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Home My WebLink AboutDWG 547-7L; SDP 2023-0012; LEGOLAND CALIFORNIA PROJECT 2025; 01-35Landscape Improvement Plans for -YiiGOLA'tJD ,,"'\ CALIFORNIA 120 n orange ave LEGOLAND California Project 2025 ~ oi orlando, fl 32801 C: i -, 407 .644.2656 t ~-Si OE www.owp.com ,~ 0 ,Oo DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER 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 11-/E LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HA VE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE W/11-1 THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. 9/25/2024 I PHONE NO: ( 760 ) ...e9c.:,:4:,,3=<.0u76,,0'-------DATE SIGNED REG/STRA TION NO: 2825 EXP/RATION DA TE: -'9,,.,/..,3"'0"'--/"'2"'02=6'------ B Y: RICHARD W. APEL WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH 11-/E REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED 71-1/S PLAN IN COMPLIANCE W/11-1 11-/0SE REGULATIONS AND 71-IE LANDSCAPE MANUAL. I CERTIFY THAT 11-IE PLAN IMPLEMENTS 11-IOSE REGULA NS TO PROVIDE EFFICIENT USE OF WATER. a.J .. 9/25/2024 SIG ED UNDER PENAL TY OF P DATE SIGNED PHONE NO: ( 760 ) ..,9'-'4-"-3---""07'-"6"'0'----- REGISTRA TION NO: 2825 EXP/RATION DA TE: _g=/..,3~0"'--/=2=02=6'------ BY: RICHARD W. APEL BACKFLOW PREVENTER TESTING: ALL /RR/GA TION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO 11-IE 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 BY CALLING (760) 438-2722. INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR THE LANDSCAPE ARCHITECT OF WORK'S DES/GNA TED AGENT. REFER TO THE LANDSCAPE SPEC/FICA TIONS 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 SUBMlmNG THE "CERT/FICA TION OF COMPLETION" FORM. EMAIL THE FORM TO: bo@dugmaredesignstudio.com. TO MAKE A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY, CALL (760) 436-7327. INSPECTION OF THE /RR/GA TION SYSTEM INSTALLATION IS REQUIRED BY THE CARLSBAD MUNICIPAL WATER DISTRICT. REFER TO THE /RR/GA TION T/7lE SHEET & NOTES FOR LIST OF REQUIRED INSPECTIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE INSPECTIONS DURING CONSTRUCTION WITH THE APPROPRIATE INSPECTOR. CONTACT THE FOLLOWING TO SCHEDULE INSPECTIONS: 1. THE PROJECT LANDSCAPE ARCHITECT (FOR PLANTING AND /RR/GA TION INSPECTIONS): RICHARD W. APEL TELEPHONE: (760) 943-0760. EMAIL: RICHARD.APEL@RWAPEL.COM 2. CARLSBAD MUNICIPAL WATER DISTRICT (FOR /RR/GA TION INSPECTIONS). TELEPHONE: (760) 438-2722 x7342 CROSS CONNECTION DIVISION. EMAIL: WA TEROCARLSBADCA.GOV PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND 11-IE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCA T/ONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UT/UT/ES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. ADDITIONAL NOTES: 1. A SEPARATE CITY REVIEW AND APPROVAL IS REQU/R/:D FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND /RR/GA T/ON ONLY. 2. ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD S/GNAGE REVIEW PROCESS. C: \DRA'MNG FILES\TITlE SHEETS\XXXX.□WG 7/20/2019 PROJECT LOCATION 1 LEGOLAND Carlsbad, CA Drive 92008 ---~ ~ ....______ LEGOLAND SITE LOCATION PROJECT LOCATION MAP \\ ) j ) 1 1 ' VICINITY MAP CITY OF OCEANSIDE PACIFIC OCEAN 78 CITY OF VISTA AVE CITY OF ENCINITAS DI RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST T\.NO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ~i,10SC4p< \. ..,_ <,_,,'J SJ '/1, APt:. Sj>C! ~;it~ < ~ f:-:.J ,;id), ...->. (j ,, "' -• 0 .J ... * * DRAWING INDEX TITLE CITY SHEET PROJECT SHEET COVER SHEET 1 L-500 LANDSCAPE DEMOLITION PLAN 2 L-501 RECYCLED WATER SYSTEM TITLE SHEET 3 L-600 INNER PARK RECYCLED WATER USE MAP 4 L-601 PROJECT RECYCLED WATER USE MAP 5 L-602 HYDROZONE DIAGRAM & WATER USE CALCS 6 L-603 /RR/GA T/ON LEGEND & NOTES 7 L-604 RECYCLED WA TER /RR/GA T/ON PLANS 8-11 L-605 to L-608 POTABLE WATER WASHDOWN SYSTEM PLAN 12 L-609 /RR/GA TION DETAILS 13-17 L-610 to L-614 /RR/GA T/ON SPECIF/CA 710NS 18-21 L-615 to L-618 EXISTING SYSTEM AS-BUILT /RR/GA T/ON LEGEND 22 L-619 EXISTING SYSTEM AS-BUILT /RR/GA TION PLAN 23 L-620 EXISTING WASHDOWN SYSTEM AS-BUILT PLAN 24 L-621 EXISTING TREE BUBBLER AS-BUILT PLAN 25 L-622 PLANTING LEGEND & NOTES 26 L-700 PLANTING PLANS 27-30 L-701 to L-704 TOPPING MULCH PLAN 31 L-705 PLANTING DETAILS 32 L-706 PLANTING SPECIF/CATIONS 33-35 L-707 to L-709 TOTAL SHEETS 35 35 RELATED DOCUMENTS 1. SITE DEVELOPMENT PLAN/COASTAL DEVELOPMENT PERMIT SOP 2023-0012 / CDP 2023-0022 LEGOLAND CALIFORNIA PROJECT 2025. 2. GRADING PLANS, CITY DWG No. 547-7A 3. BUILDING PLANS, CITY PERMIT No. CBC2024-0168 4. CONSISTENCY DETERMINA T/ON, CD 2024-0018 CL 0 :c :c •• r,-1:'0SCApc ,-\ "' 0 S11;inaturo ... ~D.Q/'2026 * I ote or CA 1,.\ r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 © This (hard copy or glectrcl'ic) drf.111111~ rs ~n inslru11ent of seJVice and the property o!orcuttw1nslow arc shal remain their property. The design o:ofossional shal; not be respons1bfe for any a!teratcns, mod1fi~aiJonc or add1oons made to 1t1g drawiig tiy any party otiefthan the design proless1cnal. Use of this draw,r u shal -be hm1!€d 10 the original si\a fm which :s W8S prapared a,d puOlcation thereof is expmss y im1ted to such use, ie-use or reproduction Unless otherwise egrcod in wnll~g. desi'Jn professl:ina' resor1os all toP}'nght or other property interest m \hlS drall'i~g, a1-:I lt msy no1 be re-used for ery olher i;~r,ose ll'ltholJI t1a design professlQnal's ·1,mtten ronsant Publication by any mellmd In whole or part 15 proh1b1led 1111hout the 11·ritten Damiisslon of the design prof~ssiona, A.r11 information obtained or tor,clusi~.,s dervod Iron, 1111s draw rg shal be at the use(s sole ns~ CJ) (.) <( I-z z-z 00 UJ Cl) er: 0 0 ~ (9 0 N "' z~ LL <( <.) -o ....I "C-j:: _J <( LI") m .0 Ct:'. 0 N m UJ I (_) 0 1ii <.) I-. 0 N ,,-z~ z I-> UJ :::> <( u ;§ "C z (L ....I w C m _J :::::> 0 --, 0 Ct:'. 0 (!) 0 = .5 UJ Ct:'. w er: "' ~ (9 ....I Cl.. C 0 CLIENT CONTACT Tom-Slorer One Legoland Drive, Carlsbad, CA 92008 tom.storer@legoland.com te:: 858.334.8938 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS ---------- DELTA DESCRIPTION ffi City & County plan check ,£ City & County plan check #2 ill City & County plan check #3 PROJECT TEAM: DATE 7101/2024 812912024 912512024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS LANDSCAPE IMPROVEMENT PLANS COVER SHEET SHEET NO. L-500 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RCE __ _ EXP, ___ _ DATE REVIEv/ED BY• INSPECTOR DATE l-------1f-----i-- 1 ------------1----1----1----1------t I SH1EET 11 CITY OF CARLSBAD :=:=:=::...:· ====:::::P:::::L:::A::::N:::::N:::IN:::::G=:D:::::IV:::::IS:::I O:::N::=====::::'. l---t---+-----------------1---1-----+---l----t LANDSCAPE IMPROVEMENT PLANS FOR: LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 LANDSCAPE IMPROVEMENT PLANS COVER SHEET f---+--+---------------l---1----1---1---11 APPROVED:;{!;:_ ,,;f c,:]_ , fd/i,J /z.'-( l------lr---t-----------------1-----+---+---+----I -~P=:LA':':N::::N:;::IN::::G=::====;-;==~========:;-;:::====::::'. DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. 9/30/2026 DESIGNER OF WORK Ex irotion Date: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: =rw~• __ CHKD BY: rwa • RVWD BY: LPC2024-0015 DEV2023-0061 547-?L EXISTING STAR ,IASMINE SHRUBS (TRACHELOSPERMUM JASM/NOIDES) TO REMAIN .. 7 EXISTING RHAPHIOLEPIS 'MAJESTIC BEAUTY' TREES TO REMAIN .. ,,,:.,\ ........ . . .. ' . -.. , -, ., ' .. ''. .. ·. I .. ·. .... .\.. <\ ............ :••·· • .. \ .. .. . \ : ...... . ...... . . ' .. ................. • .. \· .. • .. 1 EXISTING BRISBANE ----rH-, BOX TREE (LOPHOSTEMON CONFERTUS) TO BE REMOVED .. EXISTING RHAPHIOLEPIS INOICA SHRUBS TO REMAIN .. PROTECT IN PLACE EXISTING IRRIGATION CONTROLLERS .. / /,, / ,, / /,, //// ,, ,,,,,, ,, / ,,,, ,, /// //// ,, ✓ I' .I' ,, / // ,, /// ,, /// //// ,, ,, // ,'/// ,, ,, ,, r,, ,,,,,,,,,, / ,,,,,,,, ,, ,, /// // /// ,,,,,..,,,, ,, / / ✓,, ,,,,,,,,,,' ,, ,, ,,,,,, ,, ,,,,,,,, ///// ,, ,, ,, ,.. ,, ,,,,.,,,, //// ,,,,,,,, . . .. ............ : ..... : .. □ : .. : .... i.•~j:···.•• .. •.•·:···•.••• ........ Ii .......... ----PROTECT IN PLACE ----j70,'7,7'.,,;jj;-r~ ............. : .. :: ........ a EXISTING IRRIGATION ;;;; .............. ' □ ,,,,,,,, VALVES. ,,,,,,, 4 EXISTING INDIAN LAUREL FIG TREES (FICUS MICROCARPA) TO BE REMOVED .. PROTECT IN PLACE EXISTING IRRIGATION VALVES .. EXISTING PLANTING TO REMAIN ,'/// ,,,,,,,, ,,,,,,,, ///// ,, / / ✓,, ,, ✓ ,,,.., //// ,,,,,,,. ,,,,,,,, . ,, ,.. ,, / ,, /// /,"/// ,,,,,,,,,, 3 EXISTING DRAGON TREES (DRACEANA DRACO) SHALL BE DUG, BOXED AND STORED FOR REPLANTING IN PROJECT .. CONSULT WITH PARK LANDSCAPE STAFF PRIOR TO DIGGING AND TO ARRANGE FOR ON-SITE STORAGE AND MAINTENANCE .. ™ ----·-~--·· :,MJ11M --W'&lill\l\W½if •-==-~ ·-----···-··----·--,--------------------------------------------------___________ m_ ... ,-,_,,,~ _____________ , _______________ , ___________ @'m"~' w,,~llfillfa'01'i'HWY U'!J"'llillllli-lillilf¼\WR,woo·mm@' ---rw@w:mooe-msoooooooooowoo--@---------@,00 .. ----◊-•~00"'--@~-•-~'"-""""""'"'~-~"~=••'~"""~'=="" __ _ • ... , . ... " . ·,,_._ .; t ;,i-:;--.;,_ ____ _ ., -. ., . - 0 .. • • • • • I LIMIT OF WOR EXISTING PINK TRUMPET TREES TO REMAIN (HANOROANTHUS IMPETJG/NOSUS) EXISTING LIVISTONA PALMS TO BE REMOVED .. CONSULT WITH PARK LANDSCAPE STAFF TO DETERMINE IF TREES SHALL BE SAVED FOR OTHER USE. 2 EXISTING RHAPHIOLEPIS 'MAJESTIC BEAUT¥ TREES TO BE REMOVED. • ·" • .. ·o· ... · -.,--'-,,-. 4 ~ • " • 4 ,,, EXISTING EUPHORBIA, YUCCA AND OTHER MIXED SPECIES TO BE REMOVED .. EXISTING SWEET GUM (LIQUIDAMBAR STYRACIFULA) TREE TO REMAIN .. EXISTING MISC TREES TO BE REMOVED .. ' ............. ' ....... ' '\ \ \ \ \ ------ -- LIMIT OF WORK 3 EXISTING SWEET GUM TREES TO REMAIN (UDUIDAMBAR STYFIACIFULA ) /} • .. :: .... : ...... -::: :" i .. .. .. -~----- • .. ' . I• • • .. . . . . ,·,·,·,·, \ . . . . . . . . . . . . . . . -~-: :~ ""'-: -_ -__ ;·~~~:~:~• ~,~.:~· N·9':~· f.J/:((}://i .",'. , . .. . l ::?:~:r ~;~ . . "' . "' ...... '" ., . . ;,s ~-c";':~:. < ~ /.::.: • ' ... '. ::~:·:t::\'.t~\s2~: [) ~ /[) u) ~::: \ ~ . ,"'."'~ SB:,1:-:-: , : . -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • ·.·.·.·.·.·.·.·,_:._% ·:: ·:.-... . .; ._. .. . :: .. • h:: .. :. · /l.-:·· .. 'r'" ' ' ' ; ;1/1, ,~~ / I I I 11 I I ' , ' /Ill / .:;;. ..... ~~·~ '' ~ n II/ //// I/II II/I/I/I lll///11/IIIIII ,'Ill //I/I/II I ,I I I I / /II .I I 1///1/ 4 • <I ,,., \ --~~------- ~ •••• --------; .... . . . ' ' .... d .... ' ,, ~~ ~,/ " " " V " " v v > " y ' ' y y y > > ' v ' y > > ) ,,,,,, ,,,, ,, ,,,, ,,,,,,,, ,,,, ,'//l/1//II//// ,'lll/l//1111// ////I///////// 11//1//ll ✓//,'I II/I.II/I/II/II llllllll/11111 lllllllll ✓IIII lll,'lllll/1111 LEGEND EXISTING SHRUBS AND GROUNOCOVERS TO BE REMOVED .. PROTECT TREES TO REMAIN IN PLACE AS NOTED .. EXISTING SHRUBS ANO GROUNOCOVERS TO REMAIN .. NOTE: REFER TO CIVIL PLANS FOR DEMOLITION OF EXISTING HAROSCAPE .. ALL EXISTING PLANTING OUTSIDE LIMIT OF WORK LINE SHALL REMAIN IN PLACE (TYP .. ) LIMIT OF WORK 1 EXISTING DATE PALM TO BE REMOVED (PHOENIX DACTYUFERA) .. 6 EXISTING DATE PALMS TO REMAIN (PHOENIX DACTYLIFEflA) .. 5 EXISTING GRAPE MYRTLE TREES TO BE REMOVED (LAGERSTROEMIA INOIGA) .. EXISTING INOIAN HAWTHORN SHRUBS TO REMAIN (RHAPHIOLEPIS INDIGA) EXISTING FICUS TREE TO BE REMOVED .. 2 EXISTING SWEET GUM TREES TO BE REMOVED (LIQU/DAMBAR STYFIACIFULA) .. EXISTING SHINY XYLOSMA SHRUBS TO REMAIN (XYLOSMA CONJESTUM) EXISTING RED FESCUE TO REMAIN (FESTUGA RUBRAJ ,, c.. 0 :c :c •• 120 n orange ave orlando, fl 32801 407 .. 644 .. 2656 I www.owp.com r-w-Apel landscape architects inc . 571 Hygeia Avenue, Unit R Encinitas, CA 92024 (760) 943-0760 CA license #2825 ~ Tt.is {hare copy or electronic/ drawing is an instrunen'. o' sewlce and the properly or orc~tt wmslow and shall rerrnm lhij~ pm party The cesign professional .~hal n□l bP. resp□m;1ble for any altera11ons, nod.fiCOO~ns or add1t1ons made to this drawlf"(l by sny party o'.!iHthanth~dcoign profess.onal. U&a ot thi~ cra·Nmg shall be!rn1ted to the ori,~ ral Sil9 forwh1ch 1s WES prepared arc publlcatrn :liereJf 1s expressly i1m11ed to sucll 'JSB, re-use or rnprodud,on Unless otherwise agreed 1n 'Nntl"(l, OOSign ;nife,sonal reserves all i;opynght or other property interest 1n this dcaw1ng, and ft may 101 ~~ re11sed for any other purpose 1111t110u11rie des1~n pro1ass1onars wlitten co,sent. Pub1,cat1on b)' any mettod 1n who:e or part 13. prohrblted without th~ vrntten perm,ssior, d lhe design prnlessn al Any 1nfo!Fla:ion obtaried or coni;l,Js,oris derived from this Ura·Ning s1~ I be at t~o usets sole 1sk uj :::, a. ~ U) 1-z UJ :; z ~ . UJ (.) I-;:; z U) UJ 0 zz ::::J iS a'.'. ~ UJ 0 :; :i:: <( z 0::: 0 I..J.. --' <( LO u ~ C)N z I- <( u --' w 0 --, (9 0 w 0::: --' CL CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 tom.storer@legoland.com tel: 858.334,8938 DWP PROJECT NO DATE OF ISSUE 4139 09.25.2024 REVISIONS DELTA & Lt, & DESCRIPTION City & County plan check City & County plan check City & County plan check PROJECT TEAM: DATE 7/0112024 8/2912024 9/2512024 R W Apel Landscape Architects, Inc .. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS LANDSCAPE DEMOLITION PLAN SHEET NO .. L-501 APP~OVED =-op IRRIGATION AND ~LANTII\G ONI v, INCLUDING PR-CISE LOCATION OF PLANTING AREA 2 EXISTING SWEET GUM TREES TO REMAIN (L/QU/DAMBAR STYRACIFULA), TITLE REVIEWED BY: INSPECTOR "A-::-:, BUil T" DATE DATE l----l----+-1---------------t---+--t----+--1 I SH2EET 11 .. PLANNING DIVSION ~L=A~N~D~S::;C~A~P::;E=;:IM::;P;R;O~VE;M;;E;N;;;T::P~LA~N~S~F~O~R~::::::::::=====~ CITY OF CARLSBAD 1" = 20' O" 10' 20' 40' LEGOLAND CALIFORNIA PROJECT 2025 1 LEGO LAND DRIVE, CARLSBAD, CA 92008 LANDSCAPE DEMOLITION PLAN I APPROVEDk 41cz;... ,61,,f 12,1 0~L~A~ND~S~C~A~PE~D~E~M~O~Ll~T~IO:,:_:.N_:_P~LA~N:__ ________________________ --'------ t=====t====t================================t=====~====;====~~===~ ~P;=L='AN=N:;IN=='G=:::;;;:;:;:=::::;-;:::===-==T~-==-==~~-==-==~====~~~~~ OWN BY: RWA PROJECT NO.. DRAWING NO .. CHKD BY: -D.R.lliWAco__ LPC2024•0015 547-7L RVWD BY: DEV2023-0061 DATE i INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C: DRAWING FILES TITLE SHEETS CLSB-IP.DWG REVISED: 3 1 2016 SHEET 2 OF 35 SHEETS GENERAL NOTES RECYCLED WATER NOTES 1. 2. 3. 4. 5. 6. 7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EA TING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. BEST MANAGEMENT PRACTICES SHALL BE USED TO EL/MINA TE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. HOSE BIBS ARE STRICTLY PROHIBITED. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STR/CTL Y PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. RECYCLED WATER SYSTEM (PRIVATE) LEGOLAND California Project 2025 1 LEGOLAND DRIVE, CARLSBAD, 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. CA 92008 A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILOING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. PROJECT LOCATION a. ~ :::c: 120 n orange ave orlando, fl 32801 407.644.26561 www.owp.com IRRIGATE 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. C •• 8. 9. HOURS FOR /RR/GA TION WITH RECYCLED WATER ARE FROM 10: 00 P.M. TO 6: 00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION 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. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT 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/CAT/ON THROUGH /RR/GA TION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STR/CTL Y PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE 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 DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL /RR/GA TION 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 REGULA T/ONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF EN V/RONMEN TAL 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 HEALTH. 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 DES/GNA TED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES ANO 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: CHRISTOPHER BRUCHEZ, LEGOLAND LANDSCAPE MANAGER AT TELEPHONE (760) 918-5300 x 760 (OFFICE), OR AFTER HOURS AT TELEPHONE (760) 846-0839 (MOBILE). 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 DRINKING FOUNTAINS AND/OR DESIGN A TEO OUTDOOR EA TING AREAS ON THE SITE. 24. A PHYSICAL $£PARAT/ON SHALL BE PROVIDED BETWEEN ADJACE:NT AREAS IRRIGATE:D WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL BACKFLOW PREVENTER$ SHALL BE TESTED BY A CE:RTIFIE:D TESTER ANO RESULTS MUST BE GIVEN TO THE CITY ANO THE CARLSBAD MUNICIPAL WATER DISTRICT. CALL (760) 438-2722 TO OBTAIN APPROVED CONTRACT BACKFLOW TESTERS. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARO COPPER". BLACK LETTERS B. C. D. E. F. G. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. 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 JNFIL TRA TION RA TE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGA 110N 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, PR/VA TE PA TJOS 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 £DUCA TING 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 IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TJONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, ANO APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. 2. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH /DENT/FICA TION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, J"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 J. ATTACH TO VAL VE COVER WITH EXISTING VAL VE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDE:NT/FIED AS RECYCLED WATER SPRINKLER HEADS. 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 HAVE 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 THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. FIRM AAME & ADDRESS: kd,,A/0-{}L I DATE: 9/25/24 RICHARD W. APEL, R. W. APEL LANDSCAPE ARCHITECTS, INC. 571-8 HYGEIA AVENUE, LEUCADIA, CA 92024 PHONE NO: ( 760) _s9c:,:4:,e.3-_0"'7'-"6"'0'-------- REGISTRATION NO: _....c2c..c8-=2cc..5 ___ EXP/RATION DA TE: ---'9,,__,/c..,3'-"0CJ../.,,2""02,,.,6"------ In Order to Conserve Water ... r-w-Apel DI RT (N.T.S.) ' .--~ l "' / ---" ....._, / -----., I~ PROJECT MAP NOTE: ROUTING OF WATER LINES SHOWN HERE IS DIAGRAMMATIC FOR GRAPHIC CLARITY, NOT TO SCALE. N NOT TO SCALE ffi WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PRO~DE EFFICIENT USE OF WATER. BY: RICHARD w. APEL l2~t.<J-{:.},/L DATE: 9/25/24 f PHONE NO: ( 760 ) ...,9"-4""3'---=0..,_7=-60=------- REG/STRA TION NO: 2825 EXP/RATION DA TE: -=.9,_/3::..:0:..c/-=2-"-02=-6'------ INSPECTION PROCEDURES 1. 2. 3. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HOR/ZONTALL Y AND VERT/CALLY). B. PIPE /DENT/FICA TION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES. D. COVERAGE TEST AFTER COMPLE110N OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION COND/110NS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. ANNUAL INSPECTION SHALL INCLUDE: PROJECT LOCATION WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER IN USE landscape architects inc. DIAL TOLL FREE 1-800-422-4133 A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. ~ I I L-~ PALOMAR AIRPORT ROAD VICINITY MAP LEGEND *SEE SHEET 4 POTABLE WATER METER* RECYCLED WATER METER* BACKFLOW PREVENTION DEVICE* (INSTALL PER CMWV) -W-POTABLE DOMESTIC WATER LINE -FW-POTABLE FIRE SERVICE LINE -RW-RECYCLED WATER LINE (CMWD) -RC-RECYCLED WATER /RR/GA TION MAINLINE "DO NOT DRINK" SIGN* RECYCLED WATER USE AREA OUTDOOR EATING AREA (PROTECTED AGAINST CONTACT WITH RECYCLED WATER) 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 "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. EMAIL THE "FINAL LANDSCAPE CERTIFICATION FORM" TO: BP@DUGMOREDESIGNSTUDIO.COM CITY or OCEANSIDE HIGHWAY 71l PACIFIC OCEAN NOT TO SCALE CITY OF VISTA ALGA CITY OF ENCINITAS VICINITY MAP ti This (hard copy or slect0on1~:1 jrawt1g Is ~r 111st!llrnant of smv:cB and tha o-operty of Jrcutl "Hmslow and s1a'I remain their property, "'.'he des,sn profassional s1all not be re3P(l(ls tie for any altoraUonG, modlflcatlons or addltionG 1rsce 1C· this drawing by any part,' o:hertna, the des1gn profess cr~I. Use of tllls draw rg shall os llmiled to the orig nel slta hr ,,,1·,lch Is ,vas prepared 81d publ cation thereof 1s e(oressly llrrlled to suet-use. re-Jse er reproduction. Unless otheM'lse agreed m v.r,t1ng, design profe>s!onal reseivas all copyrgrt er ot'le· property ,rtarest in this drawing, snd It may 10; J~ re•used for any otrer purpJsewl:!lout tie d~s1gn professlonal'swritten consent. Publ1ca!Jon by any method In whole or part 1s prohio ted without the written permission of the dos1~n profossicnal .. ~ information cl::talned or conclusions derrvgd frorr tl11s draw•ng shall ~g at the us~r's sole rl:ill CL I-00 :::, 0 0 0 N 0:: (.) O> (9 <( Cf) (.) I-LO ,:, z UJ 0:, w ..c u, 2 C\I -c: z 0:, """"") (.) ~ 0 ~ 0:: 0 ·c: w C\I 0 I-,:, z C w ~ 0:, 0 z al' :::i _j 0:: c.. <ll w C 2 0 CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 tom.slorer@legoland.com lei: 858.334.8938 OWP PROJECT NO DATE OF ISSUE 4139.00 09.25.2024 REVISIONS DELTA DESCRIPTION ffi City & County plan check fil City & County plan check fil City & County plan check PROJECT TEAM: DATE 7101/2024 8/29/2024 9/25/2024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS RECYCLED WATER IRRIGATION TITLE SHEET SHEET NO. L-600 < I LU 0 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY (DEHQ) 1 ATE "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 3 CITY OF C.ARLSBAD PLANNING DIVISION 35 SHEETS ~ ~ DO NOT ~ DRINK NO TOME EL AGUA 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTA T/ON IN FIELD. 1------+--+----------------+------+--+----+-----1 PRIVATE ( ON SITE) RECYCLED 1----1----+----------------+---1----+---t------1 WATER SYSTEM FOR: SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS WASH HANDS AFTER CONTACTING LA VESE SUS MANOS DES?UES DE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON ~NYL SIGNS (;'\ TYPICAL SIGNS 0------------ CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: LEGOLAND CALIFORNIA RESORT ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 1-Q~~~R~~~~~-'D-~.2~ TELEPHONE: (760) 918-5300 DA TE PLAN PREPARED: ---'9"-/-=2:=5L/:::20::..:2::.;4c__ ____ _ DISTRICT ENGINEER DA TE BY: R. W. APEL LANDSCAPE ARCHITECTS, INC. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 APPROVED Ai.,._ 111c::;,- PLANNING i INITIAL DRWN BY: RICHARD W. APEL CHCKD BY: ,~ti4/i'{ DATE DRAWING NO. CITY APPROVAL RICHARD W. APEL PROJECT NO. LPC2024-0015 DEV2023-0061 547-7L SHEET 3 OF 35 SHEETS f: t' • I \ y f ~ I \ i \ / t I , I I :~M'/V I y - I I t~ ~~ ~ I t ---~ .__ P O C "B" --......... ..______ . . . -......._ POTABLE WATER P.0.C.: (2) 2" 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. • -....... ✓ ,- I /, I I I '<> ( . 1;. LEGOLAND INNER PARK RECYCLED WATER USE MAP SCALE : 1"=100' 0 50' 100' 200' ~ I I N E9 LEGOLAND PROPERTY LINE P.O.C. "C" RECYCLED WATER P.O.C: (2) 3" METERS, (1) 6" BFP. 95 PSI. POTABLE WATER P.O.C.: (2) 2" METERS, (1) 8" BFP, (1) 6" FIRE ASSEMBLY. 88 PSI CANNON ·--Rw--~,i='ffii.LLew-~ RECYCLED ~ \ POTABLE ENLARGED PLAN OF P.O.C. "A" PROJECT LOCATION SEE SHEET 5 (L-602) FOR PLAN ENLARGEMENT. KEY MAP @ ® IZl2l '-,1-- --VD--- --W!RR-- -----RII----- FH = RECYCLED .,,, \ 1 Ill ~M~(LEGOLAND "CALIFORNIA a. 0 ::c ::c •• 120 n orange ave orlando, fl 32801 407.644.2656 I www.owp.com F CA\.,\ 0 --l * ENLARGED PLAN OF P.O.C. "B" ENLARGED PLAN OF P.O.C. "C" r-w-Apel LEGEND POTABLE WATER METER (EXISTING) RECYCLED WATER METER (EXISTING) BACKFLOW PREVENTION DEVICE POTABLE WATER LINE -BUILDING & FIRE POTABLE WATER WASHDOWN MAINLINE POTABLE WATER IRRIGATION MAINLINE RECYCLED WATER IRRIGATION MAINLINE FIRE HYDRANT r,/,,½'%,1 tlECYCLED IRRIGATION WATER ~~~~ USE AREA 0000004 POTABLE IRRIGATION WATER "-~=;us; USE AREA LOCATION OF "DO NOT DRINK" SIGNS landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 C: Tt1s (hard copy orelact"onl~) :jra111lrig is an 1nst1u1ent of sa"'ice and the pmperty of orwU 111inslow ands 1a I ,a,1,pm lhei-property. Thacesign professional shal not ba res~o131ble for any alterations, nod1ficatfJ~scroc'.d1tlons mado to Um draw1119 b)' eny party ot~ert1a1 the design professional Use or t111s drawmg s1a I be llmlted ~ !Ila o,lg·nal sits fa, wtlch is 'Nas prnparad P.nd pubkil nr lhEreo: 1s exprsssfy limited tn sue~ use, re-use er raproducl or Unless otherwise agreed 1-1 wnmg, des gr profe35k:ir,a reserve, all copyri{lhtorotherpropertyrntorostn t1is dravmg, and ii .11ay not Ile re-u6ed t,rany o'.her purpos~ wthoutthe dGs1gn professlonal's 11'/TttGn consen1 Publlcat1on b}' any melhod 111whole m ~art 1s pml:iMed wltllo~tthavmtten perrnis,1on of the design p,ofess1onal, P,ry Information obtaina:! ortondus1onsde11',ec fro11 :h1sdrnwlng shall be at !he users S·J!G risk <( 0 z ::, er:: 0. ::, 0 0 °" LI.. "' ...J </) >-<( l.C) z N w 0 ~ 0 z 0 N ;'5 z I-ffi 0 ::i 0 >-;;:: w z </) w"' 0 -, zz 0 (9 ii! 9 w er:: WO ~ :c ...J Cl. CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 tom.storer@legoland.com te!: 858.334.8938 00 0 0 N "' <( u 'C m .c m ~ m u '" ~ i§ TI C m 15 = " ~ " C 0 DWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DELTA DESCRIPTION L1:,. City & County plan check fil City & County plan check fil City & County plan check PROJECT TEAM: DATE 7/01/2024 8/2912024 9/2512024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS LEGOLAND INNER PARK RECYCLED WATER USE MAP SHEET NO. L-601 APPROVED FOR IRRIGATION AND PLANTING ONLY, iNCLUDING PRECISE LOCATION OF PLANTING AREA "AS BU IL T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 4 CITY OF CARLSBAD PLANNING DIVISION rn 1---+--+---------------+----t--t----t-------i PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: Not to Scale LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 DEVELOPERS NAME: LEGOLAND CALIFORNIA RESORT ADDRESS: -____ 1_L_E_G_O_LA_N_D_D_· R_IV_E______ ~l-=====t====t================================t=====~====+=====~===~1-,.,,..,,..,,..,,.,.,::,::--::-----;-::;::,.._----------l APPROVED CARLSBAD, CA 92008 10/1,f/zd l----+--+------------------t---t----t---t------J1-P-L_A_N_N_IN_G _____ ""T _____ -r-___ D_A_TE_--, TELEPHONE: (760) 918-5300 1--------------------+--,,-,-=--+,,=,,--t-----------------j--;,;-;:;;:-T;;"=;-t-0~A::;T;:-E --t;;:;IN;:;;l1l~AL;---JDRWN BY: RICHARD W. APEL PROJECT NO. DRAW,NG NO. 7/01/2024 DATE INITIAL DATE INITIAL DATE PLAN PREPARED:-~~~-------CHCKD BY·, LPC2024-0015 547-7L -REVISION DESCRIPTION BY: R. W. APEL LANDSCAPE ARCHITECTS INC ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RICHARD W. APEL DEV2023-0061 SHEET 4 OF 35 SHEETS IRRIGATION WATER USE AREAS SYMBOL DESCRIPTION AREA (SJ) PERCENTAGE mm RECYCLED WATER USE AREA 19,615 S.F. 100% ~ POTABLE WATER USE AREA 0 0 ~ 1"=20' ~O" 10' (D~R~EfCY~C~LE~D~Wry_j_A~T~ER~U~S~E~M~AP~----~========---------'------ 20' 40' a. ~ ::c •• 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 © This (hard cop\' o: alectrorlc) dr8'1ti1g ls en iistrumentoftcrtlco and tho prcpccy of orcutt w nslow and shal remain :heir property The d~slgn prcfesslo~al shall 1,J'.19 responsible for any a terstloos, modlncat1ons or ~:J:Hons ITI000 to t,l'S drnwlng b)i a.1r party ottier than the dasigP profasslollal, Useo(thl~ draVlll"(l st.all be llml:H 10 tre orJgjial o!le for wNch is was ~rnpared aid ~ltlrcallon thoroofls expiessly llrnite:I to sucti use, re-use ~r reproductlon Ur less o:t.erN1se agro!ld r wiling dR;;ign pmfBsslJ.1a: rasBr10s all coll)'Tlghlar other propert>-rterest m 1~15 drnwinQ. and 1! may not be rn·used for any olher PllP05e iil1houtthe deslpn prcfes~IJ1s,'s written eonsent Publi~atlon by any met1od In whole er part 1s prchlbl(Q(! wllhoutlh& wnl'.en Jerm sslon of'.he ,:les{ln professional. A~'/ 01forma!on obtained er cc~dusions derilsd from lhis drawing shall ha al the use(s sole risk <( u; z ::i a::: 0.. ::, 0 ~ LL "' _J (J) I-<( ~ z () "' w 0 :,s !. 0 "' z I- w'-' ::s () I-~ w z"' 0 , w"' zz (9 0 :::JQ "'~ w a::: wo ::;; :r: _J a.. CLIENT CONTACT Tom Storer One Lego!and Drive, Carlsbad, CA 92008 tom.starer@legoland.com tel: 858.334 8938 "' 0 0 N "' '3 -,,; rn -£l .; u <If ~ ·cc □ TI " rn 0 "' "' ~ "' " 0 DWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS OELTA OESCRJPTION ffi City & County plan check ffi City & County plan check £ City & County plan check PROJECT TEAM: OATE 7/0112024 812912024 9/2512024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS RECYCLED WATER USE MAP SHEET NO. L-602 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" Tl TLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 5 CITY OF CARLSBAD PLANNING DIVISION PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: LEGOLAND CALIFORNIA PROJECT 2025 ,-----------------------1-~=====:t====i====================================+=====i=====i=====~=====j 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 RECYCLED WATER USE MAP DEVELOPERS NAME: _.::L::.:EG::.::o:.:L:..:ANc.::D:.......:c __ A-=-u--Fo_R_N_1A_R_Es_o_R_T __ ~=====±====l================================4=====+====+=====t====ih:mi:;;::i,;;=;:;-----:;,---;--:::::::---------:--:-1 ADDRESS: 1 LEGOLAND DRIVE I-APPROVED~ 11 Q .. .._, 10 /,4/Z4 ___ __:::C:..:ARc:,L:=S.=.B:..::AD::..:,_Cc.:.A'----9_20_0_8 _____ ~=====f====f================================+=====t====+=====~===;~P~L~A~N~Ni"r::l~N~G~~~~~~~~~~....!7_.:!.ri~~-::;_"'--::;_"";~'-~-';""-7,_-;_ ___ 1 -;:;;:;-,;-;;:;;;:D:;;:AT;-E-;;;;:;I TELEPHONE: (760) 918-5300 I-DRWN BY: RICHARD W. APEL PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL LPC2024-0015 547-?L DA TE PLAN PREPARED:7 1L./:!.02..1 /02~0°"2cc4:_________ DATE INITIAL REVISION DESCRIPTION OTHER A"PROVAL CITY APPROVAL CHCKD BY:RICHARD W. APEL DEV2D 23·DD61 -ENGINEER OF WORK BY: R. W. APEL LANDSCAPE ARCHITECTS I SHEET 5 OF 35 SHEETS SLA (MW-RY) 1,382 SF \ \ \ \ \ 30' 60' ~ 1"=30' YO" 10' (D1---L_A_ND_S_C_A_PE_H_Y_D_R_O_ZO_N_E_&_W_A_T_ER_US_E_C_A_LC_U_L_AT_I_ON_S ______________ _ DEVELOPERS NAME: LEGOLAND CALIFORNIA RESORT ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 HYDROZONE INFORMATION TABLE PLAN SYMBOL HYOROZONE '• ZONE OR IRRIGATION PLANT TYPE/ HYOROZONE % OF TOTAL VALVE METHOD'* FACTOR'** (PF) AREA (S.F.) .... ' ' ............ ' ......... . , ,,, ... , ... '''' ... HW-R/ SLA SHRUBS R 0.8 1,720 SF ., ... , '' ... , ''' ... • '' '''' ' ''' ... ~ MW-RY/ SLA SHRUBS RY 0.5 12,896 SF 1111111111111111 MW-D / SLA SHRUBS D 0.5 3,749 SF I 111111111111111 MW-8/ SLA TREES s 0.5 130 SF ¼• ¼' ~,-,,;,:,_-✓ ,,, .,/ ,/ "¾' ,,,,.., ✓,,.,, ✓;(✓0 / / ,,.,, MW-Si SLA SHRUBS s 0.5 1,120 SF TOTAL ALL HYDROZONES: 19,B15SF TOTAL SLA: 19,615 SF * Hydrozoncs: n lnigafion Method: VLW = Very low water use plants MS= Micro-spray * ... * Plant Factor from VvUCOl...S IV (Region 3 -South Coastal) LW = Low water use plants S = Spray MW = Moderate water use plants R = Rotor HW = High water use plants B = Bubbler SLA ;:;. Special U~ndscape Area D = Drip (for recycled water use) RY = Rota:y # Ail hyo'rozones are Special landscape Areas (SLA) for recycled water use. MAXIMUM APPLIED WATER ALLOWANCE (MAWA) CALCULATION The MAMA shall be determined by the following equations: Residential: MAWA = (Eto)(0.62)1(0.55 x LA) + (0.45 x SLA)] Non-Residential: MAWA = (Eto)(0.62)1(0.45 x LA)+ (0.55 x SLA)] Abbeviations used in the equations: MAWA Maximum Applied Water Allowance in gallons per year. ETo Evapotranspiration in inches per year. 0.62 Conversion factor to gallons per square foot. 0.55 or 0.45 ET adjustment factor (ETAF) for plant1act□rs and Irrigation efficiency. LA Landscaped area includes special landscape area in square feet. AREA 9% 65% 19% 1% 6% 100% 100% 0.45 or 0.55 The additional ET adjustment factor for a special landscaped area (1.0-0.55=0.45, or 1.0-0.45=0.55) SLA Special landscaped area in square feet. MAWA calculation: MAWA = (44.0*)(0.62)1(0.45 x 19,615) + (0.55 x 19,615)] (27.28)[(8,827) + (10,788)] (27.28)(19,615) 535,097 • ETo used is per Carlsbad Landscape Manual. East of 1-5 and West of El Gamino Real = 44.0 Maximum Applied Water Allowance = 535,097 gallons per year. ESTIMATED TOTAL WATER USE (ETWU) The following equation shall be used to calculate the ETWU for each landscaped area and fue entire project ETWU = (ETo)(0.62) (PF~HA + SLA) Abbeviations used in the equations: ETWU Estimated total water use in gallons per year. ETo Evapotranspiration in inches per year. 0.62 Conversion factor to gallons persquare foot. PF Plant 1actor from WUCOLS. HA Hydrozone area in square feet. Each HA shall be classified based upon the data included ln the landscape and irrigation plan as high, moderate, low, or very low water use. IE Irrigation Efficiency of the irrigation method used in the hydrozone. SLA Special landscaped area in square feet. HYDROZONE TABLE FOR CALCULATING THE ETWU CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Hydrozone Number (1-5 with SLA Zone Below) Process Step No, HW-R/SLA MW-RY/SLA MW-DISLA MW-B/SLA MW-S/SLA Evapotranspiration Rate 1 , (ETo)' Conversion Factor , 2 . ' (Step 1 x Step 2) 3 Plan1 Factor (PF)" (From WUCOLS)(VLW-HW) 4 : (0.1-0.8) Area of Hydrozone (s.f.) • 5 ' (HA) (Step 4 x S1ep 5) 6 Irrigation Efficiency (IE)*** : -j 7: (Step 6 / Step 7) . ,• 8 '•,: ·• (Total All S1ep 8 + Total ' . SLA s.f. in Step 5) • 9 •.•• (Step 3 x S1ep 9) Estimated To1al Wa1er Use in gallons ·• per year (ETWU) -To1al 10 ·-• shall not exceed MAWA * ETo: , West of 1-5 = 40.0 East of 1-5 and West of El Camino Real -44.0 East of El Camino Fieal = l7.0 0.8 1,720 1,376 0.72 1,911 * Applicant may provide a different ETo if supported by documentation subject to approval by the City Planning Division. 44.0 0.62 27.28 0.5 0.5 0.5 0.5 12,896 3.749 130 1,120 6,448 1,875 65 560 0.75 0.80 0.75 0.72 8,597' 2,344* 87* 778* 19,615' *st~p 8 ~ilues not included in step g calwlation since all z:mes arn SLA's. 535,097 gallons per year ✓ (does not exoeed MAWA) ** Plant Factor & Water Use; 0,1 = VLW-Very low water use plants 0.3 = LW-Low water use p!anls 0.5 = MW -Moderate water use plants 0.8 = HW-High water use plants *"'*IE: Micro-spray= 0.80 Spray= 0.72 Rotor =0.72 Rotary= 0.75 Bubbler= 0.75 iJrip = 0.80 ESllMATED MAXIMUM IRRIGATION FLOW □EMANO: 52 GP.M. C. 0 ::c ::c •• 120 n orange ave orlando, fl 32801 407.644,2656 I www.owp.com r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 © ~hls{hard co~·{crelec1ronlc) draw rg is an instrunem or sef\Jlce and the p.-opertyoforcult wlnslo11U and sliall nrnaln tlrnir ~ro~erty Tim cosign prolessonal shall rc·t Ce ref~Onsibla for g,y ellerallons, mo:lifcatlons er aCC:itlons made to tfa drawing ,very party other than tho design ~ro'c~slonal. Use of t111s di awing shall be lim·tad to the onglnal site forwhl~h Is "'as prf~arM ard publtatcr tt"erao' Is expressly hm1!ed tu such usa, r8-uss or reproduction. Unless cthefVllsa agreed in wrl~ng, design pro!essiorel reserves all copyright or other proporty lntorost 11 this drnwlng, and t may not b8 ra--used for any other purpose without tho design professlonal's w~lten conse~I. Publlcatbn by anf fll8:toc ii w-10 e 01 part is prohilited without the wrlltsn rFFnisslon of ths c&Sign professicnal Ary information obtained or conclus·cns derived from thi; drawing 3hall 00 at the use~s sole nsk <( U) z :::i 0::: a. 0 :::, B! LL <'.) _J U) f--<( I,!) z N w 0 ::s 0 .:; 0 N "' z I-Cl'. • <( 0 WO f--.:; _J LU z U) W<'.) 0 -, zz 0 (9 :::i i3 0::: O'.'. -' LU wo 0.. ::s :c _J CLIENT CONTACT Tam Storer One Legoland Drive, Carlsbad, CA 92008 tom.storer@legoland.com tel: B58.334.B938 "' 0 0 N "' <( 0 -c m .c 00 ~ m 0 ,,--e 0 -c C m 0 "' " -' " C 0 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DELTA DESCRIPTION & City & County plan check a", City & County plan check .6',, City & County plan check PROJECT TEAM: DATE 7101/2024 8/29/2024 9125/2024 R W Apel Landscape Architects, Inc, PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS LANDSCAPE HYDROZONE DIAGRAM & WATER USE CALCULATIONS SHEET NO. L-603 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 6 CITY OF CARLSBAD PLANNING DIVISION 1----+--+----------------+----+--1---+---1 PRIVATE (ON SITE) RECYCLED WATER SYSTEM FOR: LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 HYDROZONES & WATER USE CALCS 1-----+-----l-----------------+---+---t---t-----1AFPROVED TELEPHONE: (760) 91 B-5300 PLANNING 1----------------------+---c-=c---+-==:-t------------------t---::-:-::::-+:-:=:-:--t-:=::--t-::1N-::-,1n::-A:--:L-JDRWN BY, RICHARD W. APEL DA TE PLAN PREPARED: _,_7-'-/-"0-'-'1 /'--'2=--'0'-=2'-'4________ DATE INITIAL DATE INITIAL DA TE REVISION DESCRIPTION BY: R. W. APEL LANDSCAPE ARCHITECTS INC ENGINEER OF WORK OTHER APPROVAL CHC,D BY, C TY APPROVAL RICHARD W. APEL PROJECT NO. LPC2024-0015 DEV2023-0061 DRAWING NO. 547-7L SHEET 6 OF 35 SHEETS GENERAL IRRIGATION CONSTRUCTION NOTES: 1. RECONSTRUCTION, RETROFITTING AND/OR MODIFICATION OF THE EXISTING IRRIGATION SYSTEM WILL BE REQUIRED DUE TO THE CONSTRUCTION OF THE NEW PROJECT WITHIN THE LARGER PARKWIDE EXISTING IRRIGATION SYSTEM. UNLESS OTHERWISE NOTED ON THE PLANS, THE EXISTING LEGOLAND IRRIGATION SYSTEM LOCATED OUTSIDE OF THE LIMITS OF THE NEW PROJECT AREA SHALL REMAIN OPERATIONAL WHILE THE NEW PROJECT IS UNDER CONSTRUCTION. THERE ARE EXISTING IRRIGATION MAINLINES AND CONTROL WIRE THAT WILL NEED TO BE RELOCATED PRIOR TO SITE DEMOLITION IN ORDER TO ALLOW FOR THE CONTINUED OPERATION OF THE EXISTING LEGOLAND IRRIGATION SYSTEM DURING PROJECT CONSTRUCTION. PRIOR TO SITE DEMOLITION, THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH THE OWNER'S ON-SITE IRRIGATION MANAGER TO PLAN FOR THE DEMOLITION PHASE AND INSTALL ANY TEMPORARY AND/OR PERMANENT MAINLINE AND WIRE RELOCATIONS, CONNECTIONS OR MODIFICATIONS AS MAY BE NEEDED. THE IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL ALL TEMPORARY AND PERMANENT MODIFICATIONS TO THE EXISTING IRRIGATION SYSTEM AS PART OF HIS CONTRACT SCOPE OF WORK AND PRICE. NOT ALL REQUIRED MODIFICATIONS TO THE EXISTING SYSTEM MAY BE SHOWN ON THE PLANS DUE TO UNOBSERVED OR BURIED SYSTEMS WHERE AS-BUILT PLAN INFORMATION IS NOT AVAILABLE OR IS INACCURATE. 2. 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 THE APPROXIMATE LOCATIONS SHOWN ON THE DRAWINGS. EXACT LOCATIONS FOR POINTS OF CONNECTIONS, RELOCATION OF THE EXISTING ELECTRIC CONTROL VALVES AND CONTROL WIRE ROUTING SHALL BE COORDINATED WITH THE OWNER'S ON-SITE IRRIGATION MANAGER. 3. THE IRRIGATION DRAWINGS WERE PREPARED USING THE ORIGINAL SYSTEM IRRIGATION DRAWINGS AS A GUIDE. THE PROVIDED "AS-BUILT" IRRIGATION PLANS ARE DIAGRAMMATIC AND MAY NOT BE ENTIRELY ACCURATE. CHANGES MAY HA VE BEEN MADE TO EXISTING SYSTEMS THAT ARE NOT SHOWN ON THE AS-BUILT PLANS. IT SHALL BE THE RFSPONSIBIIITY OF THE IRRIGATION CONTRACTOR TO VERIFY ALL EXISTING SYSTEMS. 4. ALL EXISTING IRRIGATION SYSTEMS OUTSIDE THE PROJECT AREA SHALL REMAIN OPERATIONAL. CUT AND CAP EXISTING NON-PRESSURE LATERAL LINE PIPING AS REQUIRED TO COMPLETE THE NEW IRRIGATION CONSTRUCTION. INSTALL NEW LATERAL LINE CONNECTIONS TO EXISTING HEADS INTENDED TO REMAIN IN PLACE AND OPERATIONAL AND CONNECT TO NEW AND/OR EXISTING REMOTE CONTROL VALVES. 5. 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. 6. UNLESS OTHERWISE NOTED AS EXISTING TO REMAIN, THE CONTRACTOR SHALL REMOVE ALL EXISTING IRRIGATION MATERIAL 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 MATERIALS AND EQUIPMENT SCHEDULED FOR REMOVAL (EXCEPT IRRIGATION PIPING), SHALL BE TURNED OVER TO THE OWNER'S IRRIGATION MANAGER. ANY ITEMS NOT WANTED BY THE OWNER, PLUS ALL OTHER MATERIALS REMOVED, SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF BY THE CONTRACTOR. 7. UNLESS OTHERWISE NOTED, ALL IRRIGATION EQUIPMENIT AND MATERIALS SHALL BE NEW. DO NOT REUSE OLD PARTS FROM THE DEMOLISHED SYSTEM. INSTALL NEW SYSTEMS IN SUCH A MANNER THAT THE NEW IRRIGATION SYSTEM WILL BE COMPATIBLE WITH THE EXISTING SYSTEM TO PROVIDE A COMPLETE AND EFFICIENT OPERA TING SYSTEM. 8. FIELD ADJUSTMENTS TO THE IRRIGATION DESIGN MAY BE REQUIRED TO PROVIDE OPTIMUM OPERATION EFFICIENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE LANDSCAPE ARCHITECT TO REVIEW FIELD ADJUSTMENTS PRIOR TO INSTALLATION. IN THE EVENT NO CONTACT IS MADE WITH THE LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY. 9. PERMISSION TO SHUT OFF IRRIGATION WATER FOR DEMOLITION OF THE EXISTING IRRIGATION SYSTEM SHALL BE APPROVED BY THE OWNER'S ON-SITE IRRIGATION MANAGER PRIOR TO SHUT-OFF. 10. SO AS TO PROVIDE MINIMUM DOWN TIME DURING CONNECTION OF THE NEW IRRIGATION SYSTEM TO THE EXISTING IRRIGATION SYSTEM MAINLINE, ALL NEW IRRIGATION SYSTEMS SHALL BE INSTALLED AND READY FOR OPERATION, INCLUDING PRESSURE TESTING OF IRRIGATION MAINLINE PIPING, PRIOR TO FINAL CONNECTION TO EXISTING IRRIGATION PIPING. 11. ALL EXISTING IRRIGATION SYSTEMS TO BE RETROFITTED UNDER THIS CONTRACT, SHALL BE INSTALLED IN ACCORDANCE WITH AND BROUGHT UP TO THt STANDARDS SHOWN ON THE IRRIGATION CONSTRUCTION DRAWINGS AND SPECIFICATIONS. 12. REFER TO THE "AS-BUILT" RECORD DRAWINGS OF THE EXISTING IRRIGATION SYSTEM FOR ADDITIONAL INFORMATION AND TO ASSIST WITH RETROFITTING THE EXISTING SYSTEM. THE AS-BUILT DRAWINGS ARE DIAGRAMMATIC AND NOT GUARANTEED TO BE ACCURATE. ALL EXISTING SYSTEMS SHALL BE VERIFIED IN THE FIELD BY THE IRRIGATION CONTRACTOR. 13. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE THEMSELVES WITH ALL EXISTING AND PROPOSED SITE CONDITIONS, GRADE DIFFERENCES, LOCATION OF BUILDINGS, WALLS, UTILITIES, ETC. AND COORDINATE THEIR WORK WITH THAT OF THE OTHER TRADES. 14. THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO INSTALL ALL IRRIGATION SLEEVES THROUGH AND/OR UNDER WALLS, ROADWAYS, PAVEMENT, FOUNDATIONS, STRUCTURES AND OTHER SITE FEATURES. COORDINATE THIS WORK WITH THE SCHEDULES AND WORK OF THE OTHER TRADES. INSTALL SLEEVES BEFORE THE OVERLYING WORK IS CONSTRUCTED. NOT ALL REQUIRED SLEEVES MAY BE SHOWN ON THE DRAWINGS. 15. THE IRRIGATION DESIGN PLANS ARE DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DRAW NG CLARITY ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE EVER POSSIBLE. A VOID CONFLICTS BETWEEN THE SPRINKLER SYSTEM AND UTILITIES, PLANTING, ARCHITECTURAL STRUCTURES AND OTHER SITE FEATURES. 16. THt 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 IRRIGATION CONTRACTOR SHALL VERIFY THE EXISTING WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT TO THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION. IN THE EVENIT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 17. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPENCIES BETWEEN lHE DRAWINGS AND ACTUAL SITE CONDITIONS EXIST THAT MIGHT NOT HA VE BEEN CONSIDERED IN THE DESIGN. SUCH DIFFERENCES BETWEEN SITE CONDITIONS AND THE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 18. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL THREADED CONNECTIONS AND ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 19. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED (INCLUDING SLOPES), UNLESS OTHERWISE INDICATED ON THE PLANS. 20. THE CONTRACTOR SHALL FLUSH ALL PIPING OF DIRT AND DEBRIS BEFORE INSTALLATION OF SPRINKLER NOZZLES AND DRIP IRRIGATION EMITTERS AND DRIPLINE TO PREVENT CLOGGING. 21. ADJUST ALL SPRINKLER HEADS TO OPTIMIZE COVERAGE AND TO PREVENT OVER-SPRAY ONTO PAVEMENT, ROADWAYS, BUILDINGS, ETC. INSTALL RAINBIRD "PCS" PRESSURE COMPENSATING SCREENS AS NEEDED. SELECT THE BEST SPRAY NOZZLE RADIUS AND ARC TO FIT THE SHAPE OF THE AREA TO BE IRRIGATED. ADJUST THE FLOW CONTROL OF EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH ZONE. 22. UNLESS INDICATED OTHERWISE ON THE PLANS AND/OR CONTRACT DOCUMENTS, THE IRRIGATION CONTRACTOR SHALL VERIFY IF ANY ELECTRICAL POWER SERVICES NEEDED FOR THE IRRIGATION SYSTEM IS EXISTING OR IF NEW SERVICES WILL BE PROVIDED AND INSTALLED BY OTHERS. ELECTRICAL SYSTEMS INSTALLATION SHALL ONLY BE PERFORMED BY AN INDIVIDUAL TRAINED AND LICENSED TO INSTALL ELECTRICAL WORK. THE ELECTRICAL INSTALLER SHALL COORDINATE WITH THE UTILITY COMPANY AND MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL SERVICE TO THE IRRIGATION CONTROLLER. 23. INSTALL CHECK VALVES ON THE RISERS OF ANY SPRINKLERS EXHIBITING LOW HEAD DRAINAGE. USE HUNTER MODEL "HCV" CHECK VALV[ OR APPROVED ALTERNATE. SPRAY IRRIGATION LEGEND PATTERN SYMBOL MANUFACTURER MODEL NO. DESCR PTION NOZZLE RADIUS (DEGREES) G.P.M P.S.I. @ RD12-S-P-45-NP RDl 800 SERIES 12" POP-UP SPRAY R-VAN24 17'-24' " 45-270 0.84-2.52 45 RAIN BIRD HEAIJ, SF:AL-A-MATIC, "-!J PSI, NON POTABLE COVER @ RAIN BIRD R-VANi8 13'-18' • 45-270 0.5-1 .51 45 @ RAIN BIRD R-VAN14 ,I/ 8'-14' ~ 45-270 0,32-D,94 45 12" POP-UP ROTOR, PART CIRCLE, 180 @ RAIN BIRD 5012-PC-SAM W/ PRS PRESSURE REGULATOR, 5000-MPR-25-H 25' [ADJ. 1.98 45 -R-NP SEAL-A-MATIC CHECK VALVE & 40-360) NON-POTABLE COVER RDI 800 SERIES 6" POP-UP SPRAY @ RAIN BIRD RD06-S-P-30-NP HEAD, SEAL-A-MATIC, 30 PSI, NON [2-4) SQ-HLF 2.5' or 4' SQ 180 0.23 30 POTABLE COVER RDl800 SERIES 12" POP-UP SPRAY ft RAIN BIRD RD 12-S-P-30-NP HEAD, SEAL-A-MA TIC, 30 PSI, NON Ul0H 10' 180 0.82 30 POTABLE COVER ~ RAIN BIRD UIOQ 10' 90 0.41 30 ,1/ PRECIP. DETAIL DWG RATE (IN/HR) SHT./NO. 0.61-0.71 3/15 0.64-0.73 3/15 0.61-0.70 3/15 0.61-D.70 5/15 4/15 0.54-1.22 6/15 1.58-1.83 3/15 1.58-1.83 3/15 IRRIGATION EQUIPMENT LEGEND NOTE: EXISTING EQUIPMENT IS SHOWN IN GRAY TONE ON PLANS. SYMBOL MANUFACTURER MODEL NO. DETAIL No. DESCRIPTION /SHI.No. !SATI RAIN BIRD ESP-SAT EXISTING FIELD SATELLITE CONTROLLER. EXISTING [g] RAIN BIRD CCU-28 EXISTING CLUSTER CONTROL UNIT. EXISTING ~ WILKINS 375 EXISTING REDUCED PRESSURE BACKFLOW PREVENTION DEVICE. EXISTING IZIZI FEBCO 825y -2" Z' REDUCED PRESSURE BACKFLOW PREVENTION DEVICE -TEMPORARY INSTALLATION 3/17 FOR HIGH LINE. l'lil [I] BERMAD 100 SERIES EXISTING MASTER VALVE/BASKET STRAINER ASSEMBLY. NORMAL.LY OPEN MASTER VALVE EXISTING hYfLOW WITH 24 VOLT LOW AMPERAGE IRRIGATION SOLENOID. ~ DATA INDUSTRIAL IR-220-P EXISTING IRRIGATION LINE AND/OR WASHDOWN SYSTEM FLOW SENSOR. EXISTING • • RAIN BIRD PESB-R-PRS-D ELECTRIC REMOTE CONTROL VALVE WITH PRESSURE REGULATION FOR RECYCLED WATER, 1/14 SIZE AS NOTED*** (EXISTING TO REMAIN SHOWN SHADED) 2/14 E:XISTING NEW @ RAIN BIRD 44LRC I" QUICK COUPLING VALVE AND KEY FOR USE WITH POTABLE WATER ONLY --FOR 6/13 INSTALLATION ON WASHDOWN SYSTEM. () HQ-44-LRC-AW 1" QUICK COUPLING VALVE FOR RECYCLED WATER USE. ACME THREAD CONNECTION 5/13 HUNTER KEY, LOCKING PURPLE COVER. f5 J: J: 120 n orange ave orlando, fl 32801 407,644.2656 I www.owp.com # INSTALL PURPL[ NON-POTADL[ COVER ON All POP-UPS IN RECYCLED WATER SYSTEMS. • ADJUST RADIUS OF ROTORY SPRINKLERS FOR HEAD-TO-HEAD COVERAGE. PVC BALL VALVE, SIZES 3" AND SMALLER: FULL BLOCK TRUE UNION SCHEDULE 80 PVC BALL •• INSTALL CHECK VALVES ON RISERS OF ANY SPRINKLERS EXHIBITING LOW HEAD DRAINAGE. USE HUNffR MODEL "HCV" CHECK VALVE OR APPROVED ALTERNATE. DRIP IRRIGATION LEGEND SYMBOL MANUF. MODEL NO. DESCRIPTION DETAIL/ SHEET I" DRIP CONTROL ZONE VALVE ASSEMBLY: RAIN BIRD 100 PESB-R ELECTRIC ~ s CONTROL VALVE FOR RECYCLED WATER, PRB-QKCHK-100 SERIES l" RAIN BIRD 100-PESB-R PRESSURE REGULATING BASKET FILTER WITH 200 MESH SCREEN AND SPEARS 2/16 EXISTING NEW I" SCHEDULE 80 THREADED BALL VALVE. ALL ASSEMBLY FITTINGS AND NIPPLES SHALL BE l". SEE DETAIL FOR ADDITIONAL INFORMATION. TECHLINE HCVXR-RW 17mm DRIPLINE FOR RECYCLED WATER WITH FLOW RATE OF 0.53 GPH AND 12" EMITTER SPACING. TUBING IS PURPLE STRIPED, 1, 3, 4, 6, 7 ---------NETAFIM TLHCVXR-RW5-12 PRESSURE COMPENSATING, WITH HIGH CHECK VALVE IN EACH EMITTER. / SHT 16 INSTALL DRIPLINE ROW SPACING AT 12" TO 18" ON CENTER PER PLANS. FLOW=0.88 GPM/100'. ® AUTOMATIC LINE FLUSHING VALVE. INSTALL PER MANUFACTURERS NETAFIM L050MFV-l RECOMMENDATIONS. CONNECTTO PVC PER DETAILS. FOR RECYCLED 2/17 WATER. NOT REQUIRED FOR POTABLE DRIP SYSTEMS. e AIR/VACUUM RELIEF VALVE WITH I /2" MPT INLET TO BE CONNECTED TO NETAFIM TLAVRV fECHLINE RW DRIP LINE. FOR RECYCLED WATER. NOT REQUIRED FOR 5/16 POTABLE DRIP SYSTEMS @) RAIN BIRD OPERIND POP-UP DRIP IRRIGATION OPERATION INDICATOR WITH PURPLE CAP. 4/15 NETAFIM SEE DETAIL DRIPLINE SUPPLY MANIFOLD AND/OR EXHAUST MANIFOLD 3, 7 ■ ■ ■ / SHT 16 IRRIGATION SLEEVING NOTES SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING AND CONTROL WIRE INSTALLED UNDER HARD SURFACES SUCH AS PAYING, WALLS, CURBS, FOOTINGS, FOUNDATIONS, AND OTHER SITE FEATURES. SLEEVE PIPE TYPE SHALL BE PVC SCH 80 UNDER VEHICULAR AREAS (ROADS, DRIVEWAYS, PARKING, ETC.) AND PVC SCH 40 UNDER NON-VEHICULAR AREAS. REFER TO THE CHART BELOW FOR SLEEVE SIZES AND M!NIMUM COVER. SLEEVES SHALL BE INSTALLED BY AND INCLUDED IN THE PRICE OF THE IRRIGATION CONTRACTOR. NOT ALL SLEEVES MAY BE SHOWN ON THE PLANS. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE ITSELF WITH THE PROJECT DRAWINGS AND EXISTNG SITE CONDITIONS TO DETERMINE WHERE SLEEVES WILL BE REQUIRED AND TO COORDINATE INSTALLATION OF SLEEVES WITH THE OTHER TRADES BEFORE HARD SURFACES AND ELEMENIS ARE INSTALLED. IRRIGATION PIPE SIZE 1/Z'TO 1-1!<" I 1/2" TO 2" 2 1/2" TO 3" 4" 6" > 6" CONTROL WIRE [BUNDLED] SLEEVE SIZES, TYPES & COVER SLEEVE SIZE MINIMUM SLEEVE COVER MINIMUM SLEEVE COVER AT AT VEHICULAR AREAS* NON-VEHICULAR AREAS• 3" 36" 18" 4" 36" 18" 6" 36" 24'' 8" 36" 24' 12" 36" 36' -··-··--~ ---,_,,. -- PIPE+ 4' 48" 36' 4" SAME AS IRRIGATION SAME AS IRRiGATION MAINLINE MAINLINE ' MINIMUM SOIL COVER OVER SLEEVE, NOT TO INCLUDE THICKNESS OF PAVEMENT, BASE, FOOTINGS, FOUNDATIONS. ETC. PIPE SIZING CHARTS PIPE VELOCITIES NOT TO EXCEED 5 FEET PER SECOND. PVC SCHEDULE 40 PIPE PVC CLASS 200 PIPE PVC CLASS 315 PIPE FLOW (GPM) PIPE SIZE FLOW (GPM) PIPE SIZE FLOW (GPM) PIPE SIZE 0-4 1 /2" 0-10 3/4'' 0-6 1 /2" 5-7 3/4" 11-16 1" 7-9 3/4" 8-12 l " 17-26 1-1 /4" 10-14 I" 13-22 1-1/4" 27-35 1-1 /2" 15-22 1-1/4'' 23-30 1-1 /2" 36-55 2" 23-30 1-1/2'' 31-50 2" 56-80 2-1 /2" 31-45 2" 51-70 ?-1 /2" 81-120 3" 46-70 2-1/2" 71-110 3" 121-200 4" 71-100 3" THRUST BLOCKS INSTALL THRUST BLOCKS ON MAIN LINES 3" AND ABOVE AT ALL ELBOWS AND AT POINTS OF CHANGE IN PIPE DIRECTION. THRUST BLOCKS SHALL CONSIST OF A MINIMUM OF 1 CUBIC FOOT OF 2,000 PSI CONCRETE. SEE THRUST BLOCK DETAIL 7/ SHEET 9. IRRIGATION AS-BUILT PLANS REQUIRED IRRIGATION AS-BUILT PLANS ARE REQUIRED TO BE SUBMITTED TO THE CITY OF CARLSBAD ENGINEERING AND PLANNING DIVISIONS, THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO PREPARE AND PROVIDE TO THE LANDSCAPE ARCHITECT THE IRRIGATION AS-BUILT PLANS AS REQUIRED AND DESCRIBED IN THE IRRIGATION SPECIFICATIONS, PART 1, SECTION 1.4 SUBMITTALS, B. RECORD DRAWINGS. THE AS-BUILT PLANS SHALL BE DRAFTED CLEARLY IO IHE SATISFACTION OF THE LANDSCAPE ARCHITECT AND CITY. AFTER REVIEW AND APPROVAL OF THE AS-BUILT PLANS BY THE LANDSCAPE ARCHITECT, HE WILL SUBMIT THE PLANS TO THE CITY FOR REVIEW AND APPROVAL. FINAL AS-BUILT IRRIGATION PLANS ARE REQUIRED TO BE REVIEWED, APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. IRRIGATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE CMWD SPECIFICATIONS FOR IRRIGATION SYSTEMS USING RECLAIMED WATER. ~ <D D.,. • ][ D -IRR- -wo- LASCO SLO-CLOSE VALVES W/EPDM O-RINGS, THERMOPLASTIC GEAR DRIVEN OPERATING NUT AND SOCKET END CONNECTORS. LINE SIZE. NIBCO F-619-RW BRONZE GATE VALVE/ ISOLATION VALVE, SIZES 4" AND LARGER. BRONZE FLANGED GATE VALVE WITH 2" OPERATING NUT, LINE SIZE. AS APPROVED SUBMIT RECYCLED WATER "DO NOT DRINK" SIGN. SUBMIT SUBMIT CONNECT NEW IRRIGATION LATERAL LINE TO EXISTING IRRIGATION LATERAL LINE. INSTALL APPROPRIATE PVC FITTING TO MAKE CONNECTION (TEE, ELL, STRAIGHT CONNECTOR) PROVIDE MINIMUM 12" CLEAR SEPARATION BETWEEN PROPOSED NEW RECYCLED WATER SUBMIT SUBMIT MAINLINE AND EXISTING R.W. MAINLINE WHILE IRRIGATION SYSTEM IS HIGHLINED. THE PIPE TRENCH SHALL REMAIN OPEN AND VISIBLE FOR INSPECTION AT ALL TIMES. THE FINAL CONNECTION OF NEW MAINLINE TO EXISTING MAINLINE SHALL ONLY BE MADE AFTER SUCCESSFUL CROSS-CONNECTION TEST AND APPROVAL FROM CMWD AND DEHQ. SUBMIT SUBMIT CUT AND CAP EXISTING IRRIGATION PIPE WITH PVC CAP, LINE SIZE. BURIED PRESSURE MAIN L!NE PIPING FOR RECYCLED WATER IRRIGATION SYSTEM: USE PVC CLASS 200 WITH RING-TITE JOINTS FOR SIZE 4". USE PVC CLASS 315 WITH SOLVENT WELDED JOINTS FOR SIZES 2", 2-1/2", 3". USE PVC SCH. 40 WITH SOLVENT WELDED JOINTS FOR SIZES 1-1/Z' AND SMALLER. PIPE SIZE AS NOTED ON PLANTS. PIPE SHALL BE PURPLE COLOR AND LABELED FOR RECYCLED WATER USE PLR SPECIFICATIONS. BURIED PRESSURE MAIN LINE PIPING FOR POTABLE WATER PAVEMENT WASHDOWN SYSTEM: USE PVC CLASS 200 WITH RING-TITE JOINTS FOR SIZE 4". USE PVC CLASS 315 FOR SIZES 2"-3". USE PVC SCHEDULE 40 FOR SIZES 1-1/2" AND SMALLER. PIPE SIZE AS NOTED ON PLANS. USE WHITE COLORED PIPE FOR POTABLE WATER USE. TEMPORARY POTABLE WATER PRESSURE HIGH-LINE PIPING, INSTALLED ABOVE GROUND. SEE HIGH-LINE NOTES ON IRRIGATION -PW HL-PLAN. USE ,f' SIZE PVC CLASS 200 WITH RING-TITE JOINTS, WHITE COLORED PIPE FOR POTABLE WATER USE. A FIRE HOSE WITH EQUIVALENT FLOW CAPACITY MAY BE SUBSTITUTED WITH APPROVAL. TEMPORARY RECYCLED WATER PRESSURE HIGH-LINE PIPING, INSTALLED ABOVE GROUND. SEE HIGH-LINE NOTES ON IRRIGATION -RW HL-PLAN. USE 4" SIZE PVC CLASS 200 WITH RING-TITE JOINTS, PURPLE COLORED PIPE FOR RECYCLED WATER USE. A PURPLE COLORED FIRE HOSE WITH EQUIVALENT FLOW CAPACITY MAY BE SUBSTITUTED WITH APPROVAL. NOT SHOWN --ICW- --FS-- --cc-- BURIED NON-PRESSURE LATERAL LINE PIPING: USE PVC SCHEDULE 40, SIZES AS NOTED ON PLANS. USE PURPLE COLORED PIPE FOR RECYCLED WATER AND WHITE COLORED PIPE FOR POTABLE WATER SYSTEMS. BURIED PVC IRRIGATION PIPE SLEEVE INSTALLED UNDER PAVED AREAS. SLEEVES SHALL BE INSTALLED BY THE IRRIGATION CONTRACTOR. SEE SLEEVING NOTES ON THIS SHEET FOR PIPE TYPES BY SIZE. IRRIGATION REMOTE CONTROL VAL VE CONTROL AND COMMON WIRES BETWEEN A FIELD SATELLITE AND ELECTRIC CONTROL VALVES ARE NOT SHOWN ON PLANS BUT SHALL BE INSTALLED ALONG THE SIDE OF PRESSURE MAINLINE PIPING, TAPED TO PIPE PER PIPE TRENCHING DETAILS. ALL WIRE SPLICES SHALL BE INSTALLED INSIDE REMOTE CONTROL VALVE BOXES AND/OR SEPARATE PULL BOXES PER CONTROL WIRE PULL BOX DETAIL. SEE IRRIGATION SPECIFICATIONS FOR WIRE SIZE AND TYPE, IRRIGATION REMOTE CONTROL VALVE CONTROL AND COMMON WIRES INSTALLED WITHIN PVC SCHEDULE 40 CONDUIT WHERE IT IS NOT ROUTED WITH AND TAPED TO MAINLINE. REFER TO CONDUIT SIZING CHART, THIS SHffT. SEE IRRIGATION SPECIFICATiONS FOR WIRE SIZE AND TYPE. FLOW SENSOR CABLE IN 2" PVC SCH 40 CONDUII, 10 Be PROVIDED AND INSTALLED BY IRRIGATION CONTRACTOR. SEE IRRIGATION SPECIFICATIONS FOR CABLE SIZE AND TYPE. COMMUNICATION CABLE IN Z' PVC SCH 40 CONDUIT, TO BE PROVIDED AND INSTALLED BY IRRIGATION CONTRACTOR. SEE IRRIGATION SPECIFICATIONS FOR CABLE SIZE AND TYPE. I B-12-1 -~ INDICATES REMOTE CONTROL VALVE STATION (ZONE) NUMBER: CCU NUMBER-SATELLITE NUMBER-STATION NUMBER l'' I l5 INDICATES FLOW IN G.P.M. T INDICATES REMOTE CONTROL VALVE SIZE "** THE IRRIGATION CONTRACTOR SHALL AD_iUST THE PRS DEVICE AT EACH ELECTRIC CONTROL VALVE SO THAT THE SPRINKLER I IEAD FARTI iEST AND 1-l!GHEST IN ELEVATION FROM ITS RESPECTIVE CONTROL VALVE OPERATES WITHIN THE OPERATING PRESSURE SHOWN ON THE IRRIGATION LEGEND. NOTTO EXCEED FIVE [5) PSI ABOVE THE GIVEN OPERATING PRESSURE. EQUIPMENT LOCATION NOTES: 1. INSTALL ALL IRRIGATION EQUIPMENT, PIPING, CONTROL VALVES, ETC. WITHIN PLANTING AREAS. ANY IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREAS IS FOR DRAWING CLARITY (TYPICAL). WHERE IRRIGATION PIPE AND WIRE IS INTENDED TO CROSS UNDER PAVEMENT, IT IS SHOWN WITH THE SLEEVE SYMBOL. 2. THE LOCATION OF ALL ELECTRIC CONTROL VALVES, QUICK COUPLING VALVES AND GATE VALVES MUST BE APPROVED BY THE OWNER (LEGOLAND'S IRRIGATION MAINTENANCE MANAGER) PRIOR TO INSTALLATION. LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. SEE DETAILS FOR ADDITIONAL VALVE INSTALLATION INFORMATION. MINOR MODIFICATIONS TO EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. 2/13 3/13 1/3, 1/15 NONE NONE NONE 3/14 5/14 6/14 7/14 4/14 7/14 NONE NONE 3/14 4/14 NONE 1 /13 7/13 3/14 4/14 I /13 7/13 1 /13 7/13 1 /13 7/13 r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 © This jhard cop~ or &lec!ronlc) rlraw1n~ 1s an instrument of servce and the property of orcutt wmlow end shell remain ;heir propllrty The des:gn profossional shall not be respons1t>le lor any a~arabl:n:, mo<11flt:a1Joos or add1Mrs made kl this dral'.109 by any party other than the des,;i~ profa;sunal Use of his drawing shall be :un)ted to lhe ongo1ai s~e for which is was prepare<! a~d pub~ration thereof is e~pressty l:rntted to such use, re-US(! or reproduction Unless ottww1se agreed in wrtting, desp;i~ professional reserves all oopyright or other pro~€rty interest in tins dral'<I09, and It may not be r11-0Sed lor a'lfOther ~rposa v.1lt1m1\ the design proressiona!'s Mitten consert Publica\Jon by any rnetiod in ;,hole or part 1s prohibited wlt~~ul the ·11rit1en perrnoo1on oi 1'e design proross1ona! My intcrmauon obtained or C011Clus1ons derived from ttus drav1ir'g sha11 Ile at Ille users sola risk. <( 0 z ::, 0::: Q_ ::, 0 0 a:: LL Cl _j U) <( U') >---z <N w (.) ~ 0 z 0 <N ~ z I-a:: • WU <( (.) >---;;; _j w z U) 0 w Cl --, zz 0 :JO (9 a:: -' w 0::: WO a. ~:i:: _j CLIENT CONTACT Tom Storer One Le-~oland Drive, Carlsbad, CA 92008 tom.storer@legoland.com tel: 858.334.8938 = 0 0 &j .,, 0 ti "' .Q w is 0 ,; > 5 = " "' 0 = _'1l "' " 0 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DELTA OESCRIPTIOH ffi City & County plan check ffi City & County plan check & City & County plan check PROJECT TEAM: DATE 710112024 812912024 912512024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS IRRIGATION LEGENDS & NOTES SHEET NO. L-604 APPROVED FOR IRRIGATION Af\D PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" 3. 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 INSTALLED 24" BACK FROM PAVEMENT EDGES. PAVEMENT WHICH SLOPES BACK TO PLANTING AREAS DOES NOT REQUIRE THE 24" SETBACK OF SPRAY HEADS. TITLE DATE 4. THE VALVE STATION NUMBERING SHOWN FOR NEW REMOTE CONTROL VALVES IS A REUSE OF EXISTING CONTROL WIRES AT THAT LOCATION. CONTRACTOR SHALL VERIFY EACH AVAILABLE CONTROL WIRE'S STATION NUMBER ON THE CONTROLLER WITH LEGOLAND'S IRRIGATION MAINTENANCE MANAGER AND RUN EACH STATION TO CONFIRM NUMBERING. 5. EXISTING IRRIGATION SYSTEM PIPING AND EQUIPMENT IS SHOWN IN GRAY TONE AND IS BASED ON ORIGINAL CONSTRUCTION DRAWINGS AND/OR AS-BUILT PLANS, PRECISE LOCATION OF EXISTING SYSTEMS MAY BE DIFFERENT THAN SHOWN. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO START OF WORK. RF:VIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 7 CITY OF CARLSBAD PLANNING DIVISION PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. DEVELOPERS NAME: LEGDLAND CALIFORNIA RESORT IRRIGATION LEGENDS & NOTES RECYCLED SYSTEMS SIIALL USE PURPLE VALVE BOXES. RECYCLED WATER CONTROL VALVES SHALL HA VE PURPLE VALVE HANDLES AND TAGS ATTACHED TO INDICATE RECYCLED WATER. POTABLE SYSTEMS SHALL USE GREEN OR BROWN VALVE BOXES. PURPLE CODING SHALL NOT BE USED ON POTABLE SYSTEMS. --------------1 LEGOLAND DRIVE ADDRESS: _____ C_A_R_LS_B_A_D~,_C:_A_9_2_0_08 ______ 1-----,---t-------------------J----t---t----t---;~ ,J(_~~~-.------- TELEPHDNE: (76C) 918-5300 1-----------------------t----;::=c-t--,;-;;=-t--------------------ir;:==--t-;;-=:i--t-i:==--t-;;-1N;;;IT~IA~L'DRWN BY, RICHARD W. AP[L 10/,4/2-4 DATE DATE PLAN PREPAR":0: 7/01/2024 DATE INITIAL DATE INITIAi DATE ~~-------REVISION DESCRIPTION BY: R. W. APEL LANDSCAPE ARCI--ITECTS INC ENGINEER OF WORK OTHER APPROVAL CHCKD BY: CITY APPROVAL RICHARD W. APEL PROJECT ND. LPC2024-0015 DEV2023-0061 DRAWNG NO. 547-7L SHEET 7 OF 35 SHEETS ------------------ 7 \ B-12-33 1.5" 5 \ \ IRRIGATION LIMIT OF WORK I \ \ \ \ I \ \ \ \ I \ \ \ \ I \ I \ \ \ w \ ,, w \w w V "' ~ "' \ w w \ ,, \ \ \ \ \ ' \ ' I \ ' \ ' \ \ \ \ I \ \ \ \ \ \ \ ' \ \ \ -~ 1"=10' 10' 20' vO" 5' 0-IR_R_IG_A_T_IO_N_P_L_AN ___________________ _ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PRESERVE CONTINUITY OF EXISTING COMMUNICATION CABLE. CUT EXISTING CABLE AND EXTEND NEW REPLACEMENT CABLE ALONG SIDE NEW IRRIGATION MAINLINE. INSTALL CABLE SPICES INSIDE A PULL BOX PER DETAIL 1 / SHEET 13 (L-610). INSTALL NEW RECYCLED WATER IRRIGATION MAINLINE. REROUTE EXISTING CONTROL WIRES, FLOW SENSOR WIRES, AND COMMUNICATION CABLE ALONG WITH NEW MAINLINE. REMOVE EXISTING REMOTE CONTROL VALVE AND REPLACE WITH NEW VALVE ASSEMBLY. USE EXISTING CONTROL WIRES AND STATION NUMBER. REUSE EXISTING REMOTE CONTROL VALVE IN PLACE. EXISTING ZONE PIPING IS TO BE DEMOLISHED. CONNECT NEW IRRIGATION ZONE TO VALVE. USE EXISTING CONTROL WIRES AND STATION NUMBER. IF EXISTING VALVE IS FOUND TO BE DAMAGED OR IN POOR CONDITION, REPLACE WITH NEWVALVE. PROVIDE MINIMUM 12" CLEAR SEPARATION BETWEEN PROPOSED NEW RECYCLED WATER MAINLINE AND EXISTING R.W. MAINLINE WHILE IRRIGATION SYSTEM IS HIGHLINED. THE PIPE TRENCH SHALL REMAIN OPEN AND VISIBLE FOR INSPECTION AT ALL TIMES. THE FINAL CONNECTION OF NEW MAINLINE TO EXISTING MAINLINE SHALL ONLY BE MADE AFTER SUCCESSFUL CROSS-CONNECTION TEST AND APPROVAL FROM CMWD ANDDEHQ. C. 0 ::c ::c •• 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com '/1. AP 1/l:w:i ..... ~<.L..;if..,1\.~ Slgric:,turi, 11 _ _a9u_le,:3011.,lc,2"'0-._ 1, * Rene.,.<;! 0 r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 1760) 943-0760 CA license #2825 & lhm(hart GopyoralectroniGI drawing is an instrurnen: o' se/\,,1ce and the proper!!,· of orcltt wmslow and shall remain lhei-property T,g cl€s1gn r.rnfess1onal sha! nol be resp~nsblafor any allarations. m:r.l fiGallons or add1~ons made to this draw1r,g by anypartyo'.her tha1 t~a design profesS1onal Use of this cn:l'Nmg $hall ba hm1lod to tho orl-~1rs1 ~le for i1t,1ch 1s was prnparad arc publication :here~! ,s e~prnSSly 1m1ted to such ·Jse, re-use or reproduction Unless otl1e1w1,e agreed 1n wnU111, desi9n wofe5sl□nal rese!VBs all copyright or other prop&rt, interest m this d'aw1ng, and it may not :i, re,used for any other purpose 111Ithou11he dosi~n prof~sslOl'llll's writton c,1sent. Publ1cat1011 by 9ny net~ca in whole or part is proh1b1ted w1'.!lout t~a writtGn permission er the ceslgn proless:or81. Any 1nfo11nat1onobtaiiedor conclumns derll'ed from thisdrawrng shall be at lhe ,Jse(s soie risk <( u;i z :::, 0::: a. :::, 0 0 ex: LL "' -I if) I-<( Lt) z N w (.) :,a D ;z 0 N ~ z I-ex: • w 0 <( (.) I-;:; -I w z if) 0 w"' --, zz (!) 0 =:iO 0-~ w 0::: WO -I CL :,a :c CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 tom.storer@legoland.com \el: 858.334.8938 "" 0 0 N 0, c'i u· "' .a ~ ~ "' 0 '" > i§ TI C -" 0 C, <D ~ <D 0 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DELTA DESCRIPTION ffi City & County plan checl< fl:,. City & County plan check ffi City & County plan check PROJECT TEAM: DATE 7/0112024 8/29/2024 9/2512024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS IRRIGATION PLAN SHEET NO. L-605 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA DATE INITIAL OTHER APPROVAL DATE "AS BU I LT" TITLE DATE REVIEWED BY: INSPEDTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD DRWN BY, RICHARD W. APEL INITIAL 10/,4/14 DATE DRAWING NO. CITY APPROVAL CHCKD BY: RICHARD W. APEL PROJECT NO. LPC2024-0015 DEV2023-0061 547-?L SHEET 8 OF 35 SHEETS I I I KEY NOTES: 0 REMOVE EXISTING RECYCLED WATER IRRIGATION MAINLINE. 0 REMOVE EXISTING REMOTE CONTROL VALVE. 0 0 0 PRESERVE CONTINUITY OF ALL EXISTING VALVE CONTROL WIRES. SPLICE WIRES AND INSTALL REPLACEMENT WIRES ALONG SIDE NEW IRRIGATION MAINLINE. PRESERVE CONTINUITY OF EXISTING FLOW SENSOR WIRE. CUT EXISTING WIRE AND EXTEND NEW REPLACEMENT WIRE ALONG SIDE NEW IRRIGATION MAINLINE. INSTALL WIRE SPLICES INSIDE A PULL BOX PER DETAIL 1 / SHEET 13 (L-610). PRESERVE CONTINUITY OF EXISTING COMMUNICATION CABLE. CUT EXISTING CABLE AND EXTEND NEW REPLACEMENT CABLE ALONG SIDE NEW IRRIGATION MAINLINE. INSTALL CABLE SPICES INSIDE A PULL BOX PER DETAIL 1 / SHEET 13 (L-610). INSTALL NEW RECYCLED WATER IRRIGATION MAINLINE. REROUTE EXISTING CONTROL WIRES, FLOW SENSOR WIRES, AND COMMUNICATION CABLE ALONG WITH NEW MAINLINE. REMOVE EXISTING REMOTE CONTROL VALVE AND REPLACE WITH NEW VALVE ASSEMBLY. USE EXISTING CONTROL WIRES AND STATION NUMBER. REUSE EXISTING REMOTE CONTROL VALVE IN PLACE. EXISTING ZONE PIPING IS TO BE DEMOLISHED. CONNECT NEW IRRIGATION ZONE TO VALVE. USE EXISTING CONTROL WIRES AND STATION NUMBER. IF EXISTING VALVE IS FOUND TO BE DAMAGED OR IN POOR CONDITION, REPLACE WITH NEW VALVE. CONNECT NEW LATERAL LINE TO EXISTING LATERAL LINE. CUT AND CAP EXISTING LATERAL LINE PIPE. CUT AND CAP EXISTING MAINLINE. PROVIDE MINIMUM 12" CLEAR SEPARATION BETWEEN PROPOSED NEW RECYCLED WATER MAINLINE AND EXISTING R.W. MAINLINE WHILE IRRIGATION SYSTEM IS HIGHLINED. THE PIPE TRENCH SHALL REMAIN OPEN AND VISIBLE FOR INSPECTION AT ALL TIMES. THE FINAL CONNECTION OF NEW MAINLINE TO EXISTING MAINLINE SHALL ONLY BE MADE AFTER SUCCESSFUL CROSS-CONNECTION TEST AND APPROVAL FROM CMWD ANDDEHQ. INSTALL RECYCLED WATER "DO NOT DRINK" SIGN PER DETAIL 1, SHEET 10. RECYCLED WATER MAINLINE CROSSING POTABLE WATER LINE. INSTALL PER DETAIL 6, SHEET 14 (L-611). I \ I \ A-6 I I ' I HIGHLINE NOTES: NEW AND/OR REROUTED IRRIGATION RECYCLED WATER MAINLINES SHALL BE TEMPORARILY CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTING. FINAL CONNECTIONS TO THE EXISTING RECYCLED WAT~ MAINLINES ARE TO BE PERFORMED ONLY AFTER CROSS-CONNECTION TcS IS ARE CONDUCTED AND APPROVED BY CMWD AND DEHQ. \ CONNECT HIGH LINE PIPE TO EXISTING FIRE HYDRANT FOR A TEMPORARY POTABLE WATER SOURCE. INSTALL TEMPORARY REDUCED PRESSURE BACKFLOW PREVENTER WITH SHUT-OFF VALVES BETWEEN POTABLE WATER SOURCE AND HIGH-LINE. POTABLE WATER HIGHLINE PIPING, INSTALLED ABOVE GROUND (REFER TO IRRIGATION LEGEND FOR PIPE TYPE). \ \ \ ' \ \ ' ' \ ·, ' \ ' ' ' I ' IJ I ' i ! ' I ' I " I ' I ' I " I ' I ' I ' \ I \ ' j ,\ I \ " ' I ' ' I ,, ' ' ' ' / I / \ / ) POTABLE HIGHLINE CONNECTION POINT TO EXISTING RECYCLED WATER MAINLINE. EXCAVATE AND EXPOSE RECYCLED WATER MAINLINE, CUT OUT SECTION OF MAINLINE AND INSTALL CAP ON THE UPSTREAM END OF PIPE TO TERMINATE FLOW FROM UPSTREAM RECYCLED WATER SOURCE. CONNECT TEMPORARY POTABLE WATER HIGHLINE TO THE DOWNSTREAM END OF RECYCLED WATER MAINLINE PIPE TO PROVIDE TEMPORARY POTABLE WATER FLOW TO DOWNSTREAM SYSTEM. AFTER CROSS-CONNECTION TESTING AND APPROVAL BY CMWD AND DEHQ, REMOVE HIGH-LINE CONNECTION AND MAKE PERMANENT CONNECTION. ~ 1"=10' 10' 20' '\170" 5' 0-IR_R_IG_A_T_IO_N_P_L_A_N ___________________ _ [) TEMPORARY RECYCLED WATER HIGHLINE PIPING INSTALLED ABOVE GROUND. REFER TO IRRIGATION LEGEND FOR PIPE TYPE. @J CONNECT TEMPORARY RECYCLED WATER HIGHLINE TO EXISTING RECYCLED WATER MAINLINE. CONNECTION FITTINGS AND PIPING SHALL BE ABOVE GROUND. AFTER CROSS-CONNECTION TESTING AND APPROVAL BY CMWD AND DEHQ, REMOVE HIGHLINE CONNECTION AND MAKE PERMANENT CONNECTION. 345 LF DRIPLINE INSPECTOR a. ~ ::c: •• 120 n orange ave orlando, fl 32801 407 .644.2656 t www.owp.com !-IDSCA,c /j ::; 1/i'=<.c&=~t....;;.'4' S19M ure * \\---'g"-/""3Dcclc.;2'!!D'e'26,,___ 11 wcl Date r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 i;: T~is (hard copy or ele~tronlc) drawin~ 1s en 1nstrumentofser,,oe and tho property of orntl wlnelow and shall reman lhOi' property. Tha das,gn pioressio,al sha! not ba responsible ror any alt~•aticns, modln~a1ons Jr addltns m~de lo lhls drawing by any ~Er:)I other than the dBSion proles;;ional. Use ol lhls jcawlng shall be limited to the original site for ·11hlch s was prepared an:l publication thereof Is e~pto~$ly imited to sucM u~e. ie-use or reproc<uctlon Unless 01herw1u agreed In wntlng, deslGn piofesslonal reserves all copyrigMt or ether proper!)· interest m this (l-a111lng, aoo it may not be re-usec: 'or a~y other pcr~ose 11•11rcct the ces19n o•ofmlonal'svrritten :xinaent. Pl,blic~tlon Cy any molhod In whole or part Is p·oh1blledwithoutthev1rltten parm1sslon of the desigr prcfess1onal. My nforna1lon obtained or conclusions csr ~ed fro111 il1ls drawing shall J9 at th& ~ z w ::. z ~ • WU I-;;,: z Cl) W(.'J zz ::J i:5 a: ...a WO ::, I ~ z 0::: 0 LJ_ ::J <( LO u ~ Cl N z 1-::i u o!:!; (!)0 w 0::: _J 0.. PROJECT TEAM: R W Apel Landscape Architects, Inc. DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 9 CITY OF CARLSBAD PLANNING DIVISION 1---~--+----------------+----+--+----+----1 PRIVATE ( ONSI TE) RECYCLED WATER SYSTEM FOR: LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 IRRIGATION PLAN ---------------1 1-====j====j===============================t====1====1====jt===j~------:..:..:...:..:::..:.:..:..=.:..:..:..~--------l APPROVED /l Al q ... ~ F,4 -= . . lo /ii /14 \\\ l!L-~5-,c __ _,,LfJ . ~ 5 TELEPHONE: (760) 918-5300 '\-__ ._, -__ -,-:;;:J DATE PLAN PREPARED: -'-7L/Occ1.L/.,,2-,-02=-4'-------- \-. KEY MAP -BY: R. W. APEL LANDSCAPE ARCHITECTS INC 1----+----+-----------------l---~l----+-----!----lPLANNING DATE 1-------~::.::::::.:::.:.-=:::::::::::======:..!-~,,-J_~-!-------------_j_ _ __J__ _ __J__ _ _J _ _Jl--------------------l DATE INITIAL DATE INITIAL DATE INITIAL DRWN BY: RICHARD W. APEL PROJECT NO. DRAWING NO. LPC2024-0D15 547 7 L DEV2023-0061 -ENGINEER OF WORK REVISION DESCRIPTION QTHC:R APPROVAL CITY APPROVAL CHCKD BY: RICH ARD W. APEL SHEET 9 OF 35 SHEETS KEY NOTES: 0 0 0 0 REMOVE EXISTING RECYCLED WATER IRRIGATION MAINLINE. REMOVE EXISTING REMOTE CONTROL VALVE PRESERVE CONTINUITY OF ALL EXISTING VALVE CONTROL WIRES SPLICE WIRES AND INSTALL REPLACEMENT WIRES ALONG SIDE NEW IRRIGATION MAINLINE. PRESERVE CONTINUITY OF EXISTING FLOW SENSOR WIRE CUT EXISTING WIRE AND EXTEND NEW REPLACEMENT WIRE ALONG SIDE NEW IRRIGATION MAINLINE. INSTALL WIRE SPLICES INSIDE A PULL BOX PER DETAIL 1 / SHEET 13 (L-610) PRESERVE CONTINUITY OF EXISTING COMMUNICATION CABLE. CUT EXISTING CABLE AND EXTEND NEW REPLACEMENT CABLE ALONG SIDE NEW IRRIGATION MAINLINE INSTALL CABLE SPICES INSIDE A PULL BOX PER DETAIL 1 / SHEET 13 (L-610). INSTALL NEW RECYCLED WATER IRRIGATION MAINLINE REROUTE EXISTING CONTROL WIRES, FLOW SENSOR WIRES, AND COMMUNICATION CABLE ALONG WITH NEW MAINLINE. REMOVE EXISTING REMOTE CONTROL VALVE AND REPLACE WITH NEW VALVE ASSEMBLY USE EXISTING CONTROL WIRES AND STATION NUMBER. REUSE EXISTING REMOTE CONTROL VALVE IN PLACE EXISTING ZONE PIPING IS TO BE DEMOLISHED CONNECT NEW IRRIGATION ZONE TO VALVE. USE EXISTING CONTROL WIRES AND STATION NUMBER. IF EXISTING VALVE IS FOUND TO BE DAMAGED OR IN POOR CONDITION, REPLACE WITH NEW VALVE CONNECT NEW LATERAL LINE TO EXISTING LATERAL LINE CUT AND CAP EXISTING LATERAL LINE PIPE CUT AND CAP EXISTING MAINLINE. PROVIDE MINIMUM 12" CLEAR SEPARATION BETWEEN PROPOSED NEW RECYCLED WATER MAINLINE AND EXISTING R W. MAINLINE WHILE IRRIGATION SYSTEM IS HIGH LINED. THE PIPE TRENCH SHALL REMAIN OPEN AND VISIBLE FOR INSPECTION AT ALL TIMES. THE FINAL CONNECTION OF NEW MAINLINE TO EXISTING MAINLINE SHALL ONLY BE MADE AFTER SUCCESSFUL CROSS-CONNECTION TEST AND APPROVAL FROM CMWD ANDDEHQ TITLE REVIEWED BY: INSPECTOR a. ~ :c •• 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 © Th1s(hard coovcr elecJomcl draw·ng tan instrument of service ;1:t the property of orcutt .-.lnslow and shall remain their pr ope rt{. The design profess•omil shall rc·t te re~ponsible for a1y tllaraioos. mo1 fications or acclUoos made to I.his drawing 3/ a~y party other than !he design professional Use ,!this drawing shal be llm'led to the O(j;iinal a lie lorwhl~h 1s "'"ts prcperod ard publcaton thereof Is 8lCpressiy limi'.ed to such us~. "e-t!Se or reproducflon UnBss otherwls~ og1c1Rj In l'lrrnng, design proless;or~I resRrves all copyright or olher property interest In thi.s drawmg, and .t may not be re--used for any other purpose without tho design profcsslonal's111r11ten consent. Publicatbn by any me:toc rl w,1oe or part Is prohibited without the wri:tan pm11ss1on of the Ceslgn profeB,1cneL Ary Information obtained 01 concluo ens derived from thl; dra•ivlnc shall 00 at the User'Hde risk, <( 0 z ::, 0:::: "-:::, 0 0 Ct'. LL-('.) _J (f) i,. <( LO N w (.) 0 :,;c z 0 N ~ z f-ffi 0 ::i (.) f-~ w z rn w0 0 ---;, zz (9 0 ::qs Ct'._, w 0:::: WO :,;c :c __J Q_ CLIENT CONTACT Tom Storer One Leaolarid Drive, Carlsbad, CA 92008 tom.s1orer@legoland.com tel: 858.334.8938 "' 0 0 N '" 5 -c· m .c 00 ~ m (.) ,,- > ·c 0 "C C m 15 = .3 " C 0 OWP PROJECT NO. DATE DF ISSUE 4139 09.25.2024 REVISIONS DELTA DESCRIPTION &, City & County plan check ffi City & County plan check .ffi City & County plan check PROJECT TEAM: DATE 71{)112024 8/29/2024 9/25/2024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS IRRIGATION PLAN SHEET NO. DATE DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 10 CITY OF CARLSBAD PLANNING DIVISION SHEET 10 OF 35 SHEETS / KEY NOTES: HIGHLINE NOTES: \ J ·-flEGOLA'1D 0 0 <i> 0 0 0 I I REMOVE EXISTING RECYCLED WATER IRRIGATION MAINLINE. REMOVE EXISTING REMOTE CONTROL VALVE. PRESERVE CONTINUITY OF ALL EXISTING VALVE CONTROL WIRES. SPLICE WIRES AND INSTALL REPLACEMENT WIRES ALONG SIDE NEW IRRIGATION MAINLINE. PRESERVE CONTINUITY OF EXISTING FLOW SENSOR WIRE. CUT EXISTING WIRE AND EXTEND NEW REPLACEMENT WIRE ALONG SIDE NEW IRRIGATION MAINLINE. INSTALL WIRE SPLICES INSIDE A PULL BOX PER DETAIL 1 / SHEET 13 (L-610). PRESERVE CONTINUITY OF EXISTING COMMUNICATION CABLE. CUT EXISTING CABLE AND EXTEND NEW REPLACEMENT CABLE ALONG SIDE NEW IRRIGATION MAINLINE. INSTALL CABLE SPICES INSIDE A PULL BOX PER DETAIL 1 / SHEET 13 (L-610). INSTALL NEW RECYCLED WATER IRRIGATION MAINLINE. REROUTE EXISTING CONTROL WIRES, FLOW SENSOR WIRES, AND COMMUNICATION CABLE ALONG WITH NEW MAINLINE. REMOVE EXISTING REMOTE CONTROL VALVE AND REPLACE WITH NEW VALVE ASSEMBLY. USE EXISTING CONTROL WIRES AND STATION NUMBER REUSE EXISTING REMOTE CONTROL VALVE IN PLACE. EXISTING ZONE PIPING IS TO BE DEMOLISHED. CONNECT NEW IRRIGATION ZONE TO VALVE. USE EXISTING CONTROL WIRES AND STATION NUMBER IF EXISTING VALVE IS FOUND TO BE DAMAGED OR IN POOR CONDITION, REPLACE WITH NEW VALVE. CONNECT NEW LATERAL LINE TO EXISTING LATERAL LINE. CUT AND CAP EXISTING LATERAL LINE PIPE. CUT AND CAP EXISTING MAINLINE. PROVIDE MINIMUM 12" CLEAR SEPARATION BETWEEN PROPOSED NEW RECYCLED WATER MAINLINE AND EXISTING R.W. MAINLINE WHILE IRRIGATION SYSTEM IS HIGHLINED. THE PIPE TRENCH SHALL REMAIN OPEN AND VISIBLE FOR INSPECTION AT ALL TIMES. THE FINAL CONNECTION OF NEW MAINLINE TO EXISTING MAINLINE SHALL ONLY BE MADE AFTER SUCCESSFUL CROSS-CONNECTION TEST AND APPROVAL FROM CMWD ANDDEHQ. INSTALL RECYCLED WATER "DO NOT DRINK" SIGN PER DETAIL 1, SHEET 10. RECYCLED WATER MAINLINE CROSSING POTABLE WATER LINE. INSTALL PER DETAIL 6, SHEET 14 (L-611). NEW AND/OR REROUTED IRRIGATION RECYCLED WATER MAINLINES SHALL BE TEMPORARILY CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTING. FINAL CONNECTIONS TO THE EXISTING RECYCLED WAT~ MAINLINl=S ARE TO BE PERFORMED ONLY AFTER CROSS-CONNECTION TESTS ARE CONDUCTED AND APPROVED BY CMWD AND DEHQ. 0 CONNECT HIGH LINE PIPE TO EXISTING FIRE HYDRANT FOR A TEMPORARY POTABLE WATER SOURCE. [fil [I] @J INSTALL TEMPORARY REDUCED PRESSURE BACKFLOW PREVENTER WITH SHUT-OFF VALVES BETWEEN POTABLE WATER SOURCE AND HIGH-LINE. POTABLE WATER HIGH LINE PIPING, INSTALLED ABOVE GROUND (REFER TO IRRIGATION LEGEND FOR PIPE TYPE). POTABLE WATER HIGH LINE CONNECTION POINT TO EXISTING RECYCLED WATER MAINLINE. EXCAVATE AND EXPOSE RECYCLED WATER MAINLINE, CUT OUT SECTION OF MAINLINE AND INSTALL CAP ON THE UPSTREAM END OF PIPE TO TERMINATE FLOW FROM UPSTREAM RECYCLED WATER SOURCE. CONNECT TEMPORARY POTABLE WATER HIGHLINE TO THE DOWNSTREAM END OF RECYCLED WATER MAINLINE PIPE TO PROVIDE TEMPORARY POTABLE WATER FLOW TO DOWNSTREAM SYSTEM. AFTER CROSS-CONNECTION TESTING AND APPROVAL BY CMWD AND DEHQ, REMOVE HIGH-LINE CONNECTION AND MAKE PERMANENT CONNECTION. TEMPORARY RECYCLED WATER HIGHLINE POINT OF CONNECTION TO EXISTING RECYCLED WATER MAINLINE. CUT OUT SECTION OF EXISTING MAINLINE AND INSTALL GATE VALVE AND RECYCLED WATER HIGH LINE. HIGHLINE SHALL BE ABOVE GROUND. AFTER CROSS-CONNECTION TESTING AND APPRO.VAL BY CMWD AND DEHQ, REMOVE HIGH-LINE CONNECTION AND MAKE PERMANENT CONNECTION. TEMPORARY RECYCLED WATER HIGHLINE PIPING INSTALLED ABOVE GROUND. REFER TO IRRIGATION LEGEND FOR PIPE TYPE. CONNECT TEMPORARY RECYCLED WATER HIGHLINE TO EXISTING RECYCLED WATER MAINLINE. CONNECTION FITTINGS AND PIPING SHALL BE ABOVE GROUND. AFTER CROSS-CONNECTION TESTING AND APPROVAL BY CMWD AND DEHQ, REMOVE HIG!-ILINE CONNECTION AND MAKE PERMANENT CONNEGTION. NEW VALVE NEW VALVE B-12-38 1.5" 4 B-12-27 1.5" 18 ROTARY SPRAY (TREE~) 4 4. /' _j / _j d \.CALIFORNIA 120 n orange ave orlando, fl 32801 407.644.2656 I www.owp.com QSCAPc _..\ CL 0 ::c ::c ~ IIP.<&~#f-'"'-'~1\--< Sl9n11t~re 9 /3Q.L2Q2~ * R1mewcl De-le •• r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 © This (~a-d copy or eleclronicl draw1n~ 1s an lMt'ument of E:er\'loo and the propelty or orcutt 'Ninsl:>-N and shall ramaI~ ti')g:r prop~'ty Tha design proresswnal s~a:I not be iaspons1b!e for an'/ al1e!atmns, mod1rcatl'.H1s or additions made to this drawing by any party other than the design profe&;1onal. Use of this dromng shall be limlted to the onginal s1le lof which IS v,·os prcpom:t and pJ:iioabon lhereot If a9ressty IIrriled to such use re-use or reproducMn Unless ot~e:wIse ~grsed m wn~ng, d~n professional ,ese1111,s ~r copyright or oltE!r propert1 inleresl in this drawing, and ~ may not be re-used fo1 any otller purpose without the design profcss1onors written conscn~ Publ:c~llorr by any me!Pod In who~ or part 1s prohi~.t(M w11houttne wntten perrms1on of the design prolessrnal Any r-formauoo ohlalood 01 conct.iskms derrved from this crawino shall teat the use~s sole nsk </2 :; 0.. ~ "' U) e-z LU "' z ~ • LU 0 e-;a;; z UJ LU 0 zz :J 0 ffi <5 :,; I <( z 0::: 0 LL _J <( Lt") u ~ ON z I- <( 0 _J w 0 -:, (.9 0 w 0::: _J a.. CL!ENT CONTACT Tom Storer One Legoland Drive, Carlsbad. CA 92008 tom.storer@legoland.com lei: 858.334.8938 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS OELTA DESCRIPTION ffi City & County plan check & City & County plan check £ City & County plan check PROJECT TEAM· 7101/2024 8/29/2024 9/25/2024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS IRRIGATION PLAN SHEET NO. L-608 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" INSPECTOR DATE 0" 5' 10' 20• I ' TELEP'lONE: (760) 918-5300 1-----+----1-------------------i----i---t---t---1PLANNING DATE IRRIGATION PLAN \_1 • 05 1-------------------------t--,D:c-A:-:T=E-+-,1"'N1=T1-:-A,-L-t--------------------t-::-DA-,T=E,-t-lN""1T=-1A:-cl-i--D::-Ac:TE=--i-,-,Nc:IT:-:IA,-L--l"o_R_W_N_B_Y_, -R-IC_H_A_R_D_W ___ A_P_E_L"'"T_P_R_O_J_E_C_T_N_O_. -,--D-R_A_W-IN_G_N_O __ -t 0 I 't DATE PLAN PREPARED: ~7~/0~1~/=20=2~4______ REVISION DESCRIPTION LPC2024.001s 547-7L 1 ~----------------------------------------------------------------ENGINEER OF WORK CITY APPROVAL CHCKD BY:RICHARD W. APE'--KEY MAP BY: R. W. APEL LANDSCAPE ARCHITECTS INC OTHER APPROVAL _ DEV2023-0061 SHEET 11 OF 35 SHEETS \ \ \ \ \ ' \ \ I I I \ \ \ KEY NOTES: 0 EXISTING POTABLE WATER WASHDOWN SYSTEM POINT OF CONNECTION AND SHUT OFF GATE VALVE. 120 n orange ave orlando, II 32801 407.644.2656 t 0 0 0 0 0 0 0 0 ~ EXISTING POTABLE WATER WASHDOWN SYSTEM BACKFLOW PREVENTION DEVICE. PROTECT IN PLACE. EXISTING POTABLE WATER WASHDOWN MAINLINE PIPE TO REMAIN. EXISTING POTABLE WATER WASHDOWN MAINLINE PIPE TO BE REMOVED. CUT EXISTING WASH DOWN MAINLINE PIPE AND CONNECT NEW WASH DOWN MAINLINE PIPE. INSTALL NEW POTABLE WATER WASHDOWN MAINLINE, SIZE AS NOTED. INSTALL NEW POTABLE WATER QUICK COUPLER VALVE (TYPICAL SYMBOL). CUT AND CAP EXISTING POTABLE WATER WASHDOWN MAINLINE PIPE. REMOVE EXISITING WASH DOWN QUICK COUPLER VALVE. RECYCLED WATER MAINLINE CROSSING POTABLE WATER LINE. INSTALL PER DETAIL 6, SHEET 14 (L-611 ). C. 0 :c :c •• www.owp.com r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (7601 943-0760 CA license #2825 © This (hard copy or electronic) dra111ing is an l1stru11ertofser1ice and the pro~g'fycfcr,;utlwlns!cw aid shall iema,n lh0i1 proper:~. Tl'e dasQn pmfAssio:1al shall not be responsible for any alterations. moe'1~eations or addfons made to this cra'Nmg bv an~ party ether than :he design proloM1~n!l Use ofth1£ drawing shall ta limite:I to t1e ongmal site for111h1ch 1swas prepared and publication thereofm exprsssl~ limited to su~h Lss, re-use or ceproduction l/r~e~s oi11e, wise ~raP.d 1n wn~ng, deslgn ~rofeS5ional resscves all cop~'lg~t o: other property interest 1n :his t·ra·Ning, end itma·,-net be re-used for an,' ot~er purpose wilhout tho dosi~~ pro'esslonal's wntten eorsent P·)blleallon b,' en~ method m wh018 or part ,s proh1~lled without ll7e 1'/rltten pE!m11g;;lon o( the des•Jn profess,ooal Aoy lnlormationobtamad or con:lusions :i,:t .. edfrom hs d18',1'lng s~ell be at the uoot's sole nsk <( (/) z ::i "' 0:::: 0 D.. 0 N ::, 0 "' &l <( LL u ('J _J "O (/) I-<( L.O ro ,=, z N ~ LU (.) lo "' 0 u z Cl N SJ.> ~ z f-·c 0:: • :5 (.) 0 LU(.) I-:;; "O z (/) w iii LU ('J 0 -, g, zz 0 :J i5 (!) ~ 0:: -' w 0:::: "' LU 0 " "' :r: ..J 0.. 0 CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 tom.storer@!egoland.com tel: 858.334.8938 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS OELTA OESCRIPTION & City & County plan check fil City & County plan check £ City & County plan check PROJECT TEAM: DATE 7/0112024 8/2912024 912512024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS POTABLE WATER WASHDOWN SYSTEM PLAN SHEET NO. L-609 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BU IL T" TITLE DATE REVIEWED BY: INSPECTOR JATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 12 CITY OF CARLSBAD PLANNING DIVISION SHEET 12 OF 35 SHEETS PLAN 6" MIN., 12'' MAX. l" IN TURF AREAS. 2" IN SHRU~ AREAS LEGEND: l. l O" ROUND VALVE BOX WITH PURPLE 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. 1" IN TURF AREAS. 2" IN SHRUB AREAS. 7. MAINLINE FITTING. SECTION NOTE: DO NOT OVER TIGHTEN BRASS NIPPLE INTO QUICK COUPLING VALVE. USE TEFLON TAPE ON ALL MALE PIPE THREADS. CHECK FOR LEAKS. 7 QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. 8. BRASS 90 DEGREE STREET ELL. 9. BRASS NIPPLE -6" LONG. l 0. QUICK COUPLER VALVE WITH ACME THREAD CONNECTION KEY AND PURPLE COVER, MAKE AND MODEL PER IRRIGATION LEGEND. FOR USE WITH RECYCLED WATER. l l. WALK OR CURB. 12. PVC SxT SCHEDULE 40 90" ELBOW. ,.. .., QUICK COUPLING VALVE FOR RECYCLED WATER 5 ------------------------------.... ~ ,.. ... 6 ... .. No Scale 12 6 y- PLAN VIEW \ QC~ ---6" MIN .. 12" MAX. ..,l<----------,i'-·X "" <( I" IN TURF AREAS. -:ic -:ic 2" IN SHRUB AREAS e-N NOTE: DO NOT OVER TIGHTEN BRASS NIPPLE INTO QUICK COUPLING VALVE. USE TEFLON TAPE ON ALL MALE PIPE THREADS. CHECK FOR LEAKS. LEGEND: I. IO" ROUND VALVE BOX WITH GREEN BOLT-DOWN COYER -HEAT BRAND "QCV' ON VALVE BOX COYER 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. QUICK COUPLER VALVE WITH YELLOW COVER FOR POTABLE WATER USE. MAKE AND MODEL PER IRRIGATION LEGEND. l I. WALK OR CURB. 12. PVC SxT SCHEDULE 40 90° ELBOW. SECTION 7 6 QUICK COUPLING VALVE FOR POTABLE WATER No Scale STEP I STEP 2 STEP3 STEP 4 TUBE COYER STEP 5 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 OYER 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. 0 3M DBY-6 / DBR-6 WIRE CONNECTOR 7 ---------No Scale PLAN VIEW 1'' IN TURF AREAS, 2" IN SHRUB AREAS 5 SECTION GV 7 LEGEND: 1. IO" ROUND VALVE BOX, GREEN COLOR ON POTABLE WATER SYSTEMS, OR PURPLE COLOR ON RECYCLED WATER SYSTEMS, WITH BOLT DOWN COVER. HEAT BRAND "GV" ON LID IN 2" HIGH CHARACTERS. 2. FINISH GRADE. 