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HomeMy WebLinkAboutDWG 484-4L; MCUP 13-06; VERIZON WIRELESS; 01-11LANDSCAPE CONSTRUCTION DOCUMENTS FOR: CARLSBAD VILLAGE DRIVE A. GENERAL NOTES INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE Vi0RK1,0R HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR TnE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. F0LL0VilNG COMPLETION OF THE Vi0RK THE LANDSCAPE ARCHITECT OF THE Vi0RK VilLL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSC,APE CERTIFICATION FORM" FAX TO, 160-<144-8<!49. LANDSCAPE INSPECTION REQUfST PHONE LINE: 160-602-4602. ALL IRRIGATION BACKFL0Vi PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL ViATER DISTRICT. PIPE BETViEEN THE METER AND BACKFL0Vi PREVENTER SHALL BE "SCHEDULE K HARD COPPER." APPROVED CONTRACT BACKFL0Vi TESTERS GAN BE FOUND ON THE CITY ViEB SITE AT YiYiYi.ccarlsbac:ka.gov/serviu:is/departments/Yiater/Dowments/ reccyc: ledYiaterbac:kf I OYites terlTs t .pdf REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER, 4 DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. B. INSTALLATION CONSTRUCTION SCHEDULE PRIOR TO START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SH0V'l TIMING OF CONSTRUCTION OF FREESTANDING, RETAININGtAND CRIB AALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH 0CATI0N Is ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. IRRIGATION INSTALLATION OF IRRIGATION AS SH0ViN ON THE APPROVED PLANS SHALL COMMENCE HITHIN 10 DAYS OF THE TIME V'lHEN EACH AREA IS BROUGHT TO GRADE AS SH0V'lN ON THE APPROVED GRADING PLANS. ViATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT,.c SHALL BE IN PLACE TO COINCIDE V'llTH PLANTING TIMING SPECIFlt:D IN SECTION IV.E.9-I, 4 SECTION V. PLANTIN6 PLANTING AND IRRIGTI0N FOR THE SLOPE AREAS SHALL BE . COMPLETELY INSTALLE~ AS SH0ViN ON THE APPROVED PLAN~1 V'llTHIN 90 DAYS AFTER THE IRKIGATI0N INSTALLATION FIRST COMMENCES. ~ TER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR HITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL 4 Y'lATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE >"4ITH THOSE REGULATIONS AND TH! LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLE~ENTS THOSE REGULATl~,{'l7"110 PROVIDE EFFICIENT USE OF >"4ATER. BY :/3PIAIJ G'fZevf'-M~ 12-/2-s/14 l(YU I PHONE NO, ( 7bO) 550-'1757 REGISTRATION NO: _,4""'70""4'------EXPIRATION DATE: ~ql:J~o~/2_0_16 _____ _ PRIOR TO BE61NNIN6 LANDSCAPE ~ORK, THE CONTRACTOR SHALL CONTACT THE DESIGNER OF Y'lORK PRIOR TO BEGINNING LANDSCAPE Y'lORK AND THE DESIGNER OF Y'lORK SHALL REVIEY'l THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEY'l AND PROTECT ALL UTILITIES (ABOVE 4 BELOY'l GRADE) FROM INVASIVE PLANT GROV'4TH AND ROOTS. KEYMAP N.T.S. Underground Service Alert Call: TOLL FREE 1-800 422-4133 TV'IO V'IORKING DAYS BEFORE YOU DIG : :: GROVE landscape architecture design I consulting I project management 760. 550. 9757 {www. grove -design. com} ~~ ·' G\ r )> (j) G\ C) 2 Q Al < m SHEET INDEX: SHEET ll, DESCRIPTION, LANDSCAPE TITLE SHEET 4 GENERAL NOTES 2 LANDSCAPE RECYCLED HATER SHEET :3 LANDSCAPE IRRIGATION PLANS 4 4 5 LANDSCAPE IRRIGATION DETAILS 6 4 1 LANDSCAPE IRRIGATION SPECIFICATIONS e, LANDSCAPE PLANTING PLAN 9 LANDSCAPE PLANTING LEGEND 4 NOTES 10 LANDSCAPE PLANTING DETAILS II LANDSCAPE PLANTING SPECIFICATIONS O~NER VERIZON ~IRELESS PO BOX 1'4101 IRVINE, CA. '42623-'4101 (q4q) 2B6-lOOO LANDSCAPE ARCHITECT: ALIAS ll, L-I L-2 L-3 L-4 4 L-5 L-6 4 L-1 L-8 L-9 L-I0 L-II GROVE LANDSSC.APE ARC.HITEC.TURE 2644 BRESSI RANCH Y'lAY CARLSBAD,CA '4200'4 (160) 55O-"il51 ARCHITECT BOOTH 4 SUAREZ 325 CARLSBAD VILLAGE DRIVE SUITE D2 CARLSBAD,CA Cl200B (l&O) 434-B414 CITY OF /0. OCEANSIDE H/CHWAK f;L") Gt-V , 1,t-0,/0 -- L() °' '{) N .-:.-.-~:---< ,,__,_,_, '-./ " . /2 (-) ~,;:, :-1J ~r~: CITY OF VISTA AIT"__,,c~t ~\ \1-9 :'?1 U-... DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF Y'lORK FOR THIS FROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 670B OF BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT J/'IITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAJ/'IINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARD-1ENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEJ/'I ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF Y'lORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE J/'IITH THE APFROVED LANDSCAPE CONCEPT PLAN, MTER CONSERVATION PLAN, FIRE SUPPRESSION PLAN, AND ALL CONDITIONS Of APPROVAL RELATED TO LANDSCAPING. 6ROVE LANDSCAPE ARCHITI:CTVRE BRIAN 6ROVE FIRM L""AccNDcc:SC-'-"-'A_.-PE:__,A_-,_R_C~H~ITE~C-T __ _ 2b44 BRESSI RANCH !"iA Y 4704 CARLSBAD, CA '1200'1 ~-"'=""q;-=E ______ _ ADDRESS (7b0) 550-'1757 . ;,z,;f,!f 1 PHONE '~l~hAfa . DATE REVISIONS MIJST BE APPROVED BY PUBLIC H AL TH'"ENGINEER, PLANNING DIRECTOR i DIS'TRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. PACIFIC OCEAN \..--,,:m;-=-____,, RO.,O CITY OF ENCINITAS . 9 . ?-0~ CITY OF SAN MARCOS VICINITY MAP ~10 SCALE "AS-BUILT " l;-\DSC '<i () ,__ a,,_q; ., :re (f) • - ____ EXP. DATE -'l.d;-2----j o ,::::::='='"'.'~ ro REVIEWED BY: INSPECTOR DATE l--t--+------------1---+----l---+--11 SH1EET I CITY OF CAR LS BAD I SH1EET1 s I PLANNING DIVISION J----t--+------------------11----f-----l----f---l LANDSCAPE IMPROVEMENT PLANS FOR: VERIZON WIRELESS CALAVERA HILLS DATE: 09-25-14 I /"C-( I JOB NO.: 21432 1----t--+------------------1---l----l-----l---1 PLANNING----'< I,, l:~wi...;:-tt_____ I ·lo'.:i'.~ 15' SCALE: 1/4" = 1 '-0" l-=c-f-;;-;;c=--t----------------1----1-----+----l---I ~D:::W:::N:::::;;BY=:===:;-;:::--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=~-;=:::::::::::::::::::==: DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. Cf) ...J ...J I ~ w ~ (3 Cf) Cf) w ...J w a: ~ z 0 N a: w > DRAWN BYl:HM REVISION DESCRIPTION CHKD BY: --MCU p 13-06 484-4L 1 L.----------------------------------------------------------------------------==--~========-~E;NG;IN;EE;R;O;F;W;OR;K;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;O;TH;;;E;R ;AP;P;RO;VA;;;L;;;C;ITY;;A;PP;RO~VA~L;;;R~VW~D;;;;BY;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~_J GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL B[ DON[ IN ACCORDANC[ WITH TH[ CARLSBAD MUNICIPAL WATER DISTRICT'S RUL[S AND R[GULA TIONS. 2. DRINKING WATER FOUNTAINS AND D[S/GNA TED OUTDOOR [A TING AR[AS SHALL B[ PROT[CT[D AGAINST CONTACT WITH R[CYCL[D WA TE"R SPRAY, MIST OR MISTING. 3. B[ST MANAG[M[NT PRACTIC[S SHALL B[ US[D TO [LIM/NA ff OR CONTROL TO TH[ BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOS[ BIBS AR[ STRICTLY PROHIB/T[D. 5. CROSS-CONN[CTIONS B[TW[[N R[CYCL[D WA T[R LIN[S AND POTABLE" WA TE"R LIN[S AR[ STRICTLY PROH/81 TE"D. 6. NO SUBSTITUTION OF PIP[ MA T[RJALS WILL B[ ALLOWED WITHOUT PRIOR APPROVAL OF Tl-/£ CITY OF CARLSBAD MUNICIPAL WA T[R DISTRICT. 7. ALL MA/NUN[ PJP[S SHALL HAV[ WARNING TAP[ P[R CARLSBAD MUNICIPAL WA T[R DISTRICT'S RUL[S AND REGULATIONS. 8. /-/OURS FOR IRRIGATION WITH R[CYCL£D WAT[R AR[ FROM 10:00 P.M. TO 6:00 A.M. TH[ HOURS FOR /RR/GA TION WITH DJSINF[CT[D T[RTIARY R[CYCL[D WA T[R MAY B[ MODJF"/[D BY TH[ LOCAL AUTHORITY. /RR/GA TION DURING PUBLIC US[ P[RJODS WIT/-/ DJSJNF[CT[D T[RTIARY R[CYCL[D WA T[R SHALL B[ UND[R TH[ SUP[RVISJON OF THE D[S/GNA TE"D US[R SUPERVISOR. /RR/GA T/ON WITH WA T[R OF A L[SS[R QUALi TY THAN DISJNF[CT[D T[RTIARY R[CYCL[D WATE"R SHALL 8[ B[TW[[N TH[ HOURS OF 10:00 P.M. TO 6:00 A.M. 9. BURIAL OF ALL WIRING AND PIPING 51-/ALL ME[T CARLSBAD MUNICIPAL WA T[R DISTRICT'S RULES AND R[GULA T/ONS. JO. NON-D[SIGNA T[D USE AR[AS SHALL B[ PROT[CTE"D FROM CONTACT WITH R[CYCL[D WA T[R, WHETH[R BY WIND BLOWN SPRAY OR BY DIRECT APPL/CATION TI-/ROUG/-I /RR/GA TION OR OTH[R US[. LACK OF PROT[CTJON, WH[THER BY DESIGN, CONSTRUCT/ON PRACTICE" OR SYSTE"M OPERATION JS STRJCTL Y PROHJB/T[D. 11. IRRIGATION H[ADS SHALL B[ RHOCATE"D OR ADJUST[O TO MINIMIZE" OR [LIM/NATE OVER- SPRA YING ON S/D[WALKS, STR[ETS AND NON-O[S/GNA TED USE AR[AS. 12. R[CYCLED WATE"R QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE US£ ON RECYCLED WATER DISTRIBUTION SYST[MS PER CARLSBAD MUNICIPAL WA T£R DISTRICT'S RULES AND REGULATIONS. /J. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES ANO SECTION 116815 OF TH[ CALIFORNIA HEAL TH ANO SAF[TY COO[. 14. ALL /RR/GA TION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR R[CYCL[O WA TE"R", COLOR-CODED (PURPLE) AND LA/0 WITH WARNING TAPE AND STENCILING ORIENT[D TOWARD THE TOP OF TH£ TRENCH P[R THE CARLSBAD MUNICIPAL WATE"R DISTRICT'S RULES AND R[GULA TIONS. 15. ON NEW ON-SIT[ SYSTE"MS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WA T[R AND SEWER LINES S/-/OULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER ANO/OR REGULATORY AGENCY. MEASUREMENTS SHALL B[ BETWEEN FACING SURFACES, NOT PIP[ CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WA TE"R LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WA T[R LINE MUST BE INSTALLED ABOVE A POTABLE WA T[R LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROV[D PROTECTIVE" SLEEVE AS PER THE CARLSBAD MUNICIPAL WA T[R DISTRICT'S RULES AND REGULATIONS. 18. TH[ R[QUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL /-/[ALT/-/. 19. TH[ R[QUIRED CROSS-CONNECTION INSPECT/ON SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF [NVIRONMENTAL 1-/[ALTH. COPIES OF INSPECTION R[PORTS WILL B[ FORWARDED TO TH£ NON-JNSP[CTING PARTY. 20. THE DESIGN AND LOCA T/ONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WA T[R BECOMES AVAILABLE", AN ON-SIT[ US[R SUPERVISOR SHALL BE DESIGNA TE"D IN WRITING. THIS JNDIVJOUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH TH[ BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROT[CTION, TH£ RECYCLED PUR£YOR'S RULES AND R[GULA TIONS ANO Tl-/[ SP[CIFJC R[QU/REMENTS OF A R[CYCLED WA TE"R SYSTE"M. COPIES OF THE OESJGNA TION, WITH CONTACT PHONE NUMBERS SHALL BE PROV/OED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT OR AFTER /-/OURS CONTACT STI:YE JOHNSON STI:YE JOHNSON AT ~51-541-B'IOS AT ~51-541-B~OS 22. ALL PUBLIC AND PR/VA TE POTABLE WATER MAINS INCLUDING FIRE MAINS ANO ANY WATER WELLS ANO WA TE"R COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE AR[ OR AR[ NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUfOOOR EATING AREAS ON THE SIT[. 24. A PHYSICAL S[PARA TION SHALL BE PROV/OED BETWEEN ADJACENT AREAS /RR/GA TED WITH R[CYCLED WA T[R AND POTABLE WATER. SEPARA TJON SHALL B[ PROVJD[D BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROV[O M[THOOS. 25. ALL /RR/GA TION BACKFLOW PREV[NTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO TH[ CITY ANO THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETW[EN Tl-IE M[T[R AND BACKFLOW PREVENTER 51-/ALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT HTTP: 1/WWW.CARLSBAOCA. GOV /SERVICES/DEPARTMENTS /WA TER/DOCUMENTS/RECYCLEOWA TER BACKFLOWTESTERLIST.POF FOR R[CYCLED OR 1-ITTP: 1/WWW.CARLSBAOCA.GOV/SERVICES/DEPARTMENTS/WA TE"R /DOCUMENTS/WA TERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL 760-438-2722. INSPECTION PROCEDURES 1. DISTRICT CONSTRUCT/ON INSPECTION SHALL INCLUDE: A. REQUIRED SEPARA TJON BETWEEN POTABL[ AND RECYCLED WATER LINES. (HORIZONTALLY AND VERT/CALLY) B. PIPE /DENT/FICA TION. C. SLEEVE AT CROSSINGS. 0. APPROPRIATE MA T[RIALS AND MARKINGS, INCLUDING PROP[R QUICK COUPLERS. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY ANO THE DISTRICT, AND BE FORWARDED TO Tl-IE COUNTY /-/EAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SJGNAGE INSTALLED PER PLAN. B. CONTROLL[R STICKERS. C. TAGGING OF VAL V[S. D. COVERAGE" T[ST AFTER COMPLETION OF TH[ SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASP[CTS OF Tl-IE /RR/GA TJON CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROT[CTION OF ALL RESIOENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REOUJR[O. I. COLOR CODED, LAMINA TED CHARTS INS/OE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPL[TE INSPECTION Tl-IA T WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. R[VJS/ONS MUST B[ APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT [NG/NEER PRIOR TO JMPLEMENTA TION IN FIELD. "I • ... i:i ILi • ... RECYCLED WATER SYSTEM (PRIVATE) VERIZON WIRELESS CALA VERA HILLS N .T.S. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY O[CLARE THAT I AM TH[ LICENSED D[SIGNER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED R[SPONSJBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN S[CT/ON 6703 OF THE BUSINESS ANO PROFESSIONS CODE AND THAT THE DESIGN JS CONSISTENT WITH CURRENT STANDARDS. I UNO[RSTAND THAT THE CH[CK OF PROJECT DRAWINGS ANO SPECIF/CA TJONS BY THE CITY OF CARLSBAD ANO SAN 0/[GO COUNTY OEPARTM[NT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. TH[SE PLANS HA VE BEEN PREPAR[D IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVA TJON PLAN, FIRE PROTECTION PLAN , AND ALL CONDITIONS OF APPROVAL i;y;j} '.!!lTO LANDSCAPING. BY: BRIAN GROVE ,,..W---:,,,,.J----DA TE: ~~Eh:kER FIRM NAME & ADDRESS: GROVE LANDSCAPE ARCHITECTURE 2644 BRESSI RANCH WAY CARLSBAD, CA 92009 PHON[ NO: ( 760) -=55=0~-~9~7--"5~7 ____ _ REGJSTRA TJON NO: 4704 EXP/RATION DATE: ~9,_,/_,,3"'0"-/-"2"'-0-'-'16'------ INSPECTION PROCEDURES RW END GLA560Vi PIPELINE STATION lb+4I SEE Dl"<G # 405-1 @)6 rnea ~ msn" ""-eo"''" '"' STATION lb+35 SEE DY'!& # 405-1 MAX DEMAND = 104 6PM FOR IRRl6ATION SEE CITY DJ/16 #2B5-B LEGEND: I NO DOMESTIC Y'IATER ON-SITE I ISISJ 6 @) ~ --!lW--- -----w--- RC EXISTING> BAC.KFLOV'I PREVENTION DEVICE EXISTING> DO NOT DRINK Sl6N EXISTING> P.O.C.. FOR RECYCLED /l'IATER EXISTING> FIRE HYDRANT EXISTING> 8" REC.Ye.LED /l'IATER STREET MAIN EXISTING> 12" POTABLE V'IATER STREET MAIN EXISTING> 3" RECYCLED i"IATER IRRl6ATION MAIN AREA OF PROPOSED RECYCLED V'IATER USE WATER EFFICIENT LANDSCAPE DECLARATION I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA TION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULA TJONS. I HA VE PREPARED THIS PLAN IN COMPLIANCE WITH THOS[ REGULA TJONS ANO THE LANDCSCAPE MANUALAND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS T' R \(JOE EFFICIENT USE OF WATER. BY: I f1-x~l r-H'<1?/8 ,..---. PHONE NO: (7GO ) ½e::.:;;,e::.:a:;_...:::.:::f_:1..::5_,7-+,4,'---- R[GJSTRA TION NO: _4_,_,__7o=c4_._ __ _ SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INS/OE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASJL Y VISIBLE. PLACE ON 8-1 /2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. C. D. IRRIGATE BETW[EN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTS/OE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYST[M SHALL AT ANY TIME BE LEFT UNA TTENO[O DURING USE OUTSIDE THE NORMAL SCH[OULE. /RR/GA TE IN A MANNER Tl-IA T WILL MINIMIZE RUN-OFF, POOLING, ANO PONDING. THE APPL/CA TJON RA TE SHALL NOT EXCEED THE JNFJL TRA TJON RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL JNFILTRA TJON RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE [FFICJENT SCHEDULING OF TH[ AU TOMA TIC CONTROL CLOCKS, (I.E., [MPLOYJNG THE REPEAT FUNCTION TO BREAK UP THE TOTAL /RR/GA TJON TIM[ INTO CYCL[S THAT WILL PROMOTE" MAXIMUM SOIL ABSORPTION) . ADJUST SPRAY H[AOS TO [LIM/NAT[ OVERSPRA Y ONTO AREAS NOT UNDER TH[ CONTROL OF TH[ CUSTOM[R. FOR EXAMPLE", POOL DECKS, PRIVATE PATIOS ANO LOTS, ANO STREETS ANO SIDEWALKS . MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD B[ REPAIRED AS SOON AS THEY BECOME APPARENT. £. THE LANDSCAPE CONTRACTOR JS RESPONSIBLE FOR [DUCA TING EACH EMPLOYEE ANO ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCL[D WATER. MAINTENANCE P[RSONN[L MUST BE INFORMED THAT WATER JS FOR /RR/GA TION PURPOS[S ONLY AND JS NOT APPROVED FOR DRINKING OR FOR HAND ANO TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PF<OPOSED CHANGES AND MOO/FICA TIONS TO ANY PR/VAT[ ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITT[D TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE" AND O[SJGNED IN ACCORDANCE WITH DISTRICT STANDARDS. BLACK L060 !811 t G. 1. 