Owner's Authorized Representative. 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each automatic controller location is to be furnished by others. The frnal electrical hook-up shall be the responsibility of the Contractor 4. Unless noted on the Drawings as being a standard Rain Bird stainless steel pedestal, each automatic irrigation controller shall be included as a component part of the specified stainless steel vandal-resistant controller enclosure assembly. See section 2.01 Q for additional information. Q Stainless Steel Vandal-Resistant Controller Enclosure Assembly: 1. The top mounted stainless steel vandal-resistant controller enclosure assembly sl1all consist of a "Strong Box" housing, stainless steel back board, automatic irrigation controller(s), terminal strip, and a 117 volt outlet. 2. The stainless steel back board shall be bolted to the housing to provide a base for mounting the controller and terminal strip. 3. Enclosure assembly shall be equipped with a 117 volt duplex box with an On/Off switch, and 117 volt receptacle. The Contractor shall provide metal conduit run from the 117 volt supply to the controller assembly. All power within the housing shall be properly phased. 4. Enclosure assembly shall include a prewired terminal strip clearly indicating the proper points of connection of all appropriate wiring (station valves, master valve, common, central control.) 5. Enclosure assembly shall include a terminal strip with clearly marked positions for one rain check device, and three moisture sensing devices, The terminal strip shall be wired through four clearly marked On/Off switches mounted on the face of the controller to provide sensing bypass capability. 6. The vandal-resistant controller enclosure assembly shall be manufactured by Pacific Irrigation Supply, Inc., 23432 South Pointe Drive, Laguna Hills, CA 92653. Phone (714) B37-4460; or approved equal. 7. Upon final inspection of the proJect, the Irrigation Contractor shall provide for the Owner a "Job Site Equipment Inspection and 5 year Warranty Certification" letter from the enclosure manufacturer. This letter shall include verification of conformance with specifications and installation recommendations, site inspection date and shall list all assemblies covered under the 5 year warranty. R. Electric Control Valve 1. All electric control valves shall be the same size and type shown on the Drawings. 2. All electric control valves shall have a manual flow adjustment. 3. Provide and install one control valve box for each electric control valve. S. Valve Box: 1. Use 1 O" x 10-1/4" round box for all gate valves, Carson Industries #910-12B with green bolt-down cover or approved equal. Extension sleeve shall be PVC with minimum size of six (6) inches. 2. Use 9~ 1/2" x 16" x 11 '' rectangular box for alt electric control valves, Carson Industries #1419-12B with green bolt-down cover or approved equal. 3. Use 10" diameter x 10-1/4" deep round plastic valve box for all quick coupling valves, Carson Industries #910-12B with green bolt-down cover or approved equal T. Sprinkler Head 1. All sprinkler heads shall be of the same size, type, and deliver the same rate of precipitation with the diameter (or radius) oftlxow, pressure, and discharge as shown on the Drawings and/or as specified herein. 2. Spray heads shall l1ave a screw adjustment. 3. Riser units shall be fabricated in accordance with the installation details. 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. 5. All sprinkler heads of the same type shall be by the same manufacturer. U. Identification Tag: 1. I. D. tags for electric control valves shall be manufactured from Polyurethane Behr Desopan. Use Christy's standard tag hot-stamped with black letters on yellow background. Tags shall be numbered to match programming shown on the Drawings. Provide one tag for each electric control valve. 2. I.D. tags for quick coupling valves shall be manufactured from Polyurethane Behr Desopan. Use Christy's maxi tag, hot-stamped with black letters on purple background Tags shall read "Warning - Unsafe Water -Do Not Drink." Tag shall be printed in English on one side and Spanish on the other. Provide one tag for each quick coupling valve. 3. Special order tags from T. Christy Enterprises, 403 \/\lest Brenna Lane, Orange, CA 92667. Phone (714) 771-4142 and Fax (714) 771-3029. V. Surge arrestor for 120V power wiring: 1. A surge-arresting duplex outlet as manufactured by Leviton Model #528-1 or approved equal, shall be installed as part of the stainless steel vandal-resistant controller assembly. 2. MSP-1 surge arrestor for two-wire communication path. a. current The MSP-1 Surge Arrestor shall be a Rain Bird P/N-D05100} Low Resistance, In-Line, Transient Voltage Surge Protector. The unit shall have low clamping level and high handling capabilities for protection of sensitive electronic devices W. Flow sensor, flow transmitter, and pulse decoder. 1. An irrigation main-line flow sensor and Rain Bird pulse decoder shall be installed in accord with Drawings and manufacturer's I11stallalion instructions. See Drawings for location. Contractor shall be responsible for the installation, hook-ups, materials, components, connections, etc., of the flow sensors, flow transmitter and pulse decoders for the complete automatic operation of the system. 