3. BRONZE GATE VALVE, TYPE PER LEGEND. 4. 6" PVC SCH. 40 EXTENSION-LENGTH AS REQUIRED. 5. 3/4" CRUSHED ROCK -8'' DEPlH. 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. (TYP.) l 0. PVC PRESSURE MAINLINE PIPE. ; l. "RECYCLED WATER TAG" PER SPECIFICATIONS (IF RECYCLED WATER SYSTEM). BRONZE GATE VALVE/ ISOLATION VALVE (4" AND LARGER) No Scale PLAN VIEW l"INTURFAREAS, -~ 2" IN SHRUB AREAS SECTION 6 NOTE: > Q::: (L r 10 3 • I" IN TURF AREAS 2" IN SHRUB AREAS. LEGEND: USE TEFLON TAPE ON ALL MALE PIPE THREADS. I. 'WILKINS" PRESSURE REDUCING V ALYE. SEE LEGEND FOR ADDITIONAL INFORMATION. 2. GREEN [USE PURPLE FOR RECYCLED WATER SYSTEMS) RECTANGULAR IRRIGATION VALVE BOX WITH BOLT DOWN COYER. HEAT BRAND "PRV" ON LID IN 2" HIGH CHARACTERS. 7. TO IRRIGATION SYSTEM. 3. FINISH GRADE. 8. COMMON BRICK [4 REQUIRED). 4. PVC PIPE FROM POINT OF CONNECTION. 5. PVC SXS COUPLING. 6. 12" LONG SCHEDULE 80 TOE NIPPLE. (TYPICAL) 9. 3/4" CRUSHED ROCK 8" DEEP. I 0. 2" CLEAR SPACE. 0 PRESSURE REGULATING VALVE 4 ~--------No Scale I" IN TURF AREAS, 2" IN SHRUB AREAS NOTE: .-------I2 INCH x I7 INCH PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER. USE STAINLESS STEEL BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "PB" ONTO LID. ,------SEAL CONDUIT ENDS WITH SPRAY FOAM WIRE CONNECTORS PURSUANT TO STANDARD PLAN NO. 516 N.\---1\------LOW VOLTAGE CONTROL WIRE COIL, 24 INCHES MINIMUM ~--BRICK SUPPORTS AT EACH CORNER .:::::===----CONDUIT, IF SPECIFIED '----------LANDSCAPE FABRIC ~---------3/4 INCH DIAMETER ROCK, 6 INCHES DEEP SECTION ALL CONTROL WIRE SPLICES SHALL BE INSTALLED INSIDE PULL BOXES. ALL SPLICES SHALL BE MADE IN ACCORDANCE WITH STANDARD PLAN NO. 516. WRAP LANDSCAPE FABRIC AROUND SIDES AND BOTTOM OF BOX TO COVER ALL OPENINGS. 1 -------0 CONTROL WIRE PULL BOX No Scale PLAN VIEW 1" IN TURF AREAS, 2" IN SHRUB A REAS 3 BV 2"MIN. 7 SECTION 6 PVC BALL VALVE (3" AND SMALLER) No Scale LEGEND: l. 10" ROUND IRRIGATION VALVE BOX. GREEN COLOR ON POTABLE WATER SYSTEMS, OR PURPLE ON RECYCLED WATER SYSTEMS, WITH BOLT DOWN COVER. HEAT BRAND "BY" ON LID IN 2" HIGH CHARACTERS. 2. FINISH GRADE. 3. LASCO "SLO-CLOSE" SOCKET X SOCKET SCH. 80 BALL VALVE. 4. 3/4" CRUSHED ROCK-8'' MINIMUM DEPTH. 5. COMMON BRICK (2 REQUIRED). 6. 2" CLEARANCE. 7. PVC MAIN LINE PIPE. -:'<iiGO..:JD ·""\CALIFORNIA a. 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com DSCAPf ~ • ..A /(;B,;;....~e,,1.,(4,i!.4%' Sii;lnolur~ II _ _a9:.,../"°30J././-"'2,,_,02.,6c__ Ii * R•n!IW~I Dclte :c 0912sL20 Dote •• r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 l;I This (hard :opy or Electro"lcl drawln~ s an lnst·ument of se1,·lce artd tlie o~operty Jf Jrcu!l 'Ninsb'N and shall remai~ t1a·r proo;"fy The design professional s1a·1 not be iesponslblefar aw elterations, rnodlF.cations or addlt101:: made to this draw ng by 8f'I/ party other tt1M the des1g~ professional U~e of this dra~mg shall t,9 llmlted to tha orlgmals1te fa"wh1Gh Is was prnp8r~:I and ~.1J;1ca!mn theraof1~ ewessly t1rr.1ted !o such use, :e-tise or reprodut~on Unless otherwise agreed 11 wntng, des.go profess;cnal resoMlSal: copyright or olherpropertf iotere~111 tt11s draw ng, and rt may not b8 re-used for any other purposewthou1 th€ design professional'swntteo conse-11. Publication by anym~lhod .n whola ~r part is prohlo:tad without Iha wntten perrrJssio~ of he design pro!ess1onel Any information Qblalned or conelus1ons dem•ed from this Crawlng shall t,e at tl'e use~s sole ~sk. <f.i ::i Q. :::, ffi ~ m "' z ~ . UJ 0 I-;;: z (/) UJ c.'l zz :::J i5 0:: ..J UJ 0 :,S I <( z c::: 0 u_ -' (3 ~ C)N z I-<( (..) -' w 0 -, (!) 0 w c::: -' a. CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 tom.storer@legoland.com tel: 858.334.8938 ro 8 N m c3 ;i[ iil 8 g i§ 'O ai 0 = ."l i'! 0 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DELTA DESCRIPTION & City & County plan check & City & County plan check ,& City & County plan check PROJECT TEAM: DATE 7/D1I2024 8/29I2D24 9/25I2D24 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS IRRIGATION DETAILS SHEET NO. L-610 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 13 CITY OF CARLSBAD PLANNING DIVISION 1-----1---+----------------1--~ <----+------"'----1 PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT ENGINEER DATE LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 DEVELOPERS NAME: LEGOLAND CALIFORNIA RESORT IRRIGATION DETAILS ADDRESS: 1 LEGOLAND DRIVE APPROVED ,I)., ~-"·: CARLSBAD, CA 92008 /f ,J.-_., ~~ TELEPHONE: (760) 918-5300 1----+----l-----------------+----+----f----f----lPLANNING L---------__.'..'.~::~~=======-.l-~D-A=TE,-(~IN=1=TIA~L__j_ ________________ _j_D_AT_E_j_l_NI-TIA-L-+-□-A-TE-+-IN-IT-IA-L-tD-RW_N_B_Y_: -R-IC_H_A-RD_W ___ A_P_E_L~_P_R_O_J-EC_T_N_O __ -.--D-RA_W_I_N_G_NO-. -I DATE PLAN PREPARED: -'-"7 /L:Oc'_'1_L/Oc20c.,2c...:4_______ LPC2024-D015 547 7L BY: R. W. APEL LANDSCAPE ARCHITECTS INC ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY:RICHARD W. APEL DEV2023-0061 - X SHEC:T 13 OF 35 SHEETS 5IOEUW.K-------MEIER BOX 11V l"EIEI'< 24' QR,----. POTAel E 8VICE LINE----H .. If)' MNll1.t1 TO P<'f Ael F 11AN.INE IN £.IIEf ~cYCI FD WATER ~TICff MAINLINE 11V 5LFEYe __ _, NOTE: ~ICAL ~ Cf 12' MINN11 I& MANDATORr HM CR065tti PATM Cf A PO"Ael E 111ATFR LINE. IN5T41.AT!Cff Cf ~Cl FD WATER ~TIGN MAINLINE 24' FRa"1 FACE Cf &IDEUW.K IIILL FROV1DE TI-E NEctseARY 1'I MORTIZCffTAL Q.EARAta FRa"I POTAel F MAINLINE IN !lfd:f:t. RECYCLED WATER PRESSURE MAINLINE CROSSING 0 POTABLE WATER SERVICE AT STREET 5 ---------No Scale ~ "' ,!; ;;:: ~g • w /STREET SU.RFACE j TOTAL OF 20' MINIMUM EXTEND 10' MINl~tUM EX1END 10' MINIMUM ON EITHER SIDE ( ON EITHER SIDE '--POTABLE WATERLINE ~ Ol , ,. n • ,U r, ,(,(, • {'( hi& ??r n ;. , s:~;;~;;'.,'.'.'.n'.'.'.'.'.'.'.'.,,'.=1,;~;'.n'.J,Jfl'.J?'V)n,v~~i~~~ CONSTANT PRESSURE RECYCLED WATER LINE NOTES: A. ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN:· STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS. B. FOLLOW ALL WATER DISTRICT RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS. RECYCLED WATER PRESSURE MAINLINE CROSSING © POTABLE WATER LINE 6 ---------No Scale . ' ... NOTE: INSTALL THRUST BLOCKS ON MAINLINES 3" SIZE AND LARGER AT ALL ELBOWS AND AT CHANGES IN PIPE DIRECTION. THRUST BLOCKS SHALL CONSIST OF A MINIMUM OF 1 CUBIC FOOT OF 2,000 PSI CONCRETE. 0 THRUST BLOCK DETAILS 7 ---------No Scale "" LU ->cu oo Uz LU LU 0.. LU -V) 0.. - * <( LEGEND: l. ELECTRIC REMOTE CONTROL VALVE. 2. PLASTIC RECTANGULAR IRRIGATION VALVE BOX WITH BOLT DOWN COVER. USE GREEN COLOR BOXES FOR POTABLE WATER SYSTEMS OR PURPLE COLOR BOXES FOR RECYCLED WATER SYSTEMS. HEAT BRAND VALVE STATION NUMBER ON LID WITH 2"' HIGH CHARACTERS. 3. CHRISTY'S IDENTIFICATION TAG WITH VALVE STATION NUMBER. 4. FINISH GRADE. 5. 12"' LONG SCH 80 PVC NIPPLE. 120 n orange ave orlando, fl 32801 407.644.2656 I www.owp.com LEGEND: 6. PVC PIPE TO SPRINKLERS. ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEGREE FITTINGS. a. ~ L 2. 3. 4. 5. 6. 7. RECYCLED WATER NON-PRESSURE LATERAL LINE PIPING. 8. PROVIDE THE MINIMUM DISTANCE OF HORIZONTAL SEPARATION BETWEEN PIPE RECYCLED WATER CONSTANT PRESSURE FACES OF ANY POTABLE WATER LINE AND MAINLINE PIPING. ANY RECYCLED WATER CONSTANT PRESSURE WATER LINE PIPE AS PER THE MOST CURRENT ANY POTABLE WATER LINE (I.E., FOR REQUIREMENTS OF THE CARLSBAD IRRIGATION, DOMESTIC, OR OTHER USE). MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF CONTROL WIRE BUNDLE AT SIDE OF PRESSURE ENVIRONMENTAL HEALTH AND QUALITY. MAINLINE. TAPE EVERY 10 FEET. REFER TO THE RECYCLED WATER GENERAL NOTES ON THE RECYCLED WATER SYSTEM PROVIDE CLEAN BACKFILL 2" UNDER AND 4" TITLE SHEET FOR MINIMUM REQUIRED AROUND PIPE. DISTANCE. SEE IRRIGATION SPECIFICATIONS FOR 9. TWO LAYERS OF RECYCLED WATER WARNING BACKFILL AND COMPACTION REQ'TS. TAPE OVER TOP OF RW MAINLINE. FINISH GRADE. *NOTE: MINIMUM PIPE COVER BACKFILL DEPTHS FROM FINISH GRADE TO TOP OF PIPE: 36" FOR PIPE SIZES 6" AND LARGER. 24!' FOR PIPE SIZES 3" AND 4". 18" FOR PIPE SIZES 2 l /2" AND SMALLER. 14 7. COMMON BRICK AT BOX CORNERS (4 REQUIRED). 8. COMMON WIRE TO OTHER VALVES ON SAME CONTROLLER. 9. 3/4" SIZE CRUSHED ROCK, 8" DEEP. l 0. CONTROL & COMMON WIRES FROM CONTROLLER. 11. PVC SCHEDULE 40 PIPE. 12. PVC SxS ELBOW. 13. WIRE CONNECTOR. 14. PVC TEE AT MAINLINE. 15. COIL WIRES PER SPECIFICATIONS. 16. "RECYCLED WATER TAG" PER SPECIFICATIONS (AT RECYCLED WATER VALVES). 17. SCH 80 PVC BALL VALVE, SAME SIZE AS REMOTE CONTROL VALVE. :c •• Signature 9/30/202 "!anGw(II Date J)ju25/20 Oate r-w-Apel landscape architects inc. 571 Hygcia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 © This {hard copy or e:1:ct1onIc) dievrng is an rnllumant of service and the pflll'llfyOI orr:ull 111inslo111 ard shai rsmam their ~:operty. The des,,r profe~ional shal· not be responsible '.Qr any alterations, modI~:atjons or acldltons ll'.ace tc this drawi~g ty any pa-ty other than the d8sign professIonal. ue of this draw rg shal be lirriled 10 the ongInal site for which Is wa;; preo3ced snd publ,calion U1sreol Is expressly lim terl to such use, m-usa or reproCubon, Lnless otheIvme agreed in wrtting. design profess1o~al reserves all cc~yright or ether proporty rtrJrost In 111Is drawhg. aM It may no! be re-1.Jsed lor any ofl'ler purpose wI!llout t'le de~lgn professionals written consenl Publ1~a'Jon by any method 111 whole or part is protubited Without the t.r~.er pem1,551on of the des,gn p1cfes51on~I Mi i~fomiabon o'.lllmcd or ccnciusIons dcrr.od from th~ JrawIng shall o;i at 1:19 users sole nsk J" ,,, TRENCHING FOR RECYCLED WATER IRRIGATION PIPING ~ " IRRIGATION REMOTE CONTROL VALVE FOR SPRAY SYSTEMS 1 <( 3 .. :---------------------------------------NOT FOR USE ON DRIP SYSTEMS ui :z = ::, 0:: = .. ~ No Scale "" LU -> w oo Uz W LU <L w -V) 0.. -• 5 6 6" LEGEND: 1. NON-PRESSURE LATERAL LINE PIPING. 2. PRESSURE MAIN LINE PIPING. 3. CONTROL WIRES -TAPE AND BUNDLE EVERY IO FEET. INSTALL AT SIDE OF PRESSURE MAIN LINE (NOT UNDER). 4. PROVIDE CLEAN BACKFILL MIN. Z' UNDER AND 4" AROUND SIDES AND TOP OF PIPE. 5. SEE IRRIGATION SPECIFICATIONS FOR TRENCH BACKFILL AND COMPACTION REQUIREMENTS. 6. FINISH GRADE. • NOTE: MINIMUM PIPE COVER BACKFILL DEPTHS FROM FINISH GRADE TO TOP OF PIPE: -24" FOR PIPE SIZES 3" AND LARGER. -18" FOR PIPE SIZES 2 112" AND SMALLER. i. ~ No Scale PLAN VIEW 2 1. CIRCULAR VALVE BOX. 2. EDGE OF LAWN, WALK, FENCE. CURB, ETC. 3. 12"x 18" RECTANGULAR VALVE BOX. 4. 20" x 3CT' RECTANGULAR VALVE BOX. NOTES: A. CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE ASSEMBLY. B. SET TOP OF VALVE BOXES 2" MAXIMUM ABOVE FINISH GRADE IN SHRUB AREAS. SET l" ABOVE FINISH GRADE IN TURF AREAS. C. LOCATE VALVE BOXES IN SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT SHRUB AREA. D. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO EDGES. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION. Cl. ::, 0 0 0:: LL (9 __J Cf) I-<( LO z N w 0 0 ::.c z 0 N ~-:z I- WO ::i (.) I-;;:: w Z<f) 0 W<9 -:, zz c., 0 :Jci 0:: 0:: J w WO ::;, :c _J CL CLIENT CONTACT Tom Storer One Lego!and Drive, Carlsbad, CA 92008 tom.storer@legoland.com tel: 858.334.8938 = N O'> <3 '0-"' .0 m "' ro 0 " r§ 'O <= ro 0 = " J " <= 0 DWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DELTA DESCRIPTION ill City & County plan check fil City & County plan check ffi City & County plan check PROJECT TEAM: DATE 7101/2024 8/2912024 9/25/2024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS IRRIGATION DETAILS SHEET NO. TRENCHING FOR POTABLE WATER IRRIGATION PIPING 0 TYPICAL VALVE BOX LAYOUT L-611 No Scale CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT ENGINEER DATE 2~------ No Scale APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 14 CITY OF CARLSBAD PLANNING O!VISION 1----+---1--------------+---+---l--+----l PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 DEVELOPERS NAME: LEGOLAND CALIFORNIA RESORT IRRIGATION DETAILS ADDRESS: 1 LEGOLAND DRIVE ____ C_AR_L_S_BA_D..c.,_C_A_92_0_0_B _____ j---1---+----------------j---j---t---+---jl_A_P_P_Ro_v_E_D_,~ 11q,.. Jo/itf/2,4 TELEPHONE: (760) 918-5300 l---+-----l-----------------+----+------ll---l--7-P_L_A_NN_I_N_G _____ .....,...-----..... ---D_A_T_E_-I l----------1--1----------+---=0-cA=TEc-+,,-=1N=1T=,.1Ac-cL-+-----------------I--T-E-f-1N-1T-A-L-+-D-A_T_+-1N-1T-,,.A-L -JIDRWN BY, RICHARD w. APEL PROJECT NO. DRAWING NO. DATE PLAN PREPARED: -'--7,._0~1~~2-=-02=-4"'-------DA I E BY: R. W. APEL LANDSCAPE ARCHITECTS INC ENGINEER CF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY, RICHARD W. APEL ~~;~;~:~~~; 54 7-?L X SHEET 14 OF 35 SHEETS 6 w ~ 0 z 4" MIN. TO 6., MAX. ---j ~ 4 LEGEND: l. FOR TURF AREAS, SET TOP OF ROTOR l /4" ABOVE FINISH GRADE. FOR SHRUB/GROUNDCOVER AREAS WITH MULCH, SET TOP OF ROTOR 3" ABOVE FINISH GRADE. ALL ROTORS THAT ARE ADJACENT TO WALKING AREAS, PATHWAYS, PAVEMENT OR CURBS SHALL NOT BE SET ANY HIGHER THAN THE SURFACE OF THE WALKING SURFACE OR CURB. 2. PAVEMENT, SIDEWALK, CURB, WALL, ETC. 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 -l '2'' LONG. 8. FINISH GRADE. NOTE: USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS. ADJUST SPRINKLER HEADS TO PROPER HEIGHT {l/4" ABOVE FINISH GRADE) PRIOR TO END OF MAINTENANCE PERIOD. 0 12" POP-UP ROTOR HEAD 5 ---------No Scale PLAN 3 SECTION 2 FOR 24" THROUGH 48" BOX TREES, USE 2 SPRINKLERS PER TREE. FOR 60" AND LARGER BOX TREES, 4 SPRINKLERS PER TREE. LEGEND: l. TREE. 2. 6" POP-UP SPRINKLER WITH EITHER FLAT SPRAY OR BUBBLER NOZZLE AS SPECIFIED ON IRRIGATION LEGEND. NUMBER OF HEADS REQUIRED IS BASED ON TREE SIZE {SEE ABOVE}. REFER TO IRRIGATION LEGEND FOR ADDITIONAL INFORMATION. 3. TREE ROOTBALL 4. FINISH GRADE. 5. PVC TEE OR ELL AT LATERAL LINE CONNEC!ON. 6. PVC LATERAL LINE PIPE. 7. TRIPLE SWING JOINT ASSEMBLY PER 6" POP-UP SPRINKLER HEAD DETAIL 8. EDGE OF TREE PLANT PIT. SET SPRINKLER AT EDGE OF PLANTING PIT. © SUPPLEMENTAL TREE IRRIGATION DETAIL 6~-------- No Scale l" IN TURF AREAS, 3" IN SHRUB AREAS. 4 31----t LEGEND: l. SET TOP OF SPRINKLER HEAD 1/4" ABOVE FINISH GRADE IN TURF AREAS, AND 3" ABOVE FINISH GRADE IN SHRUB/GROUNDCOVER AREAS WITH MULCH. 2. PAVEMENT EDGE OR CURB. 3. 12" PO-UP SPRINKLER BODY. 4. FINISH GRADE. 5. PVC LATERAL LINE PIPE. 6. PVC SxSxT TEE. 7. MxF THREADED MARLEX 90 DEGREE ELL. 8. PVC SCHEDULE 80 NIPPLE -12" LONG. NOTES: USE TEFLON TAPE ON ALL PIPE THREADS. RECYCLED WATER WARNING SIGN SHALL BE APPROVED BY THE CARLSBAD MUNICIPAL WATER DISTRICT. THERE SHALL BE ONE SIGN LOCATED AT THE SITE ENTRANCE AND ONE AT THE SITE EXIT AND VISIBLE TO THE PUBLIC. SEE IRRIGATION PLAN FOR SIGN LOCATIONS. 24" 12" 4" RECYCLED WATER DO NOT DRINK METAL SIGN PANEL SIGN GRAPHICS SHALL BE PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S TYPICAL RECYCLED WATER SIGN DETAIL {SEE SHEET 2}. USE 18 X 18 SIGN DETAIL. THE SIGN SHALL BE MOUNTED TO THE POST WITH VANDAL PROOF HARDWARE. 1--------2" DIA. GALVANIZED STEEL PIPE POST WITH TOP END CAP. ALTERNATE: 4X4 PRESSURE TREATED WOOD POST. CONCRETE FOOTING. ,. . ' •• .f ." ... J, •• ·,, "• ' a. 0 :c ::c •• 120 n orange ave orlando, fl 32801 407.644.2656 I www.owp.com r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 © Thi~ {na·d coJy er elactron!C) ctawln~ s an Instrument □r SBO.'fce a~d lhs property of orcutt win slow and shall remai1 t:ie:r property, The design ~ro'esslonal shsll net be respo11S1ble lo: ony eltcr0'ions, ll10dlficat1oris (H additiJni made to Uns draw1r,g by any par~ other 1han !he design proress1onal Use of this d1<Mlng st.all be I m~ed to the or~na! slle lorwhl~h Is was pr~pared and pub!1cefion thereof IS exp1 assly l111i1ed tc such use. re-use or reproducl1on. Un!ess otherw,se agreed in writ,rg, design professional reser.es all copyJigb1 or olhor property inter9st in tis drawing, a~d it may not be re-used for any otMr purpose w,e1out •.h~ desl!Jn profess:cnars wrttten consent. Publ1e8Mn by ar, mBlhod 1n whole or pa1 IS prohibited without the wntten per:mss1on of !he design professional Any mformation obta,ned or conc!us:ens derived from tins drawing shall 1)g at tile usa~s oote riSk 3 ~-----......,__--0 12" POP-UP SPRINKLER HEAD 01 _R_Ec_v_c_L_E_D_w_AT_E_R_w_A_R_N_1N_G_s_1_G_N _____ _ uj ;:j <( z 0::: 0 LL _J No Scale I" IN TURF AREAS, 3" IN SHRUB AREAS. 3 l----1 6 5 LEGEND: I. SET TOP OF SPRINKLER HEAD l /4" ABOVE FINISH GRADE IN TURF AREAS, AND 3" ABOVE FINISH GRADE IN SHRUB/GROUNDCOVER AREAS WITH MULCH. 2. PAVEMENT EDGE OR CURB. 3. 12" PO-UP SPRINKLER BODY. 4. FINISH GRADE. 5. PVC LATERAL LINE PIPE. 6. PVC SxSxT TEE. 7. MxF THREADED MARLEX 90 DEGREE ELL. 8. PVC SCHEDULE 80 NIPPLE -12" LONG. NOTES: USE TEFLON TAPE ON ALL PIPE THREADS. _ No Scale RV PLAN 10 SECTION LEGEND: l. 1 o•· PLASTIC ROUND VALVE BOX W/COVER. USE GREEN COLOR BOX ON POTABLE WATER SYSTEMS, PURPLE ON RECYCLED WATER SYSTEMS. HEAT BRAND "RV" ON VALVE BOX LID IN 2" HIGH CHARACTERS. 2. PRESSURE RELIEF VALVE. 3. PVC ELL. 4. PVC TxT COUPLING. 5. PVC SCHEDULE 80 NIPPLE. 6. PVC TxT 90 DEGREE ELL. 7. TEE AT CONNECTION TO MAINLINE. 8. 3/4" CRUSHED ROCK, 8" DEEP. 9. FINISH GRADE. 10. COMMON BRICK [4 REQ'D.). u. ; ~ z w :a z ~ ffi cj r-;s: z Cf) w"' zz :J 0 0:: --' LJ.J 0 "' :J: c3 ~ 0 ON z 1- ::S f:cl 0 --:, (!) 0 w 0::: _J Cl.. CLIENT CONTACT Tom Storer One Legolan<J Drive, Carlsbad, CA 92008 tom.storer@legoland.com tel: 858.334.8938 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DE:LTA DE:SCRIPTION &, City & County plan check L[,. City & County plan check £ City & County plan check PROJECT TEAM; DATE 7101/2024 8/2912024 9125/2024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS IRRIGATION DETAILS SHEET NO. L-612 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" TITLE DATE 0 6" POP-UP SPRINKLER HEAD 4 i----------- No Scale 0 PRESSURE RELIEF VALVE 2 -------No Scale REVIEWED BY: INSPECTOR DATE CARLSBAD :MUNICIPAL WATER DISTRICT SHEET 15 CITY OF CARLSBAD PLANNING DIVISION 1----+---1-----------------1----+--1-----l-----l PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: LEGOLAND CALIFORNIA PROJECT 2025 CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: LEGOLAND CALIFORNIA RESORT DISTRICT ENGINEER DATE ADDRESS: 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 IRRIGATION DETAILS 1 LEGOLAND DRIVE l----,-7------------------j----j-----jr----j------j. _______ .::_::_:::~;,:_:_::.::.::=-------~ --------------1-l--+----+---------------l----l----+----I-----I -____ C_A_R_L_SB_A_D~,_C_A_9_20_0_8 _____ 1----+---+------------------+----+---+---+---lAPPROVEDA :'~. ~ /J-i-=.-, 0 /,4/z.,f. TELEPHONE: (760) 918-5300 1----1-----1-----------------1-------+---+----+----1PLANN ING DA TE 1-----------...-----....-------1 DATE INITIAL DATE.. INIT,AL DRWN BY, RICHARD W. APEL PROJECT NO. DRAWING NO. DA TE PLAN PREPARED: -'-7,___/0'--'1-'-/-=2.:c02=-4'-------DATE INITIAL BY: R. W. APEL LANDSCAPE ARCHITECTS INC ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY;RICHARD W. APEL ~~~~~!:~~~~ 54 7-7L SHEET 15 OF 35 SHEETS AV 2 PLAN SECTION LEGEND: I. 6" ROUND BOX WITH PURPLE COVER. HEAT BRAND "AV" ON VALVE BOX COVER IN 2" HIGH LETTERS. 2. TOP OF MULCH. 3. AIR/ VACUUM RELIEF VALVE. 4. 3/4"M x l/2"F REDUCTION BUSHING. 5. 180 2-WAY ADAPTER TEE. 6. 3/ 4" CRUSHED ROCK. 6" MINIMUM DEPTH. 7. DRIPLINE. 8. COMMON BRICK (2 REQUIRED). 9. MULCH PER LANDSCAPE PLAN. PROVIDE A 3" MINIMUM DEPTH OF MULCH OVER DRIP LINE. DRIPLINE AIRNACUUM RELIEF VALVE DETAIL No Scale 2 DRIPLINE 2" MIN. TO 4" MAX. FROM EDGE OF PAVEMENT 4 3 EQUALLY SPACE DRIPLINE ROWS 12" TO 18" ON CENTER AS SPECIFIED ON PLANS. 3 LEGEND: l. EDGE OF PLANTING AREA. 2. PERIMETER DRIPLINE TUBING 4" FROM BACK OF CURB, EDGE OF PAVEMENT, WALL, ETC. 3. DRIPLINE START CONNECTION FROM SUPPLY HEADER (TYPICAL). 4. DRIPLINE, MAKE AND MODEL PER IRRIGATION LEGEND. 5. AIR/VACUUM RELIEF VALVE PLUMBED TO DRIPLINE TUBE AT EACH HIGH POINT (NOT REQUIRED ON POTABLE WATER SYSTEMS). 6. PVC LATERAL LINE SUPPLY HEADER CONTINUES TO OTHER DRIP LINE SYSTEMS ON THE SAME VALVE. 7. DRIPLINE REMOTE CONTROL VALVE ASSEMBLY. 8. PVC EXHAUST HEADER TO OTHER DRIPLINE SYSTEMS ON THE SAME VALVE. 9. PVC SCHEDULE 40 SUPPLY HEADER MANIFOLD. REFER TO DRAWINGS FOR SIZE. l 0. PVC SCHEDULE 40 EXHAUST HEADER MANIFOLD. REFER TO DRAWINGS FOR SIZE. l l. LINE FLUSHING VALVE PLUMBED TO PVC EXHAUST HEADER. 12. DRIPLINE START CONNECTION FOR EXHAUST HEADER. (TYPICAL). r ""I TYPICAL DRIPLINE LAYOUT-CENTER FEED 6 I,. ... No Scale 6 LEGEND: l. INLINE DRIP TUBING. 2. INLINE DRIP TUBING ELBOW. 3. BLANK TUBING (NO EMITTERS). 4. INLINE DRIP TUBING MALE ADAPTER. 5. PVC TEE (SxSxT). 6. PVC LATERAL LINE PIPE 7. BARK, D.G., ROCK OR SAND COVER. 8. PLANTING AREA SOIL FINISHED GRADE. TYPICAL DRIPLINE START CONNECTION DETAIL No Scale SUPPLY MANIFOLD SECTION EXHAUST MANIFOLD SECTION LEGEND: I. FINISH GRADE OF BARK, D.G., ROCK OR SAND MULCH (FOR ON-GRADE DRIP LINE SYSTEMS). 2. INSTALL PLANTS BETWEEN DRIPLINES (TYP). 3. INLINE TRANSITION TEE FROM PVC RISER TO DRIPLINE. 4, INLINE DRIPLINE INSERT TEE OR ELL AS REQUIRED. 5. INLINE DRIP TUBING. 6. CONNECTION TO INLINE DRIP TUBING. 7. PVC TEE AND SCHEDULE 40 LATERAL LINE PIPE TO ELECTRIC CONTROL VAL VE. 8, PVC SCHEDULE ~O PIPE TO AUTOMATIC FLUSH VALVE. 9. EDGE OF PAVEM[NT, CURB, WALL, ETC. 10. PVC SCHEDULE 80 RISER. r ""I TYPICAL DRIPLINE SUPPLY & EXHAUST MANIFOLD DETAIL 3 \... ~ No Scale D r.:i I EQUALLY SPACE DRIPLINE ROWS 12" TO 18" ON CENTER AS SPECIFIED ON PLANS. 2 91_ 3 '-!) z 11 "' LEGEND: I. EDGE OF PAVEMENT, CURB, WALL, ETC. 2. PERIMETER DRIPLINE TUBE 4" FROM EDGE OF PAVEMENT, CURB, WALL, ETC. 3, DRIPLINE START CONNECTION FOR SUPPLY HEADER, (TYPICAL) 4. DRIPLINE, MAKE AND MODEL PER IRRIGATION LEGEND. 5. AIR/VACUUM RELIEF VALVE PLUMBED TO DRIPLINE TUBE AT EACH HIGH POINT (NOT REQUIRED ON POTABLE WATER SYSTEMS). DRIPLINE 2' MIN. TO " 6. PVC SUPPLY HEADER TO OTHER DRIPLINE SYSTEMS ON MAX. FROM EDGE OF THE SAME VALVE, PAVEMENT 7. DRIPLINE REMOTE CONTROL VALVE ASSEMBLY. 8, PVC EXHAUST HEADER TO OTHER DRIPLINE SYSTEMS ON THE SAME VALVE. 9. PVC SCHEDULE 40 SUPPLY HEADER MANIFOLD. REFER TO DRAWINGS FOR SIZE. I 0. PVC SCHEDULE 40 EXHAUST HEADER MANIFOLD. REFER TO DRAWINGS FOR SIZE. 11. LINE FLUSHING VALVE PLUMBED TO PVC EXHAUST HEADER. 12. DRIPLINE START CONNECTION FOR EXHAUST HEADER (TYPICAL), TYPICAL DRIPLINE LAYOUT -END FEED No Scale vvvv vvvvv vv• vvvvvvvv,;v v, ;>VVV?VQ <; VV "IVV Vt'1:IVVQ'1VQV VVV l , . TTT , ·-11_ = - 5 ,__---{ 3 LEGEND: l. DRIPLINE INSTALLED ON-GRADE. 2. FINISH GRADE OF PLANTING SOIL BED. 3. BARK MULCH. DECOMPOSED GRANITE, ROCK OR SAND COVER PER LANDSCAPE PLAN, MINIMUM 3" DEEP. 4. STEEL WIRE SOIL STAPLE INSTALLED 4 FEET ON CENTER PLUS TWO STAPLES FOR EACH TEE, ELBOW AND CROSS. 5. PLANTING SOIL BED. 6. TOP OF BARK MULCH, D.G., ROCK OR SAND COVER. TYPICAL ON-GRADE DRIPLINE INSTALLATION DETAIL No Scale 14 LEGEND: 15 ';;ill •• iT~il ' lb,~1! rJ,,lkmL ~,11~11 10 l. TOP OF MULCH OR FINISH GRADE. PLAN VIEW 3"Min. 611 Max. 2" CLEAR MIN. 5 SECTION 9. 3/4" CRUSHED ROCK, 6" DEEP, 15 2, JUMBO RECTANGULAR VALVE BOX WITH BOLT DOWN COVER. USE GREEN BOX FOR POTABLE WATER AND PURPLE 10. PVC TEE TO MAINLINE CONNECTION. BOX FOR RECYCLED WATER SYSTEMS. HEAT BRAND VALVE STATION NUMBER ON BOX LID IN 2" HIGH CHARACTERS. l l. COMMON WIRE TO OTHER VALVES ON SAME CONTROLLER. 3. 3m DBY WIRE CONNECTORS. 4. CHRISTY'S IDENTIFICATION TAG WITH VALVE STATION NUMBER. 5. RAIN BIRD 100 PESB SERIES l" ELECTRIC CONTROL VALVE. 6. 7. 8. 6. RAIN BIRD PRB-QKCHK-lOOSERIES l" PRESSURE REGULATING BASKET FILTER WITH 200 MESH SCREEN. (2) SPEARS l" SCHEDULE 80 PVC BALL VALVES. COMMON BRICK AT BOX CORNERS (4 REQUIRED). 12, CONTROL/COMMON WIRES FROM CONTROLLER. 13. PVC SCHEDULE 40 PIPE. 14. PVC SxS 90° ELL. 15. l" SCHEDULE 80 NIPPLE. 16, SCHEDULE 40 PVC PIPE TO DRIP SYSTEM -ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEGREE FITTINGS. 17. PURPLE RECYCLED WATER TAG PER SPECIFICATIONS. REMOTE CONTROL VALVE & FILTER ASSEMBLY FOR DRIP 0 SYSTEMS 2 ------------No Scale a. 120 n orange ave orlando, fl 32801 407.644.2656 I www.owp.com p,.~DSCAP0 ~ ' -' s /1,le;"""~ .. e.."'~"',;' .!..,~I\--, 9/30/202_6 _ * :c R,mawol D<iU'l •• r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 ·© Tliis (l1ard ,;opyorelaclronic) dra1v rg 1s an mstrum~1t DI servl~e rod the o·operty of o·tutt wlnslO'N and shall rn11ain their ~roperty Tie desiQn profeSS1onel shall not bo responsible for any alterallons, modifications or addi:ions mad& to this draw,ng by any party other than the design professional. Use of this draNmg shall be limited lo lhe original sile forw!1lch is was pre~ared ar.C publication thereof 15 eKpressly limiled lo suth use. re-useorreproducboo. Unlessot1ewise agreed 1n wnUng, design professional reseivesall copyngbtor ot'l8r properr, mierest 1n this drawing, and ~may not be re-used for any other purpose without lhs des1~n ~:ofs5Sio'.:nll'swflllen C(ln.i;;rnt Publ,caloo by anf me!tcd in whole or part is o'l.lh1b1ted w1tllout t>iewntteo permission cf th~ <iesign proless!tnal. My •nformaJon obtal'18d or GoocIus11J11S derived from t111s drawing s~a:1 be at the ~se(s SJ1e nsk. 0 ::, 0.. ::, 0 85 "' 1-z w "' z ~-WO I-;;; z <f) w CJ ~~ -' Cl 0::-' WO "' :i: <( z 0:: 0 LL. ~~ 0 ON z 1- ::S frl 0 -, c.90 U,J 0:: _J 0... CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 tom.storer@legoland.com tel: 858.334.8938 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DELTA DESCRIPTION ffi City & County plan check ffi City & County plan check £ City & County plan check PROJECT TEAM: DATE 7/01/2024 8/29/2024 9/25/2024 R W Apel Landscape Architects, Inc, PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS IRRIGATION DETAILS SHEET NO. L-613 APPROVED FOR IRRIGATION AND PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BU IL T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 16 CITY OF CARLSBAD PLANNING DIVlSICN 1--------;----t----------------+-----+---+------,1----1 PRIVATE ( ONSI TE) RECYCLED WATER SYSTEM FOR: CARLSBAD MUNICIPAL WATER DISTRICT D STRICT ENGINEER DATE DEVELOPERS NAME: LEGOLAND CALIFORNIA RESORT ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 TELEPHONE: (760) 918-5300 DATE PLAN PREPARED: c.7~/0c..1~/~2~0=24~------ SY: R. W. APEL LANDSCAPE ARCHITECTS INC DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY A?PC,QVAL LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 IRRIGATION DETAILS APPROVED d/2. LrJ.L 1.A PLANNING DATE DRWN BY: RICHARD w. APEL PROJECT NO. DRAWING NO. CHCKD BY: LPC2024-0015 547-?L RICHARD w. APEL DEV2023-0061 SHEET 16 OF 35 SHEETS IRRIGATION PRESSURE LOSS CALCULATIONS WORST HYDRAULIC CONDITION Valve No: B-12-28 Rotary sprinklers, 18 GPM *This project is a part of the larger LEGOLAND irrigation system. Flows and loss used for POC water meters, backflow preventer, existing mainline and master valve are the maximum allowable flows that may operate during peak parkwide irrigation (water velocity not to exceed 5' per second). Quantity Unit 2 ea 1 ea 1,894 If 1 ea 1 ea 365 If 21 If lump 1 ea 191 If 7 If 9 If 8 If 7 If 10 If 7 If 10 If 9 If 8 If 6 If 6 If 6 If 6 If Total System Loss Description 311 water meters at POC 11 C" (two ganged together) 611 reduced pressure backflow preventer at POC 11C" 6'1 RW distribution mainline -class 200 PVC 3" master valve & strainer at POC #7 w/ PRV set at 90 psi Flow sensor at POC 117 4" mainline pipe -class 200 PVC 2" mainline pipe -class 315 PVC Mainline fitting loss (20% of mainline loss) 1.511 remote control valve 1-1/4" lateral line pipe-sch 40 PVC 1" lateral line pipe -sch 40 PVC 3/4" lateral line pipe -sch 40 PVC 3/4" lateral line pipe -sch 40 PVC 3/4" lateral line pipe -sch 40 PVC 3/4" lateral line pipe -sch 40 PVC 3/4" lateral line pipe -sch 40 PVC 3/4" lateral line pipe -sch 40 PVC 3/4" lateral line pipe -sch 40 PVC 1/2" lateral line pipe -sch 40 PVC 1/2" lateral line pipe -sch 40 PVC 1/2" lateral line pipe -sch 40 PVC 1/2" lateral line pipe -sch 40 PVC 1/2" lateral line pipe -sch 40 PVC Loss due to elevation change {zone is 32' below POC) Pressure Required at Sprinkler Head (range is 30-55psl) Total Pressure Required for Operation Existing Water Pressure (static, at City POC} Residual Water Pressure Flow in PSI G.P.M. Loss 212* 5.00 425* 7.00 425* 10.00 200• 5.00 2.00 200* 1.92 18 0.07 0.40 18 3.50 18 3.84 7.57 0.12 6.94 0.41 6.31 0.36 5.68 0.24 5.05 0.24 4.73 0.17 4.41 0.24 4.09 0.14 3.15 0.31 2.52 0.23 1.89 0.11 1.26 0.11 0.63 0.03 (13.90) 27.54 45.00 72.54 95.00 22.46 0 PRESSURE LOSS CALCULATION 51o-------- No Scale PEAK WATERING WINDOW CALCULATION FOR RECYCLED WATER IRRIGATION Project: LEGOLAND Project 2025 Parameters Used: -Yearly ETo: 44.0 inches/year (per Carlsbad Landscape Manual) -Peak Month Eto (August): 16% of Yearly Eto = 7.04 inches/month (derived from closest CIMIS Station #173 data, Torrey Pines) -Peak Day ETo: 0.23 inches/day (7.04/30 days) -Maximum Allowable Flow for POC: 200 GPM (POC #7, 411 mainline) -Maximum Design Flow (80% of max. allowable) for POC: 160 GPM -The peak watering window for recycled water shall not exceed 8 hours per day. Amount of Water to Apply on Peak Station Station Station Irrigation Water Use Plant Day !inches/day) Precip. Rate No. Flow(GPM) Type Hydrozone Factor (Pit Factorx Peak Day Eto) in/hr B-12-39 7 Dripline LW 0.3 0.07 0.56 B-12-35 15 Spray MW 0.5 0.12 1.83 B-12-34 8 Rotary MW 0.5 0.12 0.73 B-12-33 5 Spray (trees) MW 0.5 0.12 1.22 B-12-36 2 Dripline LW 0.3 0.07 0.56 B-12-32 18 Spray MW 0.5 0.12 1.83 B-12-37 4 Dripline MW 0.5 0.12 0.56 B-12-31 3 Dripline MW 0.5 0.12 0.56 B-12-26 26 Rotary MW 0.5 0.12 0.73 B-12-30 27 Rotary MW 0.5 0.12 0.73 B-12-29 4 Dripline MW 0.5 0.12 0.56 B-12-28 18 Rotary MW 0.5 0.12 0.73 B-12-27 18 Rotary MW 0.5 0.12 0.73 B-12-38 4 Spray (trees) MW 0.5 0.12 1.22 B-23-28 32 Rotor HW 0.8 0.18 0.70 B-23-37 9 Spray MW 0.5 0.12 1.83 Total Watering Time per Day (hours): Time Required to Apply Amount of Water Needed hours/day 0.12 0.06 0.16 0.09 0.12 0.06 0.21 0.21 0.16 0.16 0.21 0.16 0.16 0.09 0.26 0.06 2.29 Confirmed, watering time is less than 8 hours Drip Precip Rate: Techline, 0,53 GPH emitter@ 12" emitter spacing and 18" tubing spacing, on loamy soil= 0.56 ln/hr. Time to apply 1/4 inch of water a. 27 minutes. To apply 1" water= 1.8 hours. Water Use Hydrozones: Abbrev. Plant Water Use VLW Very Low Water Use plants LW MW HW low Water Use Plants Moderate Water Use Plants High Water Use Plants Plant Factor (% of ETo water to apply) 0.10 0.30 0.50 0.80 41o--------0 WATERING WINDOW No Scale 2' MAX SEE NOTES 1 & 2 3 12" MIN. 36" MAX. 3 1 4 ,---, 36" MAX. r-© 7 3 SEE NOTE 5 (jJ (TYP) NOTES: CUSTOMER RESPONSIBILITY MATERIALS AND INSTALLATION SHALL CONFORM TO THE CALIFORNIA PLUMBING CODE. 1. DO NOT INSTALL PLASTIC PIPE, OR PLASTIC FITTINGS BETWEEN THE MElER AND BACKFLOW ASSEMBLY. 2. WHEN SERVICE MUST EXTEND UNDER SIDEWALK, INSTALL A SCHEDULE 80 PVC SLEEVE AROUND THE SERVICE 1\JBING BETWEEN THE MElER BOX AND THE RP DrnCE. 3. CONSTRUCT 2' HIGH RETAINING WALL ON 3 SIDES OF BACKFLOW PREVENlER WHEN INSTALLED ON 4: I OR GREATER SLOPE. OPEN END SHALL BE AT DOWNHILL SIDE OF SLOPE. PROVIDE 2' HORIZONTAL CLEARANCE BETWEEN WALL AND BACKFLOW PREVENlER. 4. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. 5. WRAP COPPER OR BRASS 1\JBING 111TH 10 MIL UTILITY TAPE WHEN ENCASED IN CONCRElE. ITEM DESCRIPTION SPEC/DWG 1 METER AND BALL VALVE (BY DISTRICT) 2 THREADED BRASS OR SCH. 80 PVC PIPE 15057 3 BRASS 90' ELBOW (THREADED) 15057 4 THREADED BRASS PIPE 15057 5 BRASS UNION 15057 6 USC APPROVED REDUCED PRESSURE ASSEMBLY /LEAD FREE RP DEVICEl 15112 7 FOUNDATION ANCHOR BLOCK 03000 REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT n () fl_ .It/ 1/25/22 2" & SMALLER REDUCED PRESSURE DISTRICT ENGINEER DATE RCE 55974 BACKFLOW INSTALLATION STANDARD DWG. NO. W-6 2" & SMALLER REDUCED PRESSURE BACKFLOW 0 INSTALLATION 31---------- No Scale FY 'I -2 6 5 SECTION LEGEND: 1. GREEN (USE PURPLE FOR RECYCLED WATER SYSTEMS) 10" ROUND VALVE BOX W/BOLT-DOWN COVER. HEAT BRAND "FV" ON VALVE BOX LID IN 2" HIGH CHARACTERS. 2. FINISH GRADE. 3. NETAFIM AUTOMATIC LINE FLUSHING VALVE TL050MFV-l. 4. 1 /Z' PVC SCH. 80 NIPPLE - LENGTH AS REQUIRED. 5. PVC S X T 90° ELL -SIZE AS REQUIRED. 6. PVC PIPE TO EXHAUST HEADER. 7. COMMON BRICK -(2 REQUIRED). 8. 3/4" CRUSHED ROCK -8" DEPTH. TECHLINE AUTOMATIC LINE FLUSHING VALVE (REQUIRED 0 FOR RECYCLED WATER SYSTEMS) 2 i--------- No Scale PLAN 7 8 0--_ ~ , . -lO 9 -= ~ ~ , / I ~ ' SECTION MV \ 8 / / r ., 3 6 LEGEND: 1. GREEN 10" ROUND VALVE BOX WITH BOLT-DOWN COVER -HEAT BRAND "MV" ON VALVE BOX COVER IN 2" HIGH LETTERS. 2. NETAFIM INLINE DRIP TUBING ELBOW. 3. 3/4" CRUSHED ROCK. 8" DEPTH. 4. NETAFIM 'TLDL" BLANK DRIPPER LINE TO FLUSH VALVE. 5. NETAFIM TLSOV 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 I /2" FIPT OUTLET. 11. PVC LATERAL LINE PIPE. SIZE PER IRRIGATION PLAN. TECHLINE MANUAL LINE FLUSHING VALVE (FOR POTABLE 0 WATER SYSTEMS ONLY) 1 i----------- No Scale ~ ::c •• 120 n orange ave orlando, fl 32801 407 .644.2656 t www.owp.com r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 © This (hard copy or electronic) dral'<ing Is an 1nslrurrentdservice and the i:ro,e:t)'cfcroutt\l'mslc\l' and shall remain lhoir prcpor~, Tre design profe&&ional ~hall not be responsIb18 lor any alterations rnodmtatons or add lions made to 1h10 draNmg by ani· J~1ty ott1er t1Ia11 :he d3Slgn prdass1onal. Use of this drawing shall te limlts:l tJ 1,e onginal site for which is was prepared and publication thereof is e~prassly lImllod to suoi uso, re-use or ·eproc1Uctlo1 Unless othetwlse s;reed In wn~ng, design professional reserves all copyrl~ht Jr other property Interest In :his drnNmg, and it may no\ be -e~iso-:J fy anyo1H' purpose 'Nilhoutthe de5Ign pr:ifessional·s written consent. PuO IGaion by M~ method In whole er part Is pro, bllod w:thou: t~e written parmlss,on of tile de&lgn professional Any mrormation obtained or conc,~srons :!ertJed from t1-s drall'lr.l ,~all be at the ~ser's sole rsk <( cri z =-0::: 0.. =-0 0 er: u.. "' __J u, >-<( U? z N w 0 "' C) z C) N ~ z I-ffi d <( 0 >-;;; __J w z u, w"' 0 -:, zz CJ 0 :::ii5 cr: _, w 0::: WO "' :c __J 0.. CLIENT CONTACT Tom Starer One Lego!and Drive, Carlsbad, CA 92008 1om.storer@legoland.com tel: 858,334.8938 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DELTA DESCRIPTION DATE & City & County plan check 7/01/2024 ill City & County plan check 8/29/2024 ill City & County plan check 9/25/2024 PROJECT TEAM: R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS IRRIGATION DETAILS SHEET NO. L-614 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF Pl~ANTING AREA "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 17 CITY OF CARLSBAD PLANNING DIVISION PRIVA-E (ONS:TE) RECYCLED WATER SYSTEM FOR: LEGOLAND CALIFORNIA PROJECT 2025 CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: LEGOLAND CALIFORNIA RESORT 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 IRRIGATION DETAILS DISTRICT ENGINEER DATE ADDRESS: I LEGOLAND DRIVE 1---+---t-------------------+--+--t---t------J APPROVED J1 . f q CARLSBAD, CA 92008 A-1f ~«• , [oU//2,,{, TELEPHONE: (760) 918-5300 1---+---t-------------------+------+-----t---t-------i.P--L_A_N.,..N.,..IN_G ______ ..-------,,-----DA_T_E_--1 1-----------------------+-;c=,..--t--;;,;=c-1-------------------i----;=::-,;;=;-;-t-;=::-,;;=;;-,DRWN BY: RICHARD W. APEL PROJECT NO. DRAWING NO. DATE PLAN PREPARED ·. ~7~/~0~1 /2~0~2_4________ DATE INITIAL DATE INITIAL DATE INITIAL -REVISION DESCRIPTION CHCKO BY, LPc2o24-0D15 547 7L BY: R. W. APEL LANDSCAPE ARCHITECTS 'NC ENGINEER Of' WORK OTHER APPROVAL CITY APPROVAL RICHARD W. APEL DEV2023-0061 - SHEET 17 OF 35 SHEETS IRRIGATION SYSTEM SPECIFICATIONS PART 1 -GENERAL 1.1 GENERAL CONDITIONS A. The requirements of the "General Conditions of the Contract" and of Section 32 0500 General Requirement for Landscape Architectural shdll apply to all work of this Section with the same force and effect as though repeated in full herein. 1.2 DESCRIPTION A. Scope of Work: Provide all labor, materials, transportation, and services necessary to furnish and install the Irrigation Syslern as sliown on the Drawings and described herein. 1.3 QUALITY ASSURANCE & REQUIREMENTS A. Qualifications: The Contractor and its on-site job superintendent shall have regularly engaged and specialized, for the preceding five years, in the installation of irrigation systems of similar scope, size and complexity as the system being installed under this contract. B. Permits and Fees: The Contractor shall secure the required licenses and permits, make payments of charges and fees required, give required notices to public authorities and verify permits secured or arrangements made by others affecting the work of this section. C. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in this Confracf furnish directions covering points not shown in the Drawings and Specifications. D. Ordinances and Regulations: 1. Comply with all local, municipal and state laws, rules and regulations. 2. Conform to applicable provisions of the latest editions of the Uniform Plumbing Code, the National Electric Code and all codes properly governing the materials and work at the project site. 3. City of Carlsbad, 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 shall apply to all work of this Section with the same force and effect as though repciatcd in full herein. The Contractor shall carry out their provisions. 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 oi these Specifications and Drawings shall take precedence. E. Explanation of Drawings: 1. Due to the scale of lhe 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, underground utilities, above ground utilities and architectural features. 2. Work called for on the Drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the Specifications. 3. The Contractor shall 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 affention of the Owner's Au1horized Representative. In the event this notification is not performed, the Contractor shall assume full responsibility for any revision necessary. F. Reference specification and standards: 1. ASTM: Dl 784 Rigid Poly (Vinyl Chloride) Compounds and Chlorinated Poly (Vinyl Chloride) Compounds. 2. ASIM: D 1785 Poly (Vinyl Chloride) (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: D2464 Threaded Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80. 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. 7. ASTM: F438 Socket-Type Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 40. 8. ASTM: F2564 Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings. 9. ASTM: F493 Solvent Cements tor Chlorinated Poly [Vinyl Chloride) (CPVC) Plastic Pipe and Fittings. 1 0. The latest edition of the City of Carlsbad, Standard Plans and Specifications. G. Protection of Work and Materials 1. Contractor shall protect its work and work of others for the duration of the Contract. Contractor shall protect pipes and fittings from direct sunlight, and avoid undue bending and any concentrated external loading. Pipe or fittings that have been damaged shall not be used. 2. Contractor shall exercise extreme care in excavating and working near utilities. Damage to utilities that are caused by Contractor's operation shall be the Contractor's responsibility. 3. Contractor shall take necessary precautions to protect site conditions and plant material. Should damage be incurred, Contractor shall repair damage to its original condition or furnish and install equal replacements. 4. Existing irrigation systems shall be kept in operation at all times. If the existing system is damaged by Contractor, the Contractor shall be responsible for immediate repair of such damage. After each repair, all heads of the repaired system shall be removed so Iha! the lines can be cleared of all dirt and foreign matter. H. Correction of Work 1. Discrepancies or unsatisfactory work shall be corrected by Contractor. The correction of work shall be finished with a reasonable period mutually agreed upon between Owner and Contractor. I. Materials 1. Use only new materials of brands and types noted on the Drawings, specified herein. 1.4 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 will 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. 3. Although manufacturer and other information may be different, the following is a guide to proper submittal format: Item ManufacturerModel NumberDescriptionl .Pacific PlasticsMain line piping per SpecificatianPVC Class 315 with solvent welded joints for sizes 2" to 2-1 /2" and PVC Schedule 40 with solvent welded for sizes 1-1 /2" and srnaller.2.Paige Electriclnigoiion Control wire# 14 UF UL approved for control wire and # 12 UF UL approved for common wire. 3.Lasco Slo-CloseSchedule 80 PVC Ball valves 3" and smaller.4.Rain Bird1806-SAM-PRS6" pop-up spray head with Rain Bird "MPR" nozzles.5.Etc,Etc,Etc.4, Irrigation submittal must be specific and complete with a full description of product use. 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. 5. The Contractor may submit substitutions for equipment and materials listed on the Irrigation Drawings by following procedures as outlined in Section 1.07 of the Irrigation Specifications. 6. 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. 7. 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. 8. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. "As-Builf' Record Drawings: 1. Al !he final walk through and before the start of plant establishment, the Contractor shall provide a complete set of irrigation red lined "as-built" record drawings to the Landscape Architect/ lnigation Consultant of record for review and approval. 2. After review and approval of the red lined set of "as-built" record drawings, the Contraclor's "as-built" information will be transferred to AutoCAD electronic "Record Drawing" files by the Landscape Architect/ Irrigation Consultant. 