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DWG 409-4R; CT 01-09; LA COSTA TOWN SQUARE BUILDING 15; 01-14
LANDSCAPE PLANS PREPARED FOR: RECYCLED WATER SYSTEM -FUTURE {PRIVATE) N 0 It) SEE SHEET 2 FOR RECYCLED WATER USE MAP THE FOLLOHIN6 OOIDELINE5 FOR THE USE OF REC.YC.LED !MATER ARE TO BE FERMANENTL Y POSTED INSIDE THE DOOR OF EAGH CONTROLLER HHERE THEY ARE EA5IL Y Vl516LE. FLAGE ON e>-1/2" x II" 5IZED 516N. COLOR, PURPLE 6Ac.KeROUND HITH 6LAC.K LETTERIN5. I. OOIDELINE5 FOR REC.YC.LED !MATER USE, I. IRRl5ATE EIETV'IEEN THE HOUR.5 OF 10,00 FM AND b,00 AM ONLY. IMATERIN5 OUT5IDE OF THIS TIME FRAME MU5T BE DONE MANUALLY HITH GUALIFIED 5UFERVl50RY PERSONNEL ON SITE. NO 5Y5TEM 5HALL AT ANY TIME BE LEFT UNATTENDED DURIN5 USE OUT51DE OF THE NORMAL SCHEDULE. 2. IRRl5ATE IN A MANNER THAT HILL MINIMIZE RUN OFF, FOOLIN5 AND FONDING,. THE APPLIC.ATION RATE 5HALL NOT EXCEED THE INFILTRATION RATE OF THE 501L. TIMER.5 MU5T BE ADJUSTED 50 AS TO BE COMPATIBLE HITH THE LOV'IE5T SOIL INFILTRATION RATE FRE5ENT. THl5 FROC,EDURE MAY 6E FAGILITATED 6Y THE EFFICIENT 5CHEDULIN5 OF THE AUTOMATIC C.ONTROL CLOCK5, 1.B. EMFLOYIN5 THE REPEAT FUNCTION TO BREAK UF THE TOTAL IRRl6ATION TIME INTO CYC.LE5 THAT HILL PROMOTE MAXIMUM SOIL AB50R.6TION. B. ADJU5T HEAD5 TO ELIMINATE OVER-5FRAY ONTO AREA5 NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, FOOL DECKS, PRIVATE FATl05 AND LOT5, AND 5TREET5 AND 5IDEIMALK5. 4. MONITOR AND MAINTAIN THE 5Y5TEM TO MINIMIZE EQUIFMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. 5HOULD BE REPAIRED A5 500N AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE FER50NNEL ON A CONTINUOUS BA515 ON THE FRE5ENC.E OF RECYCLED !MATER. FER50NNEL MUST 6E INFORMED THAT REC.YCLED !MATER 15 MEANT FOR IRRl5ATION FURF05E5 ONLY, AND 15 NOT APPROVED FOR DRINKIN5 FURFOSE5, HAND, TOOL IMASHIN5 ETC. 5IVEN THE Hl5H TURNOVER RATE OF EMPLOYEE5 IN THE LANDSCAPE INDU5TRY IT 15 IMPORTANT THAT THIS INFORMATION 6E Dl55EMINATED ON AN ALM05T DAILY BA5I5. IT 15 YOU, THE LANDSCAPE CONTRACTOR, V'IHO 15 RE5FON516LE FOR EDUCATIN5 EAC.H AND EVERY ONE OF YOUR EMPLOYEE5. b. 06TAIN PRIOR APPROVAL OF ALL PROPOSED CHAN5E5 AND MODIFICATION5 TO ANY PRIVATE, ON-51TE FACILITIE5. 5UCH CHAN5E5 MU5T 6E 5U6MITTED TO, AND APPROVED 6Y, THE Dl5TRICT EN61NEERIN6 OFFICE AND DE515NED IN Ac.GORDANCE HITH DISTRICT 5TANDARD5. 1. ALL RECYCLED !MATER SPRINKLER C.ONTROL VALVES SHALL 6E TA55ED HITH IDENTIFIC.ATION LA COSTA TOWN SQUARE· BUILDING 15 3445 VIA MONTEBELLO CARLSBAD, CALIFORNIA I. ALL il'!ORK SHALL BE DONE IN ACGORDANGE Y'IITH THE OLIYENHAIN MUNICIPAL Y'IATER DISTRICT'S RULES 4 REGULATIONS. 2.DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECYCLED Y'IATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED Y'IATER ENGROAGHMENT ON PUBLIC FAGILITIES SUCH AS PICNIC, TABLES, BBQ'S PLAYGROUNDS, SAND TOT LOTS, ETC. 5. BEST MANA6EMENT FRAGTICE5 SHALL BE USED TO ELIMINATE OR CONTROL TO THE 6E5T EXTENT POSSIBLE FONDIN5, RUN-OFF, OVER5FRAY, AND Ml5TIN6. 4.HOSE 6165 ARE 5TRIGTLY PROHIBITED. 5. ON SITE GR055-CONNEGTION5 EIETV'IEEN REGYGLED HATER LINES AND POTABLE HATER LINES ARE STRIGTL Y PROHIBITED. b. NO 5U65TITUTION OF FIFIN5 MATERIALS Y'IILL 6E ALLOY'IED Y'IITHOUT PRIOR APPROVAL 6Y THE OLIVENHAIN MUNIGIFAL HATER DISTRICT. SHEET INDEX: LANDSCAPE TITLE SHEET ---:i!=!;:r,., ,.-.--,<,;.' :a'I.J.fllf'---..c .. ·· ·· iii': II': ·· ~ North " ~·---,,:_~·-,. I co < 0 N TA55. 