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HomeMy WebLinkAboutDWG 543-2L; SDP 2023-0003; LEGOLAND FUN TOWN STAGE RENOVATION; 01-23Landscape Improvement Plans for DRAWING INDEX LEGOLAND Fun Town Stage Renovation SHEET TITLE SHT. NO. TITLE SHEET 1 - RECYCLW WATER SYSTEM TITLE SHEET 2 INNER PARK RECYCLED WATER USE MAP 3 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 6 703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSIST[NT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. RICHARD w.~ DA TE SIGNED PHONE NO: ( 760 ) ~9~4=3_-=0~76=0~----- REG!STRA TION NO: 2825 EXP/RATION DA TE: 9/30/2024 ~~~------- 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 REGULATION S AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMP EMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY: RICHARD W. APE DAT£ SIGNED SIGNED UNDER PENAL TY OF PERJURY PHONE NO: ( 760 ) ~9~4~3_-~0~7~6~0 _____ _ REGISTRATION NO: 2825 EXP/RATION DA TE: ~9~/~3~0~/~2=0=2~4 ____ _ BACKFLOW PREVENTER TESTING: ALL IRRIGATION BACKFLOW PREVEN TERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CO NTRACT BACKFLOW TESTERS CAN BE FOUND BY CALLING (442) 339-2362. INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR THE LANDSCAPE ARCHITECT OF WORK'S DESIGNATED AGEN T. REFER TO THE SPECIFICATIONS FOR TH E 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. E-MAIL THE FORM TO: bp@dugmoredesignstudio.com. TO MAKE A REQUE ST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY, CALL (760) 436-7327. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. ADDITIONAL NOTES: /. A SEPARA T[ CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRR/GA TION ONLY. 2. ALL PROJECT S/GNAGE AND MONUMENTS SHALL REQUIRE A SEPARA T£ PERMIT UNDER THE CITY OF CARLSBAD S/GNAGE REVIEW PROCESS. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE INSPECTIONS DURING CONSTRUCTION WITH THE APPROPR/A T£ INSPECTOR. CON TACT THE FOLLOWING TO SCHEDULE INSPECTIONS: THE PROJECT LANDSCAPE ARCHITECT (FOR PLANTING AND /RR/GA TION INSPECTIONS): RICHARD W. APEL, TELEPHONE: (760) 943-0760. EMAIL: RICHARD.APEL@RWAPEL.COM CARLSBAD MUNICIPAL WATER DISTRIC T (FOR IRR/GA TION INSPECTIONS): TELEPHONE: (442) 339-2362, CROSS CONNECTION DIVISION. EMAIL: WATER@CARLSBADCA.GOV C:\ DR.A.W;NG FILES\TITLE SHEETS\XXXX DWG 7/20/2079 1 I ----·-· --------- --- DI RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Expiration Dnte· CITY OF OCEANSI DE PROJECT RECYCLED WATER USE MAP 4 - - ----- HYDROZONE DIAGRAM & WATER USE CAL CS 5 -- /RR/GA T/ON LEGEND & NOTES 6 -- /RR/GA TION PLAN 7 -- EXISTING SYSTEM AS-BUILT IRR/GA TION PLAN 8 EXISTING SYSTEM AS-BUILT /RR/GA TION LEGEND 9 IRR/GA TION DETAILS 10-12 ' - - /RR/GA TION SPECIF/CATIONS 13-16 EXISTING PLANTING DEMOLITION PLAN 17 PLANTING LEGEND & NOTES 18 ------- PLANTING PLAN 19 --------- PLANTING DETAILS 20 PLANTING SPECIF/CATIONS I 21-23 TOTAL SHEETS 23 RELATED DOCUMENTS 1. SOP 2023-0003 / CDP 2023-0003 (DEV2023-0013), MINOR SITE DEVELOPMENT PLAN/MINOR COASTAL DEVELOPMENT PERMIT, LEGOLAND CALIFORNIA RESORT FUN TOWN STAGE RENOVATION. 2. FOR PRECISE GRADING PLANS, ARCHITECTURAL AND HARDSCAPE CONSTRUCTION DOCUMENTS, REFER TO ARCHITECT'S BUILDING PERMIT DRAWINGS TITLED "LEGOLAND FUN TOWN STAGE", BY SGPA ARCHITECTURE AND PLANNING. CITY OF VISTA 4/1.3//CU:3 ht CITY &: COUIH Y n;..:1 CHECf.. NOT TO SCALE LEGOLAND SITE LO CATION ~ '-,, -/ ________ ___,,~,.J '--i ' - ~-=~::::-' • -___ - \,;,. ' . :Cj ,,--~, CITY OF I T\1fl 1 p L , ;.y I ., ------- -----------+---+--- - -----+- - ---- --------- --- ------t--~ - ----·-------!---- + OF MARC OS f-----------· ··-·······---+-------------------i i----- - '-: t\ / / / (_,i / ·./ L / - ------------- ------ LC1CA T/1)/\/ or F'LAl'JT//\JG .AF)[A . RCE __ _ RE ·/IE\./ED B,, - -· ------LANlJ:oCAPE IMPROVEMENT PLANS FOR LEGOLAND -------1-----1 FUN TOWN STAGE RENOVATION 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 TITLE SHEET ------, I ·-·,rQ, ::f··A~·--"~ Cffzok~ · 1 ~---' ~P_•·_A_r<_1_1_,JI __ : ------~- -_______ _ - ---- - -------l - --+-----1-------[JWl·I 8 Y: PR(\JECT I IC1. LPC 2023-0011 SOP 2023 0003 I c;4·3~2IL~ DATE it-llTll,L DESIGNER OF WORK PEv1::1,x1 DE'3C RIPTI011 0,4 TE l~·IITIAL OTHEP APPROVAL CITY /\PP RCJ\/J>L rHl,D l3 '(-_____ _ PVWD BY: - GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL 8[ DON[ IN ACCORDANCE WITH TH[ CARLSBAD MUNICIPAL WATER DISTRICT'S RUL ES ANO REGUL ATIONS. 2. DRIN KING WA T[ R FOUNTAINS ANO O[S/GNA T[ O OUTDOOR [A TIN G AREAS SHALL BE PR OTECTED AGAINS T CONTACT WITH RECYCLED WATER SPRA Y, MIST OR MISTING. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO [LIM/NA TE OR CONTROL TO TH[ BES T EXTENT POSS/BL[ PONDING, RUN-OFF, OV[R-SPRA Y, ANO MISTING. 4. HOS[ BIBS AR[ STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WA T[R LINES ANO POTABLE WATER LINES AR[ STRICTL Y PROHIBITED. 6. NO SUBSTITUTI ON OF PIP[ MA T[R/ALS WILL B[ ALLOWED WITHOU T PRIOR APPROVAL OF THE CITY OF CA RLSBAD MUNICIPAL WA T[R DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAP[ PER CARLSBAD MUNICIPAL WATER DI STRIC T'S RULES ANO REGULA TION S. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10: OD P.M . TO 6: 00 A.M. TH[ HOURS FOR /RR/GA TION WITH DISINFECTED TERTIARY RECYCLED WATER MAY 8[ MODIFIED BY TH[ LOCAL AUTHORITY /RR/GA TION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WA T[ R SHALL 8 [ UNDER THE SUPER VISION OF TH [ DESIGNATED USER SUPERVISOR. /RR/GA TJON WITH WA T[R OF A LESSER QUALITY THAN D/S/NF[CTEO TERTIARY REC YCLED WATER SHALL B[ BETWEEN TH[ HOU RS OF 10.· 00 P.M. TO 6: 00 A.M. 9. BURIAL OF ALL WIRING ANO PIPING SHALL MEET CARLSBAD MUNICIPAL WA T[ R DISTRICT RULES ANO REGULA TIONS. 10. NON-DESIGNATED US[ AREAS SHALL 8[ PROTECTED FROM CONTA CT WITH RECYCLED WA TER, WHETHER BY WINO BLOWN SPRA Y OR BY DIRECT APPL/CATION THROU GH /RR/GA TION OR OTHER US[. LACK OF PRO TECTION, WHETHER BY DESIGN, CONSTRUCT/ON PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. /RR/GA TJON HEAD S SHALL B[ R[LOCA T[O OR ADJUSTED TO MINIMIZE OR ELIM/NA TE OVER- SPRA YING ON SIDE WALKS, STR EETS ANO NON-O[SIGNA TED US[ AREAS. 12. RECYCLED WATER QUICK COUPLING VA LVES SHALL BE OF A TYPE DESIGNED FOR TH E USE ON RECYCLED WA T[R DISTRIBUTI ON SYSTEMS PER CARLSBAD MUNICIPAL WA T[R DISTRICT'S RULES AND REGULA T/ONS. 13. ON R[CYCL [O WA T[R SYS TEM S, ALL APPURTENANCES (SPRINKLER HEADS, VAL V[ BOXES, ETC.) SHALL 8[ COLOR-COOED PURPLE PER AWWA GUIDELINES ANO SECTION 116815 OF TH[ CALIFORNIA HEAL TH ANO SAFETY CODE. 14. ALL /R R/GA TION PIP[ SHALL 8[ STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WA TER ", COLOR-CODED (PURPLE) ANO LAID WITH WARNI NG TA P[ AND STENCILING ORIENTED TOWARD TH[ TOP OF TH[ TRENCH PER TH[ CARLSBAD MUNICIPAL WA T[ R DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SI T[ SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER ANO SEWER LINES SHOULD BE PL ACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY TH[ PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CON STANT PRESSURE RECYCLED WA TER LINES SHALL CR OSS AT LEAST TWELVE INCHES BEL OW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. RECY CL ED WAT ER SYSTE M (PRIVATE) LEGOLAND Fun Town Stage Renovation 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 SIGNAGE NOTES TH[ FOLLOWING GU/O [L/N[S FOR TH[ US[ OF RECYCLED WA T[R AR[ TO 8 [ P[RMAN[NTL Y POSTED INSIDE TH[ DOOR OF EACH CONTROLLER WHERE THEY ARE [AS/LY VIS/BL[. PLACE ON 8-1/2" X 11" SIZED SIGN. COL OR: PURPLE BACKGROUND WITH BL ACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER US[ A. /RR/GA TE BETWEEN THE HOURS OF 70: 00 P.M. AND 6: 00 A.M. ONL Y. WATERING OUTSIDE THIS TI M[ FR AME MUST BE DON[ MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYS TEM SHALL AT ANY TIM[ 8[ LEFT UNA TT[NO[O DURING US[ OUTSIDE TH[ NORMAL SCHEDULE 8. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, ANO PONDING. THE APPL/CATION RA TE SHALL NOT EXCEED THE INFILTRATI ON RA TE OF TH[ SOIL. TIMERS MUST 8 [ ADJU STED SO AS TO BE COMPA TIBL[ WITH TH[ LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY 8[ FACILITATED BY TH[ EFFICIENT SCHEDULING OF THE AU TOMA TIC CONTROL CLOCKS, (IE, EMPLOYING THE R[PEA T FUNC TION TO BREAK UP TH E TOTAL /RR/GA TION TIM[ INTO CYCLES THAT WI LL PROMOTE MAXIM UM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO EL/MINA TE OV[RSPRA Y ONTO AREAS NOT UNDER TH[ CONTROL OF TH[ CUSTOMER. FOR EXAMPL E, POOL DECKS, PRIVATE PATIOS ANO LOTS, ANO STREETS ANO SIDE WALKS. D. MONITOR AND MAINTAIN THE SYSTEM TO MINI MIZE EQUIPMENT AND MA TERI AL FAILURE. BROKEN SPRINKL ER HEADS, LEAK S, UNRELIABLE VALVES, ETC., SHOULD 8 [ REPAIRED AS SOON AS THEY BECOME APPARENT. [ THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR [DUCA TING EACH EMPLOY[[ ANO ALL MAIN TENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING TH[ PRESENCE OF RECYCLED WATER. MAIN TENANCE PERSONNEL MUST 8[ INFORMED THAT WATER JS FOR IRRIGATION PURPOSES ONLY ANO JS NOT APPROVED FOR DRINKING OR FOR HANO ANO TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES ANO MOO/FICA TI ONS TO ANY PR/VA TE ON -SIT[ FACILITIES. SUCH CHANGES MUST 8[ SUBMITTED TO, ANO APPROVED BY, TH[ DISTRICT [NGJN[[RJNG OFFICE ANO DESIGNED IN ACCORDA NCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED WA T[R SPRINKLER CON TROL VAL V[S SH ALL 8[ TAGGED WITH /D[NTIFICA TI ON TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4 ", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ON[ SID[, ANO "AV/SO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRIN TIN G SHALL BE PERMANENT • f ' I t I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I • I I I I I I I , I~/ _. I t '~ •• I I I I I I I I ' I I I I I I I I I I I I I I I I I ! I ! I I I ( I / ., ·---,-.-- \ -- --:..01=~~J . '-~\ I I ·•., • -;~-:-;=c~J,1r x ;,x;<XJ<XJ/ ~JA""" 1lXJ<X:<X:><XJ N PROJECT LOCATION ---.., I m \ 0 \ i5 APN 7 ~ \211 -1 00-09 , ifi ~LEGOLAND'~ g I , L--~ PALOMAR AIRPORT ROAD VICINITY MAP LEGEND *SEE SHEET 3 POTABLE WA T[R METER * REC YCLED WA TER METER* BACKFLOW PREVENTION DEVICE* (INSTALL PER CMWD) -W-POTABLE DOMESTI C WA T[R LI N[ -FW-POTABLE FIRE SERVI CE LIN[ -RW~ RECYCLED WATER LIN[ (CMWD) -RC -REC YCLED WATER /RR/GA TI ON MAINLINE "00 NOT DRINK" SIGN * IRRIGATION DRAWING INDEX SHEET TITLE SH T. No. RECYCLED WATER SYSTEM TITLE SHEET 2 INNER PARK R[CYCL[D WA TER US[ MAP 3 -. --' PROJECT RECYCLED WATER USE MAP 4 ' HYDROZONE DIAGRAM & WATER US[ CAL CS 5 /RR/GA TJON L[G[NO & NOT[S (N[ W WORK) 6 !RR/GA T/ON PLAN 7 EXISTING SYSTEM AS-BUILT /RR/GA TION PLAN 8 EXISTING SYSTEM AS-BUILT /RR/GA TION L[G[ND 9 /RR/GA TJON DETAILS 10-12 /RR/GA TION SPECIF/CATIONS 13-16 TOTAL NUMBER OF SH[[TS 15 \ \ 0 0 I (f,) s 0::: _J I (") N 0 N I w 0 17. IF A CONS TANT PRESSURE RECYCLED WA T[R LINE MUST BE INSTALLED ABOVE A PO TABLE WATER LIN[ OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LIN[, THEN THE RECYCLED WATER LINE SHA LL BE IN STALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER TH[ CA RLSBAD MUNICIPA L WATER DISTRICT'S RULES ANO REGULATIONS. AND BLACK IN COLOR. US[ TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQU AL. B. ONE TAG SHALL BE A TTACH[D TO EA CH VAL VE AS FOLLOWS: PROJECT MAP NOTE: ROU TING OF WATER LINES SHOWN HERE IS DIAGRAMMATIC FOR GRAPHIC CLARI TY, NO T TO SC ALE. NOT TO SCALE El) RECYCLED WA T[R US[ AR [ A OUTDOOR [ A TING AREA (PRO TECTED AGAINST CONTACT WITH RECYCLED WATER) A SEPARATE CITY REVI EW AND APPROVAL IS REQU IRED FOR ANY PO RTI ONS OF TH ESE PLANS REQUIRIN G A BUI LD ING PERMIT. CITY APPROVAL OF THESE PL ANS IS FOR LAND SC APE PLANTING 18. TH[ REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIP AL WATER DISTRICT ANO TH[ SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 19. TH[ REQUIR ED CROSS-CONNECTION INSPECTION SHALL 8[ DON[ BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT ANO/OR TH[ SAN DIEGO COUN TY DEPARTMENT OF ENVIRONM EN TAL HEA LTH. COPIES OF INSPECTION REPORTS WIL L B[ FOR WARDED TO TH[ NON -INSPECTING PARTY. 20. THE DESIGN ANO LOCA TIONS PROPOSED FOR RECYCLED WA T[R "DO NO T DRINK" SI GN SHALL 8[ CALLEO OUT ON TH [ PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVI SOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUA L SHALL 8[ FAMILI AR WITH PLUMBING SYS TEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, TH[ RECYCLED PUR[YOR 'S RULES ANO REGULATIONS ANO THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE O[S/GNA TION, WITH CONTACT PHONE NUMBERS SHALL BE PRO VIDED TO TH[ CARLSBA D MUN ICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTAC T CHRISTOPHER BRUCHEZ, L[GOLANO LANDSCAPE MANAGER, AT TELEPHONE (760) 918-5300 x 760 (OFFICE), OR AFTER HOURS AT TELEPHONE (760) 846-0839 (MOBIL [ ) 22. ALL PUBLIC ANO PR/VA T[ POTAB LE WATER MAINS IN CLUDING FIR[ MAINS ANO ANY WA T[R WEL LS AND WA T[R COURSES WITHIN TH[ RECYCLED WATER PROJECT SHALL BE SHOWN ON TH[ PLANS. 23. CALL OUT ON THE PLAN S IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGN ATED OU TDO OR [A TING AREA S ON THE SIT[. 24. A PHYSICAL S[PARA TION SHALL BE PROVIDED BETWEEN ADJACENT AREAS !RR/GA TED WITH RECYCLED WATER AND POTABLE WA TER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPRO VED METHODS. 25. ALL /RR/GA TION BACKFL OW PR[VENT[RS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO TH [ CITY AND THE CARLSBAD MUNICIPA L WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLO W PREVENTER SHALL 8[ "SCHEDULE K HARO COPPER". APPR OVED CONTR ACT BA CKFLOW TES TERS CAN BE FOUND BY CALLING ( 442) 339-2362. BACKROUND 1" BLACK LETTERS 1. ATTA CH TO VAL VE STEM DIR[CTL Y OR WITH PLASTIC TIE - WRAP OR 2. ATTACH TO SOLENOID WIRE 0/R[CTL Y OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VA L V[ COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL Bf IDENTIFIED AS RECYCLED WA T[R SPRINKLER HEADS. G. EACH AUTOMATIC CONTROLLER AND ITS ASSOC/A TED EQ UIPMENT SHALL 8[ /O[NT/Fl[D WITH A SIGN BEARING TH[ WORDS "REC YCLED WA T[R USED FOR IRRIGATION" IN ENGLI SH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BA CKROUND. TH[ SIGN SHALL B[ PLACED SO THAT IT CAN B[ R[ADJL Y SEEN BY ANY OPERATIONS PERSONN EL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE · ' AM TH[ LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I I HEREB Y DECLARE THAT I HA VE [ X[RC/S[O RESPONS/8 SECTION 6703 OF TH[ BUS CONSISTENT WITH CURRENT L[ CHARGE OVER TH[ DESIGN OF THIS PR OJECT AS DEFINED IN /NESS ANO PROFESSIONS COO[ AND THA T THE DESIGN IS STANDARDS. CHECK OF PROJECT DRAWINGS AND SPECIF/CA TIONS BY THE N Ol[GO COUNTY DEP ARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED I UNDERSTAND THAT THE CITY OF CARLSBA D AND SA TO A REVIEW ONLY ANO DO MY R[SPONSJBJL/Tl[S FOR P [S NOT RELIEVE ME, AS THE LANDSCAPE ARCHITEC T OF WORK, OF ROJ[CT DESIGN THESE PLANS HA V[ BEEN P LANSCAP[ CONCEPT PLAN, CONDITIONS OF APPROVAL R[PAR[O IN SUBSTA NTI AL CONFORMANCE WITH TH[ APPROVED WA T[R CONSERVATION PLAN, FIR[ PROTECTI ON PLAN, AND ALL REL ATED TO LANDSCA PING. FIRM NAM[ & ADDRESS: (hJ.a,J DATE: 9'/tq;>.tJ~3 RICHARD W. APEL, R. W. AP EL LAN DSCAPE ARCHITECTS, INC. 571-B HYGEIA AVENUE, LEUCADIA, CA 92024 PHON E NO: ( 760 ) 943-0760 REGJSTRA TI ON NO: 2825 EXP/RATI ON DA TE: 9 i'.30 i'.2024 r BLACK LOGO /PURPLE I 36" ; In Order to Conse rve Wa ter ... r-w-Apel DIGA ·~RT (N.T.S.) la ndscape a rchitects , ----. ----- WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLAN S CONTAINED IN THE CITY OF CARLSBAD'S LANDSC APE MANUAL & WATE R EFFICIENT LANDSC APE REGULATIONS. I HAVE PR EPARED TH IS PLAN IN COMPLIANCE WITH TH OSE REGU LATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THA T THE PLAN IM PLEMENTS THOSE RE GULATIONS TO PROVIDE EFFICIENT US E OF WATER . BY: RICHARD W. APEL DATE: PHONE NO: ( 760) _9~4~3_-~0_7_6_0 _ ____ _ REGISTRATION NO: 2825 [XPIRA TJON DA TE: 9/30/2024 -~~------ - INSPECTION PROCEDURES 1 . DISTRIC T CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED S[ PARA TION BETWEEN POTABLE ANO RECYCLED WATER LINES (HOR/ZONTALL Y AND VERT/CALLY). B. PIPE IDENTIFICATION. C. SLEEVING AT CROSSINGS. D. APPROPRIA TE MATERIALS AND MAR KINGS, INCLUDING PROPER QUI CK COUPLERS. AN APPROVAL LETTER REGARDING TH[ INSPECTION OF TH [ PROJECT SHALL BE OBTAINED FROM TH [ CITY AND THE DISTRICT, AND BE FORWARDED TO TH[ COUNTY HEAL TH DEPARTMEN T PRIOR TO FINAL IN SPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: PROJECT A. SIGNA GE INSTALL ED PER PLAN. LOCATION B CONTROLLER STICKERS. c. TAGGING OF VAL V[S. D. COVERAGE TEST AFTER COMPL ETION OF TH[ SPRINKL ER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCL ED WA T[R US[ . [. ALL ASPECTS OF TH[ /RR/GA TION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF AL L RESID ENTIAL AREAS. G. REQUIRED PROTECT/ON OF WELLS, STREAM S, RESER VOIRS, ETC. H. CROSS-CONN ECTION TEST IF REQUIRED. /. COLOR CODED, LAMINA TEO CHARTS INS/Of EACH CONTROLLER. 3. ANNUA L INSPECTION SHALL INCLU DE: A COMPLETE INSPECTION THAT WILL COVER A-/ OF THE DISTRICT FINAL RECYCLED WATER inc. TM DIAL TOLL FREE INSPECTION. 12" X 36" SIZE WAR NI NG RECYCLED WATE R DO NOT DRINK SH HANDS AFTE R CONTACTING LAVESE US MANOS DESPUES DE USAR 1" BLACK LE TTERS 2" BLACK LE TTERS .032 ALUMINUM , .060 ABS PLASTIC OR STICK-ON VINYL SIGNS r.;'\ TYPICAL SIGNS \Vf------ C: \ DRAWING FILES\TITLE SHEETS\RECYCLED WA TER TI TLE SH EET.DWG 7/20/2019 DO NOT DRINK IN USE NO TOME EL AGUA WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 18" X 18" SI ZE .032 ALU MINUM, .060 AB S PLASTIC OR STICK-ON VIN YL SIGNS ~ J 1 • 800 • 422 -4133 57 1 Hygeia Avenue, Unit B AT LEAST TWO DAYS REVISIONS MUST Bf APPROVED BY PUBLIC HEAL TH ENGINEER, \ BEFORE YOU DIG Encinitas, CA 92024 CITY [NG/NEER AND DISTRICT ENGINEER PRIOR TO (760) 943-0760 IMPLEMENTATIO N IN FIELD. CA license #2825 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ---==-- . ,00SCApl"~ C ARLSBl\D MUN ICIPAi .. WATER DIS TR ICT DEVELOPERS NAME LE GOLAND CALIFORNIA RESOR T ' -~ ,, ~ (.) 'ti Ap(:-..cc-. ,:,;,n .p ,(?' < ''\, 1 LEGOLAND DRIVE 10 i" Y2 ,1~ "~' .ADDRE SS: /,'( ) (,-..) I .A,o \,;-<"\ ::;~/~;CC §'I ':\ OC<A£ CARLSBAD, CA 92008 * g/JQ/24 I * ' ·-··------- R..,,e,.ol Ocie (0d/ TELE PHONE : {760) 918-5300 v;..s 9/15 /23 .::-/V.J./-23 ... - "f Doi~ ..._::.. . )'(' -..,.,__ -c:0'7-, D.ATE PL/\.N PREPARED 8!'.21 i'.2023 CATE IN ITIA' ... °F cs'Y _9/30/24 , ----·-·--' DIS rn ,CT ENGlc!EER D.4 TE R. W. APEL LAND SCAPE AR CH ITECTS, INC. ~N G1 N ::ER OF 'WORK EKpiration Date: BY: INSPECTION PROCEDURES: IN SPECTION OF THE PR OJECT SHALL BE PERFOR MED BY THE LANDS CAPE ARCHITECT OF THE WORK, OR HI S DESIGN ATED AGENT. REFER TO THE SPECIFICATI ONS FOR THE SCHEDULE OF REQUIRE D INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COM PLETION OF THE WO RK, THE LANDSCAPE ARCHI TE CT OF THE WOR K WILL CERTIFY THAT THE IN STALLATION HAS BEEN COM PLETED BY SUBM ITTING THE "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FIN AL LANDSCAPE INSPECTION BY THE CITY MUS T ALSO BE MADE BY CALLING THE IN SPECTION REQUEST LINE. EMAIL THE "FINAL LANDSC APE CERTIFI CATION FORM" TO: BP@DUGMOREDESIGNSTUDIO.COM CITY OF OCEANSIDE HIGHWAY ?a \ ~ ~ ; " ~/~7 p CJ .,.0 ,j_ I T .I NOT TO SCALE /,,-''s.-~---.... " :;,., Q C -~ y ('.I~ ~.,,1,vo 9" ~ -.·~i i-. CITY OF VISTA 1'<"~ ~ ~ RDAn J ~'\ y1) ·, \ \OMAR \~ ~ < "'o"' U1 CITY OF \ ~o~o·•, \ SAN MARCOS I ALGA ~1/ \)\~ il -l_ ____ _..;r ,__T ~ t,.>I{ -i ·.·i i "' P ACIFIC cosr-41 AVE~-........._-....--,--· o,T I..~ OCEAN "' f ~ f 0 o! c...r-,..._ L\_ -CITY OF ENCINITAS " VI CINIT Y !v1AP ' ·-·· Oi\ :E ir-.:.,..IAL DATE iN!TIAL RE VI SION DE SC ~ P !I ON I OTHER APP20Vfa.L CITY A:i~-'~0\1,A.L AND IRRI GATION ONLY. SU B~AI T I ./\L S I ISSUE '.:: I >--· DATE OESCR!P TION ~- 4/1 3/ 2023 1s t CITY & COUN TY PLAN CHECK I 8 /2.1 / 2023 2nd CITY & COUN TY PL.A.t\ CHECK 9/1 5/2023 ·5rc CITY & COUN TY FOR SIGNA TURES ~ .. .. .. . ----·---·· . ! ! A PP F,:OVE D F OR IRRI GA TIO\J A N D PLANTING O INLY, INCL UDING PR E C IS E LOCA TI ON OF P L .A NTI NC t.RE /.\ COUN TY OF SAN DIEGO DEPAR.T!IIENN,10F Ef_N lf, )NM ENTAL _HEALTH L.A S f)° '1AT~R 'JU A ITY DIVI SI ON f I// ) ;I v IO / II l ?cr>r::, I ENVI RONMENTAL HE/ TH SPECIF11ST DATE '' ,\ C /-.:.\ ,_J B• I ' 1 T" l, I,_ TILC: DATE REVIEWED BY: -"-·"-- NSP ECTO R C .A. TE CARLSBAD MUN ICIP AL WATER DISTRICT SH EET CITY OF CARL SBAD 2 PLANN ,N8 0 1v1s10N PRIVA TE (ONSI TF) RECYCLED W,\ TER SYSTEiil FOR LEGOLAND FUN TOWN STAGE RENOVATION 1 LEGOLAND DRI VE, CARLSBAD, CA 92008 IRRIGATION TITLE SHEET AP PRO\/EJ.~ ~,J . q/u/z..L PLANNIN G l) DATE DRWN BY, RICHARD W. APEL PRO JECT NO DR .A\VING NO Cr'CKD BY: LPG 2023-0011 543-2L RICHARD W. APEL SOP 2023-0003 SHEET 2 OF 23 SHEETS I 'I \I I\ ·1 • I • • \ t \ ~ \\•f \~ \ .. 1 .. f • f • I. ;J; I /21 , · 1/ I • r~ I! i~ I ' , i ' ·1 /// I . t// • /~\ I,\ ~ ~ I \I \ •11 '1 ' '1 ', I -------,, I I 1 \ 11 I I ' ' ''.__ ... ---I~ ,§===,1 1 -[L__J --I [fl ' I \ii --"' >--, ' --i'<I ~ .---T" __ ... i_ //,;~ o~fj I ' /! 1•0,•, ; I I • '-" I \~_:1/( ~- '-,~---, :::::::--P. 0. C. "B" ', - -'°' . \ \ \\ POTABLE WATER P.O.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. • ~, __ ;;:~\\,\ ,, _/ ' \' -'\\ ~-' LEGOLAND INNER PARK RECYCLED WATER USE MAP SCALE 1 "0 100' 0 50' 100' ~ I -----~ ------:::.--.. _--::------- N 200' l EB LEGOLAND PROPERTY LINE P.O.C. "C" RECYCLED WATER PO 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 \ POTABLE I \ I ' \ \ I ' , I ', ' ENLARGED PLAN OF P.O.C. "A" ENLARGED PLAN OF P.O.C. "B" ENLARGED PLAN OF P.O.C. "C" PROJECT LOCATION SEE SHEET 4 FOR PLAN ENLARGEMENT LEGEND G!) POTABLE WATER METER (EXISTING) ® RECYCLED WATER METER (EXISTING) 02'] BACKFLOW PREVENTION DEVICE P.O.C. "A" RECYCLED WATER PO C (2) 3" METERS, (1) 6" BFP 95 PSI. 1/½-½jj RECYCLED IRRIGATION WATER L~~~ us E AR EA 1/½-½jj POTABLE IRRIGATION WATER !222222:i USE AREA r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 SUBMI TTALS I ISSU ES DA.TE DESCRIPTION 14/13/2023 1st CITY & COUNTY PLAN CH ECK 8/21/2C23 2nc CITY & COUN 1·y PLA \J CHECC\ 9/15/2023 ]rd CITY & COU\~Y FUR SIC:\JATUR[S -· -- -··· - ------ AJPR O\/EC ~C R iF-;RI GA.T ION A.ND PLJ\\I TING ONLY, 11\Cl~J DiNG PREC ISE 1_0CATION OF PLAN TING A Fs: E ii_ ".AS BU il T" TTLE DATE \,I --POTABLE WATER LINE -BUILDING & FIRE --wD------POTABLE WATER WASHDOWN MAINLINE _6. LOCATION OF "DO NOT DRINK" SIGNS RE\/iE•NED BY --',/ IRR --POTABLE WATER IRRIGATION MAINLINE -----1{1/-----RECYCLED WATER IRRIGATION MAINLINE INSPECTOR DATE KEY MAP rn Not to Scale DEVE LDPC:RS NA.M E: LEGOc.A.ND CA/_W ORN IA RESC PT ADJRESS: 1 LEGOLAN8 D~'\/E CARLSG.AD, CA 92008 TELEPHD,~E: (760) 9 18-5300 DA TE PLAN PREPARED 8/21/2023 ~--------- 6 Y: R. W APE L_ LANDSCAPE ARCH ITECTS INC FH c:o:, FIRE HYDRANT CARLSBAD MUNICIPAL WATER DISTRICT SHEET 3 CITY OF CARLSBAD PLANNIN G J 1/IS'O•~ PRIVATE (ONSITE) RECYCLED +------------------+----+----1---t----, WAT ER SYS TElvl FOR LEGOLAND FUN TOWN STAGE RENOVATION 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 LEGOLAND INNER PARK RECYCLED WATER USE MAP -----,---1 .APPRO'v'ED ,J~ 1----+----+-- - -------r------,--------.--1 -------J __ Ji~~IH_ q/z.c/z1, DA TE l---t---+-----------------t-----1---t------r------J f'I_A NNING 1----------r-------.--------1 -----------------+----t----+-----t----tDRWN BY, RICHARD W APEL DATE INITIAL DATE INITI AL DA TE INITIAL ENGINEER OF WORK REVISION DE SCR IPTION OTHER APPROVA L CHCKD BY: CITY APPROVAL RICHA.RD W. APEL PROJEC T ND LPC 2023-001 1 SOP 2023-0003 DRAWING ND. 543-2L SHEE- 3 OF 23 SHE ETS 1• i _/;- \ ,,, ' cl:, •. • -_;-'/ --;~,. )_ ' ' l • , 'i' PROJECT RECYCLED WATER USE MAP ,,~ .-tr/.- ·--.,;> !'' I I .' • I / ' • \ \ '-J. i ' \ 0 SCALE 1" = 10' • 5' ,'.,-.~- ./, 1 O' • / ' . , i,' • ,,~'- ~' _/;'; I N I ! l/ -~f' , 20' EB \ J \/ / Wi ij' .'.'. \ C ~, ~ I ' \ \ \' \ I / I I I I I ! \ \ I ,, ------ -- I I . --- I ' I :;, C ' ' I , I 1/ I ii '/ /1 t I i ~ I i i ' 1 /\ ,-+ I ' \ •i3 ' - - -------1 '----- ----·-\ I \ L ____ .~~~-\ .] \ :..' ,, _:~~ i I c=:::::::~ ' c.i\ --------~ --', I I I LIMIT OF WORK I T I i - ... -,J"W / -·'j'[) --- ' --) __ ----,-___ _____,__,__ -' -i --/ I ---=-----=-----•• ., ---nv ----__ ,. \ 1":~--------------:-,,,,. __ IRRIGATION WATER USE AREAS SYMBOL ~ ~ DESCRIPTION AREA (SJ) PERCENTAGE RECYCLED WATER USE 6,044 S.F 100% POTABLE WATER USE AREA 0 r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 Expira ti on Cute: 9/30/2024 SU8MI TT ALS / IS SUES DA TE DESCRIPTION 4/13/202.3 1st CITY & COUNTY Pl.AN CH ECK 8/21/2023 2nd CITY & COUNTY ?i __ A.N CHECK 0/15/2023 3rd CITY & COUNTY :-:-op SIGr-.ATiJRES ,\PPR OVED FOR IRRI GA TIO\J A,ND PLANTNG Cl\ Y, \J CL UDINC PREC IS E LOC!\TION OF PL1:\J~TING ARE ,/\ REVIEWED BY: --INSPEC TOR DA TE DEVELOPERS NAl~E: ADDRE SS / I LEGOLA.ND CAclFOR NIA RESORT --- '· cEG(LAND DRIVE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 4 PL.t..NNINC DIV SIO~ PRI VA TE (ONSITE) RECYCLE D ---- ------------l----l------+-----1------1 WATER SYSTEM FOR : LEGOLAND FUN TOWN STAGE RENOVATION 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 PROJECT RECYCLED WATER USE MAP ------ N.RLSRA 008 -+----------------------+-------+---1-------IAPPRO\/E'.l A__ .. ch • t D, CA 92' /: / _ . .. 9 2B 23 TELEPHONE: (750) 918-5300 r---+--+---------------------l- - --l-----1------1-----lPLANN IN G D1\TE r D- A- TE_ P_L_A_N_ P_R_E_P_A_R_E_D_:---:8~/72~1-/~2~0~2~3---------+-~D~A~T~E-+7.IN~ITI~A~L-+---------- ---------1--D-A_T_E_j_l_NI-TI_A_L-+--D-A-TE-+-IN_I_TI-Al __ _/;D-RV-IN_ B_Y_R_I_C_H_A_R_O_ W ___ A_P_E_L __ P~R- 0- JE_C_T_ N_O ___ D_R_A_W~IN_G_:_N_O __ -J -~~------------BY: R. W. PPEL LANDSCAPE ARCHITEC TS INC ENGINEER OF WORK REVISION [)F SCRIPTIQN OTHER APPROVAL CITY APPROVAL CHCKD BY: LPC 2023-00ll 543-2L RICHARD 1/1. APEL SOP 2023-0003 SHEET 4 OF 23 SHEETS IRRIGATION WATER USE CALCULATIONS HYDROZONE INFORMATION TABLE PLAN SYMBOL ZONE OR IRRIGATION PLANT TYPE/ HYDROZONE % OF TOTAL HYDROZONE' METHOD" FACTOR'" (PF) AREA (S.F.) AREA VALVE ~ LW s 0.3 182 3% ~ MW s 0.5 2,715 45% ">< ~~~ /v HW RY 0.8 3,147 52% A TOTAL ALL HYDROZONES: 6,044 # 100% I I TOTAL SLA' 6,044 # 100% ' ' * Hydrozones: VLW = Very low water use plants LW = Low water use plants ** Irrigation Method: MS = Micro-spray S = Spray '" Plant Factor from WUCOLS IV (Region 3 • South Coastal) MW = Moderate water use plants HW = High water use plants SLA = Special Landscape Area (for recycled water use) R = Rotor B = Bubbler D = Drip RY = Rotary # NOTE ALL HYDROZONE AREAS ARE A SPECIAL LANDSCAPED AREA (SLA) FOR RECYCLED WATER USE. MAXIMUM APPLIED WATER ALLOWANCE (MAWA) CALCULATION The MAMA shall be determined by the fo llowing 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 Ho Evapotranspiration in inches per year. 0.62 Conversion factor to gallons per square foot. 0.55 or 0.45 ET adjustment factor (ETAF) for plant factors and irrigation efficiency. LA Landscaped area includes special landscape area in square feet. 0.45 or 0.55 The additional ET adjustment factor for a special landscaped area (1.0-0.55=0.45, or 1.0-045 =0.55) SLA Special landscaped area in square feet MAWA calculation: MAWA = (44.0')(0.62)1(045 X 6,044) + (0.55 X 6,044)] (27.28)[(2,720 + (3,324)] (27.28)(6,044) 164,880 • ETo used is per Carlsbad Landscape Manual. East of 1-5 and West of El Camino Real = 44.0 Maximum Applied Water Allowance = 164,880 gallons per year ESTIMATED TOTAL WATER USE (ETWU) The following equation shall be used to calculate the ETWU for each landscaped area and the entire project: ETWU = (ETo)(062)(PFl:HA + SLA) Abbeviations used in the equations: ETWU Estimated total water use in gallons per year. ET □ Evapotranspiration in inches per year. 0.62 Conversion factor to gallons per square foot. PF Plant factor from WUCOLS. HA Hydroz □ne area in square feet. Each HA shall be classified based upon the data included in 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) Evapotranspiration Rate (ETo)' Conversion Factor (Step 1 x Step 2) Plant Factor (PF)0 (From WUCOLS)(VLW-HW) (0.1-0.8) Area of Hydrozone (s.f.) (HA) (Step 4 x Step 5) Irrigation Efficiency (IE)*** (Step 6 / Step 7) Process Step No. (Below) 2 3 4 5 6 7 8 Hydrozone Number (1-5 with SLA Zone Below) HW MW LW 44.0 0.62 27.28 0.8 0.5 0.3 3,147 2.715 182 2,518 1,358 55 0.75 0.72 0.72 3,357 1,886 76 SLA (Total All Step 8 + Total SLA sJ in Step 5) 9 6,044 (not including the areas in step 8 since all zones are SLA's) (Step 3 x Step 9) Estimated Total Water Use in gallons per year (ETWU) • Total shall not exceed MAWA * ET □: West of 1-5 = 40.0 10 East of 1-5 and Wesl of El Camino Real - 44 0 East of El Camino Real= 47.0 Applicant may provide a different ETo if supported by documentation subJect to approval by the City Planning Division. 164,880 gallons per year ✓ (does not exceed MAWA) ** Plant Factor & Water Use: 0.1 = VLW • Very low water use plants 0.3 = LW • Low water use plants 0.5 = MW• Moderate water use plants 0.8 = HW •Highwater use plants ESTIMATED MAXIMUM IRRIGATION FLOW DEMAND: 52 G.P.M. *** IE: Micro-spray = 0.80 Spray = 0.72 Rotor =0.72 RY Rotary = 0.75 Bubbler = 0.75 Drip = 0.80 • ' f • ' i ,.,,,,.- _.j;.:.i;-~ --., 911 SF ., :,'""'< • . -.. ~ .... ~ .. / \ \ \ _(_uvvvvv I ", , ... _,, .. , t~ '-~--.. ' ' LIMIT OF WORK . __ , ' -\ \, N r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (7 60) 943-0760 CA license #2825 SUBMI TTA l.S I ISSUES DATE DFS CRIPTIUN 4/1 3/2023 I st Cl..,.Y & COUN TY PLA~ CHECK 8/21 /2023 2nd CITY & COUN TY PLAN CHECK 9/15/2023 3rd CITY & CCUNTY CQR SIGN .~ TU~E S I /\P F'R O\/ED FC)R iRR 1 GA TIO~~ f\N D PL!\N Tl NG ON LY , 11N Cl I_) D11..J G PRECISE LOCATION OF PLANTING r rLE D,A TE REVIEWED BY HYDROZONE PLAN SCALE 1' = 10' 0 5 10' 20' G~) 0~------------------ INSPECTOR CARLSBAD DATE MUNICIPAL WATER DISTRICT DEVELOPERS NAME: LEGOLAND CALI FORN IA RE SOR T AD DRESS. 1 LEGOL,A.ND DRIVE CARLSB.AD, CA 92 008 TE L'.:P -IO NE (760) 918-5.,00 DATE PLAN PREPARED. 8/21/ 2023 -~~---------- BY: R. W. AP EL LANDSCAPE ARCH ITECTS INC ·- - -+-----+---+ SHEET 5 CITY OF CARLSBAD F'L.ANNING DIVISION +--- ---·· - --------------+------+---+---+------1 PRI VA TE ( O\J SI TE) RC: C YCLEC 1------t--1--1------ ---------- - - - - --t--- --1----+-----+------l 'NA. TER S YSTC:M FOR : LEGOLAND FUN TOWN STAGE RENOVATION 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 HYDROZONE DIAGRAM & WATER USE CAL CS +-----+--1--C------ - ------- - ------+-- --+---+-----+---i.A.PP f~:J\,1C:D 'f { z,:, lz, '.'J --+----+---+-----+----1 PL.A NNIN G DA TE 1------------...