3. The Contractors' preparation of irrigation red lined "as-built" record drawings shall include the following: a. The Contractor shall provide and keep up-to-date a complete record set of plain paper prints which shall be corrected daily, showing changes from the original Drawings and Specifications and shall shaw the installed locations, sizes, and kinds of equipment. Prints for this purpose may be obtained from the Owner's Authorized Representative. This set of drawings shall be kept on the site and shall be used only as a record set. b. These irrigation red lined "as-built" record drawings shall also serve as work progress sheets and shall be the basis for measurement and payment tor work completed. These drawings shall be available at all times for review by the Landscape Architect/ Irrigation Consultant and shall be kept in o location designated by the Owner's Authorized Representative. c. The Contractor shall daily make neat and legible red lined notations on the record drawing progress sheets 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 the equipment tho! has been relocated in o graphic manner. The relocated equipment symbol shall 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. d. The Contractor shall accurately record on one [1) set of record drawings all changes to the work constituting departures from the original approved drawings, including but not limited to work by Change Order, clarifications made via letters of Instruction, and Requests for Information. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the Landscape Architect/ Irrigation Consultant. e. The Contractor shall dimension from two [2) permanent points of reference, such as building corners, sidewalk edges, road intersections, etc., the location of the following items: 1) Connection to existing water lines. 2) Connection to existing electrical power. 3) Gate valves. 4) Routing of pressure mainlines I dimension max. 100' along routing and at each change of direction). 5) Electric control valves. 6) Routing of control wiring and flow sensor cable. 7) Quick coupling valves. 8) Olher related equipment as directed by the Owner's Authorized Representative. 4. In the event the Contractor provided redlined "as-built" information is missing, incomplete, is not legible. or does not fit within the drawing parameters when the information is being transferred to the Landscape Architect/ Irrigation Consultant, the Owner retains the right to employ a third party to survey the as-built Work of the Contractor and prepare the information. The Contractor shall be liable to reimburse the Owner tor the full cast of the third party as-built preparer's fee. The Contractor shall fully cooperate with the third party by showing, staking or otherwise indicating to him the required as-built information in the field. 5. All dimensioning shown on drawings shall be minimum 1/10-inch in height when reduced to minimum controller chart size of 11" x 17". The "record drawings" shall show the locations, sizes and depths of all items listed above and any other related equipment as directed by the Owner. 6. The Contractor's as-built record drawing submittal shall include two sets of black-fine or color bond prints along with one high resolution digital scanned file in .!if file format provided on thumb drive or by digital download. When completed, the prints and digital files shall be submitted to the Landscape Architect/ Irrigation Consultant who will use the information to prepare the final as-built record drawings in AutoCAD format for submittal, review and approval by the City and Owner. Contractor shall turnover the items to the Landscape Architect and Owner prior to final acceptance of the irrigation system by the Owner, The City requires the submittal and approval of the as-built record drawings prior to release of Securities. C. Controller Charts: 1. Once the final as-built record drawings hove been completed by the Landscape Architect, he will turn over the drawing to the Contractor to prepare controller charts. 2. The controller chart deliverable package shall include: a. One composite chart that shows the entire area controlled by each automatic controller. It shall be 11 •· X 17'' in size or other approved size. It shall be prepared In AutoCAD format in the same manner as record drawings except that dimensions will not be required on the composite controller chart drawing. b. Controller charts with dimensions for each sheet of the irrigation construction document package and shall be 11" X 17" in size or other approved size and shall be prepared in AutoCAD format in the same manner as record drawings. The legend sheet will be required as a part of the controller chart submittal, however the detail sheets will not be required. c. The charts are 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, ii shall be enlarged to a size that will be readable when reduced. All dimensioning shown on the controller chart shall be minimum 1/10-inch in size. d. The chart shall be a plain paper print. A different color shall be used to indicate the entire landscape area of coverage for each station's control valve e. When completed and approved, the chart shall be hermetically sealed between two (2) pieces of plastic, each piece being a minimum 10 mils with one-half inch 11 /2") of the laminated plastic extending beyond the edge of the controller chart and shall have rounded corners. Provide two 12) charts for each controller. f. When completed the charts shall be submiffed to the Landscape Architect who shall turn over the charts to the Owner prior ta final acceptance of the irrigation system by the Owner. Include the controller charts in AuloCAD and PDF formats files as part of the record drawing CD-ROM. D. Operation and Maintenance Manuals: 1. Prepare and deliver ta the Owner's Authorized Representative within ten [10) calendar days prior to completion of construction, two 12) 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 material 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. e. Manufacturer/Distributor installation certification letter for each controller installed under this contract. f. Completed CMWD irrigation "Approval" farms for water usage. g. Completed Irrigation Guarantee Statement. h. Acceptance document signed by Owner's authorized representative. 2. In addition to the above-mentioned maintenance manuals, provide the Owner's maintenance personnel with instructions for major equipment and shaw evidence in writing to the Owner's Authorized Representative prior to start of landscape maintenance that this service has been rendered. E, Contractor furnished Equipment: 1. Supply as a part of this contract the following: a. Operation and maintenance manuals. b. Irrigation controller certification letter from an Authorized WeatherTRAK ET-PRO 3-C weather based irrigation controller Distributor for each controller installed under this contract. c, Two [2) keys for each irrigation controller, d. One (I) set of special tools required for removing, disassembling and ddjusting each type of sprinkler and valve supplied on this project. c. A minimum of one (I) five-foot key for operation of gate valves. Provide one 11) key for each type of operating device (2" operating nut, cross handle; etc.). f. Two (2) quick coupler keys and matching hose swivel for each type al quick coupling valve installed. ' g. Irrigation controller manuals. h. Color-coded controller charts laminated between 2 pieces of 10 mil plastic Provide two charts for each irrigation controller. i. Two plain paper copies of record drawing irrigation plans. j. Completed Irrigation Guarantee Statement. k. Acceptance document to be signed by Owner's authorized representative. 2. The above-mentioned equipment shall be turned over to the Owner prior to start of landscape maintenance. Before landscape maintenance and final observation to start can occur, evidence that the Owner has received these items must be shown to the Owner's Authorized Representative. Refer to "TURNOVER, AND ACCEPTANCE FORM" portion of these specifications for additional information. Checklist: 1. Provide the Owner with the following checklist information at the end of each segment of the project. This checklist shall be completed prior to start of maintenance. a. Plumbing permits obtained: If none required, so state, b, Material approvals. By who approved and date. c. Pressure line tests: By who approved and date. d. Manufacturer's warranties, if required: Recipient and date. e. Written guarantee: Recipient and dale. ' f. Lowering of heads in lawn areas: If not complete, so state and include anticipated completion date. g. Install anti-drain valve protection as required to prevent low head drajnage. 1.5 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Handling of PVC Pipe and fittings: The Contractor is cautioned to exercise ccire in handling, loading, unloading, and storing PVC pipe and fittings. PVC pipe sholl be transported in a vehicle, which allows the length of pipe to lie flat so as not ta subject it to undue bending or a concentrated external load at any point. Any sectio~ of pipe that has been dented or damaged will be discarded, and if installed, shall be replaced with new piping. 1.6 QUALIFICATION OF IRRIGATION PERSONNEL A. Contractor and on site field superintendent shall have the following minimum qualifications: 1. Not lass than five (5) years continuous experience in installation of commercial irrigation systems. 2. Demonstrate completion of the manufacturer's installation certification program for the Authorized WeatherTRAK ET-PRO 3-C weather based irrigation controller. 3. Upon Owner's request, supply a list of references listing successfully completed commercial irrigation systems. CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS ADDRESS: NAME: _LE_G_O_L_A_N_D_CA_L_IF_O_R_N_11 A_R_E_S_O_R_T __ 1 LEGOLAND DRIVE CARLSBAD, CA 9~008 TELEPHONE: , (760) 918-5300 DATE PLAN PREPARED: -'-7L/0"-'1_,_/=2.=.02=-4'--_' ____ _ DISTRICT ENGINEER DATE BY: R. W. APEL LANDSCAPE /\'lCHITECTS INC 4. Provide at least one person who con speak, read and write English. This person shall be present of all times during the execution of the work and who shall be thoroughly familiar with the type of materials being installed, the material manufacturer's recommended methods of installation and who shall direct all work performed. 1.7 SUBSTITUTIONS A. If the Contractor wishes to substitute any equipment or materials for the equipment or materials listed on the Drawings and Specifications, provide the following information to the Owner's Authorized Representative for review: I. Provide o 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 approved. B. The Owner's Authorized Representative shall have the sole responsibility in accepting or rejecting any substituted item as on approved equal to the equipment and materials listed on the Drawings and Specifications. 1.8 PROJECT CONDITIONS A. Coordinate Work with that of other trades, all underground improvements, the location and planting of specimen trees and other planting material. Verify location of all planting material that requires excavations 24 inches in diameter and larger with Owner's Authorized Representative prior to installation of main line piping. B. Provide temporary irrigation to maintain installed plant material prior to permanent irrigation where required. 1.9 GUARANTEE A. The guarantee for the irrigation system shall be made in accordance with the attached form. The General Conditions and Supplementary Conditions of these Specifications shall be filed 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 (I) 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 o 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 lime 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 NAME: -------------- PROJECT LOCATION: __________ _ SIGNED BY: ---------------- CON TRACTOR'S ADDRESS: _________ _ CONTRACTOR'S PHONE NO.: ________ _ DATE OF ACCEPTANCE: ------------ 1.10 TURNOVER TO OWNER The following checklist, turnover and acceptance forms shall be re-typed onto the Contractor's letterhead. The form shall be completed by the conlraclor and shall contain the all of the information shown on this sample checklist form and turned over to the Owner prior to start of maintenance: TURNOVER AND ACCEPTANCE FORM PROJECT NAME: _____________ _ PROJECT LOCATION: ---------------- TURNOVER ITEMS: □ Operation and maintenance manuals, □ Irrigation controller certification letter from the Authorized WeotherTRAK ET-PRO 3-C Distributor for each controller installed under this contract. □ Two (2) keys for each irrigation controller. □ One ( 1) set of special tools required for removing, disassembling and adjusting each type of sprinkler and valve. □ A minimum of one 11) five-foot key for operation of each type of gate valve. □ Two (2) quick coupler keys and matching hose swivel for each type of quick coupling valve. □ Irrigation controller manuals. □ Two copies of 11" x 17" color-coded controller charts laminated between two (2) pieces of IO mil plastic for a total of 20 mil thickness -Provide two charts for each controller. □ Two sets of plain paper copy prints of irrigation record drawings. □ One ( l) digital file on CD-ROM of the irrigation record drawings and controller charts in AutoCAD and PDF format. □ Completed Irrigation Guarantee Statement. DELIVERED BY: ACCEPTED BY: Name of Contractor Name of Owner Contractor's Authorized Representative Owner's Authorized Representive Signature Signature Date of Deliverance to Owner Date of Acceptance by Owner a. 0 ::c ::c •• 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 @ This (1ard co~v or elecltonief drawing ·s an msturnant of Sn'1ce and the property or orcutt wmslow and shall remai1 t,e:r pmpe"ly The design pro'essmnal s~~!I not be 1sspcmsible for ;my alterations, mod1fic2!1mS or additm~s made to this draw1~g by any party other flan the des1g,1 professional Use of thl:l drav.rng shall be t:mtted to the 011;1mal ~de lornhl~h 1s was prcpmull and pub'1ca~on thereof is expressly h:111ted to sueh us~, re-use or reprO!lucilon Unless otherwise agreed 11 wrltrg, design profess'oral reseives all copyii9hl m olllE!f frnpertf in!Eresl 11 this draw1r<1i, arc 1t mar not be re-used for any other puri;ose w,thout U,e desgn profess,onal'swnllen conS!lnt Publ1caton by anv melhO!l ,n IYhOle orpar11s prohib1tMw1llloutlhawnttan p-arrmsi:ln oft~edesignprofEsslonal An)' 1nfmmBtlon ubta,ned or condus,ons de,ived fran this dra.-iing shall be at tte use~s 50le risk <( z 0::: 0 lL ...J <( LO u 8J ON z I- <( u ...J w 0 -, (9 0 w 0::: ...J o_ CLIENT CONTACT Tam Storer One Legoland Drive, Carlsbad, CA 920D8 tom.storer@legoland.com tel: 858.334.8938 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DELTA DESCRIPTION & City & County plan check a';. City & County plan check Lr, City & County plan check PROJECT TEAM: 7/0112024 8/2912024 9/2512024 R W Apel Landscape Architects, Inc. PRDJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS IRRIGATION SPECIFICATIONS S_H_EET:__:_:N_::_O:_. _________ _ L-615 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDiNG PRECISE LOCATION OF PLANTING AREA "AS BU IL T" Tifil DAIT REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHE'::T 18 CITY OF CARLSBAD PLANNING DIVISION 1-----+--+----------------1-----1---+----!----l PRIVATE (ON SITE) RECYCLED WATER SYSTEM FCR: DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 APPROVE~d ~ PLANNING INITIAL DRWN BY, RICHARD W. APEL to f,,t,/z,( DATE DRAWING NO. CHCKD BY: CITY APPl<OVAL RICHARD W. APEL PROJECT NO. LPC2024-0015 DEV2023-0061 547-?L SHEET18 OF 35 SHEETS PART 2 • PRODUCTS 2.1 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 pipe for irrigalion syslems carrying recycled water and white pipe for irrigation systems carrying potable water) I. Pressure main line piping for size 3" and larger shall be Class 200, PVC plastic, ASTM DI 785, Type I, Grade I with rubber gaskeled bell and spigot connections for size 4 in, and lorger. The insertion mark shall be visible to show proper depth into spigoL Thrust blocks shall be installed in accord with manufacturer's recammendafians. a. Fiftings including but not limited to bends, reducers, plugs and the opposite side of tee branches shalt be bell end ductile iron fittings far PVC pipe. b. Fittings shalt be manufactured of ductile iron, grade 70-55-05 in accord with ASTM A536. Fittings shall have deep bell push-on joints wifh gaskets meeting ASTM 1'477. nttings shall be HARCO DEEP BELL as manufactured by The Harrington Corporation of Lynchburg, VA, Tel: (804) 845-7094, or approved equal by Leemco. c. Thrust blocks shalt be standard concrete mix in accord with ASTM C-150, ASTM C-33, and ASTM C-94 with a compressive strength (28 days) of 3000 psi. Thrust blocks shall be installed at all lees, elbows, 45's, crosses, reducers, plugs, caps and valves. Contractor shall be responsible to ensure stability of all thrust blocks. 2. Pressure main line piping for sizes 2" through 2-1 /2" inch shall be PVC Class 315. 3. Class 315 PVC pipe shall be made from an NSF approved Type I, Grade I, PVC compound conforming to ASTM resin specification DI 784. Pipe must meet requirements as set forth in Federal Specification PS22-70, with an appropriate standard dimension (S.D.R.) (Solvent-weld Pipe). 4. Pressure main tine piping for sizes one and one-half inches (1-1 /2'') and smaller shall be Schedule 40 PVC with solvent welded joints. 5. Schedule 40 PVC pipe shat! be made from NSF approved Type I, Grade I PVC compound conforming to ASTM resin specification D1785. Pipe must meet requirements as set forth in Federal Specification PS-21-70. 6, PVC solvent-weld fittings shall be Schedule 40 PVC, 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 lhe manufacturer, 8. PVC pipe must bear !he following markings: a. Manufacturer's name b. Nominal pipe size c. Schedule or class d. Pressure rating in P.S.I. e. NSF (National Sanitation Foundation] approval f. Date of extrusion 9. Fittings shall bear the manufacturer's name or trademark, 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 irrigation system carrying recycled water and white pipe far irrigation system carrying potable water] l, Non-pressure buried lateral line piping shall be Schedule ~O PVC with solvent-weld joints when installed in on-site planting areas. 2. Non-pressure lateral line piping installed under paved areas shall be PVC with solvent welded joints. 3. Pipe shall be made from NSF approved, Type I, Grade II PVC compound conforming to ASTM resin specification D!784. Pipe must meet requirements set forth in Federal Specification PS-22-70 with an appropriate standard dimension ratio. 4. Except as noted in paragraphs I, 2, and 3 of !his section [2.01 CJ, all requirements for non-pressure lateral line pipe and fittings shall be !he same as for solvent-weld pressure main line pipe and fittings as set forth in section 2.01 B of these Specifications. D. Lateral Line Pipe Installed on Grade: I. Lateral line piping installed on-grade shall be ultra-violet resistant poly vinyl chloride (UVR-PVC] pipe and shall be PVC 1120, type l, grade l as manufactured by Pacific Plastics, in accordance with ASTM designation D-1785 and shall be of nominal schedule 40 pipe classifications. 2. UVR fi11ings shall be PVC 1120, type I, grade I, as manufactured by Dura, in accordance with ASTM designation D-2246, schedule 40 socket type, the dimension conforming lo and intended for use with !PS outside diameler 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 2500 hours in an approved weather-a-meter and by the approved lest 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 fillings installed on grade shall be of type and instattalion methods prescribed by the manufacturer. 5. For anchor details of pipe, see !he installation details, 6. Provide Recycled water warning labels for all on-grade pipe and risers as required by waler district A. Brass Pipe and Filtings: I. Where indicated on the Drawings, use red brass threaded pipe conforming to Federal Specification #WW-P-351. 2. Fittings shall be red brass conforming lo Federal Specification #WW-P-460. F. Copper Pipe and Fittings: I. Pipe: Type K, hard tempered 2. Fi11ings: wrought copper, solder join! type 3. Joints shall be soldered with silver solder, 45% silver, 15% copper, 16% zinc, 24% cadmium, solidus 0111250 F. and liquid us at 11450 F. G. Galvanized Pipe and Fittings: I. Where indicated on the Drawings, use galvanized steel pipe ASA Schedule 40 mild steel threaded pipe. 2. Fi11ings shall be medium galvanized threaded beaded malleable iron. Galvanized couplings may be merchant coupling, 3. Galvanized pipe and fittings installed below grade shall be painted with two (2] coats of Koppers #50 bitumastic. H. Ball Valves/ Gale Valves I. Ball valves 3" and smaller installed on irrigation mainlines shall meet the following requiremenfs: g, Manual ball valves shall be PVC w/EPDM O-Rings and socket end connectors. h. Manual ball valves shall have thermoplastic gear driven operating nut rotates 360° lo achieve a 90° furn of the ball. i. Manual ball valves shall be Losco Sia-Close full block true union ball valves. 2. Gale Valve valves 4" and larger shall meet the following requirements: a. Cast Iron body for IPS PVC push-on ends with stainless steel stem and 2" operating nut. b. lPS PVC push-on valves shall ulilize Harco gaskets and shall be interchangeable with Harco fillings. c. Rubber encapsulated ductile iron wedge with full diameter waler way. d, Valves shall meet or exceed AWWA C-509 and shall be epoxy coated inside and out meeting or exceeding A WWA C-550. e. Gate valves 4" and larger -Use Nibco #P-619-RW iron resilient wedge gale valves. 3. Gale valves shall be installed per installation details, I. Quick Coupling Valve: I. Quick coupling valves shall have a brass, two-piece body designed for working pressure of l SO 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, J. Primary Master Valve/Basket Strainer Assembly: [For systems using recycled water for irrigation) I. Pressure reducing master valves shall be a 3" WeatherTRAK Flow 3 Hydrometer #WTF3-300-RS-NO-PR combination normally open solenoid controlled pressure reducing moster valve, water meter and flow sensor with reed switch register oulpuf. 2. Master valves shall be used for recycled waler systems and shall have 24 volt normally open (energize to close) solenoid operation. 3. 3" Basket strainer shall be a Watts 97FB-CSSIB or Keckley Style SSGFV with 150# flanged stainless steel body and 40 mesh slain less steel screen. 4. Assemblies shall be flanged with slain less steel nuts and baits, 5. Install entire assembly within a Carson Model #30481003 30" X 48" X 18" DEEP Polymer concrete vault with two piece bolt down cover. Cover and Body shall be traffic rated per ANSI/SCTE-77 TIER 22, WUC 3.6, ASTM C857 A-16. Refer to manufaclurers installation guide for additional information. K, Secondary Mosler Valve/ Basket Strainer Assembly I. The masler valve assembly includes a master valve, basket strainer and two (2) isolation valves. The final instattalion of the master valve and basket strainer assembly shall be made by the contractor. 2. Master valves shall be brass Superior 3100 series normally open brass valve, Mosler valve shall be size shown on the drawing, 3. Master valves shall be used for recycled shall have 24 volt normally open (energize to close] solenoid operation. 4, Basket strainers 2" and larger shall be a Wafts 97FB-CSSIB or Keckley Style SSGFV with 150!/ flanged stainless steel body and 40 mesh stainless steel or approved equal. Refer to plans for specific product specification, 5. Isolation ball valves I" to 3" shall be Losco Sia-Close full block true union PVC ball valves. 6. lnslatt entire assembly within a Carson Model #24 series deep plastic vault and plastic boll-down cover as follows: Assembly Size 2" Model No. 2448 Inside Vault Size [LxWxD) 51" X 27"X 30" L. Backflow Prevenlion Uni!: (For irrigation systems using potable waler] I. Backflow prevention uni! [BFP) shall be of size and type indicated on the irrigation drawings. 2. Wye strainer at backflow prevention unit shall have a bronzed threaded body with 60 mesh monel screen similar to Watts il777M l or approved equal. 3. Pressure main line piping between the point of connection and the back/low preventer shall be installed as required by local code. The Contractor shall verify with the local governing body as to material type and installation procedures prior to start of construction. Submit shop drawing of BFP location and piping connections for approval prior to construction. 4. Final location and exact positioning of the backflow preventer shall be approved by !he Owner's authorized representatives prior to installation. Failure la obtain approval may result in relocation of back/low preventer per owner's direction at no additional cost Jo owner. M. Check Valve: l. Swing check valves two inches (2") and smaller shall be of high impact PVC Type II material with an EDPM swing gate, no internal metal parts and connect with both threaded and slip-fit models. Swing check valves shall be model KSC series as manufactured by King Bros. or approved equal. 2. Anti-drain valves shall be of heavy duly virgin PVC construction with F.I.P. thread inlet and oullel. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field adjustable against draw out from four [4) lo 32 feel of head, Anti-drain valves shall be Hunter HCV or approved equal. N. Control Wiring: 1. Wire requirements are as follows: a. Unless otherwise noted, connections between an irrigation controller and its corresponding electric control valves shall be made with direct burial copper wire AWG-U,F, 600 volt, b. Mosler valve control and common wires shall be installed within 1-1 /2 schedule 40 PVC conduit along with flow sensor cable. Conduit shall be gray in color Wires shall be a different color than the control, common and spare wires used for the associated irrigation controller. c. When more than one [I] controller is installed at the same location, pilot wires shalt be a different color wire for each irrigation controller. Common wires shall be white with a different color stripe for each irrigation controller. Spare wires shall be a different color than control and common wires. d. Install in accordance with valve manufacturer's specifications and wire chart, In no case shall wire size be less than #14 AWG, Common wire size shall be no less than #12 AWG, 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 [ l) wire is placed in a trench, !he wiring shall be taped together at intervals of ten ( I OJ feel. 4. An expansion curl shall be provided within three (3] feel of each wire connection. Expansion curl shall be of sufficient length al 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 slrelching wire conductors. 5. Control wire connection splices shall be made with 3M "DBY-6" direct bury splice kits or approved equal. Make only one (l) splice with each splice kit. 6. Field splices between the irrigation controller and electric control valves will not be allowed without prior approval of the Owner's Authorized Representative. 7, Two (2) continuous spare control wires shall be installed with the mainline from !he controller enclosure to the ends of the mainline in every direction. A common wire shall be extended to the location where the spare wires lerminale. Terminate spare wires within separate standard rectangular box or within a control valve box as designated on the drawings, Weather Based tnigotion Controller Assembly: l, Weather based irrigation controller(s) shall be of size and type shown on the Drawings. WealherTRAK ET PRO3-C series irrigation controller shall be pre-assembled by Hydroscape Products or approved equal controller enclosure assembly manufacturer. 3. ainless steel controller assemblies, as specified, shall provide the Owner with a w '11en, seven (7] year Limited Warranty with onsite technical support on each co plete assembly and a "Certificate of Compliance" certifying that each asse bly has been properly inslalted on the project site. a. Co !roller enclosures shall be installed an concrete base per irrigation details sho n on the drawings. 4, Irrigation ontroller and accessory products, as specified shall be installed in VIT Products r approved equal stainless steel enclosures. Controller assemblies shall include a s ven (7] year pre-paid data subscription to the WeatherTRAK ET PR03-C Central lrrig lion management (CIM] service for each irrigation controller, a. Control r Enclosure Assembly features shall include: I) Lockin stainless steel enclosure with stainless steel back plate. If controlle is to be stalled indoors, unit shall be mounted within stainless steel wall mount a embly and secured lo interior watt with anchor bolls of size and type requ ed for wall material and weight of controller assembly, 2) 3) 4) 5) 6) Controllers es available: 12, 18, 24, 30, 36 and 48 stations, WealherTRA ET PRO3-C high gain external mount antenna communicali n card and pancake antenna with cable. The controller a sembly shall be equipped with a high flow shut-off assembly for use 'n conjunction with a master valve to monitor and shut down the irrigatio system in !he event of an excess flow condition. In !he even! of a hi h fl· v shut off, the controller shall be capable of sending and alar• 0 -;ie by email or text messaging to up to three (3 separate commL -levices. If more than one ( ~' controller is required for a specific irrigation Point of Connectior •le flow sensor shall be required for each irrigation controller, l ·ated flow sensor shall be installed on an irrigation sub-main the :;;.--' \ only control valves that are connected 1< ifs respective irrigation ~ Use one (I] master valve for each flow sensor. 7) WealherTRAK ET PRO3-C Cent al high gain external mount antenna serie· controllers shall include a facto installed Radio Remote Ready Connector, 8) Primary voltage transient protecti n. 9) UL Approved 120 VAC transformer. I OJ Ground rod as a part of controller as embly. 11) User manual with step-by-step progra ming instructions delivered with controller. 12) Flow sensor assemblies shall be specified s part of the controller enclosu e assembly, 13) Rain switch assembly, in externally mounte in vandal-proof security housing. b. Irrigation scheduling capabililies shall include: 1) Operation of individual station programs as est lished by the irrigation conlraclor. Refer lo "Weather Based Irrigation C nlroller Setup, Schedule and Program" requirements listed in Part 3 of thes specifications. 2) Irrigation schedules shall be automatically updated ased upon real-lime; ET adjustments of each controller station's run times u ing WeatherTRAK Eli PRO3-C-Central. 3) Cycle and soak programming, 4) Sequential stacking of overlapping starling times, or run to two (2) or more programs simultaneously. 5) Independent station adjustments from one (I)% to 300% in ne (1) % increments. 6) Non-volatile memory to maintain programs in case of power toge, 7) Review mode provides schedule and program information for ch individual station, 8) Built-in alert functions for short detection and programming conflic s. c. Manual Operation features shall include: Controller shall be capable of allowing user to manually stort stations or upplemental irrigation, for system Jesting and for system troubleshootin and repair. CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: LEGOLAND CALIFORNIA RESORT ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 TELEPHONE: (760) 918-5300 DATE PLAN PREPARED: .:..7,._/:..01'-L/--"2'-"0-=-24.:,_ _____ _ DISTRICT ENGINEER DATE BY: R, W. APEL LANDSCAPE ARCHITECTS INC 2] Conlroller shall be capable of manual operation of individual valve stations or all stations from one (I) to nine (9) hours and 59-minutes in one ( l) minute increments. d. Electrical Requirements: 1] Input powerrequired: 117 VAC +/_ten [I 0)%, 60 HZ capable of operating up lo two (2]; 24 VAC solenoids per station while running one (I], 24 VAC pump/master valve output circuit. 2] Total controller output: maximum 1.5 amps al 24 VAC including amperage for the master valve/pump start. 3) Power supply overload, back-up fuse: 1.5 amps with surge protection on 24V output board. e. WoalherTRAK ET PRO3-C-ET Everywhere Service: Each WealherTRAK ET PRO3-C irrigation controller installed on !his project shall include wireless Data service, 2) Wireless Data service shall include daily local ET values transmitted wirelessly to conlrotter, automatic program adjustments by station. 3) T values shall be capable of being assigned lo be on or off on a program y program basis. 4) D ily ET values can be accessed through the Internet. f. Wealh rTRAK ET PRO3 Central Irrigation Management (CIM) Services: l] Eac WeatherTRAK ET PRO3-C irrigation controller installed on this project shall elude Central Irrigation Management (CIM) service plan. 2) Weal erTRAK ET PRO3-C CIM service plan shall include: a,] Re ote management and control from any computer able to access !he 'nternet. b.) Ace ss lo secure password-protection to web site 24-hours a day, seve (7] days a week. c.] Easy-I use interlace with built-in help system to simplify training and progra ming, d.) Station-I vet programming far single or multiple controller views. e,) Program hange simulations including field change notification and field syncH onizalion with web site. f.) Alerts for el ctrical and programming issues. g.) Activity log nd reporting. g. Warranty and Technical S pport shall include: l) Controller enclosur assemblies shall include warranty and field technical support for a period f seven [7) years, 2) One five (5] year Hy escape #HSTICACCIMPRO3-l 248-5Y 3) WeatherTRAK ET PRO3 C CIM wireless data service plan to combine with the two year WealherT AK ET PRO3-C CIM service provided with purchase of controller for a comb1 ed total of seven [7) years of WeatherTRAK ET PRO3-C CIM service. 4) Service Aclivalion and se ice activation instruction for system startup, I. All incidental parts which are not sh wn on the plans or specified herein and are necessary to complete the inslattatio -• veather based irrigation conlroller(s) shall be furnished and installed as tho•· 0 ,arts were shown on plans or specified. Weather based irrigation conlrollc e in satisfactory operation at the time of completion. ~ 2. The irrigation controller enclosure ass II be equipped with a 120 VA C duplex box with an On/Off switch, an, :;.;, ·receptacles.The Contractor shall provide metal conduit run from the l 2L ~ \ ,ly lo the controller assembly. Electrical power within the housing shall ~ iy phased. 3. Upon final inspection of the project, the Ir, _,,1tion Conlraclor shall provide for !he Owner a "Job Sile Equipment Inspection and 'ive (5] year Warranty Certification" letter from the Irrigation Controller Enclosure A_~embly manufacturer. This letter shall include verification of conformance with specl ications and installation recommendations, site inspection date and sh I list all assemblies covered under the five (5) year warranty, P, Stainless Steel Vandal-Resistant Controller Enclosure ssembly: I. The slain less steel vandal-resistant controller enclos re assembly shall consist of a "Strong Box" housing, stainless steel back board, au! matic irrigation controller(s), terminal strip, and a 117-voll outlet. 2. The slain less steel backboard shall be bolled to the h using lo provide a base for mounting the controller and terminal strip, 3. Enclosure assembly shall be equipped with a 117-volt d lex box with an On/Off switch, and 117-voll receptacle. The Conlraclor shall pr vide metal conduit run from the 117-volt supply to the controller assembly, All po er within the housing shall be properly phased. 4, Enclosure assembly shall include a pre-wired terminal strip c orly indicating the proper points of connection of all appropriate wiring [station valves, master valve, common, flow sensing, etc.) including radio remote ready co nectar appropriately sized far controller, 5. The vandal-resistant controller enclosure assembly shall be man factured by Hydro-Scape Products, Inc. Technical Division, 5805 Kearny Villa d., San Diego, CA 92123, phone (858)522-1156 or approved ecual. 6, Upon final inspection of the project, the Irrigation Contractor shall rovide for !he Owner a "Job Sile Equipment Inspection and 7year Warranty Certif1 ation" letter from the enclosure manufacturer. This lefter shall include verificalio of conformance with specifications and inslallalion recommendations, ite inspection date and shall list alt assemblies covered under the 7year warranty. 7. For the duration of !he HydroPoint WeatherTRAK and Hydroscape Prod els 7-yeor Warranty, HydroPoinl WeatherTRAK and Hydroscape Products will provi e onsite technical support by factory trained and authorized field technicians. T limit any potential controller down-time, HydroPoint WeatherTRAK and/or Hydrosc pe Products shall have the ability to service, repair, or replace the controller u, on initial onsite review, if repairs are deemed lo be covered under warranty, Mobil field technicians hall be available to respond onsile in a timely manner. Q, WeatherTRAK ET PRO3 Controller Assembly Installation Certification I, The Conlraclor shall be responsible lo obtain the services of HydroPoint WeatherTRAK and Hydroscape Products lo complete the Certification proced e for each WealherTRAK ET-PRO3 irrigation controller assembly. The Contractor sh II be responsible for paying any costs involved for the Certification process, 2. Contact HydroPoinl WealherTRAK and Erik Anderson at Erik.Anderson@hydroscape.com for certification request from Hydroscape Product . 3. HydroPoint WealherTRAK, Hydroscape Products can only certify WealherTRAK ET-PRO3 irrigation controller assembly parts that were sold through Hydroscape Products or approved Hydropoinl WealherTRAK Distributor. For items outside of the Assembly Serial number there will be a certification charge lo inspect these Items. \ ! "-\ I '~ Ill ·-I LEGOLAND _,,\ CALIFORNIA c.. 0 ::c ::c •• 120 n orange ave orlando, fl 32801 407 .644.2656 I www.owp.com r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unil B Encinita:::., CA 92024 (760) 943-0760 CA license #2825 © This (hard c~py orelaclronlc) drawing Is an mslru!0011t ofservioe end the property of orcutt l'oinslo~· and shall remain their property. fM design pr~fessIooal Shall rct te respcnsibt; ~· any altera'.lons, modifications or add1t1Jns r~adB to tl,is drawlnf ht eny paIty other than Iha rlesl,1n professional, Use of this Orawirl{l shall be l;nited to the original sI!e !or whIc·1Is was prepared and publIcalion tho roof is exprecsly!lr111'.ee !o sueh use, r1H1seor reproductlon. u, &ss otherw se agree~ In wn~ns, ceslgn professional rese111es all ~opyr1ohl or other pr~µw1y ln!er~st In ~iis drawing. and :I may not be re-used for any other purpose wit1o·Jt :he design prclessicnal's written consent, PublIce~on by or'r/ mothod in whole or part is protilbitetl without the wn:ten perrnIssIon of the design professmnal. Any 1nrormatl();1 obta ned or conctusinns derrved from this dra..,ing shall be a: :he USl!~S sol& rlsl( (D :::, a. 6 ~ (/J 1-z w ;a, z ~ ' w'-' f-;;,; z U) w (9 zz ::J 0 "' ~ WO :. :c <( z 0::: 0 LL :;;i I,{) 0N 0 ON ~0 _J UJ 0 -, (9 0 UJ 0::: _J CL CLIENT CONTACT Tom Storer One Lego!and Drive, Carlsbad, CA 92008 tom.storer@legoland.com tel: 858.334.8938 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DELTA DESCRIPTION & City & County plan check £, City & County plan check & City & County plan check PROJECT TEAM: DATE 7/0112024 8/2912024 9/2512024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS IRRIGATION SPECIFICATIONS SHEET NO. L-616 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATC: CARLSBAD MUNICIPAL WATER DISTRICT SHEET 19 CITY OF CARLSBAD PLANNING DIVISION 1----t----l-----------------+------+---11----1----1 PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 ~ /ll'o),,...,. (H_ ~ tolll/ll-4 ' ---1----1---------------1---l-----l-----+-----IAPPROVED ,/J./ ~ f----+-----+-----------------+----+----...je----...j---lPLANNING DATE l------------,;_--------------1 DATE iNITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPR0VAc DATE INITIAL DRWN BY: RICHARD W. APEL CHCKD l:3Y: CITY APPROVAL RICHARD W. APEL PROJECT NO. LPC2024-0015 DEV2023-0061 DRAWING NO. 547-?L SHEET19 OF 35 SHEETS To inquire about what parts are covered under warranty and certification please contact HydroPaint WeatherTRAK and Hydroscape Products customer service. The following information must be provided to start the certification process of the equipment and installation. a Assembly Model .JI; b. eriol Number#; C. p ject: d. Lo lion: e. Con actor: f. Canta t: g. Phone: 5. Prior to Hydr oint WeatherTRAK. Hydroscape Products performing the WeatherTRAK T-PR03 irrigation controller assembly Certification, the following steps must be com pl led by the Contractor; a. Enclosure lem lale must be removed from the bottom of the enclosure or concrete pad. ake contro!ler is installed level and hardware is tightened. b. Master Valve wire shall be installed and connected to Master Valve terminal. c. Permanent power r quired; 115 VA C wires shall be installed in conduit from the Control!er to the ele lricol meter. d. Electrical Wiring shall ti installed to electrical code. e. Ground rod installed an the enclosure shall be properly grounded. f. 115 VA C power shall be t ned on to the controller from electrical meter. g. Flow sensor(s) shall be instal d with a minimum of 10 pipe diameters of straight pipe upstream of sensor and pir diameters downstream of sensor. h. Flow sensing cable shall be o 1 conduit from the sensor to the inside of enclosure. i. Ensure polarity when connec1 ~ 111 sensor wires to the sensor cable wires: Red sensor wire to White ca bis ~ t: sensor wire to Black cable wire. j. Splices at the valve box, from th :;;., \ oor wire to the coble, shall be made with specified watertight connec ~ k. If there is a Pump Start Relay instalk --" sure the pump is wired to interface with the controller. I. Irrigation system shall be water pressurized nd operational. 