1. ALL ON51TE FIFE5 SHALL HAVE HARNIN5 TAPE FER OLIVENHAIN MUNICIPAL HATER DISTRICT'S RULES AND RE6ULATION5. RECYCLED WATER USE MAP ------------2 IRRIGATIONPLAN,LEGENDANDSCHEDULE --------· 3 IRRIGATION NOTES AND DETAILS -----------· 4 IRRIGATION DETAILS --------------5 IRRIGATION DETAILS --------------6 IRRIGATION DETAILS --------------7 IRRIGATION DETAILS --------------8 PLANTING PLAN ---------------9 PLANTINGNOTESANDDETAILS -----------10 PLANTING DETAILS ---------------11 IRRIGATION SPECIFICATIONS ------------12 PLANTING SPECIFICATIONS ------------13 PLANTING SPECIFICATIONS ------------14 KEY MAP NOTTO SCALE A. TA55 SHALL 6E B"x4" HEATHER.PROOF FLA5TIC, PURPLE IN COLOR, HITH THE HORD5 "IMARNIN5 -RECYCLED HATER -DO NOT DRINK" ON ONE SIDE AND "AVl50 - A5UA IMFURA-NO TOMAR" ON THE OTHER 51DE. IMFRINTIN5 SHALL 6E PERMANENT AND 6LACK IN COLOR. USE TA55 AS MANUFACTURED 6Y T. CHRISTY ENTERPR15E5 OR APPROVED EQUAL. 6, ONE TA5 SHALL 6E ATTACHED TO EACH VALVE A5 FOLLOY'IS, I. ATTACH TO VALVE STEM DIRECTLY, OR HITH TIE HR.AF. OR ... 2. ATTAGH TO 50LENOID HIRE DIRECTLY OR HITH PLASTIC TIE HR.AF. OR ... 5. ATTAGH TO VALVE COVER Y'IITH EXl5TIN5 VALVE COVER 60LT. e>. ALL 5FRINKLER HEADS SHALL 6E IDENTIFIED A5 RECYCLED HATER 5FRINKLER HEADS. II. EACH AUTOMATIC CONTROLLER AND IT5 A550CIATED EQUIPMENT 5HALL 6E IDENTIFIED HITH A 515N BEARIN5 THE HORD5 "RECYCLED HATER U5E FOR IRRl5ATION' IN EN5LISH AND 5FANISH HITH 6LACK LETTER.5 I Inch Hl6H ON A PURPLE BACKeROUND. THE 515N SHALL 6E PLACED 50 THAT IT CAN 6E READILY SEEN 6Y ANY OPERATIONS FER50NNEL USING, THE EQUIPMENT. INSPEG TION PRQC.EDIJRES, IN5FECTION OF THE PROJECT SHALL 6E FER.FORMED 6Y THE LANDSCAPE ARCHITECT OF THE HORK, OR HIS DE516NATED A5ENT. REFER TO THE SCHEDULE OF REGUIRED INSPECTIONS AND REGUIRED 5UBMITTAL5. FOLLOY'IIN5 COMPLETION OF THE HORK, THE LAND5CAFE ARCHITECT OF THE Y'IORK Y'IILL CERTIFY THAT THE INSTALLATION HAS EIEEN COMPLETED 6Y 5UBMITTIN5 THE "FINAL LANDSCAPE CERTIFICATION FROM" A REQUE5T FOR FINAL LANDSCAPE INSPECTION BY THE CITY MUST 6E MADE 6Y CALLING, THE IN5FECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO, 1b0-"144-e>"l45 *8. THE IRRl5ATION SYSTEMS SHALL BE RUN BETY'IEEN THE HOUR5 OF 10,00 FM AND b,00 AM THE FOLLOY'IIN5 MORNING,. 5FOT IRRl6ATION GOULD BE DONE AT A DIFFERENT TIME Y'IITH QUALIFIED 5UFERVl510N FER50NNEL ON SITE. "I. PROVIDE A MINIMUM OF AT LEA5T 18 INC.HES OF GOVER OVER ALL Y'IIRIN5 AND FIFIN5. AND RE6ULATIONS. 10. NON-DE515NATED U5E AREAS SHALL BE PROTEC.TED FROM CONTACT HITH REGYGLED HATER, Y'IHETHER BY HINDBLOHN SPRAY OR BY DIRECT APPLIGATION THROU5H IRRl5ATION OR OTHER USE. LACK OF PROTEGTION, HHETHER BY DE515N, CONSTRUCTION FRAGTIGE, OR 5Y5TEM OPERATION 15 STRICTLY PROHIBITED. II. IRRl5ATION HEAD5 5HALL BE RELOGATED OR ADJUSTED TO FR.EVENT OVER5FRAYIN5 51DEHALK5, 5TREET5 AND NON-DE5I5NATED U5E AREAS. 12. REGYGLED HATER QUIGK GOUFLIN5 VALVES SHALL BE OF A TYPE DE515NED FOR THE U5E ON RECYGLED HATER DISTRl6UTION SY5TEMS (5FIKE5 NOT INTERCHAN5EA6LE HITH FOTA6LE HATER QUICK COUPLER SPIKES) FER OLIVENHAIN MUNICIPAL HATER Dl5TRIGT'5 RULE5 AND RE6ULATIONS. IB. METER.5 SHALL BE 51ZED BY THE OLIVENHAIN MUNIGIFAL HATER Dl5TRIGT. 