--------,----------1 DA TE INITIAL CATE INITIA!_ DATE ,NITIAL DRWN SY RICHARD W. APEL P'lOJECT NO. DRAWIN G NO ENGINEER OF WORK REVISION DESCR IPTION OTH ER APPROVAL CITY APPROVAL.. CHCKD BY: LPC 2023-0011 RICH.A.F~D VV. ,!I.PEL SOP 2023-0003 543-2L SH EET 5 OF 23 SHEETS GENERAL IRRIGATION CONSTRUCTION NOTES: I. 2. 3. 4. 5. 6. 7. 8. RECONSTRUC TI ON, RETROFITTING AND/OR MODIFICATION OF THE EXISTING IRRIGATION SYSTEM WILL BE REQUIR ED DUE TO THE CO NSTRUCTION OF THE NEW PRO JECT WITHIN THE LA RGER PARKWIDE EXISTING IRRIGATION SYSTEM. UNLESS OTHERWISE NOTED ON THE PLANS, THE EXISTING LEGOLAND IRRIGATION SYSTEM LOCATED OUTSIDE OF THE LIMITS OF TH E NEW PROJECT AREA SHALL RE M AIN OPERATIONAL WH ILE THE NEW PROJECT IS UNDER CONSTRUCTION. PR IOR TO SITE DEMOLITION, THE IRRIGATION CONTRACTOR SHA LL COORDINATE WITH THE OWNER 'S ON-SITE IR RIGA !ION MANAGER TO PLAN FOR THE DEMOLITION PHASE AND INSTALL ANY TEMPORARY AND/OR PERMANENT MAINLINE AND CONTROL WIRE RELOCATIONS, CONNECTIONS OR MODIFICATIONS AS MAY BE NEEDED. THE IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL A LL TEMPORARY AND PERMANENT MODIFICATIONS TO THE EXISTING IRRIGATIO N SYSTEM AS PART OF HIS CONTRACT SCOPE OF WORK AND PRICE. NOT ALL REQUIRED MODIFIC ATIONS TO THE EXISTING SYSTEM MAY BE SHOWN ON THE PLANS DUE TO UNOBSERVED OR BURIED SYSTEMS WHERE AS-BU ILT PLAN INFORMATION IS NOT AVAILABLE OR IS INACCURATE. IT IS TH E INTENT THAT THE INST ALLA !ION OF THE MODIFIED IRRIGA !ION SYSTEM BE AS SHOWN ON THE IRRIGATION DRAWINGS. CONNECTION OF THE NEW IRR IGATI ON PRESSURE MAIN LI NE PIP ING SHALL BE MADE TO THE EXISTIN G IR RIGA !ION PRESSURE MAIN LINE PIPING AT THE APPROXIMATE LOCATIONS SHOWN ON THE DRAWINGS. EXACT LOCATIONS FOR POINTS OF CONNECTIONS, RELOCATION OF THE EXISTING ELECTRIC CONTR OL VALVES AND CONTROL WIRE ROUTING SHA LL BE COORDINATED WI TH THE OWNE R'S ON-SITE IRRIGA !ION MANAGER. THE IRRIGATION DRAWINGS WERE PREPARED USING THE OR IGINAL SYSTEM IR RIGATION DRA WINGS AS A GUIDE. THE PRO VIDED "AS-BUILT" IRRIGATION PLA NS ARE DIAGRAMMATIC AND M AY NOT BE ENTIRELY ACCURATE. CHANGES MAY HAVE BEEN MADE TO EXISTING SY STEMS TH AT ARE NOT SHOWN ON THE AS-BUILT PLAN S. IT SHALL BE THE RESPONSIBI LITY OF THE IRRIGATION CONTRACTOR TO VERIFY ALL EXISTING SYSTEMS. ALL EXISTING IRRIGAT ION SYSTEMS OUTSIDE THE PROJECT AREA SHALL REMAIN OPER ATI ONAL. CUT AND CAP EXISTING NON-PRESS UR E LATERAL LINE PIP ING AS REQU IRED TO COMPLETE THE NEW IRRIGATI ON CONSTRUCT ION. INSTA LL NEW LATERAL LINE CONNECTIONS TO EXISTING HE ADS INTENDED TO REMAIN IN PLACE AND OPERATIONAL AND CONNECT TO NEW AND/OR EXISTING REMOTE CONTROL VALVES. DAMAGE TO ANY EXISTING LA NDSCAPING OR IRRIGATION SYSTEM CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE RE PAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. UNLESS OTH ERWISE NOTED AS EXISTING TO REMAIN, THE CONTRACTOR SHALL REMOVE ALL EXISTING IRRIGATION MATERIA L A ND EQUIPMENT INCLUDING BUT NOT LIMITED TO SPRIN KLER HEADS VALVES, PRESSU RE MAINLINE PIPIN G, NON-PRESS URE LATERAL LINE PIPING, CONTROL WIRING, ETC. INSTALLED DURING THE CONSTRUCTI ON OF THE EXISTING IR RIGA !ION SYSTEM THAT FALL WITHIN THE LIMITS OF THE NEW IRRIGA !ION CONSTR UCTION AREA. A LL MATERIALS AND EQUIPMENT SCHEDULED FOR REMOVAL (EXCEPT IRRIGATION PIPING), SHALL BE TURNED OVER TO THE OWNER'S IRR IGATION 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. UNLESS OTHERWISE NOTED, ALL IRRIGATION EQUIPMENT A ND MATERIALS SHALL BE NEW. DO NOT REUSE OLD PARTS FROM THE DEMOLISHED SYSTEM. INSTALL NEW SYSTEMS IN SUCH A M ANNER THAT TH E NEW IRRIGA !ION SYSTEM WILL BE COMPATIBLE WITH THE EXISTING SYSTEM TO PROVIDE A COMPLETE AND EFFICIENT OPERATING SYSTEM. FIELD ADJUSTMENTS TO THE IRRIGATION DESIGN MAY BE REQUIRED TO PROVIDE OPTI M UM OPERATI ON EFFICIENCY. THE CONTR ACTOR SHALL BE RESPONSIBLE FOR CONTACTI NG THE LA NDSCAPE ARCHITECT TO REVIEW FIELD ADJUSTMENTS PRIOR TO INSTA LLATION. IN THE EVENT NO CONTACT IS MADE WITH TH E LA NDSCAPE ARCHITECT, THE CONTRACTOR SHALL BE RESPONSIBL E FOR ANY REVISIONS NECESSARY. 9. PERMISSION TO SHUT OFF IRR IGATION WATER FOR DEMOLITION OF THE EXISTING IRRIGATION SYSTEM SHA LL BE APPROVED BY THE OWNER'S ON-SITE IRRIGATION MANAGER PRIOR TO SHUT-OFF. I 0. SO AS TO PROVI DE MINIMUM DOWN TIME DURING CONNECTION OF THE NEW IRRIGATION SYSTEM TO THE EXISTIN G IRRIGATION SYSTEM MAINLINE, ALL NEW IRRIGA !ION SYSTEMS SH ALL BE INSTALLED AND READY FOR OPERATION, INCLU DING PRESSURE TESTING OF IRR IGATION MAINLINE PIP ING, PRIOR TO FINAL C ONNECTION TO EXISTING IRRIGATION PIPING. 11. A LL EXISTING IRRIGATION SYSTEMS TO BE RETROFITTED UNDER THIS CONTRACT, SHALL BE INSTALLED IN ACCORDANCE WITH AND BROUGHT UP TO THE STANDARDS SHOWN ON THE IRRIGATION CONSTRUCTION DRAWINGS AND SPECIFICA !IONS. 12. REFER TO TH E "AS-BUil T" RECORD DR AWINGS OF THE EXISTING IRR IG ATION SYSTEM FOR ADDITIO NAL INFORMATION AND TO ASSIST WITH RETROFITTING TH E EXISTI NG SYSTEM. THE AS-BUILT DRAWINGS ARE DIAGRAMMATIC AND NOT GUARANTEED TO BE ACCURATE. ALL EX ISTING SYSTEMS SHALL BE VE RIFIED 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 DIFFERENC ES, LOCATION OF BUILDINGS, WALLS, UTILITIES, ETC. AND COORDINATE THEIR WOR K WITH THAT OF THE OTHER TRADES. 14. THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO INSTALL A LL IRR IGATION SLEEVES THROUGH A ND/OR UNDER WALLS, ROADWAYS, PAVEMENT, FOUNDATIONS, STRUCTURES AND OTHER SITE FEATURES. COORDINATE THIS WORK WITH TH E SCHEDULES AND WORK OF THE OTHER TRADES. INSTALL SLEEVES BEFORE THE OVERLYING WOR K IS CONSTRUCTED. NOT ALL REQ UIRED SLEEVES MAY BE SHOWN ON THE DRAWINGS. 15. THE IRRIGATION DESIGN PLANS AR E DIAGRAMMATIC. ALL PIPING, VA LVES, ETC. SHOWN WITHIN PA VED AREAS IS FOR DRAWING CLARITY ONLY AND SHALL BE INSTA LLED IN PLANTI NG AREAS WHERE EV ER POSSIBLE. AVOID CONFLICTS BETW EEN THE SPRINK LER SYSTEM AND UTILITIES, PLANTING, ARCHITECTURAL STRUCTURES AND OTHER SITE FEATURES. 16. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSU RE AND THE MAXIMUM FLOW DEMA ND SHOWN ON THE IRRI GATION DRAWIN GS AT EA CH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY THE EXISTING WATER PRESSURE PRIOR TO CONSTRUCTION. REP ORT TO THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE ANY DIFFERENCE BETWEEN THE WATER PRESSU RE IN DICATED ON THE DRAWINGS AND TH E ACTUAL PRESSURE READIN G AT THE IRRIGATION POINT OF CONNECTION. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PR IOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RES PONSIBILIT Y FOR ANY REV ISIONS 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 DISCR EPENCIES BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS EXIST THAT MIGHT NOT HA VE BEEN CONSIDERED IN THE DES IGN. SUCH DIFFERENCES BETWEEN SITE CONDITIONS AND THE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND THE OWNER'S AUTHORIZ ED REPRESENTATIVE. IN THE EVE NT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPO NSIBILITY FOR ANY REVI SIONS NECESSARY. 18. USE TE FLON TAP E OR TEFLON PIPE DOPE ON ALL THREAD ED CONNECTIONS AND ON ALL SPRINKLER SWING JOINT AND VALVE ASS EMBLI ES. 19. ALL SPRINKLER HEADS SHA LL BE SET PERPENDICU LAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED (INCLUDING SLOPES), UNLESS OTHERWISE INDICATED ON THE PLA NS. 20. THE CONTRACTOR SHALL FLUSH ALL PIPING OF DI RT AND DEBRIS BEFORE INSTALLATION OF SPRINKLER NOZZ LES AND DRIP IRRIGATI ON 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 RAINBI RD "PCS" PRESSURE COMPENSATI NG SC REENS AS NEEDED. SE LECT THE BEST SPRAY NOZZ LE RADIUS AND A RC TO FIT TH E SHAPE OF THE AREA TO BE IRRIGATED. ADJUST THE FLOW CONTRO L OF EACH VALVE TO O BTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH ZONE. 22. UNLESS INDICATED OTHERWISE ON THE PLANS AND/OR CONTRACT DOCUMENTS, THE IRRIGA !ION CONTRACTOR SHALL VERIFY IF ANY ELECTRICAL POWER SERV ICES NEEDED FOR THE IRR IGATION SYSTEM IS EXISTING OR IF NEW SE RVICES WILL BE PROVIDED AND INSTALLED BY OTHERS. ELECTR ICAL SYSTEMS INSTALLAT ION SHALL ONLY BE PERFO RMED BY AN INDIVI DUAL TRA INED AND LICENS ED TO INSTALL ELECTR ICAL WORK. THE ELECTRICAL INSTALLER SHALL COORDINATE WITH THE UTILIT Y C OMPANY AND M AKE THE FINAL HOOK-UP FROM THE ELECTRICAL SERVICE TO THE IRRIGATION CONTROLLER . 23. IN STALL CHECK VA LVES ON TH E RISERS OF ANY SPRINKLERS EXH IBITING LOW HEAD DRAINAGE. USE HUNTER MODEL "HCV" CHECK VALVE OR APPROVED ALTERNATE. IRRIGATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF TH E CMWD SPECIFICATIONS FOR IRRIGATION SYSTEMS USING RECLAIM ED WATER. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GU IDELINES AND SECTION 11 6815 OF THE CALIFORNI A HEALTH AND SAFETY CODE. RECYCLED SYSTEMS SHALL USE PURPLE VALVE BOXES. RECYCLED WATER CONTROL VALVES SHALL HAVE PURPLE VA LVE HANDLES AND TAGS ATTAC HED TO INDICATE RECYCLED WATER. POTAB LE SYSTEMS SHALL USE GREEN OR BROWN VALVE BOXES. PUR PLE CODING SHALL NOT BE USED ON POTABLE SYSTEMS. EXISTING IRRIGATION EQUIPMENT LEGEND SYMBOL roc;i CC"C' L':'..:.~ jB-10 , MANUFACTURER RAIN BIRD RA IN BIRD WILKINS MODEL NO. ESP-SAT CCU-28 375 DESCR IPTI ON EXISTIN G FIELD SATELLITE CONTROLLER. SEE AS-BUILT DWGS FOR LOCA !IONS. RAI N BIRD MAXICOM CENTR AL CONTROL SYSTEM, LOCATED IN LEGOLAND LANDSCAPE MAINTENANCE BUILDING, ADMINISTRATION AREA [NOT SHOWN). EXISTIN G CLUSTER CONTROL UN IT. SEE AS-BU ILT DWGS FOR LOCATI ON. EXISTING REDUCED PRESSUR E BACKFLOW PREVENTION DEVICE [LOCATED AT WATER DETAIL No. / SHT. No. EXISTING EXISTING EXISTING METER P.O.C.'S, SEE SHEET 3 FOR LOCATIONS). f-------+--------+-------l---------------------------------+-------j BERMAD I 00 SERIES hYfLOW - ... ------+---··. -----+---- • DATA INDUSTRIAL IR-220-P RA IN BIRD PESB-R-PRS-D RA IN BIRD 44LRC SIGNATURE CONTROL SYSTEMS NIBCO NIBCO 7645 T-113-K F-619-RW EXISTING M ASTER VALVE/BASKET STRA INER ASSEMBLY. NOR MALLY OPEN MASTER VALVE WITH 24 VOLT LOW AMPERAGE IRR IGATION SOLENOID. SEE AS-BUILT DWG FOR LOCATIO N. EXIST ING IRRIGATION LINE AND/OR WASHDOWN SYSTEM FLOW SENSOR. SEE AS-BU ILT DWG FOR LOCATION. EXISTING ELECTRIC REMOTE CONTROL VALVE WITH PRESSURE REGULATION FOR RECYCLED WATER, SIZE AS NOTED' " (EXISTING TO REMAIN SHOWN SHADED) EXISTING I" QUICK COUPLING VALVE AND KEY FOR USE WIT H POTA BLE WATER O NLY -- FOR INSTALLATION ON WASHDO WN SYSTEM. EXISTING EXISTING EXISTING I/ 11 EXISTING 6/10 ·---- - ----+--------l EXI STIN G I " QUICK COUPLING VALVE AND KEY WITH REVERS E ACME THREADS AND LAVENDER LOCKI NG COVER FOR USE WITH RECYCLE D WATER ONLY. EXISTI NG LIN E SIZE BRONZE GA TE VALVE WITH CROSS HANDLE, SIZES 3" AND SMALLER. EXISTI NG LINE SIZE FLANGED CAST IRON RES I LENT WEDGE GATE VALVE WITH SQUARE OPERATI NG NUT, SIZES 4" AND LA RGER . EXISTING 5/1 0 EXISTING 3/10 --+------- -·--------------------------+--------l EXISTING RECYCLED WATER "DO NOT DRINK" SIGN. SEE SHEET 3 FOR LOCA !IONS. EXISTING I /2, l /I 2 !--------+----- --~------···-----------~-------- -----------------+------l -IRR(X)- EXISTING BURIED RECYCLE D WATER PRESSU RE MAIN LINE PIPING: PVC CLASS 200 WITH RING-TIT E JOINTS FOR SIZE 4". PVC CLASS 315 WI TH SOL VE NT WELDED JO INTS FOR SIZES 2", 2-1 /2", 3". PVC SCH. 40 WITH SOLVENT WEL DED JOINTS FOR SIZES 1-1 /2" AND SMALLER. PIPE SIZE AS NOTED ON PLA NTS. PIPE SHALL BE PURPLE COLOR AND LABELED FOR RECYCLED WATER USE PER SPECIFIC A !IONS. EX ISTING 3, 5, 6, 7 /1 1 t-------+--------------------------------------------- - -----1--____ _, - WD(X)- EXISTING BURIED POTABLE WATER PRESS URE MAIN LINE PIPING FOR PAVEMENT WASHDOWN SYSTEM: PVC CLASS 200 WITH RING-TITE JOINTS FOR SIZE 4". PVC CLASS 315 FOR SIZES 2"-3". PVC SCHEDU LE 40 FO R SIZES 1-1 /2" A ND SMALLER. PIPE SIZE AS NOTED ON PLANS. USE WHITE COLORED PIPE FOR POT ABLE WATER USE. EXISTING 4, 7/9 . -------+- - ----- -------- -------···-··-----------------------+--------l NOT SH OWN EXISTING BURIED NON-PRESSURE LATERAL LIN E PIPING: PVC SCHEDULE 40, SIZES AS NOTED ON PLANS. PURPLE COLORED PIPE FOR RECYCLED WATER AND WHITE COLORED PIPE FO R POTABLE WATER SYSTEMS. EXISTING BURI ED PVC IRRIGATION PIPE SLEEVE INSTALLED UNDER PAVED AREAS. SLEEVES SHALL BE INSTALLED BY THE IRRIGATION CONTRACTOR. PVC SCHEDULE 40 , SIZES PER SLE EVING NOTES ON TH IS SHEET. SLEEV ES ON RECYCLED WATER LIN ES SHALL BE COLORED PU RPL E. SLEEVES ON POTABLE WATER LINES SHALL BE WHITE. IRR IGA !ION REMOTE CONTROL V Al VE CONTROL AND COMMON WIRES BETWEEN A FI ELD SATELLITE AND ELECTR IC CONTROL VALVES ARE NOT SHOWN ON PLANS BUT SHA LL BE INSTALLED ALONG THE SIDE OF PRESSURE MAINLINE PIPING, TAPED TO PIPE PER PIPE TRENCHING DETAILS. ALL WIRE SPLI CES SHA LL BE INSTALLED INSI DE REM OTE CONTROL VA LVE BOXES AND/OR SEPARATE PULL BOXES PER CONTRO L WIRE PULL BOX DET AIL. SEE IRRIGATION SPECIFICATIONS FOR WIRE SIZE AND TYPE. EXISTING 3,4/11 EXISTING EX ISTING 1,7/10 3,4/11 - - ---+--------------- - - --------------------------------+---------l ---------IC'<i\1 --------- --FS--·---·-- --.... cc --·----- EXISTING IRRIGATION REMOTE CONTROL VALVE CONTROL AND CO MMON WIRES INSTALLE D WITHIN PVC SC HEDULE 40 CONDUIT WHERE IT IS NOT ROUTED WITH AN D TA PED TO MAINLINE. REFER TO CONDUIT SIZ ING CHART , THIS SHEET. SEE IR RIGATI ON SPECIFICATIONS FOR WIRE SIZE AND TY PE. EXISTING FLOW SENSOR CABLE IN 2" PVC SC H 40 CONDUIT, TO BE PROVIDED AND INSTALL ED BY IRRIGATION CONTRACTOR. SEE IRRIGATION SP ECIFICA !IONS FOR CABLE SIZE AND TYPE. EXISTING COMMUNICATION C ABLE IN 2" PVC SC H 40 CONDUIT, TO BE PROVIDED AND INSTA LLED BY IRR IG ATION CONTRACTOR . SEE IRRIGATION SPECIFICATIONS FOR CABLE SIZE AND TYPE. i-·B:12~~ INDICATES REMOTE CONTROL VALV E STATION (ZON E) NUMBER I" j 15 INDICA TES FLOW IN G.P.M. i ~ INDICATES REMOTE CONTROL VA LVE SIZE EX ISTING 1,7/1 0 EX ISTING 1.7/ 10 EXISTING 1,7/10 IRRIGATION EQUIPMENT LEGEND FOR NEW WORK SYMBO L. MANUF. MODEL NO. DESCRIPTION • RA IN BIRD PESBR-PRS-D NEW PLASTI C ELECTRIC REMOTE CONTROL VALVE WITH PRESSURE REGULATION DIAL, FOR RECYCLED WATER, SPRAY SYSTEMS, SIZE AS NOTED ON PLANS. ] [ SUBMIT SUBMIT CONNECT NEW IRRIGATION PIPE TO EX ISTING IRRIGATION PIPE. INSTALL APPROPRIATE PVC FITTING TO MAKE CONNECTION (TEE, Ell, STR AIGHT CONNECTOR). DETAIL/ SHEET No. I/ 11 NONE 1-----+------t---------+--------------------------------------l---------··-D SUBMIT SU BMIT CUT AND CAP EXISTING IRRIGATION PIPE WITH PVC CAP, LINE SIZE. NONE I---------------+--------+---------- --------------------------+--------! SUBMIT SU BMIT NEW BURIED RECYCLED WATER LATER AL LIN E PIPING , PVC SCHEDULE 40, SIZES AS NOTED ON PLANS. PURPLE COLORED PIPE FOR RECYCLED WATER. 3/11 1-----+-------+--------+------------------------------------1---..... ----SUBMIT SUBMIT RAIN BIRD 44LRC BURIED PVC IRR IGA !ION PIPE SLEEVE INSTALLED UNDER PAVED AREAS . SLEEVES SHALL BE INSTALLED BY THE IRRIGATION CONTR ACTOR. SEE SLEEVING NOTES ON THIS SHEET FOR PIPE TYPES BY SIZE. I" QU ICK COUPLING VALVE AND KEY FOR USE WITH POTABLE WATER ONLY--FOR INSTALLATIO N ON WASH-DOWN SYSTEM. NONE 6/10 1-----+-------+--------➔------ ------------------... NEW "DO NOT DRINK" RECYCLED WAT ER SIGN I /2, I /12 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 3 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 CO NTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE, QUICK COU PLING VALVE AND GATE VALVE, ETC. FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION SEE DETAILS FOR ADDITIONAL VALVE IN STALLATION INFORMATION. MINOR MODIFICATIONS TO EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST FA ILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OW NER DIRECTED REVIS IONS AT NO ADDITIONAL COST TO OWNER 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 4. THE VALVE STATION NUMBERING SHOWN FOR NEW REMOTE CONTROL VALVES IS A REUSE OF EXISTING CONTROL WIRES AT THAT LOCATION. CONTRACTOR SHALL VERI FY EACH AVAILABLE CONTROL WIRE'S STATION NU MBE R ON THE CO NTROLLER W ITH LEG OLAND'S IRRIGATI ON MAINTENANCE MANAGER AN D RUN EACH STATION TO CONFIRM NUMBERING. IRRIGATION SPRINKLER LEGEND FOR NEW WORK NOTE: EXISTING SPRINKLERS TO REMAIN ARE SHOWN SHA DED ON IRR IGATION PLAN. SYMBOL MANUF. MODEL NO. DESCRIPTION NOZZLE RADIUS' [FEET) G.P.M P.S.I. PA TTERN ! PRECIP (I N/HJ DETAIL/ , □ 6 SHEET No. • RAI N BIRD RD I 2-S-P-30-NP 12" POP-UP WITH SPRAY NOZZLE U-l 5F 15 3.70 30 FULL U-15H 15 1.85 30 HALF U-15Q 15 0.92 30 QTR. 1.58 1.83 1.58 1.83 1.58 1.83 3/12 +----lf---+------------l--- ---+-------1-----f-----l----+----+------+- - ----+---+-- JS( ill ¢ U-l 2F 12 2.60 30 FULL U-12H 12 I .30 30 HALF 1.74 2.01 1.74 2.01 1.74 2.01 1------+---+----+---+-----+-----···· I U-I 2Q 12 0.65 30 QTR. -----+------+----+----+---,-----------+---+---- )Z( U-IOF IO 1.64 30 FULL 1.58 1.83 Ji U-1 OH IO 0.82 30 HALF 1.58 1.83 '<)-U-I OQ 10 0.41 30 QTR. 1.58 1.83 t------+---+----+---t------1------+------------+------1-----+----+----+-------+-------l--+--- IQ) U-8F 8 1.05 30 FULL 1.58 1.83 () U-8H 8 0.52 30 HALF 1.58 1.83 A '-.!/ w I ., I U-8Q 8 0.26 30 QTR. 1.58 1.83 ----~-------1----+-----+--+----- - ,.... ----+-----··----- • RAIN BIRD RD06-S-P-45-NP 6" POP-UP WITH R-VAN 14 14 1.27 45 FULL 0.62 0.72 ROTARY SPRAY NOZZLE W R-VANl4 14 0.63 45 HALF 0.62 0.70 ii R-VAN 14 14 0.32 45 QTR. 0.61 0.70 )2( R-VAN 14 12 1.27 45 FULL 0.62 0.72 l2i R-VAN 14 12 0.63 45 HALF 0.62 0.70 (9 R-VANl 4 12 0.32 45 QTR. 0.6 1 0.70 ' CD , R-VAN14 10 1.27 45 FULL 0.62 0.72 ' R-VAN 14 , I O 0.63 45 HALF 0.62 0.70 R-VAN l 4 10 0.32 45 QTR. 0.6 1 0.70 t------+---+----+---t------1------+------- ------- -+----+---- 0 • R-VAN 14 8 1.27 45 FULL 0.62 0.72 R-VAN l 4 8 0.63 45 HALF 0.62 0.70 R-VANI4 8 0.32 45 QTR. 0.61 0.70 4/12 l-----+---1---+-------+--------------+----+----+--··-··---+--1------+-------+---+-----t RD06-S-P-30-NP 16" POP JP WI BUBBLER NOZZLE 5Q-B 5 0 5 30 QTR STREAM N/A • BUBBLER 1------+---+-----+--------+--------·-·-· -----+--------+----+-----1---··--+------t------ SEE DETAIL DWG. TREE DEEP WATERING DETAIL 1402 0 0.5 30 FU LL BUBBLER N/A 7/12 • ADJUST NOZZLE RADIUS FOR HEAD TO HEAD COVERAGE. WHEN THE RADIUS OF SPRAY NOZZLES IS REDUCED TO LESS THAN 75% OF THE NOZZLES RATED FULL RADIUS, THE CONTRACTOR SHALL EQUIP THE SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPEN SATING SCREEN FOR FLOW AND RADIUS CONTROL. 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) 0-4 5-7 8-12 13-22 23-30 31 -50 51-70 71-110 PIPE SIZE 1/2" 3/4" I" 1-1 / 4" 1-1 /2" 2" 2-1 / 2" 3" FLOW (GPM) 0-1 0 11-16 17-26 27-35 36-55 56-80 81-120 121-200 IRRIGATION SLEEVING NOTES PIPE SIZE 3/4" 1" 1-1/4" 1-1/2" 2" 2- 1 /2" 3" 4· FLOW [GPM) 0-6 7-9 10-14 15-22 23-30 31-45 46-70 71 -100 SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING AND CONTROL WIRE INSTALLED UNDER HARD SURFACES SUCH AS PAVING, WALLS, CURBS, FOOTINGS, FO UND ATIONS, AND OTHER SITE FEA TURES. SLEEVE PIPE TYPE SH ALL BE PVC SCH 80 UND ER VEHICULAR AREAS [ROADS, DRIVEWAYS, PARKING, ETC.) AN D PVC SCH 40 UNDER NON-VEH ICULAR AREAS. RE FER TO THE CHART BELOW FOR SLEEVE SIZES AND MIN IMUM COVER. SLEEVES SHA LL BE INSTALLED BY AND INCLUDED IN THE PRICE OF TH E IRR IGATION CONTRACTOR. NOT ALL SLEEVES MAY BE SHOWN ON THE PLANS. IT IS THE RESPONSIBILITY OF THE IRR IGATION CONTRACTOR TO FAMILIARIZE ITSELF WITH THE PROJECT DRAWINGS AND EXISTING SITE CONDITIONS TO DETERMINE WHERE SLEEVES WILL BE REQUIRED AND TO COORDINATE INSTA LLATION OF SLEEVES WITH THE OTHER TRADES BEFORE HARD SURFACES AND ELEMENTS ARE INSTALLED. SLEEVE SIZES, TYPES & COVER PIP E SIZE I /2" 3/4" I" 1-1 /4" 1-1/2" 2" 2-1 /2" 3" IRRIGATION PI PE SIZE SLE EVE SIZE SLEEVE PIPE TY PE [l) MI NIM UM SLEEVE COVER AT VEHICULAR AR EAS (2 ) MINIMUM SLEEVE COVER AT NON-VEHICULAR AREAS [2) r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 SUBM ITT/\LS / ISSUES OAT[ DE SCRIP ['ION 4/13/2023 1st U TY & COUN TY PLAN CHECK PV C SCH 40 36" 8/21 /2023 2nd Cl TY & COUN Tv PLAN CHEC:'\ - ···-+~~---+--------------------1 1/Z'TO 1-1/4" 3" ------ ---- ----- --j------t- I 1/2" TO 2" 2 I /2" TO 3" - -+------- 18" 36" 18' -----------+ ------ ---- - --------------------- - --- 36" 24" I----- 4" 6" 8" ------+----------------------------+---------------- - - --------- -- 4" 6" 12 _., _ _ _ -····· --·····-··-·f--- ---4 .. ____ __, _______ _ > 6" 1----------- -·-· ·-·-- CONTROL WIRE [BUNDLED) PIPE + 4" 4' ---1-------- . 36" 36" 24" 36" -- - -----....... _ __ ____ ---------+----···· ........... . ··------------------- 48" 36" . ------------------· ·-----········-----····· ------·· SAME AS IRRIGATION MAINLINE SAME AS IRRIGATION MA INLINE [I) US E PURPLE PIPE FOR SLEEVES ON RECYCLED WATER IRRIGATION LINES . USE WHITE PIPE FOR SLEEVES ON POTABLE WATER IRRIGA !ION LINES & CONTROL WIRE. (2) MINIMUM SOIL COVER OVER SLEEVE, NOT TO INCLUDE THICKNESS OF PAVEMENT, BASE, FOOT INGS, FOUNDATIONS, ETC. IRRIGATION AS-BUILT PLANS REQUIRED IRRIGATION AS-BUILT PLA NS ARE REQUIRED TO BE SUBMITTED TO THE CITY OF C ARLSBAD ENGINEERING AND PLANNING DIVISIONS. THE IRR IGATI ON CONTRACTOR IS RESPONSIBLE TO PREPAR E AND PROVIDE TO TH E LA NDSCAPE ARCHITECT TH E IRRIGATION AS-BUILT PLA NS AS REQU IRED AND DESCRI BED IN THE IRR IGATION SPECIFICATIONS, PART l, SECTION 1.4 SUBMITTALS, B. RECORD DRAWINGS. THE AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND CITY. AFT ER REVIEW A ND APPROVAL OF THE AS-BUILT PLANS BY THE LANDSCAPE ARCHITECT, HE/SHE WILL SUBMIT THE PLANS TO THE CITY FOR REV IEW AND APPROVAL. FINAL AS-BUILT IRRIGATION PLA NS ARE REQUIRED TO BE REVIEWED, APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. 1------+---+---------------------l-- --+----+----___, __ __, 9/15/2023 3rd C -y & COUNTY FOR SIGNATURES ------·---------< .... -1--- --1-----------------------j A.Pf-)R OVEJ F ul~ if~~~ G.A TICN ,LI.ND F)L i',NT ING O~~L v , INCLL C NG f'RECISE LOCATION OF PLA.NTlf\JG AREA ";\S BUii_ T" ----- ---------- --· ---TITLE Dt-\ TE REVI E•i'/EC BY INSPECTOR DATE CARLSBA D MUN ICIPAL WATE R DISTRI CT SHEET 6 CITY OF CARLSBAD PLANN NG D'VISION 1----+------t----------- ------+----+-----tr------t---+ PRI V/1 TE ( ON Si TE) RECYCLED 1----t------+------------------+-------1----t-----+-----1 WI\ TER SYSTEM FOR LEGOLAND FUN TOWN STAGE RENOVATION 5 EXISTI NG IRRIGATION SYSTEM PI PING AND EQUIPMENT IS SHOWN IN GRAY TONE AND IS BASED ON ORIGINAL CONSTRUCTION DRAWINGS AND/OR AS-BUI LT PLANS PRECISE LOCATION OF EXI STING SYSTEMS MAY BE DIFFERENT THAN SHOWN VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO START OF WORK. DEVELOP ER S NM.IE: LEGOl.i\ND CAUFORN A RESOR T 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 IRRIGATION LEGENDS & NOTES 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 I CUBIC FOOT OF 2,000 PSI CONCRETE. SEE THRUST BLOCK DETA IL 7/ SHEET 9. AD DRESS: I LEGO_AND DRIVE -+----+-... +-----+-' _ __, fa,P ? R J\/:.D ~ .. _ »/ ½. a /2,,, /z ", _____ ___.,-,j~'±_l_'tf_~~=---➔ - ( 760) 918--5300 1-----+----+---- - --------------~f---+-----+----+---+PU\NNIN C ' V O A TE TEI.EPHONE: ~-~----- -t------------,-------,----------1 t------------/-------------+- O- A_T_E-+--IN-IT-IA--L-+---------------------1-D-A-TE-+-IN-I-TI-AL-+-D-A-TE--t-lN-IT-IA_L__,oRWN BY, RICHARD W. APEL PRO JECT NO. DRAWING NO. DATE PLAN PREPARED _8~2 .. 1~1 .. 2 .. 0 .. 2 __ 3________ CHCKD BY, LPC2D23-001 1 5 3 2L 1--~-- -REVISION DESCR IP TION 4 BY: R. W. APEL LANDSCAPE ARCHI I ECT S INC EN GINEER OF WORK OTHER APPROV.~L CITY APPPOVAL RICHAR D W APE L SOP 2023-0003 - 2ARLSBAD, C.A. 92008 -----f-----+---+---------- SHEET 6 OF 23 SHEETS .......... PEAK WATERING WINDOW CALCULATION FOR RECYCLED WATER IRRIGATION Project: LEGO LAND Fun Town Stage Renovation revised 8/21/2023 Parameters Used: -Yearly ETo: 44.0 inches/year (per Carlsbad Landscape Manual) -Peak Month Eto {August): 16% of Yearly Eta= 7_04 inches/month (derived from closest CIMIS Station #173 data, Torrey Pines) Peak Day Ho: 0.23 inches/day (7.04/30 days) Maximum Allowable Flow for POC: 200 GPM (POC "C'', 4" 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 IGPM) Type Hydrozone Factor (Pit Factor x Peak Day Eto) in/hr B-9-17 16 Bubblers MW 0.5 0.12 ( note 1) B-9-12 15 Spray MW 0.5 0.12 1.58 B-9-10 22 Rotary HW 0.8 0.18 1.58 B-9-8 9 Rotary HW 0.8 0.18 0.62 B-10-25 39 Rotary HW 0.8 0.18 0.62 B-10-26 40 Spray MW 0.5 0.12 0.62 B-10-27 37 Spray MW 0.5 0.12 1.58 B-10-29 43 Bubblers MW 0.5 0.12 (note 1) B-10-29.2 14 Bubblers MW 0.5 0.12 (note 1) Total Watering Time per Day {hours): Time Required to Apply Amount of Water Needed hours/day 0.05 0.07 0.12 0.30 0.30 0.19 0.07 0.05 0.05 1.19 Notes: Confirmed, watering time Is less than 8 hours 1. Precipit;ition rates for bubblers are not given by manufacturer. EXISTING RECYCLED WATER IRRIGATION MAINLINE, PROTECT IN PLACE. EXISTING MAINLINE AND VALVES HAVE BEEN MOVED AFTER 1999 AS-BUILT DWGS WERE PREPARED. LOCATION SHOWN IS DIAGRAMMATIC. VERIFY ACTUAL LOCATION IN FIELD. EXISTING VALVES SERVING OTHER AREAS. REFER TO AS-BUILT PLANS. EXISTING VALVE SERVING OTHER AREAS. USE EXISTING VALVE SERVING TREE BUBBLERS AT AMPHITHEATER (VERIFY IN FIELD) EXISTING VALVES SERVING OTHER AREAS. USE EXISTING VALVE TO SHRUBS@ ISLAND (VERIFY IN FIELD) EXISTING VALVE SERVING OTHER AREAS. EXISTING VALVE (LAWN) EXISTING VALVE SERVING OTHER AREAS. B-9-24 1-1 /2" 40 B-9-23 1-1/2" 39 I B-9-22 ~ -1,2" 1 40 I B-9-20 ~-1,2" 1 2a B-9-19 1" 1 7 B-9-18 1-1 /2" 49 B-9-17 1" 1 1s ·~_=:::::::::::---wo(xJ B-9-15 1" 3 B-9-14 1" 22 B-9-13 1-1/2" 33 B-9-12 1-1/2" 15 B-9-11 1" 7 B-9-9 1" 2 • • • • IRRIGATION PLAN (NEW WORK) CMWD INSPECTION REQUIRED THE CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) SHALL OBSERVE AND DOCUMENT NEW IRRIGATION VALVE INSTALLATION AND RE-PURPOSING OF EXISTING IRRIGATION VALVES. CONTRACTOR IS RESPONSIBLE TO CONTACT CMWD TO ARRANGE FO R INSPECTION. SCALE 1"= 10' N C8 I I I o/ I I I B-10-30? 1-1/2" 33 B-10-25? 1-1/2" 39 B-10-26? 1-1 /2" 40 EXISTING VALVE (SHRUBS) EXISTING VALVE (LAWN) \'\ ,,., . ./ / "'"-___ / / EXISTING VALVE (SHRUBS) / // IRRIGATION PRESSURE LOSS CALCULATIONS WORST HYDRAULIC CONDITION Valve No. B-9-8 (lawn rotary sprays) revised 8/21/23 * This project is a part of the larger LEG OLAND irrigation system. The control system will open multiple valves at same time up to the maximum allowable flow of 200 gpm for existing 4" mainline. Flow in PSI Quantity Unit Description G.P.M. (21 Gain/(Loss) 2 ea Existing 3" water meters at POC "C" (two ganged together) 200* -1.75 1 ea Existing 6" reduced pressure backflow preventer at POC "C" 200* -12.00 1 ea Existing 3" master valve & strainer at POC "C" w/ PRV set at 90 psi 200' -5.00 1 ea Existing flow sensor@ POC "C" 200* -2.00 1,286 If Existing 4" mainline, class 200 PVC 200* -11.06 1 ea 1-1/2" remote control valve #8-9-8 8.9 -0.24 4 If 1" PVC sch 40 lateral line 8.9 -0 .09 17 If 1" PVC sch 40 lateral line 6.99 -0 .23 12 If 1" PVC sch 40 latera l line 5.4 -0.12 6 If 3/4" PVC sch 40 lateral line 3.81 -0.20 1 If 3/4" PVC sch 40 lateral line 3.49 -0.02 2 If 3/4" PVC sch 40 lateral line 3.17 -0.02 10 If 1/2" PVC sch 40 lateral line 1.27 -0.18 14 If 1/2" PVC sch 40 lateral line 0.95 -0.07 EXISTING VALVE TO SHRUBS (VERIFY IN FIELD) 15 33 If lump ft 1/2" PVC sch 40 lateral line 0.32 -0.18 Pipe fitting loss (20% of pipe loss) -0.59 Pressure gain or (loss) due to elevation change@ 2.31 psi/foot 76.23 (Elevation at meter: 194. Elevation at sprinkler: 161.) I l ,/" .. , Total System Loss: 42.48 Minumum pressure required at sprinkler or drip emitter (PSI): 30.00 Minimum pressure required for operation (system loss+ sprinkler req't): 72.48 Static water pressure at meter: 95.00 Residual water pressure (minimum 10% required): 24% 22.52 Set pressure reducing valve at POC to: 90 psi Footnotes: (1) Static water pressure at meter provided by CMWD. Verify in field. (2) Water velocity in pipe not to exceed 5 feet per second. NOTE PROTECT ALL EXISTING LATERAL LINE PIPING IN PLACE. REROUTE ANY THAT MAY CONFLICT WITH NEW CONSTRUCTION PRIOR TO DEMOLITION AND GRADING. ALL EXISTING VALVE ZONES MUST REMAIN FUNCTIONAL DURING CONSTRUCTION. ------3 --- EXISTING HEADS TO REMAIN SHOWN SHADED (TYP.). VERIFY PROPER FUNCTIONING AND REPLACE OR REPAIR IF NEEDED. GENERAL NOTES: 1. ONLY POP-UP SPRINKLERS SHALL BE USED WITHIN TEN FEET ( l O') OF ANY HARDSCAPE, TURF OR WHERE PEDESTRIAN TRAFFIC MAY OCCUR. NO FIXED RISERS SHALL BE USED IN THESE AREAS. 2. NEW RECYCLED WATER IRR IGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCC ESSFUL COMPLETION OF CROSS CONNECTI ON TESTS AS PERFORMED BY CMWD AND DEHQ. FINAL CONNECTIONS TO THE EXISTING RECYCLED WATER IRRIATION MAINLINE ARE TO BE MADE ONLY AFTER APPROVAL BY CMWD AND DEHQ. r-w-Apel landscape architects 1 inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 1760) 943-0760 CA license #2825 E,pication Date: 9/30/2024 SUBMI TfALS / ISSUES DA TE DE SCRIPTION 4/', 3/2023 i st CITY & COU NTY PLAN CHECK 8/21/2023 2nd CITY & COUNTY PLAN CHECK 9/15/2023 3rd CITv & COUNTY FOR SIGNATURES A-::i:::iR OV ED FOR IRRI GAT ION AND PLAN-ING ONL v, INCLUDING PF/ECI SE LOCATION OF PI_AN TI NG AREA "AS BUil T" DATE REVIEWED 3Y INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 7 CITY OF CARLSBAD PLANNING DIVI SION 1------1------1------------- - ----l--------+---+----I------I PRIVATE ( ON SI TE) RECYC LED 1------1------1------------------i--------+---+----1------1 WA TER SYSTEM FOR: LEGOLAND FUN TOWN STAGE RENOVATION DEVE'_OPERS NAME: LEGOLAND CALiFORNIA RESORT 1 LEGO LAND DRIVE, CARLSBAD, CA 92008 IRRIGATION PLAN ADDRESS 1 LEGOLAND DRIVE APPROVED CARLSB AD, CA 92008 1/i6 !z~ TELEPHONE: (760) 918 5300 1----+----+-------------------+----l----+------1-----IPLANNING DA TE 1-----------~-----~-------1 f----------------------+-~=-+---+---------------------+------lf------l---f------lDRWN BY: RICHAR D W. APEL PROJEC T NO. DRAWING NO. DATE PLAN PREPARED: 8/21/202--'3_______ DA TE INITIA L DATE INITIAL DA TE INITIAL RE VISION DESCRIPTION CHCKD BY: LPC2023-0011 543 2L BY: R. W. APE L LANDSCAPE ARCHITE CTS INC ENGINEER OF WORK OTHER APPROVAL CITY APPRO VAL RICHARD W. APEL SOP 2023-0003 - SH EET 7 OF 23 SHEETS I I f f I I I I I I ' I f I I f I I f I I I r f I I I I I f ... I I f f 1/ / I I I I .. J ,., . -W:~5q • ' 1\ '·-__ S>, --··' • ' L271 •• I • I --· / / "-ir '· ·, "~ .. ·, '· EXISTING IRRIGATION SYSTEM AS-BUILT PLANS FOR REFERENCE ONLY THIS PLAN SHALL NOT TO BE USED FOR NEW CONSTRUCTION. • -"'j ~':.. , .. • -~ ~ '" # ' . .,, " " :,,!' • / , ,,:::_~,., / '" / v" ~,'' ·-· _,.,._,.,, ,c.,:, ,. ·' -... --_r; ,,{/ ________ ::.,, Ji . = ~- '-~ ... _,;~'-'-""'C...- . ....,..------------------_____ ..... ___ ~- ~--. -~ ',,, -. 