2. The flow sensor shall be manufactured by Data Industrial Ccmpany. Install as recommended by the manufacturer and as detailed. a. the Use PTS IR-220P plastic tee mounted flow sensor for sizes 1" through 4" as noted on drawings. 3. The Pulse Output Transmitter shall be manufactured by Data Industrial Co, 1500 series. 4. The pulse decoder shall be manufactured by Rain Bird Model #F-69300, and shall be installed according to the manufacturer's recommendations and as detailed. 5. Provide a separate flow sensor cable from each flow sensor to its respective designated pulse decoder. Run flow sensor cables within 1-1/2" PVC Schedule 40 conduit. Refer to sensor cable, communication cable conduit, and communication cable pull boxes specified elsewhere for additional information. 6. Up to a maximum of three (2) flow sensor cables from the same point of connection may be installed within the same conduit In no case shall there be more than three (2) flow sensor cables in any conduit. 7. Flow sensor cables from different points of connection may not be installed within the same conduit. B. Control and common wires for the automatic master valve immediately upstream from flow sensor shall be installed with different color wires. 9. All splices shall be performed in a 3M "DBY" direct bury splice kit. Make only one splice with each connector X. Communication Cable Conduit: 1. As a part of this Contract, the Contractor shall provide and install a communication cable conduit that will be used for the future installation of communication cable(s}. 2. Communication cable conduit shali be PVC Schedule 40 with solvent welded joinls and unless othervvise noted on the Drawings, shall be 1-1/2'' in size, with 1/4" nylon pull rope installed within entire length of conduit. 3. Except as noted in paragraph number two (above) of this section, all requirements far communication cable conduit and fittings shall be the same as for solvent-weld pressure main line pipe and fittings as set forth in Section 2.01 B of these Specifications. 4. Sweep ells shall be fabricated standard electrical type PVC schedule 40 long sweep elbows. Cap sweep ell with tri-plug with the ring for securing nylon pull rope. 5. The communication cable conduit shall be installed where indicated on the Drawings and shall be routed, wherever possible, with the irrigation pressure main line piping. Provide 181' minimum cover over all communication cable conduit. Provide 6" minimum separation between communication cable conduit and irrigation pressure main line piping. 6. Pull boxes shall be located a minimum of two hundred (200) feet on center, at each automatic controller location, and at each change of direction. Use 9-1/2" x 16" x 11'' rectangular box for all pull boxes, Carson Industries #1419-12B with green bolt-down cover or approved equal. Cover shall be marked "Irrigation Control Cable." Refer to the Drawings for additional information. Y. Master Valve/ Basket Strainer Assembly: (For systems using recycled water for irrigation) 1. Master valves shall be a Bermad 100 Series, normally open solenoid control valve with 24V low amp ASCO solenoid. Refer to irrigation drawings for additional information. Contact the Bermad factory representative for appropriate model number for projects specific needs. 2. Basket strainer shall be a Watts 97FB-CSSIB with flanged stainless steel body and 40 mesh stainless steel 3. Butterfly valves shall be Tuf-Skin LB-TNO-BS lug style with traveling nut operator for buried service. 4. The flanged assembly shall be bolted together using stainless steel nuts and bolts. 5. Install entire assembly within a Carson Model #24 series deep plastic vault and plastic bolt-down cover as follows: a. b. C. Assembly Size 2" 2-1/2" 3" Model No. 2448 244B 2460 Z. Lateral Line Pipe Installed on Grade: Inside Vault Size (LxWxD} 51" X 27"x 30" 51" X 27"x 30" 63" X 27"X 30" 1. Lateral line piping installed on-grade shall be ultra-violet resistant poly vinyl chloride (UVR-PVC) pipe and shall be PVC 1120, type 1, grade 1 as manufactured by Pacific Plastics, in accordance with ASTM designation D-1785 and shall be of nominal schedule 40 pipe classifications 2 UVR fittings shall be PVC 1120, type 1, grade 1, as manufactured by Dura, in accordance with ASTM designation D-2246, schedule 40 socket type, the dimension conforming to and intended for use with IPS outside diameter schedule 40 pipe. 3. Test values of the UVR material are to continue to meet or exceed these values during accelerated ultraviolet exposure test period of no less than 25LJl..i hours in an approved weather-a-meter and by the approved test methods as set forth by ASTM designation G-23, type D, or G-53. 4. Solvent cement and primers for PVC solvent-weld pipe and fittings installed on grade shall be of type and installation methods prescribed by the manufacturer. 5. For anchor details of pipe, see the installation details. 