14. ALL IRRl6ATION FIFES SHALL 6E 5TENCILED Y'IITH THE HARNINe "NON-POTABLE" OR "RECYGLED HATER", GOLOR-GODED (PURPLE) AND LAID HITH HARNIN5 TAPE AND 5TENGILIN6 ORIENTED TOHARD THE TOP OF THE TR.ENGH FER OLIVENHAIN MUNICIPAL HATER Dl5TRICT'5 RULES AND RE6ULATION5. NOTE: Sheets 9-11, 13-14 are omitted from OMWD and DEH approval. CITY OF CARLSBAD NOTES: Installation of irrigation as shown on the approved plans shall commence within 1 O days of the time when each slope is brought to grade as shown on the approved grading plans. PACIFIC ·ocEAN OCEANSIDE --~ CITY OF VISTA ft. L..,.., ~lt,,0 L..7 VICINITY MAP NO SCALE SITE PREPARED FOR: TERRAMAR RETAIL CENTERS Contact: Juan Arriaga 5973 Avenida Encinas, Suite 300 Carlsbad, Ca 92008 Phone: (760) 804-8600 PREPARED BY: '~,--·>'] TESHIMA DESIGN GROUP Contact: Mark Stempniak 0::: ..J I ■ :c ■ w LANDSCAPE INSFEGTION REGUE5T PHONE LINE, 1b0-b02-4b02 15. ALL FOTA6LE HATER AND RECYGLED HATER FIFING, SHALL BE INSTALLED HITH THE 5TENCILIN6 ORIENTED TOHARD THE TOP OF THE TRENCH. CITY OF CARLSBAD NOTES: .i"'~-----18'--------."i<-1 N,T,S. 1 9903 Businesspark Avenue, Suite 100 San Diego, CA 92131 ■ I. Dl5TRIGT GON5TRUGTION IN5FEC.TION SHALL INCLUDE, A. REGUIRED SEPARATION BETV'IEEN POTABLE AND RECYCLED HATER LINE5 (HORIZONTALLY AND VERTICALLY). 6. FIFE IDENTIFIGATION C. SLEEVING, AT GR0551Ne5. D. APPROPRIATE MATERIALS AND MARKIN55, INCLUDING, FR.OFER QUIGK COUPLERS. 2. Dl5TRIGT FINAL IN5FEGTION SHALL INGLUDE, A. 515NA5E INSTALLED FER FLAN. 6. CONTROLLER 5TICKER5. G. TAeelN5 OF VALVES. D. GOVERA5E TE5T AFTER COMPLETION OF THE 5FRINKLER 5Y5TEM TO EN5URE PROTEGTION OF AREA NOT APPROVED FOR REGYGLED HATER U5E. E. ALL ASPECTS OF THE IRRl6ATION CONDITION5 INCLUDING, HIND6LOY'IN 5FRAY, RUNOFF, AND FONDING,, F. REQUIRED PROTEGTION OF ALL RESIDENTIAL AREAS. 5. REQUIRED PROTECTION OF Y'IELL5, STREAMS, RE5ERVOIR5, ETC.. lb. HHEN A FOTA6LE HATER LINE AND REGYGLED HATER LINE GROSS, THE REGYGLED HATER LINE SHALL BE INSTALLED Y'IITHIN A PROTEGTIVE SLEEVE. l'HE SLEEVE SHALL EXTEND 10 FEET FROM EAGH SIDE, FROM THE CENTER LINE OF POTABLE HATER LINE, FOR A TOTAL OF 20 FEET. 11. A 10 FOOT HORIZONTAL SEPARATION EIETY'IEEN POTABLE HATER AND REGYGLED HATER MAINS MU5T BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED A60VE THE RECYCLED HATER LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION EIETY'IEEN UTILITIE5 MUST 6E MAINTAINED AT ALL TIMES. *l"I. THE REQUIRED C.R055-GONNEGTION 5HUTDOHN TEST SHALL 6E DONE 6Y THE OLIVENHAIN MUNIGIFAL HATER Dl5TRIGT AND THE SAN DIEeo GOUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 20.GUICK GOUFLIN6VALVE5 USED IN REGYCLED HATER 5YSTEM5 SHALL CONFORM TO THE FOLLOY'IIN5, SHALL HAVE Ac.ME THREADS (5FIKE5 NOT INTERCHANeEA6LE Y'IITH POTABLE HATER QUIGK GOUFLER SPIKES) AND PURPLE-COLORED LQGKIN6 C.OVER5 FERMANENTL Y ATTAGHED TO THE VALVE. QUIGK COUPLING, VALVES 5HALL BE NEL50N jljt,45, Prior to the start of grading, the applicant or applicant's agent shall obtain city approval of a construction schedule and/or exhibit outlining the timing of the slope planting and irrigation. The schedule shall show timing of construction of free-standing, retaining and crib walls immediately after rough grading as each location is achieved. Irrigation and planting shall take place as grading progresses. Planting and irrigation for the slope areas shall be completely installed, as shown on the approved plans, within 30 days after the irrigation installation first commences. . "' we-: -. z IN ORDER TO CONSERVE WATER ... RECYCLED WATER IN USE DO NOT DRINK NO TOME ELAGUA WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAA SIZE, 18" X 18" Phone: (858) 693-8824 C RECYCLED WATER SIGN ~-BLACK L060 PURPLE BACKeROUND I" BLACK LETTERS ---36'--+------------JF-N.T.S. WARNING ECYCLED WATER DO NOT DRINK H. CR055-CONNEGTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHART5 INSIDE EAGH CONTROLLER. HUNTER #HVIOOA-RL-NF, OR APPROVED EQUAL. 