8-10-30 ~ i-112~ • :i, ,.. . • •• ..,.... ·• ( ~- NORl'H EB 0 . ~•· r-i..r-, = Ill LEGOLAND GARL-'BAt> LEGOLAND Attraction Center, llllhmd 0 IIK-71N- Dl!NMAIIK +G1SJJ 11 NV-+G7111stSI- LEGOLAND Attraction Center, Wlndoor 0 n..n-auP 7 LAN lld .. Wlr C .__ro,Ull,IIAILU ... 170 6U4N V-+44 l?IJ 7ffM7,_ Rouoe Wyatt Auoclate• D A&ls1cd~nO.,.c...ltanla IOl4YM ...... Mtlll>Olt0odw .... OH4'111 IIJ HI NII V-SIJ DI 2'tl Pa HOK Studio E [] A.dlt ctef....,;, 1611 ______ CA_ JI04HIIIOV-Jll4HJN1Pa Sa1akl A11oclate1, Inc. ■ 1.a c pe"=o.W•a11a m,_,..,_. __ ,,. 61tlU'761Yolcl 61tN)l761 Pa Nolte and Anoclat ... , Inc. C a.1•q1:,_.. • •--------CAHIU '1 t 111 tD2 Volal ,1t 271 4121 Pa McGraw/Baldwin Arcbltecia An I I lltdto: • 701 ·---.... -CA.'2111 .. 111 6192111711 Y-'m 61tUI .UMP• [J Mal'tln lo Duon, Inc. [] ltructilll'III ... EW ... 7111 M-C:..,Ct,---CAHIN 61 f 4'12111-'" 4t7 042t "- R....,nberg + Alooclat... [] Hed ... I.■ t k:a1. ..._, ... C l•n• 1n,w.c:..-y1ML#l1H,1.oo.-......,CA- JIO 6411142:Vob Jle"'5 1161Pa ---- 2 A.'DUI I• I-.. -ff41.f1 FU1'TOWN Irrigation Plan IAI ti SJt.00 'AS BUILT' 1-1-'l'l DATE DA TE DRAW!NC NO. r-w-Apel landscape a rchitects lilC. 571 Hygeia Avenue, Unit. B Encinitas, CA 92024 (760) 943-0760 CA license #2825 E,pirotion Dak 9/30/2024 SUBMI TTALS / ISSUES DATE DESCRIPTION 4/13/2023 1st CITY & COUNTY PLAN CHECK 8/21/2023 2nd CITY & COUNTY PLAN CHECK 9/15/2023 3rd CITY & COUNTY FOR SIGNATURES APPR OVED FOR IRRI GATIO N AND PLAN TING ONLY, IN CLUD ING PRE CISE LOCA TION OF PLAN TING AREA "AS BU I LT" TITLE DATE REVIEWED BY: INSPEC TOR DATE •• ~ ,.,... ..... . 11',,, , ~ 33-2RA CARLSBAD MUNICIPAL WATER DISTRICT 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: _ L_E_GO_L_A_N_D_C_A_LI_FO_ R_N_I_A_R_E_S_O_R_T __ ADDRESS: 1 LEGOLAND DRIVE CMIW 94-201 SHEET 8 CITY OF CARLSBAD PLANNING DIVISION t====~====t=============================t====+====f====f===~ PR IVATE ( ON SI TE) RECYC LED WA TER SYSTEM FOR : LEGOLAND FUN TOWN STAGE RENOVATION 1 LEGOLAND DRIVE. CARLSBAD. CA 92008 EXISTING IRRIGATION SYSTEM AS-BUil T PLAN CARLSBAD, CA 92008 ~--_j---t------------------j---l--l--l-i=-==c:c"c.!c.J.l!-~.:.!:)L.¥f==c::...---- ---------------PLANNING TELEPHONE·. (760) 918-5300 APPROVED q/z.o {z:; DATE DATE PLAN PREPARED : ~8 /~2-1~/ _2o_2_3 ______ _ BY: R. W. APEL LANDSCAPE ARCHITECTS INC DATE INITIAL ENGINEER OF WORK DATE INITIAL OTHER APPROVAL REVI SION DESCR IPTION DATE INI TIAL DRWN BY: RI CHAR D W. APEL CHCKD BY: CITY APPROVA L RICHARD W APEL PROJECT NO. LPC 2023-001 1 SDP 2023-0003 DRAWING NO. 543-2L SHEET 8 OF 23 SHEETS LOW HEAD DRAINAGE NOTE• DRAINAGE 0~ IRRIGP..TION WATER THROUGH SPRINKLER H[f\OS WILL NOT 8E ALLOWED, ALL SPRINKLER HEADS HAVE BEEN SPECIFI::□ WITH BUILT -1.N ANTI-DRAIN DEVICES TO PREVENT LOW H[AD DRAINAGE HOWEVER, IF DURING THE COURSE OF CONSTRUCTION ANY SPRINKLER HEAD SHOWS SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. TH[ CONTRACTOR SHALL INSTALL A HUNTER HCV ANTI-DRAIN VALVE TO SPRINKLER HEAD RlS[R ASSEMBLY AS REQUIRED TO PREVENT LOW '7EA0 DRAINAGE ADDITION OF ANTI-DRAIN VALVES SHALL BE INCLUDED IN THE 91D PRICE WITHOUT ADD!TlONAL COST TO THE OWNER SPRAY HEAD NOZZLE INFORMATION WHEN INSTALUNG SPRINKLER HEADS USING RAINBIRO 1800 SERIES NOZZLES THAT REQUIRE ARC PATTERNS OTHER THAN THE STANDARD ARC PATTERNS (360 , 180 , 90 . ETC.) THE CONTRACTOR SHALL USE RA!N81RO VARIABLE ARC NOZZLES (VAN) IN LIEU OF STANDARD ARC NOZZLES RADIUS Of" VAN NOZZLES SHALL BE SELECT[O TO MATCH SITE CONDITIONS. EXAMPLE: USE 8-VAN WHEN 8 rnor RADIUS IS REOUIREO OR A 12-VAN WHEN A 12 FOOT RADIUS IS REQUIRED OBSTRUCTIONS WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INT[fff[RE WITH THE SPRAY PATTERN OF THE SPRINKLf:R HEADS SO AS TO PRE\l(NT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FlELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. All AOJUST!,A[NTS SHALL BE MADE Al NO AODIT!ONAL COST TO THE OWNER. (TYPICAL) POP-UP SPRINKLER HEADS JN ADDIT:ON TO THOSE POP-UP TYPE 'SPRINKLER HEADS SHOWN ON THE DRAWING, IT IS TH[ !NTENT OF THIS JRRIGATiON SYSTEM OESIGN THAT ANY SPRINKL[R HEAD WITHIN TEN (10) FEET OF ANY PEDESTRrAN OR VEHICULAR TRAF"FIC AREA SHALL BE A POP-UP HEAD SLEEVING NOTE• 1 FOR MAINLINE, L.ATESAL LINE, OR WIRING UNDER VEHICLE PAVING, USE PVC SCHEDULE 80 WITH JO" COVER. 2. FOR MA!NLIN!:.: OR W!RlNG UNDER PEDESTRIAN PAViNG, USE PVC SCHEDUL::. 40 W!Tf-1 18'' COVER J FOR LATERAL LINE Ut-lDER PEDESTRIAN PAVING, USE PVC SCHEDULE 40 W!TH l 2" COVER. 4. SLEEVES FOR I.AAINLJNE AND LATERAL LINE DiPING SHALL BE A MIN:MuM OF TWO TIMES THE DIAMETrn OF THE P!PE BEING INSTALl.ED WITHIN THE SLEEVE. .rnlNIMUM SLEEVE SIZE SHALL BE 2-1/2''. 5. CONTROL WIR':: 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 IRRIGATION SYSTEMS USING RECLAIMED WATER. NET AFIM EQUIPMENT SELECTION GUIDE FLGW TECH FILTER PRESSURE REGULATOR 3 TO 20 GPM !" SHORT PRV075HF4S 7 TO 40 Gflfj !'" LO~G PRV15045 ALL <;Lee~ss E,)(;eNO (,,'' EIE'iONO CURI'> AND ARe l"IARKeD IN t1 ~ AN ''J:" ' ~ ~------- AS-BU IL i LEGEND ML O MAINLINE LI G-1-\i POL.I! BC• 8ACK OF CUil"- oc. ,. ou1c1< C.OUPLE!l MANHOL& • IRRIGATION EQUIPMENT LEGEND SYMBOL [!,el • () (I) -N---· II, ■ MANUFACTURER MODEL N~J RAINBIRD ESP-SAT WILKINS 500hLR DATA INDUSTR'AL IR-220-F-' RAiNBIRD NELSON RAINBIRD NIBCO KING BROS. CRISPIN RAINBIRD WATTS FEBCO PEB·-PRS ·8 7645 PE8-PRS-8 T-113 ;C10A 44LRC 815-4 825 DESCRIPTION FIELD SATEWTE ASSEMBLY BY PACIFIC TECHNICAL SERVICES (PTS) -PEDESTAL MOUNTED IN STAINLESS STEEL CABINET -REFER TO IRRIGATION DRAWINGS FOR LOCATION, SIZE AND MOUNTING TYPE PRESSURE REDUCING VALVE WITH 10 TO 125 SPRING RANCE -USE BRONZE SCREWED 800'1' FOR Sli~ES 3" AND SMALLER -SIZE AND PRESSURE SETTING NOTED IRRIGATION MAINLINE ANO/OR WASHOOWN FLOW SENSOR. -SIZE NOTED - • INO:CATES FLOW SENSOR SIZE PRESSURE REGULATING ELECTRIC CONTROL VALVE -SIZE NOTED ... QUICK COUPLING VALVE WITH LOCKING PURPLE VINYL COVER FOR RECLAIMED WATER-1" SUBSURFACE E1~ECTRIC CONTROL VALVE ASSEMBLY WITH NETAFIM mPRV' SERIES REGULA TOR ANO NETAFIM "DF' SERIES DISC Fil TER -SIZE NOTED a•• SERIES GATE. VALVE WITH BRONZE CROSSHANOLE FOR VALVES 3" ANO SMALLER AND NIBCO P-619-RW SERIES RESIL.IENT SEAL CATE VALVE WITH 2·· OPERATING NUl FOR VALVES 4'' AND LARGER -LINE SIZE SERIES SWING C>-iECK VALVE -LINE SIZE AIR RELIEF VALVE -2'' QUICK COUPLING VALVE WITH LOCKING RUBBER COVER FOR WASHOOWNS USING DOMESTIC WATEi;: -1" EPOXY COATED, SOLENOID ACTUATED, NORMALLY OPEN, PRESSURE REDUCING MASTER VALVE W1TH FLANGED ENOS AND 10-125 PSI SPRING RANGE -SIZE NOTED REDUCED PRESSURf NPE BACKFLOW PREVENTER -SIZE NOTED !!ilLtl MASTER VALVE / BASKET ST?AINER ASSEMBLY WiTH 40 MESH STAINLESS STEEL SCREEN -REF(R TO STRAINER / PRESSURE REDUCING VALVE CJNSTRUCTlON DETAIL AND IRRIGATION SPECIFICATIONS FQ,~ ADDITIONAL INFORMATION -IRR -BURIED PRESSURE MAIN L1NE PlPING -USE PYC CLASS 200 WITH RING-TITE JrnNTS FOR SIZES 4" AND LARGER PVC CLASS 315 FOR SIZES 2'' THRU !t ANO PVC SCHEDULE 40 FOR SIZES 1 -1 /2" ANO SMALLER -SIZE NOTED -USE PURPLE COLOR PIP[ FOR IRF:;GATION LINES USING RECLAIM[f'I WATER -wo-BURIED PRESSURE MAtNLINE WASHOOWN P!PING -USE PVC CLASS 315 FOR SIZES 2" THRL: J" ANO PVC SCHEDULE 40 FOR SIZES t-1/2" ANO ':;MALLER -S!ZE NOT[:D -US£ WHIT[ COLOR PIPE FOR WASHDOWN LINES US1NG DOMESTIC WATER -DIR -DOMESTIC iRRIGATION WATER BURIED NON-PRESSURE LATfRAL LINE PIPING -USE PVC CLASS 200 FOR LATERAL LINE PIPING INSTALLED WITHIN PLANTING AREAS AND PVC SCHEDULE 40 FOR u,,TERAL LINE PIPING INSTALLED UNDER PAVED AREAS -SIZE NOTED - USE PURPl.E COLOR PIPE FCR IRRIGATION LINES USINC RECLAIMED WA!"ER -cc-COMMUNICATION CABLE & co~OUIT -t' PVC SCHEDULE 40 PROVIDED ANO INSTALLED BY IRRIGAT!ON CONTRACTOR. CONTROL WIRE SLEEVE UNDH1 PAVED AREA -SEE SLEEVING NOTES -SIZE NOTED -l!IB. PIPE SLEEVE FOR IRRtGATION f)iPING INSTALLED UNDER PAVH{G -SEE SLEEVING NOTES -SIZE NOTED -FS-FLOW SENSOR CABL': :N PVC SCHEDULE 40 CONDUIT -· 2" PVC SCHEDULE 40 PROVIDED AND INSTALLED BY IRRIGATION CONTRACTOR. -----IND;CATES ON-SITE RECLAIMEI) WATER DISTRIBUTION SYSTEM -SHOWN FOR INFORMATION ONLY -REFER TO NOLTE ASSOCIArES PARKWIO( SIT[ u rn.1TIES CIVIL ORAWINGS FOR ADDITIONAL INFORMATION NETAFIM SUBSURFACE SYSTEM --SUPPLY A~O EXHAUST H[AOS SHALL BE PVC CLASS 200 ANO SHALL 8[ INSTAl.LEC PERPENDICUi.AR TO CONTOUR:S -NETAFIM TE.CHUtJ( TUBING SHALL HAYE AN EMITTER SPACING OF 12" ON CENTER WITH A DISCHARGE RATE OF 'J2 GALLONS PER HOUR -TUBING SHALL BE INSTALLED PARALLEL TO CONTOURS WITH I 2'' TO 15" BETWEEN l UB!NG ROWS -TUBING SH.<\.L•~ BE INSTALLED 5" BELOW FINAL F!NISH GRADE -EACH NETAFIM MODEL AREA INSTALLATION S~'All INCLUDE ONE VACUUM REUEF VALVE AND ONE FLUSHING VALVE -REFER TO NETAFIM DETAILS AND [QUIPfl,[NT SEL[GT:ON GU1DE FOR ADDITIONAL 1fffORMAT!ON. ,---t-lND!CATES CCU LETTER DESIG,'<ATION ] ,----~tND'1CATES m:LD SATELLITE ; :.:cu CHANNEL NUMBER 1 • • • tND1CATES FIELD SATELLITE S1ATION NUMBER !NOiCATES FLOW IN C.P.:.1 I I I I iNO,CATES VALVE Si7.E ,---t-lNDICATES CCU LETTER D[SIGt~ATION. I r------INDICATES FiELG SATELLITE / CCU CHANNEL NUMBER 14 • • INDICATES F1£LD SATELLITE STATION NUMBER, I • I • INDICATES MASTER VALVE (MCV). INDICATES MASTER VALVE $!Zf ,---t~NDICATES CCU LETTER DESIG~JA7!0N. j INDICATES DECODER CHANN[L NUMBER 11 I I INDICATES DEVICE TYPE, FLOW SENSOR (FS) OR RAIN BUCKET (RB}, l.,-' a"---'-INDICATES PRESSURE REOUCl~IG VALVE ANO/OR PRESSURE REDUCING/BASKET STRAINER ASSEM8LY SIZE L!.• r+1NOICATES PRESSURE SETTING FOR PRESSURE REDUCING VALVE 1.l_f--:J_ -r-lNOICATES SHEET # WHERE CONSTRUCTION NOTES ARE LOCATED I L..J--,--,-iNDICATES CONSTRUCTION NOTE NUMBER * * * THE IRRIGATION CONTRACTOR SHALL ADJUST EACH PRESSURE REGULATING MODULE AT EACH ELECTRIC CONTROL VALVE SO THAT THE SPRINKLER HEAD FARTHEST ANO HtGHEST IN ELEVATION FROM ITS RESPECTIVE ELECTRIC CONTROL VALVE OPERATES WllHIN THE OPERATING PRESSURE SHOWN ON THE IRRIGAT!ON LEGEND NOT TO EXCEED FIVE (5) P.S.I. ABOVE THE GIVEN OPERATING PRESSURE. PCS SELECTION CHART DESCR!PTION FLAT SPRAY LOW ANGLE SPRAY 15° TRAJECTORY STD. ANGLE SPRAY 30~ TRAJECTORY STREAI, BUBBcER MODEL GPM COLOR BF-FLT 8H-FLT BT-FLT 80-FL T 10F-LA 10H-LA 101-LA 100-LA 12F 1210 12TT I2H 12 r 120 5F--8 5H-8 50-8 5CST-8 PCS-020 PCS-030 PCS-040 0,2 0,3 0.4 Brown j' s· 2'' 5" 12" 12" Silver 3' (160, 4' 4'-5' 4" 6" +18" +18" Orange 6» Bub. 4'-6' 5' t8' 1' Bub 5' 7' +10· PCS-060 0,5 Black 2' Bub. 7' +8' 1' 8:;b. 12" 4' PCS-090 0,9 White +18" PCS-I25 1.23 Green 5' 5' 30" l'lrlEN RADIUS Of SPRINKLER HEADS, REQUIRED fOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR s,,ALL EQUIP SPRINKLER HEAD WITH A RA!N B,RD "PCS" PRESSURE COMPENSATING SCREEN FOR LOW FLCW ANO RADIUS CONTROL. SELECT SCREEN ON CHART ,\BOVE FOR PROPER RADIUS PCS·· t 75 1,75 Yellow +8' +10' EXISTING IRRIGATION SYSTEM AS-BUILT 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 LEGOLA'1D SYMBOL MANUFACfoRER MODEL NO. OESCRIPilON NOZZLE FMDIUS G.P.M P.S.1. PATTERN .. • .. C, 0 • m > 0 • "' <1 'i' D V 'v ti! w " " ct, • 0 © T-4-SAM-FC T-4-SAM-PC T-4-SAM-PC 1-4-SAM-FC l-4-SAM-PC r-4-SAM-PC T-4-SM,1-FC T-4-SAM-PC T-4-SAM-PC T-4-SAM-FC T -4-SAM-PC T-4-SAM-PC 1-4-SAM-Fr. 1-4-SAM-PC 1 ··4--SAM-PC T-4-SAM-FC T-4-SAM-PC f-4-SAM-PC T-4-SAM-FC T-4-SAM-PC T-4-SAM-PC 1-4-SAM-FC T-4-SAM-PC T-4-SAM-FC 1-4-SAM-PC T-4-SAM-PC T->1-SAM-DC T-4-SAM-PC T-12-SAM-FC T-12-SAM-PC T-12-SAM-PC T-\2-SAM-FC T-12-SAM-PC T-12-SAM-PC T-t 2-SAM--FC T-\2-SAM-PC T-\2-SAM·-PC T-12-SAM-PC T-12-SAM-PC T-l 2-SAM-PC T-12-SAM-PC T-12-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-PJ~S 1812·-SAM-PRS 1806-SAM-PRS 1806-SM,4-0RS 1806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 1806-SA!,A-PfE 1806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS \806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 1806-SAM-PRS 1804 ·-SAM-PRS 1804-SAM-PRS PA-BS-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 PA-8S-PRS PA-85-?RS PA--8S--PRS 1401 (2 REQ'C) 1402 (2 REO'C) 4" POP-UP LAWN ROTOR 4"POP-UP Sl-iRUB ROTOR C ' 12"POP-UP ROTOR H[AD l I I j I I 12''POP-UP SPRAY HEAD l 6"POP·-UP SPRAY HEAD ,\''POP-UP SPRAY HEAD .l J. SHRUB SPRA'f I TREEWELL BUBBLER l .J. T -· 22-2.0/PCS 1··22-l.O/PCS T-22-.65/PCS T-22-2.0 T-22-1,0 i-22-.65 T-30-1\.0/PCS T-<30~·2.0/PCS T-30-1.0/PCS 1-30-4.0 T-30-2.0 T-J0-1.0 T-40-6.0 RC T-40-3.0 RC T-40-2.0 RC T-40-6.0 RC T-40-3.0 RC T-40-2.0 RC r-3o-s.o T-J0-2.5 T-J0-1.J T-J0-4.0/PCS T-30-2.0/PCS T-22-2.5 T-22--1.3 T-22-.65 T-22-•1,,J/PCS T-22-,65/PCS T-40-6.0 RC T-40-3.0 RC T··•W-2.0 RC 1-30-5.0 T-30-2.S T-30-1.J T-30-4.0/PCS T-30-2.0/PCS :-22-2.s r-22-1.J T-22-0.65 T-22-2.0/PCS T-22-1.0/PCS 1-22-.65/PCS U-15F U-15H U--1 SQ I 2f 12H 120 1 OF -U,, 1 OH-LA 100-LA 8F-FL: 8H·-FLT 80-FL T J-l5F U-15H !J-15Q I 2F 12H : 20 10F-;_A I CH-:.A i 00-LA 8F-Fl.T BH-ru 80-FLT 15-SST 15-(ST 5csr-B 50-8 W/PCS-0.20 u-,s~· U-15H U-150 12F 12H 120 10F-LA 1 OH-LA 100-LA BF -FLT 8H-FL1 80-FLf i 7• FT I 7• 17• 22• 22• 22• 25• 25• 25• ,o, 30• 30• 35• 35• 35• 35• ,o, ,o, 30• 25• 25• 22• 22• 22• I 7 • i 7• I 7• 15 15 IS ,2 ... 12 .. \2u 10 .. 1 O•• 10 .. •·· 15 15 12•• 12•• , 2 .. 10 .. ,o .. 10 .. "" ... Bu 1 J• • 13 .. , .. 12 IN,.- 15 15 15 12u 12u 12 .. 10 .. 1 O•• !Ou 1.8 45 1.0 45 0.6 45 2.6 45 1.J 45 0.6 '15 3. 75 45 2,0 45 LO 45 5.30 45 2.6 45 i .3 45 7. 1 45 18 45 2.5 45 7, 1 45 3.8 45 2.6 45 5.5 45 2.9 45 !.J 45 J. 75 45 2.0 45 2.6 45 l.3 45 0.5 45 1.0 45 .06 45 7, 1 45 3.8 45 2.6 45 5.5 45 2.9 45 1.3 45 J.75 45 2.0 45 2.6 45 1.3 45 0.6 45 t.8 45 1,0 43 06 45 3 7 30 1,9 30 0 9 30 2.6 JO 1,3 30 0.7 30 1.6 30 0.8 JO 0 4 30 1 6 30 0.8 30 0 4 30 3,7 19 0.9 2.6 u 0 7 1.6 0 8 04 16 08 0 4 10 1,0 0.4 0.2 3.8 19 09 2.6 u 0,7 1,6 0,8 0.4 1,6 0.8 0.4 0.5 1.0 JO 30 30 30 JO 30 30 30 30 30 30 JO 30 30 JO 30 30 30 30 30 30 30 30 30 30 30 30 30 30 JO ADJUST RADIUS or C[AR ROTOR AND ST RE.AM RO TUR SPR<NKLERS FOR HEAD-TO-HEAD COVERAGE. FULL CIRCLE HALF QTR. FULL HAL' QTR. FULL HAL' OTR FULL HALF QTR. FULL HALF QTR. FULL HALF Q1R FULL 1-lALF QTR. FULL HALF FULL HALF OlR HALF HALF FULL HALF CTR. FULL HALF QTR. FULL HAL• FULL HALF QTR. ruu. HALF' QTR. FULL HAL> om. FULL HALF QTR, FULL HALF OTR. FULL HAU.- QTR. FULL HALF QTR. FUL-. HALF OTR. FULL HALF OTR. FULL HALF QTR. SID[ STRIP ENO STRIP CENTER STRIP FLOOD FULL CIRCLE HALF QTR. FULL HALF OTR. FULL HALF QTR. FULL HALF QTR. FLOOD i FLOOD .... WHEN f~ADIUS C'f RAiNSiRO 1800 SER!ES SPf{AY HEADS REQUIRED ~"OR PROPER COVERAGE :5 LESS THAN RADIUS S!-IOW\' ON L[G;::~D, TH[ CONTRACTOR SHALL EQUIP Tl-tE SPRINKLER HEAD WITH A RAIN BiRO "DCS" PRESSUR[ CQf)PENSATING SCRErn rn~ i"LOW A,'ID RADIUS CONTRCL SELECT SCREEN ON PCS NOZZLE SCREEN SELECTION CHART r-oR APPROPRIATC: RADIUS, C.ARL-'BAD LEGOLAND Atlraclion Center, Billund DK-71ta lllllund DENMARK +41 15 ll 11 U Voice +◄ I 71 35 lt le Fax LEGOLAND Attraction Center, Windsor , ThamM lulldlnc, Alma ""-Wlndtor a.tmhiN. UK. IUILU +44 1713 ,24400voac. +<M ITJl 1966'7 Fu Rouse Wyatt A,,ociales AUi action Dellp Canaultantl !Otol VIM ltriMt. Sutt. 1300, Cincinnati, OH 45102 SU JII IOH V._Sll JII 16'1 Fu: HOK Studio E -"'-IHI 26th -Suko HG, --CA ,0404 l1041l0100Volce ll041JZOS2Fu Sw,aki Associates, Inc, '-"' ....... Co ......... 703 .,_ .....,_. /lood Ito. 170 "' 60J 6761 Vok41 61t tGJ 6761 Fu Nolte and Associates, Inc. Ori &nPieertna M6t ltMmr VIiia Road, Sutte JOS, San Dfeto, CA tl I lJ 41t 271 tJfl Volu •it 171441' Fu: McGraw/Baldwin Architects A II I I t I ~ 101 ■-s.1to200,s..oie..,.CAnIOI,110I tit 2Jl 0791 Yob 61t 111 ON Fu: Mortin & Dunn, Inc. --.. -.. 7N I Mllalon Cent.r Ct, #400 San O1-,o, CA fl IOI 6lt"Tt111VoQ 61t497042'fu: Rosenberg + A,sociales Jr4echanlcal. II~ fllti.tmt,Jn, Cqn,utw.nb JUJ W,c:.nturylll¥d.#lO50, Lo, An-CA 9004> Jl06450141Voke ll064S IIUFu ,,,:n-.:,. ·•• ,.,,.,,. >I '"•• ._ • ., """·'"" ,.. •• , •", ,,, ... ,.,., r , .,,,.., 1.•.r,-L.o1 JQO> .,. ,_.,.., .,,. .. ,(00 .. ,,,,., ,,, ... ,, ,. •• ,, • .,. ,,,, 10,_,,. -·· '" , '""'•-""' ,no •O'U• , • ., ••• ,nlo•~••o• 000,.-e, se•~~ '"•" •o, oo ••0"00'ed ~ "''"'" ., ~ ..,,, ... "'''""'" , ••••• ,, ...... , ,..., ....... •··•· •• , ..... ,. ••• ,, (>,;), ,,n ,;,., ...... .,~ luue No. Du lption t7•2l-t7 PARKWIDE Irrigation Legends and Notes N.T.S SAi 61539.0G ~·-•• ID i Dl'Wllrint Numlaet- P-~ "f O O :20" L267 ■ r-w-Apel landscape architects lilC. 571 Hygeia Avenue, Unit B Encinitas, CA. 92024 (760) 943-0760 CA license #282.S Expiration Date: 9/30/2024 SUBMITTALS / ISSUES DATE DESCRIPTION 4/13/2023 1st CITY & COUNTY PLAN CHECK 8/21/2023 2nd CITY & COUNTY PLAN CHECK 9/15/2023 3rd CITY & COUNTY FOR SIGNATURES 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[Li" 41o.~!!A,:l b~ 4:-b~- RCE ______ [xP ------·····-Utl r[ REV!El,,IE D BY IRRIGATION AND INCLUDING APPROVED FOR PLANTING ONLY, PRECISE LOCATION AREA OF PLANTING INSP(CTOR DAI[ <dP ~---.---+--.31!_1+-.. _,,,. ___ .:rM ___ 1 _ ~---+---+---+---+---ll SHJET I CITY OF CARLSBAD 1r·s""'J" I -'-t PLANNING DEPARTMENT Let& t--+--+--------------+---,f---,'--t----1 :=,.===.==,o=ATC:-,oc"N=ccPL=A;_:::6::::ro:::Cc=O=l=A=N=V::::::::c::':;=r,=/sccb=a=d-'==~ •• -~ INNER PARK -·--,---t---------------t--+---+--j!----j (lvlUT SIV6) "AS BUILT" TITLE DATE REVIEWED BY: d.d. Pagano, Inc. !--_-_--+, 1----.-_-_+.-.. -.. -.-.. -.. ----.--------------------------------------------1--------➔1::_------1--------➔1::_-----::.i-J r,'°P"P"'e"ovc~o=,================·7 ,----,.·--i----------------+--+---+--+--l -~~---·~-~---~--,· ----t 1RRIGAllON CONSULTANTS ◄10~ U,Sl C,W,!AAN .0.\/[~UE CR"-'Kil' -CA 92fi6'i ~-~· r---·t-,,---------------+--t--+--t--; ASST. PLANNING DIRECTOR [_)(PIRES • DA lE _J INSPECTOR DATE (71•) 77:-9100 rAx {71'1) 111-'ilJl -,.-,,-~ITIA~ Lu. ' o,m l"l1M1. om INITIAL DWN BY: . ~ 11 PROJECT NO. II OR AWING NO CNCl .... EER or WORK f~EVISION OESCRIPi"ION OfHtR APPROVAL OTY .-.PPROVAl ~~~ ~~; -------.11 CT 94-09-03 I! .JJ.J-2R. CMWTJ ,94-201 CARLSBAD MUNICIPAL WATER DISTRICT SHEET 9 CITY OF CARLSBAD PLANNING DIVISION PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: LEGOLAND FUN TOWN STAGE RENOVATION DEVELOPERS NAME: LEGOLAND CALIFORNIA RESORT 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 EXISTING IRRIGATION SYSTEM AS-BUILT LEGEND ------------------ 1 LEGOLAND DRIVE ADDRESS: 1---+---f------------------t----t----i----,-, APPROVED a. ,,, I ( J cARLsaAo. cA 92008 ,.,-.J r H : qfi,, lz:~ 1----e---l------------------t---+---+----t----i PLANNING v DA TE TELE PH ONE: (760) 918-5300 1-----------"'"T"------,--------, l----------------,------------lf-=~+==+--------------------j-;:~::-i-;;-;;c;:;~1;:;-;-;:;c-1 ;;:;;:;;-:;;-1 DRWN BY: RiCHARD W. APEL PROJECT NO. DRAWING NO. I /2023 DATE INITIAL OATE INITIAL DATE INITIAL DATE PLAN PREPARED: ~8 _2_1~--------REVISION DESCRIPTION CHCKD BY LPC2D23·0011 543-2L BY: R. W. APEL LANDSCAPE ARCHITECTS INC ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RICHARD W. APEL SDP2023·00D3 SHEET OF 23 SHEETS 11 PLAN 6 MIN., 12" MAX. i l"IN TURFAREAS, I 2" IN SHRUB AREAS~ ,_._ • •1--F.3 .a J~~ iTT Tfi.~I 'i':=ffi-"I ! 1==[]t'Tl,, 1 • --! ICC:! I1=c1 1=:1 j::__ I ==l[ =-'I I-_.,' ' i:;"Jf= t ;=I J--U=L-"' I ·-I I~1-WFT 1fAl_;id =-1-~' - _i "j!E,____l_j_i,j"'-' lijl' - ,:1=1:,=!::: 2 LEGEND I. 10" ROUND VALVE BOX WITH PURPLE BOLT-DOWN COVER -HEAT BRAND "QCV' ON VAL VE BOX COVER IN 2" HIGH LETTERS. 2. FINISH GRADE. 3. 3/4" CRUSHED ROCK. 6" MINIMUM DEPTH. 4. BRASS NIPPLE. [LENGTH AS REQUIRED). 1" IN TURF AREAS. -~ , I [:'cl 11°=1 I 1=T I"=III -,,:1:r=01 - 5. BRASS 90 DEGREE ELL. 2" IN SHRUB AREAS. 6. MAINLINE PIPING. 12 6 SECTION ' ·=:1 -;· ·, I NOTE: DO NOT OVER TIGHTEN BRASS NIPPLE INTO QUICK COUPLING VALVE. USE TEFLON TAPE ON ALL MALE PIPE THREADS. CHECK FOR LEAKS. QUICK COUPLER VALVES SHALL BE OF A TYP E APPROVED FOR RECYC LED WATER USE. 7. MAINLINE FITTING. 8. BRASS 90 DEGREE STRE ET ELL. 9. BRASS NIPPLE -6" LO NG. I 0. SIGNATURE CONTROL SYSTEMS 7 645 QU ICK COUPLING VALVE WITH REVERSE ACME THREADS AND LAVENDER LO CKING COVER , FOR USE WITH RECYC LED WATER. 11 . WALK OR CURB. 12. PVC SxT SCHEDULE 4090° ELBOW. QUICK COUPLING VALVE FOR RECYCLED WATER No Scale 1 I 12 6 SECTION PLAN 6" MIN , I 2" MAX. 2 I" IN TUR F AREAS, 2" IN SHRUB AREAS~ ~ j faf•,\'·.J,., .,, )~,,._ u: 3 1::,_ !='=Fl= ---=I I=, I =·- NOTE: DO NOT OVER TIGHTEN BRASS NIPPLE INTO QUICK COUPLING VALVE. USE TEFLON TAPE ON ALL MALE PIPE THREADS. CHECK FOR LEAKS. LEGEND 1. 10" ROUND VALVE BOX WITH GREEN BOLT-DOWN COVER -HEAT BRAND "QCV" ON VALVE BOX COVER IN 2" HIGH LETTERS. 2. FINISH GRADE. 3. 3/4" CRUSHED ROC K. 6" MINIMUM DEPTH. 4. BRASS NIPPLE. (LENGTH AS REQU IRED). 5. BRASS 90 DEGREE ELL. 6. MAINLINE PIPING. 7. MAINLINE FITTING. 8, BRASS 90 DEGREE STREET ELL. 9. BRASS NIPPLE -6" LONG. 10. RAIN BIRD 44 LRC QUICK COUPLING VAVLE FOR POTABLE WATER. 11. WA LK OR CUR B. 12, PVC SxT SCHE DU LE 40 90° ELBOW. r ~ QUICK COUPLING VALVE FOR POTABLE WATER 6 .,_ ____________________________ _ '" ~ No Scale STEP I STEP 2 STEP 3 STEP 4 STEP 5 LOCKING- " FINGERS " ---\~-~ TUBE COVER LEGEND STRIP BOTH WIRES. TWIST STRAND AROUND RIG ID STRAND OVER HA LF THE LENGTH OF STRIPPED WIRES. FO LD THE OTHER HALF OF THE RIG ID STRAND OVER TW ISTED STRAND AS SHOWN. INSERT THE TWISTED SPLICE INTO THE "Y" ELECTRICA L SPR ING CONNECTION AND TWIST OVER WIRE STRANDS IN A CLOCKWISE DIRECTION. INSERT THE CONNECTOR INTO TH E GEL-F ILLED DIRECT BURY SPLICE KIT. PUSH PAST THE LO CKING FINGERS TO SECURE CONNECTOR INSIDE TU BE. POSITION ALL THE WIRES THROUGH TH E DEDICATED INSULATOR CHANNELS AND SNAP IN SULATOR TU BE COVER CLOSED. 0 3M DBY-6 / DBR-6 WIRE CONNECTOR 7--------- No Scale LEGEND: PLAN VIEW GV I. IO" ROUND VALVE BOX, GREEN COLOR ON POTA BLE WATER SYSTEMS, OR PURPLE COLOR ON RECYCLED WATER SYSTEMS, WIT H BOLT DOWN COVER. HEAT BRAND "GV" ON LID IN 2" HIGH CH ARACTERS. 2. FINISH GRADE. 3. BRONZ E GA TE VAL VE, TYPE PER LEGEND. 4. 6" PVC SC H. 40 EXTENS ION-LENGTH AS REQUIRED. 5. 3/4" CRUSHED ROCK -8" DEPTH. 6. COMMON BR ICK -(2 REQUIRED). 7. 2" CLEAR SPACE . 8. PVC SCHEDULE 80 SLIP COMPANION FLANGE WITH GASKET. SAME SIZE AS GATE VALV E. (TYP.) 9. STAINLESS STEEL NUTS AND BOLTS. [TYP.) I 0. PVC PRESSURE MAINLINE PIPE. 11 . "RECYC LED WATER TA G" PER SPECIFI CATIONS (IF RECYCLED WATE R SYSTEM). BRONZE GATE VALVE/ ISOLATION VALVE (4" AND LARGER) No Scale 2 ,____, PLAN SECTIO N NOTE: USE TEFLON TAPE ON ALL MALE PIPE THR EADS. LEGEND I. "WILKINS" PRESSURE REDUCING VAL VE. SEE LEGE ND FOR ADDITIONAL INFO RMATION. 3. FINISH GRA DE. • 1 •· IN TURF AREAS 2" IN SHRUB AREAS. 7. TO IRRIG ATION SYS TEM. 8. COMMON BRICK (4 REQUIRED ). 4. PV C PIPE FROM POINT OF CONNECTION. 2. GREEN (US E PURPLE FOR RECYCLED WATER SYSTEMS) RECTANGULAR IRRIGATION VALVE BOX WITH BOLT DOWN COVER. HEAT BRAND "PR V" ON LID IN 2" HIGH CH ARACTERS. 5. PV C SxS COUPLI NG . 6. 12' LON G SC HEDULE 80 TOE NIPPLE . (TY PICA L) 9. 3/4" CRUSHED ROCK 8'' DEEP. I 0. 2" CLEAR SPACE. 4 ~--------0 PRESSURE REGULATING VALVE No Scale NOTE: ~--------FINISHED GRADE IN TURF AREAS ------ 12 INCH x 17 INCH PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER. USE STA INLESS STEEL BOLT. NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "PB" O NTO LID . ~----SEAL CONDUIT ENDS WITH SPRAY FOAM !\\\.---\\-------LOW VOLTAGE CONTROL WIRE COIL, 24 INCHES MINIMUM "---BRICK SUPPORTS AT EACH CORNER --::::::==J--CONDUIT, IF SPECIFIED '----------LANDSCAPE FABRI C ~----------3/4 INCH DIAMETER ROCK, 6 INCHES DEEP SECTION VIEW -N.T.S . 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 0 CONTROL WIRE PULL BOX 1 ------------No Scale PLAN VIEW BV ----;CD 4 SECTION 6 2 PVC BALL VALVE (3" AND SMALLER) \. ~ No Scale - i------- r- ' >- LEGEND: I. IO" ROUND IRR IGATION VALVE BOX, GREEN COLOR ON POTABLE WATER SYSTEMS, OR PURPLE ON RECYCLED WATER SYSTEMS, WITH BOLT DOWN COVER. HEAT BRA ND "B V" ON LID IN 2" HIGH CHARA CTERS. 2. FINISH GRADE. 3. LASCO "SLO-CLOSE" SOCKET X SOCKET SCH. 80 BALL VA LVE. 4. 3/4" CRUSHED ROCK -8" MI NIMUM DEPTH. 5. COMMON BRICK [2 REQUIR ED). 6. 2" CLEA RA NCE. 7. PVC MAIN LINE PIPE. CARLSB AD fAUNICIPAL WATER DISTR IC T DEVELOPERS Ni\ME. LEGOL.~ND CA.LIFORNIA RESORT . -·-,-- - - ADDR ESS: 1 LEGOU\ND DR IVE ·----' --· ----CAR cSBAD, CA 92008 I TEI_EPHONE (760) 918-5300 8/21/2023 CATE INITIAL DATE l:\IT!A.L_ DATE DATE PLAN PRE PARED ... -·--- ·~ ·· ··-- 1-\IT'A.L DIS iRICT UIGl l·IEER 0.ATE BY: R w. APEL Lf'.ND SCA.P;:: A.R CHIT'.::CTS INC EN GINEER C,=-VVORK RE\/ISIC\ DE sc,~ PTIC N OTHER APPROV,\L CITY APPRo··,/A.L X SUB~IITTALS I ISSU t:..S ---- DA TE J:::SCRIPTIQ~ 4/13/2023 l st CITY & COUN TY PLAN CHECK - ---- 8/21/2023 2nd CI TY & COUN TY PLAN CHECK 9/15/2023 3rd CITY & COIJ>FY FOR Slcf-iA T'JRES - APPR CJ\/E D FCR '~r<n l''' TION i, ~ 10 ,H., A.\I D PLAN TIN G ON LY, IN C,_UCI NC PR ECIS E LOCATION CJF PLANTING AF<EA '' ;,.. c-f-\ :J BU ILT" Tl !LE DA TE R EVIEWED BY ----·· ------INSP ECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SH[!::T CITY OF CARLSBAD 10 PL.DJ~N,NG :J I\/I SIO\! PRIVATE (ON SITE ) RECYClE D WA TER SYSTEM FOR: LEGOLAND FUN TOWN STAGE RENOVATION 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 IRRIGATION DETAILS AP PROV~ d{_ )- tt/20/z}_ .. -PLANN ING I DATE OR 'NN BY Ri CHAR D \~/. APEL PR OJE CT Nr, v. DR/\'•NING NO. CH CK0 DY: LPC 2023-0011 543-2L RI CHt,RD 'N ~PEL SOP 2023-0003 SHEET 10 OF 23 SHEETS ~------,. QR,---. Ai FROX.&' FOTAel E ~ LN:----H ~-Ml::IER~IIVMl::11:Jii: 2-4' .. It)' MN"lM TO FOTAel E MAN.It£ IN 6ifid::EI ~CYCI ED IIIAlcR ~TION MAINLt£ UV 51.EEVE ----1 NOTE: ~ICAL Cl..EARAtU Cf 12' MIN8111 16 M,6NDATORr IHN CIUeMi PATM Cf A PCJ'Ael F IU41cR LINE. ~tAI I A~ Cf ~CYCI ED IIIAlcR ~TION MAINLINE 2-4' FRa'1 FACE Cf 61DEUW.K IULL FROV1DE TI-E NECE56l~ "1 1-!0RT~AL ~ I ADM r'Of Ael F l"IAINLINE IN 61fid::ET. RECYCLED WATER PRESSURE MAINLINE CROSSING 5 ~--------0 POTABLE WATER SERVICE AT STREET No Scale / STREET SURFACE I TOTAL OF 20' MINIMUM . EXTEND 10' MINIMUM '-9 "' ON EITHER SIDE z~ iO ; [ct ;:' ID ', CONSTANT PRESSURE RECYCLED WATER LINE NOTES: EXTEND 10' MINIMUM ¢_ ON EITHER SIDE POTABLE WATER LINE l r' SLEEVE 2X PIPE SIZE 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 6 ~--------© POTABLE WATER LINE No Scale • ' • ' '" / 7 7 ~ ' 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 I CUBIC FOOT OF 2,000 PSI CONCRETE. : ~ -._, 7~--------0 THRUST BLOCK DETAILS No Scale °' °' w->w oo Uz w w n.. w -V, n.. - I 6 I , I 7 °' w-> w Oo Uz ww n.. w -V, n.. -• 6" 6 7 ev----r-OJI--+------{ 8 MIN. SEPARATION ,.__ ______ _ POTABLE WATER PIPING LEGEND: I. RECYCLED WATER NON-PRESSURE LATERA L LINE PIPING. 2. RECYCLED WATER CONSTANT PRESSURE MAINLINE PIPING. 3. ANY POTABLE WATER LINE (I.E., FOR IRRIGATION, DOMESTIC, OR OTHER USE). PER AGENCY REQU IREMENTS 4. CONTROL WIRE BUNDLE AT SIDE OF PRESSURE MAINLINE. TAPE EVERY 10 FEET. 8. PROVIDE THE MINIMUM DISTANCE OF HORIZONTAL SEPARATION BETWEEN PIPE FACES OF ANY POTABLE WATER LINE AND ANY RECYCL ED WATER CONSTANT PRESSURE WATER LINE PIPE AS PER THE MOST CURRENT REQUIREMENTS OF THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONM ENTAL HEALTH AND QUA LITY. REFER TO THE RECYCLED WATER GENERA L NOTES ON THE RECYCLED WATER SYSTEM TITLE SHEET FOR MINIMUM REQUIRED DISTANCE. 5. PROVIDE CLEAN BACKFILL 2" UNDER AND 4" AROUND PIPE. 6. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQ'TS. 9. TWO LAYERS OF RECYCLED WATER WARNIN G TAPE OVER TOP OF RW MAINLINE. 7. FINISH GRADE. 'NOTE: MINIMUM PIPE COVER BACKFILL DEPTHS FROM FINISH GRADE TO TOP OF PIPE: 36" FOR PIPE SIZES 6" AND LARG ER. 24" FOR PIPE SIZES 3" AND 4". 18" FOR PIPE SIZES 2 l /2" AND SMALL ER. TRENCHING FOR RECYCLED WATER IRRIGATION PIPING No Scale 5 I I LEGEND: I. NON-PRESSURE LATERAL LI NE PIPING . 2. PRESSURE MAIN LINE PIPING. w -3. CONTROL WIRES -TAPE AND BUNDLE EVERY 10 FEET. INSTALL AT SIDE OF PRESSURE MAIN LINE (NOT UNDER). >w Oo Uz w w n.. w -V, n.. - * L__, ·-....:.....:.4_ ..... ....:.-~J 6" ' ' 4. PROVIDE CLEAN BACKFILL MIN. 2" UNDER AND 4" AROUND SIDES AND TOP OF PIPE. 5. SEE IRRIGATIO N SPECI FICATIONS FOR TRENCH BACKFILL AND COMPACTION REQUIREMENTS. 6. FINISH GRADE. I 1 o=4--0 :/ i. _/ L~--® 1 : 0 • NOTE: MINIMUM PIPE COVER BACKFILL DEPTHS FROM FIN ISH GRADE TO TOP OF PIPE: -24" FOR PIPE SIZES 3" AND LARGER. -18" FOR PIPE SIZES 2 I /2" AND SMALLER. TRENCHING FOR POTABLE WATER IRRIGATION PIPING No Scale CARLSBAD 1vl U NI C IP AL W.A TER DISTRICT DE \/EI __ ODERS \JAME LEGOLAND CAL!FORNIA A.DC RESS 1 LEGOLAND DRIVE CARLS3,~D. ,--' ~K 92008 RESORT 14 ..-- <( LEGEND: I. ELECTRIC REMOTE CONTRO L VA L VE. 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 STAT ION NUM BER 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. 6. PVC PIPE TO SPRINKLERS. ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEGREE FITTINGS. 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. I 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. '1~.,_.1R_R_1_G_A_T_1o_N_R_EM_o_T_E_c_o_N_T_R_O_L_v_A_L_v_E_(s_P_R_A_Y_S_Y_s_T_E_M_S_) ___ _ \. .J No Scale 12" t-7 NOT FOR USE ON DRIP SYSTEMS I. CIRCULAR VALVE BOX. 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC. 3. I2" x 18" RECTANGU LAR VALVE BOX. 4. 20" x 30" RECTANGULAR VALVE BOX. NOTES: A. CEN TER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE ASSEMBLY. B. SET TOP OF VALV E BOXES 2" MAXIMUM ABOVE FINISH GRADE IN SHRUB AREAS. SET I" 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 . r-w-Apel landscape architects inc. 57 I. Hygeia Avenue, Unir. B Encinitas, CA 92024 (760) 943-0760 CA license #2825 SUBM ITTA LS I ISSUES D. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO EDGES. DATE DESCRIPTION PLAN VIEW 2 E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION. 4/13/2023 8/21/2023 -~~········- 9/15/2023 ____ ;, ..... ----- 1st CITY ' 21d C'TY 3rci CITY & COUNTY PLAN CHECK & COUNTY .:o __ A.N CHEC K & COUNTY FOR SIGNA.TUR~S - ~ TYPICAL VALVE BOX LAYOUT 0-------No Scale ,App ::;::JV ED FO~~ IRRI G;,ll, TO N L_N D PL.AI\TII\G r.N1 y \ I , 1 _. ,_ ' NCL UD ING PRECISE l_OC,LTICN CF PLAN TING AREA ,, .~s r,l I I' , " d -' L I TITLE DP,-E RE\IIEVv'E 1] BY: INSPEC TOR DATE CARLSBAD MUNICIPAL WATER DISTRICT Sf-'EET CITY OF CARLSBAD 1 1 PLANNl~G DIVISION ·-PR l\/1\TE (ON SITE ) REC YCLED WA TER SYSTEM FOR : LEGOLAND FUN TOWN STAGE RENOVATION 1 LEGOLAND DRIVE, CARLSBAD , CA 92008 "--··--··-IRRIGATION DETAILS ----APPROVED~ IJ/~ ') ~/J.-oh-~-. ---·-- TELEPH ON E: (760) 918· 5300 PLANN ING V DA.TE --·-DRWN BY RICHARD APEL PR O,JECT NO. DRAWING NO . 8/21/2023 DA TE IN ITIAL DA TE INITIAL DA TE INITIAL W. DATE PLAN PREPA RED: _, REVI SI ON DESCRIPTION CH CKD BY· LPC 2023-00 11 543-2L DISTRIC T ENGINEER DATE BY: R. VI/. APEL LAN DSCA PE .A RC HITE CTS INC ENGINEER OF WORK OTHER APPf!0VAL CITY APPROVAL RICHARD w AP EL SOP 2023-0003 X SrEET 11 OF 23 s~EETS LEGEND: I . SHRUB NOZZLE, TYP E PER IRR IGATION LEGEND. 