2. ALL R[CYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH /DENT/FICA TION TAGS. A. B. TAGS SHALL B[ WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ON[ SIDE, AND "A VJSO -AGUA JMPURA-NO TOMAR" IMPRINT[O ON THE OTHER SIOE. IMPRINTING SHALL B[ PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY [NTERPRJS[S OR APPROVED [QUAL. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE" STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOL[NOID WIRE 0/R[CTL Y OR WITH PLASTIC Tl[-WRAP OR 3. ATTACH TO VAL VE COVER WITH [XJSTING VAL VE COVER BOLT. ALL SPRINKL[R HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED [QUIPMENT SHALL B[ IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGA TJON" IN ENGLISH ANO SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUNO. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQU/PM[NT. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION In Ordeir to Cor.!>erye ~l:~r ... RECYCLED f'IATER 4 PURPLE BACK6ROUND I" BLACK LETTERS I 3b11 I ,<'-"------,'-----~~-------,t _.,------c: ~ GLENN LEEKS <ll IN USE DO NOT®NO TOME DRINK EL AGUA NASH HANDS AFTER C.ONTAG-TlNG LA'/!:5E SI./.;, MANO$ DE5Fv.:S !JE L6AR ~~ ._ ________ _, (PLACARD SIZE) 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC. OR STICK-ON VINYL Sl6NS .----+-----+-----------~ RNIN6 RECYCLED i"IATER DO NOT DRINK NO TOME EL A6UA ~EC-YC-LED Y'IATER i-'IA HANDS AFTER CONTACTIN<> LAVES S r-:IANOS DESPUE5 DE USAR I" BLACK LETTERS (PLACARD SIZE) I2"X 36" 2" BLACK LETTERS .060 ABS PLASTIC. OR STICK-ON VINYL Sl6NS ALSO .032 ALUMINUM DATE ENVIRONMENTAL HEALTH SPECIALIST "AS BUil T" ,_ TITLE DATE () !/fa~£;~·?. ~ REVIEWED BY: --j '!-n, ·t~fi!-INSPECTOR DATE INSPECTION OF THE PROJ[CT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS O[S/GNATEO AG[NT. REFER TO THE SPECIFICATIONS FOR TH[ SCH[DULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 1 FOP.'c\ I CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 1 1 FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCH/TACT OF THE WORK WILL CERTIFY THAT TH[ INSTALLA TJON HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERT/FICA TION FORM". A REQUEST FOR A FINAL LANDSCAPE INSP[CTION BY THE CITY MUST ALSO B[ MADE BY CALLING THE INSPECTION REQUEST LINE: "FINAL LANDSCAPE C[RTIFICA TION FORM" FAX TO: 760-944-8943 LANDSCAP[ INSPECTION REQUEST Pl-ION[ LIN[: 760-602-4602 Underground Service Alert CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: ____________ _ ADDRESS: 2 PLANNING DIVSION 1----+--+----------------+---+---1--------l----l PRIVATE ( ON SITE) RECYCLED l----+--+-----------------+---+---1------1----l WATER SYSTEM FOR: VERIZON WIRELESS CALAVERA HILLS SHEETS l·lco,,.;'.' Call: TOLL FREE 1-800 422-4133 TELEPHONE: l----+----+-----------------1----1----1------1---~PLANNING DA TE ~--------_..'..'.::'.:'.:.~::'.'.::.:....::=======-L~D~AT=E__i~IN-IT-IA_L_j__ ________________ --1_0_A __ rE-LlN-IT-IA-Ll--0A-T_E_J_IN-IT-IA_LJ-o-RWN_B_Y-,------~-P_R_O_J-EC_T_N_O ____ DR_A_W_l_N_G_N_O __ -i CHIEF ENGINEER f1.C.E. EXP. DATE DATE PLAN PREPARED: __________ _ BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: MCUP 13-06 484-4L TV'IO V'IORKIN<> DAYS BEFORE YOU DI<> SHEET __QF __5HEETS ::3 ___J I ~ w ~ <( u (f) (f) w ___J w II s z 0 N II w > 01 I _j // / / ,,/"/_,-r' t· ,,1 I /) 11.8 I MAINLINE TO POC 'B' LOCATED AT STA. 16+36 ON GLASGOW AVENUE. CONTRACTOR TO VERIFY EXISTING STATIONS ON CONTROLLER. SEE PARK PLANS DWG 285-8 SHEET 28 & DWG 405-7 SHEET 8. APPROXIMATE LOCATION OF EXISTING MAINLINE----~ SEE PARK PLANS DWG 285-8 SHEET 28 CONTRACTOR TO TIE INTO EXISTING MAINLINE ---~ CONTRACTOR TO FIELD LOCATE Underground Service Alert Call: TOLL FREE 1-800 422-4133 TY-lO Y-lORKING DAY5 BEFORE YOU DIG NEV'-l IRRIGATION MAINLINE AND VALVE SHALL BE Hl6H-LINED AND CONNECTED TO A POTABLE Y'IATER SOURCE PENDING 5UCCE55FUL COMPLETION OF CR055 CONNECTION TE5T5 A5 PERFORMED BY CM~ AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL 15 PROVIDED BY CM~ AND DEH. GENERAL NOTES: I. IRRIGATION SERVICE LATERALS FOR Y'IATER METER INSTALLATION 15 PER GRADING AND IMPROVEMENT PLANS DV'lG. # 405-1 SHEET 8. 2. OV'-lNER SHALL BE RESPONSIBLE FOR COORDINATIN6 V'-llTH THE CITY OF CARLSBAD PARK MAINTENANCE DEPARTMENT FOR AVAILABLE STATIONS. REMOTE CONTROL VAL VE CALLOUT CONTROLLER IDENTIFIER \ >---v xx.x STATION NUMBER VALVE SIZE VALVE DISGHARGE (GFM) NQTES, I. FLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL FIFING, VALVE BOXES, BACKFLOl"l FREVENTERS, ECT., SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN THE HAR.DSC.APE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS i"lHENEVER POSSIBLE. .2. ALL ENDRIJNS SHALL BE S/4" SCH. 40 FIFE UNLESS STA TEI;> OTHER!'IISE. 3. FOR IRRIGATION NOTES SEE SHEETS 5. 4. FOR IRRIGATION DETAILS SEE SHEETS 4 4 5. 5. FOR IRRIGATION SFEGIFICATIONS, SEE SHEETS 6. : :: GROVE landscape architecture design I consulting I project management 7 6 0. 5 5 0. 9 7 5 7 {www. grove-design. com} DATE: 09-25-14 JOB NO.: 21432 SCALE: 1/4" = 1'-0" DRAWN BY:HM Y'{ATER GALG 1S Verizon Calavera Hills Controller 1-\ydrozone # Val\e Irrigation Circuit # System 8 . 1 SPRAY Hydrozone Cat. PF=Plant Factor High Water 0.80 Moderate Wat 0.50 Low Water 0.30 Special Landscape 1.00 748 Gallons = 1 Water Unit 23.75 Water Units Irrigation Plants [n Hydrozane Melod Code) s Myoporum, -AcciCta, Bougairi\1llea . . " ., -' -.. ,. ETWU =(Eto)(.62)(PFXHAIIE+SLA) Elo (Carlsbad) :ETWU =. (47.0)(.62)1326.63+0.0J jETWU . .. Plant Factor Hydrozone % of Total Area (HA) Landscaped Area PF x rlA IE PFxHAIIE 0.3 475.09 I Totals 811.00 I 100.00%1 475.09 j MAWA=(Eto )(0.62)((0. 7xLA)+(0.3xSLA)) 47 in./yr. LA I 871.00 I SLA 0.00 13,844.15 gallons jMAWA 17,766.66 .'gallons Irrigation Code IE-=lrrigation Efficiency S= Spray 0.55 R= Rotor 0.7 D=Drip 0.8 IRRIGATION EQUIPMENT LEGEND: SYMBOL DESGRIPTION MANUFAC TlJRER MODEL NUMBER / NOTES DETAIL/ SHT. • .... BLOCKED TRUE UNION BALL VAL VE. LINE SIZE, IN VAL VE BOX. DETAIL L SPEARS TRIJ UNION 2000 THREADED SHT. 5 ~ PRESSURE REGULATING ELEC1RIC Rl=MOTE CON1ROL ICV )"\I FILTER SEN1RY < RECLAIMED DETAIL M VALVE INSTALLED IN VALVE BOX. 1-1.!NTER YiA TER ID (FSR) SHT. 5 RJ=C,'(CLED YiATER PIJRPLE LATERAL LINE, PACIFIC CAL CLASS 200 OR APPROVED EQUAL / DETAIL J / N SEE SPECIFICATINS FOR PIPE DEPTH. EXISTIN5 ; NE/', SHT. 5,6 ,i:,.,/,'>I""" """'"""''= EXISTIN5 Rl=CYCLED YiATER PIJRPLE MAINLINE, PACIFIC CAL -------SCH 40 PVC SLEEVE (2" DIA) PACIFIC CAL ---------1--1-Rl=CYCLED YiATER PIJRPLE MAINLINE, SCH 40 PACIFIC CAL IRRIGATION HEAD LEGEND: SYMBOL MANUFAC T1JRER SERIES AND DESCRIPTION PSI GPM RAD REMARK © RAINBIRD ISEST -END S1RIP -l800 SAM P.R.S. 90 .615PM 4 X 15 SEE DETAIL A/L4 @ RAINBIRD I5a -qo -IBOO SAM P.R.S. 90 _q2 GPM l2'-I5' SEE DETAIL A/L4 @ RAINBIRD I5H -180 -IBOO SAM P.R.S. 90 I.B5 5PM 12'-!5' SEE DETAIL A/L4 @ RAINBIRD l5TQ -210 -1800 SAM P.R.5. 90 2.18 GPM l2'-I5' SEE DETAIL A/L4 I NOTE, SEE NOTE 15 ON SHEET 5 FOR POP-UP HEAD LOCATIONS. SPRAY HEADS PERTAINING TO THIS NOTE SHALL BE 12" POP-UPSj APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. 1-\DSC,<j '--, ¼) ,.,., L :'.t ,~ • D IJl yf-):L....;,,fu.-'' "AS-BUILT ____ EXP. REVIEWED BY: INSPECTOR " DATE DATE I SH3ET I CITY OF CARLSBAD Lill PLANNING DIVISION 1 LANDSCAPE IMPROVEMENT PLANS FOR: VERIZON WIRELESS CALAVERA HILLS I rt~\ €;.!)_,,,,{r I 4, 1-\t.,,. ,,::;- PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL OATE INITIAL CHKD BY: MCUP ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 13-06 484-4L :3 _J I cf llJ ~ <( l) Cl) Cl) llJ _J llJ a: ~ z 0 N a: llJ > rn I _J (i) HALK, CURB, HEADER, ETC. 8 FINISH GRADE ® SPRAY HEAD 0 CHECK VALVE (IF REQUIRED) SHING JOINT ASSEMBLY, ® l/2"XB" SCH. BO PVC NIPPLE HITH THREE STREET ELLS ® PVC FITTING AS NEEDED 0) PVC LATERAL SUPPLY LINE ® VARIES, ALLOY'< IB" FROM BACK OF CURB ADJACENT TO "HEAD-IN" PARKING AREAS (AREAS HHERE FRONT OR BACK OF CAR HILL EXTEND OVER PLANTIN6 AREA) ALLOY'! 12" FROM ANY VERTICAL SURFACES AND 2" TYPICAL AT ALL OTHER LOCATIONS. NOTE, PROVIDE FACTORY INSTALLED CHECK VALVES IN ALL HEADS i-'IHERE THE SYSTEM ELEVATION CHANGE IS LESS THAN TEN VERTICAL FEET. 0 f-CD (DGEAR DRIVEN SHRUB ROTOR @vlT' •sT9 SPRINKLER TIE r-,\FINISH GRADE 9 2-FVC SCH. 40 ELLS (TX T) ( \61 \...V ONE PVC SCH. BO THREADED @LATERAL LINE FIFE NIPPLE @TEE IN LATERAL LINE PIPE @FYc SCH. BO (GREY) RISER ® rcf\ 04 REBAR SPRINKLER STABILIZER. CHECKVALVE,REFER \.::!.I TO SPECIFICATIONS. NOTE, ROTOR ON RISER NOT PERMITTED i-'IITHIN JO' OF i-'IAL=Y NOTE, USE DETAIL IF EXISTING HEADS ARE DAMAGED DURING CONSTRUCTION _,f 24";r , r SIDEl-'IALK METER BOX 1-'1/ METER CURB -\;7.-777J • / APPROX. B" U POTABLE SERVICE LINE 12" MINIMUM 10' MINIMUM TO POTABLE MAIN LINE IN STREET RECYCLED i-'IATER IRRIGATION MAIN LINE 1-'1/ SLEEVE NOTE, ,r VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY i-'IHEN CROSSING PATH OF A POTABLE i-'IATER LINE. INSTALLATION OF RECYCLED i-'IATER IRRIGATION MAIN LINE 24" FROM FACE OF SIDEl-'IALK HILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAIN LINE IN THE STREET. STREET SURFACE (LMD AREAS)7 I~:~~-~-'-~-•-~-~----~--~~~~'l~-,,f- POTABLE MAIN LINE ------~ (SEE IMPROVEMENT DRAl-'IINGS) -'3.5 FEET ~--------t----~------c,f () ( I 12" MINIMUM REQUIRED VERTICAL SEPARATION T SLEEVE--"' /,/=s;----------,'f" RECYCLED HATER IRRl&ATION MAIN LINE NOTE, ALL RECYCLED i-'IATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN THE FOLLOl"llNG, "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED i-'IATER MAINS" OCTOBER 1qq3 @ POP-UP SPRAY HEAD N.T.S. @ ROTOR ON RISER N.T.S. © POTABLE SERVICE LINE CROSSING N.T.S. @ POTABLE MAIN LINE CROSSING N.T.S RECYCLED HATER DO NOT DRINK ® INSTALL i-'IITH 3/B" STAINLESS STEEL BOLTS AT A MINIMUM OF Ti-'IO LOCATIONS -LENGTH AS REQUIRED. USE I" DIAMETER i-'IASHER TO PROTECT SIGN ' 0 REQUIRED SIGN>6E FOi<; RECYCLED -TER USE AREAS ALL USE AREAS ACCESSIBLE T THE PUBLIC SHALL BE POSTED SIGNS (MINIMUM 2 PER METER! THAT ARE VISIBLE TO THE PUB IN A SIZE NO LESS THAN i-'IITH LIC 4 INCHES HIGH BY B INCHES 1-'1 IDE. 1211 ------ .. " Ii l-11 ,----. I I I -r-~1 i :=-=1 ! 'II i-" ,-. ,:c:::-1 ! ,-1---: 1 I -·-'-·-1 ! 1-1/4" GALVANIZED STEEL U-CHANNEL, OR BOX POST .,i------CONCRETE ! ' i' 1~:c:.u_,_ c·1' ,---11 ·; I --, ._. -sJ ! 1-::---=I I ! ·_- NOTE, -::-.·: ! j::-~_-J : i !~~~! ! 1~~1 --'Ii I -! I ! C. ; ·, 1 ··'-·1 • ' -4 11 ~ 1--,, r-·----! ,-~ t;·i~-~-~-r:/::_~1-: 1---_~i!I' i)-!I\~" : -, ! 1 ••.• , , I r··. , , . --.. -511 --i • ALL PROPER SIGNAGE, AS SHOl-'IN, MUST BE IN PLACE PRIOR TO ISSUANCE OF .JJMPER OF METER FOR YOUR SYSTEM. FAILURE TO INSTALL THE REQUIRED SIGNS PER IRl'ID STANDARDS i-'IILL DELAY YOUR METER SET, OR REQUEST FOR A JUMPER, IF A SYSTEM IS FOUND TO BE OPERATING ON A .JJMPER OR METER i-'IITHOUT THE PROPER SIGNS BEFORE IRl'ID i-'IILL LOCK OFF EXISTING JUMPERS OR METERS. IRl'ID i-'IILL NOT BE RESPONSIBLE FOR ANY SUBSEQUENT LANDSCAPE MATERIAL THAT MAY i-'IITHER AND DIE AS A RESULT OF A JUMPER OR METER BEING LOCKED OFF. @ RECYCLED v-lATER v-lARNING SIGN N.T.S. PULL BOX CONDUIT i-'IIRE RUN NOTES, INSTALL PULL BOXES AS SHOl-'IN ON PLANS. • AT JUNG TIONS i-'IHERE RUNS COMBINE, SPLICE COMMON GROUND IN PULL BOX PULL BOX COVER SHALL BE PERMANENTLY MARKED 'ELECTRIC'. -----> CONDUCTORS FOR EACH CONTROLLER CLOCK SHALL BE HARNESSED SEFERATELY AND AT SUFFICIENT INTERVALS TO MAINTAIN A DEFINITE BUNDLE, UNMORTARED BRICK FOUNDATION FINISH GRADE ~ ,;. -~1/f~l r I If; --l : ------I I ;'1[1tt~~mrt [!i~ifi '• I f---f ~ ·-f~[f I [ a -rn f -~ C'l =-- CONTROL BEDDING MATERIAL 1-I' ·-',• i-'IIRES __/ J' ® PULL BOX CD PAVIN6/ROAD ~ FLAN VIEl-'I LOCKABLE TOP ("l-l/2"Xlb") ~ L 'Sf" -1' • I . ' _+ C'l ., . .· ELEVATION @ LATERAL LINE (IN SLEEVE) @ PRESSURE SUPPLY LINE (IN SLEEVE) @ CONTROL i"IIRES (IN CONDUIT) @ BACKFILL (SEE SPECIFICATIONS) @ RECYCLED HATER HARNIN6 TAPE (SEE SPECIFICATIONS) I \ Ji~~lf;f: 1C::----I ]ilil .:~.. ii --! t :--I I 1" 'r= : .... 7 ' - ALL SPLICES SHALL BE MADE i-'IITH A PROPERLY SET MECHANICAL SPLICE CONNECTOR, ENTIRELY ENCLOSED IN SELF-CURING RESIN AND SHALL BE COMFLETEL Y 1-'iA TERPROOF. ALL SPARE i-'IIRE ENDS SHALL BE INSULATED IN THE SAME MANNER AS i-'IIRE SPLICES, • IF SPECIFIED, ALL SPLICES SHALL BE SOLDERED i-'IITH METALLIC ALLOY SOLDER PRIOR TO INSTALLING CONNECTORS. i-'IIRE BUNDLES INSIDE PULL BOXES SHALL BE AT LEST 4 INCHES FROM THE UNDER SIDE OF THE BOX COVER. MINIMUM SIZE FULL BOX SHALL BE AS SHOl-'IN ABOVE. LARGER BOXES MAY B NECESSARY TO MEET THE 4 INCH CLEARANCE HEIGHT. LOOP CONTROL i-'IIRES INTO PULL BOX. ALL SPLICES ARE TO BE MADE IN PULL BOXES OR REMOTE CONTROL VALVE BOXES. N.T.S. SLEEVES UNDER ROADS, b" OR LESS IN DIAMETER-'3&" COVER &REATER THAN b" IN DIAMETER-48" COVER SCHEDULE BO PVC SLEEVES UNDER PAVIN6 (NON-ROADS), LESS THAN '3" IN DIAMETER-IB" COVER S" THRU 5-1/2" IN DIAMETER -24" COVER SCHEDULE 40 PVC •ALL SLEEVES TO BE Ti"IICE DIAHETER OF PIPE (PER SPECIFICATIONS) CD N.T.S. Q SLEEVING N.T.S. : :: GROVE landscape architecture design I consulting I project management 760. 550. 9757 {www. grove -design. com} DATE: 09-25-14 JOB NO.: 21432 SCALE: 1/4" = 1'-0" DRAWN BY:HM DATE ® N.T.S. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL N.T.S "AS-BUILT ,, EXP. DATE REVIEWED BY: INSPECTOR DATE I SH4ET I uTI CITY OF CARLSBAD PLANNING DIVISION 1 LANDSCAPE IMPROVEMENT PLANS FOR: VERIZON WIRELESS CALAVERA HILLS I ,"'"2.i C..-r-Bn-otr I I 'IC., -i.,- PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: MCUP 13-06 RVWD BY: 484-4L :3 _J I ti w ; (5 Cl) Cl) w _J w a: ~ z 0 N a: w > \ G) (])BLOCKED TRUE UNION BALL VALVE (3) VALVE BOX -SEE IRRIG>ATION SPECS, @ FINISH G>RADE @ SLIP END CONNECTORS SUPPLIED V'llTH VALVE @PVc MAINLINE-SEE IRRIG>ATION SPECS. FOR PIPE DEPTH @PEA G>RAVEL, 2" DEPTH 0)4" V'llDE BRICK SUPPORT, ONE PLACED AT EACH CORNER NOTE, VALVE SHALL HAVE A MINIMUM OF 4" CLEARANCE FROM THE BOTTOM OF THE VALVE BOX LID, AND 2" MINIMUM CLEARANCE FROM THE BOTTOM OF VALVE AND TOP OF G>RAVEL SUMP. [) BALL VAL VE ® CD RECTANG>ULAR PLASTIC VALVE BOX V'l/ LOCKING> BOLT LID, PURPLE IN COLOR FOR RECYCLED V'lATER (3) ELECTRIC REMOTE CONTROL VALVE @ FINISH G>RADE (±) PVC LATERAL LINE PIPE @ PVC SCH. 40 "!O DEG>REE ELL (SXT) @ G) @ ® @ N,T,S. (8) REMOTE CONTROL VALVE 3/4" CRUSHED ROCK SUMP (ONE CUBIC FOOT) PRESSURE SUPPLY LINE SCH. BO UNION SCH. BO PVC MALE ADAPTER SCH. BO NIPPLE (TYP) N.T.S. N.T.S. A B ,r-~ ~,j'---,r---,r- 311 611 311 CD FINISH G>RADE (3)LATERAL LINE (SEE SPECS.) @ PRESSURE SUPPLY LINE (SEE SPECS.) @coNTROL V'llRES IN CONDUIT (SEE SPECS.) @cLEAN, COMPACTED BACKFILL @ TRENCHING ::: GROVE landscape architecture design I consulUng I project management 760. 