21. THE REQUIRED CR055-GONNEGTION INSPECTION 5HALL BE DONE BY EITHER THE OLIVENHAIN MUNICIPAL Y'IATER Dl5TRIGT AND/OR GOUNTY OF SAN DIEeo, DEFT. OF PUBLIC, HEALTH. GOFIE5 OF THE INSFEGTION REFORT5 HILL BE FORHARDED TO THE NON-INSFEGTIN6 PARTY. .060 ABS PLASTIC, STICK-ON VINYL OR .052" ALUMINUM B. ANNUAL INSPEGTION SHALL INCLUDE, A. A GOMFLETE INSPECTION THAT HILL COVER A - I OF THE Dl5TRICT FINAL INSPECTION. REV15IONS MU5T 6E APPROVED 6Y PU6LIG HEAL TH EN51NEER, OMY'ID, CITY EN51NEER $ Dl5TRICT EN51NEER PRIOR.TO IMPLEMENTATION IN FIELD. Or,INER TERR.AMAR RETAIL GENTER.5 5"115 AVENIDA ENGINA5, SUITE BOO CARL56AD,CA"l200e> PHONE, (1t,O) 804-e>bOO PECLARATIQN QB, BESPQ&!1f!I E Cd:tABSE I HEREBY DECLARE THAT I AM THE LANDSCAPE ARGHITEGT OF THE il'!ORK FOR THIS FROJEGT, THAT I HAYE EXERGISED RESPONSIBLE GHAReE OVER THE DESIGN OF THIS FROJEGT AS DEFINED IN SECTION b105 OF THE 61J51NE55 PROFESSIONS GODE AND THE DESIGN 15 CONSISTENT Y'IITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJEGT DRAY'IINGS AND SPEGIFIGATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH 15 CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARGHITEGT OF Y'IORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE FLANS HAYE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE Y'IITH THE APPROVED LANDSCAPE CONCEPT FLAN, Y'IATER GON5ERVATION FLAN, FIRE SUPPRESSION FLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSGAFING. Jb2.DEVELOFER SHALL 5HOY'i THE LOGATION OF REGYGLED HATER 5I6N5 "DO NOT DRINK" ON THESE FLANS. Jbs. AN ON 51TE U5ER/5UFERVl50R 5HALL 6E DE516NATED IN Y'IRITINe. THl5 FER50N SHALL 6E FAMILIAR HITH FLUMEIIN5 SYSTEMS Y'IITHIN THE PROPERTY, HITH THE 6A5IG GONGEFT5 OF BAGKFLOWCR055-CONNEGTION PROTEGTION, AND THE 5FECIFIG REQUIREMENT5 OF A RECYGLED HATER SYSTEM. GOFIE5 OF THE DE516NATION, Y'IITH GONTAGT PHONE NUMEIER.5, 5HALL BE PROVIDED TO THE OLIVENHAIN MUNIGIFAL HATER Dl5TRIGT AND THE COUNTY OF SAN DIEeo, DEFT. OF ENVIRONMENTAL HEAL TH. IN GASE OF EMER.eENGY GONTAGT, TERRAMAR RETAIL CENTERS -JUAN ARRIA5A trt>o) 804-e>t>oo OR AFTER HOURS C,ONTACT, TERRAMAR RETAIL CENTERS -JUAN ARRIA6A (1bO) e>04-e>bOO OLIYENHAIN MUNICIPAL Y'IATER DISTRICT EMEReENCY CONTACT, CHAD Y'IILLIAM5, PHONE, t160) 415-8151 OR AFTER HOURS CONTACT, CHAD Y>IILLIAM5, PHONE, t,60) 415-6581 24. ALL FUBLIC. AND PRIVATE POTABLE HATER MAINS 5HALL BE SHOY'IN ON THE IMPROVEMENT FLANS. * ITEM NUMBERS 8, I"!, AND 25 5HALL BE REQUIRED JU5T PRIOR TO THE AC.TUAI.-U5E OF RECYCLED HATER. ITEM NUMBER 22, THE 516NA5E FLAN, SHALL BE A FART OF THIS IRRl6ATION PLAN BUT THE AGTUAL Sli5NS AND TA6S Y'IILL 6E IN5TALLED JU5T PRIOR TO THE USE OF REGYGLED HATER. 25. ON RECYCLED HATER 5Y5TEM5, ALL APPURTENANCES (SPRINKLER HEAD5, VALVE 60XES, ETC.) SHALL 6E C.OLOR-GODED (PURPLE) FER AY'IHA 6UIDELINE5 AND SECTION 404"1.54 OF THE GALIFORNIA HEAL TH AND SAFETY GODE. OLIVENHAIN MUNICIPAL WATER DISTRICT 1456 SIGNA LICENSE NO. * TESIDMA DESIGN GROUP 1ANDSCAPE ARCHITECI'URE · lAND PLANNING 9903 BUSINllSSPARK. AVF. surrE 100 • SAN DIEGO, CA 92131 PD C8l1l) illl3-8l!24 FAX! C8l1l) (!13-11112 TOO JOB NO. 15-21 DATE: 2-17-16 2b.A PHYSICAL 5EFARATION SHALL 6E PROVIDED BETHEEN ADJACENT AREA5 IRRl6ATED Y'IITH REGYCLED HATER AND FOTA6LE HATER. 