12" 7 'TOP OF N SHALL BE I 2" ABOVE FINISH GRADE IN ROU NDCOVER AREAS . 2. j" PL ASTIC NOZZLE ADAPTOR, COMP WITH NOZZ LE TYPE . 3. HUNTER HCV CHECK VA SEE NOTE BELOW). 1" EADED PVC SCHED ULE 80 NIPPLE - ENGTH AS REQUIRED . j" PVC MxF THREADED 90 DEGREE ELL. 7. j" MAR LEX MxF THREADED 90 DEGREE ELL. 8. PVC SxSxTTEE OR ELBOW AT LATERAL LIN E CONNECTION. 9. WALL, FENCE, ETC. CONTRACTOR SHALL INST ALL ANTI-DRAIN VALVES WHERE NEEDED AT ANY SPR INKLER HEAD SHOWING SIGNS OF DRA INI NG AFTER THE IRRIGA !ION SYSTEM HAS SHUT DOWN. INST ALLA !ION OF ANTI -DRAIN VALVES SHALL BE INCLUDED IN TH E CONTRACTOR'S PRICE. 0 1--s_H_R_u_B_H_E_A_D_o_N_F_1x_E_D_P_v_c_R_1s_E_R _________ _ No Scale 3 8 SECTION 2 ' DOWN SLOPE FOR 36" & 48" BOXED TREES -USE 2 SPRINK LERS PER TREE, FOR 60" AND LARGER BOXED TREES -USE 4 SPRIN KLERS PER TREE. 5 PLAN VIEW LEGEND: I. TREE. 2. 6" POP-UP SPRINKLER WITH NOZZLE AS SPEC IFIED ON IRRIGATION LEGEND. NUMBER OF HEADS REQU IRED IS BASED ON TREE SIZE (SEE ABOVE). REFER TO IRRIGATION LEGEND FOR ADDITIONAL INFORMATION. 3. TREE ROOTB ALL. 4. FINISH GRADE . 5. PVC TEE OR ELL AT LATERAL LINE CONNECION. 6. PVC LA TERAL LINE PIPE. 7. TRIPLE SWING JOINT ASSEMB LY PER 6" POP-UP SPRINKLER HEAD DETAIL. 8. EDGE OF TREE PLANT PIT. SET SP RIN KLER AT EDG E OF PLANTING PIT. r -, SUPPLEMENTAL TREE IRRIGATION DETAIL (ABOVE GROUND) 6 .... ----------------------"-~ No Scale 4' DIA . NOS# 13 ROUND PLASTIC DRA IN GRATE [GREEN) WITH PIPE ADAPTER. SET FLUSH WITH FINISH GRADE. PLANT PIT BA CKF ILL BUBBLER NOZZLE ON RISER CENTERED INSIDE 4" SLEEVE. ---=--..-<"-TiTTF=rTn=~•Ff-='=-~,;--,-X=c=--r---FINISH GRADE 111 1-=-fflj;;~l==l--==1 --1 1 I I 1111 I !~-frf ~ I I \ 1111 1.11 .1 '1 / '1-:-1 I /2' X 12" SCH. 80 PVC NIPPLE ----------f---c"----:---,,---"..-f-~----'-'----ljt.-1 / 1111'==--- 4" PERFORATED PVC DRAIN PIPE ---------11~-~~c__- ~~~-+------II I I! 1- 1 I WRAPPED IN FILTER FAB RIC / =I 111 11 , 1/2' SCH.80 PVC NIPPLE -----------,(+" -. -~~--':c---':c-c__--+-~ I I I I I /2' PVC 90 ELL ----------,,-.!-"·,---:.-"-.;__-'-'---_..;c_--'-1-------11 1 i ni u I I /T MAR LEX 90 ELL ----------f---'~-"--:--'-'.,---..,.,.,-,''--:-f---..._ I /2' PVC NIPPLE ------------1-.,--~..,---,-..,-..,--✓ I . I .. • I /2" MAR LEX 90 ELL ---------f----,------,---.,.,,.,......._: I I LATERA L SUPPLY LINE I SERVICE TEE DRILL HOLE IN PERF. PIPE TO I j 0 1 0 i r-, , I 7;, ' TOP OF BUBBLER ---'!.--- BOTTOM OF PLA NTING HOLE ~::EE~V:~RT::L:TIO--N-P-IP_E _______ __,/ ~ - PERFORATED PIPE TO EXT END TO BOTTOM OF PLANTING HOLE 0 TREE DEEP WATERING DETAIL 7 ---------No Scale 6 5 7 6 6 LEGE ND I. 12" POP-UP SPRINKLER HEAD. 2 PAVEMENT EDGE OR CURB. 3. FI NISH GRA DE. 4. PVC LA TERAL LIN E PIPE. 5. PVC SxSxT TEE. 6. MxF THREADED MARLE X 90 DEGREE ELL. 7. PVC SC HEDULE 80 NI PPL E -12" LONG. * I" IN TURF AR EAS, 3" IN SHRUB AREAS. NOTES: USE TEFLON TAPE ON ALL PIPE THREADS. SET TOP OF SPR INKLER HEAD l /4 " ABOVE FINISH GRADE IN TU RF AREAS, AND I" ABOVE FINISH GRADE IN SHRUB/GROUNDCOVER/MULCHED AR EAS. 3 ---------0 12" POP-UP SPRINKLER HEAD No Scale 6 0 6" POP-UP 4-- No Scale 6 7 6 5 4 SPRINKLER HEAD 2 NOTES: LEGEND: I . 6" POP-UP SPRAY HEAD. 2. PAVEMENT EDGE OR CURB. 3. FINISH GRADE . 4. PVC LATERAL LINE PIPE. 5. PVC SxSxT TEE. 6. MxF TH REA DED MARLEX 90 DEGREE ELL. 7. PVC SCHEDULE 80 NIPPLE - l2"LONG. * I" IN TURF AREAS, 3" IN SHRUB AREAS. USE TEFLON TAPE ON ALL PIPE THR EADS. SET TOP OF SPRINKLER HEAD l /4" ABOVE FI NISH GRADE IN TURF AREAS, AN D I" ABOVE FINISH GRADE IN SH RUB/GROUNDCOVER/MU LCHED AREAS. CARLSB AD HIJN !CIPfa.L V/,A TER DISTRI CT DEVE LOPER S N M✓,E. LEGOLA\J C CALIFOR N,A .A DDRESS: 1 LEGJL,\Nll JRIVE C.~RL S8AD. CA 92008 RECYCLED WATER WARNING SIGN SHALL BE APPROVED BY THE CARLSBAD MUNICIPAL WATER DISTR ICT. THERE SHALL BE ONE SIGN LOCATED AT THE SITE ENTRANCE AND ONE AT THE SITE EXIT AND VISIBLE TO THE PUBLIC. SE E IRRIGA !ION PLAN FOR SIGN LOCA !IONS. 24" 12" RECYCLED WATER DO NOT DRINK METAL SIGN PANEL. SIGN GRAPHICS SHALL BE PER THE CARLS BAD MUNICIPAL WA TER DISTRICT'S TYP ICAL RECYC LED WATER SIGN DETAIL (SEE SHEET 2). USE 18 X 18 SIGN DETAIL. THE SIGN SHALL BE MOUNTED TO THE POST WITH VANDAL PROOF HARDWARE. >---- ----2'" DIA. GALVANIZED STEEL PIPE POST WITH TOP END CAP. ALTERN ATE: 4X4 PRESSU RE TREATED WO OD POST. 1 -------0 RECYCLED WATER WARNING SIGN No Scale RV PLAN SECTION © PRESSURE RELIEF VALVE No Scale -- --- -- - - RESOR - ----- -------- -' LEG END I. 10" PLASTIC ROU ND 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. PR ESSURE RELIEF VALVE. 3. PVC ELL. 4. PVC TxT COUPLING. 5. PVC SCHEDU LE 80 NIPPLE. 6. PVC Txl 90 DEGREE ELL. 7. TEE AT CONNECTION TO MAINLINE. 8. 3/4" CRUSHED ROCK, 8'" DEEP. 9. FINISH GRAD E. 10. COMMON BRICK (4 REQ"D.J. I --- - --- ----·---- . ----· ' . (~c ,•) 918-5300 I ' TELEPHON E /CU DATE PLAN PREPARED: 8/2 1/2023 DA TE INITI AL DATE IN ITIAL DArE INITIAL DISTRICT ENGINEER DATE R w. APEi LA.NDSC.A PE ARCHI TEC TS INC ENGINEER OF WORK REVISION DESCRIPTI ON BY: OTHER APPROVAL CITY APPROVAL r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760 ) 943-0760 CA license #282 5 Expiration Date: 9/30/2024 SU BMITTALS I ISSUES DATE DESCRIPTION 4/13/2023 I st CITY & COU NTY PI_AN CHECK 8/21/2023 2nd CITY & COUNTY PLAN CH::CK - ---···-··---- 9 /' 5/2023 3rd CITY & COUNTY FCcl SIGNA TU?ES --·---------······-·- -·-·--·-·-- .AP PRO\/:':D FJR IR RIG.ATI ON /\ND IJL_AN TING ONL.. Y ' ll°\CU~DI NG PR EC ISE L..OCA.TI0 1N ~F-u FL.AN Ti NG AR EA "Ac-. ~l BUil T" Tl .LE DATE REViFV/ED B Y: INSPECTOR DATE CARLSBAD MUN ICIPAL WATE R DISTRICT SHEET CITY OF CARLSBAD 12 PLM,N :NG J'VISIO~ PRIVATE (ON SITE) RECYC I_ED WATER SYSTEM FOR LEGOLAND FUN TOWN STAGE RENOVATION 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 IRRIGATION DETAILS APP:<OVE"J ~ ;ye;_ ) . "'Lz.olP PLA.NN!tlG DA TE CRWN BY: RICHAR D w APE L PROJEC T NO. DRAWING NO . CHCKD BY: LPC 2023-0011 543-2L RICHAR D w. APE L SOP 2023-0003 SHEE T 12 Cf-23 Sci ,ETS IRRIGATION SYSTEM SPECIFICATIONS PART I • GENERAL 1.1 GENERAL CONDITI ONS A. The requirements of the "General Conditions of the Contract" and of Section 32 0500 General Requirement for Landscape Architectural sha ll apply to all work of this Section with the same force and effect as though repeated in full herein. 1.2 DESCR IPTION A. Scope of Work: Provide al\ labor, materials, transportation. and services necessary to furnish and install the Irrigation System as shown on th e Drawings and described herein. 1.3 QUALITY ASSURANCE & REQUIREMENTS A. Qualifications: The Contractor and its on-site job superintendent shall hove 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: Th e Contractor shall secure the required licenses and permits, ma ke payments of charges and fees required, give required notices to public au thorities and verify permits secured or arrangements made by others affecting the work of this section. c Manufac turer's Directions: Manufacturer's directions and de tailed drawings shall be followed in all cases where the manufacturers of articles used in this Contract furnish directions covering points not shown in the Drawings and Specifications. D, Ordinances and Regulations: l . Comply with all local, municipal ond state laws, rules ond regulations, 2. Conform to applicable provisions of the latest editions of the Unitorm 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 lows, 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 al l work of this Section with the same force and effect as though repeated in fu ll 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, workmanshi p, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provision s of th ese Specifications and Drawings shall take precedence, E. Explanation of Drawings: l. Due to the scale of the Drawings, it is not possible to indicale all offsets, fittings, sleeves, etc,, which may be req uired, Th e Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnis hing such fittings, etc., as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of th e work to be insta lled. The work sha ll 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 call ed for on the Drawings by notes or details shall be furnis hed and installed whether or not specifically mentioned in the Specifications. 3. The Contractor sha ll not wil lfully install the irrigation system as shown on the Drawings when it is obvious in the field that obstructions, grade differences, or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Owner's Authorized Representative. In the event this notifi cation is not performed, the Contractor shal l assume full responsibility for any revision necessary. F, Reference specification and standards: I. ASTM: DI 784 Rigid Poly (Vinyl Ch loride) Compounds and Chlorinated Poly (Vinyl Ch loride) Compounds. 2, ASTM: DI 785 Po ly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80 and CL200. 3, ASTM: F44I Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe, Schedules 40, 80 and CL200. 4. ASTM: D2464 Threaded Po ly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Sc hedule 80. 5. ASTM: F437 Threaded Poly (Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 80, 6, ASTM: D2466 Socket-Type Poly (Vin yl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40, 7, ASTM: F438 Socke t-Type Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 40, 8, ASTM: F2564 Solvent Cements far Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings. 9, ASTM: F493 Solvent Cements for Chlorinated Poly (Vinyl Chloride) (CPVC) Plasti c Pipe and Fittings, 10, The latest edition of the City of Carlsbad, Standard Plans and Specifications. G, Protection of Work and Materials I. Contractor shal l protect its work and work of others for the duration ot 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 shal l be the Contrac tor'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 irrigati on systems shall be kept in operation at all times. If th e existing sys tem 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 that the lines can be cleared of all dirt and foreign matter. H. Correction of Work L I, 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. Materials l . Use only new materials of brands and types noted on the Drawings, specified herein. 1.4 SUBMITT ALS A, Material List: l. The Contractor shall furni sh th e articles, equipment, materials, or processes specified by name in the Drawings and Specifications. No substitution will be allowed w ithout prior written approval by the Owner's Authorized Representative. 2. Complete material list shall be submitted prior to performing any work. Material lis t sha ll 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 NumberDescription I .Pacific PlasticsMain line piping per Specification PVC Class 315 with solvent welded joints for sizes 2" to 2-1 /2" and PVC Schedule 40 with solvent welded for sizes I -I /2" and smaller.2,Paige Electric Irrigation 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 Birdl806-SAM-PRS6" pop-up spray head with Rain Bird "MPR" nozzles,5.Etc.Etc.Etc.4. Irriga tion submittal must be specific and complete with a full description of product use, All items mus t be listed and should include solvent/primer, wire, wire connecto rs, valve boxes, etc. No copies of manufacturer's literature (catalog cuts) are required as submittal in formation. 5. The Contractor may submit substitutions for equipment and materials listed on th e Irrigation Drawings by followin g procedures as outlined in Section I ,07 of the Irrigation Specifications, 6. Equipment or materials insta lled or furnished without prior approval of the Owner's Authorized Re presentative 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 producls apparently rneet the requirements of the Drawings and Specifications on the basis of the information or sam ples submitted, 8. Manufacturer's worr□nti es shall not relieve the Contractor of his liability under the guarantee, Such warranties shall only supplement the guorontee. B. "As-Built" Record Drawings: 1. At the final walk through and before the start of plant establishment, the Contractor shall provide a complete set of irriga tion red lined "as-built" record d rawings to the Landscape Architect/ Irrigation Consultant of record for review and approval. 2. After review and approval of th e red lined set of "as-built" record drawings, the Contractor's "as-built" informati on 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 sha ll include the following: a. The Contractor shall provide and keep up-t o-date a complete record set of plain paper prints which shall be corrected daily, showing changes trom the original Drawings and Specifications and shall show the ins talled locations, sizes , and kinds ot equipment. Prints for this purpose may be obtained from the Owner's Authorized Representative. Th is set of drawings shall be kept on the site and shall be used only as a record set. b, Th ese irrigation red lined "as-built" record drawings sha ll also serve as work progress sheets and shall be the basis for measurement and payment for work completed, These drawin gs sha ll be available at all times for review by th e Landsca pe Architect / Irrigation Consulta nt and shall be kept in a location designated by the Owner's Authorized Represen tative. c. The Contractor shall daily make neat and legib le red li ned notations on the record drawing progress sheets as the work proceeds, showing the work as ac tually installed. For example, should a piece of equipment be installed in a location that does not match the pion, the Contractor must indicate the equipment that has been relocated in a graphic manner. The relocated equipment symbol shal l match the original symbols as indicated in the irrigation legend, The relocated equipment and dimensions wi ll then be transferred to th e original record drawing plan at the proper time, d Th e Contractor shall accurately record on one (I) set of record drawings all changes to the work constituting departures from the original a pproved drawings, including but not limited to work by Change Order, clarifications made via letters of Instruction, and Req uests for Informa tion. The changes and dimensions shall be recorded in a legible and workmanlike manner to the sa tisfaction of the Landscape Architect/ Irrigation Consultant, e. The Contractor shall dimension from two (2) permanent points of reference, such as bu il ding corners, sidewalk edges, road intersections, etc,, the location of the following items: l) Connection to existing water lines. 2) Connection to existing electrical power, 3) Gate valves, 4) Routing of pressure mainlines (dimension max, I 00' along routing and at each change of direction). 5) Electric control valves. 6) Routing of control wiring and flow sensor coble. 7) Quick coupling valves, 8) Other re lated equip ment as directed by the Owner's Authorized Representative. sing, 4. In the event the Contractor provided redlined "as-built" information is mis incomplete, is not legible, or does not fit within the drawing parameters w in formation is being transferred to the Landscape Architect/ Irrigation Co the Owner retains the right to employ a third porty to survey the as-built W Contractor and prepare the intormation. The Contractor shall be li able to the Owner for the full cost of the third party as-built preparer's fee. The Co shall fully cooperate with the third party by showing, staking or otherwise i to him the required as-built in formation in the field, 5, All dimensioning shown on drawin gs shall be minimum I/ I (}inch in height reduced to minimum controller chort size of 11" x 17", The "record drawin show the locations, sizes and depths of all items listed above and any oth equipment as directed by the Owner, hen the nsu ltant, ork of the reimburse ntractor ndicoting when gs" shall er related f black-line 6. The Contractor's as-built record drawing submittal shall include two sets o or color bond prints along with one high resolution digital scanned file in . format provided on thumb drive or by digital download, When complete prints and digital files shall be submitted to the Landscape Architect/ lrrig Consultant who will use the information to prepare the final as-built record in AutoCAD format for submitta l, review and approval by the City and Ow Contractor shall tu rnover the items to the Landscape Architedg_Q<:1_ Owne final acceptance of the irrigation system by the Owner. The City requires submittal and approval of the as-built recorddrawings prior to release of tif file d, the ation drawings ner. r grior to th e Securities. c. Controller Charts: I, Once the final as-built record drawings have been completed by the Lan Architect, he will turn over the drawing to the Contractor to prepore cont charts. dscape ro ller 1.5 1,6 D, E, F. 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 sha ll be 11 " X 17" in size or other approved size and shall be prepared in AutoCAD format in the same manner as record dra wings. The legend sheet will be required as a part of th e controlle r chart submittal, however the detail sheets wi ll not be required. c, The charts are to be a reduced drawing of th e actual installed system, However, in the event the controller sequence is not legible when the drawing is reduced, it shall be en larged to a size that will be readable when reduced, All dimensioning shown on the controller chart sha ll be minimum 1/10-inch in size. d. The chart shall be a plain paper print. A ditterent 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 IO mils with one-half inch ( I /2") of the laminated plastic extending beyond the edge of the controller chart and shall have rounded corners, Provide two (2) charts for each controller. f. When completed the charts shall be submitted to the Landscape Architect who shall tu rn over the charts to the Owner prior to final acceptance of the irrigation system by the Owner. Include the controller chorts in Au toCAD and PDF formats files as part of the record drawing CD-ROM, Opera tion and Maintenance Manuals: I. Prepare and deliver to th e Owner's Authorized Represe ntative within ten ( l 0) calendar days prior to completion of construction, two (2) hard-cover, three-ring binders containing the following information: a. Index sheet which states Contractor's name, address, and telephone number, ond which lists each installed equipment ond material item, including names and addresses of manufacturers' local representati ves. b. Catalog a nd ports sheets on every material and equipment item installed under this Contract. c, Complete operating and maintenance in structions on all major equipmen t. d. Guarantee statement. e. Manufacturer/Distributor installation certification letter for each controller installed under this contract. f. Completed CMWD irrigation ''Approval'' forms for water us age. g. Completed Irrigation Guarantee Statement. h. Acceptance document signed by Owner's authorized represe ntative. 2. In addition to the above-mentioned maintenance manuals, provide the Owner's maintenance personnel with instructions for major equipment and show evidence in writing to the Owner's Authorized Representative prior to start ot landscape maintenance that this service has been rendered. Contractor Furnished Equipment: I, Supply as a part of this contract the following: a. Operation and maintenance manuals. b. Irrigation controller certification letter frorn an Au thorized WeatherTRAK ET-PRO 3-C weather based irri gation controller Distributor for eoch controller installed under this contract. c. Two (2) keys for each irrigation controller, ct. One 11) set of special tools required for removin g, disassembling and adjusting each type of sprinkler and valve supplied on this project. e, A minimum of one (I) five-foot key for operation ot gate valves. Provide one (I) key for each type ot operating device (2" operating nut, cross handle, etc.), f Two 12) quick coupler keys and matching hose swivel tor each type of quick coupling valve installed. g. Irrigation controller manuals. h, Color-coded controller chorts laminated between 2 pieces of IO mil plastic Provide two charts for each irrigation controller. 1. Two plain paper copies of record drawing irrigation plans. j. Completed Irrig ation 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. Reter to "TURNOVER, AND ACC EPTANCE FORM" portion of these specifications for additional intorrnation. Checklist: I. Provide the Owner with th e tallowing 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 dote, C, Pressu re line tests: By who approved and date. d, Manufacturer's warranties, If required: Recipient and date. e. Written guorantee: Rec ipient ond date. f. Lowering of heads in lawn areas: If not complete, so sta te and include anticipated completion date. g, Install anti-drain valve protection as required to prevent low head drainage. PRODUCT DELIVER Y, STORAGE, AND HANDLIN G A. Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care in handling, loading, unloading, and storing PVC pipe and fittings. PVC pipe shall be transported in a vehicle, which a llows the length of pipe to lie flat so as not to subject it to undue bending or a concentra ted external load at any point. Any section of pipe th at has been dented or damaged will be discarded, and it installed, shall be replaced with new piping. QUALi FiCA !ION OF IRRIGATION PERSONNEL A. Contractor and on site field superintendent shall have the following minimum qualifications: I. Not less 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 WeotherTRAK 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 f/U ~I ICIPA.L W/, fER D:STRICT DEVE ·OPERS NAM E: LEGO'_AN D C1\LI FO~NI A RESC?T ~.D D RESS: I L~GOL,L.,I\D CRIV:: CAclLSB;l,D, Ci, 92008 TE LEPHONE (760) 918,,5300 DATE PLAN PR EP ARED : 8/21/2023 DISTRI CT ENGIN EER DATE BY: R w ,APEL LANDSC.APE ARCH ITECTS INC 4, Provide at least one person who can speak, read and write English, This person shall be present at 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 recommen ded 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 th e following information to the Owner's Authorized Representative for review: 1. Provide a statement indicating the reason for making the substitution. Use a separate sheet of paper tor each item to be substituted, 2, Provide descriptive catalog literature, performance charts and fl ow charts for each item to be substituted. 3. Provide the amount ot cost savings if the substituted item is approved, B. The Owner's Authorized Representative sha ll have the sole responsibility in accepting or rejecting any substitu ted item as an 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, oil 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 tiled with the Owner prior to acceptance of the irrigation system. 8, A copy of the guarantee form shall be included in the operations ond maintenance manual. C The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the following informa tion: 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, unusua l 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 re pairing or replacing of such defects at no additional costs to the Owner. We shall make such repairs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice, In the event of our fail ure to make such repairs or replacements within a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to have sa id repairs or replacements made at our expense and we will pay the costs and charges th eretore upon demand. PROJECT NAME: PROJECT LOCATION: __________ _ SIGNED BY: _______________ _ CONTRACTOR'S ADDRESS: ----------- CONTRACTOR'S PHON E NO,: DATE OF ACCEPTANCE: ------------ I. IO TURNOVER TO OWNER The following checklist, tu rn over and acceptance forms shall be re-typed onto the Contra ctor's letterhead. The form shall be completed by the contractor and sha ll contain th e all of the in for mation shown on t11is sample checklist form and turned over to the Owner prior to start of maintenance: TUR NOVER AND ACCEPT ANCE FORM PRO JECT NAME: _________ ______ _ PROJECT LOCA TION: ------ TURNOV ER ITEMS: □ Operation and maintenance manuals. □ Irrigation controller certification letter from the Authorized WeatherTRAK ET-PRO 3-C Distributor for each controller installed under this contract, □ □ □ □ □ D □ □ □ Two (2) keys for each irrigation controller, One (I) set of special tools required for removing, disassembling and adjusting each type of sprinkler and valve. A minimum of one (I) 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 va lve. Irrigation controller manuals. Two copies of 11" x 17" color-coded controller charts laminated between two (2) pieces ot IO mil plastic for o total of 20 mil thickness • Provide two charts for each controller, Two se ts of plain paper copy prints of irrigation record drawings, One (I) digital file on CD-ROM of the irrigation record drawings and controller charts in AutoCAD and PDF format. Completed Irrigation Guarantee Statement. DELIVERED BY: ACCEPT ED BY: Na me of Contractor Name of Owner Contractor's Authorized Representative Owner's Au th orized Representive Signature Signature Date of Deliverance to Owner Dote of Acceptance by Owner ,_ ' ···- ' ' I I --··- " DATE INITIAL DATE INITIAL EN GINEER OF WORK RE\/1S!ON DESCR IP TION OTHER .i\PPIWVAL DATE INITIAL CITY APPROVAL r-w-Apel landscape architects lilC. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 SUBM ITTALS I ISSUES DATE DESCRIPTION -·- ··--------··--··--·-··-·-- 4/13/2023 1st CITY & COUN TY PLAN CHECK ---·-···---···--·--·······---·-· 8/21 /L023 2nd C:TY & COUN-Y "-A~ C>1ECK ----··-····- 9/15/202.) 3rd CITY & COUNTY =-o; SIGNA TURES ~-·---····---···- AcJPR O\/ED FOR IR::Z GATICN ;\'~ D PL,ANT!NG ONL v, IN CL UC NG PREC ISE LOCATION OF PLANTING AREA "A· C ' _:J BUi l T" T TLE D1-\ T':: RC:\/IEWED BY INSP ECTOR DATE CARLSB AD MUN ICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 13 F)LANNIN G DIVIScO N PRIVATE (ONSITE ) RECYCLED WATER SYSTEl'vl FOR : LEGOLAND FUN TOWN STAGE RENOVATION 1 LEGOLAND DRIVE, CARLSBAD , CA 92008 IRRIGATION SPECIFICATIONS Af'PROVED A rJ!,., I "' fio, /z, ., , ., --······ PL A1~NINC u DA TE DRWN BY, RICHARD W. APEL PROJECT NO , DRAWING NO. CHCKD BY: LPG 2023-00 11 543-2L RICHARD W. APEL SDP 2023-0003 SHEET 13 OF 23 SHEC:TS 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 irrigation systems 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 gasketed bell and spigot connections for size 4 in. and larger. The insertion mark shall be visible to show proper depth into spigot. Thrust blocks shall be installed in accord with manufacturer's recommendations. a. Fittings including but not limited to bends, reducers, plugs and the opposite side of tee branches shall be bell end ductile iron fittings for PVC pipe. b. Fittings shall be manufactured of ductile iron, grade 70-55-05 in accord with ASTM A536. Fittings shall have deep bell push-on joints with gaskets meeting ASTM F477. Fittings shall be HARCO DEEP BELL as manufactured by The Harrington Corporation of Lynchburg, VA, Tel: (804) 845-7094, or approved equal by Leemco. c. Thrust blacks shall 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 tees, elbows, 45's, crosses, reducers. plugs, caps and valves. Contractor shall be responsible to ensure stability of all thrust blacks. 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 D 1784. 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 line 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 shall be made from NSF approved Type I, Grade I PVC compound conforming to ASTM resin specification D 1785. 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 the manufacturer. 8. PVC pipe must bear the following markings: a. Manufacturer's name b. Nominal pipe size c. Schedule or class d. Pressure rating in P .S.I. e. NSF (Nationol Sanitation Foundation) approval f. Dote 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 for irrigation system carrying potable water) I. Non-pressure buried lateral line piping shall be Schedule 40 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 1784. 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 this section (2.01 C), all requirements for non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure main line pipe and fittings as set forth in section 2.01 B of these Specifications. D. 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 I, grade I as manufactured by Pacific Plastics, in accordance with ASTM designation D-1785 and shall be of nominal schedule 40 pipe classifications. 2. UVR fittings shall be PVC 1120, type I. grade I. as manufactured by Dura, in accordance with ASTM designation D-2246. schedule 40 socket type, the dimension conforming to and intended for use with IPS outside diameter schedule 40 pipe. 3. Test values of the UVR material are to continue to meet or exceed these values during accelerated ultraviolet exposure test period of no less than 2500 hours in an approved weather-a-meter and by the approved test methods as set forth by ASTM designation G-23, type D, or G-53. 4. Solvent cement and primers for PVC solvent-weld pipe and fittings installed on grade shall be of type and installation methods prescribed by the manufacturer. 5. For anchor details of pipe, see the installation details. 6. Provide Recycled water warning labels for all on-grade pipe and risers as required by water district. A. F G. H. I. J. K. L. M. Brass Pipe and Fittings: l. Where indicated on the Drawings, use red brass threaded pipe conforming to Federal Specification #WW-P-351. 2. Fittings shall be red brass conforming to Federal Specification #WW-P-460. Copper Pipe and Fittings: I. Pipe: Type K. hard tempered 2. Fittings: wrought copper, solder joint type 3. Joints shall be soldered with silver solder, 45% silver, 15% copper, 16% zinc, 24% cadmium, solidus at 11250 F. and liquidus at 11450 F. Galvanized Pipe and Fittings: I. Where indicated on the Drawings, use galvanized steel pipe ASA Schedule 40 mild steel threaded pipe. 2. Fittings 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. Ball Valves/ Gate Valves I. Ball valves 3" and smaller installed on irrigation mainlines shall meet the following requirements: g.Manual ball valves shall be PVC w/EPDM 0-Rings and socket end connectors. h, Manual ball valves shall have thermoplastic gear driven operating nut rotates 360° to achieve a 90° turn of the ball. i. Manual boll valves shall be Losco Slo-Close full block true union ball valves. 