6. The Contractor shall receive controller certificat n from HydroPoint WeothorTRAK, Hydroscape Products Service Technicians for pe rming all of the following tasks in the certification process of the WeotherTRAK ET-P 3 irrigation controller assembly. a. The technician will verify that the enclosure is pro erly installed per manufactures specifications. Verify that the enclosure template i emoved from the bottom of the enclosure or concrete pad. The technician will v rity that the controller assembly is installed level and hardware is tightened. b. Verify that the Master Valve wires are installed and con ected to Master Valve terminal. The technician will verify that the Master Valve perates electrically from lhe controller. c. Verity permanent power source of 115 VAC and wires instal din conduit from the controller to the electrical meter. d. Verify grounding rod is properly grounded to enclosure. e. Verify flow sensor(s) installed with a minimum of 10 pipe diamete of straight pipe upstream of sensor and 5 pipe diameters downstream of sensor. f. Verity flow sensing cable is installed in conduit from the sensor to th inside of enclosure, g. Verity polarity connecting the flow sensor wires to the sensor cable wir : Red sensor wire to White cable wire; Black sensor wire to Black cable wire. h. Verify splices at the valve box, from the Master valve wire to the cable an flow sensor wire to fhe cable, made with watertight connectors. i. If there is a Pump Start Relay installed. the service technician will make sure t e pump is wired to interface with the controller and operates with programs. j. Verify the irrigation system water is pressurized and operational. k. The service technician will calibrate the flow sensor with the controller by entering the flow sensor size installed in the field. ,. Electric Control Valve; 1. Electric control valves shall be the same size and type shown on the Drawings. 2. Electric control valves shall hove a manual flow adjustment. 3. Provide and install one i 1) control valve box tor each electric control valve. s. Valve Box: I. Valve boxes shall be green in color for irrigation systems carrying potable water and purple in color or irrigation systems carrying recycled water. 2. Contractor shall special order recycled water valve box lids to conform to water dishicts requirements and shall include the words "RECYCLED WATER -DO NOT DRINK" and shall have the international symbol conveying the same warning. 3. Use ten-inch by ten and one-quarter inch ( 10' x l 0-1/4") round box for all gate valves, Carson Industries #910-128 with bolt-down cover or approved equal. Extension sleeve shall be PVC with minimum size of six inches (6"). 4. Use nine and one-half inch by sixteen-inch by eleven-inch (9-l /2" x 16" x 11 ") rectangular box for all electric control valves and ball valves, Carson Industries #1419-128 with bolt-down cover or approved equal. 5. Use ten-inch ( 10') diameter x ten and one-quarter inch ( 10-1 /4") deep round plastic valve box for all quick coupling valves, Carson Industries #910-128 with bolt-down cover or approved equal. T. Sprinkler Head: l. Sprinkler heads shall be of the same size, type, and deliver the same rate of precipitation with the diameter (or radius) of throw, pressure, and discharge as shown on the Drawings and/or as specified herein. 2. Spray heads shall have 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 lhe sprinkler body. 5. Sprinkler heads of the same type shall be by the same manufacturer. u. Sub-Surface Drip Irrigation System: I. 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 purple in color for recycled water systems and shall confomn to an outside diameter (O.D.) of 0.66" and on inside (1.D.) diameter of 0.57". The low volume tubing shall be capable of a discharge rote of 0.60 gallons per hour (GPH) between operating pressures of 7 to 70 psi for each individual dripper. Dripper tubing shall Netafim TlRW. Brown with purple stripes for use with recycled water. 2. The individual sell-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 discharge rate), with chamfered edges and a recessed groove in the center the full length of the diaphragm. c. Flexible block 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 tilter. 3. Dripper spacing shall be 12" on center. 4. 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 two ridges or barbs per outlet. All fillings shall be Netafim and shall be available in one of the following end configuration: a. barbed insert fittings. b. male pipe threads (MPT) with barbed insert fillings or female pipe threads (FPT) with barbed insert fittings. 5. Non-pressure supply and exhausl headers shall be rigid, un-plasticized polyvinyl chloride PVC 1220, (Type 1, Grode 2), class 200 with schedule 40 PVC fittings conforming to Section 2.01 C of these specifications. Size as noted on drawing. 6. 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 be 1 /2" MPT. 7. 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. 8. The Quick Check Basket Filter shall provide for continuous filtration of the drip zone when the Quick Check Basket Filter shall be installed downstream of the dripline zone valve. The Quick Check Basket Filter shall be pressure rated to 150 psi to permit installation downstream of the control valve(s). 9. The Quick Check Basket Filter shall incorporate a stainless steel screen element with a basket design to capture debris and prevent the debris from falling into fhe downstream line during routine maintenance. The screen element shall be reinforced with polypropylene ribs to increase duraoility and the screen element shall be color-coded for easy identification of mesh size. The body of the unit shall be constructed of impact resistant glass-filled polypropylene and the cap of glass-filled nylon with a UV resistant polyurethane indicator window. The unit shall incorporate an indicator window that shows when the filter needs fo be cleaned. The Quick Check Basket Filter and Stainless Steel Screen Element shall be manufactured by Rain Bird Sprinkler Mfgr Corporation, Glendora, California. 10. Tubing clamps shall be constructed to 304 AISI stainless steel and 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 of 1/4" (7 mm). V. Identification Tag: I. I.D. tags tor electric control valves shall be manufactured from Polyurethane Behr Desopan. Use Christy's standard tag hot-stamped with black letters on yellow background. Togs for electric control valves shall be numbered fo match programming shown on the Drawings. Provide one (1) tag for each electric control valve. 2. Special order tags from T. Christy Enterprises, 655 East Ball Road, Anaheim. CA 92805. Phone (714) 507-3300 and Fax (714) 507-3310. w. Flow Sensor Cable: 1. An irrigation main-line flow sensor shall be installed in accordance with Drawings and manufacturer's installation 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 sysfem. 2. The fiow sensor cable shall be a four (4) conductor underground communication cable with stranded soft annealed tin coated copper wire conforming to !CEA S-56-434. The cable shall utilize stranded insulated conductors, aluminum shield and drain wire fo minimize electrical, magnetic, and radio frequency interference, The cable is listed by UL or ETL or CSA and shall have a jacket of sunlight and moisture-resistant PVC by Paige Electric Corp. [Product #P7171 D-Rev5). 3. Flow sensor cable may be extended to a maximum distance of 2000 ft. from the location of the assembly to which it is connected. Wire shall be installed in a two inch (2") UL-listed Schedule 40 PVC conduit gray in color. 4. Provide a separate flow sensor cable from each flow sensor to its respective designated controller. Run flow sensor cables within one and one-half inch ( 1-1 /2") PVC Schedule 40 conduit for one flow sensor coble and two inch (2") PVC Schedule 40 conduit for two flow sensor cables. Refer to sensor cable, communication cable conduit, and communication cable pull boxes specified elsewhere for additional information. 5. Up to a maximum of two (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 two (2) flow sensor cables in any conduit. Control and common wires for the master valve immediately upstream from flow sensor shall be installed within flow sensor conduit along with flow sensor cable. Use two-1nch (2") UL-lisfed Schedule 40 conduit when two (2) flow sensor cables and master valve wires are installed within the same conduit. 1. Flow sensor cables from different points of connection may not be instalied within the same conduit, 2, Control and common wires tor the master valve immediately upstream tram flow sensor shall be installed with different color wires. 3. Splices shall be performed in a 3M "DBY-6" direcl bury splice kit. Make only one ( 1) splice with each connector. X. Flow Sensor Cable Conduit: I. As a part of this Contract, the Contractor shall provide and install a flow sensor cable conduit that will be used for the future insfallation ot communication cable(s). 2. Flow sensor cable conduit shall be Schedule 40 PVC with solvent welded joints and unless otherwise noted on the Drawings, shall be one-half inch (1-1 /2") conduit for one !low sensor cable and two inch (2") conduit for two flow sensor cables with one-quarter inch ( 1 /4") nylon pull rope installed within entire length of conduit. Flow sensor cable conduit shall be gray in color. 3. Except as noted in paragraph number two (above) of this section. all requirements for flow sensor cable conduit and fittings shall be the same as for solvent-weld pressure main line pipe and fittings as set forth in Section 2.1 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 flow sensor cable conduit shall be installed where indicated on the Drawings and shall be routed, wherever possible, with the irrigation pressure main line piping. Provide 24-inch minimum cover over all flow sensor cable conduits, Provide six-inch (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 irrigation controller location, and at each change of direction. Use 11-3/4" x 17" x 11" rectangular box for all pull boxes, Carson Industries # 1419-128 with black bolt-down cover or approved equal. Cover shall be marked ''Irrigation Control Cable." Refer to the Drawings tor additional infomnation. Y. Miscellaneous Irrigation Equipment: PART 3- I. Refer to the Drawings for sizes and types of miscellaneous irrigation equipment. 2. Miscellaneous irrigation equipment shall be as specified or approved equal. EXECUTION REQUIREMENTS 3.1 GENERAL INSTALLATION REQUIREMENTS A. Before work is commenced, schedule a pre-construction meeting with Owner, General Contractor, and Landscape Architect to discuss general details of the work. B. Verify dimensions and grades at job site before work is commenced. C. During the progress of the work, a competent 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 the Contractor in it; absence and all directions given to the superintendent shall be as binding as if given to Contractor. D. 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. 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 confimn the manner by which 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 material. 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, legend, or specific notes are discovered. All such obstructions, conflict;, or discrepancies shall be brought to the attention of Owner's Authorized Representative. I. Replace, or repair to the satisfaction of Owner, all existing paving disturbed during the course ot 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, Sprinkler heads will require installation of anti-drain devices to prevent low head drainage. L. Coordinate the installation of all sprinkler materials, including pipe, with the landscape Drawings to avoid conflict with the trees or other planting. 3.2 OBSERVATION OF SITE CONDITIONS A. Scaled dimensions are approximate. The Contractor shall 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 in excavating and working near existing 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 ot 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 itself that he may safely proceed before starting work on the irrigation system. Any discrepancies between the drawings and actual site conditions shall be brought to the attention of the owner prior to proceeding with fhe work, 3.3 PREPARATION A. Physical Layout: I. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, 2, Layouts shall be reviewed by the Owner's Authorized Representative prior to installation. B. Water Supply: I. 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. C. Electrical Supply; I. Electrical connections for any and all irrigation controllers shall be mode to electrical point(s) ot connection as indicated on the Drawings. 2. Connections shall be mode at the approximate location(s) shown on the Drawings. 3. The Contractor is responsible for minor changes caused by actual site conditions. CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: LEGOLAND CALIFORNIA RESORT ADDRESS; 1 LEGOLAND DRIVE CARLSBAD, CA 92008 TELEPHONE: (760) 918-5300 DATE PLAN PREPARED: _7~/0~1~/=20'--'2'-'4 ______ _ OiSTRICT ENGINEER DATE BY: R. W. APEL LANDSCAPE ARCHITECTS INC 3.4 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 tor a minimum of eighteen I 18) inches cover for all pressure supply lines of two and one-half inch (2 1/,") nominal diameter or smaller, 3. Provide tor a minimum of twenty-four inches (24") cover for all pressure supply lines of three-inch (3") nominal diameter or larger, 4. Provide for a minimum of twelve inches (12") for all non-pressure lines. 5. Provide for a minimum cover of eighteen inches (18") for all control wiring. 6. Provide for a minimum cover of twenty four inches (24") for all communication coble conduits. B. Backfilling: I. The trenches shall not be backfilled until all required tests ore performed. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand, or other approved materials, tree 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 will be initially placed on all lines. No foreign matter larger than one-half inch ( I /2") 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 Backfiil Under Paving: I. Trenches located under areas where paving, asphaltic concrete, or concrete will be installed, shall be backfilled with sand (a layer six inches [6"] below the pipe and three inches [3"] 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 firm unyielding condition. Trenches shall be left flush with the 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 port 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 tor a minimum cover of eighteen inches ( 18") between the top of the pipe and the boftom of the aggregate base for all pressure and non-pressure piping installed under asphaltic concrete paving. D. PVC Pipe and Fittings: I. Install PVC pipe and fittings in accordance with manufacturer's recommendations. 2. Install sprinkler head on PVC pipe as indicated on Drawings. 3. Prepare all solvent-welded joints with manufacturer's primer prior to applying solvent. a. Allow solvent-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 [4) hours has elapsed for solvent-weld setting and curing, unless recommended otherwise by solvent manufacturer. 4. Attach pipe identificafion tape directly to pipe as specified in SBWR regulations, where color-impregnated and stenciled pipe is not utilized. 5. 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 ot the morning before the heat of the day. 6. Curing: a. When the temperature is above 80"F., allow solvent-welded joints at least 24 hours during the time 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 to 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 the pipe and titting manufacturer. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon 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 shall be considered 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 tor 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 tor repair and shall extend 12 inches beyond edges of paving or other construction. G. Line Clearance; 1. All lines shall have a minimum clearance of six inches ( 6") from each other and from lines ot other trades. Parallel lines shall not be insfalled directly over one another. H. Irrigation Controller Enclosure Assembly: 1. Install Irrigation Controller Enclosure Assembly per drawings and per manufacturer's C. 0 ::c ::c •• 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com r•w-Apel landscape architects inc, 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 ~ Tt.ls (hare cop~ orelee!'onl~! 1-awlng i:i an insll~nent of sel\llca andt1e property of orc~tt wmslow and s1aII reirain the~ pro pert</, The c~slgn proless'or8I shall not bs rasponsitle loi any alter~tions, r:iodficahon, or additions made to this d:awlfl.l by ani party o:herthan lH design professional Use of lhisdra'Ning shall be lrnIled to the 01g nalSl!o for tot'Ich Is ·11as prepared and pubicau:r t~era-i ,s expressly ImIted to such 'JS0, rn-Ha er raproduc~on, Unless othaiv1lse agreed 11 wrltrg, dss1s~ professbMI reserves sll copy~gl1t orolhBr prnpeily rntereslh 1'1s draw~. and it may ,ot oe re•used for any other purpose wlthou1 the desig1 prof~ssi:lnal's written consent Publication by a~, met!lod l'l w,10 e or pa:t Is prollIbItud l'i'i•.t.out the l'i'litten permission of the design proles;;lon~I Ar~ informalion ob1a1nad or conclusons den,·eG rrn.11 lllis drawiog sha!I be at the use~s so!e risk uj ::, a.. ~ '-" I z ~. w'-' r-,;; Z Ul W(!) zz ::J i5 ffi c5 "' :c <( z 0::: 0 LL 6~ ON z 1- ::S ~ Q-:, (,!) 0 LJJ 0::: ...J 0.. CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 tom.storer@legoland.com te!: 858.334.8938 DWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DEL TA DESCRIPTION & City & County plan check £ City & County plan check ill, City & County plan check PROJECT TEAM: DATE 7,01/2024 8129/2024 9/25/2024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS IRRIGATION SPECIFICATIONS SHEET NO. L-617 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BU IL T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 20 CITY OF CARLSBAD PLANNING DIVISION l-------+--+----------------1----+--+------l---l PRIVATE (0NSITE) RECYCLED WATER SYSTEM FOR: DATE INITIAL JATE INITIAL DATE INITAL ENGINEER OF WORK REVISION DESCRIPTi0N OTHER APOROVAL CITY APPROVA' LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 APPROVED .11 PLANNING DRWN 8Y: RICHARD w. CHCKO BY: RICHARD w. r>-/(-} a APEL PROJECT >.JO. LPC2D24-D015 APEL OEV2023-0061 Ir, /i,/, /ul, DATE DRAWING NO. 547-?L SHEET 20 OF 35 SHEETS instructions and recommendations. Electric control valves shall be connected to controller in numerical sequence as shown on the Dravvings. 2. Rnal location of irrigation controller enclosure assemblies shall be approved by the Owner's Authorized Representative prior to installation. I. High Volfage Wiring for Automatic Controller: 1. Unless otherwise noted on the Drawings, the 120 VAC elecfrical power to each irrigation controller location is to be furnished by others. The final electrical hook-up shall be the responsibility of the Contractor. 2. Electrical work shall conform to local codes, ordinances, and union authorities having jurisdiction. J. Grounding: 1. Automatic controllers and other devices requiring grounding shall be grounded in accordance with manufacturer's installation guide. 2. Grounding rod(s) shall be a 5/8" x 8' long copper clad rod. It is anticipated that only one (1) rod will be required to ground each device. When tested, grounding grid shall have an earth resistance no greater than 15 ohms. If earth resistance is greater than 15 ohms, additional grounding rods shall be added to grid until desired test results are met. 3. Run #6 or larger solid bare copper wire from device lo the copper rod. Keep ground wire as short and straight as possible from device to first copper rod. When two or more grounding rods are required, install rods 8 feet apart and conneci rods together using # l O solid bare copper wire, 4. All wires shall be clamped to grounding rod(s). Do not solder or tape wires to grounding rod(s). Use separate clamp to attach each wire to a rod. K. Certified WeatherTRAK ET-PR03-C irrigation controller Installer: I. The Contractor and on-site field superintendent shall each be certified under the "HydroPoint Cerlitied Installer Program" prior lo installation WeatherTRAK ET-PR03-C irrigation controller specified to be installed under these specifications. 2. e HydroPoint WeatherTRAK ET-PR03-C irrigation controller weather based irrigation c !roller shall be setup, scheduled and programmed by the contractor as a part of con oiler installation and shall include the following steps. Any assistance required by the c tractor with regards to controller set up and activation is available from the HydroP • I Customer Service group at (800) 362-8774 Extension #3. a. Contra or shall fill out the top portion of the HydroPoint WeatherTRAK ETPR03-C Series co oiler "Program Settings Worksheet included with the WeatherTRAK ETPR02S-C ries controller packaging, This shall include "Customer lnlormation", "WeatherTRA ETPR03S-C-Series Set-Up & Installation Information" and Installer Information". eek irrigation plans for information associated with the "Set-Up & Installation Inform lion" and enter this information into the worksheet. This information shall re ain with the new controller. c. Activate the Weather AK r ,ata Service by calling HydroPoint Data Systems at 800-362-877 4 Extension ' 0 'ractor must be at controller location to activate controller. Instruction , n will be provided by the HydroPoinl Data Systems service operator. Conti ~lave top portion of "Program Settings Worksheet" completed a, '1en calling to provide necessary customer and controller information neec.. fl" .JI>. ation. d. After activation, the controllc _,,,,,,-~ 'edule and program can be entered directly into the WeatherTRAK L ,,,.,. dries irrigation controller display or by using a desktop controller that has ac, .., he Internet. Controller set-up, schedule and program information is included OJ a par of the irrigation drawings and shall be used to set-up, schedule and program the ontroller. e. In addition to the full automated irrigation se p, schedule and program shown on the irrigation plans and entered into the irrigali controller as outlined in step "c," above, the contractor shall be required lo sched e and program the irrigation controller for fihe plant establishment period of the ontract. The plant establishment schedule and program shall be deter ed by the contractor and shall be entered into the controller by the contractor. e schedule "U" and User Mode with NO ET in the program mode. The irrigation co !roller will program in the same manner as any conventional type irrigation timer. Th contractor shall have full responsibility of controller operation during the plant esta ·shment period. f. After the plant establishment period and acceptance of the la scape and irrigation by the Owner's Authorized representative, the contracto shall change the irrigation controller from the plant establishment schedule and prog m lo the full automated irrigation set-up, schedule and program shown on the irri lion plans and entered into the irrigation controller as outlined in sfep "c." above. L. Weather Based Irrigation Controller Setup, Schedule and Program: I. Preliminary irrigation controller setup, schedule and program shall be provided o the installing contractor through fhe plant establishment period. 2. At the end of the plant establishment period and turnover of fhe project, the irrigalio controller setup, scheduling and programming shall become the responsibility of the landscape maintenance contractor. M. Electric Conlroi Valves and master valves: 1. Install electric control valves and master valves where shown on the Drawings. Where grouped together with other valve boxes, allow at least twelve inches ( 12") between adjacent valve boxes. 2. Provide identification tags to electric control valves. Electric control valves shall be connected to controller in numerical sequence as shown on the Drawings. 3. Each valve number shall be heat branded on valve box cover with one and one-half inch I l ½") !al! letters. Master valve box covers shall be heat branded with the controller assignment. Branding unit available from Hydroscape Products, Inc., phone number (714) 639-1850. N. Quick Coupling Valves l. Locate and install quick coupling valves as indicated in the drawings. 0. Ball Valves and Gate Valves 1. Locate and install ball valves as indicated in the drawings. P. Check Valves 1. Locate and install check valves of the size and type as indicated in the drawings. 2. Provide and install additional check valves as directed by the Owner's Authorized Representative to prevent and minimize low head drainage after shut down of irrigation system. Q. Flushing of System: l. After all new sprinkler pipelines 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 accomplished to the complete satisfaction of the Owner's Authorized Representative. R. Sprinkler Heads: 1. Install the sprinkler heads as designated on the Drawings, Sprinkler heods 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. 3. Sprinkler heads shall be set perpendicular to finish grade of the area to be irrigated unless otherwise designafed on the plans. S. Sub-Surface Drip Irrigation System: I. Verify existing field dimensions of the area to be irrigated with the irrigation plans for accuracy, Begin dripper lubing layout 2" to 3'' away from both hard surfaces: i.e., concrete sidewalks, curbs, asphalt, and/or undefined edges; i.e., shovel-cut headers. Mark tubing intervals 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: In small areas, where it technically feasible, over-excavate the entire area to a depth of 4" below finish grade. Plant all specimen frees and shrubs, 15 gallon size and larger, then place lubing 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 lhese specifications and backfill flush with finish grade. A void mechanically trenching within the dripline ol existing trees. Hand-trench around existing tree roots when roots ot 2" and larger are encountered. Remove all rock 1-1 /2" 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 3" and maximum depth of 5" unless otherwise specified. Optimum pipe depth is 4". 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 lubing 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 tubing to barbed fittings by pushing on and over both barbs until the tubing has seated against another piece of lubing 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 8, "Pipe Clamping" on all barbed fittings. 8. When design operating pressure exceeds 45 psi, stainless steel pipe clamps shall be used. Slip clamps over tubing before slipping tubing over insert barbed filling. Place clamp between the first and second ridge of the barbed fillings and crimp the "ear" of the clamp tightly, Crimp the "ear" twice to ensure proper seating. 9. Install a pressure regulator 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 into 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. l O. Install the disc filler, 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 each zone. Depending on the site conditions and lubing layout, more than one air/vacuum relief valve into a l /2" x 3/ 4" SCH 40 PVC reduction bushing and thread this assembly into a 180° 2-way adapter tee with a 3/4" (MPT) outlet, Place the valve within a round valve box with a locking cover and a l cu. Fl,, 3/4" gravel sump as noted on the details. Additional blank Techline lubing may be necessary when placing Techline dripper lubing 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 termination point(s) in each system. Locate in a valve box with the dome-shape of the valve facing upward. Include a minimum of l cu. Fl. of 3/4" crushed rock in the bottom of the valve box per construclion delail. 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 correcfed before commencing backfilling operations. 3.5 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. 3.6 EXISTING TREES A. Where ii 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 two-inch (2") and larger roots occur shall be done by hand. Roots two inches (2") 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 lo trees having roots smaller than two inches (2") in diameter, the wall of the trench adjacent lo the free shall be hand trimmed, making clean cuts through. Roots one inch ( l ") and larger in diameter shall be painted with two coats ofTree Seal, or equal. Trenches adjacent lo 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. 3.7 FIELD QUALITY CONTROL A. Adjustment of the System: l. 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 ii is determined that adjustments in the irrigation equipment 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 ( l 0) days after notification by the Owner. 4. Sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the Drawings. B. Testing of the Irrigation System: 1. The Contracfor shall request the presence of the Owner's Authorized Representative in writing at least 48 hours in advance of testing. 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and prove watertight. Pipe shall be center loaded with all pipe joints exposed during the pressure test. Note: Testing of pressure main lines shall occur prior to installation of the electric control valves. 3. Piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square inch and proven watertight prior to paving. 4. Suslain pressure in lines for not less than two (2) hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. 5. Hydrostatic tests shall be made only in the presence of the Owner's Authorized Representative. No pipe shall be backfilled until it has been observed, tested, and approved in writing. 6. Furnish necessary force pump and all other lest equipment. 7. When the irrigation system is completed, perform 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. The coverage test shall be accomplished using a contractor furnished radio remote receiver and transmitter to turn each control valve on to observe sprinkler coverage and then to turn the control valve off when coverage test of that system is complete. 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 ii 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. The contractor shall provide an irrigation water schedule for plant establishment as well as any subsequent schedule changes for review and approval by owner, Approval of irrigation schedule indicates only that the schedule submitted apparently meets the scheduling requirements of plant materials on the basis of the information submitted. Any adjustments to the schedule based on plants acfual water needs or changes in weather conditions shall be the responsibility of the contractor. 3.8 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 Owner's Authorized Representative reserves the right to waive or shorten the operation period. 3.9 CLEAN-UP A. 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. 3.10 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE A. The Contracfor 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. B. 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. 3.11 SITE OBSERVATION SCHEDULE A. The Contractor shall be responsible for notifying the Owner's Authorized Representative in advance for the following observation meetings, according to the time indicated: l, Pre-Job Conference -seven (7) days 2. Pressure supply line installation and testing -48 hours 3, Irrigation controller installation -48 hours 4. Irrigation controller activation and scheduling -48 hours 5. Control wire installation -48 hours 6, lateral line and sprinkler installation -48 hours 7. Point of connection installal·ion -48 hours 8. Master Valve, basket strainer and flow sensor installation -48 hours 9. Flow sensor conduit installation -48 hours 10. Coverage test -48 hours 11. Final site observation -seven (7) days B. When site observations have been conducted by a party other than the Owner's Authorized Representative, show evidence in writing of when and by whom these observations were made. C. Prior to walking irrigation system with Owner's Authorized Representative, the Contractor shall pre-walk irrigation system with its own crew to ensure compliance with plans and specifications. The Contractor shall observe those items shown on the construction observation check list below and initial and date that the all items observed are in accordance with plans and specifications. This list shall be presented to the Owner's Authorized Representative prior to the final irrigation walklhrough with the Owner's Authorized Representative. D. No site observations will commence without record drawings or uconstruction Observation Check Lisi". In the event the Contractor calls for a site visit without record drawings or "Construction Observation Check Lisi", without completing previously noted corrections, or without preparing the system for said visit, ii 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. 4.0 IRRIGATION AUDIT A. The Contracfor shall arrange for and pay for the preparation of a landscape irrigation audit report. Such report shall be submitted to the Owner's Representative and the Landscape Architect for review. The report shall then be submitted by Owner's Representative to the local agency along with the Certificate of Completion and may also be required prior to the release of security (confirm with the agency). Contractor is responsible for notifying the Owner's Authorized Representative in advance of report preparation, the identity of the auditor, and to schedule any on-site investigation(s) by the auditor. s. All landscape irrigation audits shall be conducted by a third party Certified Landscape Irrigation Auditor. Landscape audits shall not be conducted by the person(s) who designed the landscape or installed the landscape. C. The landscape irrigation audit report may include, but is not limited to: inspection, system tune-up, system test with distribution uniformity, reporting overspray or run off that causes overland flow, and preparation ot an irrigation schedule, including configuring irrigation controllers with application rates, soil types, plant factors, slope, exposure and any other factors necessary for accurate programming. \ I ~::(LEGOLA~D ·" -CALIFORNIA CL ~ :c •• 120 n orange ave orlando, fl 32801 407 ,644,2656 t www.owp.com r-w-Apel landscape architects inc. 571 Hygcia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 io This (hard copy N e!ectromc) drawing Is an lnstrurrent or SRrvlco and lhe properly of orcutt wmslow and shall remain their properfy'. The design professional shall Mt ~o responsible lo: any elteralonG, modl~cst1ons or additions made to this draw1r,s by any party other 1han tie design professional Use of this drawlrig shall bs I mlterl to the <:>',glna! ~ile for which 1~ was preparad and publicallon thereof IS expressly li11i:ed tc suGh use, re-use or reproducl1on. Unless otherw·se agre~d In writ1rQ, design proloss:oral reserves all copyrigh1 or other pro~9rty interest 111 this drawin~, arc it may oot be re-used for any other puq:cse w1tlou: tt.e design profess on8l's v1rl1tan C011ssnl. Publ1catrn by art method ,r w1"de or pal IS prohibit~,:! wltllout the written pemsslon of the design professional Any lnfa•matlon obta,ned or concluscns derlvod from th!s dra~lng shall be a: :t-e usa's oote ns< <( 0 z :::, 0::: ll. :::, 0 0 a: LL 0 -<f) _J I-<( L() z N w (_) " 0 z 0 N <( I-z I-ffi c_j <( u I-~ _J w z (J) Wo 0 -, zz (9 0 ::J ci a: _, w 0::: WO ":c -' Cl. CLIENT CONTACT Tom Storer One Legoland Drive, Ca,lsbad, CA 92088 tom.siorer@legoland.com tel: 858.334.8938 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DELTA DESCRIPTION & City & County plan check & City & County plan check ft; City & County plan check PROJECT TEAM: DATE 7101/2024 8129/2024 9/25/2024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS IRRIGATION SPECIFICATIONS SHEET NO, L-618 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BU IL T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 21 CITY OF CARLSBAD PLANNING DIVISION 1-------+--l----------------l------l-------ll-----l-----t PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: LEGOLAND CALIFORNIA PROJECT 2025 CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: LEGOLAND CALIFORNIA RESORT 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 ADDRESS: 1 LEGOLAND DRIVE DISTRICT ENG1NEER DATE CARLSBAD, CA 92008 APPROVED ,/) ./G_ ,) . A'a--1'H ,,,/,,t./JA TELEPHONE: (760) 918-5300 1---+----+-----------------+---+-----1-----1--7-P_L_A_N_N_IN_G _______ , ________ D_A_T_E_-1 1-------------------------I--D-A_T_E-+-IN_I_TI_A_L -1--------------------I--DA_T_E-I--IN_ITI_A_L--I--D-A-TE---l--i-N-IT-IA-L--IDRWN BY: RICHARD W. APEL PROJECT N 0. DRAWING NO, DATE PLAN PREPARED: ~7~/~01~/~2~0"'2'-'4________ LPC2024-0015 547 7L REVISION DESCRIPTION CHCKD BY: BY: R. W. APEL LANDSCAPE ARCHITECTS INC ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RiCHARD W. APEL DEV2023-0061 - SHEET 21 OF 35 SHEETS > I LOW HEAD DRAINAGE NOTE, DRAINAGE: 0~ IRRIGA'ilCN WATER THROUGH SPRINKLER HEADS WILL NOT 8£ ALLOWED. AL_ SPRINKLER HEADS HAVE BEEN SPECIFIED WITH BUILT-IN ANT!-DRAIN OEV!CES TO PREVE'.NT LOW HEAD ORAINACE. HOW£VER, IF" DURING THE COURSE OF CONSTRUCTJON ANY SPRINKLER t-<EAO SHOWS SIGNS OF DRAINING A'TER THE IRRIGATION SYSTEM HAS OPERATED rnoM AN ON TO OFF POSlllON, THE CONTRACTOR SHALL INSTALL A HUNTER HCI/ ANTI-DRAIN VALVE TO SPRINKLER HEAD RISER ASSEMBLY AS REQUIRED TO PRtVENi LOW HEAD DRAINAGE. ADDITION OF ANTl-DRA1N VALVES SHALL 8E INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER. SPRAY HEAD NOZZLE INFORMATION WHEN INSTALUNG SPRINKLER HEADS USING RAINBIRD 1800 SERIES MOZZLES THAT REOUIRE ARC PATTERNS OTHER THAN THE STANDARD ARC PATTERNS (360 , 180 , 90 , ETC.) THE CONTRACTOR SHALL USE RAINSIRD VARIA8LE ARC NOZZLES (VAN) IN LIEU OF STANDARD ARC NOZZLES. RADIUS OF VAN NOZZLES SHALL BE SELECTED TO MATCH srrt CONDITIONS. EXAMPLE: USE 8-VAN WHEN 8 FOOT RADIUS IS REQUIRED OR f. 12-VAN WHEN A 12 roor RADIUS IS REOUIREO. OBSTRUCTIONS WHEN V,RTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, E"C.) INTERFERE W!Tf< THE SPRAY PATTERN OF THE SPRINKLER ,iEAOS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY lNSTALLlN~ A Q'JAR:iER CIRCLE OR HALf CIRCLE SPRINKLER HEAD ON EACH SIDE or THE OBSTRJCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SH.6L.. BE MADE AT NO ADDITIONAL COST TO THE OWNER. (TYPICAL) POP-UP SPRINKLER HEADS IN ADDITION TO THOSE POP-UP TYPE SPRINKLER HEADS SHOWN ON THE DRAWING, IT !S THE INTENT OF THIS IRRIGATION SYSTEM DESIGN THAT ANY SPRINKLER HEAD WITHIN TEN (10) FEET OF ANY PEO(STRIAN OR VEHICULAR TRAFFIC AREA SHALL BE A PDP-UP HEAD. SLEEVING NOTE• , FOR MAINLINE, LATERAL LINE, OR WIRING UNCER VEHICLE PAVING, USE PVC SCHEDULE 80 WITH 30" COVF.R. 2. FOR MAINLINE OR WIRING UNOE:R PEDES'YRIA-'{ PAVING, USE' PVC SGl-'EDULE 40 WliH 18" COVER. J. FOR LATER,\L UNE UND(R PEOtSTR!AN PAVING, USE f:11/C SCHEDULE 40 WITH 12" COVER. 4. SLEEVES FOR MAINLINE AND LATERAL UNE PiPING SHALL BE A MINIMUM 0~ TWO TIMES THE DIAMETER or THE PIPE BEING INSTALLED WITHIN THE SLEEVE. rrllNJMUM SLEEVE SIZE SHALL BE 2-! /2''. 5, CONTROL WIRE SLEEVES SHALL BE A MINIMUM OF 4" IN SIZE. NOTE• IRRIGATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE CMWD SPECIFICATIONS FOR IRRIGIATION SYSTEMS USING RECLAIMED WATER. NET AFIM EQUIPMENT SELECTION GUIDE FLOW lECHHUt:R PRESSURE REGULATOR J TO 20 GPM 1" SHORT PRV075HF45 7 TO 40 CPM l" LONG PRV15D45 - ALL SLee~es ei--rl!ND "'' BE'/OND CIJP,e, ,II-ND AP.I! i'\AJI.Kl!Jl W 11 II AN ":t" A£-BUIL1 LEGEND Ml = MAINL.INE LI G-1\i POLE BC= l'>ACK OF CUR.Pi DVlCK C.OUPLl:R. MANHOL& ' IRRIGATION EQUIPMENT LEGEND SYMBOL MANUFACTURER MOOEL NO. -RAJNBIRO tSP-S~T [ffi) WILKINS 500HLR !-11i! DATA INDUSTRIAL IR-22D-I' • RA\NBIRD PE8-PRS ·B () NELSON 7645- ~ RAlNBIRO PE'B-PRS-8 H NIBCO T-113 --N-KING BROS. "KSC'' §3 CR!