5EFARATION SHALL BE PROVIDED BY CONCRETE MOH STRIPS, CHAIN LINK FENCES OR OTHER METHODS APPROVED BY THE HATER DISTRICT $ D.E.H. IBBIE?ATIQN BAc.KfLOH FBEYENTER NOTE, ALL IRRl5ATION BACKFLOY'i FREVENTER5 SHALL 6E TESTED BY A GERTIFIED TESTER AND RE5UL T5 MU5T BE elVEN TO THE OLIVENHAIN MUNIGIPAL HATER DISTRICT. PIPE BETY'IEEN THE METER AND BACKFLOH PREVENTER SHALL BE "SCHEDULE K HARD GOFFER." APPROVED CONTRAGT BAGKFLOY'i TE5TER5 GAN 6E GONNTACTED BY PHONE AT 1b0-b52-4255 OR EMAIL, c .. 111Jams@ol.Jvenhln.com NOTE, BAGKFLOH PREVENTER NOT USED ON REGYGLED HATER IRRl6ATION METERS. USE TI;5T POINT Pl;R OMHD 5TD. DHc;, HR-01 RECYCLED WATER SYSTEM APPROVAL CJ tftj;lMWD WO# W559524 q, ,[. !& if ?!ft, 4 &S-.5 DATE Note: signature expires 2 years after date. SAN DIEGO COUNTY DEPT. OF ENVIRONMENTAL HEALTH /'.7...-Z--z:.-tf-/(. 7 APPROVED BY• DATE: LEGAL DESCRIPTION PARCEL 2 OF CARLSBAD MtNOI? Sl/81,{/)/11SION 04-08, ActXXJR!N/J TO PARCEL MAP NO. 20982 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA lf OF CAllfORNIA OWNER TERRAHAR RETAIL CENTERS 5913 A IEMOA ENCINAS, SIJ/lf JOO CARLSBAD. CA 92008 Pl/ON£· (160) 804--8600 NANE llll£ DATE INITIAL OAIE 223-0SJ-15-00 SITE ADDRESS 3445 11A MON !EBEllO CAR/.SBAD, CA 92009 ENGINEER OF WORK REVISION DESCRIPTION SIZE, 12" X 56" .060 AElS PLASTIC, STICK-ON VINYL OR .052" ALUJvllNUJvl I am familiar with the requirements for landscape and irrigation plans contained in the city of Carlsbad's landscape manual and water efficient landscape regulations. I have prepared this plan in compliance with those regulations and the landscape manual and agree to comply with all requirements when submitting construction documents. I certify that the plan imple nts those re I ans to provide'efficient use of water. APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY. INCLUDING PRECISE P.E. DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE I SH1EET I CITY OF CARLSBAD uTI PLANNING DIVISION 4 LANDSCAP£ TITL£ SH££T FOR: LA COSTA TOWN SOUAR£ BUILDING 15 I APPROVED: ri;A, lr:-k!L::,-H--I ; . ..,,_ !~ . PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: RVWD BY: C.T. 01-09 409-4R OTHER APPROVAL CITY APPROVAL ----------------- LEGEND -\,1- -Rl,I- -FS- * ..... • [gJ @ [f] BALL VALVE EXISTING WATER METER (FUTURE RECYCLED) EXISTING RECYCLED WATER IRRIGATION MAINLINE POTABLE WATER MAIN IN STREET/DRIVEWAY RECYCLED WATER MAIN IN STREET FIRE SERVICE EXISTING "DO NOT DRINK" SIGNS PROPOSED AREAS OF RECYCLED WATER USE REMOTE CONTROL VALVE EXISTING MASTER CONTROL VALVE EXISTING FIRE HYDRANT PROPOSED QUICK COUPLER EXISTING CONTROLLER EXISTING FLOW SENSOR EXISTING PRESSURE REDUCING VALVE PROPOSED RECYCLED WATER IRRIGATION MAINLINE EXISTING AREAS OF RECYCLED WATER USE ~ PROPOSED REMOTE CONTROL VALVE * TESHIMA DESIGN GROUP IANDSCAPE ARCHlTECI'URE · lAND PIANNING 9903 BUSJNFSfil>ARK AVfi SUITE 100 • SAN DIEGO, CA 92131 PH• (lll8) 6!I.H824 FAX' (lll8) <il.l-1182 TOO JOB NO. l.S-21 DATE= 2-17-16 --------------------- ~ 45'"5' ,----1-1-----;1--- F" i. - " i -,$,----/ ·······.·······i········.······.· ... '.-.).