2. Gate Valve valves 4" and larger shall meet the following requirements: a. Cast Iron body tor IPS PVC push-on ends with stainless steel stem and 2" operating nut. b. lPS PVC push-on valves shall utilize Harco gaskets and shall be interchangeable with Harco fittings. c. Rubber encapsulated ductile iron wedge with full diameter water way. d. Valves shall meet or exceed AWWA C-509 and shall be epoxy coated inside and out meeting or exceeding AWWA C-550. e. Gate valves 4" and larger -Use Nibco #P-619-RW iron resilient wedge gate valves. 3. Gate valves shall be installed per installation details. Quick Coupling Valve: I. Quick coupling valves shall have a brass. two-piece body designed for working pressure of 150 P.S.I. 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type shall be as shown on the Drawings. 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 master valve, water meter and flow sensor with reed switch register output. 2. Master valves shall be used for recycled water 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 stainless steel screen. 4. Assemblies shall be flanged with stainless steel nuts and bolts. 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 manufacturers installation guide for additional information. Secondary Master Valve/ Basket Strainer Assembly I. The master valve assembly includes a master valve, basket strainer and two (2) isolation valves. The final installation 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. Master 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 Watts 97FB-CSSIB or Keckley Style SSGFV with 150# flanged stainless steel body and 40 mesh stainless steel or approved equal. Refer to plans tor specific product specification. 5. Isolation ball valves I" to 3" shall be Losco Slo-Close full block true union PVC ball valves. 6. Install entire assembly within a Carson Model #24 series deep plastic vault and plastic bolt-down cover as follows: Assembly Size 2'' Model No. 2448 Inside Vault Size (LxWxD) 51" X 27"x 30" Backflow Prevention Unit: (For irrigation systems using potable water) I. Backflow prevention unit (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 #777M I or approved equal. 3. Pressure main line piping between the point of connection and the backflow 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 tor approval prior to construction. 4. Final location and exact positioning of the backflow preventer shall be approved by the Owner's authorized representatives prior to installation. Failure to obtain approval may result in relocation of backtlow preventer per owner's direction at no additional cost to owner. Check Valve: I. 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 duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field adjustable against draw out from four ( 4) to 32 feet of head. Anti-drain valves shall be Hunter HCV or approved equal DISTR,CT rnGIIEER N. Control Wiring: l. 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. Master 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 shall 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 (I) wire is placed in a trench, the wiring shall be taped together at intervals of ten ( I 0) feet. 4. An expansion curl shall be provided within three (3) feet of each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electric control valve, so that in case of repair, the valve bonnet may be brought to the surface without disconnecting the control wires. Control wires shall be laid loosely in trench without stress or stretching wire conductors. 5. Control wire connection splices shall be made with 3M "DBY-6" direct bury splice kits or approved equal. Make only one I 1) 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 the controller enclosure to the ends of the mainline in every direction. A common wire shall be extended to the location where the spare wires terminate. Terminate spare wires within separate standard rectangular box or within a control valve box as designated on the drawings. 'y. Weather Based Irrigation Controller Assembly: \ \ \ I. \;_. \ 3. Weather based irrigation controller(s) shall be of size and type shown on the Drawings. WeatherTRAK ET PR03-C series irrigation controller shall be pre-assembled by , Hydroscape Products or approved equal controller enclosure assembly \manufacturer. \ S\ainless steel controller assemblies, as specified, shall provide the Owner with a written, seven (7) year Limited Warranty with onsite technical support on each co~plete assembly and a "Certificate of Compliance" certifying that each asse\:nbly has been properly installed on the project site. \ a. CoK)troller enclosures shall be installed on concrete base per irrigation details sho'\n on the drawings. 4. lrrigation"{:ontroller and accessory products, as specified shall be installed in VIT Products er approved equal stainless steel enclosures. Controller assemblies shall include a s'lven (7) year pre-paid data subscription to the WeatherTRAK ET PR03-r: Central lrrigc;tion management (CIM) service for each irrigation controller. a. Contro~r Enclosure Assembly features shall include: b C. \ I) Locking stainless steel enclosure with stainless steel back plate. If controlle is to be\nstalled indoors, unit shall be mounted within stainless steel wall mount a¼embly and secured to interior wall with anchor bolts of size and type requlrtd for wall material and weight of controller assembly. 2) Controller s~es available: 12, 18, 24, 30, 36 and 48 stations. 3) WeatherTRA~ ET PR03-C high gain external mount antenna communicati\n card and pancake antenna with cable. 4) The controller o\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 irrigatioh system in the event of an excess flow condition. \ I 5) In the event of a hii;,.h ,,. "'shut off, the controller shall be capable of I separate cornmL 1ev1ces. 1 sending and alO'' 0 1e by email or text messaging to up to three (3) 6) If more than one _I ~-controller is required for a specific irrigation Point of Connect10t 1te flow sensor shall be required for each irrigation controller. l ·ated flow sensor shall be installed on an irrigation sub-main thL ;----1, anly control valves that are connected tc its respective irrigation ~ Use one ( 1) master valve for each flow sensor. 7) WeatherTRAK ET PR03-C C..:enfrpl high gain external mount antenna series controllers shall include a factory installed Radio Remote Ready Connector. \ \ 8) Primary voltage transient protectii\n. 9) UL Approved 120 VAC transformer.\ I OJ Ground rod as a part of controller as"embly. 11 I User manual with step-by-step progra~ming instructions delivered with controller. \ \ 12) Flow sensor assemblies shall be specified 'as part of the controller enclosura a~emb~. \ 13) Rain switch assembly, in externally mounteddn vandal-proof security h . \ ous1ng. \ \ Irrigation scheduling capabilities shall include: \ \ 2) 3) Operation of individual station programs as estdt,lished by the irrigation contractor. Refer to "Weather Based Irrigation C6.ntroller Setup, Schedule \ and Program" requirements listed in Part 3 of thesB,specifications. Irrigation schedules shall be automatically updateci'{:iased upon real-timE ET adjustments of each controller station's run times J~ng WeatherTRAK Er PR03-C-Central. \ Cycle and soak programming. \ 4) Sequential stacking of overlapping starting times, or run llfl to two (2) or more programs simultaneously. \ \ 5) Independent station adjustments from one (I) % to 300% in ~ne (I) % increments. \ \ 6) Non-volatile memory to maintain programs in case of power dutage. \ 7) Review mode provides schedule and program information for Ei"9ch individual station. \ I 8) Built-in alert functions for short detection and programming conflicis. \ Manual Operation features shall include: 1 \ Controller shall be capable of allowing user to manually start stations\or upplemental irrigation, for system testing and for system troubleshootin"\;i and repair. \ DEVC:~Of'ERS NM;IE: LEGOLA~D CAUFORNl,4 RESORT ADDRESS: 1 LEGO_/sND DRIVE ~----------··- \ P. 2) Controller 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 (I) minute increments. \\ \ d. Electrical Requirements: I I 2) \ 3) \ \ Input power required: 117 VAC +/_ten ( I 0)%, 60 HZ capable of operating up to two (2); 24 VAC solenoids per station while running one (I), 24 VAC pump/master valve output circuit. Total controller output: maximum 1.5 amps at 24 VAC including amperage for the master valve/pump start. Power supply overload, back-up fuse: 1.5 amps with surge protection on 24V output board. e. \WeatherTRAK ET PR03-C-ET Everywhere Service: f \ ~) Each WeatherTRAK ET PR03-C irrigation controller installed on this project \ shall include wireless Data service. 2) \ Wireless Dato service shall include daily local ET values transmitted \ wirelessly to controller, automatic program adjustments by station. \ 3) ~T values shall be capable of being assigned to be on or off on a program by program basis. \ 4) D~ily ET values can be accessed through the Internet. \ WeathE\fTRAK ET PR03 Central Irrigation Management (CIM) Services: I) Each Weatl1erTRAK ET PR03·C irrigation controller installed on this project shall ~elude Central Irrigation Management (CIM) service plan. \ 2) Weatl\erTRAK ET PR03-C CIM service plan shall include: a.) Re\;note management and control from any computer able to access the\nternet. b.) Acc~ss to secure password-protection to web site 24-hours a day, sever\ (7) days a week. \ . c.) Easy-to,,-use interface wrth built-in help system to simplify training and progra/nming. d.) Station-l~vel programming for single or multiple controller views. e.) Program ~hange simulations including field change notification and field syncH(onization with web site. f.) Alerts for el~ctrical and programming issues. g.) Activity log c\,,_nd reporting. g. Warranty and Technical Sypport shall include: I) Controller enclosur~ assemblies shall include warranty and field technical support for a period'(:,! seven (7) years. 2) One five (5) year Hycitescape #HSTICACCIMPR03-l248-5Y 3) WeatherTRAK ET PR03\C CIM wireless data service plan to combine with the two year Weotherl~AK ET PR03-C CIM service provided with purchase of controller for a combf\led total of seven (7) years of WeatherTRAK ET PR03-C CIM service. \ \ 4) Service Activation and ser'o/ice activation instruction for system startup. I. All incidental parts which are not sh~wn on the plans or specified herein and ore necessary to complete the installatio'r -veather based irrigation controller(s) shall be furnished and installed as thO' 0 1arts were shown on plans or specified. Weather based irrigation controllc e in satisfactory operation at the time of completion. ~ 2. The irrigation controller er closure as, II be equipped with a 120 VAC duplex box with an On/Olf switch, an :;;..,-". receptacles. The Contractor shall provide metal conduit run from the I 2l ,... \ ,ly to the controller assembly. Electrical power within the housing shall ~ 'Y phased. 3. Upon final inspection of the project. the Ir. ~--11ion Contractor shall provide for the Owner a "Job Site Equiprnent Inspection and.,(ive (5) year Warranty Certification•· letter from the Irrigation Controller Enclosure A'\sembly manufacturer. This letter shall include verification of conformance with sped~cations and installation recommendations, site inspection date and sh~l list all assemblies covered under the five (5) year warranty. \ \ \ Stainless Steel Vandal-Resistant Controller Enclosure .A,,ssembly: \ I. The stainless steel vandal-resistant controller enclos0re assembly shall consist of a \ "Strong Box" housing, stairless steel back board, aut/ilmatic irrigation controller(s), terminal strip, and a 117-volt outlet. \ \ 2. The stainless steel backbcard shall be bolted to the housing to provide a base for mounting the controller and terminal strip. \ \ 3. Enclosure assembly shall be equipped with a 117-volt dUplex box with an On/Off switch, and 117-volt receptacle. The Contractor shall provide metal conduit run from the 117-volt supply to the controller assembly. All p~\ver within the housing r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 shall be properly phased. \ 4. Enclosure assembly shall include a pre-wired terminal strip ~lfarly indicating the proper points of co~nection ?fall ~pprop~iate wiring (stotion\volves, master valve, common, flow sensing, etc.) including radio remote ready co~nector appropriately 1--~----~ __ S_U_B"~I-T.t.,~S __ /_ ISSL.,JE~Sc.· ________ _, J::SCRIPTICN l---+------1--------------··-·· . ---~ ___ _J sized for controller. ., \ 5. The vandal-resistant controller enclosure assembly shall be man'yfactured by Hydro-Scape Products, Inc. Technical Division, 5805 Kearny Villa ~d., San Diego, CA 92123, phone (858)522-1156 or approved equal. \ \ 6. Upon final inspection of the project, the Irrigation Contractor shall provide for the Owner a "Job Site Equipment Inspection and 7year Warranty Certifi\:ation" letter from the enclosure manufacturer. This letter shall include verificatio~ of conformance with specifications and installation recommendations, \ite inspection date and shall list all assemblies covered under the 7yeor warranty. \ \ 7. For the duration of the Hy:JroPoint WeatherTRAK and Hydroscape Prod~cts 7-year Warranty, HydroPoint WeatherTRAK and Hydroscape Products will provi~e onsite technical support by factory trained and authorized field technicians. Tc\ limit any \ potential controller down-time, HydroPoint WeatherTRAK and/or Hydroscqpe Products shall have the ability to service, repair, or replace the controller u\)on initial onsite review, if repairs are deemed to be covered under warranty. MobilJ,field technicians hall be available to respond onsite in a timely manner. \ Q. WeatherTRAK ET PR03 Contr:oller Assembly Installation Certification ,\ I. The Contractor shall be responsible to obtain the services of HydroPoint \ WeatherTRAK and Hydroscape Products to complete the Certification procedlke for each WeatherTRAK ET-PR03 irrigation controller assembly. The Contractor sh,i;,11 be responsible for paying any costs involved for the Certification process. \ 2. Contact HydroPoint WeatherTRAK and Erik Anderson at \ Erik.Anderson@hydroscape.com for certification request from Hydroscape Product~, • 3. HydroPoint WeatherTRAK, Hydroscape Products can only certify WeatherTRAK \ \ ET-PR03 irrigation controller assembly parts that were sold through Hydroscape \ Products or approved Hydropoint WeatherTRAK Distributor. For items outside of the \ Assembly Serial number there will be a certification charge to inspect these items. \ l-···-· ... -..•.. ·--···-"···-· ···•··- l----+---1----... -· 4/13/2023 1st C:TY & CCll_;NTY 1-'1..AN CHECK 8/21/2023 2nd CITY & COUNTY ~u;,N ::.:>--H::CK 9/15/2023 3rd CITY & COL·NTY FiJR SIGI\ATJRES -----,.-~--+--------------------_. ·····-··------+---------------------' APPROVEJ FOR iRRIC;A TION JI.NJ ,NCL.IJING P _ANTING O~,IY, PRi::CISE LOCA.-c::r, OF PL/\NTINC BUilT" TITLE DATE REVIEVI/ED EJ: l~ISPECTCR CA.E CARLSBAD :\1UNICIPAL WATER DISTRICT SHEET 14 CITY OF CARLSBA.D PL1\NNING JI\/ISION ... ··-·-··--·-----------+---+---+----+-----L----------------------1 1----+---I---------····-·. ·---·--·-·············· ·-···········. .. +----+----J l----+---1----------------------'-----L---· 1----1----+-----------------------+----L----"-· ·-·-~---·-t----, l----+---1---------------------+----1-·---+---1----l PRIVATE (CNSITE) f?ECYCLED VV;\TER SYSTDv1 FOR: LEGOLAND FUN TOWN STAGE RENOVATION 1 LEGO LAND DRIVE, CARLSBAD, CA 92008 IRRIGATION SPECIFICATIONS -t----+----IA~F";CVEJ~ of <i "I _ ~ "({u/z.}.... TELEPHONE· -'-( l_'c_·o~)'--9_1_S_-_5_a_',_J_O_ 1----l----+-------------------~--------··---·-l···-··---+~---+----'----1-?-L_,_·'\N_'_N_iN_'_G _______ ~ __ ll _____ ~ ____ D_A_' _ .. E_-_---1 CATE J A TE P _AN PREPARED: _c_· ,~/_2~' ,_1,._'0_2_3 _______ _ BY p W. /sPEc LANDSCAPc ARCHIECTS 1NC DATE INITi.4,L ENGIN:::E~ OF WORK Rt'!ISIO\ DESCRIPTION CRWN BY: RICHARD W. 1-.PEL PROJECT N8·. DATE INITl,4L DA -E \~I I 'A CHCKC BY: LPG 2023-0011 OTHER A.PPROVAL CITY A.PPRC\/AL RIClll'RD V ✓. APEL SOP 2023 0003 JRAWING NJ. 543-2L SHEET 14 0° 23 SHEETS \\ ' To inquire about what parts are covered under warranty and certification please contact HydroPoint WeatherTRAK and Hydroscape Products customer service. 4. The following information must be provided to start the certification process of the ' \:quipment and installation. ~ ssembly Model #: b. erial Number#: c. P ject: d. Loqition: e. Confrf ctor: f Conta'i:: g. Phon e: \ 5. Prior to Hydr~oint WeatherTRAK, Hydroscape Products performing the WeatherTRAK tzr-PR03 irrigation controller assembly Certification, the following steps must be compl~ed by the Contractor: a. Enclosure tern late must be removed from the bottom of the enclosure or concrete pad. ake controller is installed level and hardware is tightened. b. Master Valve wires shall be installed and connected to Moster Valve terminal. ' c. Permanent power /~quired: I 15 VAC wires shall be installed in conduit from the Controller ta the ele/\/rical meter. d. Electrical Wiring shall b';' installed to electrical code. ' e. Ground rod installed an the e nclosure shall be properly grounded. f. 115 VAC power shall bet ned on to the controller from elecirical meter. g. Flow sensor(s) sha ll be instal d with o minimum of IO p ipe diameters of straigh t pipe upstream of sensor and p ir diameters downstream of sensor. h. Flow sensing cable sha ll be o 1 conduit from the sensor to the inside of enclosure. i. Ensure polarity when con nee, ~ tv sensor wires to the sensor cable wires: Red sensor wire to White cable ~ I::: sensor wire to Black cable wire. j. Splices at the valve box, from th :;;..,--1 ·or wire to the cable, shall be made with specified watertight connec -""' k. If th ere is a Pump Start Relay instalk .,c: su re the pump is wired to interface with the controller. \ I. Irrigation system shall be water pressurized l\nd operational. 6. The Contractor shall receive controller certificat}Qn from HydroPoint WeotherTRAK, Hydroscape Products Service Technicians for perf<;lrming all of the following tasks in the certific ation process of the WeatherTRAK ET-PR\:,3 irrigation controller assembly. \ a The technician will verity that th e enclosure is pro· erly installed per manufactures specifications. Verify that the enclosure template i removed from the bottom of the enclosure or concrete pad. The technician will v rify 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 the controller. c. Verify 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 IO pipe diamete\s of straight pipe upstream of sensor and 5 pipe diameters downstream of sensor. \ f. Verify flow sensing cable is installed in conduit from the sensor to th;,,\inside of enclosure. g. Verity polarity connecting th e flow sensor wires to the sensor cable wire,: Red sensor wire to White cable wire; Black sensor wire to Blo ck cable wire. \ h. Verify splices at the valve box, from the Master valve wire to the cable a~I! flow sensor wire to the 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 opera tiona l. k. The service tec hnician will calibrate the flow sensor with the controller by entering the flow sensor size installed in the field. ----R. Electric Control Valve: I. Electric control valves shall be the same size and type shown on the Drawings. 2. Electric control valves shall have a manual flow adjustment. 3. Provide and install one (I) control valve box for each electric control valve. s. Valve Box: I. Valve boxes shall be green in color for irrigation sys te ms carnying 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 districts requirements and shall include the words "RECYCLED WATER -DO NOT DRINK" and shall have the internatio nal symbol conveying th e same warning. 3. Use ten-inch by ten and one-quarter inch (IO" x I 0-1 /4") round box for all gate valves . Carson Industries #91 O-I 2B with bolt-down cover or approved equal. Exten sion sleeve shall be PVC with minimum size of six inches (6''). 4. Use nine a nd one-half inch by sixt een-inch by eleven-inch (9-1 /2" x 16" x 11 ") rectangular box for a ll electric control valves and boll valves, Carson Industries # I4I9-I2B with bolt-down cover or approved equal. 5. Use ten-inch (IO") diameter x ten and one-quarter inch 110-1 /4") deep round plastic valve box for all quick coupling valves, Carson Industries #9 10-l 2B with bolt-down cover or approved equal. T. Sprinkler Head: I. Sprinkler heads shall be of the same size, type, and deliver the same rate of precip itation with the diameter (or radius) of throw, pressure, and discharge as shown on the Drawings and/or as specified herein. 2. Spray heads sha ll 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 th e riser opening in the sprinkler body. 5. Sprinkl er heads of the same type shall be by the same manufacturer. u. Sub-Surface Drip Irrigation System: I. Drip tubing sha ll be of nominal sized one-half inch low density, ultra-violet-resistant, linear polyethylene tubin g with internal pressure-compensating, self-cleaning, integral drippers at a specified interval. The tubing shall be purple in color for recyc led water systems and shall conform to an outside diameter (O.D.) of 0.66 " and an inside (1.D.) diameter of 0.57". The low volume tubing shall be capable of a discharge rate of 0.60 gallons per hour (GPH) between operating pressures of 7 to 70 psi for each individual drip per. Drip per tubing shall Netafim TLRW. Brown with purple stripes for use with recycled water. 2. The individual self-cleaning, pressure-compensating drippers shall be welded to the inside of the tubing wall. The drippers are constructed of three individual pieces: a. Black-colored dripper containing a filtration system on the inlet side, compensa tion cell, and recessed c hamber 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 black rubber diaphragm that allows excessive pressure to build up within the c hamber to purge sediment or other debris that may not have been captured by the disc filter. 3. Drip per 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 (1.D .) of 0.57" ( 17 mm). Each fitting shall have a minimum of two ridges or barbs per outlet. All fittings shall be Netafim and shall be available in one of the following end configuration: a. barbed insert fittings. b. mole pipe threads (MPT) with barbed insert fitti ngs or female pipe threads (FPT) with barbed insert fittings. 5. Non-pressure supply and exhaust headers shall be rigid, un-plasticized polyvinyl chloride PVC 1220, (Type 1, Grade 2), c lass 200 with schedule 40 PVC fittings conforming to Section 2.01 Cot 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 I /2" MPT. 7. The line flushi ng 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 flush ing valve shall be capable of automatically operating during initial system pressu re 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 C heck 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 ins ta llation downstream of the control valve(s). 9. The Quick Check Basket Filter shall in corporate a stainless steel sc reen element with a basket design to capture debris and prevent the debris from falling into the downstream line during routine maintenance. The screen element shall be reinforced with polypropylene ribs ta increase durability and the screen element shall be color-coded for easy identific ation of mesh size. The body of the unit shall be constructed of im pact resistan t glass-filled polypropylene and the cap of glass-filled nylon with a UV resistant polyurethane indicator window. The un it shall incorporate an indicator window that shows when the filter needs to be cleaned. The Quick Check Basket Filter and Stainless Steel Screen Element shall be manufactured by Rain Bird Sprinkler Mfgr Corporation, Glendora, California. I 0. 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 for electric control valves shall be manufactured from Polyurethane Behr Desopan. Use Christy's standard tag hot-stamped with black letters on yellow background. Tags for electric control valves shall be numbered to 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 Coble: I. 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 system. 2. The flow sensor cable shall be a four (4) conductor underground communication cable with stranded soft annealed tin coated copper wire conforming to ICEA S-56-434. The cable shall utilize stranded insulated conduc tors . aluminum shield and drain wire to minimize electrical, magnetic, and radio frequency interference. The cable is listed by UL or ETL or CSA and sha ll have a jacket of sunlight and moisture-resistant PVC by Paige Electric Corp. (Product #P7 I7 I 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 cable and two inch (2") PVC Schedule 40 conduit for two flow sensor cables. Refer to sensor cable, communication coble 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 some 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-inch (2") UL-listed Schedule 40 conduit when two (2) flow sensor cables and master valve wires are installed within the same conduit. l. Flow sensor cables from different points of connection may not be installed within the same conduit. 2. Control and common wires for the master valve immediately upstream from flow sensor shall be installed with different color wires. 3. Splices shall be performed in a 3M "DBY-6" direct bury splice kit. Make only one (I) splice with each connector. X. Flow Sensor Cable Conduit: l. As a part of this Contract, the Contractor shall provide and install a flow sensor cable conduit that will be used for the future installation of communication cablejs). 2. Flow sensor cable conduit shall be Sc hedule 40 PVC with solvent welded joints and unless otherwise noted on the Drawings, shall be one-half inch 11-1 /2") conduit for one flow sensor cable and two inch (2") conduit for two flow sensor cables with one-quarter inch ( I ;4··1 nylon pull rope installed within entire length of conduit. Flow sensor cable conduit sha ll be gray in color. 3. Except as noted in paragraph number two (above) of this section, all requirements tor flow sensor cable conduit and fittings shall be the same as for solvent-weld pressure main line pipe and fi ttings as set forth in Sec tion 2.1 B of these Specifications. 4. Sweep ells shall be fabricated standard electrical type PVC schedule 40 long sweep elbows. Cop 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 # I 4I9-I 2B with black bolt-down cover or approved equal. Cover shall be marked "Irrigation Control Cable.'' Re fer to the Drawings for additional information. Y. Miscellaneous Irrigation Equipment: 1. Refer to the Drawings for sizes and types of miscellaneous irrigation equipment. 2. Miscellaneous irrigation equipment shall be as specified or approved equal. PART 3 -EXECUTION REQUIREMENTS 3.1 GENERAL INSTAL LATION REQUIREMENTS A. Before work is commenced, schedule a pre-construction meeting with Owner, General Contrac tor, 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 superinte ndent and any assistants necessary sha ll be on site. all satistactony to Owner. The superintenden t shall not be changed, except wi th consent of Owner, unless that person proves unsatistactory and ceases to be employed. The superin tendent shall represent the Contractor in its abs ence 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 dec isions . 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 al l data contained in the Contract Documents and shall verify this information at the constru c tion site to confirm 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 confllcts in construction details, legend, or specific notes are discovered. All such obstructions, conflicts , or d iscrepancies shall be brought to the a ttention of Owner's Au thorized Representative. I. Replace, or repair to the satisfa ction of Owner, all existing paving disturbed during the course of this work. New paving shall be the same type, strength, texture, finish, and be equal in every way to the material removed. J. Owner reserves the right to make temporary repairs as necess ary to keep equipment in operating condition without voiding Contractor's guarantee or relieving Contractor of its responsibilities during the guarantee sha ll not be allowed. K Sprinkl er heads will require installation of anti-drain devices to prevent low head drainage. L. Coordinate the installation of all sprinkler ma terials , including pipe, with the landscape Drawings to avoid conflict with the trees or other planting. 3.2 OBS ERV A !ION OF SITE CONDITIONS A. Scaled dimensions are approximate. The Contractor shall c heck and verify all size dimensio ns 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 Con trac tor 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 installati on of sprinkler irrigation materials including pipe, so there shall be NO interference with utilities or other construction or difficulty in planting trees, shrubs, and ground covers. D. The Contractor shall carefully check all grades to satisfy 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 the work. 3.3 PREPARA !ION A. Physical Layout: I. Prior to installation. the Contrac tor 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: C. l. 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 si te conditions. Electrical Supply: 1. Electrical connections for any and all irrigation controllers shall be made to elec trical point(s) of connection as indicated on the Drawings. 2. Connections shall be made at the approximate location(s) shown on the Drawings. 3. The Contractor is responsible for minor changes caused by actual site conditions. 3.4 INSTALLATION A. Trenching: l. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even grade. Trenching excavation shall follow layout indicated on the Drawings and as noted. 2. Provide for a minimum of eighteen ( 18) inches cover for all pressure supply lines of two and one-half inch (2 ½") nominal diameter or smaller. 