550. 9757 {www. grove -design. com} DATE: 09-25-14 JOB NO.: 21432 SCALE: 1/4" = 1'-0" DRAWN BY:HM DIMENSION A B 1/2" TO 2-1/2" 1811 12" 9 11 TO 6" 2411 IB1' NOTE, PRESSVRE MAINLINE SHALL BE INSTALLED ON A 6" SAND BED i COVERED BY A 6" OF SAND PRIOR TO ANY OTHER BACKFILL MATERIAL @ S" V'llDE RECYCLED V'lATER V'lARNING> TAPE G) UNDISTURBED SOIL @ SAND BED PER CITY OF CARLSBAD STANDARDS ® CURB OR PAVING> SURFACE N.T.S DATE IRRIGATION NOTES: I. ALL IRRIGATION SYSTEM COMPONENTS SHALL BE INSTALLED AS PER LOCAL CODE. CONTRACTORS SHALL SECURE ALL NECESSARY PERMITS. 2. CHECK AND VERIFY ALL SITE CONDITIONS, UTILITIES AND SERVICES PRIOR TO TRENCHING. IF DURING CONSTRUCTION IT IS FOUND THAT THE SITE VARIES FROM THE DRAl'IINGS, NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING r'IITH THE r'IORK. 3. r'IHERE TREES, LIGHT STANDARDS, ETC. ARE AN OBSTRUCTION TO SPRAYS, THEN PIPING AND SPRINKLER HEADS SHALL BE ADJUSTED AND/OR RELOCATED AS NECESSARY TO OBTAIN FULL COVERAGE r'IITHOUT EXCESSIVE OVERTHROr'I. DO NOT EXCEED SPACING AS PER MANUFACTURER RECOMMENDATIONS. 4. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING SHALL BE INSTALLED IN PLANTING AREAS EXCEPT ffiERE IT IS INFEASIBLE. S. CONTRACTOR SHALL FLUSH ALL MAINLINES PRIOR TO INSTALLATION OF VALVES AND ALL LATERAL LINES PRIOR TO INSTALLATION OF HEADS. 6. SPRINKLER HEADS ARE AVAILABLE IN VARYING DEGREES OF ARCS. CONTRACTOR SHALL PROVIDE, AT EACH HEAD, THE ARC MOST SVITED TO PROVIDE ADEQUATE COVERAGE AND PREVENT OVER SPRAY ON f'W.KS, ROADS, BUILDINGS, ETC. 1. Y'<HERE POSSIBLE, ALL PIPING, PVC ELECTRICAL SLEEVES, ETC., UNDER PAVING SHALL BE INSTALLED PRIOR TO PAVING r'IORK. NO TEES, ELLS, OR OTHER TURNS IN PIPING SHALL BE LOCATED UNDER PAVING. 8. COORDINATE IRRIGATION r'IORK Y'<ITH PLANTING PLANS TO AVOID CONFLICTING LOCATIONS BETr'IEEN PIPING AND PLANT PITS. "!. ALL QUICK COUPLERS ARE TO BE LOCATED IN SHRUB AREAS Y'<HENEVER POSSIBLE AND PLACED SIX (b) INCHES FROM OUTSIDE HEADER. IF A QUICK COUPLER IS LOCATED IN A LAY-IN AREA IT MUST BE PLACED IN A SIX (b) INCH ROUND PLASTIC VALVE BOX. 10. ALL HEADS, r'IHEN LOCATED ADJACENT TO CURBS, HEADERS, SIDEf'W.KS, f'W.LS, BUILDING, ETC., ARE TO BE A MIN. OF Tr'IO (2) INCHES TO A MAX. OF FOUR (4) INCHES Ar'IAY FROM THE STRUCTURES. II. ALL CONTROL f'IIRE SLEEVES UNDER ROADS SHALL BE SCHEDULE 80 PVC, (b" OR LESS IN DIA =%"COVER, GREATER THAN 6" IN DIA = 413" COVER). ALL CONTROL r'IIRE SLEEVES UNDER PAVING (NON-ROADS) SHALL BE SCHEDULE 40 PVC, (LESS THAN 3" IN DIA = 113" COVER, 3" -5-1/2" IN DIA = 24" COVER, b" OR GREATER IN DIA = 3b" COVER). 12. PRIOR TO START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY OF CARLSBAD APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT Ol/TLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. 13. INSTALLATION OF IRRIGATION AS SHof'IN ON THE APPROVED PLANS SHALL COMMENCE f'IITHIN IO DAYS OF THE TIME VIHEN EACH AREA IS BROUGHT TO GRADE AS SHOr'IN ON THE APPROVED GRADING PLANS. 14. LANDSCAPE IRRIGATION SHALL BE APPLIED AT A RATE NOT EXCEEDING THE INFILTRATION RATE OF THE SOIL (MINIMIZING EROSION AND r'IATER r'IASTE) BUT SVFFICIENTLY TO ALLOY-I FOR HEALTHY PLANT GROVITH. 15. POP-WS SIW.L BE IF.ED IN nt: RJ61ff-<ll"-NIY ~ l't£REVER l'IITHIN 10' OF lvtf HAADSGN'E, TIN OR OTt8. ~ l'tQE PEOESlRIAN mHFICMAYocaR. lb. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOVI HEAD DRAINAGE 11. SPECIAL CONSIDERATION SHALL BE GIVEN TO r'IATER AND ELECTRICAL SERVICES. 18. IRRIGATION AND PLANTING SHALL TAKE PLACE AS IMPROVEMENTS PROGRESS. I"!. r'IATER COMPANY, CARLSBAD MUNICIPAL r'IATER DISTRICT 20. PHONE NUMBER , (160) 438-2122 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. "AS-BUILT " EXP. DATE REVIEWED BY: INSPECTOR DATE WJ I SHsET I CITY OF CARLSBAD PLANNING DIVISION 1 LANDSCAPE IMPROVEMENT PLANS FOR: VERIZON WIRELESS CALAVERA HILLS I '"(,£~~_,___8ktt I I-IC..·'"? DATE PLANNING DWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL DATE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: MCUP 13-06 484-4L (f) _J _J I ~ UJ > ::s c) (f) (f) UJ _J UJ a: ~ z 0 N a: UJ > lf) I _J NOTE, CARLSBAD HUNICIPAL J/'IATER DISTRICT RECYCLED J/'IATER SPECIFICATIONS TAKE PRECEDENCE OVER THE FOLLOHING SPECIFICATIONS. SECTION 02810 -IRRIGATION SYSTEH PAATl-.seERAL I.I. RELATED DOCUHENTS, I.I.I. DRAl'ilNGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEHENTARY CONDITIONS AND DIVISION-I SPECIFICATION SECTIONS, APPLY TO i'iaRK OF THIS SECTION. 1.1.2. CITY OF CARLSBAD'S LANDSCAPE HANUAL. 1.1.3. CARLSBAD HUNICIPAL J/'IATER DISTRICT'S STANDARD SPECIFICATIONS FOR J/'IATER, SEl'iER AND RECYCLED FACILITIES. 1.1.4. COUNTY OF SAN DIEGO DEPARTHENT OF ENVIRONMENTAL HEALTH, RECYCLED J/'IATER PLAN CHECK AND INSPECTION MANUAL, DATED DECEMBER, 1'1'11. 1.2. DESCRIPTION OF HORK, 1.2.1. THE HORK CONSISTS OF FURNISHING LABOR, TOOLS, MACHINERY, HATERIALS, AND PROCESSES REQUIRED TO COMPLETE THE SPRINKLER IRRIGATION SYSTEM DESCRIBED HEREIN AND SHOHN ON THE DRAl'il NGS. 1.2.2. THE INTENT OF THE DRAHINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COHPLETE SPRINKLER SYSTEM, INSTALLED READY FOR USE HITHOUT FURTHER COST IN LABOR OR MATERIALS TO THE OHNER, AND COMPLYING HITH ALL APPLICABLE CODES, SPECIFICATIONS AND DETAILS. 1.3. QUALITY ASSURANCE, 1.3.1. SUBCONTRACT i'iaRK TO A SINGLE FIRM SPECIALIZING IN IRRIGATION i'iaRK. CONTRACTOR SHALL POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE HORK OF THIS CONTRACT INCLUDING A C-21 LANDSCAPING LICENSE. 1.4. SUBMITTALS, 1.4.1. PRODUCT DATA 1.4.1.1. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE FOR APPROVAL OF ITEMS DIFFERENT THAN THOSE SPECIFIED. APPROV- AL OF ANY ITEH, AL TERNA TE OR SUBSTITUTE, INDICATES ONLY THAT THE PRODUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAHINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBHITTED. 1.4.1.2. THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED BY NAME IN THE DRAHINGS AND SPECIFICATIONS. NO SUBSTITUTION HILL BE ALLOl'iED HITHOUT PRIOR HRITTEN APPROVAL BY CITY, THE LANDSCAPE ARCHITECT, OR THE OHNER'S AUTH- ORIZED REPRESENTATIVE. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED HITHOUT THE PRIOR HRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE AND REPLACE SUCH MATERIALS FROM THE SITE AT HIS OHN EXPENSE. 1.4.2. RECORD DRAHINGS, 1.4.2.1. PRIOR TO THE INITIATION Of IRRIGATION HORK, THE LANDSCAPE CONTRACTOR SHALL REQUEST FRON THE OHNER, THO BLUELINE SETS OF IRRIGATION PLANS AND A REPRODUCIBLE SET Of IRRIGATION PLANS FOR THEIR USE IN PREPARING THE AS-BUILT RECORD DRAHINGS. 1.4.2.2. AS-BUILT RECORD DRAl"IINGS SHALL INCLUDE ALL FIELD REVISIONS TO THE IRRl0ATION SYSTEMS AND THE FOLLOHING, J/'IATER METER/POINT OF CONNECTIONS ELECTRICAL METER CROSS CONNECTION CONTROL STATION BACKFLOJI'! ASSEMBLY AUTOMATIC CONTROLLER ASSEMBLY AUTOMATIC CONTROL VALVES REMOTE CONTROL VALVES i"I/ STATION DESIGNATION. ISOLATION AND QUICK COUPLING VALVES PRESSURE SUPPLY LINE ROUTE CONTROL HIRE ROUTE SLEEVING UNDER VEHICULAR USE AREAS NOTE, THE FINAL IRRIGATION AS-BUILT PLANS HILL BE REQUIRED TO BE REVIEl'iED AND APPROVED BY THE CITY AND FINAL MYLARS Jl'!ILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING DEPARTMENT APPROVAL OF THE PROJECT AND PRIOR TO BOND RELEASE. 1.4.2.3. IMMEDIATELY UPON THE INSTALLATION OF ANY BURIED PIPE OR EQUIPMENT! THE CONTRACTOR SHALL INDICATE ON THE DRAHINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENS ONS SHALL BE PROVIDED FROM Ti'ia SEPARATE GIVEN PERHANENT OBJECTS SUCH AS BUILDINGS, SIDEJl'!ALKS, CURBS AND DRIVEJ/'IAYS. 1.4.2.4. PRIOR TO FINAL ACCEPTANCE OF HORK, THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT A COHPLETE SET OF AS-BUILT DRAl'ilNGS IN A REPRODUCIBLE FORMAT. 1.4.2.5. UPON APPROVAL FROM THE CITY OF CARLSBAD, ALL FIELD REVISIONS SHALL BE RECORDED ON THE RECORD MYLAR DRAHINGS AND RESUBMITTED TO THE CITY OF CARLSBAD. 1.4.3. CONTROLLER CHARTS, 1.4.3.1 A SET OF CONTROLLER CHARTS SHALL BE SECURED ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER. THE CONTRACTOR SHALL PREPARE A COLOR-CODED CHARTS SHOJI'! THE VALVES, MAINLINE, AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. 1.4.3.2. i"I/ IN EACH CONTROLLER, EACH VALVE SYSTEM SHALL BE IDENTIFIED BY A UNIQUE COLOR. 1.4.3.3. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAJl'!INGS. ONLY THOSE AREAS CONTROLLED BY THAT CONTROLLER SHALL BE SHOJl'!N. 1.4.3.4. CONTROLLER CHARTS SHALL BE A PLOT PLAN, ENTIRE OR PARTIAL, SHOHING BUILDINGS, J/'IALKS, ROADS AND J/'IALLS. A PHOTOSTATIC PRINT Of THIS PLAN, REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE THAT HILL FIT IN THE CONTROLLER COVER. 1.4.3.5. THIS PRINT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR THE OHNER'S AUTHORIZED REPRESENTATIVE AND SHALL BE HERMETICALLY SEALED BETl'iEEN TJl'!O PIECES OF TEN HIL. THICK PLASTIC. 1.4.4. EQUIPHENT, KEYS, MANUALS 4 CERTIFICATIONS, 1.4.4.1. UPON COMPLETION OF THE CONTRACTOR'S MAINTENANCE PERIOD, THE CONTRACTOR SHALL PROVIDE THE FOLLOJl'!ING EQUIPMENT, (2) STANDARD QUICK COUPLING KEYS AND MATCHING SHIVELS FOR POTABLE J/'IATER IRRIGATION SYSTEMS. (2) ACME THREAD QUICK COUPLING KEYS AND MATCHING SHIVELS FOR RECYCLED J/'IATER IRRIGATION SYSTEHS. (2) SETS Of TOOLS REQUIRED FOR SERVICIN6 AND/OR ADJUSTIN6 EACH SPRINKLER AND VALVE TYPE. 1.4.4.2. THE CONTRACTOR SHALL PROVIDE THO SETS OF KEYS FOR EACH CONTROLLER ENCLOSURE. 1.4.4.3. THE CONTRACTOR SHALL PROVIDE THO SETS OF SERVICE MANUALS FOR ALL IRRIGATION EQUIPMENT INSTALLED. 1.4.4.4. BACKFLOH PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND THE RESULTS HUST BE 6IVEN TO THE OJl'!NER AND J/'IATER DISTRICT. 1.4.5. 0UARANTEES, 1.4.5.1. CONTRACTOR SHALL FURNISH A Jl'!RITTEN GUARANTEE IN ACCORDANCE Jl'!ITH THE GENERAL CONDITIONS, FOR A PERIOD OF ONE (I) YEAR FROM THE DATE Of FINAL ACCEPTANCE AND CON- CLUSION OF THE MAINTENANCE PERIOD. GUARANTEE SHALL COVER THE COMPLETE IRRIGATION SYSTEH, INCLUDIN0 SETTLING OF THE BACKFILL IN TRENCHES AND REPAIRS AND/OR REPLACEMENT Of ANY MATERIAL DAMAGED THEREBY OR THEREFROM. 1.4.5.2. MANUFACTURER'S J/'IARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE 0UARANTEE. SUCH J/'IARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. PAAT ::Z -~'l'CLED MTER NOTcS 2.1. CARLSBAD MUNICIPAL J/'IATER DISTRICT, 2.1.1. ALL ON-SITE IRRIGATION IMPROVEMENTS SHOHN ON THESE PLANS ARE PART OF A RECYCLED J/'IATER DISTRIBUTION SYSTEM. NO CONSTRUCTION HILL BE ALLOl'iED UNTIL ALL APPROVALS HAVE BEEN OBTAINED. 2.1.2. CROSS CONNECTIONS BETl'iEEN RECYCLED J/'IATER LINES AND POTABLE J/'IATER LINES ARE STRICTLY PROHIBITED. 2.1.3. USE OF RECYCLED J/'IATER SHALL BE ADHERE TO TITLE 22, DIVISION 4, CHAPTER 3 OF THE CALIFORNIA CODE OF REGULATIONS AND CURRENT RULES, REGULATIONS AND SPECIFICATIONS OF THE DISTRICT. 2.1.4. THE CITY INSPECTOR SHALL BE NOTIFIED 48 HOURS (2 HORKING DAYS) PRIOR TO THE START OF CONSTRUCTION. ALL V'!ORK PERFORMED J/'llTHOUT BENEFIT OF INSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL. 2.1.5. FUBLIC FACILITIES, SUCH AS DRINKING AND DECORATIVE FOUNTAINS, COMFORT STATION, PLAY6ROUND EQUIPMENT, ETC., DO NOT EXIST ON THIS PROJECT. 2.lh. ALL ON-SITE RECLAIMED J/'IATER IRRIGATION PIPING, AND ON-SITE POTABLE J/'IATER PIPIN6 INSTALLED UNDER THIS DESIGN SHALL BE IDENTIFIED IN ACCORDANCE J/'llTH THE DISTRICT STANDARD SPECIFICATIONS. 2.1.1. ALL ON-SITE RECLAIMED J/'IATER PIPING SHALL BE PURPLE COLORED PVC, CONTINUOUSLY STENCILED ON OPPOSITE SIDES OF THE PIPE Jl'!ITH THE Jl'!ORDS "CAUTION -RECYCLED J/'IATER". APPROVED MANUFACTURERS MANUFACTURE'S OF THIS PIPE CAN BE FOUND IN THE DISTRICTS' "APPROVED 2.1.8. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED Y'IITH A SIGN BEARING THE Jl'!ORDS "RECYCLED J/'IATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, Y'IITH BLACK LETTERS AT LEAST ONE INCH Hl6H ON A PURPLE, PANTONE 512, BACKGROUND. THE SISN SHALL BE Sa PLACED AS TO BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. 2.1.<'!. THE CONTRACTOR SHALL ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. THIS SHALL INCLUDE THROTTLIN6 THE FLOY'I CONTROL AT EACH VALVE TO OBTAIN THE OPTIHUM OPERATING PRESSURE FOR EACH SYSTEH. CONDITIONS THAT CAUSE OVERSPRAY, PONDING, OR RUNOFF SHALL BE ELIMINATED. ADJUST SYSTEM TO AVOID THESE CONDITIONS. 2.1.10. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO AND SHALL BE OPERATED BETl'iEEN THE HOURS OF 10,00 P.M. AND b,00 A.H. UNLESS OTHERY'IISE APPROVED BY THE DISTRICT. 2.1.11. NO SUBSTITUTION OF PIPE MATERIALS Y'IILL BE ALLOl'iED Y'IITHOUT PRIOR APPROVAL OF THE DISTRICT. 2.1.12. AN INITIAL AND ANNUAL CROSS-CONNECTION INSPECTION HILL BE DONE AT SITES HITH BOTH POTABLE AND RECYCLED J/'IATER SERVICED BY THE DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTHENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS Y'IILL BE FORJ/'IARDED TO THE NON-INSPECTIN6 PARTY. 2.1.13. FAILURE TO COMPLY Jl'!ITH THE DISTRICT'S RULES AND REGULATIONS IS A VIOLATION AND COULD RESULT IN SUSPENSION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. 2.1.14. Y'IHEN RECYCLED J/'IATER BECOMES AVAILABLE, AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN Y'IRITING. THIS INDIVIDUAL SHALL BE FAMILIAR Y'IITH PLUMBING SYSTEMS Y'IITHIN THE PROPERTY, HITH THE BASIC CONCEPTS OF BACKFLOi"I/CROSS CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREHENTS OF A RECYCLED J/'IATER SYSTEM. COPIES OF THE DESIGNATION, Y'IITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD HUNICIPAL J/'IATER DISTRICT AND SAN DIEGO COUNTY DEPT. OF ENVIRONMENTAL HEALTH. 2.1.15. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 2.1.lb. RECYCLED J/'IATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNATED FOR USE ON RECYCLED J/'IATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE Y'IITH POTABLE J/'IATER QUICK COUPLING VALVE SPIKES) PER CARLSBAD MUNICIPAL J/'IATER DISTRICT'S REGULATIONS. 2.1.11. IN CASE OF AN EMERGENCY, CONTACT, OR AFTER HOURS, CONTACT, • LONS TERM MAINTENANCE SUPERVISOR AND CONTACT PHONE NUMBERS SHALL BE PROVIDED ON RECORD DRAl'ilNGS. 2.2. DEPARTHENT OF ENVIRONMENTAL HEALTH SUPPLEHENTAL NOTES, 2.2.1. ALL i'iaRK SHALL BE DONE IN ACCORDANCE Y'IITH THE CARLSBAD HUNICIPAL J/'IATER DISTRICT'S RULES AND REGULATIONS. 2.2.2. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT Jl'!ITH RECYCLED J/'IATER, Y'IHETHER BY Y'IINDBLOY'IN SPRAY OR BY DIRECT APPLICATION THROUGH IRRl6ATION OR OTHER USE. LACK OF PROTECTION, HHETHER BY DESl6N, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY FORBIDDEN. 2.2.3. IRRIGATION HEADS SHALL BE LOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE SPRAYIN6 ON SIDEJ/'IALKS STREETS AND NON-DESIGNATED USE AREAS. 2.2.4. ON RECYCLED J/'IATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR CODED FURPLE PER AY'IJ/'IA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 2.2.5. ALL MAINTENANCE PERSONNEL MUST BE EDUCATED ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED J/'IATER. PERSONNEL MUST BE INFORMED THAT THE RECYCLED J/'IATER IS MEANT FOR IRRIGATION FURPOSES ONLY AND IS NOT APPROVED FOR DRINKING FURPOSES, HAND J/'IASHING AND CLEANING OF TOOLS. 