6. Provide Recycled water warning labels for all on-grade pipe and risers as required by Carlsbad Municipal Water District. AA. Sub-Surface Drip Irrigation System: 1. Drip tubing shall be of nominal sized one-half inch low density, ultra-violet-resistant, linear polyethylene tubing with internal pressure-compensating, self cleaning, integral drippers at a specified interval. The tubing shall be brown in color for use in Domestic Water Systems and purple in color for reclaimed water systems and shall conform to an outside diameter (0 D.) of 0.66'' and an inside (I D.) diameter of 0.57". The low volume tubing shall be capable of a discharge rate of 0.92 gallons per hour (GPH) between operating pressures of 7 to 7D psi for each individual dripper. Dripper tubing shall be manufactured by Netafim. The individual self-cleaning, pressure-compensating drippers shall be welded to the inside of the tubing wall. The drippers are constructed of three individual pieces: a. Black-colored dripper containing a filtration system on the inlet side, compensation cell, and recessed chamber with a water outlet. b. Hard plastic diaphragm retainer (colored red (0.61) or black (0 92) depending on the discharg rate), with chamfered edges and a recessed groove in the center the full length of the diaphragm. c. Flexible black rubber diaphragm that allows excessive pressure to build up within the chamber to purge sediment or other debris that may not have been captured by the disc filter d. Dripper spacings shall be 12" on center. 2. All insert barbed fittings shall be constructed of molded, ultra-violet-resistant, brown colored plastic having a nominal inside dimension (I. D.) of 0.57" ( 17 mm). Each fitting shall have a minimum of hf.to ridges or barbs per outlet All fit~ngs shall be Netafrm and shall be available in one of the following end configuration: a. barbed insert fittings b. male pipe threads (MPT} with barbed insert fittings or female pipe c. threads (FPT) with barbed insert fittings. 3. Non-pressure supply and exhaust headers shall be rigid, un-plasticized polyvinyl chloride PVC 1220, (Type 1, Grade 2), class 200 with schedule 40 PVC fittings conforming to Section 2.01 C of these specifications. 4. The line flushing valve shall be constructed of brown molded plastic and shall be a normally open hydraulic valve which flushes based on volumetric quantities of water. Inlet and outlet configurations shall be½" MPT. 5. The line flushing valve shall be serviceable by removing a threaded cover from a base, exposing the internal components. The internal components of the line flushing valve shall consist of a molded diaphragm retainer, a high density plastic flush regulator, and a diaphragm 2" in diameter. The line flushing valve shall be capable of automatically operating during initial system pressure build-up to discharge approximately one gallon of water per 15 gpm demand at 50 psi maximum, or 1.5 psi minimum inlet pressure as manufactured by Netafim. 6 Disc filter body shall be molded of black plastic with male pipe threads (MPT} for both the inlet and outlet ports A threaded cap on one end of the body shall be capable of periodic servicing by unscrewing the cap or releasing the latched band from the main filter body. The filler elements shall be disc-type with 120 mesh similar to Netafrm, tech filter, or approved equal. 7. Air/vacuum relief valves shall be constructed of gray plastic with an internal sliding poppet valve that is capable of venting air or vacuum to the atmosphere only. The main body shall have a 1/2" male pipe thread (MPT). Operating pressure range for the air/vacuum relief valve shall be 7 psi minimum to 140 psi maximum as manufactured by Netafim. 8. shall be one ''ear'' type. This "ear" shall be capable of being pinched with a pinching tool to secure the tubing around the insert barbed fitting. Interior clamp wall shall be smooth to prevent crimping or pinching of tubing. Wall thickness of clamps shall be .0236" (0 6 mm) with an overall band width of¼" (7 mm). NO. AA. Miscellaneous Irrigation Equipment 1. Refer to the Drawings for sizes and types of miscellaneous irrigation equipment. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. PART 3 -EXECUTION 3.01 GENERAL INSTALLATION REQUIREMENTS A Before work is commenced, hold a conference with Owner, General Contractor, and Owner to discuss general details of the work. B. Verify dimensions and grades at job site before work is commenced. C. During tl1e progress of the work, a compeient superintendent and any assistants necessary shall be on site, all satisfactory to Owner. The superintendent shall not be changed, except with consent of Owner, unless that person proves unsatisfactory and ceases to be employed. The superintendent shall represent Contractor in its absence and all directions given to the superintendent shall be as binding as if given to Contractor D. All work indicated or noted on Drawings shall be provided whether or not specifically mentioned In the Specifications. E. If there are ambiguities between Drawings and Specifications, and specific interpretation or clarification is not issued prior to bidding, the interpretation or clarification will be made only by Owner, and Contractor shall comply with the decisions. In the event the installation contradicts the directions given, the installation shall be corrected by Contractor at no additional cost to Owner. F. Layout of sprinkler lines shown on Drawings is diagrammatic only. Location of sprinkler equipment is contingent upon and subject to integration with all other underground utilities. Contractor shall employ all data contained in the Contract Documents and shall verify this information at the construction site to confirm the manner by wl1ich it relates to the installation. G. Coordinate the installation of