$PIN IC 1 OA @ RAINB!RD 44LRC /!jj WATTS 615-4 ■ FEBCO 825 DESCRIPTION FIELD SATELLITE ASSEMBLY BY PACIFIC TECHNICAL SERVICES (PTS) -PEDESTAL MOUNTED !N STAINLESS STEE:L CABINET -REFER TO IRRIGATION DRAWINGS FOR LOCATION, SIZE AND MOUNTING lYPE PRESSURE REDUCING VAl.VE WITH TO TO 125 SPRtNC RANGE -USE BRONZE SC~EWE:O SOD'!" FOR SIZES 3" ANO SMALLER ... SIZE': ANC> PRESSURE SETTING NOTED IRRIOATIDN MA•NUNE ANO/OR WASHDOWN rLOW SENSOR. -SIZE NOTED -• L"IDICATES FLOW SENSOR SIZE PRESSURE: REGUl.AflNG ELECTRIC CONTROL VALVE -SIZE NOlEO ,..,._ OU!CK COUPLING VALVE WITH LOCKINC PURPLE VINYL COVER FOR RECLAIMED WATER-1 ... SUBSURFACE ELECTRIC CONTROL VALVE ASSEMBLY WITH NETAFIM "PRv" SERIES R:ECUlATOR AND NETAFIM 8 Dr' SERIES DISC f:'ILTER: -SIZE NOTEO ,. .. St'.RIES GATE VALVE WITH BRONZE CROSSHANDLE FOR VALVES 3~ AND SMALLER ANO N!BCO P-619-RW SERIES RESILIENT SEAL GATE VAl.VE WITH 2" OPERATING NUT FOR VALVES 4" ANO 1.A~GER -LINE SIZE SERIE:S SWING CHECK I/Al.VE'. -l.lNE SIZE AIR RELIE:f" VALVE -:r QUICK COUPUNC VAL.Vt WITH LOCKING RUBBER COVER FOR WASHOOWNS USING DOMESTIC WATER -1" EPOXY COATED, SOLENOID ACTUATED, NORMALLY OPEN, PRESSURE REDUCING MASTE'.R VALVE WITH Fu\NCEO ENDS AND 10-125 PSI SPRING RANGE -SIZE NOTED REDUCED PRESSURE 1'/PE BACKFLOW PREVENTER -S Z£ NOT(O f§l[m MASTER VALVE / BASKET STRAINER ASSEI.\BlY WITH 40 MESH STAINLESS STEEL SCRE!:'.N -REFER TO STRAINER / PRESSURE REDUCING VALVE CONSTRUCTION DETAIL AND IRRIGATION SPE'C!F'!CATiON$ F"OR ADDITIONAL INF'OFHAATION -1RR -BURIED PRE"SSURE MAIN UNE PIPINC -USE PVC CLAS$ 200 WITH RING-TITE JOINTS F"OR SIZES 4• AND LARGER PVC CtASS .3 t 5 FOR SIZES 2" THRU 3" AND PVC SCHEDULE 40 F"OR SIZES 1-1 /t' ANO SMALLER -SIZE NO TEO -USE PURPLE COLOR PIPE FOR IRR1CA1I0N LINES USING RECLAIMEI" WATE~ -wo-BURIED PRESSURE MAINLINE WASHOOWN PIPING -USE PVC CLASS J15 FOR SIZ(S 2" 1"HRU j ANO PVC SCHEDULE 40 F'OR SIZES I -1 /2" ..\NO SMALLER -SIZE NOTED -use: WHITE COLOR PIPE FOR WASHDOWN LINES USING DOMESTIC W~TER -O!R -DOMESTIC IRRIGATION W~TE:R. BURIEO NON-PRESSURE lAT£1AL LINE PIPING -USE PVC CLASS 200 FOR LATERAL UNE PIPING INSTALLED WITHIN PLANTING AREAS AND PVC SCHEDULE 40 f'OR LATERAL UNE PIF'ING INSTALLED UNDER PAVED AREAS -SIZE NOTED - USE PURPI.£ COLOR P:PE f"OR IRRICATION LINES USING RE'.Cl.AlME'D WATE'.fi' -CC-COMMUNICATION CABLE &: CONDO:-:' -2" FIVC SCHEDULE 40 PROVID£0 AND lNSiALLED SY lRR'ICATiON CONTRAC'tOR, =:::::::::: :::: CONTROL WIRE SLEEVE UNDER PAVE(j A~D, -SEE S:..EEVING NOTES -SIZE NOTED ~I.ER~ PIP£ SLEEVE FOR IRRtCATION l~IPlNG INSTALLED UNC:ER PAVING -SEE SLEEVtNG NOTES ,:.. SIZE NOTED -FS-FLOW SENSOR CABLE: IN PVC SCHEDULE 4-0' CONDUIT ~ :t PVC SCHEDULE 40 PROVIDED AND INSTALLED BY IRRIGATION CONTRACTOR. -----INDICATES ON-StT[ RECLAIMED WATER DISTRIBUTION SYSTEM -SHOWN f'OR INFORMATION ONLY -REFl:R tO NOLTt ASSOCIATES PARKWIO[ SITE Urti.lTIES CIVIL DRAWINGS F"O~ AODITIONAL INF'ORMAT10N ........-- NETAF'lM SUBSURFACE SYSTEM -SUPPLY AtfO EXHAUST HtAOS SHALL SE: PVC CLASS 200 ANO SHALL 8£ INSTALLED PERPENDICULAR TO CONTOURS -NETAFlM TECHUNE TUBING SHALL HAVE At-I EMITTER SPACING OF 1 t' ON CEN!ER WITH A DISCHARGE RATE or .92 GALLONS PER HOUR -TUBING SHALL BE INSTAl..LEO PARALLEL iO CONTOURS WITH 12" TO 15" BETWEEN TUBING ROWS -lU8ING SHALL BE INSTALLED 5~ BELOW FINAL FINISH GRADE -EACH N(TAflM MODEL AREA INSTALLATION SHAaL INCLUDE ONE VACUUM RELIEF VALVE AND ONE FLUSHING VALVE -REFER TD NETAFIM DETAILS AND tOUlPMENT SELECTION GUIDE FOR ADDITIONAL INFORMATION, ,--~--INDICATES CCU LETTER OESlGNATION I ..---..-INDICATES F!ELD SATELUTE / CCU CHANNEL NUMBER i •---•· ,INDICATES FIELD SATEtuTE' STATON NUMBER I • 1 • INDICATES flOW IN G.P.M. INDICATES VALVE SiZE ,---,..I1141'.llCATES CCU LETTER DESIGNATION, I ....--..-INDICATES f"IELO SATELLITE / CCU CHANNEL NUMBrn. 1 •-• • INDICATES FIELO SAiELl.lTE 'STAT!ON NUMBER, I • J •-r-lNOICATES MASiE:R VALVE (MCV). INDICATES MASTER VAL VE Silt.. ,----;-INDICATES CCU LETTER DES!GNAT!ON. I r--r-lNOICATES DECODER CKANN€L NlJMSER, ! , -• , INDICATES OEV!CE iYPE, FLOW SENSOR (rS) OR RAIN BUCKET (RB). ) I • 1· INDICATES PRESSURE REDUCING VALVE ANO/OR PRESSURE REDUCING/BASKET STAAINER ASSEMBLY sizt INDICATES PRESSURt SETTING f'OR PRESSURE RtOUCINC VALVE IJJ":J.. -i-lNDICATES SHEET fl WHERE CONSTRUCTION NOfE"S Al1E LOCATED I I_J--,---,-INDICATES CONSTRUCTION NOTE: NUMBEI? * * * THE IRR!GATION CONTf<'ACTOR $HALL ADJUST E'.ACH PRESSURE REGULAi!NC MODULE-AT £ACH ELE'.CTRIC CONTROL VALV~ SO fHAT THE SPRINKLER HEAD FARTHEST AND HIGHEST IN ELEVATION f'ROM ITS RESPECTIVE ELECTRIC CONTROL VALV£ OPERATE$ WITHIN THE OPERATING PRESSURE SHOWN ON THE IRRIGATION LEGEND NOT TO EXCEED F'JVE (5) P.S.J. ABOVE THE GIVEN OPERATING PRESSURE. ) PCS SELECTION CHART DESCRIPTION MODEL PCS-020 FLAT SPRAY LOW ANGLE SPRAY 15° ffiAJECTORY S-:0. ANGLE SPRAY 30' TRAJECTORY STREAM BUBBLER GPM 0.2 COLOR Bcown BF-FLT BH-FLT Bi-FLT BQ-FLT 10F-LA iOH-LA 10!-LA 100-LA 12F 'ZTO '2TT 12H '2T ·20 SF-B SH-8 50-B SCST-8 3' 2" 5" 12" 12'' PCS-030 PCS-040 0.3 0,4 Silver 5' 5' 4' 4" 6" +18" +18" Oronge 6" Bub. 4'-6' 5' +8' 1' Bub. 5' 7' +10' 8' 6' 8' PCS-060 0.6 Black 2' Bub. 7' +8' 3' 7' +10' 1' Bub. 4' B' 1 O' +12' 12" 4'. PCS-090 PCS-125 0.9 1.25 While 3' +8' 4' +10· 2' Bub. 6' 10' +12' +18" Green 5' 5' 5' 8' a' +12· 11\jEN RADIUS OF SPRINKLER HEADS, REQUIRED FDR PROPER COVERAGE, IS LESS THAN R~.DIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR LOW FLOW ANO RADIUS CONTROL. SELECT SCREEN ON CHART ABOVE FOR PROPER RADIUS. PCS·• 175 1.75 Yellow +B' +10' 7' +12' +12' EXISTING IRRIGATION SYSTEM AS-BUil T PLANS --FOR REFERENCE ONLY --NOTE: EXISTING CONDITIONS MAY HAVE CHANGED SINCE THIS DRAWING WAS PREPARED CIRCA 1999. INFORMATION SHOWN IS NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING IRRIGATION SYSTEMS IN THE FIELD. THIS LEGEND AND NOTES SHALL NOT TO BE USED FOR NEW CONSTRUCTION. IRRIGATION SPRINKLER LEGEND LEGOL:JD • SYMBOL MANUF'ACTURER MODEL NO @ RAINBIRO T-4-SAM-FC 0 T-4-SAM-PC @w T-4-SAM-PC @ T-4~SAM-FC @ T-4-SAM-PC @w T-4-SAM-PC @ T-4-SAM-FC @ T-4-SAM-PC @l<l' T-4-SAM-PC @ T-4-SAM-FC @ T-4-SAM-PC @ ;a T -4-SAM-PC @ T-4-SAM-FC @ T-4-SAM-PC @tit T-·4--SAM-PC @ T-4-SAM-FC @ T-4-SAM-PC @ T-4-SAM-PC @ T-4-SAM-FC @ T-4-SAM-PC Ci]) T-4-SAM-PC @ T-4-SAM-FC @ T-4-SAM-PC @ T-4-SAM-FC @ T-4-SAM-PC @) T-4-SAM-PC @ T-4-SAM-PC @ T-4-SAM-PC @ T-12-SAM-F"C @ T-12-SAM-PC @) T-12-SAM-PC @ T-12-SAM-·FC @ T-12-SAM-PC @ T • 12-SAM-PC @ T-12-SAM-F'C @ T-12-SAM-PC @ T-12-SAM-PC @ T-12-SAM-PC @ T-12-SAM-PC @ T-12-SAM-PC @ T-12-SAM-PC @ T-17.-SAM-PC ♦ '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 OESCRIPl10N 4" POP-UP LAWN ROTOR 4" POP-UP SHRUB ROTOR 12''POP-UP SPRAY HEAD 1812-SAM-PRS ... ... . 0 • • • 0 ■ ♦ 'T 'i' o. V 'v -$-"' .,, Ill d) • © © 1806-SAM-PRS S"POP•-UP $~RAY HtAD 1806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 18C6-SAM-PRS 1806-SAM-PRS \806-SAM-PRS l80S-SAM-PRS \806-SAM·PRS 1806-SAM ... PRS t806-SAM-PRS 1804-SAM--PRS 4"POP-u:i-SPRAY HEAD \804-SAM-PRS l .i PA-8S-PRS SH~UB SPRAY PA-85-PRS PA-8S-PRS PA-8S-PRS PA-8S-PRS PA-8S-PRS PA-8S-PRS PA-8S-PRS PA-8S-PRS PA-8S-PRS PA-8S-PRS PA-85-PRS 1401 (2 REQ'D) \ 402 (2 REO'D) ·- TREEWE,L 8U0BLCR l l NOZZLE T-22-2 0/PCS T-22-1.0/PCS T-22-.$5/PCS T-22-2.0 T-22-1.0 T-22-,65 T-30-4.0/PCS T-.30-2.0/PCS 1-30-1.0/PCS T ... 30-4.0 T-30-2.0 1-30-1,0 T-40-6.0 RC l-40-J.O RC T-40-2.0 RC T-40-6.0 RC T-40-3.0 RC T-40-2.0 RC T-30-5.0 T-30-2.5 T-.30-1.3 T-3D-4.D/PCS T-30-2.0/PCS T-2:7-2.5 T-22·~ 1.3 T-22-.65 T,..22-1.0/PCS T-22-.65/PCS T-40-6.0 RC T-40-3.0 RC T-40-2,0 RC T-30-5.0 T-30-2.5 T-J0-1.J T-30-4.0/PCS T-J0-2.0/PCS :-22-2.s T-22-1.3 T-22-0.65 T-22-2,0/PCS T-22-1.0/PCS T-22-.65/PCS U-15F" U-15H U-l5Q 12F 121- T2Q fOf-LA toP.-lA 100-LA BF-FLT 8H-FLr 80-FLT U-151-" U-15H U-150 J2F 12H 120 10F-lA 10H-lA 100-LA BF'-Fll SH-FLT 80-F'LT 15-SST 15-EST SCST-8 50-B W/PCS-0.20 U-15F U-15H U-150 l2F 12H 120 10F-1.A 10H-lA ,ao-LA ar-rLT SH-FU 80-FLT RADIUS 17• FT. 17• ,1. 22• 22• 22• 25• 25• 25• 30• JO• 30• 35• 35• 35• 35• 35• 35• 3D• 3D• JD• 25• 25• 22• 22• 22• 17• \7• 35• 35• 3S• JO• JO• JO• 25• 25• 22• 22• 22• 1 7• 17• 17• 15 15 15 12.-. 12u 12-. 10u 10 .. 10-n 9 .. e .. 5 .. 15 15 15 12H 12u 12•• 10•1 10-. 10·u a .. e .. 9 .. 1Jn 1Ju , .. 12 IN,u 15 15 1$ 12•• 12n 12 .. 10o- 10u to .. ,. s .. s .. a .. C.P.M P.S.I. 1.8 45 LO 45 0.6 45 2.6 45 1.3 45 0.6 45 J.75 45 2.0 >!5 1.0 45 s.so 45 2.6 45 1,3, 45 7, • .:.5 3,8 4 5 2,5 45 7.' -'-5 J.8 45 2.6 45 5.5 45 2.9 45 1 . .3 45 3.75 45 2.0 45 2.6 45 1.3 45 0.6 45 1.0 45 .06 45 7.1 45 J.B 45 2.S 45 5.5 45 2.9 45 l.J 45 3.75 40 2.D 45 2,6 45' t.3 45 0.5 45 1.8 45 1.0 45 . 06 45 J.7 JO 1,9 30 0.9 JO 2,6 .30 1,3 30 0.7 30 L6 30 0.8 30 0.4 30 1.6 30 0.8 30 0.4 30 3.7 lO 1.9 30 0.9 30 2.6 JO 1.,3 .30 0.7 30 1.5 30 0.8 .30 0.4 30 1.6 .30 0.8 JO OA 30 LO 30 1.0 .30 0.4 30 0.2 30 .3.8 .30 t.S 30 0.9 lO 2.6 lO J.J 30 0.7 JO 1.6 30 0.8 .30 0.4 30 1.5 .30 0.8 jQ 0.4 30 0.5 30 1.0 30 ADJUST RADIUS OF CEAR ROTOR AND STREAM ROTOR SPR:NKLERS FOR HEAD-TO-HcAO COVERAGE. PA!ftRN FULL CIRCLE HALF QTR. FULL HALF OTR. FULL HALF OlR. FULL HALF OTR. ~ULL HALF OlR, FULL HALF OTR. FULL HALF" QTR. FULL HALF rVLL HALF OTR. HALI=' HALF FULL HALF OTR. FULL HALF QTR. F"ULI. HALF FULi. HALF DTR. FULL HALF QIR . FULL HALF QTR. FULL HALF QTR. FULL HALF OTR. ruL, HALF QTR, FULL HALF QTR. FULL HALF OTR. F'ULl HAl.f OTR. FULL HALF QTR. SIDE STRIP ENO STRIP CEN1£R STRIP FLOOD FULL CIRCLE HALF" OTR. f'ULL HALF QTR. FULL HALF OTR. FULL HALF OTR. F'LOOD FLOOD ..., CARL-'BAP LEGOLAND At!racflon Center, Billund DK-7I90llllund DENMARK +-45 'IS 3J 1111 Vote. +.457S U 3931 Fu LEGOLAND Attracflon Center, Windsor 1 Tlwnls aultdlna. Alma Rd. Wlndtor -..,U1<,S1.AILU +44171HN-400Vol,. +-4◄ 173J 791667Fu Rouse Wyatt Associates Attnctlon Detlp Co0tulbu\t, 1014 Y!,o, s....._ Suite 1300, ClndMad, OH 4UOt Sil 311 0011 Voice 5131112691 FIX HOKStudloE Archltoct otllotord 1611 24th 5-Sul .. 200, -MOftlca, CA ,0404 JI04SJOIOOVolH Jl045UOl1Fox Sasaki Associates, Inc. IJuHltapeCOMai-ts 703 Palomar ""'1or< Rood Ste. 170 llUOJ 6711 Vo!H 61f IIIJITII Fox Nolte and Associates, Inc. Chlll!nal.-1.. . S.fft Koamy VIiia Rood, Suite JOI, San Dleto, CA 92123 lltl7UJfJ Voice 619279 4611 Fox McGraw/Baldwin Architects ANoddldArthltectt 7011$-Suite 200.San Dleto,CA 911014101 619 2310751 Voice 619 211 4391 fix Marlin & Dunn, Inc. Slru<tural ..,..,_ .. 7IOI Mltolon o.,..,. C~ #400 San DlelO, CA '21111 61t ◄'71111V-61t49711◄29Fn Rosenberg + Associates Meclwtk.al, ElettriW, Plumblna Conaultaim 1913 W, c...tu,y Blvd. #IOSO, Los An ..... , CA 90041 JLOMI ou1v .... ,10Ms 1NIFec ,,,:nn. ••• """""" •! , •. , d-•· ~,,.,,1 ... .,, ........ , ,,,.,,.,,,.,. • . ! IO, , .. t, t.oc.,-n i,o 1,0,or .,..,. .Hll") ,,_,,..,, '"• •"h ,t,._,,., "'•• ~.,.-., -,~" ~""''••go,;o ~oij 1;•H• 1b-.( 1.,,; "'1"'"'41'•o• =sr••n=<I ,~•~,.. ,~,,. •o· co ..,o,ntw.,. uc,• ., "' ,111, "'' •-~ ~ ., • .,, ~,,,.., ,~. """"'" ., .... ~--,·,• "'"'"" oi , c.:i-,, ~,o t:1•11•t• lac lnue No. PARKWIDE Irrigation Legends and Notes N.T.S SAi 61539,00 ■ ,. WHEN RADIUS OF RAINBiRD 1800 SERIES SPRAY HEAOS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP THE SPRINKLER HEAD WITH A RAI, BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON PCS NOZZLE SCREEN SELECTION CHART FOR APPROPRIATE RADIUS. NOTE, SOME ITEMS SHOWN ON MASTER IRRIGATION SPRINKLER HEAD AND EQUIPMENT LEGENDS MAY NOT BE REQUIRED FOR THIS PHASE OF CONSTRUCTION, APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS 'AS BU!L T' <?abl).,11~,:l b~ ~J~~-·- RcE____ r.ip____ DATE REVlt'w't O l:lY· <dP d.d. Pagano, Inc. IRRICAT!ON CONSUl.TANTS 4105 CAST Cl-!A1'MAN ,1,vo,.-uc 01?N-!Gt -C-. i~669 (114} 71\-9200 F'AX (114) '11-9102 ~m_ .. -;-3:t!_Y.-i---~· __ -_,ev_i•c_•·_-_-+--1--+---+--IISHffil CITY OF CARLSBAD IIS"'"sj ' ~ PLANNING DEPARTMENT i& _j INSPECTOR DAT[ lRRlC:ATION PLANS FOR: J t----+--+----------1---+-+---t-·-1 LEGOLAND Carlsbad ,--;--,-..-------------+--1---1---+--I ·( INl/t:R PAfl.!f w,ur ,.,r,,., ---+--+---------------t--+--+--1---l APPROVE~... g • ' ~l f---t--t--------------1---+--+--+---I rAsST, PLANNING DIRECTOR E~Es • • ~A\E ~ m DATE INITIAL CI-IGINm~ or WORK REVISION OESCRIPTION a. ~ :::c: •• 120 n orange ave orlando, fl 32801 407 .644.2656 t www.owp.com r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 © ThL<; (hard oopy or electronic) dra-~ing is an Instrurr.er,t cf servl(;e and lhe property cforcutt'/1I!\SIOW and shell remain 1heir propel't\l The dos{ln proross1onal shall not be ,espon~ible for any altaratiD1S. rroe1IncaMrs or adctitions made to this drawing bV any part/ ether :han •.t:e design profess101a! UsB of t•,-s draw,ng st18II be irnll3d 1a 1~~ ongmal site for 111h1dl Is was prepared and publlca:ion thereof ,s expres-st( ltnu!ed to sJ•;h use, re•l'ae or reproduchon Unless o\horwiso agceod ,n wrl1lng, design prote6E:Ional rasarvet all cowIg11 o-other prop911y interost in :tiis ~ra'Nlng, and It ma'{ rct t~ re-used for ant other pu·pose wl~1outthe dasi(Jr pm'e~slonal's 1v'itt~1 ccrsent Pub.icafion by ar~ method In wtole er part is prohil::lled w th out tre ,vrittfJn permission of1he desI~n professional. My In1orrnalilln obtained or conclusI0ns jeri'lad from t"l·s drawl~g stall be !It the user's sole risk 0 ::, 0.. ::, ~ CJ ~ z UJ "' z ~ . UJ 0 ,-.. ~ z tf) w CJ zz :J 0 "' -' UJ 0 "' :r: <( z 0:::: 0 LL _. <3 ~ ON z 1- ::i ~ Q-:, (9 0 LU 0:::: _. a.. CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 tom.storer@legoland.com te!: 858,334,8938 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS OELTA DESCRIPTION Lr, City & County plan check Lr, City & County plan check ffi City & County plan check PROJECT TEAM: om 7/0112024 8129/2024 9125/2024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS EXISTING IRRIGATION AS-BUil T PLANS LEGEND SHEET NO . L-619 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE :_OCATION OF PLANTING AREA "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL iVATER DISTRICT SHEET 22 CITY OF CARLSBAD PLANNING DIVISION PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 DEVELOPERS NAME: LEGOLAND CALIFORNIA RESORT EXISTING IRRIGATION AS-BUILT PLANS LEGEND ADDRESS: 1 LEGOLAND DRIVE APPROVED/) •'Q.,. CARLSBAD, CA 92008 ~ fR ~-_ /()/,,t-124 !ELEPHONE: (760) 918-5300 1---+---1-------------------+----+---t---t--1.,P.,,L,,,A.,.~,,,N.,.IN_G ______ ..-------,,----DA_T_E_-; l------------------------t--,,=c-i-;;,;N1,;Tl"'L,t------------------i----;=::-,;;=:;---r;=E;::---,;;1~;;:1T;:;-IA;-;L,oRWN BY, RICHARD W. APEL PROJEC: NO. DRAWING NO. DATE PLAN PREPARED: ~7~/~0~1/~2~0=2_4_______ DATE I • A REVISION DESCRIPTION DATE INITIAL DAT CHCKD BY, LPC2024-0015 54 7 7L sv. R. W. APEL LANDSCAPE ARCHITECTS INC ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RICHARD W. APEL DEV2023-DD61 - SHEET 22 OF 35 SH~ETS I r I i I I I I I I I , I I I I I I I I I I I I I J t I 1/ I I I r I I I I I I .. REFER TO SHEETS L266, L267, L268, L269, L270 ANO L271 FOR LEGENDS, NOTES AND DETAILS !" ,"l ;,~,'..,::i.: bf;O(. • / ·, ~ '\ "· ' ' ' ' ' -,~,,:z,. ~ao~ -~ . . .. -@._ • ·. ' / • ---... 1" , -....::,,~· 1½ . . :~~:,~·· n -• 1~ o:_ ; ,, • . ~~·:a t ~11 [: } __ -_.,.. -/-M = ,....... .... L ....... ,_ -~ ~1/2'" 33 8-0-11 1" 18 ~1/2'" 37 1· 3 EXISTING IRRIGATION SYSTEM AS-BUil T PLANS --FOR REFERENCE ONLY --NOTE: EXISTING CONDITIONS MAY HAVE CHANGED SINCE THIS DRAWING WAS PREPARED CIRCA 1999, INFORMATION SHOWN IS NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING IRRIGATION SYSTEMS IN THE FIELD. THIS PLAN SHALL NOT TO BE USED FOR NEW CONSTRUCTION. ( 1-112• 41 ... , •' .. --T"'---,f!ii • . . ~ • ~-,,""'-,: } . ~-• 11'1 I" - -1 ~ --a~a 1:it2., --r~~~~ -·"'-"' NORTH E9 LEGOLAID CARL-'BAt> LEGOLAND Attraction Cent«, BiUund D IIK-7IIO-nd --Ill( ... ff!ISlll9-t.QffllltM""' LEGOLAND Attracdon Center, Whtd1or 0 -llulldfllf.-111.Wl- -ro,UK,llAIW -lf!Q 626400 Yob +41 ITS, 'Pt-,- HOKSiucUoE D A dlt t Aa.o.11 16SIHlhSINet,llulloHt,--.,CA- 3104HOIIOV-Ht<IUZIIIZflX Sasaki A11oelate11, Inc. ■ L1 d1c1pt,Co. rk ntl m~....,,__..._,JO 61Ufft7HV-tlt60l6761""" Nolte and Aeaoclatee, Inc. 0 cw ......... lffl-..,Vllla ...... -:ltl, .... Dlolo,CAHl:U t1tmmzv-tltZ714HtFa McGraw/Baldwin Archltecta ea It U.zdklttl 701 ISINet,_ZIO,..,Dlop,CAHIOl .. 111 tlfZJI0711V-tlt:UI 4JftF• Marlin & Dunn, Inc. ttrvdunl In ... -•'« 7"1 M--Ct,-lonllloF,CAt210I 61t<lt7ZII•-61t<lt7-Ptoc D D Roenberg + A11oclatea D Mechanlml. lllm'klllt Phlrnltint CoMUll:ltftll 101 w.~ -..,-. .... .........,.,.._ 3106GOl'2V-JltMS '"'""' IIOll(lf, lN $11,11 .. ft <II 1111.t _ .. , ~~0,10 l"'..., .. ,.,y .. ,i.-r ... 1, .... cf ltGot•,., c .... ~.., N'NI, •"d/or cu-.. ,~oo .. ~,., .. ~ ... Pl<IY ••HP."111 Ith dOO"'""" '"' N IO -,lrot- "1'>11, lll'H+ 11111 11,o "''"'"•'I~ """''"'" ...... In •"•II ""' bl fo~l'<l,1♦, i~ '"""14> Iii'" I• Jtll. "I" <1;11!0ffl !~ •lflt1I .,..,~I 11111 ••"1.U 1'1-o< .. ~~,_,, oo, .. ot ~f UIIQI.AHD Do,l•ft•d .. ) •-No. ........... -- .... , .. 2 ..., • ., .... .,....., I,_.,,_. FUNTOWN Irrigation Plan SAi 61539.00 APPROVED FOR PLANT[NG AND IRRIGATION ONLY INCLUDING PRijCISE LOCATION OF PLANTING AREAS 'AS BUil T" 41-'(fl DA E , JRRIGA'J'ION PLANS FOR: ,' ,· 1 LEGOLAND Carlsbad INNIR PARK (IIE'ST SIDE:) DEVELOPERS NAME: LEGOLAND CALIFORNIA RESORT ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 TELEPHONE: (760) 918-5300 DATE PLAN PREPARED: ~7~/~01~/=2~02~L ______ _ BY: R. W. /\PEI LANDSCAPE ARCHITECTS INC DATE INITIAL ENGINEER OF WORK APPROVED REVISION DESCRIPTION DRAWING NO. '33-2RA CMWD 94-201 DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL a. (.) ::c J: •• 120 n orange ave orlando, fl 32801 407 .644.2656 I www.owp.com u J * Of' Cl\ r-w-Apel landscape architects inc. 571 Hygeia Avenue, 'Unit B Encinitas, CA 92024 (760) 943·0760 CA license #2825 © Thl'l (hErd capy or el~~tro1,e) Cra·r;mg is a~ instrumentofserv1oe ~nc' '.t:e property of orcutt w1Mlow an:l ehall rema111 tt,91r property. The des1~n professional stia:I not be res~crs1ble for any al!ernt1ons, modlflcEtcns or adddians mad~ lo tl11s d1E111mg Tf Bry party other lhfn tl1e design professional. U;e of this drawng shell be llrn1ted to the crglnal s1:e 'or which 1s was prepared and pttiti;ation thereof is expresst1 llmitod to such uso, ro-uso or icpr~:!J::tlon, Unless o1h81Wlse aoreac 1n wnUng, design professional resel\'0S al c~~'{righ1 or o:tier property l1teras: ·n ttils drawmg, a11d 1\rna'/ not be re-Jse(I loi any ether p1Jrpos€ M!ll~ut the d~sign professionals wn:ten i;onsent, Publ1Gatio~ by eny method in whcle or ~er. is prohibited without !he wn~en perml;slO!l of the desig1 professional. Any Jnforrnauon obtained o: 00.1,:luslons derrved from this dmw1~g shBII he al the user's scle nsk c,j ::, n. ::, 0 er: (!) V) 1-z w "' .:; ~ . WO I-.:; zw LU (!) zz :::::i □ cr: J WO :a :r: <( z c::: 0 LL _J c)~ ON z I- <( 0 _J LJJ 0 -, (.9 0 LJJ c::: _J 0... CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 tom,sto:er@legoland.com tel: 858.334.8938 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DELTA DESCRIPTION Lr, City & County plan check Lr, City & County plan check & City & County plan check PROJECT TEAM: DATE 7/0112024 8/2912024 9/2512024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS EXISTING IRRIGATION AS-BUil T PLAN SHEET NO. L-620 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BU I LT" Tiill DAIT REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 23 CITY OF CARLSBAD PLANNING DIVISION PRIVATE (ONSITE) RECYC~ED WATER SYSTEM FOR: APPROVED PLANNING LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 EXISTING IRRIGATION AS-BUILT PLAN ~ /J/Q ... ._. 10l,4ft4 DATE DRWN BY: RICHARD w. APEL PROJECT NO. DRAWING NO. CHCKD BY: LPC2024-0015 547-?L RICHARD W. APEL DEV2023-0061 SHEET 23 OF 35 SHEETS 4-8--32 2" GV I 71 8 . i A-20-FS - I • I I ..,,. '-!JI' ' I j ! : . /r 11, ,__ )'i'l ~-. • f • ..___ f .. _ ,.!}._j I~--! ! '\ i~' .. . \ \ ~~~>-~✓-'Be~-:~~''.~ !i, • \ --.._ ) } r-.,....____ --.. ' , I . \., •• /.. • \..--...::::::-f /J· ; r-·,~--' •. >: • ~:::.L ! ", ''1' \ '1, • • . <:--✓,-I ,,, ...... ,--. .,,._ .,___,,,.. ~ .· f~;,, -- I ~IJ/j, 5W • <-' • 42' EXISTING WASHDOWN SYSTEM AS-BUil T PLAN --FOR REFERENCE ONLY -- THIS PLAN SHALL NOT TO BE USED FOR NEW CONSTRUCTION. REFER TO SHEETS L266, L267, L268, L269, L270 AND L271 FOR LEGENDS, NOTES AND DETAILS ~--,.._ -.,__~---~-'"':...~ ,........_--~~,,~ --if:::_ ~ ~~~ ) • . ~-\ \ ~~M- . I ,--, \ ' \ s..1...,;,-•~ \ . ,__., l~ . , l / . ('>' • _...,--'\, .~--·--~--~· .\_::· ;;,,._~~ . ' . ' .-- . ' " . " " " \~~~'j..,~::;:;1:t~Ftl!_~?~-· ... ✓• ..._. ~ c; ' ·' LEGo..:Jo GARL.)8AD LBGOLAND Atiractton Center; Btlhlnd D 1111,71,0--+.1171:U II NVoioo +GRHDM,_ LBGOLAND Atiractton Center, Wlmilor D 'l'lllmN ...... AlmrlM..WdlllDI a..111Ma.,UK,ILAIW "'441711_V_ +441711'1NKT,_ Bouie Wyatt A11oelats • D Awacll111DINltnC.SW:011• . IOl◄Vlno--lllO,Cll-,OH- 11:1 ·• OIIIYOUIIJJII 2111 Pa HOK Studio E D _.,,_,, IHS ________ CA_ JI04UDIIOY-Jll4UHl2 ... Suald All•oolatea, Ine, ■ La.t;·( ConrU •, m ,_.,Airport __ .,, . llflNlfflY-llttdlffl ,_ Nolte and AsllOclate., Inc. • • D c .............. IMff-..,Vllla--ffl,lonllloto,CAftl:U , ., m ,m v-,., 2114621 ... McGraw/Baldwin Archlteei9 D e It f'udt·:;q; 7Dl ■--2N,lonDloto,CAftlll-lll1 61Ull ffll Y-IIU!II ◄-... Martin It Dunn, Ine. · ...................... ffOI--Ct,--Dloto,CAtltN tllff72111Yoka 6194t704Z9Pa: • D ltoaenberg + Aaaoelate• • D · . Mwlwfad,ils;thal.Plu: II aC.eadlal• 1n1w._..,-. .. _ .... ...,......CA- JIIHS•141y-Stel4J llllfa ~'"" 10. ootlllffl• OI ---"""51'!~!1 Ol'OD<lt(lr, r,r_,.,,. of ~~00,. ..... ~ IM, ""'"' O'l!tt< ~~iatl aoijllff. Alti Pl<fy •-vlft NIii -ffh oo !, GMl-oe -ao,:M• "'"' .,,. 111,,,.,,,ot ..... Ol>oll-~ "'''" .,_I •ol 119 iJJi)l ... l<M'I 1tt '"""" ot " ... ,, 09< --10 011tor1 .. .,,,..., lhl ,.,,...,, .,.11,, •ultl.n """""' g/ cE«>v.>C Go,!ObU lfMo .lnue No. D \et L .-- 10-,1""r I. _n,_ ff~:114' ·•·.,· ·· PARKWIDE Inner Park Washdown-Weat o ?,01 4-01 ru,_J P100 APPROVED FOR Pt.ANTING AND IRRIGATION I ONLY INCLUDING PRElt;ISE LOCATION OF PLANTING AREAS IAI 615:St.00 'AS BUILT" ... ,.,, DATE • NOT!: ALL QUIC.I<. COUPLI.P.S ARE. I' BAC\I. OF CURS .. i----+--+-------'----1---1-~1---1----1r@l CITY OF CAR BAD l4Ssl ~ PLANNING DEPARTMENT • t----t--+------------l---1--.1.---1--' lRR!GATION PLANS FOR:. LECOLANO Carlsbad INNER PARK -c.,asr a. 0 ::c ::c •• 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com 1>,\'\DSCAp iJ ::; /1~<&,,L,y'J,:..,.i~' * OF CA 1..I r-w-Apel landscape architects inc . 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 © This (hard copy or electronic} drawqi is an irstrt:ment of sorvlco on:l t'lo prow:\'· or orcutt Winslow and sha'I remain their property The design prof8Ss,cr6I snau n,t Ja respo~s1ble for any alte•s~ons, mDd1fk:al1ons or aic,lmns made to l111s di awing b)' aT( r,ar:~ olherthan !he design professional Use ,!this drawmg shall be limited :o •.t.e original site fywhlch Is was prepared end pubicaton thoreor is oxprcssfy lnnllld to suen use, re-use orrao,oductcr. Unless otherwisa agreej 1n wnting, desgn professional reserve; ~II cop1·r1gMorQ1:1a· property interest ,n lh1s draw1119, and it ,11ay not ile re•used '.or an)' oter purpo;ewlhoutthedesign professional's wntlen oonsen1 Pubhcel1~n by any melhod 111 whole or part I~ pron1bded w1tnc~tthe written perrr.ssion of the dBS1gn D'Ofeso1onal Any informabOn obta1ne~ or conclusl□nsderfliec fD11 '.h1sdra,vi11Q shall IE at Iha use~s sale nsk . <( z 0::: 0 LL ~ LC) UN 0 ON ~g 0..., CJ 0 w 0::: -' 0.. CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 tom.store~@legoland.com tel: 858.334.8938 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DELTA DESCRIPTION DATE ffi City & County plan check 7101/2024 a',, City & County plan check 8129/2024 fil City & County plan check 9125/2024 PROJECT TEAM• R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS EXISTING WASHDOWN SYSTEM AS-BUILT PLAN SHEET NO. L-621 APPROVED FOR l'\RIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BU I LT" TITLE DATE REVIEWED BY: INSPECTOR DAE CARLSBAD MDNICIPAL WATER DISTRICT SHEET 24 CITY OF CARLSBAD PLANNING DIVISIO\J t---t--+-------~----·----1----1----1----lf---l PRIVATE (ONSITE) RECYC_ED WATER SYSTEM FOR: NOTE: EXISTING CONDITIONS MAY HAVE CHANGED SINCE THIS DRAWING WAS PREPARED CIRCA 1999. INFORMATION SHOWN IS NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING IRRIGATION SYSTEMS IN THE FIELD. LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 DEVELOPERS NAME: LEGOLAND CALIFORNIA RESORT ADDRESS: 1 LEGoLANJ DRIVE t==1===!=======---------t--t---t---t---ib==~Ex~1~sr~1N~G:_W:_:AS:'.'.H:..'.:D~o;w~N~S:.'.Y.:'.S.'..'.TE:.'.M'.'.:A:s::-s:'.'.u~1L::.'.T...'.P:'.:LA:'.:N:__~ -----------t---t--+------------+--+---1---1----1 CARLSBAD, CA 92008 APPROVED 10/,.J/r.4 DATE PLAN PREPARED: "'"7 /'-'0'-'1"-'/2e.:c0'=2_L _____ _ BY: R. W. APEL LANDSCAPE ARCHITECTS INC TELEPHONE: (760) 918-5300 t---t--+---------------1----1----1----1---lPLANNING DATE --------~-----~-------! INITIAL DRWN BY: R'CHARD W. APEL PROJECT NO. DRAWING NO. LPC2024-0015 54 7 -7 L DEV2023-0061 JATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE OlliER APPROVAL CITY APPROVAL CHCKD BY: RICHARD W. APEL SHEET 24 OF 35 SHEETS l r.;, /' ---- c-··----~-~----... '•-.....___ ------... ---., --------·- \ I 7 ' ' \ I \ \ \ \ \ --- V2'" 27 J ~.11!,-,l,'l'iiiiiiiilold...~ // ✓·--) \ 11-18-20 IRRIGATION SPRINKLER LEGEND (THIS SHEET ONLY) SVM90l ~uFN,'.:TljAEA MODEL NO, DESCRlP'fl<ll>I NOZZLE """IUS G,P,M @ """""'" ,...,. TR£EWEll BVBEILER ~ SHRUB AREA ----1.0 • .l 1804-SAM-F'RS 4• POP-UP t'R~E BUBBLE!i IN 'tlJRF-' 5r W/0.90 PCS 2.0 FT Q.90 P,S.I. PAffERN :,0 n.ooo 30 j;lju. aAClE '~::·, ... :----·-::::-~--~- -...... ~ REFER TO SHEETS L288, L287, L288, L289, L270 ANO L271 FOR LEGENDS, NOTES AND DET ALS PA lfltlll.-i. ~rot (IF' WOIO( i ,. " LEGO._JID GARL-'BAD LECOLAND Attraetion Cemer, ldland 0 _,, __ _ ·····-... ,.., •• ·-04171Jlll9·- LECOLAND Attraction Ce.nteir, Wfndur LJ ,,__, rt-.MIM.11111.. Ma t ... INlll:c,UK,&41W -,,.. __ -,nn•••,.,_ 8asakf \leeeltfN, lne. ■ : tar a .,. ....... --·· ... ___ ,.,_ ... ,_ 16!Cn.W. A= I II-• • 9 ,.. ....... --. ... -..u.n1t1•1t1 ♦ltDlffll-lltDI_,_ Manla•Dmlll,Iao. .. ... ' .. ' 1111--Ct;-......... CAttl• • .,..,2111-.. ,..., __ 0 □ R_■H■I 11 •Al11elatl!r 0 ttl t\C lal,,S•ull& ::.:•:.~ "ti::.-:::.• I ,-:A- -a ,... _"' .... ---,....._, --Ill ltealMO-""'° _" _ LU•l -M~-,~------•!o~ ---11'1! 1,._ w..----"-..,,_ -~oot .. -•HI~•-., ,,,f'lrl. --U -• ___ ......... , ... _ JfLIIIIOUJC C#I _ _, D t f2 -- ---- .._ Park Tree 8uhble,1 -W• ' 0 1,0 601 __ \ ______ ::~----n.n....1 Pt oo 120 IL27s ------~ .........__r------------,.--:..__-.;..__ ___ ~--1 ------HAS BUILT' ··, APPROVED FOR PLANTING AND IRRIGATION ONLY ~ .... ~u11,rlbW--:+-1-,,. INCLUDING PRIECISE •et__ txP.c.-.--DATE LOCATION OF PILANTING O(Vlt\lE:D BY< JNSP!:CTIJR llATt RE\IISION OESCRll'TION 120 n orange ave orlando, fl 32801 407 .644.2656 t www.owp.com ;,.1'\DSCAP u a. 0 :c :c ..J I 'J::,d,,~t..t....;,,.~' Sig~at * 11 _ _,,_,_/,,_30s.,/ ___ 11 Renew •• r-w-Apel landscape architects inc . 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 © This (hard copv orela,:trn.1c) drawing s an mstrums~'. of ser,,lca md t~a propertfcforcuttwins.,._.,, a1·:l aha II remah t1e r property, Tu do.sign professlcr~I sl1011 not be ·osponslble f~r any altrntlons, modlficat(l(lS or addi:lons made 10 tllls ora,11lng b~ any party other than !he design professional. Use of !hi;; (·n1111ng shall be i1nll~d ta 11~ onginal s[,e 'er v1hi:h ,s 111'a6 prepared anc publieatjon \hereof Is exprosst( limitod to suoh uoo, re-uoo or reprodu~11on. Unloos omrwlse agreed i1 virllmg, design professional ma~·es all copyrlgh1 or olhsr property rnterest in f1is ~ra'Nmg, an~ 1tmay not be re-,_1sed for any other pur~cse withoul 1hs des1Jn ~ro'esslonals IV'irten consent Publlcat1on by my method In wholo o: port rs prohil::11ed w thoul lho writtDn pomilssion of th9 deG19n proless1onal. Any Jn!orrnal!Dn obtaned o· ~o~cltJSions derived from this dra...,lng sh~II teat lhe user's sole nsk (.0 ::, CL § "' [:'.? z w :,,: z ~ . w'-' >--"' z U) w"' zz JO cc ..J WO :,,: ::r: <( z 0::: 0 LL _J <( LC) (.)N 0 Cl N z I- <( u ....J w 0---:, (!) 0 w 0::: _J 0.. CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 tom.storer@legotand.com tel: 858.334.8938 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DEL TA DESCRIPTION ffi City & County plan check, fil City & County plan check £ City & County plan check PROJECT TEAM: DATE 7/0112024 8/2912024 9/2512024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS EXISTING TREE BUBBLER AS-BUILT PLAN SHEET NO. L-622 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" Tifil DAIT REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 25 CITY OF CARLSBAD PLANNING DIVISION 1---t--+----------------t-------1-----1----1------l PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: EXISTING TREE BUBBLER AS-BUil T PLAN --FOR REFERENCE ONLY -- THIS PLAN SHALL NOT TO BE USED FOR NEW CONSTRUCTION. NOTE: EXISTING CONDITIONS MAY HAVE CHANGED SINCE THIS DRAWING WAS PREPARED CIRCA 1999. INFORMATION SHOWN IS NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING IRRIGATION SYSTEMS IN THE FIELD. DEVELOPERS NAME: LEGOLAND CALIFORNIA RESORT ADDRESS: 1 LEGOLAND DRIVE CARLSBAD, CA 92008 TELEPHONE: (760) 918-5300 DATE PLAN PREPARED: -'-7,_/0"-'1..,_/-=-20"-'2=--'4 ______ _ BY: R. W. APEL LANDSCAPE ARCHITECTS INC LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD. CA 92008 EXISTING TREE BUBBLER AS-BUILT PLAN t-------t---+-----------~-=t====t===t=-=--=-~t-=------li------===.'..:..::::.:.::::=.:.:..::::.=:::..:.=~---1 APPROVED IJI ___/() U 4 /z.,S PLANNING DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE : INITIAL DATE INITIAL DRWN BY, RICHARD w. A?EL PROJECT NO. DRAWING NO. DTrER A0 PRCVAL CITY APPROVAL CHCKD BY, LPC2024-0015 547-?L RICHARD w. APEL DEV2023-0061 SHEET 25 OF 35 SHEETS PLANT LEGEND SYMBOL & ABBREVIATION BOTANICAL NAME COMMON NAME SIZE (B) SPACING APPROX. WATER QUANTITY NEED (A) NOTES -----l---+---f----------1 EXISTING TREES TO REMAIN: 0 NEW TREES: 0 @ 0 0 0 0 0 ----+----------------t------------+-----+----+----+--+---------- FIG MIC FICUS MICROCARPA INDIAN LAUREL FIG EXISTING 1 M REMAIN IN PLACE -'-'"-"'"'--+-=====-------------+--"-==c===--------+-===---1------+---'----+--'"----+---'====ccc..--------- ----+-----------------··"" ----+----------------+------------+------+---------- -----f--==-+----+----+-~-+-===~=-----1 EXISTING 6 L REMAIN IN PLACE -'-'PH-"O'-'D"'A~C-+-'P~H~O~EN~IX'-'D"'A~CTY=Ll'-'FE~RA~-------+-~□~AT0EPALM ----+------------------ 8 HAN IMP HANDROANTHUS IMPETIGINOSUS PINK TRUMPET TREE EXISTING M REMAIN IN PLACE -----1-----------------l------------+------t-----+------+-. -- __ LIQ STY ---·->--"Ll""QU,,,ID,,,A:,eM"'B"'AR.c:S"-'TY-'-'R-'-'A"'C"-'IFL°"U""A-------+--'Sc:W:cEcc:ETccGo:-UM:::__________ _____ _ EXISTING ___ _ 5 M REMAIN IN PLACE ----1 AHA ""M,,,AJ.___-+-_._,RceHA:,cP-'-'Hle,OLssE"-'PlecS_,,'M"'A"'JE""ST!!:ICs.cBesE,,AUecTYc,__:' _,,_ST'-'AN"-""DA:,cRe,De._S _ _,__:M::,A.J_.,,Ee:,S:.,:Tl"'-C-"BE=:Ac:UTY-'-'-'IN:.::D:::IA-'-'N'-'-HA'-'WT=H:.:cO:.cRN"--f------1-----+-------'7 __________ M REMAIN IN PLACE -__ _, GIN CAM GINNAMOMUM CAMPHORA -STANDARDS CAMPHOR TREE ~==-~~= * AGO FLE AGONIS FLEXUOSA -STANDARDS PEPPERMINT TREE * MAG GRA MAGNOLIA GRANDIFLORA-STANDARDS SOUTHERN MAGNOLIA BRA AGE BRACHYCHITON ACERIFOLIUS FLAME TREE 24" BOX ' PER PLAN 4 L SEE NOTE D --"'-"'-'"'-=--+-======='-"-----------l-'-'==-'-'=---------l---"-'--"""-----,f--=="----1-_._-I---.. --.---... .,.,.. -- --------+-------------1-----'f------t---+----+---------, ---==-==--+-~--+---c-c-----t---===-=---------DRA ORA DRAGAENA DRACO IEXISTING--GONTRACTOR TO DRAGON TREE 15' H x 20' W PER PLAN 3 VL SEE NOTE C --"'""--'"--"'-+-'"'-"'"""""-'"-'-"'""-""'"""====="----+-"====---------~-=="-'--+--'-===+--"----+---''-=---+-==="---------RELOCATE FROM SITEl ----+----------------+---~~---------,----+--------------LOPHOSTEMON CONFERTUS ITRISTANIA GONFERTAl BRISBANE BOX 24" BOX PER PLAN 3 M SEE NOTED LOP CON ------------f-----+---+----+---------1 ALO BAR -----l---------------jl-------------+-~~-1-----=c=-=~+-~+-~---+~=c-.--------. ALOE BARBERAE (A. BAINSII) -SPECIMEN SIZE TREE ALOE 24" BOX -+-P_.,ERc..:...:PLc:cAN"-l---"-2--1---'L=--+---'S""EE:.:N.:,O:.:_TE::..E::_ ____ -1 ---" --->----------------+--------------+-----------------+----t----------, AFR GRA -----------+------------f--~=c--+-=--cc-=-+-~-+--c-c-+-===-----, AFROCARPUS GRACILIOR -STANDARDS AFRICAN FERN PINE 24" BOX PER PLAN 3 M SEE NOTED -I--""---"=---f--==-=--+--"---+--"'---+-"===-----·-- /PODOCARPUS GRACILIORl ----+--"='-""'-"-""'--"=='-'L-------l------------+---·---+----+----+---I------ -----··-+-----------------------------. ' --- ----f--------~-------+--~===,--------+--=~-.. -------AFR GRA AFROGARPUS GRAGILIOR -COLUMNS AFRICAN FERN PINE 15 GAL PER PLAN 16 M SEE NOTED rPooocARPUSGRA"'c"'1L-10-"'R1==,'------+-======--------1--==-+-=="-l---'-"--+--=-~===-----1 -----l---------------jl------------+-~~-1-----=c=-=~-f--~~+-~---+-----=-----BAM OLD BAMBUSA OLDHAMII OLDHAM BAMBOO 15 GAL PER PLAN 27 M SEE NOTED ~==-+-'====='---------- ---------lf-----------------+--------------lf------.. -------------------:----1----f----------l TALL SHRUBS (OVER 6' HEIGHT\: CAL CAN GALLISTEMON 'CANE'S HYBRID' CANE'S BOTTLEBRUSH 15 GAL 5' + 10 L BRIGG'S TREE CO. 0 -----+----------------l--"""-"--"--'~-""'='-'--c------l----"'~'----l---':c-'-------+-"'--1-~"7-+-===c.='---·--GILT EDGE SILVERBERRY 5 GAL 4' + 33 (M) ELA GIL ELAEAGNUS x EBBINGEI 'GILT EDGE' PITTOB PITTOSPORUM TOBIRA '\IARIEGATA' VARIGATED MOCK ORANGE 5 GAL 4' + 28 M __ _______ _ ______ _, MEDIUM HEIGHT SHRUBS (3' -6' HEIGHT =;Ac~A~c:;;a:::G==!::;A;c;Ac;1A;;:c~o;G;:;NA;;T:;:;A~'C:;;o~us;:;1N::;1:;:;TT=· ===========~=~co~u;s::;1N:;'.1TT::;:;A~CA~C'.'.'..IA'-------------+---'5--'GA=L-+-----=-3'---'-4' 16 _ -----_M_+-----------j ANI YEL ANIGOZANTHOS FLAVIDUS 'YELLOW' KANGAROO PAW 1 GAL 2'-3' 10 M - CAL LIT CALLISTEMON 'LITTLE JOHN' LITTLE JOHN BOTTLEBRUSH __ ·--·-5 GAL +---'3c-,_oc4•_+-_6e,2'--+-"L'--+--------I ----"'Dl"c.E .,,GR--_cA,_---1-_.D,_,IE'-'-T'-'ES,.G"-R"'AN ... D,.,IF-=-LOe-R"'A_.' Vc,oA""Rl'-'EG;,:A..,TA:,__' ------l--"-ST'-'-R"'-IP-"EDe._F,_,O"'RT-'-'N,,_.IG,,_H,_,_T.,eLl,cL Y'-------1-----'1--'G"'A::..L -f---2=--'·..-:3'_+--'-'78'---+-~L'---t--------__ _ KN! POP KNIPHOFIA 'POPSICLE' SERIES (MIXED COLORS) POPSICLE SERIES R-,EDc_cH_c-O:.:_T_._PO"'K'=E'-'-R __ _J_ _ _;_1.::.GAc.::Lc._-I __ ..c2c..'·-=-3'_+---"'22'---+---'L'---+----------, NAN DOM NANDINA DOMESTICA 'GULF STREAM' GULF STREAM HEAVENLY BAMBOO 5 GAL 2'-3' 47 L OLE LIT __ OLEA EUROPAENA 'LITTLE OLLIE_-BU~uS~H-----1---=L'-'-IT_._,TL=E-"-O='LL"=IEc=DccW"'A"'RF_.O"'L'-'-IVE=-------l--5=-G:::A.:::L_+---'-4'-6:..'_+--1'-"9--+--=L--1-----------l RHA UMB RHAPHIOLEPIS UMBELLATA MINOR YEDDO HAWTHORN 15 GAL 2'-3' 7 L RHA UMB RHAPHIOLEPIS UMBELLATA MINOR YEDDO HAWTHORN 5 GAL 2-'3' 53 L LOW SHRUBS, PERENNIALS, SPREADING NODDY GROUNDCOVERS: filfilill CYCADS: SUCCULENTS: ORNAMENTAL GRASSES: ~ GROUNDCOVERS: AEC BLA ASP MYE AECHMEA BLANCHETIANA 'ORANGEADE' ASPARAGUS DENSIFLORUS 'MYERSII' ORANGEADE BRDMELIAD FOXTAIL FERN 5 GAL 2'-3' 16 (M) -----1--"-'=---f---=-.::__--+--"'----1---""-'-f----------1 1 GAL 2'-3' 18 M TRAJAS TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1GAL 2 65 M , DIOON MEJIAE TIUSINTE 15 GAL PER PLAN 6 M SEE NOTE E BLUE SOUTH AFRICAN CYCAD 15 GAL PER PLAN 4 M SEE NOTE E 010 MEJ ENC TRI ZAM FUR , ENCEPHALARTOS TRIPINOSUS , ZAMIA FURFURACEA CARDBOARD SAGO _ 15 GAL +~P=cER~P~L~AN~-~4--l----'M"--+-..CSCCEEC..CN-'CO.CCTECCE'--____ -I ALO HER ALOE HYBRID 'HERCULES' -BRANGHED_TRUN"'-K_--1_,_,H,eER.,.,C0cULc;EccS.c,ALssOecE _______ -1----=2"-4"_.::B:::::0X::__+-P_._ER"-'-'PLccA'-'-N-+-----"-8--1----'L=--+---'S""EEc.,Nc:,O:.:_TE=-'E=------1 ----+----------------+-====----------------···- ALO MAR ALOE MARLOTHII --------i-"'M""OU,,,N,_,_T,_,,Al,_,_N ,_,,AL,eO:,c_E _______ +-__;5:..:G::cA:::.L --'--'-'PE"-'R-"PL"'-A'-'-N_, __ 5_-+~L~-+--S_EE_N_O_T_E E ____ _, ----+---------------1--------------"-~==-+-===+----f----+~==~-----+ 5 GAL PER PLAN 13 L SEE NOTE E ALO MIC ALOE MICROSTIGMA CAPE SPECKLED ALOE ------- ----+----------------ALO RUB ALOE RUBROVIOLAGEA ARABIAN ALOE 5 GAL PER PLAN 3 L SEE NOTE E ------+---+- ----------l-------------+-~=~l-c=-=-ccc-··-=-+--c--+-===------! BEAUCARNEARECURVATA ELEPHANTFOOTTREE 24" BOX PER PLAN 1 L SEE NOTE E BEA REC ----+---------------i------------+------+----------., •.• --+----------, KAL BEH KALANCHOE BEHARENSIS FELT BUSH 5 GAL 2'-3' 0.C. 9 L ----+----------------+------------+------+----+--------,, __ ------~-+----------1 KUM PU KUMARA PLICATILIS IAL.llEPl.lCATILISl -FAN ALOE 5 GAL PER PLAN 13 L SEE NOTE E -'-"=--='---l---'==========----i-'-'=='------------------___ _c_=-+---=-="'--+---"'--+--=---t--===------l MAN LAV MANGAVE 'LAVENDER LADY' LAVENDER LAuOY ... M.,,A.,_.N_.,,GA-"VE'"------f---=-5.::GAc::L=----1--:..:PEc:.:R..:.P::.:LA-"'N'-l----'9'-----ll--..-:L_+-_______ -l MAN CHO ----+----------------+------------+--=--, ---·····--- MANFREDA UNDULATA 'CHOCOLATE CHIPS' ----+--'G""H"-OC,..,O:.:cLAceTccE.:cCc::Hl,_,PSc..cF.c:A:cLS"'E-'-'A"'GA.,_,V-"-E---f-----'-5-"GA-"L'---+-'-'PE"'R~P=LA-=N-+---'6'-----,f---"L_+---------, ----+---------------+--------··----LOM BRE LOMANDRA LONGIFOLIA 'BREEZE' DWARF MAT RUSH 1 GAL 30" 0.C. 340 -"'cA'..'.'.R'-'0"'1v=---l--'c"'A"'RE""x"'o"'1v'-'-uL"'s"'A""1c'-'_ '-'rn"'M'-'U::CLl::.:GO=L"-A,-__ H-O-RT-)---+--=-Eu"'R"'o"'PE2A~N ""GRC-'EC.CY"-sE=o~G7E -----+----,1~G~A~L -t--"30=" O.C. ---275 . ----- FES RUB FESTUCA RUBRA (EXISTING TO REMAIN\ CREEPING RED FESCUE --'-'=""'---l-'==========1------i--"'======------+-----+ -----------· L L EXISTING TO REMAIN H -->-----+--------; ----+----------_,,,, ___ .. ,-----------+-------------1-------t-----+---f----+---------+ ------+--~~~-+---ccccc-c-l---=--c~-=-+--+--------l MYO PAR MYOPORUM PARVIFOLIUM 'PINK' GROUNDCOVER MYOPORUM FLATS 12" o_c_ 3,244 SF. L -"''-"-'=--I-'========'--------+-"-=======----+--'-==--+----"'--"'""'---+-'==:.:.+--'--+----------- ----+---------------+--____ ,,_,_ SEN SER SENECIO SERPENS BLUE CHALKSTIGKS FLATS 18" O.C. 589 L C. \DRA\NING FILES\TITLE SHEETS\CLSB-IP.DWG REVISED. 3/1/2016 '\ I LANDSCAPE NOTES -(LEGoLA'-10 LEGEND NOTES: ' ALTERNATES REQUIRED MINIMUM SLOPE PLANTING STANDARDS PER CITY OF CARLSBAD LANDSCAPE MANUAL: A. SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: 1. STANDARD #1 --COVER CROP AND EROSION CONTROL MATTING: GOVER CROP SHALL BE A SEED MIX TYFIGALLY COMPOSED OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE NINETY (90%) PERCENT COVERAGE WITHIN THIRTY (30) DAYS. EROSION CONTROL MATTING SHALL BE STRAW TYPE. JUTE MATTING IS NOT ALLOWED. INSTALL THE MATTING WITH STAPLES AND ALL OTHER MANUFACTURER'S INSTRUCTIONS. o ON SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT WHERE ADJACENT TO PUBLIC WALKS OR STREETS: -WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15, EROSION CONTROL MATTING SHALL BE REQUIRED. -DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSION CONTROL MATTING MAY BE USED. o ON SLOPES GREATER THAN 3 FEET IN HEIGHT, EROSION CONTROL MATTING SHALL BE REQUIRED AND A COVER CROP SHALL NOT BE USED, UNLESS OTHERWISE APPROVED BY THE CITY. 2. STANDARD #2 •• GROUND COVER: ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND GOVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS, PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE (1) YEAR. 3. STANDARD #3 --LOW SHRUBS: LOW SPREADING WOODY SHRUBS PLANTED FROM A MINIMUM OF 1-GALLON SIZE CONTAINERS SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). 4. STANDARD #4 --TREES AND/OR LARGE SHRUBS: TREES AND/OR LARGE SHRUBS, PLANTED FROM A MINIMUM OF 1-GALLON SIXE CONTAINERS SHALL BE INSTALLED AT A MINIMUM RATE OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. B. AREAS OF APPLICATION -SLOPES 6:1 OR STEEPER ONLY: 1. SLOPES 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1 (GOVER CROP OR EROSION CONTROL MATTING). 2. SLOPES 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), # 2 & #3. 3. SLOPES IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), # 2, #3 AND #4. C. AREAS GRADED FLATTER THAN 6:1 REQUIRE A COVER CROP PER STANDARD #1 WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: 1. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. 2. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. 3. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. REQUIRED MINIMUM PLANTING REQUIREMENTS PER CITY OF CARLSBAD LANDSCAPE MANUAL: ALL TREES (EXCEPT ON SLOPES 3:1 OR STEEPER) SHALL BE A MINIMUM OF FIFTEEN (15) GALLON SIZE. 50% OF THE SHRUBS (EXCEPT ON SLOPES 3:1 OR STEEPER) SHALL BE A MINIMUM FIVE (5) GALLON SIZE. WOODY SHRUBS SHALL BE PLANTED OVER HERBACEOUS GROUND COVER AREAS TO COVER 60% OF THE GROUND COVER AREA (AT MATURE SIZE). SPACING OF PLANTS SHALL ALLOW FOR THEIR SIZE AT MATURITY. EROSION CONTROL MATTING: INSTALL EROSION CONTROL MATTING ON ALL SLOPES 6:1 OR STEEPER. MATTING SHALL BE SHALL BE STRAW TYPE, JUTE MATTING IS NOT ALLOWED. INSTALL THE MATTING WITH STAPLES AND ALL OTHER MANUFACTURER'S INSTRUCTIONS. HYDROSEEDING IS NOT REQUIRED FOR THIS PROJECT, ROOT BARRIERS: ROOT BARRIERS SHALL BE INSTALLED AT ALL TREES THAT ARE WITHIN FIVE (5) FEET OF PAVEMENT. ROOT BARRIERS SHALL BE A MINIMUM OF FIFTEEN (15) FEET IN LINEAR DIMENSION ALONG EDGE OF PAVEMENT. BARRIERS MAY BE OMITTED FOR TREES IN CONCRETE RAISED PLANTERS. (A) WATER NEED PER WUCOLS IV, REGION 3 -SOUTHERN COASTAL: VL = VERY LOW L = LOW M = MODERATE/MEDIUM H = HIGH (·-) = NO VALUE GIVEN. ESTIMATED BY LANDSCAPE ARCHITECT (B) PER CITY STANDARDS, A MINIMUM OF 50% OF SHRUBS SHALL BE 5 GALLON SIZE EXCEPT ON SLOPES 3:1 OR STEEPER. (C) EXISTING DRACEANA DRACO TREES SHALL BE RELOCATED FROM SITE. DIG MINIMUM ROOT BALL SIZE OF 6-FEET DIAMETER X 3-FEET DEEP. CONTRACTOR SHALL SUBMIT PROPOSED MEANS AND METHODS OF TREE EXCAVATION, TRANSPORT AND REPLANTING TO LANDSCAPE ARCHITECT AND LEGOLAND'S LANDSCAPE MANAGER FOR APPROVAL. (D) ALL TREES TO BE APPROVED BY LANDSCAPE ARCHITECT. SUBMIT PHOTOS FOR REVIEW. (E) ALL CYCADS AND SPECIMEN SUCCULENTS TO BE SELECTED BY LANDSCAPE ARCHITECT AT RANCHO SOLEDAD NURSERY, OR PRE-APPROVED SUPPLIER. SOIL PREPARATION: PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION (MWELO 492.6). COMPOST AT A MINIMUM RATE OF FOUR (4) CUBIC YARDS PER ONE THOUSAND (1,000) SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INGHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. (MWELO 492.6). THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS OR VIRGIN FOREST PRODUCTS UNLESS THE RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE (MWELO 492.6). A MINIMUM THREE (3) INCH DEEP LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED. (MWELO 496.6). COORDINATION WITH UTILITIES: DUE TO THE RELOCATION OF UTILITIES AFTER PLAN APPROVAL, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO THE BEGINNING OF LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN UTILITIES FROM VIEW. PROVIDE THE LANDSCAPE ARCHITECT WITH AS-BUILT LOCATIONS AND/OR PROPOSED CHANGES TO THE LOCATION OF UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF LANDSCAPING SO THAT POTENTIAL CONFLICTS WITH TREES, PLANTS AND IRRIGATION SYSTEMS CAN BE IDENTIFIED AND RESOLVED. SALVAGE AND RELOCATION OF EXISTING TREES: CERTAIN EXISTING TREES AND PLANT MATERIAL SHALL BE DUG AND REPLANTED ON THE PROJECT SITE PER THE PLANTING PLANS, OR BOXED AND RETURNED TO LEGOLAND FOR STORAGE AND FUTURE USE. ALL TREES TO BE RELOCATED SHALL BE TAGGED IN THE FIELD BY THE LANDSCAPE ARCHITECT PRIOR TO SITE DEMOLITION. SOIL ANALYSIS REPORT AND RECOMMENDATIONS: A HORTICULTURAL SOIL ANALYSIS REPORT AND RECOMMENDATIONS SHALL BE SUBMlmD TO AND APPROVED BY THE CITY. IF GRADING IS NOT REQUIRED FOR THE PROJECT, THE REPORT SHALL BE SUBMITTED WITH THE LANDSCAPE DOCUMENTATION PACKAGE. IF THE PROJECT INVOLVED MASS GRADING OF THE SITE, THE SOIL REPORT AND RECOMMENDATIONS SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLETION. AFTER COMPLETION OF GRADING, BUT PRIOR TO PLANTING, THE LANDSCAPE CONTRACTOR SHALL OBTAIN THE SOIL REPORT AND RECOMMENDATIONS AT HIS EXPENSE AND SUBMIT TO THE LANDSCAPE ARCHITECT FOR REVIEW. THE LANDSCAPE ARCHITECT MAY THEN REVISE THE CONTRACT DOCUMENTS AND/OR SPECIFICATIONS IN ORDER TO IMPLEMENT THE RECOMMENDATIONS OF THE SOIL REPORT. THE SOIL ANALYSIS SHALL INCLUDE INFORMATION ABOUT THE SOIL TEXTURE, SOIL INFILTRATION RATE, PH, TOTAL SOLUBLE SALTS, SODIUM, AND PERCENT ORGANIC MATTER. SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. IN PROJECTS WITH MULTIPLE LANDSCAPE INSTALLATIONS OR A LARGE LANDSCAPE PROJECT OF MORE THAN 10,000 SQUARE FEET, A SOIL SAMPLING RATE OF 1 IN 7 LOTS OR 15% IS AN ADEQUATE CROSS SECTION. THE REPORT SHALL IDENTIFY ANY RECOMMENDED SOIL AMENDMENTS, TYPE, AND QUANTITY THAT MAY BE NECESSARY TO FOSTER PLANT GROWTH AND PLANT SURVIVAL IN THE LANDSCAPED AREAS. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. IRRIGATION: SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACE IS DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPE AREA. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. ALL UTILITIES ARE TO BE SCREENED. ALL LANDSCAPE AREAS ARE TO BE MAINTAINED BY THE PRIVATE LAND OWNER. ALL EXISTING PLANTING ANO/OR IRRIGATION DESIGNATED TO REMAIN ON SITE SHALL BE PROTECTED IN PLACE. ANY EXISTING PLANTING OR IRRIGATION DAMAGED DURING THE COURSE OF THE PROJECT SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY AND PER LANDSCAPE MANUAL REQUIREMENTS. ···-CALIFORNIA ~ :::c •• 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 i:o This (hard copy or ele~·o1 c) cra'Ning is an instrument of ssrvl::a arc :te properly of orcutt winsb\· a1:l srell remall'l their propeny, The des I~~ profassional shall rot be rosporsiblo for ffl/ a1:eraUo~s, modificat·crs or addn1ons ma:19 to 11 s dral'ling by ar,~ parw other t~~r t~e desl;Jn professional. Us~ of tllis diawl~g ~~ell bs lirn,tsd to lli8 er gin~I si:e 'or which I~ was prepared and pi.till:atlon therecl Is expressly ll11ited to such use, re•use or repro~u::tlon Unless o1ho!Wlsc agreed r ll'riting, docign profeSSional resarws al c,~v11gnt or o:t,er property 11teres: 1n ttll; drawing, and 1tna1 natbe re-JSe<.l for a1~ cttler purpo~e without Iha Jasign professio11alS w, i:tsn co,i'Hll. Publication Ir/ any method in fjrcle or par, 1s prohibited without lhe wnltsn permlsslOrl of the dosig~ profoGolonal Any Information obtained or oo~•:lusions deri'led frcm this (lrawing shall be at ttle user's sr;le risk 0 ::, 0.. ::, 0 c:: "' en t-z w OS z ~ . WO t-~ z en w"' zz ::J 15 c:: _, WO OS :,: <( z 0:: 0 LL --' (3 ~ 0 C)N z 1- ::S fr1 0 -;, (9 0 w 0:: --' a.. CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 tom.storer@legoland.com tel: 858.334.8938 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DELTA DESCRIPTION Lr, City & County plan check & City & County plan check Lr, City & County plan check PROJECT TEAM: DATE 7101/2024 8129/2024 9/25/2024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS PLANT LEGEND & LANDSCAPE NOTES SHEET NO. ==='----------- L-700 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA " AS B U I LT" TITLE DATE REV'EWED BY: INSPECTOR DATE 1----1--1-/l-l\----------+--+----+--I----II S2HE6ET II CITY OF CARLSBAD I ;:===-'=· =====:P::::L::::A:::NN::'l=:NG=D:::IV::::IS::::IO:::::N::::====~- 1----+----1-----------------+---+---f----f----l LANDSCAPE IMPROVEMENT PLANS FOR: LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 PLANT LEGEND & LANDSCAPE NOTES l----l--f--------------+---l----+---+---11 APPROVED: A2 A,~:. I __ __!e:_✓-=...E: fV,,>-..-=-~~L_j,e:-~-••-=--___ _j_() {JJj /24 PLANNING . DATE INITIAL DA TE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: RWA CHKD BY: _ gyy_A__ RVWD BY: PROJECT NO. LPC2024-0015 DEV2023-0061 DRAWING NO. 547-?L SHEET 26 OF 35 SHEETS I \ NOTES: 1. REFER TO SHEET 26 (L-700) FOR PLANT LEGEND AND NOTES. 2. REFER TO SHEET 31 (L-705) FOR TOP MULCH PLAN. .J / / r+~~~-~--#--,---,.-+!'h/-;;;r:11-;I·-~· -----" --·7>· 1t _____ ;{. -4·----!, -~ "' - NAN DOM 47 5g ELECTRICAL EQUIPMENT PADS, REF. BUILDING PERMIT PLANS. A/C EQUIPMENT PADS, REF. BUILDING PERMIT M.E.P. PLANS. SITE WATER AND FIRE CONNECTION UTILITY EQUIPMENT, REF. BUILDING PERMIT PLANS, SHEET C-100. ELA GIL 9 5g ,, 16 15g 4 " HAWTHORN TREES (RHAPHIOLEPIS 'MAJESTIC BEAUTY') TO REMAIN RHA UMB 5 15g A/C EQUIPMENT PAD, REF. BUILDING PERMIT M.E.P. PLANS. (TOTAL QUANTITY INCLUDING SHT. L-704) 1" = 10' O" 5' 10' LOM BRE 30" O.C. 340 lg 20' 0 PLANTING PLAN 1 ~.=.....:..:........:.___:___::........:..... __________________________ _ C: DRAWING F!LES TITLE SHEETS CLSB-IP.DWG REVISED: 3 1 2016 (TRACHELOSPERMUM JASMINOIDES) TO REMAIN 'I.) ...,-,------. L1 KEY MAP DIE GRA q 18 lg RHA UMB 2 15g __::~:Li:~~91·--ll. I-= ,j -7 . 4' ' ~,·_]~7~-1 -. ~ I ~'---,-~ I A/C EQUIPMENT PAD, REF. BUILDING PERMIT M.E.P. PLANS. I l '<I" 0 r--. NEW RIDE BUILDING ...'., I-LU LU :c (/) LU LU (/) ' \ I ■I --(1.EGOLAND r\c.ALIFORNIA a. 0 :c :c •• 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com r-w-Apel land scape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 © 'rhls (hardcopyorels~troTc) dr3Wlng is an ms~ument ofservi~a arc ire prop&rty of arcuttwinsla.l· a1j srell remaiithelr property, The des~n professional shall rot be resporsibla form/ al'.emlIons, mod1fioa~cns or additions ma:la t-, t1 s dra111Iog by ar-~ party otner trsr tte desgn prolesslonal Us~ of t111s diaw,i1g sr~II b8 lrni led to the c-rgiMlsi:e 'or which Iswas prepared and publi-:ation therecfis expressly JJllited to such use. re-use or repro~uction Unless 01herT/Isc agrotd r ll'nbng, design professional re~e~·es al c~~yright or o:tier property i1West ,n this drawing, and It nay not be re-Jsed for a1y ether purpose wilhoul Iha des:gn prnfesslonal's w,-r.ten consent. Publication b'/ any method In ... ~ci~ or pert is proh1b1ted without the writien perrmss10n of tho dcs1g1 proressIooal. Any Information obtained ~, oo.1alucions dari•1ed !rem this drawing shall be at the user's scle risk <( 0 z ::, 0::: 0.. :::, 0 0 "' LL '" _. (J) <3 LO >-z N UJ 0 :. z 0 N ~ . z I- UJ 0 ::i (..) >-;;; UJ z (f) UJ "' 0 -, zz 0 ::J i5 (.9 "' J UJ 0::: UJ 0 c.. :. :c ....I CLIENT CONTACT Tom Storer One legoland Drive, Carlsbad, CA 92008 1om.storer@legoland.com tel: 858.334.8938 "' 0 0 &! c'i -0 "' .0 m 'ls 0 ,, c§ = C "' '5 ~ "l " C 0 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS OB.TA DESCRIPTION DATE ffi City & County plan check 7101/2024 & City & County plan check 8129/2024 &,, City & County plan check 9125/2024 PROJECT TEAM: R W Apel Landscape Architects, Inc, PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS PLANTING PLAN SHEET NO. L-701 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" TiTLE DATE REVIEWED BY: IAPPROVED'.A d~ ,r,/,,//14 ~====~~===~~==============================~====~====~=====~====: ~-P;:::LA;:N;:::N;:IN::G =:;:;;;;=:::;-;::==~:::;:~:::;:=~~~~~~ DWN BY: RWA PROJECT NO. DRAWING NO. CHKD BY: RWA LPC2024-0015 54 7-7L RVWD BY: DEV2D23-0061 DATE INIT1AL DESIGNER OF WORK REVISION DESCRIPTiON DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL SHEET 27 OF 35 SHEETS ,------- EXISTING INDIAN HAWTHORN SHRUBS (RHAPHIOLEPIS INDICA) TO REMAIN ElA GIL 17 5g -- I.,. I I .,_ 1 I I I I I I I I AFR GRA STANDARDS .,. NOTES: 3 24"b RHA UMB 11 5g TRA JAS 65 lg t ,, I I .,. \ \ I ti I ' I I ' I ' I ' I ' I ' I ' I ' ' ' ' ' " I ' ' ' \ \ \ ' I ' \ \ I \ \ ' i \ tl \ I \ ' ' 'j h I \ I \ ' DIE GRA I ' 15 sg I ' ------1- ' l ' 1. 2. REFER TO SHEET 261 L-700 FOR PLANT LEGEND AND NOTES. REFER TO SHEET 31 I L-705 FOR TOP MULCH PLAN. I I \ 53m ;:u ~ \ \ \ 0 j I I \ NAN DOM 47 5g AFR GRA COLUMNS 16 15g RHA LIMB 5 15g ~ 1"=101 10' 20' YO' 5' 0-P_LA_N_T_IN_G_P_LA_N ____________________________ _ C: DRAWING FILES TITLE SHEETS CLSB-IP.DWG REVISED: 3 1 2016 ""'·~ \ \ 01 / __ . ..;1...,._ -'---:r"'\ -F __ l-'C" ____ , -e~--- --•---->-✓, . ' ----~- KEYMAP I DID MEJ ---- SEN SER ACA CO ACA COG 7 5g a. ~ ::c •• 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com Slgnolurl! 9 /3D/2D r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 © 7his {hard copy or e19•::tron,c) drawing 1s an instrument of service and ttie property of orcutt l'l'rnsro.,,· and shsll ra!'l~lll t11air pmperly The des1g1 profe5sronal shall rc·t t,e resi;cnS1tils f~r any al'.er~tions, modifications or add(1ons nade to this drawing 0'( any partyothor tMn tile design professional Usa ofthls draw1~g shall be 11n:ted to the cngmal &tte fer which 1s was ~repared and pub11cat1on thereof Is express[)' limited 1J such use, re•use m iepodJclmn Unless otherwise agreed in wntin~. design prof€ssional reserves al copyngh! or otter property in:erg;it rn tll1s drawing, and ,t m(I'{ not bo rc-u3~d for any other purpose M!hJut the d~s,gn protassIonal's written consent. Publcator by any metho~ In wllcle ll" pa1t is p.-ohhlE!d withou11h9 wntt~1 ~1m,s.~ion of Iha design professional. Any mformallon obta1neC or ;oncusions derived from thisdraiNlng ahall bo al tho uso~, €Ole nsk ui :::i (l_ ~ "' <I) f-m " z ~ • LLl (_) f-"' z CJ") LLl (9 zz :JO "'---' LLl 0 :,, I <( z 0::: 0 LL _J <)~ ON z I- <( (.) _J w 0 ---; (9 0 w 0::: _J Cl. CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 1om.storer@legoland.com tel: 858.334.8938 OWP PROJECT ND. DATE OF ISSUE 4139 09.25.2024 REVISIONS DELTA DESCRIPTION & City & County plan check ffi City & County plan check ffi City & County plan check PROJECT TEAM: DATE 7101/2024 8/29/2024 9125/2024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS PLANTING PLAN SHEET NO. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" 21 flt 10 51 1--T_I_TL_E ______________ D_A_TE ___ --I REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD 1----l-----+-1-------------+----+---l---+---ll S2HE8ETII ===~·=====:::P:::L:::A:::N:::Nl:::N::::G:::D:::l:::Vl::::S:::10:::N=====::; LANDSCAPE IMPROVEMENT PLANS FOR: LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 PLANTING PLAN l----+---+--------------+----+-~e----+---11 APPROVED:~ yJ/ Qu L- _PLANNING 10/14/lA DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: RWA CHKD BY: RWA RVWD BY: PROJECT NO, LPC2024-0015 DEV2023-0061 DRAWING NO. 547-?L SHEET 28 OF 35 SHEETS B I • • I vvb ~~-"-~-"s-__L_fC=~ --r' L .'\ I .c. -'. '-I ---·-r/~ -I ___ _ ."-----/ +..+~_µ'-"',if// UJ UJ Cl) ~ Wo z I'--' ....J ....J I 1--U UJ ~ UJ A/C EQUIPMENT ::a 1E REF. BUILDING PERMIT NOTES: SEN SER ACA COG 21 flt 10 5g 1. 2. REFER TO SHEET 26 / L-700 FOR PLANT LEGEND AND NOTES. REFER TO SHEET 31 / L-705 FOR TOP MULCH PLAN. DID MEJ SEN SER MAN IJN 3 24"b 78 flt 3 5g SEN SER 13 flt I KUM PU I ~ 1"=10' 10' 20' vO" 5' 0~P_LA_N_T_IN_G_PL_A_N ___________________________ _ CLSB-IP.DWG REVISED: 3 1 .016 I / / \ ' / TITLE / / 0 REVIEWED BY: INSPECTOR 120 n orange ave orlando, fl 32B01 407.644.2656 t www.owp.com r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 © Thi~ (hard copy or eleotromc) dra'!l'iM 1s an m$lrumen\ or serv1oe and the property of orcun winslow and shall rema1nthaq1roperty Thedes,gn profess1onal shall not be responsible for any al1€ralons, mo:!l~o,tkms or add~inns made to 1h1s drawing by any party other than the des,g~ profess~nal Use cf this df811'ing shall be I rnlted to the orgnal srte lor wh1c'l is wos prepared and publ1eallon thereof is &Kpresslylnw.ea tc sueh use, re-use or repr<Xluct!on Unlessotharw:se agreed In wnt ng, design JIOless1oral rese1ves ~II copyn9h1 or olhsr praJMy interest in lhs draw,ng, ar-c: rt may not be re-used fur any other purpose without l~e design profess·crcl'swrtllen consent PublrccUon by 00/ method :n whde or pat is proh1bitad v111hou1 Iha wn:ten per111ss1on oft1a <1es1gn proresswnal Any lnf~•matlo1 obtained or conclusors d011vad r,orn lhis dra.,.mg shall be a·. ·~e usa~s sole rls~ <( u:i z :::j a::: a_ ::, 0 0 0:: LL "' u, ....J I-<( LO z N w <...) "' C) z Cl N <( z I-tic . w'-' ::i <...) I-ii; w z u, wo 0 -:, zz 0 ~g (.9 w a::: WO :,; I ....J 0.. CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 tom.storer@legoland.com tel: 858,334.8938 '° 0 0 N "' <( u "C "' n ~ t "' u .,; > ts "C C i 0, ~ <D C 0 OWP PROJECT NO. DATE Of ISSUE 4139 09.25.2024 REVISIONS DELTA DESCRIPTION ffi City & County plan check ill City & County plan check £ City & County plan check PROJECT TEAM: DATE 7/01/2024 8/2912024 9/2512024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS PLANTING PLAN SHEET NO. DATE DATE l----+---+-------------1----1----1----t---l I APPROVED:~ d~ 1----+----1~----------------+---+---1----1-----1 ~~P::::LA:=..N:::..N;;,IN=..G=-=-=a;;,;;..;:::....=,:::;-;:==========;;=====~ DWN BY: RWA PROJECT NO. DRAWING NO. CHKD BY: RWA LPC2024-0015 54 7 -7 L RVWD BY: DEV2023-0061 DATE IMTIAI DESIGNER OF WORK REVISION DESCRIPTION DATE INlllAL DATE INITIAL OTHER APPROVAL Cl TY APPROVAL SHEET 29 OF 35 SHEETS -0 l'-- _j 1-w w I en w w en w z ...I I ~ ~ I ·- SEN SER 21 flt ACA COG 10 5g 010 MEJ 3 24'b SEN SER 78 flt MAN ll\V 3 5g SEN SER 13 flt KUM PU 1 5g EXISTING DRACEANA DRACO TREE SHALL BE RELOCATED FROM SITE. 30" O.C. LOM BRE (TOTAL QUANTITY SHOWN ON SHT. L-701) 340 lg A/C EQUIPMENT PADS, REF. BUILDING PERMIT M.E.P. PLANS. 1. 2 REFER TO SHEET 261 L-700 FOR PLANT LEGEND AND NOTES. REFER TO SHEET 31 I L-705 FOR TOP MULCH PLAN. MATCHLINE -SEE SHEET L-703 ! • 1 ~:~ --:~: :~,~ ~· ! ' 4 : ; ' ' : ' ' ' i , ' / , ri-N..n l AEC Bll\ 4 ORA ORA 1 EX ASP MYE 13 lg ALO MAR 1 5g 4 N.O MIC 7 5g 4 / -~-1"~10' 10' 20' 01--P_L_A_NT_IN_G_PL_A_N _______________________________ _ vO" 5' KEY MAP C: DRAWING FILES TITLE SHEETS CLSB-IP.OWG REVISED: 3 1 2016 , l; : I if' : ' : '' ' ' • : : ; ' ' ' ' <i <I DATE INITiAL DESIGNER OF WORK / / <l <! \ \ \ 4 I CAL LIT 4 CAL LIT 21 5g I I <I ENC TRI 3 15g <J 4 / . _\ ,1 DIE GRA 16 1g / A q REVISION DESCRIPTION X X \ \ I I X ALO BAR 1 24'b ENC TRI 1 15g \ I I LIMIT OF WORK DATE I I_ \ / / \ INITIAL OTHER APPROVAL \ \ \ \ \ ( OA,E INlllAL CITY APPROVAL a. 0 ::c ::c •• 120 n orange ave orlando, fl 32801 407 .644.2656 t www.owp.com r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 © This [hafd copy or electroni-:) d:awirg is en 'nsbument of ooMce s1:J tne prcpeny of orcull wmtlow and shall remam !heir property. The design proless;cnal shall ~-,t 00 res~onsible for any all!!rallons, mudifcali~ns or aCliilmns made to tlus drnwin~ hi' a11 party otllerlha~ the design proless1onat, Use of tills drawing Sha'! be limited to :he onginal site fcri'of11ch Is waspropa-ed and publcaMn IMrao~ 1s express!}· l11ritad to such use, 1e-use er rep:oduc~on Unless otheJWIse agreed I~ writing, design professional 'eservBs ~II wp}T\]M oroliiar property interest In this drawITTg, and it :'flay not be ra-useC for any othfr purpose wlhoutlhe design prcfessIonal's writ.en consen1 PLbhca~on by any mo1hod In whole or part is prctiiDited witt10utlhevrntten permission of the design professional Any lnforma11on otx.i1n~:l or wnclus1ons d6ns€d frorr· ths ct awing shall be at the use(s sole rist <( z 0:: 0 LL ~~ 0 ON z f-::i u 0 ~ 00 LI.J 0:: _J 0... CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 tom.slore1@legotand.com le!: 858.334.8938 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DEL TA DESCRIPTION ill City & County plan check ill City & County plan check ill, City & County plan check PROJECT TEAM: DATE 7/01/2024 8129/2024 9/2512024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS PLANTING PLAN SHEET NO. L-704 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" TITLE DATE REVIEWED BY: DWN BY: RWA CHKD BY: RWA RVWD BY: PROJECT ND. LPC2024-0015 DEV2023-0061 DRAWING NO. 547-?L SHEET 30 OF 35 SHEETS \ \ \ \ I 11 I ,II 'I 1,1 . .. 1 I, Ii ,, LEGEND SYMBOL DESCRIPTION AREA (S.F) ~ 3" DEEP LAYER BARK MULCH 14,770 S.F. + + + + + + + + 2" DEEP LAYER UNCOMPACTED 4,767 S.F. + + + + DECOMPOSED GRANITE MULCH + + + + REFER TO SHEET L-700 PLANTING LEGEND & NOTES FOR BARK AND D.G. SPECIRCATIONS. 28 S.F. ~ 1"=20' 20' 40' ~O" 10' (01---T_O_P_M_U_LC_H_P_L_A_N ______________________________ ~----- C: DRAWING FILES TITLE SHEETS CLSB-IP.DWG REVISED: 3 1 2016 ~ \ I i 'r~, • -:( LEGOLA D '··CALIFORNIA ~ 120 n orange ave "1ii orlando, fl 32801 C: ·:: -~ 407 .644.2656 I -c -. :, ~ OE www.owp.com ,~o ,Co a. 1>-\'IOSCAP1; 0 .A "' 0 :c -I * :c •• Or-Cf>,\..\ r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 O This (hard copy o• slectronlc) drawing I> ar-instrumenl of servlre and lhe property of orcuH w rslow and shall remain their property. -he design :i•ofess1onal shall not be mponsible for any alte11Uor,s, modi!i~a:ionsoradditions 11ade to :t,1s drall'i~ by any party olMrthan the design pro!eSscnal. Use oftris ctawing ;halt be llmltec tc tile onglnal s1tefor which 1s was prepared a-.J publicalian thsreof is expressly imitil':l to SLich use. re-use a-reproducton. Unless othermseagreed in wnU~g. d~sign professi~nal resmes all coll}lr,ghtorcther p11peity ,nterestm this arall'ln~, Md it rr,ay Ml be r~used for an~ olher~umosewilhouttha design professlons!'s wrttsn consenl Publl~sUon by any muthoo in whole 01 part is prnhlb1led wllhoutthe wnHen o~-m1ssion of the des'gr. prof~ssooal i!,ny information obtained or ccr.dus1ons dor:vod trom lh1s drawirg stiaD De at th~ users sole risk. <( z a::: 0 LL _J c3 ~ 0 ON z 1- ::S ~ O, Cl 0 LU o::'. ....I Cl. CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 tom.storer@legoland.com tel'. 858.334.8938 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS 01:l TA. OESCRlf>TION fil City & County plan check fil City & County plan check fil City & County plan check PROJECT TEAM: DATE 7/01/2024 8/29/2024 9/25/2024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS TOP MULCH PLAN SHEET NO. L-705 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS 8 U IL T" TITLE DATE REVIEWED BY: INSPECTOR DATE l-----l---+- 1 ------------+----+--+--t----l I SH3E1ET 11 CITY OF CARLSBAD _ PLANNING DIVISION ~L=AN~D~S~C~A;;P:;:E~IM:;P~R~O:;:VE~M:;EN~T~P~LA~N~S=F~"O~R~; =====~ LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 TOP MULCH PLAN -----+----------------+---+---+----I I APPROVED:~ 4/ ~ _PLANNING DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL JATE INITIAL OTHER APPROVAL c1-y APPROVAL DWN BY: RWA PROJECT NO. CHKD BY: RWA LPG2024-0015 RVWD BY: DEV2023·0061 DRAWING NO. 547-7L SHE~T 31 OF 35 SHEETS UB 18-2 Specifications 0.050' (1 52 mm) 18" DeepRoot® Tree Root Barrier coubleTo Ed, Specified tree root Oilrrier is 2 rneCT'.an'cal bJrricr ;ird rcot deflector used to p:event t0ee roots from danaging hardscapes and !andscapes. Assembled in Z4" (609 mm) iong modules to create voryi1g 'cngths for lmear apphcal1ons, ur perimeleI surround appl:cations in varyir,g sizes. 3/8" [9.53 mm) 0.060" (1.52 mm) 0.0€0" (1.52 mm) A. r✓atenals 1. The con:rac:or shall furnish Jnd ins:a:J tree root :Jarrier as specified, The t-ee ~oot bar-ier shall oe either product itUB :8-2 as manufactured by DeepRoot® Green Infrastructure, LLC. 530 Washir,g·.on Sl:eel, San Francisc::i, CA, www.deeproot.com i80C.458.7568L 2. Root barrier shall be re:yclable, black, injection rrolded panels with D.75" (190 mm) wall t1ickncss in modules 24' (609 rrrr) long and 1s·• (460 mm:· deep. 3. Root barrier shall be rnanufacturec with 75% reproceSSEd po!vrropylene with added ultraviolet lnhibit:xs, 4. Roct barrier shall be comprised of 21'i." (609 mm) pane:s. Each panel sha!I have no le5s than four 14) Molded Integral Vertical Rcot Directing Ribs of a minimum 0.060" (1.52 mm) thickness, protruding 1/2" {12 7 mm) at 90' from interior of the barrier panel, spaced 611 (152.4mm) apart. (Sec Details A & D) 5. Root barrier shall have a D01Jb!e Top Edge consisting of two paraliel, integral, horirnnta! ribs at the top of the panel at 0.060" {1.52 mm) thickness, 3/8" (9.53 mm) wide and 1/4" (6.35 mm:1 apart with the lower rib attached to the vertical Root Directing Ribs (See Detail A). 6. Root barrier shall have a 11inirrum of nine (9) Ant!"Uft Ground Lock Tabs consisting of integral horizontal ridges of minimum 0.000" (l.:12 nn} th1clmess in the sf ape of a segment of a c"rcle, the 2-1/4" i:s7.15 1111) chord of the segment joining the panel wdll and lhe ~eg111er1l, prolrudi1g 3/8'" (9.53 mm) from the .'.l~nel. The ground lork~ rm each panel shell be ab-Jut equally s::iaced between eac1 of the vertical rcot clrecting ribs l:See Details 8 & D). 7. Roel barrier 5hall have an i:1legra!ed Zipper Jo"ning System for a~sf'mbly by ~liding onf' panel in!o anothe· (See Detail[). U.S. Patents: 5,305,549; and 5,528,857. other Patents Pending. Properties T'{pka-Value ASTM Test Method Tensile strength @yield-Wall 2.354 PSI D638 T ens1le-strength @yield-Hinge 2,846 PS! 0538 Yield Elongation Wall 7.44% D538 Yield Elongation-r.inge 7.0'.% D638 Fle~ural 1/odL-lus 119.625 PSI 07908 ~lotc~ed lzod Impact-Wail 3.84 (ft-lbs) 0256A R.ockwell Hardness r. sec.le-Wal 84 4 0785A 5' OR LESS • TREE TRUNK c e 1 ' 1/2" (12.7 rr,rr) DETAIL A 0.075" (1.90mm) I ntegral Verfo::al Hoot Directing Rib DOUBLE TOP EDGE AND VERTICAL ROOT DIRECTING RIB 2.-1/~" (57.15 mm) 3/8'1 {9.53 mml DETAIL B • L 0.060" (1.52 mn) ANTI-LIFT GROUND LOCK TAB DETAIL C-ZIPPER JOINING SYSTEM - --...... - 1Hll5~ 1oirus~ -;s1tL.W'l -· ~-- ~ Oeep ot j ""'°'""""' .. -C' Riot (•1,c:lrg l<t, 11tcgcl to panel .,ot :!ar·l,r Pa 111, 0 015" :1 !!; Mml lhl& )5%,coto:is,eopd1pr<,nyle,e .L DETAIL D-TREE ROOT BARRIER PANEL ROOT BARRIER. INSTALL BEHIND CURB, SIDEWALK OR PAVEMENT. TOP OF BARRIER SHALL BE 1 /2" ABOVE FINISH GRADE. REFER TO PLANTING LEGEND FOR PRODUCT SPECS. CURB, SIDEWALK OR OTHER PAVEMENT * ROOT BARRIERS ARE REQUIRED WHEN TREES ARE INSTALLED WrTHIN 5' OF EDGE OF CURB, SIDEWALKS OR OTHER PAVEMENT AND WHERE NOTED ON PLANS. ROOT BARRIER INSTALLATION DETAIL AT 0 EDGE OF PAVEMENT 3 ~--------No Scale C: DRAW'ING FILES TITLE SHEETS CLSB-IP.DWG REVISED: 3 1 2016 1"-!T I DEPTH OF 7 TIT- ROOT BALL =m r J ~-=111= _., • 2 X ROOTBALL FLAT GRADE CONDITION CROWN OF PLANT TO BE 1" ABOVE FINISH GRADE. 3" DEEP LAYER OF MULCH (REFER TO SPECS. FOR 1YPE OF MULCH). BACKFILL MIX PER SPECS. PLANTING TABLETS PER SPECS. UNDISTURBED SOIL NOTE: ROUGHEN SIDES OF PLANT PIT TO PREVENT GLAZING AND PROMOTE ROOT PENETRATION INTO SURROUNDING SOIL. NOTE #1: THE SIDES OF THE EXCAVATED PLANT PIT SHALL SLOPE NOT STEEPER THAN 1 :1. INSTALL EROSION CONTROL FABRIC ON FRONT AND BACK SLOPE FACE FOR SHRUBS 15 GALLON SIZE OR LARGER (NOT REQUIRED ON SMALLER CONTAINER SIZES). ONLY STRAW MAmNG MAY BE USED, NO JUTE MAmNG. SEE NOTE 61 LINE OF SLOPE ..... cffi' =1 '1 1:1 MAX-~, -r -·:illl I' DEPTH OF II • ROOT BALL 'IJJ 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. / SEE NOTE #1. UNDISTURBED SOIL -111,, i 11, 1 i' 11,, '1 I 1,, ,111,, ,ill,' 2 X ROOTBALL SLOPE CONDITION (6:1 AND STEEPER) ~ 120 n orange ave "' c: orlando, fl 32801 ·;: -~ 407.644.2656 I ..... ~ ::, Q OE -1-ri www.owp.com ~Ou a. ~ :c -· r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 © This {ll8r:J ccpy or electronic) diawing isan inslruruent Of$erv1ce and lhe pmparly oforcuttwi"lslow and shall 11mair •~eir property, The dasIgn prcfesslonal shall no1 be respons1b e fer ar,y alteratloos, modi~caUons ~r add1tcrs mado lo lhls dra1<;mg by any party other than the desig~ prof~sslonal, Use o1 this d'awlng shall be •1m1ted to the ong11a! stte for whlct. Is was ~repared aid publical1011 tl1~reof 1, P.xprB~slylnted ta such use, ra•use ~r rnpradudlon Unless Jlher.-.1se <{lread m writing, d&si;in profe&S1onal rewves all oowlght or othci prc~cr:y intmc$1 in thiJ drawmg, and 11 may not be re-used for any other rupose 11·1\hcut tho dBSODn professionars wntten consent Pubhcatlon by an)' .11et~od In whola orpart1s prohibited without the written pernIsslon o' '.he design professi~,a. Arr,t ln:ormatc-n obteined or conclusions damed from this drawing shali he at the users sole nsk <( 0 z = ::i a:: 8 a. 0 ~ ::, "' a! LL c3 (') ___J Cf) u <C L() ro I-= 0 SHRUB PLANTING DETAILS 2 i----------------z N ro UJ 0 is "" 0 '-' z Cl N ' 0 I 00 • 0 I "' ' 0 I . ~ No Scale +------- ' <O I N ~ CUT OFF DAMAGED END OF STAKE. ------------------TREE TRUNK. --~ 'CINCH-TIE' OR APPROVED EQUAL. ~..---:?" 2" DIA. ROUND LODGEPOLE PINE TREE STAKES (2). DRIVE STAKES 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 WATER BASIN (DELETE IN TURF AREAS). FERTILIZER TABLETS PER SPECS. BACKFILL MIX PER SPECS. FLAT GRADE CONDITION NOTE #1: THE SIDES OF THE EXCAVATED PLANT PIT SHALL SLOPE NOT STEEPER THAN 1 :1. INSTALL EROSION CONTROL FABRIC ON FRONT AND BACK SLOPE FACES FOR TREES 15 GALLON SIZE OR LARGER (NOT REQUIRED ON SMALLER CONTAINER SIZES), ONLY STRAW MATTING MAY BE USED, NO JUTE MATTING. SEE NOTE #1 ------~ LINE OF SLOPE BACKFILL MIX ___ _,,. FERTILIZER TABLETS PER SPECS. 1.5 X DIA. OF ROOTBALL. SLOPE CONDITION (6:1 AND STEEPER) 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). 3" HIGH WATER BASIN. SEE NOTE #1. 'l' z ~ I-ffi 0 ::i 0 I-"' w Zcr, 0 UJ (') --:, zz 0 ::::::iO (!) "' -' w a:: UJ 0 "' :r: ___J a.. CLIENT CONTACT Tom Storer One Legoland Drive, Cartsbad, CA 92008 lorn.storer@legoland.com tel: 858.334.8938 '" > 8 u " ro 0 0, ~ m " 0 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DEL TA DESCRIPTION ill City & County plan check m_ City & County plan check Lt, City & County plan check PROJECT TEAM: DATE 7101/2024 8/2912024 9/2512024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS PLANTING DETAILS SHEET NO. L-706 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" TITLE DATE 1 ~--------------0 TREE PLANTING DETAIL REVIEWED BY: INSPECTOR DATE l---+---t-1-------------+---+------,l----+-----II S3HE2ETII . PLANNING DIVISION ~L=A~N;;:DS;:C;:A~P;;E~IM~P:;R:;O~VE~M~E~N:;:T~P:;L=:A~N~S=F~O:;R;=::::::======~ CITY OF CARLSBAD LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 ------+--------------+-----,--t-------r-----t I APPROVED~ al c. J._ _ _ _PLANNING °7 DWN BY: RWA DATE INITIAL DESIGNER OF WORK REVISION DESCRiPTION DATE INITIAL DATE INITIAL CHKD BY: RWA OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. LPC2024-0015 DEV2023-0061 DRAWING NO. 547-?L SHEET 32 OF 35 SHEETS PLANTING SPECIFICATIONS PART 1 -GENERAL REQUIREMENTS 1.01 WORK INCLUDED A. Work of this section generally includes the provision of horticultural soil testing, soil preparation, planting, mulching, and associated elements and includes all services, labor, materials, transportation and equipment necessary to perform the Work indicated on the Drawings and as specified herein. 1.02 RELATED SECTIONS A. Irrigation System Specifications 1.03 REFERENCES A. Perform the Work in accordance with the Contract Documents as well all applicable laws, codes, ordinances, rules and regulations. B. Conform to requirements of reference information listed below except where more stringent requirements are shown or specified in the Contract Documents. (1) American Society of Testing Engineers (ASTM) -as specifically referenced in this Section. (2) American Nurseryman Association -product quality standards. (3) City of Carlsbad Landscape Manual, latest edition. 1.04 SUBMITTALS A. 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. B. Product Data: Prior to their incorporation into the Work, the Contractor shall submit to the Landscape Architect a list and product material data sheets for the following products he intends to use in the project: (1) Fertilizers, soil conditioners & amendments. (2) Herbicides, oesticides, fungicides, bactericides. (3) Mulches. (4) Bioretenti□n basin/swale soil mixes. (5) Gravel mulches. (6) Decomposed granite paving material. (7) Erosion control materials, blankets, stakes. (8) Planting area edging materials (bender boards, wood/steel edging, etc.). (9) Hydroseed seed mix designs and mulch materials. (10) Any product or material that differs in type or brand from that specified. Following review, the reviewer may require the submission of product samples and/or additional product information. These shall be submitted by the Contractor in the form and quantity directed. C. Product and material samples shall be submitted to the Landscape Architect for the following listed items. Refer to PART 2 -PRODUCTS ANO MATERIALS for specific submittal requirements of each item: (1) Root barriers. (2) Planting area edging products. (3) Gravel mulches. (2) Bark mulches. (3) Compost soil amendment(s). (4) Imported top soil sample and horticultural soils reports. (5) Erosion control blankets and/or mulches as specified. D. Plant samples: Plants shall be subject to approval by the Landscape Architect and Owner' representative. Samples shall be provided. Refer to paragraph 2.04 -"PLANT MA TE RIALS" for requirements. E. Invoices, trip slips or packing labels showing total quantities of materials delivered shall be submitted to the Landscape Architect for the products and materials listed below as evidence of their incorporation into the Work: (1) Seed, per requirements of paragraph2.07 -SEEOS; (2) All fertilizers, soil conditioners & amendments. (3) Hydromulch and binder. (4) Mulches. (5) Herbicides, pesticides, fungicides, bactericides. F. Test reports: (1) Soil tests, per paragraph3.01 -SOIL TESTING; (2) Seed testing, per paragraph 2.07 -SEED. G. Empty packaging containers for fertilizers, soil conditioners, soil amendments, 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 the 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 approval 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 directed by the landscape Architect in the field. Refer to paragraph l.07 • OBSERVATION ANO FIELD COORO/NA TION WITH THE LANDSCAPE ARCHITECT, and paragraph 3.07 -PLANTING, for procedures. 1.07 OBSERVATION AND FIELD COORDINATION WITH THE LANDSCAPE ARCHITECT A. B. Landscape Architect's Observations: If so retained and authorized by the Owner, the Landscape Architect will make periodic observations of the Work in progress at the 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 of five (5) working days in advance of when observations are required. Notify the Landscape Architect for the following observations: (1) After completion of demolition, clearing and grubbing, weed abatement, and finish grading, but prior to planting and/or hydroseeding. (2) After soil amendments are spread on the site, but prior to their incorporation into the soil. (3) During placement of rocks and boulders. (4) During placement of trees and other specimen plants for approval of locations prior to plant pit excavation (see special requirements for tree placement below). (5) After completion of shrub planting, but before hydroseeding, 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 "Substantial Completion" of the Work for a walk-thru and preparation of a "punch list." See Section 1700-"PROJECT CLOSE-OUT' for procedures and required observations by the Landscape Architect. (9) Upon "Final Completion" of the Work, at the end of the "Maintenance Period." The Landscape Architect may waive observations at his option, or require notification for additional observations. See IRRIGATION SYSTEM SPECIFICATIONS for additional observations that are required for irrigation system installation. Tree placement: Exact locations of trees as shown on the plans are approximate. The Landscape Architect will 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 follows: (1) While still in their containers, the Contractor shall place trees as close as possible to the locations shown on the plans. This shall be done prior to planting holes being dug, or Contractor may dig at his own risk. (2) On slopes 2:1 and steeper, or, for large box trees where repositioning is difficul~ 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) feet tall and the top 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 adjustments as necessary. (4) Contractor shall install trees at the approved locations and allow reasonable repositioning prior to digging planting holes. (5) Trees planted by Contractor in locations not approved by the Landscape Architect are sub1ect to relocation at Contractor's expense. C. \DRAWING FILES\TITLE SHEETS\CLSB-IP.DWG REVISED. 3/1/2016 C. The Contractor shall be present at all site observations. D. Field Orders: The Landscape Architect may issue Field Orders which do not affect Contract price or time. The Contractor shall comply with and carry out all Field Orders promptly. 1.08 MAINTENANCE A. Maintenance responsibility: The Contractor shall continuously maintain all plantings during the progress of the Work and during the Maintenance Period until Final Acceptance is issued by the Owner. B. Maintenance Period: After Substantial Completion of the Work, a post-construction Maintenance Period sl1all begin on the date stipulated on the Certificate of Substantial Completion and shall continue thereafter for no less than ninety (90) continuous calendar days, unless specified differently in the Contract. The purpose of this period is to ensure successful plant establishment under the care of the installing contractor. C. Maintenance Operations: 1. Regular maintenance operations shall begin immediately after each plant is installed. All planting shall be kept in a healthy, vigorous state, free from disease and pests. Maintenance shall include watering, fertilizing, cleaning, pruning, weed eradication, pest and disease control, edging, restaking, spraying, cleaning up and other necessary operations of 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 mov,ed 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 grass. Edge lawns along a neat and uniform line. Control all insects, fungi and invasion by weeds or other unintended grass species. 3. Fertilization: All planting areas shall be fertilized at thirty (30) day intervals after planting with post-plant granular fertilizer at bag recommended rate. Contractor shall notify the 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. D. Cost of Maintenance: The Contractor shall include in the Contract Price the cost of all maintenance during construction and the post-construction Maintenance Period. E. Temiination of Maintenance Period: The Contractor will be relieved of maintenance work when the final sixty (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 Landscape Architect. Receipt of written Final Accepf;Jnce from the Owner shall not be granted until the satisfactory completion of the Maintenance Period, 1.09 PROTECTION, GUARANTEES AND REPLACEMENTS A. Prorection: The Contractor 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 repaired 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 is clearly beyond the Contractor's control or otherwise could not have been reasonably prevented by the Contractor. B. 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. All plant material 15-gallon size and larger shall be guaranteed to remain healthy and vigorously growing for one (1) year from date of Final Acceptance. 3. Palms: Phoenix can,riensis, P. dactylifera and P. reclinata palm species shall be guaranteed by the grower and/or contractor to remain healthy and vigorously growing for a period of two (2) years from date of Final Acceptance. All other palm species (family palmae) shall be guaranteed for a pe0iod of one (1) year from date of Final Acceptance. Palms shall be warranted against decline and/or mortality due to damage during shipment or disease during the guarantee period following permanent planting. Particular attention shall be paid to prevention of Penicillium vermoesenia (commonly known as "pink rot") infection. To this end, the grower and/or contractor may wish to specify his level of involvement during the guarantee period. C. Replacement 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 achieved. 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 of iron, pH of 5.5-6.0, maximum salinity of 1.75, organic matter (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 tho Landscape Architect. Bulk delivery composts and/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-approval by the project Landscape Architect. B. C. D. E. F. G. H. I. J. K. L. "Humic Compost" as supplied by Agri Services, Oceanside, CA is a pre-approved product. Nitrogen stabilized wood shavings may be accepted only with pre-approval by the Landscape Architect. Shavings shall be of fine grade containing 1 % nitrogen. Gypsum shall be commercially processed and packaged for horticultural purposes with 90% passing a 50 mesh screen. Iron sulphate shall be commercially processed and packaged for horticultural purposes. Pre-plant fertilizer for tree, shrub and qroundcover areas shall be commercial type, long lasting, non-burning, controlled release, uniform in composition, suitable for application with approved equipment, with an approximate N-P-K nutrient ratio of 1-10-10 or 6-20-20. Post-plant fertilizer for tree, shrub and groundcover areas shall be commercial type, long-lasting, non-burning, slow release, free-flowing, uniform in composition, suitable for application with approved equipment, with an approximate N-P-K nutrient ratio of 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. Pre-plant fertilizer for turf grass shall be Single Super-Phosphate. Post-plant fertilizer for turf grass shall be a high nitrogen fertilizer such as Ammonium Sulfate, Urea, Calcium Nitrate, or a commercial formulation having an approximate N-P-K nutrient ratio of 4-1-2 (such as 21-7-14) with both fast acting and slow release nitrogen. Planting tablets shall be tightly compressed, slow-release, commercial grade planting tablets with an approximate N-P-K nutrient ratio of 2D-10-5. Fertilizer for potted plants shall be a slow release, granular type such as Osmocole 18-6-12 or 17-7-12, nine-month release. Pre-approved fertilizer and soil conditioner product manufacturers include Bandini, J.R. Simplot "Best" Brand & Agri-form. Soil Fumigant shall be for pre-planting treatment to kill soil fungi, nematodes, weeds and weed seed, both annual and perennial and soil insects as approved by the Landscape Architect. 2.02 POTTING SOIL A. All pots, planter boxes and other planting containers shall be backfilled with 100% commercially manufactured potting soil. Site soil shall not be used. Potting soil shall be sterilized, free of weed seeds, debris or other materials that would be detrimental to plant health. Potting soil shall be a mixture of organic materials including pine, redwood and/or fir bark, peat moss, coarse washed sand, horticultural perlite and/or vermiculite, and mineral and chemical buffers. B. Supersoil manufactured by Rod McClelland Company, and Kellogg's Planter Mix are pre-approved products. C. Potting soil shall be moistened, but not saturated, before planting. 