2.2h. A PHYSICAL SEPARATION SHALL BE PROVIDED BETl'iEEN ADJACENT AREAS IRRIGATED HITH RECYCLED J/'IATER AND POTABLE J/'IATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOJI'! STRIP OR OTHER APPROVED METHODS. PAAT 3 -SERVIC,l:S 3.1. J/'IA TER SERVICE, 3.1.1. POINT OF CONNECTION SHOY'IN ON PLANS IS APPROXIHATE. CONTRACTOR SHALL COORDI- NATE HITH OY'INER'S AUTHORIZED REPRESENTATIVE AND GOVERNING J/'IATER DISTRICT TO HAVE J/'IATER AVAILABLE HHEN REQUIRED. 3.1.2. INDIVIDUALLY OJl'!NED, ACCESSED OR HAINTAINED AREAS SHALL BE SEPARATELY METERED AND CONTROLLED. 3.1.3. EACH POINT OF CONNECTION SHALL BE SERVICED BY A BACKFLOH PREVENTION DEVICE, LOCATED DOl"IN STREAH OF THE METER AND APPROVED BY THE CITY Of CARLSBAD, CARLSBAD MUNICIPAL J/'IATER DISTRICT, AND THE COUNTY OF SAN DIEGO DEPARTMENT Of ENVIRONMENTAL HEALTH. 3.2. ELECTRICAL SERVICE, 3.2.1. POINT OF CONNECTION SHOHN ON PLANS IS APPROXIMATE. CONTRACTOR SHALL COORDINATE Y'IITH OJl'!NER'S AUTHORIZED REPRESENTATIVE TO HAVE POl'iER AVAILABLE Y'IHEN REQUIRED. 3.2.2. INDIVIDUALLY OY'INED, ACCESSED OR MAINTAINED AREAS SHALL BE SEPARATELY METERED AND CONTROLLED. 3.2.3. CONTROLLERS SHALL OPERATE ON SIN&LE PHASE, 110 TO 120 VOLT, bO CYCLE, ALTERNATING CURRENT AND "UL" LISTED. 3.2.4. CONTROLLERS SHALL BE ENCLOSED IN A UL LISTED 1-iEATHERPROOF CORROSION-RESISTANT ENCLOSURE l"IITH LOCKING COVER. 3.2.5. CONDUIT FOR 120 VOLT AND 24 VOLT l"IIRING SHALL BE APPROVED BY &OVERNING BUILDING CODES FOR ELECTRICAL SERVICE. PAAT ~ -PRODUC, T5 4.1. IRRIGATION PIPE AND FITTINGS, 4.1.1. COPPER PIPE AND FITTINGS, 4.1.1.1. PIPE BETl'iEEN THE METER AND THE BACKFLOY'I PREVENTION DEVICE SHALL BE HARD COPPER, TYPE "K". 4.1.1.2. FOR COPPER TUBING, ANSI B lb.22 Y'IROUGHT COPPER OR CAST BRASS, RECESSED SOLDER JOINT TYPE FITTINGS. 4.1.2. BRASS PIPE AND FITTINGS, 4.1.2.1. BRASS PIPE, BRASS PIPE SHALL BE IPS STANDARD 1-iEIGHT 125 POUNDS, % RED BRASS. 4.1.2.2. BRASS PIPE FITTINGS AND CONNECTIONS, STANDARD 125 POUND CLASS 85 % RED BRASS FITTINGS AND CONNECTIONS. 4.1.3. POLYVINYL CHLORIDE (PVC) AND FITTINGS, 4.1.3.1. ALL ON-SITE RECYCLED J/'IATER IRRIGATION PIPING, AND ON-SITE POTABLE J/'IATER PIPING INSTALLED UNDER THIS DESIGN SHALL BE IDENTIFIED IN ACCORDANCE Y'IITH THE DISTRICT'S STANDARD SPECIFICATIONS. 4.1.3.2. ALL ON-SITE RECYCLED J/'IA TER PIPING SHALL BE PURPLE COLORED PVC, CONTINUOUSLY STENCILED ON OPPOSITE SIDES OF THE PIPE Y'IITH THE V'!ORDS 'CAUTION RECYCLED J/'IATER'. PACIFIC PLASTIC CYCLE SLOJI'! RECYCLED J/'IATER PIPE OR EQUAL. 4.1.3.3. PRESSURE SUPPLY LINES, FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL THO (2) INCH AND LARGER SIZED PIPE SHALL BE CLASS 315 POLYVINYL CHLORIDE (PVC). ALL 1-1/2 INCH AND SMALLER SIZED PIPE SHALL BE TYPE I, GRADE 2, DESIGNATED AS PVC 1220, SCHEDULE 40. 4.1.3.4. FOR IRRIGATED AREAS Y'IITHIN A HOME Ol"INER'S ASSOCIATION MAINTAINED AREA, ALL NON-PRESSURE PIPING DOY'INSTREAM OF REMOTE CONTROL VALVES, TYPE I, GRADE 2 (IMPACT MODIFIED), AS DESIGNATED AS PVC 1220, CLASS 200, (SDR 21), CONFORHING TO COHMERCIAL STANDARDS CS 25b-b3. 1/2" PURPLE PIPE IS NOT PERMITTED. (FOR RECYCLED J/'IATER) 4.1.3.5. IDENTIFICATION, FURNISH PLASTIC PIPE CONTINUOUSLY AND PERHANENTLY MARKED Y'IITH FOLLOl"IING INFORMATION, MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, V'!ORKING PRESSURE AT 13.4 DEGREES F., AND NATIONAL SANITATION FOUNDATION (NSF) RATING. 4.1.3.6. SLEEVES SERVICING J/'IATER LINES AND ELECTRICAL CONDUIT SHALL BE SCHEDULE 80 PVC. 4.1.3.1. POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS, TYPE II, GRADE I, SCHEDULE 40, Hl6H IMPACT MOLDED FITTIN6S, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING TAPERED SOCKET OR HOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT 1-iELD OR SCREl'iED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED Y'IITH FOLLOY'IING INFORMATION, NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL Of APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D24b4 AND D24bb. 4.1.3.8. SOL VENT CEMENTS SHALL COMPLY Y'IITH ASTM D25b4. SOCKET JOINTS SHALL BE HADE PER RECOMMENDED PROCEDURES FOR JOINING PVC PLASTIC PIPE AND FITTINGS l"IITH PVC SOLVENT CEMENT BY THE PIPE AND FITTING MANUFACTURER AND PROCEDURES OUTLINED IN THE APPENDIX OF ASTM D25b4. 4.1.3.<'!. THREAD LUBRICANT SHALL BE TEFLON RIBBON-TYPE, OR APPROVED EQUAL, SUITABLE FOR THREADED INSTALLATIONS AS PER MANUFACTURER'S RECOMMENDATIONS. 4.1.3.10. NO CLOSE NIPPLES SHALL BE USED. 4.2. VALVES, 4.2.1. MASTER CONTROL VALVES, 4.2.1.1. MASTER CONTROL VALVES SHALL BE AS SPECIFIED IN DRAl'ilNGS. 4.2.1.2. MASTER CONTROL VALVES SHALL NORMALLY CLOSED VALVES AND OPERABLE MANUALLY Y'IITHOUT ELECTRICITY. 4.2.2. REMOTE CONTROL VALVES, 4.2.2.1. REHOTE CONTROL VALVES SHALL BE AS SPECIFIED IN DRAY'IINGS. 4.2.2.2. VALVES SHALL BE OPERABLE MANUALLY l"IITHOUT ELECTRICITY. THE VALVE SHALL HAVE A PRESSURE REGULATING MODULE CAPABLE Of REGULATING OUTLET PRESSURE BETl'iEEN 15 AND 100 P.S.I. (+ 5 P.S.I.). MODULE SHALL HAVE AN ADJUSTING SCREY'I FOR SETTING PRESSURE AND A SCHRADER VALVE CONNECTION FOR MONITORING PRESSURE. PRESSURE REGU- LATOR SHALL BE ADJUSTED AT EACH VALVE FOR PROPER DOJl'!NSTREAM PRESSURE REQUIRED. 4.2.3. QUICK COUPLING VALVES, 4.2.3.1. QUICK COUPLING VALVES SHALL BE I" SIZE, BRASS AND AS SPECIFIED ON THE DRAJ/'ll NGS. 4.2.3.2. QUICK COUPLING VALVES SERVICING POTABLE J/'IATER IRRIGATION SYSTEMS SHALL HAVE A STANDARD KEY AND BODY Y'IITH LOCKING YELLOY'I RUBBER COVER. 4.2.3.3. QUICK COUPLING VALVES SERVICING RECYCLED J/'IATER IRRIGATION SYSTEMS SHALL HAVE AN ACHE THREADED KEY AND BODY l"IITH LOCKIN6 PURPLE RUBBER COVER. COVER SHALL BE HARKED "DO NOT DRINK" IN SPANISH AND ENGLISH. 4.2.3.4. QUICK COUPLING KEY SHALL BE OF BRASS/BRONZE Y'IITH A HOSE BIB ASSEMBLY. SUPPLY Ti'ia (2) HOSE BIB ASSEMBLIES FOR EACH TYPE OF QUICK COUPLING VALVE USED. 4.2.4. BALL VALVES, 4.2.4.1. BALL VALVES SHALL BE AS SPECIFIED IN DRAJ/'llNGS. 4.2.5. CHECK VALVES, 4.2.5.1. CHECK VALVES AND/OR ANTI-DRAIN VALVES SHALL BE REQUIRED TO PREVENT LOY'I HEAD DRAINAGE OF IRRIGATION J/'IATER FROM SPRINKLER SYSTEM DUE TO CHANGES IN ELEVATION 4.2.5.2. CHECK VALVES SHALL BE HUNTER HGV-SERIES. 4.3. VALVE AND PULL BOXES, 4.3.1. REMOTE CONTROL VALVE BOXES FOR POTABLE J/'IATER IRRIGATION SYSTEMS SHALL BE 10" X I<'!' NOH. PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #110100, OR EQUAL. 4.3.2. REMOTE CONTROL VALVE BOXES FOR RECYCLED J/'IATER IRRIGATION SYSTEMS SHALL BE 10" XI'!" NOM.PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #110131, OR EQUAL. 4.3.3. BALL VALVE BOXES FOR POTABLE J/'IATER IRRIGATION SYSTEMS SHALL BE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #181104, OR EQUAL. 4.'3.4. BALL VALVE BOXES FOR RECYCLED J/'IATER IRRIGATION SYSTEMS SHALL BE FURPLE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART il8III3, OR EQUAL. 4.3.5. PULL BOXES FOR POTABLE J/'IATER IRRIGATION SYSTEHS SHALL BE PURPLE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART il8II04, OR EQUAL. 4.3.6. PULL BOXES FOR RECYCLED J/'IATER IRRIGATION SYSTEMS SHALL BE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #181113, OR EQUAL. 4.4. SPRINKLERS, 4.4.1. SPRINKLER HEADS SHALL BE OF THE TYPES AND SIZES l"IITH DIAMETER (OR RADIUS) OF THROY'I, PRESSURE, NOZZLE DISCHARGE AND/OR OTHER DESIGNATIONS INDICATED ON THE DRAJ/'llNGS. 4.4.2. ALL SPRINKLER HEADS OF THE SAME TYPE AND SIZE SHALL BE OF THE SAME MANU- FACTURER. HEADS SHALL BE EQUIPPED Y'IITH ALL OPTIONS AND EQUIPMENT PER THE IRRIGATION LEGEND. 4.4.3. ALL SPRINKLER HEADS SHALL BE EQUIPPED Y'IITH A MANUFACTURER INSTALLED INTERNAL CHECK VALVE, l"IHEN AVAILABLE. 4.4.4. ALL SPRINKLER HEADS USED ON RECYCLED J/'IATER SYSTEMS SHALL BE EQUIPPED Y'IITH MANUFACTURER'S FURPLE COVERS. 4.5. DRIP IRRIGATION EMITTERS -NOT ALLOl'iED ON THIS PROJECT -4.S.I. -rHE EMITT[f~ SHAU ... H/\\/C A 1/2 !i'lCH FEM;.\LC NATi0NAL PIPE THR.EA!J (FNPT) ;,Nu::T FOR CONNECTING TO THE PiP/NG SYSTEM. 45.:2. THE t:HITTER SHALL i3E A PRESSIJRE C0MF'EMSATING T·(p[: CAPABLE or H.A\/1NS ;--\ D 1SC~AR6~ RATE FR.OM .S TO & 6,-'\LLONS PER HOUR., Y-WrH ONL•f ONE: OUTLET OPEN INITLALL( ,ANO THC PR0V!Si0N f-0R r\DDING P\.DDITiONAL 0UTLE:TS. 4.3.3. Trl[ [:MITTER SH!\LL OPERATE V{ITHIM A PR!::SSIJRE RANGt OF 5 -c?0 P.S.I 4.5.4. !H[ EHITTt:K BODY' SH;'\LL BE GONSTR!JC,TED Of DURr\3LE HEP1T-R.[SISTANT AC[T'-"[_ 0 LASrc {!)'./ RESISTANT). THE FL0~'i REGULAT!NG DIAPHRAGH SHALL BE or~ sruco:-.ie RU38f.:R 4.5.5. THE !::MITTER SHP,LL BE CAPABLE or OPER.AT!NG V'tlTH !40 HE:SH PILTRA.TION. 4.5h. PRODUCTS, THE EMITTER SHALL BE HANUFAC,Tl)R[D f.3'1" 0~S0N OR APPROVED EOJIVA.LENT 4.6. BACKFLOY'I PREVENTION DEVICES, 4.6.1. REDUCED PRESSURE PRINCIPLE BACKFLOY'I PREVENTERS SHALL BE BRASS, BRONZE, OR EPOXY COATED CAST-IRON BODIES Jl'!ITH ALL BRONZE OR STAINLESS STEEL TRIM AND ALL MOVING PARTS OF NON-CORROSIVE MATERIALS AND SHALL COMPLETELY AND POSITIVELY PREVENT BACK-SIPHONING OF J/'IATER. THE BACKFLOY'I PREVENTER ASSEMBLY SHAFT INCLUDES INLET AND DISCHARGE SHUTOFF BALL VALVES Y'IITH ALL RISERS, CONNECTORS, AND APFURTENANCES OF CLASS I RED BRASS PIPE, CONFORMING TO Y'IJl'l-P-35I, AND RED BRASS FITTINGS Y'IITH PRESSURE RATING I CONFORMING TO Y'IJl'l-P-460. BACKFLOJI'! PREVENTERS SHALL BE OF THE TYPE AND SIZE DESIGNATED ON THE DRAY'IINGS. 4.6.2. ATMOSPHERIC AND ANTI-SIPHON BACKFLOl"I PREVENTERS SHALL BE BRASS l"IITH NON- CORROSIVE PARTS AND SHALL COMPLETELY AND POSITIVELY PREVENT BACK-SIPHONING OF J/'IATER. ANTI-SIPHON VALVES SHALL BE CONVERTIBLE TO AUTOMATIC CONTROL. BACKFLOl"I PREVENTERS SHALL BE TYPE AND SIZE AS DESIGNATED ON THE DRAl"IINGS. 4.1. PRESSURE REGULATION DEVICES, 4.1.1. PRESSURE REGULATION DEVICE SHALL BE AS SPECIFIED IN DRAl"IINGS. 4.8. CONCRETE THRUST BLOCK AND SUPPORTS, 4.8.1. ALL CONCRETE l"IORK SHALL BE 2,000 PSI MINIHUM COMPRESSIVE STRENGTH AT Ti'iENTY- EIGHT (28) DAYS, 5 SACK MIX, TOOL FINISHED ON EXPOSED SURFACES. 4.'!. AUTOMATIC CONTROL SYSTEM, 4.'!.I. CONTRACTOR SHALL FURNISH LOY'I VOLTAGE SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT Of CAPACITY TO SUIT NUMBER OF CIRCUITS AS INDICATED. 4.'!.2. AUTOMATIC CONTROLLER SHALL BE FURNISHED AND INSTALLED COMPLETE Y'IITH ALL ELECTRICAL CONNECTIONS, READY FOR OPERATION, AND Y'IITH OPTIONS SPECIFIED HEREIN. 4.'!.2.1. AUTOMATIC CONTROLLER SHALL BE AS SPECIFIED IN DRAl'ilNGS. 4.'!.2.2. UNIT SHALL HAVE AN INPUT OF 110/120 VOLT, bO CYCLE, BE COMPLETELY AUTOMATIC AND SHALL FUNCTION OPTIONALLY Y'IITH OR Y'IITHOUT THE CLOCK. UNIT SHALL HAVE A SECONDARY OUTPUT OF 24/28 VOLT, bO CYCLE. 4.'!.2.S. ANY STATION MAY BE REPEATED INDEPENDENTLY IN ANY 24 HOURS. 4.'!.2.4. STATIONS SHALL BE ADJUSTABLE TO I MINUTE TO 5'! MINUTES. 4.'=i.2.5. MECHANISM SHALL BE HOUSED IN A STURDY, VANDAL-PROOF ENCLOSURE, MANUFACTURED OF 14 GAUGE STEEL, OR CASE ALUMINUM; FURNISHED FOR MAXIHUM PROTECTION, AS CALLED FOR ON THE DRAl'ilNGS (SIZE AS REQUIRED) 4.10. AUTOMATIC CONTROL l"IIRE, 4.10.1. DIRECT BURIAL COPPER Y'IIRE AY'IS-U.F. bOO VOLT, SINGLE CONDUCTOR SOLID COPPER, PLASTIC INSULATED CABLE, RATED FOR DIRECT BURIAL APPLICATION. 4.10.2. USE UL APPROVED, MINIHUM 14 GAUGE FOR PILOT AND SPARE Y'IIRES FOR Y'IIRE RUNS IN LESS THAN 1,200 LINEAL FEET. 4.I0.S. USE U.L. APPROVED, MINIMUM 12 GAUGE FOR PILOT AND SPARE l"IIRES FOR Y'IIRE RUNS IN EXCESS OF 1,200 LINEAL FEET. 4.10.4. USE UL APPROVED, MINIMUM 12 GAUGE FOR COMMON l"IIRES. 4.I0.S. PILOT Y'IIRES SHALL NOT BE l"IHITE OR RED AND HUST BE UNIQUE IN COLOR FROM ANY OTHER PILOT Y'IIRE ON THE SAME CONTROL SYSTEM. 4.10.6. COMMON l"IIRES SHALL BE COLORED Y'IHITE. 4.10.1. SPARE Y'IIRES SHALL BE COLORED RED. 4.11. FLOY'I SENSING DEVICE, 4.11.1. FLOY'I SENSING DEVICE SHALL BE AS SPECIFIED IN DRAl"IINGS. 4.12. RAIN SENSING DEVICE, 4.12.1. RAIN SENSING DEVICE SHALL BE AS SPECIFIED IN DRAl'ilNGS. 4.13. SOIL MOISTURE SENSING DEVICE, 4.13.1. SOIL MOISTURE SENSING DEVICE SHALL BE AS SPECIFIED IN DRAY'IINSS. 4.15.2. THE DEVICE SHALL BE SOLID STATE AND INSTALLED PER MANUFACTURERS SPECS. "AS-BUILrf O'/E --'r. " : :: GROVE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. '\ 1--_, ~ ~ -~ cl ~! " ____ EXP. DATE REVIEWED BY: INSPECTOR DATE landscape architecture design I consulting I project management 1 sH6Er I CITY OF CARLSBAD uTI PLANNING DIVISION 1 7 6 0. 5 5 0. 9 7 5 7 {www. grove-design. com} DATE: 09-25-14 JOB NO.: 21432 SCALE: 1/4" = 1'-0" DRAWN BY:HM DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I DATE INITIAL DATE INITIAL OTHER APPROVAL Cl1Y APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: VERIZON WIRELESS CALAVERA HILLS /";,~~ &ik-otr I c..-r✓ ,, (<,. ,.:; PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: MCUP 13-06 484-4L :3 __J I r? w ~ (5 (/) (/) w __J w a: 3:: z 0 N a: w > ~ I _j \ 4.13.3. THE DEVICES SHALL BE LOCATED PER THE DRAY11N65 AND SUBJECT TO FIELD APPROVAL BY THE LANDSGAPE ARCHITECT. 4.14. IDENTIFICATION TAPE, 4.14.1. MARKER TAPE FOR SLEEVES SHALL BE METALLIC BASED 3" V11DE LOCATIN& TAPE MARKED "IRRl&ATION" IN TV10 INCH PURPLE LETTERS AT THREE FEET ON CENTER. 4.14.2. MARKER TAPE FOR DIRECT BURIAL r'11RE5 SHALL BE 3" Y11DE RED COLORED "ALLEN ALLEN TAPE" OR EQUAL. 4.15. RECYCLED MTER TA&, 4.15.1. RECYCLED MTER IDENTIFICATIONS TA&S SHALL BE V1EATHERPROOF PLASTIC 3" X 4", PURPLE IN COLOR V11TH THE V10RDS IN BLACK READIN&, "CAUTION -RECYCLED MTER -DO NOT DRINK", IMPRINTED ON ONE SIDE AND "FELl&RO -A&UA IMFURA -NO BERBER", PRINTED ON ON THE OTHER SIDE. 4.15.2. RECYCLED MTER IDENTIFICATIONS TAGS SHALL BE MANUFACTURED BY T. CHRISTY ENTERPRISES, /114) 111-4142, OR EQUAL. PAAT5-EXEWTION 5.1. SYSTEM DESl&N, 5.1.1. ALL SGALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROGEEDIN& Y11TH V10RK UNDER THIS CONTRACT. 5.1.2. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES SUCH AS POV1ER, TELEPHONE, DOMESTIC MTER, MTER, AND TILE DRAINS. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR Y1HEN EXCAVATING OR r'1ORKIN& IN THESE AREAS AND COORDINATION AND COOPERATION BETV1EEN THE OV1NER'5 REPRESENTATIVE AND THE CONTRACTOR IS REQUIRED AS THE V10RK PROGRESSES TO THE AREA. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO REPRESENTATIVE AS V1ORK PRO&RESSES TO UNDER&ROUND UTILITY AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES. 5.1.3. SHOULD UTILITIES NOT LOCATED OR MARKED BE FOUND DURIN& EXCAVATION, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OY1NER AND SHALL DISGONTINUE Y11TH V10RK IN THE AREA1.EXCEPT NECESSARY EMER&ENGY r'1ORK.,_ TO REPAIR OR PREVENT DAMAGE UNTIL INSTRuCTIONS ARE &!VEN TO THE CONTRACTOK BY THE Or'1NER'S REPRESENTATIVE. 5.1.4. FAILURE TO NOTIFY THE OV1NER OF DISGOVERY OF SUCH UTILITIES OR DAMA&E THERETO V11LL RESULT IN THE CONTRACTOR BEING LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT OF HIS ACTIONS. 5.1.5. THE CONTRACTOR SHALL, BEFORE STARTIN& V10RK ON THE SPRINKLER SYSTEM, CAREFULLY ALL FINISH GRADES IN ORDER TO SATISFY HIMSELF THAT HE MAY PROCEED Y11TH THE r'1ORK, AND TO RESTORE FINISH GRADES TO ORl&INAL CONTOURS BEFORE COMPLETION. 5.1.6. INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDIN& PIPE, SHALL BE COORDINATED V1,I THE LANDSGAPE DRAV11N&S TO AVOID INTERFERING MHE TREES, SHRUBS, OR OTHER PLANTING. 5.1.1. LAY OUT SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCE BETV1EEN SITE AND DRAY11N65. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE Y11THIN THE INTENT OF THE ORIGINAL DRAY11NGS, AND V11THOUT ADDITIONAL COST TO THE OY1NER, THE LAYOUT SHALL BE APPROVED BEFORE INSTALLATION. 5.1.8. DO NOT Y11LLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAV11NG V1HEN IT 15 OBVIOUS IN THE FIELD THAT PREVIOUSLY UNKNOV1N OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT Ml&HT NOT HAVE BEEN CONSIDERED IN THE ENGINEERIN&. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROU&HT TO THE ATTENTION OF THE LANDSGAPE ARCHITECT. 5.1.9. MTER SUPPLY, THE CONTRACTOR SHALL CONNECT TO THE MTER SOURCE AS INDICATED ON THE DRAY11N65 THE CONTRACTOR SHALL VERIFY STATIC PRESSURE AS STATED ON THE PLANS PRIOR TO BEGINNIN& V10RK. IF STATIC PRESSURE OR POINT OF CONNECTION DIFFER FROM THAT 5HOV1N ON THE PLANS, THE CONTRACTOR Y11LL PROMPTLY NOTIFY LANDSGAPE ARCHITECT BEFORE STARTIN& V1ORK. 5.1.10. V10RKMANSHIP AND PROCEDURE, THE ROUTING OF THE PRESSURE SUPPLY LINES AS INDICATED ON THE DRAV11NGS IS DIAGRAMMATIC. LOCATE ALL PRESSURE SUPPLY LINES IN PLANTIN& AREAS. CROSS PERPENDICULAR UNDER PAVEMENT IN A SLEEVE AS DESGRIBED IN THESE SPECIFICATIONS. PAAT 6 -INSTALLATION, 6.1. GENERAL, 6.1.1. PLANS ARE DIA&RAMMATIC. ALL PIPING, VALVE BOXES, AND ASSOCIATED EQUIPMENT SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSGAPE, &ROUP VALVE BOXES TOGETHER AND LOCATE IN SHRUB AREAS, Y1HENEVER POSSIBLE. 6.1.2. UNLESS OTHERV115E INDICATED, COMPLY V11TH REQUIREMENTS OF UNIFORM PLUMBIN& CODE. 6.1.3. PLANT MATERIAL 24" BOX SIZE AND LARGER SHALL BE PLANTED PRIOR TO THE INSTALLATION OF IRRl&ATION PIPIN&. 6.1.4. VERIFY MTER PRESSURE AT EACH POINT OF CONNECTION PRIOR TO INITIATING V10RK. NOTIFY THE Or'1NER'5 AUTHORIZED REPRESENTATIVE IF PRESSURE IS LESS THEN INDICATIN& ON DRAV11NG5. CONTRACTOR 15 RESPONSIBLE FOR ALL FIELD REVISIONS IF OY1NER'5 AUTHORIZED REPRESENTATIVE IS NOT INFORMED OF DISGREPANCIES. 6.1.5. CONNECTION TO MAIN, CONNECT TO EXISTIN& SERVICE LINE AT LOCATION INDICATED. 6.2. EXCAVATION OF TRENCHES, 6.2.1. EXCAVATE TRENCHES, PREPARE SUB&RADE, AND BACKFILL TO LINE AND GRADE Y11TH SUFFICIENT ROOM FOR PIPE FITTIN&S, TESTIN& AND INSPECTIN& OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECT TO A HYDROSTATIC TEST AS SPECIFIED. 6.2.2. TRENCH DEPTH SHALL BE AS FOLLOffi, 6.2.2.1. RECYCLED PRESSURE SUPPLY LINE (2-1/2" I.D. PIPE AND SMALLER) 18" MIN. COVER. 6.2.2.2. RECYCLED PRESSURE SUPPLY LINE /3" 1.D. PIPE AND LAR&ER) 24" MIN. COVER. 6.2.2.3. RECYCLED NON-PRESSURE LINE /2-1/2" I.D. PIPE AND SMALLER) ADJUST ACCORDIN&LY. 6.2.2.4. RECYCLED NON-PRESSURE LINE (3" I.D. PIPE AND LAR&ER) 18" MIN. COVER. 6.2.2.5. RECYCLED PRESSURE SUPPLY LINE IN SLEEVE, FER DETAIL SHOY1N. 6.2.2.b. RECYCLED NON-PRESSURE LINE IN SLEEVE, PER DETAIL SHOY1N. 6.2.2.1. ELECTRICAL AND COMMUNICATION CABLE IN SLEEVE 30" MIN. 6.2.2.8. DISTRIBUTION DRIP TUBIN& 4" MIN. COVER. 6.2.3. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (I) INCH DIAMETER, DEBRIS, AND LITTER PRIOR TO USE AS BACKFILL. 6.2.4. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED FOR Tl&HTNESS, QUALITY OF V10RKMANSHIP AND MATERIALS. 6.2.5. BACKFILL TRENCHES, AFTER APPROVAL OF PIPIN&, V11TH SUITABLE AND APPROVED MATERIAL, TAMP SOIL AROUND PIPE AND THOROU&HL Y COMPACT ALL TRENCH FILLS UNTIL 90 % COMPACTION HAS BEEN ACHIEVED. 6.2.6. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. PROVIDE BACKFILL UNDER, AROUND AND ABOVE TOP OF PIPE FOR PVC PLASTIC PIPE AND BRASS PIPING. 6.3. INSTALLATION OF POLYVINYL CHLORIDE PIPE, 6.3.1. BECAUSE OF THE FRA&ILE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLIN&, LOADIN& AND STORIN&, TO AVOID DAMA&E. 6.3.2. THE PIPE AND FITTIN&S SHALL BE STORED UNDER COVER UNTIL USED AND SHALL BE TRANSPORTED IN A VEHICLE V11TH A BED LON& ENOU&H TO ALLOY1 THE LEN&TH OF PIPE TO LAY FLAT SO AS NOT BE SUBJECTED TO UNDUE BENDIN& OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. 6.3.3. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNLESS SUCH DENT OR DAMAGED SECTION 15 CUT OUT AND PIPE REJOINED i"IITH A COUPLIN&. 6.3.4. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH &RADE TO THE TOP OF THE PIPE, THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-ED&ED OBJECTS. 6.3.5. PIPE ENDS AND FITTIN65 SHALL BE i"IIPED i"IITH "MEK" PRIMER, OR APPROVED EQUAL, BEFORE V1ELDING SOLVENT 15 APPLIED. V1ELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLIN&. ALL FIELD GUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS MATERIAL BEFORE FITTIN& AND &LUIN& TO&ETHER. 6.3.6. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOl"I FOR EXPANSION AND CONTRACTION. 6.3.l. CENTER LOAD PIPE i"IITH SMALL AMOUNT OF BACKFILL TO PREVENT AR.CHIN& AND SLIPPIN& UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR SITE OBSERVATION DUR.IN& TESTIN&. 6.3.8. NO MTER SHALL BE PERMITTED IN THE PIPE UNTIL SITE OBSERVATION HAS BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT V1ELD SETTING AND CURING. 6.3.9. PLASTIC TO METAL JOINTS SHALL BE MADE i"IITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN i"IITH A STRAP i"IRENCH. 6.3.10. PLASTIC TO PLASTIC JOINTS, SOLVENT-V1ELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. 6.3.11. SOLVENT-i"(ELD JOINTS, ASSEMBLE FER MANUFACTURER'S RECOMMENDATIONS. 6.3.12. PROVIDE MINIMUM OF 4" OF CLEARANCE BETl"IEEN PIPES SHARIN& THE SAME TRENCH. 6.4. INSTALLATION OF METAL PIPE, 6.4.1. CUT BRASS PIPING BY POV1ER HACKSAl"I, CIRCULAR CUTTING MACHINE USING AN ABRASIVE i"IHEEL, OR HAND HACKSAl"I. CUT NO PIPING i"IITH METALLIC Y1HEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROU&H EDGES OF BURRS FOR SMOOTH AND UNOBSTRUCTED Flan 6.4.2. CAREFULLY AND SMOOTHLY PLACE THREAD LUBRICANT ON MALE THREAD ONLY. Tl&HTEN SCREl"IED JOINTS i"IITH TONGS OR i"IRENCHES. CAULKING IS NOT PERMITTED. 6.4.3. DIELECTRIC PROTECTION, USE DIELECTRIC FITTIN&S AT CONNECTION V1HERE PIPES OF DISSIMILAR METAL ARE JOINED. 6.5. REMOTE CONTROL VALVES, 6.5.1. i"IHERE POSSIBLE, INSTALL REMOTE CONTROL VALVES IN SHRUB AREAS, AT APPROXIMATE LOCATIONS AS SHOl"IN ON THE DRAl"IIN&S. 6.5.2. i"lHERE POSSIBLE, VALVES SHALL BE &ROUPED TO&ETHER. 6.5.3. REMOTE CONTROL VALVES SHALL BE NORMALLY CLOSED TYPE VALVES . VALVES SHALL BE OF SLOl"l CLOSING DESIGN AND AUTOMATIGALL Y CLOSE IN THE EVENT OF POl"IER FAILURE. 6.5.4. ALL CONNECTIONS TO VALVES SHALL BE MADE HORIZONTALLY. 6.6. QUICK COUPLING VALVES, 6.6.1. i"IHERE POSSIBLE, INSTALL QUICK GOUPLIN& VALVES IN SHRUB AREAS, AT APPROXIMATE LOCATIONS AS SHOl"IN ON THE DRAi"IINGS. 6.6.2. QUICK COUPLING VALVES SHALL BE APPROXIMATELY 12 INCHES FROM PAVING, i"IALKS, HEADERS OR CURBS, AND AS SHOY1N ON PLANS AND AS DIRECTED. 6.6.3. QUICK COUPLIN& VALVES SHALL BE INSTALLED APPROXIMATELY THREE INCHES ABOVE FINISH &RADE IN SHRUB AND/OR &ROUNDCOVER AREAS. VALVES SHALL BE INSTALLED 1/2" ABOVE FINISH &RADE. V1HERE REQUIRED TO BE LOCATED IN TURF AREAS. 6.6.4. QUICK COUPLIN& VALVES ON RECYCLED MTER SYSTEMS BE OPERATED ONLY Y11TH A SPECIAL KEY i"IITH ACME THREADS AND LOCKIN& COVER TO PREVENT UNAUTHORIZED USE. COVER SHALL BE PURPLE RUBBER OR VINYL. 6.6.5. ACME THREADED QUICK COUPLING VALVES ARE NOT PERMITTED ON POTABLE MTER SYSTEMS. 6.6.6. QUICK COUPLING VALVES ON RECLAIMED MTER SYSTEMS SHALL BE INSTALLED IN 9' DIA. PURPLE VALVE BOXES. 6.1. BALL VALVES, 6.1.1. V1HERE POSSIBLE, INSTALL BALL VALVES IN SHRUB AREAS, AT APPROXIMATE LOCATIONS AS SHOY1N ON THE DRAV11N6S. 6.1.2. BALL VALVES SHALL BE INSTALLED TO ISOLATE INDIVIDUAL VALVES OR VALVE MANIFOLDS. 6.1.3. BALL VALVES SHALL BE INSTALLED TO BREAK UP AREAS INTO MANAGEABLE AREAS, TO LIMIT DRAININ& OF MAINLINE DURIN& REPAIRS. 6.8. CHECK VALVES, 6.8.I. PROVIDE MANUFACTURER'S INSTALLED CHECK VALVES IN ALL POP-UP SPRINKLER HEADS. 6.8.2. i"IHERE MANUFACTURER'S INSTALLED CHECK VALVES ARE NOT AVAILABLE INSTALL CHECK VALVES ON POP-UP SPRINKLERS Sr'11NG JOINT ASSEMBLY OR BELOY1 THE HEAD FOR SHRUB HEADS ON RISERS. 6.8.3. ADDITIONAL IN-LINE CHECK VALVES SHALL BE INSTALLED V1HEREVER NECESSARY TO PREVENT LOl'i HEAD DRAINAGE AFTER THE SYSTEM IS SHUT OFF. 6.9. VALVE AND PULL BOXES, 6.9.1. INSTALL NO MORE THAN ONE VALVE PER BOX. 6.9.2. VALVE BOXES SHALL BE INSTALLED ADJACENT TO PAVING SURFACES, i"IHERE POSSIBLE. 6.9.3. VALVE BOXES SHALL BE INSTALLED i"IITH THE TOP OF COVER SET NO HIGHER THAN ADJACENT PAVIN& SURFACE. 6.9.4. IN SHRUB AREAS VALVE BOXES SHALL BE INSTALLED i"IITH THE TOP Of COVER SET Ti"IO INCHES ABOVE FINISH GRADE. 6.9.5. IN LAV1N AREAS VALVE BOXES SHALL BE INSTALLED i"IITH THE TOP OF COVER SET ONE- HALF OF AN INCH ABOVE FINISH GRADE. 6.9.6. ON THE INSIDE SURFACE OF EACH REMOTE CONTROL VALVE BOX, FULL BOX LID AND QUICK COUPLING BOX LID, Y1RITE THE VALVE DESIGNATION NUMBER IN PERMANENT BLACK MARKER OR PAINT. DO NOT i"IRITE ON VALVE BOX LID. 6.9.1. BALL VALVE BOX LIDS SHALL MARKED V11TH THE LETTERS "BV". 6.9.8. MASTER VALVE BOX LIDS SHALL MARKED i"IITH THE LETTERS "MV". 6.9.9. QUICK COUPLING VALVE BOX LIDS SHALL MARKED Y11TH THE LETTERS "QC". 6.9.10. FULL BOX LIDS SHALL MARKED i"IITH THE LETTERS "PB" OR "E". 6.9.11. i"IHERE FULL BOXES ARE LOCATED AT STREET CROSSIN&S, FULL BOX LIDS SHALL MARKED i"IITH THE LETTERS "XING". 6.10. SPRINKLER HEADS, 6.10.1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS FER DETAILS SHOi"IN. 6.10.2. SHRUB HEADS ON RISERS ARE NOT PERMITTED TO BE LOCATED ADJACENT TO PAVING SUR- FACES, HEADERS, TOP OF RETAINING MLLS, IN FRONT OF PROJECT Sl&NA&E OR IN TURF AREAS. 6.10.3. TOP OF POP-UP SPRINKLER HEADS SHALL BE INSTALLED FLUSH i"IITH ADJACENT PAVING SURFACE. 6.10.4. POP-UP SPRINKLER HEADS SHALL BE INSTALLED APPROXIMATELY FOUR INCHES AMY FROM ANY PAVING SURFACE. IN SHRUB AREAS, i"IHERE POP-UP SPRINKLER HEADS ARE LOCATED AT THE HEAD ON A PARKING STALL, POP-UP SPRINKLERS SHALL BE LOCATED EIGHTEEN INCHES FROM BACK OF CURB. 6.10.5. SPRINKLER HEADS SHALL BE LOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEMLKS, STREETS, Y11NDOV15, MLLS AND ALL OTHER NON-DESl&NATED USE AREAS. 6.10.6. SPRINKLER HEADS Y11THIN THE SAME CIRCUIT SHALL BE OF THE SAME MANUFACTURER AND SERIES AND HAVE A UNIFORM PRECIPITATION RATE. 6.10.1. SPACING OF SPRINKLER HEADS SHALL NOT EXCEED MAXIMUM DISTANCES AS INDICATED IN THE IRRIGATION LEGEND. 6.10.8. ADJUST NOZZLES ARCS AND PRESSURE COMPENSATIN& DEVICES TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROU&HL Y TESTED, IMMEDIATELY AFTER i"IRITTEN NOTIFICATION BY THE LANDSGAFE ARCHITECT TO DO SO. 6.11. BACKFLOl'i PREVENTER 6.11.1. BAGKFLOl'i PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE i"IITH MANUFACTURER'S SPECIFICATION, LOCATED AND AS DIRECTED ON DRAV11N65 ADJACENT TO THE POINT OF CONNECTION, AND SHALL CONFORM TO ALL APPLICABLE HEAL TH GODE AND ORDINANCE REQUIREMENTS. 6.11.2. BACKFLOl'i PREVENTER ASSEMBLIES SHALL BE LOCATED SHRUB AREAS Y1HERE POSSIBLE. EXACT LOCATION AND POSITIONIN& SHALL BE VERIFIED ON THE SITE AND SHALL BE APPROVED BY THE DISTRICT. 6.11.3. BACKFLOl'i PREVENTER ASSEMBLIES FOR POTABLE MTER IRRIGATION SYSTEMS SHALL BE PAINTED FLAT BLACK. 6.11.4. BACKFLOl'i PREVENTER ASSEMBLIES FOR POTABLE RECYCLED MTER IRRl&ATION SYSTEMS SHALL BE PAINTED PURPLE. 6.12. FLUSHING SYSTEMS, 6.12.1. AFTER PIPIN& AND RISERS ARE IN PLACE, BUT PRIOR TO THE INSTALLATION OF THE SPRINKLER HEADS, A FULL HEAD OF MTER SHALL BE USED TO FLUSH OUT THE SYSTEM. AFTER SYSTEM 15 THOROUGHLY FLUSHED, CAP ALL RISERS. 6.13. TESTIN&, 6.13.1. NOTIFY LANDSGAPE ARCHITECT AND CITY INSPECTOR IN i"IRITIN& i"IHEN TESTING i"IILL BE CONDUCTED. CONDUCT TESTS IN PRESENCE OF THE LANDSCAPE ARCHITECT AND CITY INSPECTOR. 6.13.2. PRESSURE TEST, 6.13.2.1. ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 125 LBS. PER SQ. INCH AND ALL NON PRESSURE LINES SHALL BE TESTED UNDER THE EXISTIN& STATIC PRESSURE AND BOTH BE PROVEN MTERTl&HT. (CONTRACTOR TO SUPPLY ALL HYDROSTATIC TEST EQUIPMENT NEEDED FOR TESTIN&.) 6.13.2.2. PRESSURE SHALL BE SUSTAINED IN THE LINES FOR NOT LESS THAN FOUR HOURS. IF LEAKS DEVELOP, THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM 15 PROVEN MTERTIGHT. 6.13.2.3. TESTS SHALL BE OBSERVED AND APPROVED BY THE CITY INSPECTOR, LANDSGAPE ARCHITECT AND/OR Oi"INER PRIOR TO BACKFILL. BAGKFILLIN& TRENCHES PRIOR INSPECTION i"IILL NOT BE ALLOl"IED AND ALL PREMATURELY FILLED TRENCHES SHALL BE SUBJECT TO REOPENIN& AS DIRECTED BY THE LANDSCAPE ARCHITECT OR CITY INSPECTOR. b.13.3. COVERA6E TEST, b.13.3.1. COVERA6E TESTIN6, PERFORM OPERATIONAL TESTIN6 AFTER HYDROSTATIC TESTING IS COMPLETED, BACKFILL IS IN PLACE, AND SPRINKLER HEADS ADJUSTED TO FINAL POSITION. b.13.3..2. AFTER COMPLETION OF LANDSCAPE =K, CAREFULLY ADJUST HEADS SO THEY Y'IILL BE FLUSH Y'IITH LAY'IN AREAS OR NOT MORE THAN 1/2" ABOVE FINISH GRADE IN GROUNDCOVER AREA b.14. CONCRETE THRUST BLOCKS AND SUPPORTS, b.14.1. THRUST BLOCKS AND FOOTIN6S SHALL BE PLACED ON NINETY PERCENT (qo%) COMPACTED OR UNDISTURBED SUB6RADE. CONSTRUCT TO SHAPES SPECIFIED AND PARALLEL TO Y'IALKl"IAYS. TOOL FINISH EXPOSED SURFACE. 6.15. AUTOMATIC CONTROL SYSTEM, 6.15.1. AUTOMATIC CONTROLLER SHALL BE INSTALLED AS 5HOV1N AND AS DIRECTED. CONTROLLER SHALL BE TESTED i"IITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POl"IER TO THE CONTROLLER FOR OPERATION AND TESTING. 6.15.2. CONNECTIONS TO CONTROL i"IIRING SHALL BE MADE i"IITHIN AUTOMATIC CONTROLLER ENCLOSURE. ALL i"IIRE SHALL FOLLOl'i THE PRESSURE MAIN INSOFAR AS POSSIBLE. 6.15.3. ELECTRICAL i"IIRIN& SHALL BE ON A Rl&ID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLIN& ALL i"IIRIN& TO THE SUB-PANELS, CLOCKS, OR ELSEl"IHERE AS REQUIRED. IN ORDER TO COMPLETE THIS INSTALLATION. A DISGONNEGT Si"IITCH SHALL BE INCLUDED. 6.15.4. CONTROLLERS SHALL HAVE A MASTER SY11TCH. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANUALLY INDEPENDENT OF THE GLOCK OR ANY OTHER VALVE. 6.15.5. CONTRACTOR SHALL SUPPLY AND INSTALL A MANUFACTURER APPROVED BATTERY IN CONTROLLER TO PREVENT LOSS OF. PRO&RAM. 6.15.6. CONTROL SYSTEM SHALL BE PROGRAMMED TO OPERATE ONE SYSTEM AT A TIME. 6.15.1. SYSTEM ENCLOSURES SHALL BE EQUIPPED i"IITH A AUTOMATIC RAIN SHUT-OFF DEVICE. 6.16. AUTOMATIC CONTROL Y11RE, 6.16.1. DIRECT BURIAL CONTROL i"IIRE SIZES, AS SHOY'IN AND SPECIFIED HEREIN BEFORE. 6.16.1.1. PROVIDE ONE CONTROL V11RE AND ONE COMMON GROUND Y11RE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4 FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. 6.16.1.2. INSTALL CONTROL i"IIRES AT LEAST 12" BELOY1 FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTIN&S EXCEPT AT TERMINAL POINTS. 6.16.1.3. INSTALL CONTROL Y11RES AND IRRIGATION PIPIN& IN COMMON TRENCHES V1HERE POSSIBLE. 6.16.1.4. IN CASE OF DAMA&E TO ANY COMMON OR CONTROL Y11RE, CONTRACTOR 15 TO RUN AN EXTRA COMMON AND Ti"IO EXTRA CONTROL i"IIRES ON EACH LEG OF MAINLINE TO THE FARTHEST RGV BACK TO THE CONTROLLER. 6.16.1.5. ALL SPLICES SHALL BE ENCASED IN MTERPROOF CONNECTORS PER APPROVED MATERIALS. 6.16.1.6. PROVIDE Ti"IO SEPARATE SPARE Y11RES TO EACH VALVE MANIFOLD OR INDIVIDUAL VALVE. SPARE i"IIRES LOOPED TO EACH VALVE MANIFOLD 15 UNACCEPTABLE. 6.16.1.1. END OF SPARE i"IIRES SHALL BE ENCASED IN A MTERPROOF CONNECTOR. 6.16.1.8. INDIVIDUAL CONTROL i"IIRES SHALL BE BUNDLED TO&ETHER i"IITH A COLORED TAPE AT TEN FOOT INTERVALS. TAPE COLORS SHALL BE UNIQUE FOR EACH CONTROLLER'S i"IIRES. 