·. .. ' ............... , ......... .!... -----.s •--\- ~ Hli=rJf' -0, ~~ I ' I -♦r ..... ,.,-, ...... -'-.. .. -___ -+ \ ----'$--'-· -----:--" -----t----~---+v--L--\- ' ' ALL SCREENED FACILITIES ARE PER CIVIL DRAWINGS. TESHIMA DESIGN GROUP CANNOT VERIFY LOCATIONS. CONTRACTOR MUST FIELD VERIFY ACTUAL LOCATIONS. NOTE: THERE SHALL BE NO DIRECT PIPE TO PIPE DRAINAGE FROM RECYCLED WATER TO STORM DRAIN. NOTE: IRRIGATION SYSTEM IS DRAWN DIAGRAMMATICALLY AND ALL RECYCLED IRRIGATION EQUIPMENT SHALL BE INSTALLED IN THE DESIGNATED RECYCLED WATER USE AREAS. ALL IRRIGATION LINES ARE DIAGRAMMATIC AND WILL BE WITHIN THE PROPERTY LINE. ROAD F9Al~ ' ' ' --~-"-i -----,- 1 North I 0 20' t,0' 160' SC.ALE: 111 =80'-011 NOTE: PROVIDE CROSSOVER SLEEVE PER NOTE 16 ON SHEET 1 , WHERE PROPOSED RECYCLED WATER IRRIGATION MAIN CROSSES POTABLE WATER MAIN. NOTE: l:XISTINIS "00 NOT -Oli1.INK"·1,,11;,N-(l!vrOTAW THERE ARE NO DRINKING FOUNTAINS, OUTDOOR EATING AREAS, WELLS OR PLAYGROUNDS ON SITE. NOTE: THERE ARE NO GROUND LEVEL OR SIDE OF BUILDING AIR INTAKES. NOTE: THERE ARE NO EXISTING WELLS ON SITE. exl5TIN6 f'l.eMOre C.ONTP.01. VAL~ RECYCLED WATER USE MAP AND CALCULATIONS =t= ''----.J. -+ .. ------.I ' -;~1 F'ROFOSEC'!<EMOTE CONTROL VALVE \ ' I ' ! ' ' -"---.. " . ---..... ~ l"0!NT bra: cc1l•T1C1M '(;; ~---...... __ - wsr1N6 REC,Yq;L.ED ~ 1-l;TER .. -·-•·- ~A~°o/ ~ --: -,... ' ' ' .. -----------_t--,(~:f;=:~;:i;~ ----- ; ~-.: :::::::,-::._~ : :: ( 1 SYMBOL LEGEND DESCRIPTION HYDROZONE 1 Plant Material -Ornamental low to medium water use plants Plant Coefficient (PF) -0.4 Annual Yearly Evapotranspiration (ETo) -47 Landscape Area (HA) . 881 Sq. Ft Irrigation Type -Drip Irrigation Irrigation Efficiency (IE) -0.80 HYDROZONE2 Plant Material -Ornamental tow to medium water use plants Plant Coefficient (PF) -0.4 Annual Yearly Evapotranspiration (ETo) -47 Landscape Area (HA) • 25 Sq, Ft Irrigation Type -Bubblers Irrigation Efficiency (IE) -O. 75 HYDROZONE3 Plant Material -Ornamental and Native drought toralent/low water use plants Plant Coefficient (PF) -0.3 Annual Yearly Evapotranspiration (ETo) -47 Landscape Area (HA} -1,048 Sq. Ft. Irrigation Type -Drip Irrigation Irrigation Efficiency (IE) -0.80 WATER USE CALCULATIONS MAXIMUM APPLIED WATER ALLOWANCE CALCULATION • MAWA MAWA = (ETo)(0,62)(0-45 X LA) MAWA = (47)(0,62)(0A5x 1,954) MAWA = 25,622 Gallons per Year MAWA = 25,622 / 748 = 34 HCF (Hundred-Cubic-Feet Per Year) ESTIMATED TOTAL WATER USE CALCULATION • ETWU HYDROZONE 1 ETWU = (ETo)(0,62)(PF X HA/ IE) ETWU = (47)(0,62)(0-4 x 881 / 0,80) ETWU = 12,836 Gallons per Year ETWU = 12,836 / 748 = 17 HCF (Hundred-Cubic-Feet Per Year) HYDROZONE2 ETWU = (ETo)(0,62)(PF x HA/ IE) ETWU = (47)(0,62)(0-4 x 25 / 0-75) ETWU = 388 Gallons per Year ETWU = 388 / 748 = 0.5 HCF (Hundred-Cubic-Feet Per Year) HYDROZONE3 ETWU = (ETo)(0,62)(PF x HA/ IE) ETWU = (47)(0.62)(0.3 x 1,048 / 0.80) ETWU = 11,452 Gallons per Year ETWU = 11,452 / 748 = 15 HCF (Hundred-Cubic-Feet Per Year) TOTAL FOR ALL HYDROZONES ETWU = HYDROZONE 1 + HYDROZONE 2 + HYDROZONE 3 ETWU = 12,836 + 388 + 11,452 ETWU = 24,676 Gallons per Year ETWU = 24,676 I 748 = 32.5 HCF (Hundred-Cubic-Feet Per Year) CONCLUSION The ETWU (24~616 gallons per year) is less than MAWA (25,622 gallons peryearJ. The water budget for La Costa Town Square (Building 16) complies with MAWA. APPROVED FOR PLANTING IRRIGATION ONLY. AND "AS BUILT" INCLUDING PRECISE LOCATION AREAS. OF PLANTING P.E, DATE REVIEWED BY: INSPECTOR DATE 1-----+--+---------------l---+--+----+-----l I SH2EET I CITY OF CARLSBAD ~4 PLANNING DIVISION Ll!J ;:===--===========:===: RECYCLED WATER USE MAP FOR: LA COSTA TOWN SOUAR£ BUILDING !5 ,_---+---+------------------+----+--->-----+---i I APPROVED: ,.,c, ~ I I ~v...d:'.,\ L:{-t:-1,~_;,.jt <:; ,4, Iv PLANNING DA TE _ -~~1--=c--+----------------1-----t---t---+----t ::;D:::W:::N:::::;B:::Y=: ===;--;::::==P=R=o=JE=c=T=N=o=.