all sprinkler materials, including pipe, with the landscape Drawings to avoid conflict with the trees, shrubs, or other planting. H. Do not proceed with the installation of the sprinkler system when it is apparent that obstructions or grade differences exist or if conflicts in construction details, l,egend, or specific notes are discovered. All such obstructions, conflicts, or discrepancies shall be brought to the attention of Owner. I. Replace, or repair to the satisfaction of Owner, all existing paving disturbed during the course of this work. New paving shall be the same type, strength, texture, finish, and be equal in every way to the material removed. J. Owner reserves the right to make temporary repairs as necessary to keep equipment in operating condition without voiding Contractor's guarantee or relieving Contractor of its responsibilities during the guarantee shall not be allowed. K. All sprinkler heads will require installation of anti-drain devices to prevent low head drainage. 1. Change-out of sprinkler heads shall be included as needed without additional cost to Owner L. The flow sensing capability and computer control must be maintained for the duration of the contract. Water for this site is supplied by existing irrigation l'ines which are flow sensitive. Any damage to existing landscape or mortality to new Asia plantings caused by not coordinating installation with the owner or by defeating that flow sensing capability will be the responsibility of the owner. M. Coordinate the installation of all sprinkler materials, including pipe, with the landscape Drawings to avoid conflict with the trees, or other planting. 3.02 OBSERVATION OF SITE CONDITIONS A All scaled dimensions are approximate. The Contractor stiall check and verify all size dimensions and receive approval from the Owner's Authorized Representative prior to proceeding with work under this Section. B. Exercise extreme care ln excavating and working near exi:sting utilities. The Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Check existing utilities drawings for existing utility locations. C. Coordinate installation of sprinkler irrigation materials including pipe, so there shall be NO interference with utilities or other construction or difficulty in planting trees, shrubs, and ground covers. D. The Contractor shall carefully check all grades to satisfy h,imself that he may safely proceed before starting work on the irrigation system. 3 03 PREPARATION A. Physical Layout 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads. 2. All layout shall be reviewed by the Owner's Authorized Representative prior to installation B Water Supply 1. The irrigation system shall be connected to water supply point(s) of connection as indicated on the Drawings. 2. Connections shall be made at the approximate location(s} shown on the Drawings. The Contractor is responsible for minor changes caused by actual site conditions. 3.04 INSTALLATION A Trenching: 1 Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even grade. Trenching excavation shall follow layout indicated on the Drawings and as noted. 2. Provide for a minimum of eighteen (18) inches cover for all pressure supply lines of 21/2-inch nominal diameter or smaller. 3. Provide for a minimum of twenty-four (24) inches cover for all pressure supply lines of 3-inch nominal diameter or larger. 4. Provide for a minimum of twelve (12) inches for all non-pressure lines. 5. Provide for a minimum cover of eighteen (18) inches for all control wiring. 6 Provide for a minimum cover of eighteen (18) inches for all communication cable conduit. B. Backfilling: 1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand, or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps or other surface irregularities. 2 A fine granular material backfill wrll be initially placed on all lines. No foreign matter larger than one-half (1/2) inch in size will be permitted in the initial backfill. 3. Flooding of trenches will be permitted only with approval of the Owner's Authorized Representative. 4. If settlement occurs and necessitates adjustments in pipe, valves, sprinkler heads, lawn, plantings, or other installed work, the Contractor shall make all required adjustments without cost to the Owner. C. Trenching and Backfill Under Paving: 1. Trenches located under areas where paving, asphaltic concrete, or concrete will be installed, shall be backfilled with sand (a layer six [6[ inches below the pipe and three [3] inches above the pipe) and compacted in layers to 95% compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left in a frrm unyielding condition. All trenches shall be left flush will1 lhe adjoining grade. The Contractor shall set in place, cap and pressure test all piping under paving prior to the paving work. 2. Generally, piping under existing walks is done by jacking, boring, or hydraulic driving, but where any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced by the Contractor as a part of the Contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the Owner's Authorized Representative. No hydraulic driving will be permitted under concrete paving. 3. Provide for a minimum cover of eighteen ( 18) inches between the top of the pipe and the bottom of the aggregate base for all pressure and non-pressure piping installed under asphaltic concrete paving. D. Plastic Pipe: 1 Install plastic pipe in accord with manufacturer's recommendations. 