6.I6.1.'l. INSTALL CONTROL i"IIRES IN SLEEVES SEPARATE FROM PIPIN&. 6.16.1.10. CONTROL Y11RE SPLICES, ALLOl"IED ONLY ON RUNS OF MORE THAN 3OO-FEET, SPLICES AS FOLLOi"IS, 6.16.I.IO.I. STRIP OFF MINIMUM OF 2-1/2" OF INSULATION FROM EACH Y11RE. 6.16.1.10.2. SEAL CONNECTOR IN EPOXY RESIN AND BURY IN A ROUND VALVE BOX i"IITH A rm FOOT EXPANSION LOOP. 6.16.1.10.3. NUMBER.IN& AND TAGGING, IDENTIFY DIRECT BURIAL CONTROL Y11RE5 FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TA&&IN& i"IIRE i"IITH NUMBER OF CONNECTED VALVES. 6.11. FLOY1 SENSIN& DEVICE, 6.11.1. FLOl"I SENSIN& DEVICE SHALL BE LOCATED APPROXIMATELY AS INDICATED ON PLANS AND INSTALLED PER MANUFAGTURE'S SPECIFICATIONS. 6.11.2. FLOl"I SENSIN& DEVICE SHALL BE INSTALLED DOi"IN STREAM OF PRESSURE REGULATOR. 6.18. FLOY1 SENSIN& DEVICE, 6.18.1. RAIN SENSIN& DEVICE SHALL BE LOCATED APPROXIMATELY AS INDICATED ON PLANS AND INSTALLED PER MANUFACTURE'S SPECIFICATIONS. 6.18.2. EACH CONTROLLER ASSEMBLY SHALL BE EQUIPPED V11TH ITS OY1N RAIN SENSING DEVICE, UNLESS SYSTEM 15 OPERATED BY A CENTRAL CONTROL SYSTEM. 6.1'1. SITE OBSERVATION VISITS BY THE ARCHITECT, 6.1'1.I. IN ALL CASES i"IHERE SITE OBSERVATION VISITS OF THE IRRIGATION SYSTEM V10RK IS REQUIRED AND/OR i"IHERE PORTIONS OF THE V10RK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR Sl&HT OBSERVATION OF THE ARCHITECT OR HIS REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR AND ARCHITECT AT LEAST THREE (3) Y'IORKIN& DAYS IN ADVANCE OF THE TIME SUCH SITE OBSERVATION AND/OR DIRECTION 15 REQUIRED. 6.19.2. SITE OBSERVATION i"IILL BE REQUIRED FOR THE FOLLOi"IING PARTS OF THE i"IORK, 6.19.3. UPON INSTALLATION AND TESTIN& OF SLEEVES, MAIN LINES AND LATERAL LINES; i"IHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED. b.lq.4_ UPON INSTALLATION AND TESTIN6 OF VALVES, QUICK COUPLERS, DEVICES, AUTOMATIC CONTROLLERS, AND CONTROL VALVES AND Y'IIRES. b.1q.5_ Y'IHEN THE SPRINKLER SYSTEM IS COMPLETED PRIOR TO PLANTIN6, THE CONTRACTOR, IN THE PRESENCE OF CITY INSPECTOR AND ARCHITECT, SHALL PERFORM A COVERA6E TEST TO DETERMINE IF THE COVERAGE OF i"IATER AFFORDED THE LAY'IN AND PLANTIN6 AREAS 15 COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL Y'IORK REQUIRED TO CORRECT ANY INADEQUACIES. b.1'1b. FINAL SITE OBSERVATION VISIT BY THE ARCHITECT AND PERFORMANCE TEST SHALL BE AT THE SAHE TIME AS THE FINAL SITE OBSERVATION OF THE SPECIFIED LANDSCAPE MAINTENANCE PERIOD Y'IORK. END OF SECTION 02el0 "AS-BUILrf ,, : :: GROVE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. -----EXP. DATE REVIEWED BY: INSPECTOR DATE landscape architecture design I consulting I project management I S1ET I CITY OF CARLSBAD WJ PLANNING DIVISION 1 7 6 0, j j 0. 9 7 j 7 {wwvi. grove-design. com} DATE: 09-25-14 JOB NO.: 21432 SCALE: 1/4" = 1'-0" DRAWN BY:HM DATE INITIAL ENGINEER OF WORK I DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: VERIZON WIRELESS CALAVERA HILLS {~_i~_L1 , t{1-o fr I I, J.., . ~.-:; PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: MCUP 13-06 484-4L Cf) __J __J I ~ w ; cJ Cf) Cf) w __J w a: s: z 0 N a: w > ,.. I _, PROPOSED CONCRETE SLUMP BLOCK RETAINING WALL. ----- SEE ARCHITECTS PLAN. PLANTING NOTES EXISTING CONCRETE CURB GUTTER & SIDEWALK EXISTING STREETLIGHT CONDUIT AS LOCATED - BY UNDERGROUND ALERT MARK-OUT EXISTING AT&T TELCO CONDUIT AS LOCATED ~ BY UNDERGROUND ALERT MARK-OUT "- EXISTING BRISBANE BOX TREE TO REMAIN I. DETERMINE THE LOCATION OF ALL UNDER<SROUND UTILITIES PRIOR TO THE INITIATION OF ANY V'IORK. ALL V<ORK SHALL BE PERFORMED IN A MANNER V<HIGH V'IILL AVOID POSSIBLE DAMA<SE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM ANY DRAINA<SE FLOY< LINE, SEV<ER LINE, V<ATER LINE, <SAS LINE, OR ELECTRICAL CONDUIT. 3. FOR UNDERISROUND UTILITIES, SITE DRAINA<SE, STREET IMPROVEMENTS AND 6RADIN6 DOCUMENTATION, REFER TO PLANS PREPARED BY O'DAY CONSULTANTS, CITY Of CARLSBAD PROJECT NO. G.T. "11-13, DRAV'IIN6 NUMBER 415-"II, 415-"IJ. 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVIN<S SURFACES, V<HERE A PAVIN6 SURFACE IS LOCATED V'IITHIN 5' OF A TREE'S TRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE GENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTALLIN6 ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE. ------ ' 0 . 'J I 1 OF 5 CEANOTHUS G,, H-\ )YANKEE POINT' 15 gal CAL!fOR~!'.l MOUNTAIN LILAC ~) \ 1:::: ', ~ ' ' Oi;. OF 1 O RHAMNUS CALIFONICA 15 gal COFFEEBERRY Underground Service Alert Call: TOLL FREE 1-800 422-4133 TY'IO Y'!ORKIN6 DAYS BEFORE YOU D16 EXISTING 11" CALIPER EUCALYPTUS--~ TREE TO BE REMOVED SEE SHEET IO FOR PLANTIN6 LE<SEND AND NOTES SEE SHEET II FOR PLANTIN6 DETAILS SEE SHEET 12 FOR PLANTIN6 SPECIFICATIONS EXISTING BRISBANE BOX - TREE TO REMAIN ~--EXISTING TECOMARIA CAPENSIS HEDGE AT TOP OF SLOPE TO REMAIN ~--EXISTING ACACIA TO REMAIN ROSMARINUS 0FFICINALIS PROSTRATRUS 1 OF 6 CREEPING ROSEMARY BOUGAINVILLEA SPECTABILIS 1 OF 5 5 gal 0 BOUGAINVILLEA 15 gal MYOPORUM P. 'PUTAH CREEK' 20" 0.C. I • J PROSTRATE MYOPORUM gal [ • • • • 0 LOPHOSTEMON CONFERTUS 1 OF BRISBANE BOX ACACIA REDOLENS 4' O.C. PROSTRATE ACACIA 5 GAL : :: GROVE landscape architecture design I consulting I project management 760. 550. 9757 {www. grove -design. com} DATE: 09-25-14 JOB NO.: 21432 SCALE: 1/4" = 1 '-0" DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. INITIAL DATE INITIAL DATE INITIAL DRAWN BY:HM ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL o· 2' 4' 8' "AS-BUILrf " EXP. DATE REVIEWED BY: INSPECTOR DATE I SHsET I CITY OF CARLSBAD I SH115 I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: VERIZON WIRELESS CALAVERA HILLS DWN BY: PROJECT NO. DRAWING NO. CHKD BY: MCUP 13-06 484-4L RWID BY: ~ __J I <l'. a: w ~ c5 (f) (f) w __J w a: s: z 2 a: w > d) I _j PLANTING NOTES I. THE PLANTING PLAN IS DIAGRAMMATIC AND SHALL BE USED AS A GUIDE FOR SETTING OUT PLANTS. PRIOR TO PLANTING, THE LANDSCAPE ARCHITECT SHALLL BE CONTACTED TO APPROVE ALL PLANT LOCATIONS AND DIRECT ADJUSTMENTS. 2. PLANT MATERIALS SHALL CONFORM TO NURSERYMAN'S STANDARDS FOR SIZE AND HEALTH. ALL PLANTS ARE SUBJECT TO REJECTION BY THE LANDSCAPE ARCHITECT IN SUBSTANDARD IN SIZE, QUALITY, OR HEAL TH. 3. PROVIDE Y'IATERPROOF SPECIES IDENTIFICATION TAGS ON ONE PLANT PER SPECIES PER GROUPING. 4. PLANT COUNTS ARE FOR THE CONVENIENCE OF THE LANDSCAPE CONTRATOR ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOY'lN ON THE PLAN. S. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS THOUROUGHL Y SOAKED PRIOR TO PLANTING. b. LANDSCAPE CONTRACTOR SHALL REMOVE EXISTING VEGETATION, TRASH, CLIPPINGS, ROCK AND OTHER DEBRIS IN PLANTING AREAS. RAKE AND FINE GRADE ALL PLANTING AREAS PRIOR TO COMMENC-NMENT OF PLANTING OPERATIONS. 1. PLANTING PITS SHALL BE TY'llC-E THE CONTAINER Y'llDTH AND OF EQUAL DEPTH. PLANTING PITS AND PLANTERS SHALL BE BACKFILLED Y'llTH EXISTING SITE SOIL AND 1/4 (BY VOLUME) NITRIFIED TOP SOIL MIX. FERNS, AZALEAS AND AC-ID PLANTS SHALL RECEIVE AN ADDITIONAL 1/3 (BY VOLUME) PEAT IN BACKFILL MIX. B. TREES AND SHRUBS SHALL BE FERTILIZED AT THE TIME OF PLANTING Y'llTH 21-GRAM AGRIFORM TABLETS AT THE FOLLOY'llNG RATES, GROUNDC-OVER-(S 6RAM 20-10-5 TABLET) I 6AL.SIZE-I TABLET 15 GAL.-S TABLETS Sb" BOX-1O TABLETS S GAL. SIZE-3 TABLETS 24" BOX-B TABLETS 4B" BOX-12 TABLETS STAKES GALLON AND DOUBLE STAKE 15 GALLON AND 24" BOX TREES. GUYING OF LARGER TREES SHALL BE DONE AT THE LANDSCAPE ARCHITECTS DISCRETION. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE STABILITY DURING LENGTH OF THE GUARANTEE PERIOD. 10. VERIFY TREE PIT DRAINAGE Y'llTH 24 HOUR Y'lATER FILL TEST PRIOR TO PLANTING. ALL BOXED TREES NOT DRAINING ARE TO HAVE A 4" DIAMETER AUGER HOLE DRILLED THROUGH ANY HARDPAN OR COMPACTED EARTH AS REQUIRED TO PROVIDE DRAINAGE IN A 24 HOUR PERIOD. II. ALL PLANTING AREAS EXCEPT SLOPES SHALL BE PREPARED BY APPLYIN6 THE FOLLOY'llNG AMENDMENTS TO THE SOIL AND TILLING INTO THE TOP b" OF SOIL, 3 CU. YD./1000 S.F. NITRIFIED Y'lOOD SHAVINGS IOOLBS./1OOO S.F. AGRIC-UL TURAL 6YPSUM 2S LBS./1OOO S.F. 12-12-12 FERTILIZER NOTE, SUBJECT TO C-HAN6E PER SOIL TEST RECOMMENDATIONS. AFTER ROUGH GRADIN6, CONTRACTOR SHALL TAKE SOIL SAMPLES FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOY'llNG, A. OR6ANIC-MATTER CONTENT B. N.P.K. C-. PH D. ED E. SOIL TEXTURE (SILT, CLAY, SAND) F. RECOMMENDATIONS FOR AMENDMENTS, LEAC-HIN6, AND MAINTENANCE THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS BY THE LANDSCAPE ARCHITECT PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. 12. POST PLANTING FERTILIZATION SHALL BE PERFORMED BY CONTRACTOR AT 30, bO, AND 90 DAYS AFTER PLANTING. 13. PLANTS SHALL NOT BE PLACED Y'llTHIN 12" OF SPRINKLER HEADS. 14. SHRUBS AND TREES SHALL BE UNDERPLANTED Y'llTH GROUNDCOVER AS SHOY'lN BY ADJACENT SYMBOL. 15. GROUNDCOVER SHALL BE PLANTED USING TRIAN6ULAR SPACING AS NOTED IN LEGEND. lb. PROVIDE A 3" LAYER OF "Y'IALK ON BARK" FOR ALL NON-TURF AREAS LESS STEEP THAN 3,1. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO "BULK DELIVERY" TO SITE. 11. VINES SHALL BE SECURED TO ADJACENT FENCES POSTS OR Y'IALLS USING VINE TIES. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF NINETY (90) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLEAN, Y'lATERED, AND Y'lEED-FREE. ALL DEAD OR DYING PLANTS SHALL BE REPLACED DURING THE MAINTENANCE PERIOD. CONTRACTOR SHALL GUARANTEE PLANT LONGEVITY AS FOLLOY'lS, TREES-ONE YEAR, SHRUBS 4 6ROUNDCOVER-SIX MONTHS. SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS FROM CITY OF CARLSBAD LANDSCAPE MANUAL SECTION IV E.3 SLOPE PLANTING E.3-1 SLOPE PLANTIN6 STANDARDS V'lEED CONTROL 1. MANUALLY REMOVE ALL EXISTING Y'lEEDS AND GRASSES AND REMOVE FROM SITE. 2. APPLY 200 LBS/ACRE COMMERCIAL FERTILIZER TO ALL PLANTING AREAS. IRRIGATE 4 TIME PER DAY DURING THE SUMMER SEASON AND 2 TIMES PER DAY DURING OTHER SEASONS FOR 3 Y'lEEKS TO 6ERMINATE SEEDS. 3. DISCONTINUE IRRIGATION FOR 2 DAYS AND APPLY A NON-SELECTIVE CONTACT HERBICIDE, PER MANUFACTURER'S DIRECTION, TO ERADICATE GERMINATED Y'lEEDS AND GRASSES. ALLOY'l HERBICIDE TO KILL Y'lEEDS AND GRASSES. MANUALLY REMOVE Y'lEEDS AND GRASSES FROM SITE. MINIMIZE SOIL DISTURBANCE ON SLOPED AREAS OF THE SITE. 4. IF Y'lEEDS AND GRASSES STILL EXIST, IRRIGATE 4 TO 2 TIMES PER DAY AS ABOVE, FOR 2 Y'lEEKS OR UNTIL NEY'l GROY'lTH APPEARS. REAPPLY HERBICIDE PER MUFACTURER'S DIRECTION. ALLOY'l HERBICIDE TO KILL Y'lEEDS AND GRASSES. MANUALLY REMOVE Y'lEEDS AND 6RASSES FROM THE SITE. S. NO PRE-EMERGENT HERBICIDE SHALL BE USED IN LANDSCAPE AREAS TO BE SEEDED. b. CONTRACTOR SHALL OBTAIN APPROVAL BY THE OY'lNER TO APPLY ANY HERBICIDE, INSECTICIDE, FUNGICIDE, OR OTHER CHEMICALS TO BE USED ON SITE. CONTRACTOR SHALL ABIDE BY ALL APPLICABLE GOVERNMENTAL STANDARDS REGULATION THE APPLICATION OF ANY CHEMICALS, AND SHALL FOLLOY'l ALL MANUFACTURER'S RECOMMENDATIONS. ALL Y'lORKERS APPLYING SUCH CHEMICALS SHALL BE LICENSED IF REQUIRED BY LAY'l. E.3-1.1 SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HERIN SHALL BE TREATED Y'llTH ONE OR MORE OF THE FOLLOY'llNG PLANTING STANDARDS, A. STANDARD # I-COVER CROP/REINFORCED STRAY'l MATTING, COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR Y'llLD FLOY'lERS. 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 90% COVERAGE Y'llTHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAY'l MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAY'l MATTING SHALL BE REQUIRED Y'lHEN PLANTING OCCURS BETY'lEEN AUGUST IS AND APRIL IS. B. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED Y'llTH A GROUND COVER KNOY'lN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE Y'llTHIN ONE YEAR!. (SEE HYDROSEEDING) C. STANDARD #3 -LOY'l SHRUBS LOY'l SPREADING Y'lOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4" LINERS) SHALL COVER A MINIHUM OF SEVENTY (10%) PERCENT OF THE SLOPE FACE (AT HATURE SIZE). D. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROH A HINIHUM OF I GALLON CONTAINERS) AT A HINIHUH RATE OF ONE (I) PLANT PER TY'lO HUNDRED (200) SQUARE FEET. E.3-1.2 AREAS OF APPLICATION (PLANTING) E.3-1.2.1 SLOPES 0, I OR STEEPER AND, A. 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC Y'IALKS OR STREETS REQUIRE A MINIMUH STANDARD # I (COYER CROP/REINFORCED STRAY'l HATTINS). B. 3 FEET TO B FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, (EROSION CONTROL HATTINS SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. C. IN EXCESS OF B FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, (EROSION CONTROL HATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3, AND #4. E.3-1.2-2 SPECIAL CONDITIONS E.3-1.2-2.1 AREAS GRADED FLATTER THAN b,I REQUIRE STANDARD #I (COVER CROP/REINFORCED STRAY'l MATTING) Y'lHEN THEY HAVE ONE OR MORE OF THE FOLLOY'llNG CONDITIONS, A. SHEET GRADED PADS NOT SCHEDULED FOR IHPROVEMENTS Y'llTHIN b MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT Y'IARRANT IMHEDIATE TREATMENT. E.3-1.2-2.2 AREAS TO BE HYDROSEEDED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEED BED. : :: GROVE landscape architecture design I consulting I project management 760. :i:iO. 97:i7 {www. grove-design. com} DATE: 09-25-14 JOB NO.: 21432 SCALE: 1/4" ~ 1'-0" DRAWN BY:HM PLANTING LEGEND SYMBOL BOTANICAL NAME COMMON NAME PLANTING QUANTITY SIZE 0 • • • • • • • • • • • • • • • • - 0 LOPHOSTEMON CONFERTUS RHAMNUS CALIFORNICA ROSMARIN US OFFICINALIS 'PROSTRATUS' BOUGAINVILLEA SPECTABILIS MYOPORUM PARVIF0LIUM ACACIA REDOLENS CEANOTHUS G. H. 'YANKEE POINT' BRISBANE BOX 36" BOX COFFEEBERRY 15 GALLON CREEPING 5 GALLON ROSEMARY BOUGAINVILLEA 15 GALLON CREEPING MYOPORUM 1 GALLON PROSTRATE ACACIA 5 CALLON CALIFORNIA 15 GALLON MOUNTAIN LILAC NOTE, REINFORCED STRAY'l MAT IS REQUIRED ON ALL SLOPE AREAS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. 2 10 6 5 30" ON-CENTER SPACING 4'-0" ON-CENTER SPACING 5 EXISTING CALIPER MATURE HEIGHT & SPREAD 45' -0" HEIGHT 25' -0" SPREAD 6' -0" HEIGHT 6' -0" SPREAD 2' -0" HEIGHT 3'-0" SPREAD 30' -0" HEIGHT 30' -0" SPREAD 6" HEIGHT 12' -0" SPREAD 4'-0" HEIGHT 15' -0" SPREAD 6' -0" HEIGHT 6' -0" SPREAD "AS-BUILT ----EXP. REVIEWED BY: INSPECTOR " DATE DATE ---1----1------------l----l-__j__j----l-----l L_I s=H9E=ET=-l =c=r=T=Y:::::::::::::::O=F==c=A=R=L=s=B=A=D=-=I ==1=1 ~ PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: VERIZON WIRELESS CALAVERA HILLS --t--~----------+--l-----1---1-----l I ~7) &;-~11_-=tt__ \-1 \,>•\.:;' PLANNING DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY: MCUP 13-06 484-4L RVWD BY: L-------------------------------------~;;;;;;;;;;~~~~;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;~;;;;;;;;;;~~~~~~~~~ ~ __J I ~ w > :s (5 (f) (f) w __J w 0: s: z 0 N 0: w > I, I _J CD~--, :z }' (() 0 CD PREVAILIN6 V-.IND AXIS PARALLEL TO STAKES M'I 2" DIA. 10' PINE \::c:) LOD6E POLE STAKE @ TREE TIES (3) (SEE SPECIFICATIONS) 8) FINISH &RADE @ TREE PLANTIN6 PER DETAIL "E" CD~ CD ROOT!3ALL, SET CROV-.N I" ABOVE &RADE f"6"' M\ 2" BASIN BERM FOR SHRUBS ~ \::c:) 4" BASIN BERM FOR TREES G) @ REAR SLOPE OF PLANTIN6 PITS ON SLOPES SHALL BE @ 6RADED TO A I, I MAX. SLOPE IA'\ FERTILIZER TABLET I::!