2.03 IMPORT TOPSOIL A. Approval required: Topsoil 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 to the requirements of paragraph 3.0/ -SOIL TESTING shall be conducted on all topsoil 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 TESTING section. Topsoil deficient in organic matter, but otherwise passing the other testing parameters, may be amended with a humus based amendment approved by the Landscape Architect. C. Imported topsoil shall consist of a natural, fertile, friable, sandy loam texture and shall have no characteristics which are detrimental to normal plant growth of most ornamental species. Topsoil shall not harbor any undesirable pests, diseases, fungal, viral or bacterial agents potentially detrimental to plants and shall be free of 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 (l") in diameter. "Manufactured soil" or "Planter Soil", typically consisting of sand and organic amendments, shall not fulfill the requirements for topsoil. In no case shall topsoil contain more than five percent (5%) by volume of the following: stones larger than one inch (1"), coarse sand, and small clay lumps. D. Import topsoil shall be amended with organic, mineral and fertilizer amendments as specified in paragraph 3.06 -SOIL PRE PARAT/ON. 2.04 PLANT MATERIALS A. Nomenclature: The scientific and common names of plants specified conform to the latest edition of the Sunset Western Garden Book, Lane Publishing Company, Menlo Park, CA. Scientific names take precedence. Common names are given for convenience only. B. Suppliers: All plants shall be supplied from a reputable commercial nursery approved by the Landscape Architect. All plant material shall be grown at nurseries inspected by the State Department of Agriculture. Inspection of plant materials shall be the responsibility of the nursery of origin. All necessary permits or certificates shall be secured prior to delivery of plants to the site. C. All plants shall be vigorous, healthy, shapely, well rooted, and free from disease, pests, insects or their eggs. All plant material shall meet the sizes and requirements specified on the plans and legends and the product quality standards of the American Nurseryman Association. D. Container stock larger than one (1) gallon size shali have grown in their present containers for a minimum of six (6) months, but not over two years. Roots shall be established and well developed throughout the container but shall not be "rootbaund." E. No plants that have cracked or broken rootballs after removal 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. F. No pruning of plants shall be done except as directed by the Landscape Architect. Lateral branches along the trunks of trees shall not be removed. G. Palm Trees: Palm trees shall be of the type, variety and size specified. Height specified 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 'brown 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 ground. 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 re-establishment and shall be planted within 24 hours of digging. All Phoenix species palms (Phoenix canariensis, P. dactylifera, P. reclinata, etc.) shall be inspected by a recognized pathologist/ pest control advisor who shall inspect each tree prior lo delivery primarily to determine any infection of Peniciflium vermoesenia (commonly known as "pink rat") which should be controlled prior to shipment. Even if found to be free from infection, the leaf crown of Q![ 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 crop of seed, premixed by mechanical mixer to proportions specified, Seeding rate shall be as recommended by the seed supplier. I. Landscape Architect's Approval of Plant Material: The Contractor shall provide a minimum of three samples of 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 specified variety, size, form, shape, condition, pests, disease, latent defects and injury. If rejected, plants shall be removed from the site and replaced with the specified materials acceptable to the Landscape Architect at no additional cost to the Owner. Approved samples shall serve as the minimum standard 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 the Landscape Architect for direction on what plant material will be selected, or "tagged", by the Landscape Architect at the nursery or growing grounds. Generally, the Landscape Architect 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 2.06 A. Stakes used for tree and plant supports shall be round Lodgepole Pine, 2" to 2-1/2" in diameter, no less than ten (10) feet 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. D. E. A. Guy wires shall be 10 gauge, zinc-coated steel wire. 2-ply, reinforced rubber hose, 1/2" diameter, shall fully cover guy wires where they contact tree branches. Guy wires shall be covered their full exposed length with 1 /2" diameter white P.V.C. pipe to enhance their visibility. Deadman 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. Vine ties shall be "Sturdy Vine Supports" by Cali, 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 galvanized screw eyes of an appropriate size shall be used (with anchors if driven into masonry). Tie stems to screw eyes with plastic nursery tape or other suitable rot and rust resistant material. HYDROSEEDING MATERIALS 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 ~ 120 n orange ave II) c orlando, fl 32801 -~ :t! ~ 407.644.2656 t :J ~ o:= ~08 www.owp.com c.. ~ :c •• r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 © This (hard copy or el~~:ronlc) drnNing is a1 lnslrument or service and :he property cforcuttw1~slow and s~all remai'l their property. The desi~n professional stal not be :espors1ble for oo, eltorn~m, modifloatcrs or addttlons ma:19 t~t, s drawmg by any party olller ttar :te dasi;Jn profession al. Us; of this drall'ln~ stall be lrnlted to the or~lnal site 'orwh1i::h ls was prepared and publ1~a1mn lherfd1s exµ-ess)y lrmted to such use, re•~se or reprJ:lu:tion, Unless otherwise agreed n wnbng, design professional rese'les al co~1right or o:hor property 11teres'. r 1J11s drawing, and 1may not te re-used for a,, ether ~urpose without the ~es·gn professional's wrltlen consent ?ubl1caflon !Jy 8ny roolhod In .-.l·cle or ~Bl 1 ,s prohibited w-lhout the written permission ot he deslg~ professional. Any information obtained or con:lusioos da1ved lion this d1ewl,1g stisll be at the user's SOI& risk u; :::, Q. :::, 1§ (/) ,-z LW "' z ~ • LW 0 ,-~ z (/) LW (9 zz :JO 0:: ---' LW 0 "':i: <( z 0:: 0 LL. .....I <3~ ON z 1- ::S (.) 0~ (!) 0 w 0:: .....I Cl.. CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 tom.storer@legoland.com tel: 858.334.8938 - OWP PROJECT NO. DATE OF ISSUE 4139 09,25.2024 REVISIONS DELTA DESCRIPTION & City & County plan check & City & County plan check ffi City & County plan check PROJECT TEAM: DATE 7101/2024 8/2912024 9/2512024 R W Apel Landscape Architects, Inc, PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS LANDSCAPE SPECIFICATIONS SHEET NO. L-707 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PREC!SE LOCATION OF PLANTING AREA "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE 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: r1-======c=====cz111~\===================================]======1=====]======r====:.it;~_:::,:::_:::,:::_:::_:;-;::::===========::::::::::::::=::::::===-;-! Moisturecontent:9.0%+/-3.0%0.D.basis. s3HE3ET 1 ... 1 CITY OF CARLSBAD I Organic matter:99.2% +/-8.0%. . PLANNING DIVISION . Ash Content: 0.6% +/-0.2%. pH: 4.8 +/-0.5. LANDSCAPE IMPROVEMENT PLANS FOR: Water holding capacity: 1,150 grams H20 LEGOLAND CALIFORNIA per 100 grams fiber. PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 I APPROVED~ d~·-,o h4/-t4 I PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DWN BY: _E___l/il-_ PROJECT NO. DRAW!NG NO. DATE INITIAL DATE INITIAL CHKD BY: BWls LPC2024-0015 547-?L OTHER APPROVAL CITY APPROVAL RVWD BY: DEV2023-0061 SHEET 33 OF 35 SHEETS B. C. 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 absorption of water and the percolation of rainfall and irrigation to the underlying soil. Stabilizing Emulsion (Binder): Ecology Control M-Binder Organic Seeding Additive, or approved equal. Shall be an organic derivative such as a gum or a semi-refined seaweed extract or other similar product. Binder shall be applied at the manufacturer's recommended rate, but shall not exceed twelve (12) gallons of water per pound of binder solids, or as specifically noted on the plans. 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 cover the areas shown on the plans. 2.07 SEED A. Packaging: each seed variety shall be supplied in individual packages proportioned for a common 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 better than the requirements of these specifications. B. Submit to the Landscape Architect a statement from the seed supplier listing the following information: C. D. (1) Seed varieties furnished. (2) Seed quantities furnished of each variety (lbs). (3) Minimum guaranteed live seed count per pound. (4) Minimum guaranteed germination rate (percentage). (5) Minimum guaranteed purity (percentage). All seeds shall have a minimum pure live seed count of eighty-five percent (85%)--or as indicated on the seed list--as verified by laboratory testing. Noxious weeds shall not exceed one-half of one percent (0.5%) for any seed variety or for the entire seed mix. E. Inert materials shall not exceed eight percent (8%) by 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 transit shall not be accepted. 1.08 BARK MULCH A. Bark mulch for use as a top cover in planting areas shall be "Forest Fines' mulch supplied by Agri Services, Oceanside, CA, tel (760) 295-6255. Other similar products may be submitted to the Landscape Architect for approval. 8. Submit both samples and product data sheets to the Landscape Architect for approval. 2.09 MATERIALS FOR EROSION CONTROL A. Erosion Control Blanket and associated product(s) shall be straw type matting, or substitute product(s) may be considered if submitted and approved by Landscape Architect. Jute matting is not allowed. Such products must conform to City/County agency requirements or standards. B. The netting component of erosion control blankets shall be biodegradable, with a maximum mesh size of l"x2" and shall be approved by the Landscape Architect. C. Wire Staples for anchoring netting and straw shall be aluminum staples, minimum 6" long, having a "U' shape, commonly called "Jute Staples"or "Sod 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 grading 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 other areas shall also be tested for suitability prior to their incorporation into the project Contractor shall coordinate with Landscape Architect for direction and approval of test sample locations. B. C. D. E. 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, drainage, 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); then mix them together into one sample. 4. Collect samples from l" to 4" below the surface. 5. Samples shall be a minimum of 1 pmt in volume (verify with testing lab), and placed in a clean, sturdy container. Soil should be dry. 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: nitrogen, phosphorus, potassium; (8) Micro-nutrients: iron, manganese, calcium; (9) Boron analysis. Test results shall include recommendations by the soil lab for soil conditioning, iertilization 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). Approval 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 millimhos/cm; above 3.0, corrective action req'd. ESP: 0-12.0; above 15.0, corrective action req'd. Nitrate: 300+ lbs/acre. Phosphorus: 25-55 lbs/acre. Potassium: 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 the sulfuric acid test. C: DRAWING FILES TITLE SHEETS CLSB-lP.DWG REVISED: 3 1 2016 F. G. H. Adverse test results & soil conditioning: After consideration of soil test results, the Landscape Architect will issue an amended soil preparation schedule which shall supersede the amendment and fertilization schedule specified in paragraph 3.06 -SOIL PREPARATION. If test results 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 amendments 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 the 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 six inches (6"). 2. After weeds germinate, 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 the plans. Do not apply a m!-emergent herbicide to areas that will be seeded as this would kill 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 satisfaction 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 Landscape Contractor shall verify with the General Contractor and/or Owner that the site will be "rough'' graded by others and what the precision of grading will be prior to bidding and again prior to landscape installation. "Rough" grades are typically delivered within plus or minus one tenth of a foot (+I -l /10') of the spot elevations and grade lines shown on the grading plans, unless noted otherwise on the drawings, the Grading Specifications, and/or in the Grading Contractor's Contract. The Landscape Contractor is responsible for verifying in what condition the site will be delivered to him. B. "Finish grading" under this section shall include grading 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") is responsible for finish grading, unless noted otherwise in the Contract. C. Finish grading shall include the 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 met the quality and testing requirements specified elsewhere in this section. D. Finish grades shall be measured after the soil has been water compacted and settled. E. F. All undulations and irregularities in the planting surfaces resulting 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. G. 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 basins, etc. Ground surfaces shall be sloped at a minimum of two percent (2%) to drain. H. Notify the Landscape Architect to observe the completed finish grades prior to planting operations. 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. Use proper precaution adjacent to existing planting. The waiting time for new planting after fumigation shall be per the recommendation of the 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. "GENERAL" soil preparation shall apply to§.!! planting areas in the project unless specifically noted otherwise on the plans. ''General" soil preparation Work includes the incorporation of organic amendments, mineral 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. C. Soil preparation of slopes: unless specified differently in the Plans or Contract, slopes 2:1 or less steep shall receive the application of the organic soil amendments specified for "general" soil conditioning above, plus all other fertilizers, minerals, gypsum, sulphur, or other in-organic soil conditioners as specified. In-organic fertilizers and conditioners may be applied in the slurry mix for slopes to be hydroseeded if appropriate and approved by the Landscape Architect. Slopes greater than 2:1 do not require the organic soil amendments specified for 'general" soil conditioning, but do require all other fertilizers, minerals, gypsum, sulphur, or other in-organic soil conditioners as specified. D. Plant pit backfill shall be conditioned, amended and fertilized for all plants at the time of planting per the rates specified herein and the detail drawings. E. The following rates of fertilizers, soil conditioners and organic amendments are for bidding purposes only. Contractor shall obtain horticulturai soil tests as specified in paragraph 3.01 -SOIL TESTING prior to amending soils and submit soil test reports to the Landscape Architect. Reports shall indicate a recommendation for soil conditioning and amendments. After review of the soil test reports, the Landscape Architect will issue final soil conditioning and amendment instructions. The Contract price will be amended as necessary if the instructions vary from that specified here. Minimum rates for bidding purposes only are as follows: 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 1000 sq ft. Soil Sulfur: 10 lbs per 1000 sq ft. Iron Sulfate: 10 lbs per 1000 sq ft Pre-Plant Fertilizer: 40 lbs of 1-10-10, or 20 lb of 6-20-20 per 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 ftat 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 F. PRIOR to application of soil conditioning materials, c operations. Clean all planting areas, removing woods, d omplete all clearing and grubbing, finish grading and weed eradication ebris and large rocks from the upper soil layer. sulphur, etc,) shall precede application of organic amendments and fertilizers if G. Application of in-organic soil conditioners (gypsum, soil tests indicate adverse salt, sodium, or Ph readings. Architect, application of the non-organic conditioners m If these tests were within an acceptable range as determined by the Landscape ay take place along with the organic amendments and fertilizers. H. Correction of excessive salt, sodium or pH factors: I. J. 1. 2. 3. 4. Its, sodium, or adverse pH readings, application of appropriate soil conditioners If initial soil tests indicated excessive soluble sa (gypsum, sulphur, lime, etc.) followed by deep w ater leaching may be necessary prior to planting, as determined by the Landscape Architect. em is operational and fine grading is complete, but prior to incorporation of Leaching shall take place after the irrigation syst fertilizers, organic soil amendments and planting non-organic conditioners specified to correct adv immediately prior to leaching. Conditioners shal the top inch of soil if possible. Use a soil penet conditioners into the soil and leaching salts. . Gypsum, sulphur, soil penetrants (surfactants) and other recommended erse soil conditions shall be applied per soils report recommendations I be evenly broadcast over the area to be treated. Scratch the conditioners into rant/surfacant, such as "SARVON" or "WATER-IN", as label directs to aid moving tion system and shall be applied in a manner so as to move the soluble salts to a Application of leach water shall be via the irriga minimum depth of 24", or per soils report recom needed to leach 70% to 80% of soluble salts to as to avoid runoff for a minimum of five (5) irrig draining soils, or may require a longer period wi percolation depth after each irrigation. Do not a mendations. As a general rule, approximately nine inches (9'? of water are a twelve inch (12") depth. Apply water via the irrigation system at a slow rate so ations over a fifteen (15) day time span. This may be speeded up for fast th shorter, repeat irrigation cycles for heavy soils. Dig soil to verify actual water llow soil to dry between waterings. After leaching, soil tests shall be taken again to test results are as follows: EC: 3.0 max. ESP: 0-12.0 pH: 6.0 • 7.5 determine if soluble salt, sodium or pH levels have been corrected. Acceptable 5. Reapplication of soil conditioners and additional tests, application of additional soil conditioners leaching may be necessary if tests are still unsatisfactory. Expense of repeat beyond that specified herein, and repeat leaching operations shall be borne by the Owner. After approval of soil test results by the Landscape Architect, and after any soil Application of organic amendments and fertilizers: conditioning and/or leaching to correct salt, sodium or shall be applied. Evenly spread the amendments overt Contractor shall notify the Landscape Architect to ap into the soil. Failure to do so may require the Contrac Landscape Architect at Contractor's expense. After app into the soil to a depth of six to eight inches (6"-8") thoroughness and completeness of the rototilling and in pH problems has been completed, organic amendments and pre-plant fertilizers he surface of all planting areas to be amended at the rates specified herein. prove the layer of materials on the soil surface prior to tilling the material tor to reapply additional conditioning materials to the satisfaction of the roval of the amendment layer, the material shall be thoroughly and evenly tilled by at least two passes of a rototiller or other approved method. The corporation of the soil conditioners/amendments shall be acceptable to the Landscape Architect. No planting shall be installed until approval of soil cond itioning has been given by the Landscape Architect. K. Post-planting fertilization: All planting areas shall be which ever is sooner) with post-plant granular fertilizer fertilized thirty (30) days after planting (or at the end of the Maintenance Period, at bag recommended rate. Fertilization shall be applied at sixty (60) day intervals thereafter. 3.07 PLANTING TREES, SHRUBS & GROUNDCOVERS A. B. C. D. Landscape Architect, planting shall not be performed during weather conditions Time of planting: Unless specifically approved by the which may adversely stress newly planted material. Pia higher than 900 or lower than 400 fahrenheit; or during nting shall not take place when the forecasted temperatures for that day are a Santa Ana wind condition. Location of plant materials: The layout of locations fo the Landscape Architect. "Spot" or stake locations of a Landscape Architect per the procedures specified in pa ARCHITECT. Contractor shall check all plant locations holes. If underground construction or utility lines are e may be selected by the Landscape Architect. r plants and outlines of groundcover and turf shall be approved on the site by Damaged plants: No plant will be accepted if the root during, or after the process of installation. Plants shal them from their container. Planting trees, shrubs and vines: 1. Planting sequence shall be as follows: II trees, shrubs and vines prior to digging planting holes for approval by the ragraph 1.07 -OBSERVA T/ON AND FIELD COORDINA T/ON WITH THE LANDSCAPE for possible interference with existing underground features prior to excavation of ncountered in the excavation of planting areas, other locations for the planting ball is broken or cracked, branches broken or leaves mutilated, either before, I not be allowed to dry out at any time. Install plants immediately after removing (1) Plant and stake all trees and specimen size (box ed) plants. (2) Plant all shrubs and vines. (3) Plant all flatted groundcovers. ding. (4) Install trees, shrubs and vines BEFORE hydrosee (5) Install trees in lawn areas BEFORE final soil bed preparation and turf installation. e vertical sides with roughened surfaces and shall be of the minimum sizes 2. Plant pit excavation: All excavated holes shall hav indicated on detailed drawings. Holes shall be, in a of roots, and shall be generally square in shape. II cases, large enough to permit handling and planting without injury or breakage 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 planting holes shall be spread on the site as directed by the Landscape Architect. /1\ DATE INITlAL DESIGNER OF WORK REVISION DESCRIPTION \ I ::·(!LEGOL:JD #,,,-, CALIFORNIA ;:: 0 120 n orange ave iii orlando, fl 32801 c; ·;: -~ 407 .644.2656 t i:: C ::, R OE www.owp.com c~o oOo ~\'IOSCAPf a. <) \.. --1,;i 0s;lf.'v ~ • AP", 0;, 0 0~~ ~cP--:.. ~ ·~ .,, ) r.>lf~ s ::c .J Sl~rmtun, ' --I * 9,'.30/2026 * Ren11w0! Data # :c ,s,,,.\. 9/'.25/'2024 "" -</~ Dot& J ~ •• J-(" o'<- Op C/'.\..\'i r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 < This {liard copy er electromc) drawing Is an mstruma1'. o' smolce end U1e property of orcur. wmslow and shall re11ain !her property. T,e design professional shaU not be 1espons ble for any alteralions, mod ncat1ons er additions made to this drawing by any party other than the design professional. Us& of this trO'Ning shall be limited to the or1~1ral Site for which Is w~s preprad arc pulJl1GatioP :heraof is axpiessly limilE!d klsutll Jsa, m-usa ormproduc~on. Unless ol'lerwise agreed in ·11n!{)g, design yofassional reseives all copyright or other property interest 1n ti s 1·awing, and itma)' not :,~m•used For any ,lMr purpose 111thou11ha des~1 prof9.sional'svflltten co1sem Publ calbn by a1y r;Jatl:cc in whole or p~ctis prohiti:ted111ithouthewritten perm1ss1oncfthe ~eslgn proless:orel. Any ,~forna:ion cbtained or eonolJslons denved from lh1$drawlng shsl ~e al 1118 usets sole isl: <( 0 z ro ::, 0.:: a Cl. a 0 N ::, "" :i! LL <3 <!) --o" I'-' .....I <( LO "' .0 z N 00 w (_) ~ 0 "' "' 0 z 0 N ... ~ z I-~ ·c ffi c_j <( (_) CJ ... ~ u .....I w C z U) 0 ~ w <!) a zz = (9 " :::iO 0.:: ~ II:....J w " wo C "' :c .....I Q_ 0 CLIENT CONTACT Tom Storer One Legoland Drive, Carlsbad, CA 92008 tom.storer@legoland.com tel: 858.334.8938 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DELTA DESCRIPTION DATE & City & County plan check 710112024 & City & County plan check 8/29/2024 Lt City & County plan check 9/25/2024 PROJECT TEAM: R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS LANDSCAPE SPECIFICATIONS SHEET NO. L-708 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING ARt:..A "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE I 534 1 II CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 I APPROVED:~ ~ ► It,, {14 f z4 I PLANNING OWN BY: RWA PROJEC ! NO. DRAWING NO. GATE INlllAL DATE INITIAL CHKD BY: RW/!, LPC2024-0015 547-7L OTHER APPROVAL CITY APPROVAL RVWD BY: DEV2023-0061 SHEET 34 OF 35 SHEETS E. F. 5. Soil preparation: Planting beds and plant pit backfill shall prepared with the soil conditioners, amendments and fertilizers as specified in paragraph 3.06 -SOIL PREPARATION. 6. Water plant pits: Prior to setting plants in holes, fill each hole to top with water and allow to drain. 7. Position the plant in the center of the hole and set plumb. Unless noted otherwise, all plants shall be set at such a depth that after settling, they bear the same relationship to the surrounding finish grade as they bore to the soil line in the container. 8. Backfill: After positioning the plant, the backfill material shall be carefully tamped and settled around the rootball to fill all voids. 9. Planting tablets shall be placed at mid-depth in each planting hole per the rates specified in paragraph 3.06 • SOIL PREPARATION. 10. Construct watering basins around all plants not within lawn areas. Size of basins shall be 1-1 /2 times 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 create an excavation). Water plants thoroughly to the full depth of each planting hole immediately after planting. 11. Staking: All trees, 15 gallon and larger, shall be staked per the drawing details. Existing nursery stakes shall be removed. Staking and guying shall be accomplished in such a manner as to insure the proper and healthy growth and safety of the plants, property, and the public. Stakes shall be driven into the ground outside of the rootball taking care not to damage the rootball. Position at least one stake on the windward side of trees. Drive stakes plumb and secure. Tree ties shal! be fastened to each tree and stake by looping figure 8's with the inside diameter of the tie at 2 or 3 times the diameter of the tree (see detailed drawings). 12. Guying: Install guy wires in lieu of 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 prolection: All trees planted in lawn areas shall have plastic string trimmer ("weed whacker") protection devices installed around the base of the tree. "TRIM GUARD" by V.I. T. Products, San Diego, CA (619) 613-1160, 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 vines. Contractor shall notify the Landscape Architect of any unsatisfactory drainage condition prior to installing 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 included in the Contract 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, form and/or size characteristrcs. Pruning may include thinning, topping, "lacing" and/or cutting and shall be performed only under the direction of the Landscape Architect. Contractor shall be held liable for replacement of plants or trees pruned without prior approval and direction from the Landscape Architect. Planting palm trees: 1. See Part 2 -PRODUCTS & MATERIALS for palm tree material requirements. 2. Palm skinning: The following palm tree species shall be skinned full height prior to planting, unless noted otherwise on the planting details, legends or notes: Washingtonia robusta, W. fiiifera, Phoenix canariensis, P. dactylifera. 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 property 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 of 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 palms, sterilize the cutting tool after each tree to prevent the spread of pink rot. Apply post-planting preventative treatments under the direction of a plant pathologist during the Maintenance Period and Guarantee Period. See paragraph lflJ. PROTECTION, GUARANTEES AND REPLACEMENTS for palms. Planting groundcovers from flats: 1. 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 thoroughly tilled into the soil. Fine grade, float smooth and pre-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 the plans. 3. Plant groundcovers where indicated on the drawings. Plant in a "triangular" spacing pattern with staggered rows at the intervals called out on the plans. Groundcover shall extend underneath the canopy of trees and shrubs even if not graphically shown on the plans. 4. Place one 5-gram planting tablet in 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 in 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. Pre-plant watering: The irrigation system shall be in place, operational and approved by the Landscape Architect prior 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"). C. Solid sodding turf grass: 1. Time of installation: Sodding shall be performed only during the time of day and during seasons when satisfactory results can be expected. Only when authorized in writing by the Landscape Architect may sodding be done during unfavorable weather or seasons. 2. Preparation: After the preparation of the soil, and after the grading and the deep watering specified herein, the 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 Architect, with the finish subgrade left smooth and even, free of ridges and depressions, reasonably well firmed and 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, the sod shall be irrigated lightly with a spray mist. Irrigation shall occur within 1 hour after the sad has been exposed to direct sunlight and/or wind. 5. Role: The sod sball immediately be pressed firmly into contact with the soil using a light weight 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 surface of the sodded areas. 6. Top-dress: Following 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 sod even. C; \DRAWING FILES\TITLE SHEETS\CLSB-IP.DWG REVISED. 3;1;2016 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 during warm whether. At no time after planting shall the sod be allowed to dry out. Once the sod has rooted, a standard irrigation schedule may be implemented, adapted to the variations in soil type and climatic conditions. D. Seeding turf grass: E. F. 1. Turf types: Install the following "cool season" turf grass types by seed--bluegrass, perennial ryegrass, annual ryegrass, tall fescue, red fescue, hard fescue, creeping bentgrass. 2. Time of installation: Seeding shall be performed only during the 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 installation 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 specified herein, the areas to be seeded shall be ·aked, 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 distributed 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 with 1/8" to 3/16" deep layer of Kellogg's Topper or Nitrohumus. After topdressing, spray the 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 hydroseeding in 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 immediately after seeding, and on a schedule thereafter to ensure constant soil moisture until seeds are fully germinated and rooting. Several irrigations per day may be necessary during warm or windy whether. At no time after planting shall the seed bed be allowed to dry out. Once the seeds have rooted, a standard irrigation schedule may be implemented, adapted ta the variations in soil type and climatic conditions. 8. Reseeding: Reseed as necessary to insure a solid, uniform stand of turf. Stolenizing turf grass. l. Turf types: The following turf grass types may be installed by stolenizing--Bermudagrass (and its hybrid varieties), Zoysia 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 turf .. generally during the months 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 conditions, stolens shall be planted in the early morning or late afternoon. 3. Stolen material: Fresh sod of 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 harvesting the sod at the growing 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 irrigated to insure soil moisture to a depth of eight inches (8"), continuously, for a minimum period of three weeks. At no time after planting shall stolens be allowed to dry out Once the stolens have rooted, a standard irrigation schedule may be implemented, adapted to the variations in soil type and climatic conditions. 6. Restolenizing: Replant stolens as necessary to insure a solid, uniform stand of turf. Plugging turf grass: 1. Turf types: The following turf grass types may be installed by plugging--St. Augustine. 2. Time of installation: Plugs shall be installed only when the whether is sufiiciently warm to guarantee quick establishment of a healthy and solid stand of turf--generally during the months of April thru July. The sod shall have broken dormancy prior to plugging. The Landscape Architect shall 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 the site by an approved 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 of 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 planting shall the bed be allowed to dry 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 turf. G. Mowing: During turf establishment (the first ninety (90) days after planting) maintain cool season turf types (bluegrass, fescue, ryegrass) at two inches (2") height. Maintain warm-season types (bermudagrass, zoysiagrass, St. Augustine) at one inch (1") height After 90 days, or after turf is well establisl1ed, maintain cool season types at one and one-half inch (1 1 /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 turf blade should be removed in any one mowing. H. Post-installation fertiliza!ion: At thirty (30) days, sixty (60) days, and ninety (90) days after installation, apply a high nitrogen fertilizer such as Ammonium Sulfate (@ 5 lbs per 1,000 s.f.), Urea (@ 3 lbs per 1,000 s.f.), or Calcium Nitrate (@ 4 lbs per 1,000 s.f.). 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 by hand removal and mowing. Do not apply herbicides for the first year. 3.09 MULCHING A. Bark mulch shall be applied to ALL planting areas, including slopes, except as follows: (1) where specifically noted as excluded on the plans, (2) seeded areos, (4) lawns, (5) bottoms of bioretention basins and swales, unless required by civil engineer's drawings and specifications. 8. 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 shall receive a 3' deep layer of bark mulch within the confines of the watering basin, even if not required in surrounding planting area. 3.10 HYDROSEEDING A. The Work of this Section applies to hydroseeding of ornamental, temporary, and other non-native seed mixes. If a part of this project, see the separate NATIVE RESTORATION SPECIFICATIONS for seeding of native revegetation seed mixes in the restoration areas shown on the plans. B. C. D. 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. Prior lo hydroseeding, complete soil testing, soil conditioning, finish grading, irrigation system installation, and planting of container grown plant materials. Obtain approval of these operations from Landscape Architect prior to hydroseeding, Irrigate to field capacity immediately before hydroseeding. Ensure a wetted soil depth to at least twelve inches (12"). E. F. Seed Pre-treatment and Scarification: Seeds of certain speeies require special pre-treatment prior to hydroseeding or planting in order to promote germination. Pre-treatment procedures shall be completed just prior to preparation of hydromulch mixture or dry planting. Seeds of species requiring pre-treatment and procedures are indicated on the seed lists. Hydroseeding Operations: 1. Hydroseeding operations shall be performed by competently trained individuals employed by a qualified hydroseeding company in accordance with the best standards and practices related to the trade and under the continuous supervision of a competent foreman capable of interpreting the plans and specifications. 2. Contractor shall ensure even application of hydroseed materials by measuring the land area to be treated and dividing 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 the drawings and in PART 2 • PRODUCTS & MATERIALS of this section. When hydraulically sprayed on the soil surface, the hydromulch shall form a blotter-like groundcaver impregnated uniformly with seed and fertilizer and shall allow the absorption of morsture and rainfall to percolate to the underlying soil. 4. Preparation: The slurry preparation shall take place at the 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, fuil recirculation shall be established. Seed shall then be added to the tank, followed by fertilizer, then by mulch. The mulch shall only be added to the mixture after the tank is at least one-third (1 /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 the emulsion, but shall not exceed (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 guide. The slurry shall be 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 not been applied within two (2) hours after mixing will be rejected and removed from the project and disposed of at the Contractor's expense. 7. Daily worksheets must be filled out by the nozzleman. One copy shall be submitted to the Landscape Architect. The following information shall be recorded: a. Seed type and amount. b. Fertilization analysis (N•P·K) and amount. e. Mulch type and amount. d. Stabilizing emulsion type and amount. e. Number of loads, amount of water. f. Area covered (acres). g. Equipment used, its capacity, license number if 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 restricted areas shall be cleaned up at 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 to 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 system 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 slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will 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, which 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 capacity fiberglass tank with complete mechanical agitation. The pump volume shall be 10 gallons per minute while operating at a pressure of 100 pounds per square inch. Distribution lines shall be large enough to carry the volume of water necessary for even chemical distribution. The spray 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 FOR EROSION CONTROL A. Apply straw mulch for erosion control purposes where noted or indicated on the plans. B. Apply straw mulch after seed application. C. Spread straw at the rate of two (2) tons per acre (80 bales of 50 lbs each), or two (2) bales per 1,000 square feet. D. Spread straw uniformly by hand to a depth of two inches (2"), or use a mechanical straw blower. E. Straw applied to slopes over 1:4 shall be anchored to the ground with approved plastic netting with a mesh size of 1'~2" 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 burying it in a continuous trench eight inches (8") deep minimum. Hold the netting in place over the entire surface of the slope with minimum six inch (6") long wire jute staples driven perpendicular into the slope spaced five foot (5') on center. Staple overlapped areas at one foot (1 ') intervals. 3.12 This section not used. 3.13 This section not used. END OF SECTION a. ~ :c •• 120 n orange ave orlando, fl 32801 407.644.2656 t www.owp.com r-w-Apel landscape architects inc, 571 Hygeia Avenue, Vnit R Encinitas, CA 92024 (760) 943-0760 CA license #2825 © This (hard OOf1f or electronic) dra.-iing is an ins1rurrentcfserv1ce and Ille propert/ of crcutt wl1;;IOII' and shall r€ma1n lhsir prope, ly Tbf design professional shall not ba responsible !CK any alterations, rrcOini;abons or additions made to th1e d1awing by an~ partvclhar \nan tllG des'go p1ofess101a: Use oft1-s drawing thall be imlt9d t-o t19 011gmal tile for which 1s was prGpared and pubhca,on thereof 1s expresslj' limited to SJ~h ~se. re-use or r€producao11 Unles~ nlhefVlllse a,;reed in writing, design pro:€ssional ressrves all copyrigh'. or olller property interest ,n tis drawing, and itmav r.ctbe re-used for anyo!her Jl'Jrpooo without Ille design prolesSionalswringi oonsent. P~o,lcaoon ll'f ar~ metllod in whole or part ·s proh1blll:!dw11ho~1 tliewrlten psrmiss.,on of Iha desi~n prot'essmnal Any inklrmatim obtained or conclusions deril<ed from this d1awmg s~all be at the usef's sole nsk. u:i ::i Cl. ::, ~ co i ::;; z g . UJ u .... ;;;; z"' UJ co zz :J 0 ffi 5 ::;; :r: <( z 0::: 0 LL _J <C L() (.) N Cl~ z 1- <C u _J w 0 --, (!) 0 w 0::: _J a.. CLIENT CONTACT Tom Storer One Legoland Dnve, Carlsbad, CA 92008 tom.storer@legoland.com tel: 858.334.8938 OWP PROJECT NO. DATE OF ISSUE 4139 09.25.2024 REVISIONS DELTA DESCRIPTION & City & County plan check & City & County plan check Lt, City & County plan check PROJECT TEAM: DATE 7101/2024 8/2912024 9125/2024 R W Apel Landscape Architects, Inc. PROJECT PHASE 100% CONSTRUCTION DOCUMENTS SHEET CONTENTS LANDSCAPE SPECIFICATIONS SHEET NO. L-709 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION Or PLANTING AREA "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE l----+--+- 11 _\-----------+---+-----t--,,--------1 I S3HE5ET 11 CITY OF CARLSBAD I _ PLANNING DIVISION ~L=A:::ND::::S::::C:::AP_;;:::E=:;IM:::P:::R:::O:::VE:;:::M;;E:::NT;::::;P:::L=A:::N;:S=F::::O:::R:::::=======; LEGOLAND CALIFORNIA PROJECT 2025 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 1----+---+---------------t---t-----i!----t---t I APPROVED~ 4~ _PLANNING DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVfo.L OWN BY: RWA CHKD BY: RWA RVWD BY: PROJECT NO. LPC2024-0015 DEV2023-0061 DRAWING NO. 547-7L SHEET 35 OF 35 SHEETS