3. Provide for 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 cable conduits. B. Backfilling: l. The trenches shall not be backfilled until all required tests are performed. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand, or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent grades without di8s, 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 on e-half inch (I 12") in size will be permitted in the initial bac kfill. 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, sprin kler heads, lawn, plantings, or other installed work, the Contractor shall make a ll required adjustments without cost to the Owner. C. Trenching and Backfill Under Paving: 1. Trenches located under areas where paving, asphaltic concrete, or concrete will be installed. shall be backfilled with sand (a layer six inches [6"] below the pipe ond three inches [3"] above the pipe) and compacted in layers to 95% compaction, using manual or mechanical tamping devices. Trenc hes for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and sholl 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 exis ting walks is done by jacking, boring, or hydraulic driving, but where any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced by the Contractor as a part of the Contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the Owner's Authorized Representative. No hydrau ic driving will be permitted under concrete paving. 3. Provide for a minimum cover of eighteen inches (18") between the top of the pipe and the bottom of the aggregate base for all pressure and non-pressure piping installed under asphalfic concrete paving. D. PV C Pipe and Fittings: 1. Install PVC pipe and fittings in accordance with manufacturer's recommendations. 2. Install sprinkler head on PV C pipe as indicated on Drawings. 3. Prepare all solvent-welded joints with manufacturer's primer prior to applying solvent. a. Allow solvent-welded joi!lts 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 identific ation tape directly to pipe as specified in SBWR regulations, where color-impregnated and ste1ciled pipe is not utilize d. 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 of the morning before the heot ot 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: l. 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 multip le assemblies in plastic lines. Provide each ass embly 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. Insta llation and solvent welding methods shall be as recommended by the pipe and fitting manufacturer. 5. On PVC to metal connections, the Contractor shall work the metal connections fi rs t. Teflo n 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 a nd install conduit where control wires pass under or through walls, walks and paving. Conduits to be of adequate size to accommodate re trieval for repair of wiring and shall extend 12 inches beyond edges of walls and pavement. 3. Sleeving: Install sl eeves for all pipes passing through or under walks and paving as shown on the Drawings. Sleeving to be of adequate size to accommodate retrieval of wiring or piping for repair and shall extend 12 inches beyond edges of paving or other construction. G. Line Clearance: H. l . All lines shall hove a minimum clearance of six inches (6") from each other and from lines of other trades. Parallel lines shall not be installed dire ctly over one a nother. Irrigation Controller Enclosure Asse mbly: l. Install Irrigation Controller Enclosure Assembly per drawings and per manufacturer's r-w-Apel landscape architects inc, 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #282 5 Expiration Date: 9/30/2024 SUBM ITTALS / ISSUES >---~-----~-- - ---~--- - ----------1 DA TE DESCRIPTION 4/13/2023 1st CITY & COUNTY PLA.N CHECK 8/21/2023 2nd CITY & COUNTY PL/1.N Ch::CK 9/" 5/2023 3rd CITY & COUNTY FOR S!GNA TURES --·-- ---+ 1\F'PR O\/E D FCR IRRI GA T ON ANC PLANTING ONLY, IN C_UDING OF PLANTl ,NC; AR EA "AS BUil T" RE'/IEWED 3Y: INSPECTOR DA TE CARLSBAD MUNICIPAL WATER DISTRICT SH"ET 15 CITY OF CARLSBAD FLA~~IN G DIVISION -----t----+- - - I· . ---,l-----+-------'------------------------1 l------+---1--------------------------. ------+- --+--+---t PR!V/\ TE (ON SITE) REC YCLED >-----+---+-------- _ - ·· ----------+--~e------1-----+ _ _ _, WATER SYSTE M FOR: LEGOLAND FUN TOWN STAGE RENOVATION CARLSB .t,D lvlU NICIPAL 1//A.TER DISTR ICT OEVE,_OPERS NAM E: LECOL.AND CALIFORNIA RESOR T 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 IRRIGATION SPECIFICATIONS AD DRESS: _. 1 LEGOLAND DR_IV'_E _______ _ CA:;:LSB.A.C, CP., 92008 ---+-------- ---~-------------------<----+- ----+ ------ -·- (760!'-918-5.300 TE LEPHONE _ , _____ _ --- ----- ---- DISTR ICT ENGINEER DATE 1-----------------------------t-~=--+~=~+---------. ---------------1-----+- --+----l----<DRWN BY RICHARD W. AP EL DATE PLAN PREP ARED: 8/ 21/2023 DATE INlflAL DATE INITIAL DATE INI TIAL BY: R W APEL LANDS CA_P_E_ A_R_C_H_I_TE_C_T_S_IN_C_________ ENGINEER OF WORK REVI SION DESCR IPTION OTHER APPROVAL CHCKD BY· CITY APPROVAL RICHARD IV. APEL PR OJECT NO LPG 2023-0011 SOP 2023-0003 DRl•WING NO. 543-2L SrEE T 15 OF 2.3 SH EE TS instructions and recommendations. Electric control valves shall be connected to controller in numerical sequence as shown on th e Drawings. 2. Final location o1 irrigation controller enclosure assemblies shall be approved by th e Owner's Authorized Representative prior to installation. I. High Vol tage Wiring for Automatic Controller: l. Unless otherwise noted on the Drawings. the 120 VAC electri cal 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 jurisd iction. 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 resul ts ore met. 3. Run #6 or larger solid bare copper wire from device to 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 connect rods together using # 10 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 a ttach each wire to a rod .. _ _____ _ K. Certified WeatherTRAK ET-PRO3-C irrigation controller Ins taller: 1. The Contractor and on-site field su perintendent shall each be certified under the "HydroPoint Certified Insta ller Pro gram" prior to installa tion WeatherTRAK ET-PRO3-C irrigation controller specified to be installed under these specifications. 2. e HydroPoint WeatherTRAK ET-PRO3-C irrigation controller weather based irrigation c trailer shall be setup, scheduled and programmed by the contractor as a port 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 Hyd roPoint WeatherTRAK ETPRO3-C Series co oiler "Program Settings Worksheet included with the WeatherTRAK ETPRO2S-C ries controller packaging. This shall include "Customer Information", "WeatherTRA ETPRO3S-C-Series Set-Up & Installation Information" and Installer Information". eek irrigation plans for information associated with the "Set-Up & Installation Inform tion" and enter this information into the worksheet. This information shall re ain with the new controller. c. Activate the Weather AK r Jato Service by colling HydroPoint Data Systems at 800-362-8774 Extension 1 0 ~rector must be at controller location to activate control1e1·. Instruction . n will be provided by the HydroPoint Data Systems service operator. Conti ~1ave top portion of "Program Settings Worksheet" completed a. '1en colling to provide necessary customer and controller information neec.. ,,, ..,; CJtion. ct. After activation, the controll E:. , ~ 'edule and program can be entered directly into the WeatherTRAK L /' ~ries irrigation controller display or by using a desktop controller th at has ac~ ,.,J he Internet. Controller set-up, schedule and program information is in cluded a.., 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 t p, schedule and program shown on the irrigation plans and entered into the irrigati controller as outlined in step "c.'' above, the contractor sha ll be required to sched e and program the irrigation controller for the plant establishment period of the ontract. The plant establishment schedule and program shall be deter ed by the contractor and shall be entered into th e controller by the contractor. e schedule "U" and User Mode with NO ET in the program mode. The irrigation co troller will program in th e sa me manner as any conventional type irrigation timer. Th contractor shall have full responsibility of controller operation during the plant esta ·shment period. f. After th e plant establishment period and accep tance 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 ta the ful l automated irrigation set-up, schedule and program shown on the irri tion plans and entered into the irrigation controller as outlined in step "c." above. L. Weather Based Irrigation Controller Setup. Schedule and Progra m: 1. Preliminary irrigation controller setup, schedule and program shall be provided b the installing contractor through the plant establishment period. 2. At the end of the pla nt establishment period and turnover of the project, the irrigotio controller setup, scheduling and programming shall become the responsibility of the landscape maintenance contractor. M. Electric Control Valves and master valves: 1. Install electric control va lves and master valves where shown on the Drawings. Where grouped together with other valve boxes. allow at least twelve inches I 12") between adjacent valve boxes. 2. Provid e 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 sha ll be heat branded on valve box cover with one and one-half inch (I ½") tall letters. Master valve box covers shall be heat branded with the controller assignment. Branding unit available from Hydroscape Products, Inc., phone number [71 4) 639-1850. N. Quick Coupling Valves 1. Locate and install quick coupling valves as indicated in the drawings. 0. Sall 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 dire cted by the Owner's Authorized Representative to prevent and minimize low head drainage after shut down of irrigation system. Q. Flushing of System: 1. After all new sprinkler pipelines and risers are in place and connected, all necessary diversion work has b een completed, and prior to installation of sprinkler heads, the control valves shall be opened and fu!I head of water used to flush out the system. 2. Sprinkler heads shall be installed only offer fl ushing of the system has been accomplished to the complete satisfaction of the Owner's Authorized Representative. R. Sprinkler Heads: 1. Insta ll the sprinkler heads as designated on the Drawings. Sprinkler heads to be installed in this work shall be equivalent in all respects to those itemized. 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no case shall the spacing exceed the maximum recommended by the manufacturer. 3. Sprinkler heads shall be set perpendicular to finish grade o1 th e area to be irrigated l ! unless othervvise designated on the plans. S. Sub-Surface Drip Irrigation System: l . Verify exis ting field dimensions of the area to be irrigated with the irrigation plans for accuracy. Begin dripper tubing layout 2" to 3" away from both hard surfaces; i.e., concrete sidewalks, curbs, asphalt, and/or undefined edges; i.e., shovel-cut headers. Mark tubing interv als on the ground with flags, paint, or some other markings that con be maintained throughout the installation. 2. Dripper tubing can be installed in one of the three (3) following methods: 3. 4. 5. 6. 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 trees and shrubs, 15 gallon size and larger, then place tubing at th e row spacing interval indicated on the plans. b. Pipe Pulling: In larger areas, where ground disruption is to be minimized, pneumatic tire. pipe pulling machinery shall be used. Potholes shall be used at the ends of each run for making connection to supply and exhaust headers of rigid PVC pipe or poly pipe. c. Trenching: Hand or mechanically trench to the pipe depth indicated on the plans or in these specifications and backfill flush with finish grade. Avoid mechanically trenc hing within the dripline of existing trees. Hand-trench around existing tree roots when roots of 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. Jnstall underground pipin g 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". As much as possible, supply and exhaust headers shall be installed perpendicular to contours. As much as possible, dripper tubing shall be installed parallel with contours. Dripper tubing can be installed with the water outlets toeing upward or downward. Place dripper outlets in su ch 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 an and over both barbs until the tubing has seated against another piece of tubing or has butted against another portion of the barbed fitting. For water pressures in excess of the 45 psi, use stainless steel clomps 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 fitting. Place clamp between the first and second ridge of the barbed fittings and crimp the "ear" of the clamp tightly. Crimp the "ear" twice to ensure proper seating. 9. Install a pressure 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. IO . Install the disc filter, horizontally level, below grade and before or ofter the remote control valve as indicated in the installation details. The position o1 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 tor the size of the valve box. 11. Install the air/vacuum relief valve below grade and at the highest elevati on within each zone. Depending on the si te conditions and tubing layout, more than one air/vacuum relief valve into a 1/2" x 3/4" SCH 40 PVC reduction bushi ng 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 al cu. FL 3/4" gravel sump as noted on the details. Additional blank Techline tubing may be necessary when placing Techline dripper tubing on mounds or berms with more than a 3' elevation difference. Blank Techline tubing shall be connected perpendicular to the dripper tubing with barbed tees from the lowest elevation of dripper tubing to the highest paint of the moun d berm where the air/vacuum re lief valve is located. This air/vacuum relief lateral serves to collect and transport trapped air bubbles or rel ieve vacuum in lower elevation dripper tubing parallel to the dripper tubing located at the highest point in the system. Lo cate an air/vacuum relief lateral for each berm within the sys tem. 12. Prior to backfilling and before connection of the line flushing vatves, flush the entire system to remove any dirt or sediment that may have entered the system during th e insta llation. 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 min imum of 1 cu. Ft. of 3/4" crushed rock in the bottom of the valve box per construction detail. 14.Prior to backfilling, open the remote control valve and operate each circuit to check for leaka ge around both barbed and threaded PVC fittings. Make necessary corrections to stop leaks. 15 . Re-test those systems where leaks were corrected before commencing backfillin g operations. 3.5 TEMP ORARY REPAIRS The Ow ner reserves the right to make temporary repairs as necessary to keep the irrigation system equipment in operating condition. The exercise o1 this right by the Owner shall not re lieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. 3.6 EXISTING TREES A. Where it is necessary to excavate adjacent to existing trees, the Contractor sha ll use all possible care to avoid injury to trees and tree roots. Excavation in areas where two-in ch (2") and larger roots occur shall be done by hand. Roots two inches (2") and larger in diameter, except directly in th e path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than two inches (2") in diameter, the wall of the trench adjacent to the tree shall be hand trimmed. making clean cuts thro ugh. Roo ts one inch ( l ") and larger in diameter shall be painted with two coats of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four (24) hours; and where this is not possible, the side of the trench adjacent to the tree shall be ke pt shaded with burlap or canvas. 3.7 FIELD QUALITY CONTROL A. Adjustment of the System: 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and buildings as much as possible. 2. If it is determ ined 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 inclu de changes in nozzle sizes and degrees of arc as required . 3. Lowering raised sprin kler heads by the Contractor shall be accomplished within ten ( l OJ 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 Contractor shall reques t th e 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 in ch 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 sha ll be tested under hydrostatic pressure of 150 pounds per square inch and proven watertight prior to paving. 4. Sustain pressure in lines for not less than two (2) hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. 5. Hydrostatic tests shall be mode only in the presence of the Owner's Authorized Representative. No pipe sha ll be backfilled until it has been observed. tested. and approved in writing. 6. Furnish necessary force pump and all other test equipment. 7. When the irrigation system is completed, perform a coverage test in the presence of the Owner's Authorized Representdtive to determine if the water coverage for planting areas is complete and adequate. The coverage tes t sha ll 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 o1 that system is complete. Furnish all materials and per1orm all work required to correct any inadequacies of coverage due to deviations from the Drawings, or where the system has been willfully ins talled as indicated on the Drawings when it is obviously inadequate, without bringin g this to the attention of the Owner's Authorized Representative. This tes t 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 requiremen ts of plant materials an the basis of the information submitted. Any adjustments to the schedule based on plants actual 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 1or a period of seven (7 ) days prior to any planting. B. The Owner's Authorized Represen tative reserves the right to waive or shorten th e operation period. 3.9 CLEAN-UP A. Clean up shall be made as each portion of work progresses. Refuse and excess dirt sha ll 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 Contractor shall operate each system in its entire ty 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 observa tion can occur. 3.11 SITE OBSERVATION SCHEDULE A. The Contractor shall be responsible for notifying the Owner's Au thorized Representative in advance for the following observation meetings, according to the time indicated: I. Pre-Job Conference -seven [7) days 2. Pressure supply line installation and testing -48 hours 3. Irrigati on 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 installation -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 walkthrough with the Owner's Authorized Representative. D. No site observations will commence without record drawings or "Construction Observation Check List". In the event the Contractor calls for a si te visit without record drawings or "Construction Observation Check List", without completing previously noted corrections, or without preparing the system for said visit, it shall be responsible for reimbursing the Owner's Authorized Representative at his current hourly billing rate, portal to portal (plus transportation costs), for the in convenience. No fu rther site observations will be scheduled until this charge has been paid and received. 4.0 IRRIGATION AUDIT A. The Con tractor shall arran ge for and pay for the preparation of a landscape irrigation audit report. Such report shall be submitted to the Owner"s Representative and th e Landscape Architect for review. The report shall then be su bmitted by Owner's Representative to the local agency along with the Certificate o1 Completion and may also be required prior to the release of security (confirm with the agency). Contractor is responsible tor noti1ying 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. B. All landscape irrigation audits shall be conducted by a third party Certified Landscape Irrigation Auditor. Landscape audits shall not be cond ucted 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 of an irrigation schedule, including configuring irrigation controllers with application rates, soil types, plant factors, slope, exposure and any other factors necessary for accurate programming. CA RLS Bl',D lv11JN ICIP faL WATER DISTRI CT DEVE LOPERS NM ✓L ADD f<ESS: LEGOLA.N D CALIFORN;A RESO Ri I LECOLA.ND YllVE CAR I_SBAD. Ct, 92008 TELEPHON E: (750) 918-5300 1-----+- ------------------------+---+------+-- -+-----l 1-- --+-----+-----------------------+---+----+---+----l 1----1----------------------------+----+----+----+-----l ----------+-----+---+----~----f----1 r-w-Apel landscape architects me. 571 Hygeia Avenue, Unit B Encinitas, CA 920:24 (7601 943-0760 CA license #28'.2 5 SUBM ITTALS / 15SUES DA TE DESCR IF'TIGr-J 4/1.3/202.3 1st Ci TY & COUN TY PLAN CHECK 8/21 /2023 2nd CITY & COUN iY PLAN CH:::CK 9/15/2023 3rd CITY & COUNTY FC ? SIGNA TURES IRRI G.4 TIO!\ 1\ND IN CL UDING /1~)-:JR OVE_J FCR PL,1\NT NG ONL/, PREC ISE OF PL AI\JTING "/:o...S BUi L T" TITLE DATE REVIEV'/EC BY l~ISPECTOR DA TE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 16 CITY-OF CARLSBAD ?L.l.N.\J NG 0IVISIO:\J PRIVA TE (ONSITE ) RECYCLED WATER SYSTEM FO R LEGOLAND FUN TOWN STAGE RENOVATION 1 LEGOLI\ND DRIVE , CARLSBAD, CA 92008 ·--··----+----+---_1 _1 __ 1-___ ___::I R_::R_::l:.::G::_A:_:T.:,:I O:::,:N.:,..:::S::._P.;:E.:::C:::_I F..:_I C=A..:.T.:_:1.:::O::._N:,::S:_ ___ ---I -.--=--=-=======---------_· ·+··-~~~--:--_-_---I-+--··---=:-=-----_--I-, =AP_P_R~C~· V~ED~,;...(/QJ..~LJr./'4-_l.. c,.'4,~2...._.~--•r/2.t> /z "J 1----+---+' - ------------------f---+----+----+----tPLt•NN ING \J DA TE 1-----------~------~----------1 1---------------,--------------t--cDc-A-cTccE--t--c-lNi TIA_L___, ______________________ --+_D_A_T_E_+-IN-1-.II-A-L-+-D- A-T-E--+-1-N-IT-IA_L--,ORWN BY, RICH,\RD W. APE L DATE PLAN PREPARED 8/21/2023 Pl,OJECT NO. LPC 2023-0011 SOP 2023-0003 DRAWING NO. DISTRICT ENGINEER DA TE 543-2L -~~---------- 8 Y: . fl. W. APE L LA.N DSCA PE ARC HITECTS INC ENGINEER OF WORK REVISION DESCR IPTI ON OTHER .APPROVAL CHCKD BY: CITY APPR OV AL RICHA.RD W. APEL SrEE T 16 CF 23 S.-EETS EXISTING JAPANESE BOXWOOD (BUXUS MICROPHYLLLA JAPON/CA ) SHRUBS TO REMAIN . EXISTING TURF GRASS TO REMAIN. 6 EXISTING CHINESE PISTACHE TREES (P/STACHE CHINENS/S) TO BE REMOVED. SIZE APPROX. 35' TALL x 35' WIDE, 12" D.B.H. TRUNK. EXISTING TURF GRASS TO BE REMOVED (AREA TO BE GRADED). EXISTING BOUGAINVILLEA (BOUGAINVILLEA 'TORCH GLOW ) SHRUBS TO BE REMOVED. SIZE APPROX. 3' TALL x 3' WIDE. . I • j _f ' .... --. . . • .. .' ,. • EXISTING LONG LEAFED YE LLOWWOOD ---------~ (PODOCARPUS HENKEL/I ) HEDGE TO REMAIN . SIZE APPROX. 9' TALL x 3' WIDE. EXISTING BOUGAINVILLEA (BOUGAINVILLEA 'TORCH GLOW) SHRUBS TO REMAIN , SIZE APPROX. 3' TALL x 3' WIDE . 3 EXISTING CHINESE PISTACHE TREES (PISTACHE CH/NENS/S) TO REMAIN. SIZE APPROX. 35' TALL X 35' WIDE , 12" TRUNK D.B.H. EXISTING TURF GRASS TO REMAIN . 2 EXISTING PINK TRUMPET TREES (HANDROANTHUS HEPTAPHYLLUS) TO REMAIN. SIZE APPROX. 25' TALL X 25' WIDE, 1 O" D.B.H. TRUNK, EXISTING RHAPHIOLEPIS HEDGE TO REMAIN. SIZE APPROX. 4' TALL x 6' WIDE. --.- ' ~£> .,··<-.: ' " . ' ->""-:-:-:-.. ,,,.· I j • ii \ ___ _ ! : ·' • ·:y ·,_; N ·. ----------------.. f I .I .-, ,I I I I , --------------------.cc-..:,_-~----~--··: _t:::l----------------....._ ______ - -. -::_7 _ \-' . \. ' ) I (l}: EXISTING DATE PALM TREES (PHOENIX ___ l___ ·""· ,1--_ _:__:_'-----,----------,--------c-----":,,._f-,',."-c- - ~ • ' DACTYL/FERA) TO REMAIN. SIZE APPROX. 40' TALL x 20' WIDE. /. ' ---I ;. / I _,__j I ,i I/ ii \ '• ' •, l ~ I . . _,, " .• i • I . , r , ' ' ' I .J ' ' ' ii I ,, ,, !' i I I I I I . I \ ·, ·•,,," '"" ~-• ,, ··~·-~~1~-,~--·i" ·'"~-. ~-,,-~----- -,~ .:' ~ cc--I ., "'J\ . - -----\,\--~ J -.__ ;, '.,. ---·-'"----~\:-_ ___!:c_~--~ J.\- '~ ---:::·..::,, ., ~---~-------~-~,:-~:: .~-~{ •-----' ..:.:____ ,j j -1' -----·c :~---.1 ·' j ·----------------- - L ----=- 1 ~.:.:.:..:..:..:.::..;;,.:_:__.:..:...,__ _______________ _ :· // cl ~ -• ,_! .• , , J) /..._l j LIMIT OF WORK - ---- - ' \ ,:j ~- b t] ~-------------- - --------,,'-1~ •c..' -~--EXISTING SHRUB PLANTING TO REMAIN ~;~ ! \ ' -,v·' 1..,,, / I (ELAEAGNUS PUNGENS, AGAPANTHUS AFR/GANUS) EXISTING TREE TO REMAIN, 2 EXISTING LONG LEAFED YELLOWWOOD TREES (PODOCARPUS HENKEL/I) TO REMAIN . SIZE APPROX. 12' TALL x 4' WIDE. 8 EXISTING LONG LEAFED YELLOWWOOD (PODOCARPUS HENKEL/I) TO BE REMOVED . SIZE APPROX. 12' TALL x 4' WIDE. EXISTING SHRUB PLANTING TO BE REMOVED (AREA TO BE GRADED ). EXISTING SWEETGUM TREES (LIQU/DAMBAR STYRACIFLUA) TO REMAIN , SIZE APPROX. 40' TALL x 20' WIDE, 12" TRUNK D.B .H. EXISTING WEEPING WILLOW TREE (SALIX BABYLON/CA) TO REMAIN . SIZE APPROX . 35' TALL x 35 ' WIDE, 14" TRUNK D.B.H. LEGEND ) ) ,,. ) ) ;< ) ) ) > > > ';/ REMOVE EXISTING SHRUBS, ) > > > > '>, > , ) GROUNDCOVER AND TURF GRASS. SEE > , ' ' , ., , , , ) NOTES FOR TREE REMOVALS. , , , ) , , , ;< N ) X , , EXISTING IRRIGATION SYSTEMS SHALL BE PROTECTED IN PLACE WITHIN PLANT REMOVAL AREAS. REPAIR & RETROFIT IRRIGATION SYSTEM PER IRRIGATION PLANS. _ •• -F-7~::·f-.--:-:-:_.::::::::::_-_--:: __ --.... --~ I I ' V ;I 0 5' 1 O' 'I,' L. ' ' -- .$ _/ / --- i 0 - /.I \ - - I I -------------- EXISTING SHRUB PLANTING TO REMAIN (RHAPHIOLEPIS IND/CA, ELAEAGNUS PUNGENS, 0/ETES VEGETA, AGAPANTHUS AFR/GANUS, MIXED ORNAMENTAL GRASSES). EXISTING SHRUB PLANTING TO REMAIN (ELAEAGNUS x EBBINGE/ 'GILT EDGE', AGAPANTHUS AFR/GANUS). EXISTING CHINESE PISTACHE TREE (PISTACHE CH/NENSIS) TO RE MAIN . SIZE APPROX. 35' TALL x 35 ' WIDE , 12" D.B.H. TRUNK. EXISTING TURF GRASS TO BE REMOVED (AREA TO BE GRADED). 57 1 Hygeia Avenue, Unit B Encinitas, CA 92024 (76 0) 943-0760 CA license #2825 SU Blvl I TT AL S / I_S~-=-S-=-U=[-=-S- ------1 f)A ff [JESCPIPTl<Jf·.J ,.--/ - , 1·1 I-,' ,' ,i--.:, L_ LOC.AT/0/\J <Jr PLA t)T/t,/G AR EA . I ' ' --·1 "T" '---', _) - PE 1/l[WED BY: -CHE ~T ("' rr7·v Of,,' C I RI ----B •1 ]' \__,. _:_ l '.L~ .. _j~) -l-\ _) 17 FLLI II II !G D / l'JCi i LANDSCAPE IMPROVEMENT PLANS FOR LEGOLAND FUN TOWN STAGE RENOVATION 1 LEGOLA ND DRIVE, CARLSBAD , CA 92008 EXISTING PLANTING DEMOLITION PLAN l;. F--_r_·_F·. 1>1Ec _AL_/}{~-- __ £!.Lu. /z., --1--------- ---------t-- -t-----t------j PL<' ll'IG ~ l----- ----------+----t----t--,---------J :==;;::===-:;-;:::===f====;-;::======= CH KO BY· RWA _ . RVWO BY: SDP 2023-0003 REl/l ':;I011 DESC RIPT IO f·I DATE lillllAI_ DATE f---~ ____ L,__ OTHEP APIJF~l)VAL 1rm1.A1 CITY APPROVJ\L 0 EXISTING PLANTING DEMOLITION PLAN SCALE 1" = 10' -U'I'/! 1 6 y RN/. -! P Ll 'P,_r cJ._2 r E02 c 3 T 00 □11 rJ _ _ u15,.44w3il'-1_r:;2rLio. C:\DFIA WIHC FiLES\TITLE SHEE T'.3·/~LS8 --IP DWC l<EVI SED. 3/1/.:'.!)1'_:. SYMBOL & ABBREVIATION TREES: ,r MAG GRA LARGE SHRUBS/TALL HEDGES 0 SHRUBS: POD HEN AGA AFR CAL LIT RHA UMB BOTANICAL NAME MAGNOLIA GRANDIFLORA 'LITTLE GEM' - LOW BRANCH . PODOCARPUS HENKELII -COLUMNS AGAPANTHUS AFRICANUS CALLISTEMON 'LITTLE JOHN' RHAPHIOLEPIS UMBELLATA 'MINOR' PLANT LEGEND COMMON NAME LITTLE GEM SOUTHERN MAGNOLIA LONG LEAFED YELLOWWOOD LILY OF THE NILE LITTLE JOHN BOTTLEBRUSH DWARF YEDDO HAWTHORN ALTERNATES (SHALL BE USED IF SPECIFIED PLANTS ARE UNAVAILABLE WITH APPROVAL BY LANDSCAPE ARCHITECT): TURF GRASS: ,' / / / ,' ,' / / ,//// / /,· ////// / / / / / / / ,' / NOTES ACA COG BOU TOR DIE GRA NAN DOM ELA EBB TRA JAS ACACIA COGNATA 'COUSIN ITT' BOUGAINVILLEA 'TORCH GLOW' DIETES GRANDIFLORA NANDINA DOMESTICA 'GULF STREAM' ELAEAGNUS x EBBINGEI 'GILT EDGE' TRACHELOSPERMUM JASMINOIDES MARATHON II DWARF TALL FESCUE (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 COUSIN ITT ACACIA TORCH GLOW BOUGAINVILLEA FORTNIGHT LILY GULF STREAM HEAVENLY BAMBOO GILT EDGE SILVERBERRY STAR JASMINE (B) PER CITY STANDARDS, A MINIM UM OF 50% OF SHRUBS SHALL BE 5 GALLON SIZE EXCEPT ON SLOPES 3:1 OR STEEPER. SIZE (B) SPACING 36" BOX PER PLAN 24" BOX 4'-5' O.C. 5 GAL 2'-3' O.C. 5 GAL 3'-5' 5 GAL 3'-4 ' 5 GAL 3'-5' 5 GAL 3'-5' 5 GAL 3'-4' 5 GAL 3'-4 ' 5 GAL 4'-6' 1 GAL 2' O.C. SOD QUANTITY DETAIL 5 17 24 16 83 1,463 SF 1/SHT 20 1/SHT 20 2/SHT 20 2/SHT 20 2/SHT 20 2/SHT 20 2/SHT 20 2/SHT 20 2/SHT 20 2/SHT 20 2/SHT 20 (C) CONTRACTOR SHALL SUBMIT PHOTOS OF ALL TREES TO BE SUPPLIED FOR THE PROJECT TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PURCHASE. WATER USE (A) M M M L L M L L L M* M H NOTES NOTE #C NOTE #C LANDSCAPE NOTES 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: COVER CROP SHALL BE A SEED MIX TYPICALLY 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. a. 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. b. 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 COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS, PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TD 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 SIZE 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 (COVER 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 REQU IRE 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. 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 WI TH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES 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 ANO/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. REMOVAL AND/OR SALVAGE OF EXISTING PLANT MATERIAL: NO TREES OR PLANT MATERIAL SHALL BE REMOVED OR DEMOLISHED WITHOUT PRIOR CONFIRMATION FROM OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. OWNER MAY WISH TO SALVAGE EXISTING PLANT MATERIAL PRIOR TO CONSTRUCTION. ALL TREES TO BE REMOVED 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 SUBMITTED 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 CON TRACTOR SHALL OBTAIN THE SOIL REPORT AND RECOMMENDATIONS AT HIS EXPENSE AND SUBMIT TO THE LANDSCAPE ARCHITEC T FOR REVIEW . THE LAN DSCAPE 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 . 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 AND/OR IRRIGATION DESIGNATED TO REMAIN ON SITE SHALL BE PROTECTED IN PLAC E. 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. n Df\TE DESCR IPTIO~•I 4/ 13/202.3 1st CITY & UAJt',JTY PL:,r-1 CHE CY 8 /2 1/2023 :>nd CIT( ,:,: c ourr Y ~_fa.f l Cl-:UJ< ' ' ' ' CJt ) L I ' ' , [__ j ,,-., ,' ,' .! ,'-'i i ,'. ,' ; 1,_,,,L_:_JL__///"./ 1--, ,.