} PER SOILS REPORT @ R;Y,if(k ~u'&~b1: OVER :;2X CONTAINER DIA. (12" MIN. FOR LINERS) AMENDED BACKFILL (SEE SPECIFICATIONS) CONTAINER DEPTH (12" MIN. FOR LINERS) 3" LAYER OF MULCH, MAINTAIN 3" CLEAR OF SHRUB BASE 2% SLOPE (Av-.A Y FROM TRUNK) NOTE, REINFORCED STRAV-. MAT SHALL BE INSTALLED ON THIS SLOPE AREA TO PROVIDE EROSION CONTROL V-.HILE PLANTS E5TABLISH. (6) TREE STAKING N.T.S. ® SHRUB PLANTING ON SLOPE ® CD @ TREE PLANTING (PER DETAIL E, THIS SHEET) 2" BASIN BERM FOR SHRUBS 4" BASIN BERM FOR TREES @) REAR SLOPE OF PLANTING PITS ON SLOPES SHALL BE GRADED TO A I, I MAX. SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION /AIHILE PLANTS ESTABLISH. @ DAYLIGHT 4" PERFORATED PVC PIPE /Al/ 4" PVC DRAINPIPE GRATE (/AIRAP PIPE /Al/ FILTER FABRIC) TREE J/'IELL PLANTING (SLOPE CONDITION) N.T.S. N.T.S. i CONCRETE CURB @ FINISH 6RADE PLANTING HOLE -2 TIMES BOX V-.IDTH 8) ROOT!3ALL -SET CROV-.N 2" ABOVE 6RADE @ BACKFILL (PER SPECIFICATIONS) NOTE, MIN. 10' LENGTH OF ROOT BARRIER V-.HERE TREES ARE LOCATED V-.ITHIN 5' OF PAVIN6 , CURBS, AND V-.ALLS BARRIER SHALL BE CENTERED ON LOCATION OF TREE. @ ROOT BARRIER : :: GROVE landscape architecture design I consulting I project management 760. 550. 9757 {www. grove· design. com} DATE: 09-25-14 JOB NO.: 21432 SCALE: 1/4" = 1'-0" DRAWN BY:HM CD @ @ PLACE ROOT!3ALL OVER ,-;-. NATIVE SUB6RADE \..!,J CURB OR PAVING @ ROOT BARRIER -48" MIN. DEPTH AND 48" MIN. V-.IDTH). ROOT BARRIER SHALL BE LOCATED PARALLEL TO ALL PAVIN6 SURFACES AS REQUIRED @ MULCH IF REQUIRED, SEE PLANTING SPECIFICATIONS ® CD ROOT!3ALL, SET CROV-.N I" @ ABOVE GRADE @FINISH GRADE @FERTILIZER TABLET G) PER SOILS REPORT @PLACE ROOT!3ALL OVER @ NATIVE SUBGRADE r;::;.., @2" BASIN BERM FOR SHRUBS '3J 4" BASIN BERM FOR TREES LAYER OF MULCH (SEE PLANTIN6 SPECIFICATIONS FOR DEPTH) MAINTAIN 3" FROM TRUNK PLANTIN6 HOLE -2 TIME5 CONTAINER V-.IDTH BACKFILL (SEE SPECIFICATIONS) CONTRACTOR TO PRUNE UP ALL TREES 4 SHRUBS 12" FROM FINISH GRADE N.T.S.@ SHRUB c$ TREE PLANTING N.T.S DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL "AS-BUILT " ----EXP. DATE REVIEWED BY: INSPECTOR DATE I s10ET I CITY OF CARLSBAD Lill PLANNING DIVISION 1 LANDSCAPE IMPROVEMENT PLANS FOR: VERIZON WIRELESS CALAVERA HILLS I PLANNING 10( I L'.( • 8 (.,...., t\' 1-t=•\..;' DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: MCUP 13-06 484-4L If) .....I .....I -:r: <( I a: w ~ <( u If) If) ' ' w I .....I w a: :s: z 0 N a: w > C) I _J LANDSCAPE FLANTIN6 SPECIFICATIONS -LANDSCAPE V()RK I.I. RELATED DOGUMENTS I.I.I. DAA,'\IN6S AND 6ENERAL PROVISIONS OF WNTRAGT, INCLUDING GENERAL AND SWFLEMENTARY WNDITIONS AND DIVISION I SFEGIFIGATION SECTIONS, APPLY TO THIS SECTION. 1.12. CITY OF GARLSBADS LANDSCAPE MANJAL. 12. SUMMARY 12.1. THIS SECTION INCLUDES PROVISIONS FOR THE FOLLOY!IN6 ITEMS, 12.1.1. TREES. 12.12. SHRIJBS. 12.1.3. PLANTS. 12.1.4. GRCtlNDCOVER. 12.15. SOIL AMENDMENTS. 12.lh. FINISH GRADIN6. 12.1.1. MAINTENANCE PERIOD. 122. RELATED SECTIONS, THE FOLLOYIING SECTIONS CONTAIN REQUIREMENTS THAT RELATE TO THIS SECTION. 122.1.. UNDERGROJND SPRINKLER SYSTEM IS SPECIFIED IN DIVISION 2 SECTION, AS A RECLAIMED f'IATER IRRIGATION SYSTEM 1.3. QUALITY ASSl.!<ANCE 1.3.1. THE WNTRACTOR SHALL SPECIALIZE IN LANDSCAPE V()RK AND POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE V()RK INCLUDIN6 FEST WNTROL APPLICATORS AND C-21 LANDSCAPING LICENSES. 1.32. ~E QUALITY WNTROL, 1.32.1. 6ENERAL, SHIP LANDSCAPE MATERIALS Y!ITH CERTIFICATES OF INSPECTION REQUIRED BY GOVERNIN6 AIJTHORITIES. COMPLY f'IITH REGI.JLATIONS APPLICABLE TO LANDSCAPE MATERIALS. 1.322. DO NOT MAKI: 9JB5TITIJTIONS. IF SPECIFIED LANDSCAPE MATERIAL 15 NOT OBTAINABLE, SOOMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT SHALL SPECIFY ALTERNATE MATERIAL. CITY INSPECTOR t-lET APPROVE SOOSTITIJTIONS. 1.32.3. ANAL Y5I5 AND STANDARDS, FAGKA6E STANDARD PRODIXTS f'IITH MANLfACT\.l<ERS CERTIFIED ANALYSIS. FOR OTHER MATERIALS, PROVIDE ANALYSIS BY RECOGNIZED LABORATORY MADE IN AGWRDANGE f'IITH METHODS ESTABLISHED BY THE ASSOCIATION OF OFFICIAL AGRICUL T1.l<E CHEMISTS, MREVER APPLICABLE. 1.32.4. TREES, SHRIJ65, AND PLANTS, PROVIDE TREES, SHRIJBS, AND PLANTS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY SHOYIN AND SGHED\JLED FOR LANDSCAPE V()RK AND WMFLYIN6 f'IITH REWMMENDATIONS AND REQUIREMENTS OF ANSI Z60.l 'AMERICAN STANDARD FOR N.,RSERY STOCK'. PROVIDE HEAL THY, VIGOROJS STOCK, GROYIN IN A RECOGNIZED 1-M<SERY IN ACCORDANCE f'IITH GOOD HORTICULT\RAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SOCH AS KNOTS, ;,JN-SGALD, INJ-RIES, ABRASIONS, OR DISFIGLREMENT. 1.32.5. MRE FORMAL ARRANGEMENTS OR WNSECUTIVE ORDER OF TREES OR SHRIJl35 ARE SHOYIN, SELECT STOCK FOR UNIFORM HEIGHT AND SPREAD. I.32.b. SELECTION, THE LANDSCAPE ARCHITECT MAY CHECK TREES AND SHRIJBS EITHER AT PLACE OF GROYITH OR AT SITE BEFORE PLANTING, FOR WMPLIANCE f'IITH REQUIREMENTS FOR GENUS, SPECIES, VARIETY, SIZE, AND QUALITY. THE WNTRAGTOR SHALL SOOMIT PHOTOGRAPHS TO LANDSCAPE ARCHITECT OF TYPICAL TREES (15 GAL. AND LARGER WNTAINER SIZES) FOR LANDSCAPE f'IORK. LANDSCAPE ARCHITECT RETAINS RIGHT TO FURTHER CHECK TREES AND SHRIJBS FOR SIZE AND WNDITION OF BALLS AND ROOT SYSTEMS, INSECTS, [NJ-RIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME MING PROGRESS OF f'IORK. WNTRAGTOR SHALL REMOVE REJ:GTED TREES OR SHRIJBS IMMEDIATELY FROM PROJECT SITE. 1.4. SOOMITTALS 1.4.1. GENERAL, 9JBMIT THE FOLLOYIING IN AGWRDANCE f'IITH WNDITIONS OF WNTRACT AND DIVISION I SPECIFICATION SECTIONS. 1.42. PLANT AND MATERIAL CERTIFICATIONS, 1.42.1. CERTIFICATES OF INSPECTION AS REQUIRED BY GOVERNMENTAL AIJTHORITIES. 1.422. MANUFACT\.l<ERS OR VENDORS CERTIFIED ANALYSIS FOR SOIL AMENDMENTS AND FERTILIZER MATERIALS. 1.42.3. LABEL DATA SOOSTANTIATING THAT PLANTS, TREES, SHRIJBS AND PLANTING MATERIALS WMFL Y f'IITH SPECIFIED REQUIREMENTS. 1.42.4. SEED VENDORS CERTIFIED STATEMENT FOR EACH SEED MIX!l.,RE REQUIRED, STATING BOTANICAL AND WMMON NAME, PERCENTAGES BY f'IEIGHT, AND PERCENTAGES OF R!<ITY, GERMINATION, AND f'IEED SEED FOR EACH SEED SPECIES. 1.4.3. SOIL TESTIN6, 1.4.3.1 UPON WMPLETION OF GRADING OPERATIONS, THE WNTRACTOR SHALL TAK!: ONE REPRESENTATIVE SOIL SAMPLE FROM EACH DIFFERENT SOIL TYPE AND WNDITION FOR AGRICULTURAL 5UITABILITY TESTIN6 AT A DEPTH OF 6' TO 12'. SOIL SAMPLES SHALL REPRESENT A CROSS SECTION OF SOIL CONDITIONS PRESENT AT THE SITE. 1.4.32. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY PRE-APPROVED BY THE CITY. TESTS SHALL INDICATE ORGANIC MA illR CONTENT; N, F, K; PH; EC; SOIL TEX!l.,RE; RECOMMENDATIONS FOR AMENDMENTS, LEACHIN6, HYDROSEEDIN6, SOD LAYIN, SEED LAYIN, ACID LOVING PLANTS AND MAINTENANCE FERTILIZATION. 1.4.3.3. SOIL TEST RESULTS AND REWMMENDATIONS Of THE LABORATORY SHALL BE SOOMITTED TO THE CITY Of CARLSBAD INSPECTOR AND THE LANDSCAPE ARCHITECT FOR INCORFORATION INTO THE FLANS. TEST RESULTS HJ5T BE REVlff'IED AND APPROVED PRIOR TO SOIL AMENDIN6. 1.4.3.4. PRODIXTS SPECIFIED BY PRODIXT NAME BY THE SOILS TESTING LAB IN THE RECOMMENDATIONS MAY BE SOOSTITIJTED f'IITH 'OR EQUAL' PRODIXTS APPROVED BY THE Of'INERS REPRESENTATIVE. 15. DELIVERY, STORAGE AND HANDLING 1.5.1. PACKAGED MATERIALS, DELIVER PACKAGED MATERIALS IN CONTAINERS SHOYIIN6 f'IEIGHT, ANALYSIS, AND NAME OF MANUFACT\.l<ER. PROTECT MATERIALS FROM DETERIORATION MING DELIVERY, AND HHILE STORED AT SITE. 152. TREES AND SHRIJ6S, DO NOT PRUNE PRIOR TO DELIVERY UNLESS OTHERY!ISE APPROVED BY LANDSCAPE ARCHITECT. DO NOT BEND OR BIND-TIE TREES OR SHRIJBS IN SOCH MANNER AS TO DAMAGE BARK, BREAK BRANCHES, OR DESTROY NATIRAL SHAPE. PROVIDE PROTECTIVE WVERING MIN6 DELIVERY. 15.3. DO NOT REMOVE CONTAINER-e-ROYIN STOCK FROM CONTAINERS UNTIL PLANTING TIME. 1.6. J:J5 CONDITIONS 1.6.1. UTILITIES, DETERMINE LOCATION OF UNDERGROUND UTILITIES PRIOR TO THE INITIATION Of ANY f'IORK. PERFORM ALL f'IORK IN A MANNER HHIGH f'IILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE, AS REQUIRED. MAINTAIN &RADE STAKES SET BY OTHERS UNTIL REMOVAL 15 MUnlALL Y AGREED Ll'ON BY PARTIES CONCERNED. 1.62. EXCAVATION, HHEN CONDITIONS DETRIMENTAL TO PLANT GROY!TH ARE ENCOJNTERED, SOCH AS RIJ6ELE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRl,ICTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTING. 1.1. SEQUENCING AND SCHEDULING 1.1.l. FLANTIN& TIME, PROCEED f'IITH, AND COMPLETE LANDSCAPE f'IORK AS RAFIDL Y AS PORTIONS OF SITE BECOME AVAILABLE. f'IORK SHALL BE PERFORMED MING THOSE PERIODS MN f'IEATHER AND SOIL CONDITIONS ARE 5UITABLE IN ACCORDANCE f'IITH LOCALLY ACCEPTED HORTICUL T\RAL PRACTICE. 1.12. COORDINATION Y!ITH GROUNDCOVERS, PLANT TREES AND SHRIJBS AFTER FINAL GRADES ARE ESTABLISHED AND PRIOR TO PLANTIN6 OF GROUNDCOVERS, UNLESS OTHERY!ISE APPROVED BY LANDSCAPE ARCHITECT. IF PLANTING Of TREES AND SHRIJBS OCCURS AFTER &RCtlNDCOVER PROTECT GROUNDCOVER AREAS AND PROMFTL Y REPAIR DAMAGE TO GROUNDCOVERS RE5ULTING FROM PLANTING OPERATIONS. 1.B. SPECIAL PROJ:CT f'IARRANTY 1.B.l. f'IARRANTY LAYINS AND GROUNDCOVERS THROJGH SPECIFIED MAINTENANCE PERIOD, AND UNTIL FINAL ACCEPTANCE. 1.B2. f'IARRANTY 5HRIJ6S FOR A PERIOD Of qo DAYS AFTER DATE Of FINAL ACCEPTANCE. 1.B.3. AARRANTY TREES, FOR A PERIOD Of ONE YEAR AFTER DATE OF SOOSTANTIAL COMPLETION, A&AINST DEFECTS INCLUDING DEATH, FOOR &ROYITH OR FORM. 1.B.4. REMOVE AND REPLACE TREES, SHRIJBS, OR OTHER PLANTS FOUND TO BE DEAD OR IN llNHEAL THY CONDITION MIN6 f'IARRANTY PERIOD. MAKE REPLACEMENTS f'IITHIN 14 CALENDAR DAYS OF NOTIFICATION. REPLACE TREES AND SHRIJBS HHICH ARE IN DOIJBTFVL CONDITION AT END Of MRRANTY PERIOD; UNLESS, IN OPINION Of LANDSCAPE ARCHITECT, IT IS ADVISABLE TO EXTEND f'IARRANTY PERIOD FOR A FULL GROY!IN6 SEASON. I.B.5. ANOTHER f'IARRANTY SITE OBSERVATION VISIT HILL BE CONJ:;l,GTED AT END Of EXTENDED MRRANTY PERIOD, If ANY, TO DETERMINE ACCEPTANCE OR REJ:GTION. REQUIRED REPLACEMENTS SHALL BE FURNISHED, AND PLANTED AS ORIGINALLY SPECIFIED. PAAT :2 -PIW!lUC,TS 2.1. SOIL AMENDMENTS 2.1.1. ORGANIC SOIL AMENDMENT SHALL BE A BLENDED COMMERCIALLY PROCESSED SOIL WNDITIONER WNSISTING OF AN ORGANIC-BASED CONDITIONER, PREPARED BY MIXING A LIGHT, FRIABLE, SILICECVS MATERIAL f'IITH NITROGEN-FORTIFIED, FINELY GRCtlND BARK, YIOOD GHIFS AND/OR SAY! DIJST. THE MATERIAL SHALL CONTAIN A LONG-LASTING FORM OF IRON AND SHALL BE f'IILBJR-ELLIS "ORGANO-LIFE' SOIL AMENDMENT OR APPROVED EQUAL. 2.12. BARK MULCH, 1-1.!LCH SHALL BE EARTHY!ISE ECO-t-lJLCH, AS MANIJfAGT\.l<ED BY AJ. ECOLOGY INDUSTRIES INC.I (61q) 744-o<t42. SOOMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO EVLK DELIVERY TO 5 TE. 2.1.3. COMMERCIAL FERTILIZER. WMPLETE FERTILIZER OF NEUTRAL CHARACTER, FER THE SOIL TEST RECOMMENDATIONS. 2.1.4. PLANT TABLETS, 2.1.4.1. GRO\JNDCOVER. AGRlfORM %RAM (20-10-5) BLUE GHIF TABLETS. 2.1.4.1. SHRIJBS AND TREES, AGRIFORM 2I-e-RAM (20-10-5) BLUE CHIP TABLETS. 2.1.5. IRON 5ULFATE, IRON SHALL BE EXPRESSED AS METALLIC-DERIVED FROM 5ULFATE-DEEP GREEN (FES04H20) A MINIMJM ANALYSIS Of 200 % AND qB.3% RETAINED ON A 10 MESH SCREEN. 2.1.b. &YF5UM, AGRICUL T\RAL GRADE &YF5UM SHALL BE A (CAS04H20) CALCIUM 5ULFATE q4_3 SHALL FASS A 50 MESH SCREEN. 22 PLANTING BACKFILL MIX 22.1. PLANTIN6 BACKFILL SHALL BE A TI-IOROUGHLY BLENDED MIXNRE OF EXCAVATED SOIL FROM THE PITS AND SOIL AMENDMENTS AT THE RATE RECOMMENDED IN THE SOIL TEST RE5ULT5. 2.3. PLANT MATERIAL 2.3.1. QI.IALITY, PROVIDE TREES, SHRIJBS, AND OTHER PLANTS Of SIZE, &ENIJS, SPECIES, AND VARIETY SHOYIN AND SCHEDULED FOR LANDSCAPE f'IORK AND COMPLYING f'IITH REWMMENDATIONS AND REQUIREMENTS OF ANSI ZW.I 'AMERICAN STANDARD FOR t-l,RSERY STOCK.' 2.32. CONTAINER STOCK (I GAL, 5 GAL., 15 GAL., BOXES) SHALL HAVE BEEN GROYIN IN CONTAINER FOR AT LEAST SIX MONTHS, BUT NOT OVER m:J YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, HHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT Ll'ON SPECIAL APPROVAL. NO TREES f'IITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. 2.3.3. TREES, PROVIDE TREES Of HEIGHT AND f'IIDTH SCHEDULED OR SHOYIN AND f'IITH BRANGHIN& WNFIGI.JRATION RECOMMENDED BY ANSI Z60.I FOR TYPE AND SPECIES REQUIRED,. UNLESS OTHERYIISE SPECIFIED QUANTITIES SHALL BE FURNISHED AS NEEDED TO WMPLETE f'IORK SHOYIN ON DAA,'\INGS. PROVIDE SINGLE STEM TREES EXCEPT MRE SPECIAL FORMS ARE SHOYIN OR LISTED. 2.3.4. SHRIJBS, PROVIDE SHRIJ65 Of THE HEIGHT AND f'IIDTH SHOYIN OR LISTED REQUIRED BY ANSI Z60.I FOR TYPE AND HEIGHT Of SHRIJ6 REQUIRED. 2.4. &ROUNDWVER MATERIALS 2.4.1. SEED, PROVIDE FRESH, CLEAN, Nffi-GROF SEED COMPL YIN6 f'IITH TOLERANCE FOR ARITY AND GERMINATION ESTABLISHED BY OFFICIAL SEED ANALYSTS OF NORTH AMERICA. PROVIDE SEED MIXTURE COMPOSED Of SEED SPECIES, FROFORTIONS AND MINIMJM PERCENTAGES OF f\RITY, GERMINATION, AND MAXlel.M PERCENTAGE Of f'IEED SEED, AS SPECIFIED IN THE "SCHEDULE Of SEED MIXnJRES' INDICATED ON PLANS. 2.42. PROVIDE &ROUND WVER PLANTS ESTABLISHED AND f'IELL ROOTED IN FLAT REMOVABLE CONTAINERS AND f'IITH NOT LESS THAN MINlel.M NJMBER AND LENGTH Of RUNNERS REQUIRED BY ANSI Z60.l FOR THE POT SIZE SHOYIN OR LISTED. 2.5. HYDROSEED COMPONENTS AND ADDITIVES 2.5.1. MATERIALS, ALL MATERIALS SHALL BE STANDARD, APPROVED, FIRST GRADE QUALITY AND IN PRIME CONDITION HHEN INSTALLED. ALL COMMERCIAL PROCESS OR PAGKA61N6 MATERIAL SHALL BE DELIVERED TO THE SITE IN THE ORl&INAL UNOPENED CONTAINERS BEARING THE MAflfAGT\.l<ERS GUARANTEED ANALYSIS. 252. BINDER -AZ-TAG OR EQUAL. 2.5.3. CELLULOSE FIBER t-lJLCH -f'IEYERHAE\JSER "SILVA-FIBER' OR EQUAL. 2h. MISCELLANECVS LANDSCAPE MATERIALS 2.b.l. STAKING MATERIAL, STAKES SHALL BE Of LODGEPOLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT GLEAN AND BARE Of BRANCHES AND SOOS, Of UNIFORM THICKNESS f'IITH A MINIMJM DIAMETER Of 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (lo) FEET IN LENGTH. 2.62. TREE TIES, TREE TIES SHALL BE V.I.T. CINCH-TIE OR APPROVED EQUAL. 2.b.3. 61.JY f'IIRES, 12 GAUGE GALVANIZED f'IIRE. 2.b.4. 61.JY f'IIRE HOSE, 3/8' OR 5/16' X .062" f'IT FOL YETHYLENE OOING BY f'lARD MFG., (714) 631-5055. 2.b.5. ROOT BARRIERS, COPOLYMER FOL YFROFYLENE, INJ:GTION MOLDED, .000 THICKNESS ROOT BARRIER AS MANUFACTURED BY DEEP ROOT WRFORATION, (BOO) 458-1668. USE MODEL lJB 24-2 ADJACENT TO CURBS AND FAVIN6 SURFACES. USE MODEL lJB 36-2 ADJACENT TO RETAINING f'IALLS AND EVILDING FOOTINGS. PAAT 6 -EXl:Gl/l10N 3.1. PREPARATION -GENERAL 3.1.1. ALL ROCK AND OT11ER GROl'ffil OR DEBRIS ACCUMULATED MING THE VJRATION OF 1l1E FRO..ECT SHALL BE REMOVED FROM THE SITE. 3.12 GRADING AND SOIL PREF ARA TION f'IORK SHALL BE PERFORMED ONLY MING THE PERIOD HHEN BENEFICIAL AND OFTIMJM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT Of THE SOIL SHOIJLD REAGH SOCHA LEVEL THAT f'IORKING IT f'IQULD DESTROY SOIL STI<l!CTURE, SPREADING AND GRADIN6 OPERATIONS SHALL BE 5USPENDED UNTIL THE MOIST\IRE CONTENT 15 INCREASED OR REDOCED TO ACCEPTABLE LEVELS AND THE DESIRED RE5ULT5 ARE LIKELY TO BE OBTAINED. 3.1.3. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING f'IITH ANY f'IORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY BETl'ffN THE DRAY!IN65 AND/OR SFEClflGATIONS AND ACTUAL CONDITIONS. 3.1.4. QUANTITIES FOR PLANT MATERIALS ARE SHOYIN FOR CONVENIENCE ONLY, AND NOT GUARANTEED. CHECK AND VERIFY COIJNT AND 5UFFL Y 5UFFIGIENT NUMBER TO FULFILL INTENT Of DRAYIINGS. CERTIFY ANY CLARIFICATIONS f'IITH THE LANDSCAPE ARCHITECT. ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY MING ALL PHASES OF THE SOIL AMENDING, PLANTING AND GRADING OPERATIONS. 