2. Install sprinkler head on plastic pipe as indicated on Drawings. 3. Prepare all welded joints with manufacturer's primer prior to applying solvent. a. Allow welded joints at least 15 minutes set-up/curing time before moving or handling. b. Partially center load pipe in trenches to prevent arching and shifting when water pressure is on. c. Do not permit water in pipe until a period of at least four hours has elapsed for solvent weld setting and curing, unless recommended otherNise by solvent manufacturer. 4 Do backfilling when pipe is cool. a. Pipe can be cooled by operating the system for a short time before backfill, or by backfilling in the early part of the morning before the heat of the day. 5. Curing a. When the temperature is above 80°F., allow soluble weld joints at least 24 hours during the lime before water is introduced under pressure. b. When temperature is below 80~F., follow manufacturer's recommendations. E. Assemblies. 1. Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic Install lines (and various assemblies) in such a manner as to conform with the details per the Drawings. 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own outlet. 3. Install all assemblies specified herein in accordance with respective detail. In absence of detail drawings or Specifications pertaining to specific items required to complete work, perform such work in accordance with best standard practice with prior approval of Owner's Authorized Representative. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. Installation and solvent welding methods shall be as recommended by t11e pipe and filling manufacturer 5. On PVC to metal connections, the Contractor shall work the metal connections first. Tenon tape or approved equal, shall be used on all threaded PVC to PVC, and on all threaded PVC to metal joints Light wrench pressure is all that is required. Where threaded PVC connections are required, use threaded PVC adapters into which the pipe may be welded. F. Conduit and Sleeves: 1. Coordination: Sleeving will be existing only when installed under another contract. For all other installations. provide materials and coordinate conduit and sleeve installation with other trades as required to facilitate smooth construction sequence. 2. Conduit: Furnish and install conduit where control wires pass under or through walls, walks and paving. Conduits to be of adequate size to accommodate retrieval for repair of wiring and shall extend 12 inches beyond edges of walls and pavement. 3. Sleeving: Install sleeves for all pipes passing through or under walks and paving as shown on the Drawings. Sleeving to be of adequate size to accommodate retrieval of wiring or piping for repair and shall extend 12 inches beyond edges of paving or other construction. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 38 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. IRRIGATION SPECIFICATIONS PROJECT SHEET NUMBER 1-20 37 PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: SHEETS LEGOLAND HOTEL DISTRICT APPROVED CHANGES DESCRIPTION APPROVED DA TE DEVELOPERS NAME: LEGOLAND CALIFORNIA INC. LEGOLAND CALIFORNIA \.-~SCA.Pt 0-'¾ W. AP~ :'ll>q. ~'lrf-C ~ d.d. Pagano inc. ·gJ~ ,«J_tl~ 'a l--+---------------+----1----JADDRESS: 1 LEGOLAND DRIVE 1 LEGOLAND DR,, CARLSBAD, CA 92024 IRRIGATION CONSUL TAN TS * 9/'fono14 * 4705 EAST CHAPMAN AVENUE 72s'A'" 1, ORANGE -CA 92869 u'.,i,.'\. tt~ '2012 ~ (714) 771-9200 FAX (714) 771-920 ~~;,, ""o'<-~ OF C~~\~ CARLSBAD, CA 92008 TELEPHONE: {760) 918-5300 DATE PLAN PREPARED: ..:N.:.:Dc:..:Vc...cc2:ccB,'-"-2"'-D1;_:2:__ ____ _ BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC APPROVED lhlA ~✓~t~ { .,...z..q -I ~ PLANNING DATE DRWN BY: PROJECT NO. DRAWING NO. M P □aono CHCKD BY: SOP 96-14(C) lf7l.-3L-R. W. APEL SHEET 37 OF 38 SHEETS C.M.W.D. JOB NO. _____ _ G. Line Clearance: 1. All lines shall have a minimum clearance of six (6) inches from each other and from lines of other trades. Parallel lines shall not be installed directly over one another. H. Communicaticn Cable- 1. Wire conductors for the three pair 2-WIRE path cable shall be installed with NO UNDERGROUND splices, except at approved splice box locations and within field satellites. 2. A minimum of three (3) feet of slack shall be left at each field satellite and within each splice box. Slack shall be sufficient to allow the wire to extend 18" above the top of the splice box. 3. Upon final inspection of the project, the Irrigation Contractor shall provide for LEGOLAND Carlsbad a "Job Site Equipment Inspection and Warranty Certification" letter from Pacific Technical Services the Rain Bird MAXICOM Distributor. This letter shall include verification of conformance with specifications and installation recommendations, site inspection date and shall list all assemblies covered under the warranty. 