-----/ - \ ; ,,,---' ,r- ,' j t_ -:,~,,, ...JC L1JC :\ TIO!./ CJF PL ·'\f'✓T /11/G AREA . E'/P ____ _ DATE REVIEWED BY· ------ ------t--------t----t---t------, LANDSCA PE IMPROVEMENT PLANS POR LEGOLAND 1-----+---+-------·-·----------FUN TOWN STAGE RENOVATION , 1 LEGOLAND DRIVE , CARLSBAD, CA 92008 t----+--+----~------------t-----+----1t-----+----t l_ - -----PLANTING LEGEND & NOTES 1-----+---+--------------------------+----+--i\cc'r> ,;EJ /J ,,,J~} ~1<««..-(.lf_~-4.••,.( DATE 1r,Jl I IAL DESIGf\J ER OF WORK Fi E\/I SIOIJ DESCPIP TIOl-1 r Ar·-::.mJG ---t-- ---t-----, ==:::;;==:-:; t------+I ______ !D\//d BY: RV,/1L ~ DA TE i 1r-J1 r1 Al_ DATE 1n1T1A1_ I CH!<[J B_Y : PWA OTHEP APPROVAL CITY APPR OVAL f,,'.VWU 5Y: F'F:tJJECT r,Jr). LPG 2023-0011 SDP 2023-0003 iJPi\\/•/11-IG ~-JO. 543-2L SHEE r 18 OF 23 SH EETS 2 NEW 36" BOX MAGNOLIA GRANO/FLORA 'LITTLE GEM' (LITTLE GEM SOUTHERN MAGNOLIA) INSTALL 36" DIA. WATERING BASIN WITH 3" DEEP BARK MULCH EXISTING TURF GRASS TO REMAIN NEW DWARF TALL FESCUE SOD (174 SF) (REPLACE EXISTING DUE TO GRADING) 16 NEW 5 GAL 5 NEW 24" BOX RHAPHIOLEP/S UMBELLATA 'MINOR' (DWARF YEDDO HAWTHORN) PODOCARPUS HENKEL/I-COLUMNS (LONG LEAFED YELLOWWOOD) SCREEN BACK OF BLEACHERS EXISTING CHINESE PISTACHE TREE TO REMAIN 18 NEW 5 GAL 16 NEW 5 GAL RHAPH/OLEPIS UMBELLATA 1MINDR1 (DWARF YEDDO HAWTHORN) CALLISTEMON 'LITTLE JOHN" (LITTLE JOHN DWARF BOTTLEBRUSH) EXISTING PODOCARPUS HENKELII HEDGE TO REMAIN FOR SCREENING EXISTING BOUGAINVILLEA 'TORCH GLOW' TO REMAIN 11 NEW 5 GAL RHAPHIOLEPIS UMBELLATA 'MINOR' (DWARF YEDDO HAWTHORN) 2 EXISTING CHINESE PISTACHE TREES TO REMAIN EXISTING TURF GRASS TO REMAIN. REPLACE ANY AREAS DAMAGED BY NEW CONSTRUCTION WITH NEW SOD. 2 EXISTING PINK TRUMPET TREES TO REMAIN 15 NEW 5 GAL RHAPH/OLEP/S UMBELLATA 'MINOR' (DWARF YEDDO HAWTHORN) EXISTING RHAPHIOLEPIS HEDGE TO REMAIN ALL EXISTING DATE PALM TREES TO REMAIN NEW DWARF TALL FESCUE SOD (454 SF). REPLACE EXISTING DUE TO GRADING. ( ELEC & HVAC. KEEP CLEAR 36" IN FRONT. Vi / / 1--.. ··,: .... , \\ \ \). ,J \ ' \ ' \ \ / i \ \ \ / I --- ! I --- i! I I I ,' / I' I ) I fiJ I 1 -----------------0 PLANTING PLAN 0 SCALE 1" = 10' LIMIT OF WORK N 20· ( h _ __!___,... .. / 5' 1 O' I ' I HVAC. KEEP CLEAR 36" IN FRONT I ; J•··~-,,,/< _ _ . / ' f"-J - / ' ,- -----. -.cc"'"'" ii_'"- 2 EXISTING PODOCARPUS HENKELII TO REMAIN INSTALL 3" DEEP LAYER OF BARK MULCH UNDER ALL SHRUB AREAS (TYP.) 24 NEW 5 GAL 7 NEW 24" BOX 23 NEW 5 GAL AGAPANTHUS AFR/GANUS (LILY OF THE NILE) POOOCARPUS HENKEL/I (COLUMNS) LONG LEAF YELLOW WOOD RHAPH/OLEP!S UMBELLATA 'MINOR' (DWARF YEDDO HAWTHORN) EXISTING WEEEPING WILLOW TREE TO REMAIN EXISTING LIOUIDAMBAR STYRACIFLUA TREES TO REMAIN ~----------,~----,~=---------EXISTING SHRUB PLANTING TO REMAIN EXISTING LAWN TO REMAIN ., _, EXISTING CHINESE PISTACHE TREE TO REMAIN ~~---~-------~----NEW DWARF TALL FESCUE SOD (835 SF). - - - -------------- ' i :( 1-------~ ---- -. ---- ------------ REPLACE EXISTING DUE TO GRADING. 3 NEW 36" BOX MAGNOLIA GRANO/FLORA 'LITTLE GEM' (LITTLE GEM SOUTHERN MAGNOLIA) INSTALL 36" OJA. WATERING BASIN WITH 3" DEEP BARK MULCH - - --------+--- ----------------------+---- LANDSCAPE NOTES: 1. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 2. EXISTING SLOPE LANDSCAPING SHALL BE REFURBISHED, REPLACING ANY DEAD/MISSING PLANTS AS APPROPRIATE TO MEET CITY OF CARLSBAD LANDSCAPE MANUAL REQUIREMENTS. 3. ALL UTILITIES ARE TO BE SCREENED. 4. ALL SHRUB AREAS TO RECEIVE 3" DEEP LAYER OF BARK MULCH. LANDSCAPE MAINTENANCE RESPONSIBILl1Y: ALL LANDSCAPE AREAS ARE TO BE MAINTAINED BY THE PRIVATE LAND OWNER. r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 1--~---__ 51JBlv1 1TTAL'3 / IS~~l'.::; !"J J.. TE DE SCRlflTlrn~ / 'I T,',,/,11' I ,' /' i ,' ' - ' ' ,r ) !' ,' / , / ',_; i ') ,'_ / / ,\ / I I I ,,---.-, i : ! 1 ._,i__i __ )L/i C),C•~r,--'-/ ~·~ / I • I__ ,_ , ,I ._,. I__ C: t;U iLT" RCE ___ _ E/ P ____ _ REVI EWED RY: CAT E I ,;1~ff7l9FT 1Cl_'1 __ -_,_'_1_' () F C liF? L,~ ll /\D ~j ~ Fci'-111111-1:~ ~l ·/l']C,11 1-----------------------,-- -+-----J- ---+---t -====:::; ~----------r----+------------- - DA.TE lf~ITIAL DATE 11..J ITi.A.L DE Sl(,~J ER OF WORK F!E\/I',I01I DE ':,C RIPTIO l,I OTHER /\PPIWVAL f------~- --·--- DATE tr~!TIAL CITY APPRO VAL LANDSCA PE IMPROVEMENT PLANS FO R LEGOLAND FUN TOWN STAGE RENOVATION 1 LEGO LAND DRIVE, CARLSBAD, CA 92008 PLANTING PLAN U\i\-lJ BY: P'//A F'l'O.JECT I 10. LPC 2023-001 1 SDP 2023-0003 [)?A'vVI/\I G l·JrJ . r_', IKD BY· PWA RVWD BY: 543-2L SH lE l- 11 OF 23 SHEETS UB 18-2 Specifications 0.060" (l.52 mm) 18 11 DeepRoot ® Tree Root Barrier Double Top F.dge --- Specified t'ee 'C•O'. JJ'iie" :s J 'l;eci'cr!Ccl tarriH ard 'Oot def ecr L:sed :c ~rever: tree r~o:s f•om danaging hardscape; a1:i la-csccoes Assemb ed • n 2.4" ,:609 'l:m:1 ong -11ofoes tJ cr::a:e ·•n·ir g le-,gth fc:r 1· near aJplica ti-=•r,s. o· ~erImete: surrcu 1d aJp I:atIcns ir V2r/ing sizes A. Materials 1. Th e contructor shall furn ish and rntall tree root barrier as specified The tree ruot barrier shall be either product 1/UB 18-2 JS manufactured by DeepRoot'" Green Infrastructure. LLC1 530 Washington S1roet, San frJncisco, CA, www.deeproot.com 18C0.458. 75681. 2 ~cot barr:er shall Ce re:yclc~le, black, in,ection molded p;;nels with 8.75 ' ,:190 1~<1 wall th'ckne~s in modules 24" :EDS nm:1 long anD 18 (4SO rm:, deep 3. Root barrier shall be manufac:ured with 75% rep:ocesse:i polvpropylene with added ultrcviolet inhibitors. 4. Root barrier shall be comprised of 24" (609 mm) panels. l:ach panel shall ha\le no less than four (4) Molded Integral Vertical Root Directing Ribs of a minimum 0.060" (1.52 mm) thickness, protruding l/2" :121 mm) at 9C' frc,m inter;or of the barr er panel,. s:iaceci b" 1)52.4 mm:1 apart. i'.5':e De:.(is A & o;, 5. P,oct barrier shall ha•,e 2 OoJtk ·op ~:::ge consist'ng of two para I Id imegral, ~crizorital 0ibs a'. the to~ of :r.e panel ot O OSC" :1.s2 mm: thickness, 3/8" 1:9.53 mm:, wide and l/4" 1:s.35 mmi apart with rhr lown rib ;ittached to the vertical ~oot Directing Ribs (See Det~'i Al 6. Root barrier shall have a minimum of nine (9) Ariti-Lift Ground Loe~ Tabs co11sisting of int1cgrill horiwntal ridges of minimum 0.060" \l.57. mm\ thickne,s in the shape of a s<2gmen\ oi a circle. the 2 1/4" ::sns mrn1 chod of the segment joining the pane! wall and the segr;-ie1t, prctrLding 3/8" (9.53 mrr:: 'ror·· the panel. The grcu~,d locks cr1 each pane: shall te <'bcut e:_,Jally s~m,::: oetv1·ecn each of the vertica l rooi directing ribs 1:see j etail; B &. ]:· 7. Root barrirr shall h3·_.-e an integrated Zipper Joining Svstem for Jssernbly by sliding one p:;nel into another \See Detail C). US. Pa1ent s: 5,305,549; and 5,528,357. Other Pa tents Pending. P:open:es T·-mical Vclue ,AST\1 Tes: Met"Od Te1sile s:'ength ~ yie'd-1/1/c I 2.3S4 JSI )632 T e1s!le st'e ng:·1 ~ /ie d -r "1ge 2.846 PSI D638 -Yield Elongotio1 -wa: 7.44% D638 Yield Elongation -Hinge 7.'Jl% 0€38 Flexural Modulus 119.62 5 PSI 0790B Notched lzod Impact -Wall 3.84 (h·lbs) 0256A Rockwell Hardness r. scie Wall 84.4 D785A 5' OR LESS * { I ' I I I ·-,_ • :/4" 1:S3S mr-;: O.Ot:·J' 11.51 rn;) DETAIL A ~- 0.075" (LSOmm) I '-----4megrcl '✓<:r t1 c a l Root D1rect1ng Rib DOUBLE TOP EDGE AND VERTICAL ROOT DIRECTING RIB DETAIL B -\_ 0.060" 1152 mm) ANTI-LIFT GROUND LOCK TAB DETAIL C -ZIPPER JOINING SYSTEM "''-"'•'' ;•;;,·.; , .. cJ'· ~.----- -- - "'"".,, '""''-' - - - - ....... ----i!, ,lll1•,i.-rPan•·',<Hl:':":l;u1•m;10,,> 7",·· ,··~,·,-,·i ,.,,';:,• ,;,,·'"·" l,;.,. T;es i DETAIL D-TREE ROOT BARRIER PANEL TREE TRUNK 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. ' co I :'-,--~-'-- ■ ,' •· • CURB, SIDEWALK OR OTHER PAVEMENT • ROOT BARRIERS ARE REQUIRED WHEN TREES ARE INSTALLED WITHIN 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: DRAWl\'G r·1LES ,TITLE SHEETS CLSB-IP.DWG REVISED: .3; I 2016 ' CROWN OF PLANT TO BE 1" ABOVE FINISH GRADE. 3" DEEP LAYER OF MULCH (REFER TO SPECS. FOR TYPE OF MULCH). I cc, ---, I =-i-·---- ~IJ:= I 'fi , J';- BACKFILL MIX PER SPECS. PLANTING TABLETS PER SPECS. UNDISTURBED SOIL 2 X ROOTBALL FLAT GRADE CONDITI ON NOTE: ROUGHEN SIDES OF PLANT PIT TO PREVENT GLAZING AND PROMOTE ROOT PENETRATION INTO SURROUNDING SOIL. NOTE #1: THE SIDES OF THE EXCAVATED PLANT PT 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 MATTING MAY BE USED, NO JUTE MATTING. SEE NOTE # 11---, LINE OF SLOPE ....... ----'-1 ---1 1:=:-1 1:1 MAX l==i l, -=11 i== 1 ~lU:=lll= =:I I I=--:! DEPTH OF I i'=i I I: ROOT BALL -1 I !,:"I -' - PLANTING TABLETS PER SPECS. BACKFILL MIX PER SPECS. -: I - 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 m=~lJ--:-_ : 1::::1 ' Ice, • -__ ! __ ;-I IIJl--1 -11 '1:1W=1=~:_--l~:~,f1_1_-'--' 1--i ·1 ,---: ~--i--·~~·._J-=-~ ... .l1·1 .l_!_ 2 X ROOTBALL SLOPE CONDITION (6:1 AND STEEPER) 2~-------------0 SHRUB PLANTING DETAILS ' 0 I OJ ' 0 I N ' 0 I No Scale ~ CUT OFF DAMAGED END OF STAKE. ~ --------------TREE TRUNK . ---~ 'CINCH-TIE' OR APPROVED EQUAL. ~--.,... _______ t:;==7 ~==!~ ~ ~ 2" DIA. ROUND LODGEPOLE PINE I TREE STAKES (2). DRIVE STAKES OUTSIDE OF ROOT BALL. ' tD I N ::J xo§ ,-- o 0 0:: 1.5 X DIA. OF ROOTBALL. FLAT GRADE CONDITION '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. 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 -------~ ' 0 I N LINE OF SLOPE 1 :1 MAX BACKFILL MIX ___ _,, FERTILIZER TABLETS PER SPECS. 6" 1.5 X DIA. OF ROOTBALL. 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. ......... ' ' SLOPE CONDITION (6 1 AND STEEPER) 1~--------------0 TREE PLANTING DETAIL l-----+---1------------- · ·-··-----------f----+--- f---+--- ~ S~EE ,- 2Q r-w-Apel landscape architects lilC. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 SUBMI TTA LS DATE 4/13 / 2023 1st CITY & 8/2'. /2023 ' 2nc· CITY & : xp1ro 10n a e I ISSUES DESCRIPTION COUN TY PLAN CH ECK COUNTY Pl..N\' CHE CK --- 9/15/2023 .3rd CITY FOR SIGN ATURE'") -- I ,-.. ,------, 1 "-·', ,-, r ' • : /-,) hj r { ,-/'1 ' i' I i\l , ,' \ 1 '-,' '---' r, i ; l.j .1 1 c-0,D I lJt \ OR,,------,0 _1 5 ~· ,1 , C'vi !..._ LOCA T/01\J or PLA!\JT/1\JG ARF A. RC [ ___ _ EXP ____ _ DATE REVIEWED BY: iNSPEC TUF~ DATE CITY OF Ci",RLSBAD PLA NNING DIVISION LANDSCAPE IMPROVF:MENT PLANS FO R: LEGOLAND FUN TOWN STAGE RENOVATION 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 PLANTING DETAILS ------ - -------,---+---+---+----'I =,,=,P=PR=o=vE=.o=, =~= = o/9u._ <J /zch 3_ I PLAm1:1,1G ~ 1------,---j------ DATE INITI.AL DATE INITIAL DA.TE lNI TI AL DESIGNER OF WORK f,EVI SION DESCRIPTION >-----~ -1-----~----1 OTHER APPROVAL CITY APPROVAL OWN BY: _F(Yl_6__ CH KD BY: RWA. RVWD BY: PROJECT NO . LPC 2023-001 1 SOP 2023-0003 DR1\WING NO. 543-2L SH EET 20 CF 23 SHEE TS PLANTING SPECIFICATIONS PART 1 -GENERAL REQUIREMENTS 1.01 WORK INCLUDED A. Work of this section generally includes the provision of horticultural soi l testing, soil preparation, planting, mu lching, and associated elements and includes all services, labor, materia ls, transportation and equipment necessa ry to perform the Work indicated on the Drawings and as specified herein . 1.02 RELATED SECTIONS 1.03 1.04 A. Irrigation System Specifications REFERENCES A. Periorm the Work in accordance with the Contract Documents as well al l applicabl e laws, codes, ordinances, rules and regulations. B. Conform to requirements of reference information listed below except where more stringent req ui rements are shown or specified in the Contract Documents. (1) American Society of Test111g Engineers (ASTM) • as specifically referenced in this Section. (1) American Nurseryman Association· product quality standards. (3) City of Carlsbad Landscape Manual, latest edition. SUBMITTALS A. Submit to the Landscape Architect the items lis ted in this section. Submrttals shall be prepared and submitted in the manner specified in Section 1300 -"SUBMITTALS", and as specified in the sections related to the individ ual items. B. C. D. E. F. G. 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. (1) Herbicides, pesticides, fungicides, bactericides. (3) Mulches. (4) Bioretention basin/swale soil mixes. (5) Gravel mulches. (6) Decomposed granite paving mater ial. (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 submiss ion of product samples and/or additional product information. These shall be submitted by the Contractor in the form and quantity directed. Product and material samples shall be submitted to the Landscape Architect for the follow ing listed items. Refer to PART 2 • PRODUCTS AND MATERIALS for specific submittal req uirements of each item: (I) Root barriers. (2) Planting area edging products. (3) Gravel mulches. (1) Bark mulches. (3) Compost soil amendment(s). (4) Imported top soi l sample and horticultural soil s reports. (5) Erosion control bla nkets and/or mulches as specified. Plant samples: Plants shal l be subject to approva l by the Landscape Architect and Owner' representative. Samples shall be provided. Refer to paragraph 2.04 -"PLANT MATERIALS" for require ments. Invoices, trip slips or packing labels showing total quantities of mater ials 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 paragraph 2.07 -SEEDS; (2) All fertilizers, soil cond itioners & amendments. (3) Hydromu lch and binder. (4) Mulches. (5) Herbicides, pesticides, fungicides, bactericides. Test reports: (1) Soil tests, per paragraph 3.01 • SDIL TESTING; (2) Seed testing, per paragraph 2.07 • SEED. Empty packaging containers for fertilizers, soil conditioners, soil amendments, potting mixes and mulches inco rporated into the Work shall be stored at the site for inspection by the Landscape Arc hitect. H. The Contracto r sha ll subm it to the Landscape Architect the total area (sf) to be covered by the above listed products and materia ls. 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 ad1ust final plant locations as directed by the landscape Architect in the field. Refer to paragraph 1.01 -OBSERVATION AND FIELD COORDINATION WITH THELANDSCAPE ARCHITECT, and paragraph 3.01 -PLANTING, for procedures. 1.07 OBSERVATION AND FIELD COORDINATION WITH THE LANDSCAPE ARCHITECT A. B. Landscape Architect's Observations: If so reta ined and auth orized by the Owner, the Landscape Arc hitect will make periodrc observations of the Work in progress at the project site. It is the Contractor's responsibility to keep the Landscape Architec t informed of the progress of the Work and to notify him a minimum of five (5) worki ng days in advance of when observati ons are required. Notify the Landscape Architect for the following observations: (I) After completion of demolition, clearing and grubbing, weed abatement, and finish grading, but prior to planting and/or hydroseeding. (2) After so il 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 hydroseedi ng, mulches and groundcovers. (7) Lawn areas, afte r finish grad ing and soil preparation, but pri or to seed ing, stolen izing 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 /RR/GA TION SYSTEM SPECIF/CATIONS 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 wi ll direct the fi nal 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 sha ll be as follows: (1) While stil l in the ir containers, the Contractor shall place trees as close as possible to the locations shown on the plans . This shall be done Ql!Q!: to planting holes being dug, or Contractor may dig at his own risk. (1) On slopes 1:1 and steeper, or, for large box trees where repositioning is difficult, a wood or metal stake shall be driven into the ground at the tree location shown on the drawings. Stakes shall be a minimum of five (5) feet tall and the top of each stake color coded with paint or flagging material indicating the different tree species and containe r sizes. (3) The Landscape Architect will approve each tree location, or direct the Contractor to make adjustments as necessary. (4) Contractor shal l install trees at the approved locat ions and allow reasonable repositioning prior to diggi ng planting holes. (5) Trees planted by Contractor rn locations not approved by the Landscape Architect are sub1ect to relocation at Contractor's expense. C: DRA'.VING F·:LES \TITLE SHEETS CLSB -IP.DWG REVSED: 31 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. B. c. Maintenance responsibility: The Contractor shall continuously maintain al l plantings during the progress of the Work and during the Maintenance Period until Final Acceptance is issued by the Owner. Maintenance Period: After Substantial Completion of the Work, a post -construction Maintenance Penod shall 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. Maintenance Operations: 1. Regular maintenance operations shall begin immed iately after each plant is installed. All planting shall be kept rn a healthy, vigorous state, free fro m disease and pests. Maintenance shall include watering, fertilizing, cleaning, pruning, weed erad,cation, pest and disease co ntrol, edging, restaking, spraying, cleaning up and other necessary operations of maintenance. All plants found to be dead or in a dec lin ing condition shall be replaced immediately upon detection at the expense of the Contractor. 2. Lawns shall be mowed at a frequency consistent with the growth rate of the grass so as to continuously maintain it within the optimal height range for its type. Do not mow wet grass. Edge lawns along a neat and uniform line. Control all insects, fungi and invasion by weeds or other unintended grass species. 3. Fertil ization: All planting areas shall be fertil ized at thirty (30) day interva ls atter pla nting with post-plant granular fertilizer at bag recommended rate. Contractor sha ll 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, pl ug, stolenize or sod damaged areas. D. Cost of Maintenance: The Contractor shall include in the Contract Price the cost of all maintenance during construct10n and the post-construction Maintenance Period. E. Termination of Maintenance Period: ne Contractor will be relieved of maintenance work when the fina l sixty (60) calendar day plant establish ment work has been satisfactorily comp leted. If maintenance is unsatisfactory, Contractor shal l 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 Acceptance from the Owner shall not be granted until the satisfactory completion of the Maintenance Period. 1.09 PROTECTION , GUARANTEES AND REPLACEMENTS A. B. C. D. Protect ion: The Contractor shall be responsible for maintaining adequate protection of the Work during the Maintenance Period. Damaged portio ns of the Work due to Contractor's acts or failure to provide re.-isonable 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 con ditions, vandal ism, or other damage that Is clear ly beyond the Contractor's control or otherwise could not have been reasonably prevented by the Contractor Plant guarantees: 1. All plant material under 15-gallon size, groundcovers and lawns shall be guaranteed to remain healthy and vigorously growing for ninety (90) days from date of Final Acceptance. 2. All plant material 15-gallon size and larger shall be guara nteed to remain healthy and vigorously growing fo r one (1) year from date of Final Acceptance. 3. Palms: Phoenix canariensis, P. dacty/i/era 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 (1) years from date of Final Acceptance. All other palm species (family pa/mae) sha ll be guaranteed for a period 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 (common ly 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. Replacement materials: Plants used for replacement sha ll be of the same kind, size and quality as originally furnished at no additiona l cost to the Owner. Replacement plants sha ll be guaranteed for the same length of time as the original plant, commenc ing on the date the replacement plant was installed and accepted by the Owner Hydroseeding Guarantee: The Contractor shall re-hydroseed all seeded areas that have eroded or have not germinated at the end of eac h 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 severa l degrees of breakdown rate, a portion of inorganic amendment that res ists 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%. B. C. D. [ . F. G. H. I. J. K. L Contractor shall submit proposed product(s) for approval by the Landscape Architect Bulk delivery composts and/or municipal "green waste " mulch that has been ful ly composted may be accepted. Submit product samples, information on origin and compos ition, and any supplier test results for pre-a pproval by the project Landscape Architect. "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 fo1 horticultural purposes. Pre-plant fertilizer for tree, shrub and groundcover areas shall be commercial type, long lasting, non -burning, contro lled release, uniform in composition, suitable for application with approved equipment, with an approximate N·P-K nutrient ratio of 1-10-10 or 6-10-10. 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 3-1-1 (such as 14./-3, 11 -8-4 ). Trace minerals shal l include approximately 1% 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 commerc ial formulation having an approximate N-P-K nutrient ratio of 4-1-2 (such as 21./-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 10-10-5. Fertilizer for potted plants shall be a slow release, granular ty pe such as Osmocote 18-6-11 or 17-/.11, 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 fung i, nematodes, weeds and weed seed, both ann ual and perennial and soil insects as approved by the Landscape Architect. 2.02 A. B. POTTING SOIL All pots, planter boxes and other planting containers shall be backfilled with 100% commercially mai1ufactured potting soil. Site soil shall not be used. Potting soil sha ll be sterilized, free of weed seeds, debris or other materials that would be detrimental to plant health. Potting soi l shall be a mixture of organic materials including prne, redwood and/or fir bark, peat moss, coarse washed sand, horticultural perlite and/or vermiculite, and mineral and chemica l buffers . Superso1/ 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 pro1ect site from an off -site location shall be pre -approved by the Landscape Architect prior to transport. B. C. Soil tests conforming to the requirements of paragraph 3.01 • SOIL TESTING shall be conducted on all topso il sources proposed for use. Contractor shall fo rward test results to the Landscape Architect for rev iew and approval prior to purchasing topsoil. Acceptable test results are specifi ed 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. 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 ornamenta l 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. Topsoi l shall be natural in origin, and shall not con sist of parent material (subsoil), nor contain stones over one inch (t") in diameter. "Manufactured soil" or "Planter Soil", typically consisting of sa nd and organic amendments, shall not fulfill the requirements for topsoil. In no case shall topsorl contain more th an five percent (5%) by volume of the fol lowi ng: stones larger than one inch (1"), coarse sand, and small clay I:rmps. D. Import topsoil shall be amended with organic, mineral and fe rtilizer amendments as specified in paragraph 3.06 -SOIL PREPARATION. 2.04 PLANT MATERIALS A. Nomenclature: The scientific and common names of plants spec ified conform to the latest edition of the Sunset Western Garden Book, Lane Publish ing Company, Menlo Park, CA. Scientific names take precedence. Commo n names are given for convenience on ly. B. Suppliers: All plants shall be supplied from a reputable commercial nursery approved by the Landscape Architect. All plant material sha ll be grown at nurseries in spected 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 thei" 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. E. F. G. H. I. Container stock larger than one (1) ga llon size shall 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 "rootbound." No plants that have cracked or broken rootballs after removal from the container shall be installed, e<cept upon inspection and approval by the Landscape Architect. No trees with damaged or broken rootballs shall be planted. No pruning of plants shall be done except as directed by the Landscape Architect. Lateral branches along the trunks of trees shall not be removed. 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 so il line to the heart of the leaf crown (meristem), commonly known as "brown trunk he ight" 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 14 hours of digging. All Phoenix species palms (Phoenrx canariensis, P. dactyli/era, P. rec/1nata, etc.) sha ll be inspected by a recognized pathologist/ pest control advisor who shall inspect each tree prior to delivery primarily to determine any infection of Pe111ci/l1um vermoese111a (commonly known as "pink rot") which should be controlled prior to shipment. Even if found to be free from infection, the leaf crown of~ Phoenix palms shall be drenched in a bacterial/fungicide solution (such as Ben late) at the manufacturer's recommended rate prior to shipment. Turf Grass Seed: Grass seed shall be fresh, clean, new crop of seed, premixed by mechanical mixer to proportions specifi ed. Seeding rate shall be as recommended by the seed supplier. 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 pro1ect site for inspection prior to installation. Plants will be observed for conformance to specified variety, size, form, shape, condition, pests, disease, latent defects and inIury. If reIected, plants shall be removed from the site and replaced with the specified materials acceJtable 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 samp les shall remain on the site and shall be maintained for comparison with all other plant materials to be furnished. Approved samples sha ll be incorporated into the Work. J. Plant Materials selected by the Landscape Architect: PRIOR TO BIDDING, the Contractor shal l 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. General ly, the Landscape Architect will tag all trees 14" box size and larger as well as certain specimen plant material The contractor shall purchase all material tagged by the Landscape Architect. 1.05 STAKES, TIES & GUYING MATERIALS A. Stakes used for tree and plant supports shall be round Lodgepole Pine, 2" to 1-1 /2" in diameter, no less than ten (10) feet In length, and treated with copper naphthanate. Stakes sha ll be conically pointed at the driving end and chamfered at the other. r other approved product. B. C. Tree ties sha ll be "Cinch-Tie" by V.I. T. Products. San Diego, o Guy wires shall be 10 gauge, zinc-coated steel wire.1-ply, re contact tree branches. Guy wi res shall be covered their full e inforced rubber hose, l /1" diameter, shall fully cover guy wires wh ere they xposed length with 1/1" diameter white P.V.C. pipe to enhanc e their visibility. D. Deadman anchors sha ll be: (1) pressure-treated 1"x4"xl8" douglas fir, or, (2) one 8"x8"x16" concrete block, Deadman shall be completely buried at depth sufficient to pre vent withdrawal of the anchor under hrgh wind loading conditions. ducts, Inc, Item #T-0/2, or approved equal for vines 5 gallon size and smaller. E. Vine ties shall be "Sturdy Vine Supports" by Calif Plastic Pro Specimen size or heavy vines may require stronger support in anchors if driven into masonry). Tie stems to screw eyes wit which case galvanized screw eyes of an appropriate size shall be used (with h plastic nursery tape or other suitable rot and rust resistant material. 2.06 HYDROSEEDING MATERIALS roved equa l. Hydromulch shal l be composed of wood cellulose fiber free from A. Fiber Mulch: Type 2000 as manufactured by Conweb, or app any sy nthetic or plastic materials and contain no germination evenly and remains suspended in agitated water. The fi ber m application. Fiber mulch shall conform to the following property analysis: Moisture content: 9.0% +/. 3.0% OD. basis. Organic matter: 99.1% +/. 8.0%. Ash Content: 0.6% +/. 0.2%. pH: 4.8 +/. 0.5. Water holding capacity: 1,150 grams H20 per 100 grams fiber. or growth inh1b1trng factors. It shall have a consistent texture whrch disperses ulch sha ll have a temporary green dye to facilitate visual marking of /1\ ,----.-- - ---·- -- --- DA.TE INI TIAL DESIGNER OF WORK REVISION DESC RIPTION -·· --------- .. ! I DATE INITIAL OATE INI Ti AL OTHER APPROVAL CITY APPROVAL I S2E1TJ I r-w-Apel landscape architects inc. 571 Hygcia Avenue, Unit B Encinitas, CA 92024 (760) 943-0760 CA license #2825 Expiration Dute: .-9 /30 /2024 SUBMI TT ALS I ISSUES DA TE DESCRIPTION ··- 4/1 3/2023 1st CITY & COUNTY ~'LAN CHECI<. 3/21/2023 2.-1d C:!TY & COUNTY PLl,N CHECK -···"- 9/15/2023 3rd C TY 0 0R s:G\J ATl_;R:::s : --·~- /\ 0 ,') q (') \ /~-,'\ 1,1 r(-,J /'--U r:-nP I '.../ I \ 1pol.r· 1\ Ti(),,\l J \ /\/ ,r1 p / ~ ,\I ·,,r /,t, / 0 I, \/\,l1.__J,t-1, ,' } '---' .1 ,1 ' I '1 !__) I L_~,/\j I ,' ,I \JI., _ _.,.., ()' i / y J /\1 L. ,' ' !_1\il' l u' 'u('/1\/r' ,1,',/l;L I li\'U ppr:-r1 5F I / ,L... V1 _ LOCA T/0/IJ or PLAllJ TIIIJG AREA . ,, /\ C ' BU ILT" / i, ,_:) RCE EXP. D/1.TE REVIE WED BY: INS?ECTOR 01'.TE CITY OF CARLSBi\D I PL.ANN 1NG D1\/,SICJN ·---··-------- LANDSCAPE IMPROVEMENT PLANS FOR LEGOLAND FUN TOWN STAGE RENOVATION 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 PLANTING SPECIFICATIONS l'PPROVED ~ 11¥, .. , I __ewc,h ' PL.ANNll•IG ! OV/N BY R'WA. PR OJECT NO. DR.AWING NO. i CH KD BY: RWA LPC 2023-00 11 543-2L WD BY: SDP 2023-0003 -· SHEET 21 OF 23 SHEETS B. c. fiber mulch shall be applied at the rate of 2,000 lbs per acre unless noted differently on the plans. Atter 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-Bmder Organic Seedmg 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 011 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: eac h seed variety shall be supplied in individual packages proportioned for a common un it 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 qoantities furn ished 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 wh,ch become wet, moldy or otherwise damaged in storage or transit shall not be accepted. 