3.1.5. CONTRACTOR SHALL 5UFFLY SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIFS, AND INVOICES FOR SOIL PREPARATION MATERIALS, AND SHALL INVOICE SOCH MATERIAL, COMPARING THE TOTAL QUANTITIES Of EACH MATERIAL FURNISHED AGAINST THE TOTAL AREA TO EACH OPERATION. IF THE MINIMUM SOIL PREPARATION RATES Of APFLICATION HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT HILL REQUIRE AT NO COST TO Of'INER, THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMJM APPLICATION REQUIREMENTS SPECIFIED. 32. FINISH GRADING 32.1. FINISH GRADIN6, FINISH GRADES SHALL BE AS INDICATED ON THE CIVIL EN61NEERS DRAY!INGS AND LANDSCAPE DRAYIIN65. 322. FINISH &RADES SHALL BE MEA5URED AS THE FINAL f'IATER COMPACTED AND SETTLED SURFACE &RADES; AND SHALL BE f'IITHIN FLUS OR MINJS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE DRAY!ING. 32.3. MOLDIN6 AND RCtlNDING Of THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE MRE REQUIRED BY THE LANDSCAPE ARCHITECT. 32.4. ALL UNDULATIONS AND IRRE61.JLARITIE5 IN THE FLANTIN& SURFACES RE5ULTING FROM TILLA&E, ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. 3.2.5. THE CONTRACTOR SHALL TAK!: EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES MIN6 HIS &RADING AND CONDITIONIN6 OPERATIONS. 32.b. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINA&E OF THE SITE f'IITH ALL 5URFACE DRAINA&E Af'IAY FROM EVILDINGS, f'IALLS, AND TOf'lARD ROADf'lAYS, DRAINS AND CATCH BASINS. 32.1. FINISH GRADE SHALL MATCH THOSE Of THE CIVIL EN&INEERS DRAYIIN&S. FINAL &RADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS f'IILL BE ALLOYIED TO BE&IN. 3.3. PREPARATION FOR PLANTING AREAS 3.3.1. SOIL WNDITIONING, FERTILIZING l ROTOTILLING, AFTER THE PLANTING AREAS HAVE BEEN GRADED, APPLY SOIL AMENDMENTS AND INITIAL FERTILIZERS AS SPECIFIED IN ALL LAf'IN AND &ROUND WVER AREAS HITH A SLOPE OF 3,1 OR FLAillR. ALL LAYIN AREAS SHALL BE CROSS-RIFFED IN m:J DIRECTIONS TO A DEPTH Of B INCHES MINIMUM BELOYI FINISH GRADE. MIN& THIS OPERATION, ALL STONES OVER I INCH IN GREATEST DIMENSION SHALL BE REMOVED. REMOVE HIGH AREAS AND FILL IN DEPRESSIONS. TILL TO A DEPTH Of NOT LESS THAN 6 INCHES BY ROTOTILLING A HINIMJM Of ffl'.J (2) AL TERNATIN6 PASSES. TILL SOIL TO A HOMOGENECVS MIXT\.l<E OF FINE TEXT\.l<E, FREE Of Ll/MPS, CLODS, STONES, ROOTS AND OTHER EXTRANECVS MAmR. &RADE SHALL BE RETURNED TO THE WNDITION OF THE APPROVED GRADING PLANS. 3.3.1.1. PRIOR TO PREPARATION OF UNGRADED AREAS DESIGNED TO BE LANDSCAPED, REMOVE EXISTIN6 VEGETATION AND f'IEEDS. PROPERLY DISPOSE OF SOCH MATERIAL OUTSIDE OF OMR'S PROPERTY. 3.3.1.1.1. SOIL AMENDMENTS SHALL BE APPLIED AT THE RATES RECOMMENDED BY THE SOIL TESTING LAB. THE FOLLOYIING SCHEDULE IS FOR BIDDING f\Rf'OSES ONLY. ADJJSTMENTS MAY BE NECESSARY. 3.3.1.1.1.1. ORGANIC AMENDMENT 6 CU. YD. PER lpoo SQ. FT. 3.3.1.1.12. IRON 5ULFATE, 20 LBS FER [poo SQ. FT. 3.3.1.1.1.3. GYF5Ut+ 120 LBS FER IPQO SQ. FT. 3.3.1.1.1.4. PRE-PLANT FERTILIZER, 30 LBS FER IPQO SQ. FT. 3.32 ALL SLOPE AREAS 2d OR STEEPER SHALL RECEIVE GYF5UM AT A RATE Of 120 LBS. PER IPQO SQ. FT. 3.4. EXCAVATION FOR TREES AND SHRIJl35 3.4.1. CONTAINER GROYIN STOCK IN CANS SHALL BE REMOVED YIITHOUT DISTURBIN6 THE ROOT BALL. STOCK GROYIN IN BOXES SHALL HAVE BOTTOMS REMOVED. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREAS OR FROM THE SITE. EACH TREE AND 5HRIJ6 SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB, REMOVE SIDES OF BOXES AND HOLD Rl&IDL Y IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED AROUND EACH ROOT BALL. 3.4.1.1. FOR CONTAINER GROYIN STOCK, EXCAVATE AS SPECIFIED FOR SIZE OF CONTAINER f'IIDTH AND DEPTH. 3.4.12. DISPOSE Of EXCESS 5UBSOIL REMOVED FROM PLANTING EXCAVATIONS. 3.4.1.3. FILL EXCAVATIONS FOR TREES AND SHRIJBS f'IITH f'IATER AND ALLOY! AATER TO PERWLATE OUT PRIOR TO PLANTIN6. 35. FLANTIN6 TREES AND SHRIJBS 3.5.1. ALL PLANTS SHALL BE SET AT SOCHA LEVEL THAT AFTER SEffilNG, THEY BEAR ONE INCH ABOVE THE 5URROJNDING FINISH GRADE AS THEY BORE TO THE SOIL LINE GRADE IN THE CONTAINER. 352. FLANTINo TABLETS SHALL BE PLACED IN EACH TREE AND SHRIJ6 PLANTING HOLE AT THE fOLLOYIING RATE, 352.1. 1-21 GRAM TABLET PER I GALLON CONTAINER. 3.522. 3-21 GRAM TABLETS FER 5 GALLON CONTAINER. 3.52.3. 4-21 GRAM TABLETS FER 15 GALLON CONTAINER. 352.4. 1-21 &RAM TABLET PER EACH 4 INCH Of BOX SIZE. 3.5.3. NO PLANT f'IILL BE ACCEPTED IF THE ROOTBALL 15 BROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS Of INSTALLATION. 35.4. f'IATER BASIN SHALL BE FORMED AROUND EACH TREE AND 5HRIJ6 PER DETAIL ALL PLANTS SHALL BE THORCilGHLY MTERED IMMEDIATELY AFTER PLANTING. 355. MN DIRECTED BY THE LANDSCAPE ARCHITECT, CONTRACTOR SHALL PRUNE, THIN OUT, AND SHAFE TREES AND SHRIJ65 IN AGWRDANCE f'IITH STANDARD HORTICULT\RAL PRACTICE. PRUNE TREES TO RETAIN REQUIRED HEIGHT AND SPREAD. UNLESS OTHERYIISE DIRECTED BY LANDSCAPE ARCHITECT, DO NOT CUT TREE LEADERS, AND REMOVE ONLY INJA<fD OR DEAD BRANCHES FROM FLOYIERIN& TREES, If ANY. PRUNE TREES AND SHRIJ65 TO RETAIN NAT\RAL CHARACTER. 35.b. REMOVE AND REPLACE EXCESSIVELY PRUNED OR MISfORMED STOCK RESULTING FROM IMPROPER PRUNING. 35.1. STAKE TREES IMMEDIATELY AFTER PLANTING, AS INDICATED. ALL TREES, 15 GALLON AND SMALLER SHALL BE 5IN6LE STAKED, 24' BOX AND LARGER SHALL BE DOUBLE STAKED AS INDICATED ON DAA,'\INGS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL GARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMA&E THE TREE ROOTS OR ROOTBALL. TREE TIES SHALL BE FASTENED FER DETAIL. 3.b. HYDROSEEDING 3.b.l. INSPECTION OF CONDITIONS, BEFORE PROCEEDING f'IITH ANY f'IORK, THE HYDROSEEDING LANDSCAPE CONTRACTOR SHALL GAREFULL Y GHEGK PLANTING AREA CONDITIONS AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETl'ffN THE DAA,'\[N&S AND ACTUAL CONDITIONS. NO f'IORK SHALL BE DONE ON ANY AREA f'IHERE THERE ARE SOCH DISCREPANCIES OR MRE WNDITIONS ARE UN5UITABLE FOR 5UCCESSFIJL PLANT MATERIAL ESTABLISHMENT UNTIL APPROVAL HAS BEEN GIVEN BY THE LANDSCAPE ARCHITECT. 3.62. QUALITY Of f'IORK, THE HYDROSEEDING f'IORK SHALL BE PERFORMED BY A GOMFETENTL Y TRAINED INDIVIDUAL OR HYDROSEEDING COMPANY IN ACWRDANCE f'IITH THE BEST STANDARDS AND PRACTICES RELATED TO THE TRADE. 3.6.3. SOIL PREPARATION, MTER ALL PLANTING AREAS THOROJGHL Y AND CONTIHJOV5L Y FOR THREE (3) CONSECUTIVE DAYS TO SA"Tlfi<ATE Ll"FER LAYERS Of SOIL PRIOR TO HYDROSEEDING OPERATION. ALLOY! PLANTING AREA SOIL 5URFACE TO DRY OUT FOR ONE DAY ONLY PRIOR TO THE HYDROSEEDIN6 APPLICATION. CARE MlJST BE TAKEN TO NOT ALLOY! THE SOIL 5URFAGE TO BE 5UFER SA"Tlfi<ATED f'IITI-1 f'IATER PRIOR TO THE HYDROSEEDING INSTALLATION AT THE SAME TIME THE SOIL 5URFAGE SHOIJLD NOT BE BONE DRY. THERE SHOIJLD BE SOME RESIDUAL MOIST\.l<E f'IITHIN THE FIRST 1/4 INCH OF SOIL 5URFACE. 3.6.4. BEGIN THE HYDROSEEDING OPERATION ON ALL AREAS AS SPECIFIED HEREIN. 3.b.4.1. HYDROI-I.ILCHIN& APPLICATION AND PLANTING SGHED\JLE, THE HYDROHJLGHING SHALL BE APPLIED IN THE FORM Of A FLURRY CONSISTING OF ORGANIC SOIL AMENDMENTS, COMMERCIAL FERTILIZER, AND OTHER CHEMICALS CALLED FOR. HHEN HYDRAJJLICALL Y SPRAYED ONTO THE SOIL, THE MULCH SHALL NOT FORM A aomR LIKE MATERIAL. THE SPRAY OPERATION HJ5T BE so DIRECTED THAT THE SLURRY SPRAY f'IILL ALSO PENETRATE THE SOIL 5URFACE AS TO DRILL AND MIX THE SLURRY COMPONENTS INTO THE SOIL, THIJS EN5URIN6 MAXIMUM IMFRE&NATION AND COVERAGE 3.b.42. PREPARATION OF HYDROSEEDING MIXT\.l<E, THE SLURRY SHALL BE PREPARED AT THE SITE AND ITS WMPONENTS SHALL BE MIXED TO 5UFFLY THE RATES OF APPLICATION AS FER SPECIFICATIONS. 3.b.4.3. SLURRY PREPARATION SHALL BE&IN BY ADDIN& f'IATER TO THE LINK HHEN THE ENGINE 15 AT ONE-HALF THROTTLE. HHEN THE MTER LEVEL HAS REACHED THE HEIGHT Of THE A&ITATOR SHAFT AND GOOD RECIRCULATION HAS BEEN ESTABLISHED, THE FERTILIZERS SHALL BE ADDED TO THE MIX!l.,RE (THE TANK SHALL BE AT LEAST 1/3 FILLED NITH MTER AT THIS TIME). 3.b.4.4. THE EN61NE THROffiE SHALL BE OPEN TO FULL SPEED HHEN THE TANK 15 1/2 FILLED f'IITH f'lA TER. ALL ORGANIC AMENDMENTS, FIBER, AND CHEMICALS SHALL THEN BE ADDED BY THE TIME THE TANK IS 2-1/3 TO 3/4 FULL. AT THIS TIME THE SEED MIX SHALL ALSO BE ADDED. 3.b.45. SPRAYING SHALL COMMENCE IMMEDIATELY ffiEN THE TANK IS FULL AND THE SLURRY IS MIXED. 3.65. APPLICATION, THE OPERATOR SHALL SPRAY THE AREA f'IITH A UNIFORM VISIBLE WAT USING THE DARK COLOR Of THE CELLULOSE FIBER OR ORGANIC AMENDMENT AS A Vl5UAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOYINMRD DRILLING MOTION VIA A FAN STREAM NOZZLE. 3.b.b. TIME LIMIT, THE HYDROMULCHING SLURRY COMPONENTS ARE NOT TO BE LEFT IN THE HYDROMJLCH MACHINE FOR MORE THAN m:J HOURS. IF SLURRY COMPONENTS ARE LEFT FOR MORE THAN m:J HOURS IN THE MACHINE, THE WNTRACTOR SHALL ADD 50 % MORE Of THE ORIGINALLY SPECIFIED SEED MIX TO ANY SLURRY MIX HHIGH HAS NOT BEEN APPLIED NITHIN THE m:J HOURS AFTER MIXIN6. TI-IE CONTRACTOR SHALL ADD 15% MORE Of THE ORIGINAL SEED MIX TO ANY SLURRY MIX!l.,RE HHICH HAS NOT BEEN APPLIED EIGHT HOURS AFTER MIXING. ANY MIXT\.l<E NOT APPLIED AFTER EIGHT HOURS SHALL BE REJECTED AND DISPOSED OF OFF-SITE AT CONTRACTORS EXPENSE. 3.6.1. PROTECTION, SPECIAL GARE IS TO BE EXERCISED BY THE CONTRACTOR TO PREVENT ANY Of THE SLURRY FROM BEIN6 SPRAYED ONTO ANY ADJACENT PROPERTY, ETC. ANY Sl.1/RRY SPRAYED ONTO THESE AREAS SHALL BE CLEANED OFF AT THE CONTRACTORS EXPENSE. 3.6.8. HYDROMlJLCHIN6 SGHED\JLE, AS AN ADDED PRECAUTION, THE HYDROSEEDED AREA SHALL BE PRESOAKED f'IITH f'IATER BY THE IRRl&ATION SYSTEM TO A DEPTH Of THREE (3) INCHES 48 HOURS PRIOR TO THE HYDROSEEDING INSTALLATION. 3.b.q. AFFLIGATION RATES, CELLULOSE FIBER -2poo LBS/ ACRE M-BINDER -140 LBS PER AGRE SEED MIX -AS INDICATED ON DAA,'\INGS FERTILIZER, TuRF AREA -(12-12-12) -400 LBS. / AGRE OTHER AREAS -(0-%-0) -300 LBS./ ACRE (38-0-0) -50 LBS. / ACRE 3.b.I0. HYDROSEEDIN6 EQUIPMENT, THE SPECIFIED COMPONENTS SHALL BE MIXED TOGETHER IN A HYDROSEEDIN6 MACHINE DESCRIBED AS fOLLOYIS, 3.b.I0.1. THE HYDROHJLCHIN6 EQUIPMENT SHALL MEET THE MINIMJM REQUIREMENTS Of A SLURRY DISTRIBUTION LINE LARGE EN@H TO PREVENT CLOSING AND CONTIN.k:JIE NON FL!k;TUATIN& DISCHARGE OF AT LEAST 25 PSI AT THE END Of THE SPRAY NOZZLE. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 2000 GALLONS AND SHALL BE MOUNTED ON A TRAVELIN6 UNIT EITHER SELF-FROFELLED OR DRAl1N BY A SEPARATE UNIT. 352.5. 1-5 GRAM TABLET FER FLATTED OR LINER PLANT. : :: GROVE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. landscape architecture design I consulang I project management 760. 550. 9757 {www. grove -design. com} 3.b.102. THE EQUIPMENT SHALL HAVE A EVILT-IN AGITATION SYSTEM UNDER OPERATING GAFAGITY 5UFFICIENT TO AGITATE, 5USPEND AND HOMOGENECVSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS /44 LBS) Of ORGANIC MULCHIN6 AMENDMENT FLUS FERTILIZER CHEMICAL ADDITIVES AND SOLIDS FOR EACH 100 &ALLONS OF f'lA TER. 3.1. PLANTING &ROUND COVER 3.1.1. SFAGE GROUND COVER PLANTS AS INDICATED OR SCHEDULED. 3.12. DIG HOLES LARGE ENOll,H TO ALLOY! FOR 5PREADIN6 Of ROOTS AND BACKFILL f'IITH PLANTING SOIL f'IORK SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDENTATION AROJND PLANTS. MTER THOROIJGIIL Y AFTER PLANTIN6, TAKING CARE NOT TO COVER CROYINS Of PLANTS f'IITH f'IET SOILS. PROVIDE PLANT TABS FER SPECIFICATION 352. 3.1.3. PROVIDE 3 INCH THICKNESS Of BARK MULCH IN ALL NON-TuRF PLANTING AREAS LESS STEEP THAN 3d (RIPARIAN AREAS EXCLUDED) 3.B. POST FERTILIZATION 3.8.1. POST FERTILIZATION FOR ALL AREAS SHALL OCCUR AFTER PLANTING AT A RATE SPECIFIED IN THE SOIL TEST REWMMENDATIONS. 3_q_ MAINTENANCE PERIOD 3_q.1. THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE, IRRl&ATION, AND ALL OTHER INDICATED OR SPECIFIED f'IORK ON THIS PROJECT IS COMPLETE, CHECKED, ACCEPTED AND f'IRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT IS GIVEN. 3_q2_ THE WNTRACTOR SHALL CONTIHJOV5LY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT MIN& THE PROGRESS OF THE f'IORK AND MIN6 THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE Of THE YIORK. 3_q_3_ THE MAINTENANCE PERIOD SHALL WNTINIJE UNTIL FINAL ACCEPTANCE, BUT IN NO GASE, LESS THAN qo DAYS AFTER APPROVED COMPLETION Of LANDSCAPING. 3_q_4_ THE CONTRACT COMPLETION DATE Of THE CONTRACT MAINTENANCE PERIOD f'IILL BE EXTENDED, ffiEN IN THE OPINION OF THE LANDSCAPE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY WNDITION OF PLANTED MATERIAL OR UNESTABLISHED NON-COVERING LAYINS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE Of THE f'IORK AT NO GHAN6E IN CONTRACT PRICE UNTIL ALL Of THE f'IORK 15 WMPLETED AND ACCEPTED LANDSCAPE ARCHITECT. 3_q5_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION Of THE LANDSCAPE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S 3.~.b. THE CONTRACTOR MAINTAIN TREES, SHRIJBS, AND OTHER PLANTS BY PRUNING, MOYIIN6, CULTIVATING, AND f'IEEDIN6 AS REQUIRED FOR HEALTHY GROYITH; CONTRACTOR SHALL RESTORE PLANT f'IATERING BASINS, TIGHTEN AND REPAIR STAKE AND 61.JY SWFORTS, RESET TREES AND 5HRIJ65 TO PROPER &RADES OR VERTICAL POSITION AS REQUIRED, AND SPRAY AS REQUIRED TO KEEP TREES AND SHRIJ6S FREE OF INSECTS AND DISEASE. 3.10. GLEANL!' AND PROTECTION 3.10.I. D\RING LANDSCAPE f'IORK, KEEP PAVEMENTS CLEAN AND f'IORK AREA IN AN ORDERLY CONDITION. 9.102. PROTECT LANDSCAPE f'IORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES, AND TRESFASSERS. MAINTAIN PROTECTION MIN6 INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED LANDSCAPE f'IORK AS DIRECTED. 3.11. SITE OBSERVATION VISITS, 3.12.1. SITE OBSERVATION VISITS HEREIN SPECIFIED SHALL BE MADE BY THE CITY INSPECTOR AND THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL REQUEST SITE OBSERVATION IN 4B HOURS ADVANCE OF THE TIME OBSERVATION 15 REQUIRED. 3.112. SITE OBSERVATION f'IILL BE REQUIRED FOR THE FOLLOY!IN& FARTS OF THE f'IORK, 3.112.1. INWRFORATION Of SOIL WNDITIONER AND FERTILIZER INTO THE SOIL. 3.1122. I/PON WMPLETION OF FINISH oRADING PRIOR TO FLANTIN6. 3.112.3. APPROVAL OF PLANT MATERIALS. 3.112.4. HHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED l'IQRK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. 3.1125. FINAL SITE OBSERVATION VISIT AT THE WMFLETION Of THE MAINTENANCE PERIOD. TI-115 SITE OBSERVATION VISIT SHALL ESTABLISH THE BEGINNING DATE FOR THE f'IARRANTY PERIOD OF PLANT MATERIAL. 3.1I2.b. Ll'ON COMPLETION OF THE f'IARRANTY PERIOD. 3.11.3. ACCEPTANCE, Ll'ON COMPLETION OF THE FINAL SITE OBSERVATION VISIT AND THE f'IORK Of THIS SECTION, THE CONTRACTOR f'IILL BE NOTIFIED IN f'IRITING (I) MTHER THE f'IORK IS ACCEPTABLE; (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. 3.11.4. THE CONTRACTOR OR HIS AIJTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME Of EACH SITE OBSERVATION VISIT BY THE LANDSCAPE ARCHITECT. EIO Of SB:;TION 02'!00 "AS-BUILT " ·VE~~ '-, Ltj ~ () 1--I V:f?t__,.~ ~ ::C (J] ~ - EXP. DATE --< t.9 i!'i 07 REVIEWED BY: " - " INSPECTOR DATE uTI CITY OF CARLSBAD uTI 1 PLANNING DIVISION 1 LANDSCAPE IMPROVEMENT PLANS FOR: VERIZON WIRELESS CALA VERA HILLS DATE: 09-25-14 JOB NO.: 21432 ---1---+------------+---+--+---t---l I PLANNING /-Yjl \ &, ~I-&{\: __ _ SCALE: 1/411 :::: 1'-0" DATE INlflAL DATE INITIAL DATE INITIAL DRAWN BY:HM ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. MCUP 13-06 DRAWING NO. 484-4L ~ _J I ~ w > :s c) Cl) Cl) w _J w a: ~ z 0 N a: w > I _J