4. All communication cable splices or connections, either in approved splice boxes or at field satellite units where the connection is NOT being made on the terminal strip, shall be made using approved Rain Bird MAXICOM communication cable wire splices noted in section 811. of these specifications. Care shall be taken with each wire joint or connection to assure that a completely waterproof connection will result. It is important that ALL wire connections be absolutely watertight and with NO leakage to ground nor shorting from one conductor to the other. All butt splices shall be prepared and completed in accordance with splice manufacturer's directions. K. Interconnect Circuitry: 1. The Contractor shall cause the following warranty tests to be performed by Pacific Technical Services on all electrical circuits, and shall submit a written approval from the equipment supplier to the Owner's Authorized Representative prior to the start of the maintenance period. All tests shall be made to the satisfaction of the Owner's Authorized Representative. a. Wire Loop Resistance (Continuity) -Each circuit shall be tested for wire loop resistance. Maximum allowable loop resistance is 200 ohms A looped resistance greater than 200 ohms will not be accepted. b. Ground Fault -Each circuit shall be tested for leaks to ground with an ohm meter after each interconnect circuit has been installed and connections have been made. No circuit checking lower than 700,000 ohms will be acceptable. Any underground splices must be buried in the soil and be water settled prior to thls test. After the test is completed, splices shall be removed from the soil and left exposed in pull box for future access. c. Functional -A functional test shall be made in which it is demonstrated that each and every part of the system functions as specified or intended. The functional test for each new or modified electrical system shall consist of not less than 5 days of continuous, satisfactory operation. If unsatisfactory performance of the system develops, the condition shall be corrected and the est shall be repeated until the 5 days of continuous satisfactory operation are obtained. Functional tests and turn-ans shall not be started on a Friday, or on the day preceding a legal holiday. Shutdown caused by factors beyond the Contractor's control shall not constitute discontinuity of the functional test d. Faults -Any material revealed by these tests to be faulty in any part of the installation shall be replaced or corrected by the Contractor at his expense in a manner penr1itted by the Owner's Authorized Representative, and the same test shall be repeated until no fault is evident. e. Results of circuitry tests shall be recorded and submitted to the Owner's Authorized Representative prior to acceptance of the work. 2. A copy of the equipment supplier's written approval shall be included in the Owner's Operations Manual.n L. Electric Control Valves 1. Install each electric control valve in a separate valve box. erm 2. Install where shown on the Drawings. Where grouped together, allow at least twelve (12) inches between adjacent valve boxes. 3. Each valve number shall be heat branded on valve box lid with 1 ½" tall letters. Branding unit available from Hydroscape Products, Inc., phone number (714) 639-1850. M. Flushing of System: 1. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed, and prior to installation of sprinkler heads, the control valves shall be opened and full head of water used to flush out the system. 2. Sprinkler heads shall be installed only after flushing of the system has been accomplisl1ed to the complete satisfaction of the Owner's Authorized Representative. N. Sprinkler Heads 1. lnslall the sprinkler heads as designated on the Drawings. Sprinkler heads to be installed in this work shall be equivalent in all respects to those itemized. 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no case shall the spacing exceed the maximum recommended by the manufacturer. All sprinkler heads shall be set perpendicular to finish grade of the area to be irrigated unless otherwise designated on the plans. 0. Sub-Surface Drip Irrigation System· 1. Verify existing field dimensions of the area to be irrigated with the irrigation plans for accuracy Begin dripper tubing layout 2" to 3" away from both hard surtaces; i.e .. concrete sidewalks, curbs, asphalt, and/or undefined edges; i.e .• shovel• :ut headers. Mark tubing inteivals on the ground with flags, paint, or some other markings that can be maintained throughout the installation 2. Dripper tubing can be installed in one of the three (3) following methods: a. Over-excavation: Jn small areas, where it technically feasible, over-excavate the entire area to a depth of 4" below finish grade. Plant all specimen trees and shrubs, 15 gallon size and larger, then of place tubing at the row spacing interval indicated on the plans. b. Pipe Pulling: In larger areas, where ground disruption is to be minimized, pneumatic tire, pipe pulling machinery shall be used. Potholes shall be used at the ends of each run for making connection to supply and exhaust headers of rigid PVC pipe or poly pipe c Trenching: Hand or mechanically trench to the pipe depth indicated on the plans or in these specifications and backfill flush with finish grade. Avoid mechanically trenching within the dripline existing trees. Hand-trench around existing tree roots when roots of 2" and larger are encountered. Remove all rock 1 ½'' and larger when excavating and remove from site. Do not backfill trenches with rock that will come in direct contact with tubing or rigid PVC piping. 3. Install underground piping horizontally and as level as possible to a minimum depth of 4" and maximum depth of 6" unless otherwise specified. Optimum pipe depth is 5". 