2.08 BARK MULCH A. Bark mulch for use as a top cover in plant ing areas shall be "forest F,nes" 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 cons idered if submitted and approved by Landscape Architect. Jute matting is not allowed. Such products must conform to City/County agency requireme nts or standards. B. The netting component of erosion control blankets shall be biodegradable, with a maximum mesh size of 1 "x2" and shall be approved by the Landscape Architect. C. Wire Staples for anchoring netting and straw shall be aluminom staples, minimum 6" long, having a "U" shape, commonly called "J ute Staples"or "Sod Staples", and shall be approved by the Landscape Arc hitect. 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 la boratory. 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 occor (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 1" to 4" below the surface. 5. Samples shall be a minimum of I pint 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 Classificatio n; (6) Pe rmeability/percolation rate (extract method); (7) Macro -nutrients: nitrogen, phosphorus, potass ium; (8) Micro-nutrients: iron, manganese, calcium; (9) Boron analysis. Test results shall include recommendations by the soil lab for soil conditioning, fertilization rates, and remedial measures for problem areas. Recommendations should consider the general plant material types that will be planted in the subject soils (ie., turf, ornamental trees and shrobs, natives, etc). Approval of test results: All test results shall be submitted to the Landscape Archi tect for review. No soil preparation or planting shall be performed until the Landsca pe Architect has reviewed the test results and approves the so il preparation recommendations. Acceptable test results are: pH: 6.0-7.5. EC: 0-1.0 millimhos/cm; above 3.0, corrective action req'd. ESP: 0-12.0; above 15.0, corrective action req'd. Nitrate: 300+ lbs/acre. Phosphoru s: 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\CLSG-IP.DWC RE VISED. 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 sha ll 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 Q!.!Qi. 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 fertil1Zers 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 test ing 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 li mits of work 111 the fol lowing manner and sequence: 1. Irrigate one to two times per day for a period of at least fourteen (14) calendar days. lrngate 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 ~-emergent herbicide to areas that will be seeded as this would kill the seeds or seedlmgs. 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. B. C. "Rough" grading by others: The Landscape Contractor sha ll verify with the General Contractor and/or Owner that the site will be "rough" graded by others and what the precision of grading wi ll be prior to bidding and again prior to landscape installation. "Rough" grades are typically delivered within plus or minus one tenth of a foot ( +/-1 /1 O') 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 cond ition the site will be delivered to him. "Finish grading" under this section shall ,nclude 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 responsib le for finish grading, unless noted otherwise in the Contract. finis h grading shall inc lude 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 resolting from tillage and all other operations shall be smoothed and floated oot before planting operations are initiated. The Contractor sha ll take every preca ution to protect and avoid damage to sp rinkler heads, irrigation lines, and other undergroun d 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 fini sh grades prior to planting operatio ns 3.05 SOIL FUMIGATION A. If indicated in the pro1ect Scope of Work, or if directed by the Landscape Architect, fumigate the soil to eradicate weeds, weed seeds, so il 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. B. C. D. E. Fertilizers, soil conditioners and amendments shall be applied to all planting areas as specified by this Section. "GENERAL" soil preparation shall apply to~ planting areas in the project unless spec,fically noted otherwise on the plans. "General" soil preparation Work includes the incorporation of organic amendments, mineral or chemical materials ("soil conditioners") and fertil1Zers 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. 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, pl us all other fertil izers, minerals, gypsum, sulphur, or other in-organic soil conditioners as specified. In-o rganic fertilizers and conditioners may be applied in the slurry mix for slopes to be hydroseeded if appropriate and approved by the Landscape Arc hitect. Slopes greater than 2:1 do not require the organ ic so,I amendments specified for "general" soil conditioning, but do require al l other fertil izers, minerals, gypsum, sulphur, or other in-organic soi l conditioners as specified. 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. The following rates of fertilizers, soil conditioners and organic amendments are for bidding purposes only. Contractor shall obtain horticultural so il tests as specified in paragraph 3.01 -SOIL TESTING prior to amending soi ls and submit soi l test reports to the Landscape Architect. Reports shall indicate a reco mmendation for soi l conditio ning and amendments. After rev iew 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 instruct ions 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 tt. 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 Su lfur: 1 lb./cu. yd. Iron Sulfate: 1 lb./cu. yd. Pre-Plant Fertilizer: 4 lbs of 1-10-10, or 2 lbs of 6-20-20 per cu yd. Planting tablets shall be placed in each planting hole at the following rates 1 5-gram tablet per liner and flat size plant 1 21-gram tablet per gallon container 3 21 -gram tablets per 5 gallon container 4 21-gram tablets per 15 gallon conta iner 1 21 -gram tablet per each 4 inch of box size F. G. H. I. J. PRIOR to application of soil conditioning materials, complete all clearing and grubbing, finish grading and weed eradication operations. Clean all planting areas, removing woods, debris and large rocks from the upper soil layer. Application of in-organic soil conditioners (gypsum, su lphur, etc.) shall precede application of organic amendments and fertilizers if soil tests indicate adverse salt, sodium, or Ph readings. If these tests were within an acceptable range as determined by the Landscape Architect, application of the non-organic conditioners may take place along with the organ ic amendments and fertilizers. Correction of excessive salt, sodium or pH factors: 1. 2. 3. 4. If initial soil tests indicated excessive soluble salts, sodium, or adverse pH readings, application of appropriate soi l conditioners (gypsum, sulphor, lime, etc.) followed by deep water leaching may be necessary prior to planting, as determined by the Landscape Architect. Leaching shall take place after the irrigation sys tem is operational and fine grading is complete, but prior to incorporation of fertilizers, organic soil amendments and planting. Gypsum, sulp hur, soil penetrants (surfactants) and other recommended no n-organic conditioners specified to correct adverse soil conditions shall be applied per soils report recommendations immediately prior to leaching. Conditioners shall be evenly broadcast over the area to be treated. Scratch the condi tioners into the top inch of soil if possible. Use a soi l penetrant/surfacant, such as "SARVON" or "WATER-IN", as label directs to aid moving conditioners into the soil and leaching salts. Application of leach water shall be via the irrigation system and shall be applied in a manrer so as to move the soloble salts to a minimum depth of 24", or per soils report recommendations. As a general rule. approximately nine inches (9") of water are needed to leach 70% to 80% of soluble salts to a twelve inch (12") depth. Apply water via the irrigation system at a slow rate so as to avoid runoff for a minimum of five (5) irr igations over a fifteen (15) day time span. This may be speeded up for fast draining soils, or may require a longer period with shorter, repeat irrigation cycles for heavy soils . Dig soi l to verify actual water percolation depth after each ,rr igation. Do not al low soil to dry between wateri ngs. After leaching, soil tests shall be taken again to determine if soluble salt, sodium or pH levels have been corrected. Acceptable test resu lts are as follows: EC: 3.0 max. ESP: 0-12.0 pH: 6.0 -7.5 5. Reapplication of soil conditioners and additional leach,ng may be necessary if tests are still unsatisfac tory . E<pense of repeat tests, application of add1t1onal soil conditioners beyond that speci fied herein, and repeat leaching operations shall be borne by the Owner Application of organic amendments and fertilizers: After approval of soil test results by the Landscape Architect, and after any soil conditioning and/or leaching to correct salt, sodium or pH problems has been completed, organic amendments and pre-plant fertilizers shall be applied. Evenly spread the amendments over the surface of all planting areas to be ame1ded at the rates specified herein. Contractor shall notify the Landscape Architect to approve the layer of materials on the soil surface prior to tilling the material into the soil. Failure to do so may req uire the Contractor to reapply additional condition ing materials to the satisfaction of the Landscape Architect at Contractor's expense. After approval of the amendment layer, the material shall be thoroughly and evenly tilled into the soil to a depth of six to eight inches (6"-8") by at least two passes of a rototiller or other approved method. The thorou ghness and completeness of the rototi lli ng and incorporation of the soil conditioners/amen dments shall be acceptable to the Landscape Architect. No planting shall be installed until approval of soil conditioning has been given by the Landscape Architect. K. Post-planting fertilization: All planting areas shall be fertilized thirty (30) days after planting (or at the end of the Maintenance Period, which ever is sooner) with post-plant granular fertilizer at bag recommended rate. Fertilization shall be applied at sixty (60) day intervals thereatter. 3.07 PLANTING TREES, SHRUBS & GROUNDCOVERS A. B. c. D. Time of planting: Unless specifically approved by the Landscape Architect, planting shall not be performed during weather conditions which may adversely stress newly planted material. Planting shall not take place when the forecasted temperatures for that day are higher than 900 or lower than 400 fahrenheit; or during a Santa Ana wind condition. Location of plant materials: The layout of locations for plants and outlines of groundcover and turf shall be approved on the site by the Landscape Architect. ··spot" or stake locations of all trees, shrubs and vines prior to digg,ng plant,ng holes for approval by the Landscape Architect per the procedores specified in paragraph l.07 -OBSERVATION ANO FIELD COOROINA T/ON WITH THE LANDSCAPE ARCHITECT. Contractor shall check all plant locations for poss ible interference wi th exist ing underground features prior to excavation of holes. If underground construction or utility lines are encountered in the excavation of planting areas, other locations for the planting may be selected by the Landscape Architect. Damaged plants: No plant will be accepted if the rootball is broken or cracked, branches broken or leaves mutilated, either before, during, or after the process of installation. Plants shall not be allowed to dry out at any time. Install plants immediately after removing them from the ir container. Planting trees, shrubs and vines: 1. Planting sequence shall be as follows: (1) Plant and stake all trees and specimen size (boxed) plants. (2) Plant all shrubs and vines. (3) Plant all flatted groondcovers. (4) Install trees, shrubs and vines BEFORE hydroseeding. (5) Install trees in lawn areas BEFORE final soil bed preparation and turf installation. 2. Plant pit excavation : All excavated holes shall have vertical sides with roughened surfaces and shall be of the minimum sizes indicated on detailed drawings. Holes shall be, in all cases, large enough to perm it handl ing and planting without in1ury or breakage of roots, and shall be general ly square in shape. 3. Storage of soil: Protect all areas upon which soil is to be temporarily placed pending its re-use for the filling of planting holes and beds. 4. Excess soil generated from planting holes shall be spread on the site as directed by the Landscape Architect. r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unir. B Encinitas, CA 92024 (760) 943-0760 CA license #282S Expiration Da te: 9/30/2024 SUBM ITTALS / ISSUES DA IE D[SCRIP flON 4/13/2023 1st CITY & COUN TY PLAN CH ECK 8/21/2023, I 2nd C!TY & COUNTY PLAN CHECK 9/15/2023 3~d C!TY ::-o~ SiGNATURES A ,\'", ,i\iL,1 ,r.R ,,i--U1, C,r.._/i' \( r'.l\i(' i / .,,.0 11\/(; ~)[?~('/Sf \/L,', .,'/\JL G' 1.·11,._; .1 i·,L_U1 L()CA TIO!\/ OF PLA i\JT/1\JG AREA . RCE ___ _ EXP _____ _ DATE REVIE WED BY: IN SPE CTOR DATE I----+--+!-/'J\- -----------------J- ---t-------i~-=._-_-=._~':=_-=_---J I s2~2 I I CITY DL?~~ NG CD~~~o¼S B "~D : ~L=A==N=.D==s==c==A~P==E~IM~P;:R;:O==V;:E==M:;:E==N:;T=;:P==LA==N==s~F==O==R==,========; 1------t---+-------LEGOLAND FUN TOWN STAGE RENOVATION 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 --··------ -+---- ,C-----+----+------1 i PLANTING SPECIFICATIONS -----i------t---------1 1------t---+-- --------·--- ~i-~ I ' APPROVED : -! -~p,4/z-, ------ I DLANlll11 G ----- DE SIGNER OF WORK REVISION DESCR IPTI ON I -· . OV/N BY: RWA. --PROJE CT NO. DRNNING NO. DA.TE INITIAL DATE INITIAL CHKD BY: RW6 LPG 2023-0011 543-2L OTHER APPROVAL CITY APPROVAL RVWD BY: SOP 2023-0003 SHEET 22 OF 23 SHEE TS E. 5. Soil preparation: Planting beds and plant pit backfill shall prepared with the soil conditioners, amendments and fertilizers as spec ified 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. Backfi ll: After positioning the plant, the backfill materia l shal l be carefu lly tamped and settled around the rootball to fi ll al l 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 th ree inches (3") above the finished grade aro und the plants (do not create an excavation). Water plants thoroughly to the full depth of each planting hole immed iately after pla nting. 11 . Staking: All trees, 15 gallon and larger, shall be staked per the drawing detai ls. 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 plan ts, property, and the public. Stakes shall be driven into the ground outside of the rootba ll taking care not to damage the rootba ll . Position at least one stake on the windward side of trees. Drive stakes plumb and secure. Tree ties shall be fastened to each tree and stake by looping figure S's with the inside diameter of the tie at 2 or 3 times the diameter of the tree (see detailed drawings). 12 . Guying: Instal l guy wires in lieu of stakes for certain specimen tr ees per the planting details. Ensure guy wires are flagged or otherwise made visible for safety purposes at all times. 13. String trimmer protection: All trees planted in lawn areas shal l have plastic string trimmer ("weed whacker") protection devices insta lled around the base of the tree. "TRIM GUARD" by V.I. T. Products. San Diego, CA (619) 673-1760, or approved equal. 14. Drainage: The Contractor shall be responsible for all surface and subsurfac e drainage required wh ich may affect his guarantee of the trees, shrubs and vines. Contractor shall notify the Landscape Architect of any unsatisfactory drainage condition prior to insta lling plants. Contractor shall install gravel "sump type" plant pit drains as shown on the standard planting details to, all trees or boxed plant material in slowly draining soils, the cost of which sha ll be included in the Contract Price. Specimen trees may require more extensive drainage sys tems which sha ll be installed under the direction of the Landscape Architect The cost of such systems shall be cons idered an extra. 15. Pruning: Contractor sha ll prune plant materials as necessary to provide the specified or approved shape, form and/or size characte ri stics. Pruning may inc lude th inning, 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 fo r palm tree material requ irements. 2. Palm skinning: The following pa lm tree species shall be skinned full height, prior to planting, unless noted otherw ise on the planting details, lege nds or notes: Washingtonia robusta, W. filifera, Phoeoix caoariensis, P. dactylifera. 3. Install palms per the detail drawings. Palms shall be set ve rtica l and plumb, unless directed differently by the Landscape Arch itect in the field. Set palms at a sufficient depth (burying a portion of the trunk if necessary) to en sure 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 wi th plaste r sand, water Jetted in place, for fi rm anchorage. Install plant pit drams in poorly draining soils. 4. Take precautions to prevent infection of palms by pink rot , especially in palms of in the Phoenix genu s. Chemical treatment at the nursery shall be applied as specified for palm trees in Part 2 • PRODUCTS & MATERIALS. When pr uning 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 pathologi st during the Maintenance Period and Guarantee Period. See paragraph 1.09 • PROTECTION, GUARANTEES AND REPLACEMENTS for palms. F. Planting groundcovers from flats: 1. Apply "general" soil preparation to the entire planting area as specified ,n paragraph 3.06 • SOIL PREPARATION. Organic and chemical soil amendments shal l be applied uniform ly to the enti re 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 cutt ings 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 ca lled out on the plans. Ground cove r shall extend underneath the canopy of trees and shrubs even if not graphically shown on the plans. 4. Place one 5-gram planting tab let in the planting hole of each groundcover plant. lmgate immediately after planting and ensure continued frequent irr igation 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 soi l Single Super-Phosphate at a rate of 40 lbs per 1,000 s.f. and Iron Sulfa te at 10 lbs. per 1,000 s.f. B. C. Pre-plant watering: The irrigation system shall be in place, operational and approved by the Landscape Architect prior to installation of lawns. Run the irrigation system dai ly for a period of at least two (2) weeks prior to installing turf to leach salts and moisten the soil to a de pth of at least eight inches (8") Solid sodding turf grass: 1. Time of installation: Soddi ng sha ll be performed only during the time of day and during seasons when satisfactory results can be expected. Only whe n 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 gradin g and the deep watering specified herei n, 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 wel l firmed and moist to a depth of at least 8 inches. 3. Laying sod: The sod shall be laid smoothly, in one direction only, ed ge to edge, with closely fitted , staggered butt-Joints. 4. Irrigate: After laying, but prior to roll ing, the sod shall be irrigated lightly with a spray mist. Irrigation shall occur within 1 hour after the sod has been exposed to direct sunlight and/or wind 5. Role: The sod shall immediately be pressed fi rmly into contact with the soil using a light weight turf rol ler or other approved equipment, so as to eliminate all air pockets, provide a true and even su rface 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 conditi oned 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. \DR/1.\'ilNG FILES\TITLE SHEE rs CLSB-IP.DWC REVISED, 3/1/2016 D. E. F. G. H. I. J. 7. Care and watering: Immediately after sodding, irrigate to insure soi l 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. Seeding turf grass: 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 wh en 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 shal l be raked, floated and rolled to the finish grade by any sta ndard method acceptab le to the Landscape Architect, with the f,n1sh grade left smooth and even, free of ridges and depressions, reasonably well fi rmed and moist to a depth of at least 8 inches. 4. Insta llation: Seed shall be distr ibuted 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 N1trohumus. 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 hydromu lch at a rate of 2,000 lbs/acre, binder at 120 lbs /acre, and GRO-POWER brand Hi-N itroge n 18-3-7 Fertilizer at 350 lbs/ acre mixed in the slurry. 7. Care and watering: Irrigate immediately after seeding, and on a schedu le 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 plantin g shal l the seed bed be allowed to dry out. Once the seeds have rooted, a standard irrigation schedule may be implemented, adapted to the variations in soil type and climatic conditions. 8. Reseeding: Reseed as necessary to insure a solid, uniform stand of turf. Stolenizing turf grass. 1. Turf types: The following turf grass types may be installed by stolen izing-Bermudagrass (and its hybrid varieties), Zoysia grass. 2. Time of installation: Stolens of "war m season" type grasses shall be installed only when climatic conditions are sufficiently wa rm to guarantee quick establishment of a healthy and solid stand of turf--generally during the months of April thru July. The sod sha ll have broken dormancy prior to stoleniz ing. The Landscape Architect shal l approve the start of stolenizing. Under high heat conditions, stolens shal l be planted in the early morning or late afternoon. 3. Stolen material: Fresh sod of the variety spec ified on the plans shal l be delivered to the site by an approved turf grower. The sod shal l be proc essed into stolens at the time of installation. 4. Insta llation: Planting shall take place within 24 hours of harvesting the sod at the growing grounds Soil must be dry prior to in sta llation. 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 pla nting, stolens shall be irrigated to insure soil moisture to a depth of eight inches (8"), contrnuously, for a minimum period of three weeks. At no lime after planting shall stolens be allowed to dry out. Once the stolens have rooted, a standa rd 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 fol lowing turf grass types may be installed by plugging--St. Augustine. 2. Time of installation: Plugs shall be installed only when the whether is 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 do rmancy prior to plugging. The Landsca pe Architect shall approve the start of installation. Under high heat conditions, plugs shall be planted in the early morn ing or late aftern oon. 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. Insta llation: Planting shall take place within 24 hours of harvesting the sod at the growing grounds. Soil should be moist and work able duri ng installation. Cut sod with a sharp knife into plugs 1"-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 shal l 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 shal l the bed be allo wed lo dry out. Once the plugs have rooted, a standard irrigation schedule may be implemented, adapted to the variations in so il type and climatic conditi ons. 6. Replugging: Replant plugs as necessary to insure a solid, uniform stand of turf. Mowing: During turf establishment (the first ninety (90) days after planting) mai ntain cool season turf types (bluegrass, fescue, ryegrass) at two inches (2") height. Maintain warm-season ty pes (bermudagrass, zoysiagrass, St. Augustine) at one inch (1") height. After 90 days, or afte r turf is well esta blished, 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 sho uld be removed in any one mowing. Post-installation fertilization: Al thirty (30) days, sixty (60) days, and ninety (90) days after installati on, 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.). Protection: Protect all turf areas against damage, inclu ding erosion and trespass . The Contractor shall provide whatever facilities and safeguards are necessary to accomplish this. All damages shall be the Contractor's responsibi lity. Weed control: Control weeds by hand remova l and mowing. Do not app ly herbi cides for the first year. 3.09 MULCHING A. B. Bark mulch shall be applied to ALL planting areas, including slopes, except as follows: (1) where spec ifica lly noted as excluded on the plans, (2) seeded areas, (4) lawns, (5) bottoms of bioretention basins and swales, unless req uired by civil engineer's drawings and specifications. 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 so il 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 pl anting area. 3.10 HYDROSEEDING A. The Work of this Section appl ies to hydroseeding of ornamental, tempo rary, and other non-native seed mixes . If a part of this proIect, see the separate NATIVE RESTORATION SPECIF/CATIONS 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 requ ired weed eradication procedures per the Specifications prior to hydroseeding. Prior to hydroseeding, complete soil testing, soil conditioning, finish grading, irrigation system installation, and planting of container grown plant materia ls. Obtain approval of these operations from Landscape Architect prior to hydroseeding. Irrigate to field capacity immediately before hydroseeding. Ensure a wetted so il depth to at least twelve inches (12"). 3.11 3.12 E. Seed Pre-treatment and Scarification: Seeds of certain species requ ire specia l pre-treatment prior to hydroseed,ng or planting in order to promote germin ation. Pre-treatment procedures shall be completed just prior to preparation of hydromulch mixture or dry planting. Seeds of species req uiring pre-treatment and proced ures are indicated on the seed lists. F. Hydroseeding Operations: 1. Hydroseedi ng operations shall be performed by competently trained individuals employed by a qua lified hydroseeding company in accordance with the best standards and practices related to the trade and under the continuous supervision of a competent foreman capab le 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 hydraulica lly sprayed on the soil surface, the hydromulch shall form a blotter-like groundcover impregnated un iformly with seed and fertili zer and shall al low the absorption of moisture and rainfa ll to percolate to the underlying soil. 4. Preparation: The slurry preparation shall take place at the site of the Work and sha ll begin by adding water to the tank when the engine is at half throttle. When the water level has reached the he ight of the agitator shaft, full recirculation shall be established. Seed shall then be added to the tank, followed by fertil11er, then by mulch. The mul ch 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 ra tio of total water to the total Stabilizing Emulsion in the mixture shall be as recommend ed by the manufactu rer of the emu lsion, but shall not exceed (1 2) gallons of water to each pound of stabilizing emulsion solids specified. Spraying shal l commence immediatel y when the tank IS full. 5. Application: The operator shall spray with a unifo rm visible coat by using the green color of the mulch as a gu ide. The slurry shall be applied in a sweeping motion in an arched stream so as to fal l 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. Dai ly worksheets must be filled out by the nozzlemar1. 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. c. Mu lch 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 num ber if app licable 8. Protection: Special care shal l 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 sha ll have a built-in agitation system and operating capacity sufficient to agitate, suspend and homogeneously mix a slurry conta inrng not less than 40 pounds of fiber mul ch, plus a combined tota l of 7 pounds of fertil izer solids for each 100 gallons of water. The slu rry distri bution lines shall be large enough to prevent stoppage and shall be equipped with a set of hyd raulic spray nozzles which will provide a continuous nonfluctuating discharge The slu rry tank shall have a minimum ca pacity of 1,500 gallons and shall be mounted on a travell ing unit, either self-propelled or drawn by a separate unit, which will place the slurry tank and spray nozzles with in sufficient proximity to the areas to be seeded. The hydraulic equipment used for pesti ci de applications shall consist of a clean 150 gallon minimum ca pacity 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 chemica l distribution. The spray nozzle must cover a fifteen (15') foot swath, with a minimum output of five (5) gallons per minute at 80 PSI. 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 app lied to slope s over 1:4 shall be anchored to the ground with approved plastic netting with a mesh size of 1"x2" or smaller Mesh shall be rolled up and down the slope perpendicular to the con tours. Over lap the mesh a minimum of four inches (4") on each side. Anchor the mesh at th e 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 drive n perpendicular into the slope spaced five foot (5') on center. Staple overlapped areas at one foot (1 ') intervals. This section not used. r-w-Apel landscape architects inc. 571 Hygeia Avenue, Unit B Encinitas, CA 92024 (7601 943-0760 CA license #2825 Expiration Date: 9/30/2024 SUBM ITTALS / ISSUE S DA ff_ DESCRIPTION 4/13/2023 1st CITY & COUNTY PLA N CHECK 8/21/2023 2nd CITY & COUNTY PLAN CHECK 9/15/2023 3rd CITY FOR SIGNATURES 3.13 This section not used. END OF SECTION /J\ ---------------+---· I I----+---+--------------------+----+----+----+-----l !----+----+----------------------+---+---· ---+----+-----t t------,------ ~---+---+----------------------+---------,.-----,-----, LOCA TiO;\J C]F PLA(JT!f'JG AREA. )1 .A .. S Bl_) LT" RCE ___ _ EXP ____ _ DATE REVIE WED B Y: INSPECTOR DATE CITY OF CARLSB1\D PI_A'cN'NG DIVISION LANDSCAPE IMPROVEMENT PLANS FOR LEGOLAND FUN TOWN STAGE RENOVATION 1 LEGOLAND DRI VE, CARLSBAD, CA 92008 PLANTING SPECIFICATIONS i APPR OV ED ~ A/(,) I ~ l_ft ·~ .. .!11~_12,1_. PLAM"l1G I ~---1-----+-----------------+----t------t-----t--------1 ~-~=;==;;~=~=====~======;-;=:==:=~ --------- -------+-----,-----i-----t-' -------, OWN BY: RWA PF,OJEC T ,~c. .1 DR.AWING NO. DATE IN ITIAL DESIGNER OF WORK FE\/ISION DESCR IPTION OAT[ IN ICl.'.L DATE I INITIAL CHKO BY: RWA L LPC 2023-00 11 543 2L +-0-TH_E_R_A_P~P_R_O_VA- L--,-C-I-TY_A_P_P_RO_V_A_L_, ~R"-"-V"W"'D'-"B"Y-'-: -====-__ S_DP_20_2_3_-0_00_3 _ _ ~1 - SH EET 23 OF 23 SHlETS