=::::::;:;:::::DR=A=w=,N=G=N=o~. ENGINEER OF WORK DATE INmAL DATE INITIAL DATE INITIAL C REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL R~g ~~:---C. T. 01-09 409-4R EQUIPMENT LEGEND SYMBOL DESCRIPTION MANUF MODEL SIZE NOTES Existing controller installed per City of Carlsbad NOT ACC-99D approved irrigation plan, City DWG. No. 409-4M Existing Controller 'A' Hunter (2-wlre controller 99-Stations and D.E.H. -RW # 3293. Controller is located at SHOWN decoder system) La Costa Avenue. Connect all new valves to !he existing controller. s Remote Control Valve Hunter ICV-xxxG-R Size Per Plan Install in valve box with purple lid per Details F and J. Assembly shalr include: (1) Hunter 1" ICV Control Valve, Model ICV101 G-R. E9 Drip Remote Control Valve See Notes See Notes See Notes (1) Netafim 3/4" Techfilter, Model TF075618-xxxRW. (1) Netafim 3/4" Pressure Regulator, Model PRV075LF35V2K.-Assembly (Low Flow) Install in valve box with purple lid Valve box shall be large enough to accommodate control valve assembly. See Details J and U. Assembly shall include: (1) Hunter 1" ICV Control Valve, Model ICV101 G-R. ~ Drtp Remote Control Valve See Notes See Notes See Notes (1) Netafim 1" Techfilter, Model TF10618-xxxRW. (1) Netafim 3/4" Pressure Regulator, Model PRV075HF35V2K. Assembly (High Flow) Install in valve box with purple lid Valve box shall be large enough to accommodate control-valve assembly. See Details J and U. Decoders shall match station output quantity. NOT Output from decoder to valve shall not exceed SHOWN Decoder Hunter ICDxxx 150 feet. Install decoders in valve boxes at each valve cluster. Attach decoder to PVC pipe stake. See Decoder Installation Detail P. Install 14-2 twisted pair red and blue wire in a protective jacket per manufacturer's specifications. Use only DBRY-6 wire connectors on all decoder splices in 2-wire path. Contractor shall install grounding plate for every 1000 feet of 2-wire path or every 12th decoder whichever comes first. See Decoder Grounding Detail O. Color coded valve wire NOT pairs extending from ICD decoder output station to each Wire Hunter ID1BLU 14AWG valve solenoid shall be colored to match decoder output and SHOWN may not to exceed 150 feet. Red and Blue wire may not be used to extend decoder outputs to solenoid or sensor device as they may later be confused with the two wire path. All decoder wire splices, grounding, intersections or end runs on the two wire path must be connected using DBR/Y-6 Wire connectors. No wire ends shall be left without manufacture approved water proof wire splice properly installed. See Wire Connector Detail H. Install in 10" Round Valve Box with purple lid per • Quick Coupler Nelson 7645 1" Detail C. Install with ACME threads. Brand lid wtth letters "QC''. Install in 1 O" round valve box with purple lid per ~ Ball Valve KBI WLT-0000-T Line Size Detail D. Install as shown on the plan and at every valve manifold. NOT Check Valve KBI KC-Series Install where required to prevent low head SHOWN drainage. Install with check valve and 0.6 GPH drippers spaced at 18" O.C. SpaceTechline RWat 16" to 18" 0.C. Install per manufacture specifications. Stake 1\.