4. As much as possible, supply and exhaust headers shall be installed perpendicular to contours. 5. As much as possible, dripper tubing shall be installed parallel with contours. 6. Dripper tubing can be installed with the water outlets facing upward or downward. Place dripper outlets in such a manner as to form a triangular pattern between parallel tubing laterals. In irregular areas, some water outlets may end up too close to fix improvements and may have to be capped off with a dripper plug ring 7. Connect dripper lubing to barbed fittings by pushing on and over both barbs until the tubing has seated against another piece of tubing or has butted against another portion of the barbed fitting. For water pressures in excess of the 45 psi, use stainless steel clamps as noted in paragraph a, "Pipe Clamping" on all barbed fittings. 8. When design operaling pressure exceeds 45 psi, stainless steel pipe clamps shall be used. Slip clamps over tubing before slipping tubing over insert barbed fitting. Place clamp betvveen the first and second ridge of the barbed fittings and crimp the "ear' of the clamp tightly. Crimp the "ear" twice to ensure proper seating. 9. Install a pressure regulalor below grade, downstream, and in line with the remote control valve. Whenever possible, place the pressure regulator in the same valve box to allow for periodic inspection. Place the regulator with the arrow (molded iinto the side of the body) pointing in the direction of the flow of water. Provide straight piping on the outlet side of regulator for a dimension not less than three lengths of the overall body dimension. 10. Install the disc filter, horizontally level, below grade and before or after the remote control valve as indicated in the installation details. The position of the disc filter in the valve box shall be off-center to allow for removal of the disc element for periodic servicing. Refer to the installation details for the size of the valve box. 11. Install the air/vacuum relief valve below grade and at the highest elevation within eat.::h zone Depending on the site conditions and tubing layout, more than one air/vacuum relief valve into a½" x ¾" SCH 40 PVC reduction bushing and thread this assembly into a 180° 2-way adapter tee with a¾" (MPT) outlet. Place the valve within a round valve box with a locking cover and a 1 cu. Ft.,¾" gravel sump as noted on the details. Additional blank Techline tubing may be necessary when placing Techline dripper tubing on mounds or berms with more than a 3' elevation difference. Blank Techline tubing shall be connected perpendicular to the dripper tubing with barbed tees from the lowest elevation of dripper tubing to the highest point of the mound berm where the air/vacuum relief valve is located. This air/vacuum relief lateral serves to collect and transport trapped air bubbles or relieve vacuum in lower elevation dripper tubing parallel to the dripper tubing located at the highest point in the system. Locate an air/vacuum relief lateral for each berm within the system. 12. Prior to backfilling and before connection of the line flushing valves, flush the entire system to remove any dirt or sediment that may have entered the system during the installation. 13. Install the line flushing valve horizontally level and below grade at the hydraulic terminaUon point(s) in each system. Locate in a valve box with the dome-shape of the valve facing upward. Include a minimum of 1 cu. Ft. of ¾" gravel in the bottom of the valve box per construction detail. 14. Prior to backfilling, open the remote control valve and operate each circuit to check for leakage around both barbed and threaded PVC fittings. Make necessary corrections to stop leaks. 15. Re-test those systems where leaks were corrected before commencing bacl<filling operations. 3 04 TEMPORARY REPAIRS The Owner reserves the right to make temporary repairs as necessary to keep the irrigation system equipment in operating condition. The exercise of this right by the Owner shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. 3.05 EXISTING TREES Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and tree roots. Excavation in areas where tvvo (2) inch and larger roots occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall be painted with two coats of Tree Seal. or equal. Trenches adjacent to tree should be closed within twenty-four (24) hours; and where this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. 3.06 FIELD QUALITY CONTROL A Adjustment of the System: 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and buildings as much as possible 2. If it is determined that adjustments in the irrigation equi,pment will provide proper and more adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments may also include changes in nozzle sizes and degrees of arc as required. 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten (10) days after notification by the Owner. 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the Drawings. B. Testing of the Irrigation System 1. The Contractor shall request the presence of the Owner's Aut:1orized Representative in writing at least 48 hours in advance of testing. 2. Test all pressure l111es under hydrostatic pressure of 150 pounds per square inch and prove watertight. Note: Testing of pressure main lines shall occur prior to installation of the electric control valves. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square inch and proven watertight prior to paving 4. Sustain pressure in lines for not less than four (4) hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. 5. All hydrostatic tests shall be made only in the presence of the City Inspector and the Owner's Authorized Representative No pipe shall be backfilled until it has been observed, tested, and approved in writing REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. IRRIGATION SPECIFICATIONS DISTRICT APPROVED CHANGES 6. Furnish necessary force pump and all other test equipment. 7. When the irrigation system is completed, pertorm a coverage test in the presence of the Owner's Authorized Representative to determine if the water coverage for planting areas is complete and adequate. Furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the Drawings, or where the system has been willfully installed as indicated on the Drawings when it is obviously inadequate, without bringing this to the attention of the Owner's Authorized Representative. This test shall be accomplished before any ground cover is planted 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements. 3 07 MAINTENANCE A The entire irrigation system shall be under full automatic operation for a period of seven (7) days prior to any planting. B. The Owners Authorized Representative reserves the right to waive or shorten the operation period. 3 08 CLEAN-UP Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed or washed down, and any damage occurring to the work of others shall be repaired to original conditions. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE A The Contractor shall operate each system in its entirety for the Owner's Authorized Representative at time of final observation. Any items deemed not acceptable by the Owner's Authorized Representative shall be reworked to the complete satisfaction of the Owner's Authorized Representative. 8. The Contractor shall show evidence to the Owner's Authorized Representative that the Owner has received all accessories, charts, record drawings, and equipment as required before final site observation can occur. 3.10 SITE OBSERVATION SCHEDULE A The Contractor shall be responsible for notifying the City Inspector and the Owner's Authorized Representative in advance for the following observation meetings, according to the time indicated: 1. Pre-Job Conference -7 days 2. Pressure supply line installation and testing -48 hours 3. Field Satellite installation• 48 hours 4. Control wire installation -48 hours 5. Lateral line and sprinkler installation -48 hours 6. Sub-Surface drip system -48 hours 7. Coverage test ~ 48 hourserm 8. Final site observation • 7 days B. During the final inspection, Contractor shall be responsible for having tNo-way radio communication and sufficient personnel to provide instantaneous communication between the inspection area and the controller for the system. a. In addition, Contractor shall install a permanent controller connector at each field satellite installed under this contract b. Supply one (1) Rain Master #RT51RRAD SET remote control transmitler and receiver as part of this contract. c The transmitter and receiver shall be operational and ready for use during the final inspection and shall be turned over to owner al the completion of the job. C. When site observations have been conducted by a party other than the Owner's Authorized Representative, show evidence 1n writing of when and by whom these observations were made. D No site observations will commence without record drawings. In the event the Contractor calls for a site visit without record drawings, without completing previously noted corrections, or without preparing the system for said v1s1t, he shall be responsible for reimbursing the Owner's Authorized Representative at his current hourly billing rate, portal to portal (plus transportation costs), for the inconvenience No further site observations will be scheduled until this charge has been paid and received. PROJECT SHEET NUMBER 1-21 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 38 CITY OF CARLSBAD PLANNING DEPARTMENT PRIVATE (ONSITE) RECYCLED WATER SYSTEM AND LANDSCAPE PLANS FOR: LEGOLAND HOTEL 38 SHEETS an ~DSCAPt {gj-<?? "/1. ""e< :'¼>q, NO. DESCRIPTION APPROVED DA TE DEVELOPERS NAME: LEGOLAND CALIFORNIA INC. 1-'-'-=!-------'===-"-=-------4f'-"-"-C.'-=-=c.+-=='--1 LEGOLAND CALIFORNIA d.d. Pagano inc. •f'(,,t,,J.cft % IRRIGATION CONSULTANTS * 91_"'1'Jaoz+ * 4-705 EAST CHAPMAN AVENUE \. 11r-'2/J,,'2,.012'A ORANGE -CA 92869 u',,_ t?ff{; ~ (714) 771-9200 FAX (714) 771-920 -,,,,_-;--"""'=""":/.o'I:-,; Op CAl.-1~ 1---+--------------+------11--------1 ADDRESS: 1 LEGOLAND DRIVE 1 LEGOLAND DR., CARLSBAD, CA 92024 CARLSBAD, CA 92008 APPROVED /.Z.:-__k,\ f.:[, f;dlJt TELEPHONE: (760) 918-5300 l--+---------------11----1---J._ ________ __'..:::'.:'.:.'.:.'..'..::'.'..:.::::_::::::::::::::::::::::::::::::::::::::::::::=-Jl::o-:::RWN="'sccvc-, -------,--P-RO_J_E_C_T_N_O-.-,--D-R-AW-IN_G_N_O __ _, l---+--------------1-----t----l DATE PLAN PREPARED: ~N~O~V~2~8,~2~01~2~-----1,,-:;M:;,.,,,.P.,;oo":'o"-'n-"o------l PLANNING I-i-'Z-11 DATE CHCKDBY: SDP96-14(C) 47Z-":J.L BY: RICHARD APEL, R. W. APEL LANDSCAPE ARCHITECTS INC R. W. APEL / SHEET 38 OF 38 SHEETS C.M.W.D. JOB NO. _____ _