--------./1 Dripper Line (Techline RW Netafim TLRW6-18xx 1/2" in place al 5 feet O.C. and at each change of for Reclaimed Water) direction with Netafim 6" Soil Staple, Model TLS6. Install mulch over tubing in planters (3" deep) or soil (2" deep) where mulch is not installed. Tubing shall not be exposed. See Details Q, R, S and T. NOT Install one operation flag per drip line zone. Install at SHOWN Techline Operation Flag Netafim 10-F-01 furthest most point from the valve location. Install per manufacturers specifications. See· Detail A. • Automatic Line Flushing Valve Netafim TLD50MFV-1 1" Install in 6" purple round valve box with 12" deep gravel sump. See Detail V. NOT AirNacuum Relief Valve Netafim TLAVRV 1" Install at highest point on circuit. See SHOWN manufacture's details. See Detail B. I Sch.401-1/2" Install with 18" cover. See Trenching Detail E. • Pressurized Purple Mainline PVC or less Cl. 315 Size Per Plan Install trust blocks on mainline at direction I 211 or more changes. Class 200. Non-pressurized UseSch .. 40for . PVC all drip system Size Per Plan Install with 12" cover. See Trenching Detail E. Purple Lateral headers and supply lines Sleeve under improvements: Under Vehicle Paving install mainline, wiring and laterals in separate PVC Sch. 80 sleeves with 36" cover. I I Under Pedestrian Paving install mainline, wiring I I Sleeve -Purple Color for PVC See Notes Size Per Plan and laterals in separate PVC Sch. 40 sleeves with I I Sch.40 Gray Color for Sch. 80 1811 cover. I I All sleeves shall be 2 times line size. Note: where mainline is shown sleeved, install 4" wire sleeve. See Sleeve Detail G. ~ a Controller Station MaximumGPM . \ -1 --Valve Size NOTE: ALL BUBBLER HEADS ARE TO BE EQUIPPED WITH BUILT-IN CHECK VALVES. ALL SPRAY HEADS TO BE EQUIPPED WITH A PRESSURE COMPENSATING DEVICE. ALL HEADS ARE TO BE ADJUSTED TO PROVIDE BEST COVERAGE TO THE LANDSCAPED AREA WITHOUT OVER SPRAY ONTO BUILDINGS, WALLS, WALIONAYS AND PAVING. IRRIGATION SYSTEM IS DESIGNED TO OPERATE ONE VALVE AT A TIME. IF NECESSARY CONTRACTOR CAN COMBINE THE RUN TIME OF SOME VALVES TO ASSURE THE PROPER PERFORMANCE OF THE MASTER VALVE AND THE FLOW SENSOR. (FLOW SENSOR NEEDS MORE THEN 5 GPM TO OPERATE PROPERLY). CONTRACTOR CAN SET THE CONTROLLER TO OPERATE TWO OR MORE VALVES AT THE SAME TIME ONLY IF THE TOTAL COMBINED FLOW OF THE VALVES DO NOT EXCEED 40 GPM. BUBBLER HEADS AND OTHER TYPES OF DISPERSION HEADS SHALL HAVE THE EXPOSED SURFACE COLORED PURPLE. THE EXPOSED SURFACE SHALL BE COLORED THROUGH THE USE OF INTEGRALLY MOLDED PURPLE PLASTIC OR PERMANENTLY ATTACHED PURPLE PLASTIC RING OR DISC. ALL SHRUB HEADS SHALL HAVE PURPLE CAPS. CONTRACTOR SHALL CONTACT NETAFIM MANUFACTURER'S REP. AND SHALL SCHEDULE PRE-CONSTRUCTION MEETING TO REVIEW INSTALLATION DETAILS AND SPECIFICATIONS IN FIELD. CONTRACTOR SHALL CONTACT HUNTER SPECIFICATION MANAGER, CHRIS ROESINK, AT 760.703.2474 AND SHALL SCHEDULE PRE-CONSTRUCTION MEETING TO REVIEW INSTALLATION DETAILS AND SPECIFICATIONS IN FIELD. INSTALL POP-UP BODIES WHEN HEADS ARE WITHIN 10 FEET OF WALKS, CURBS, ALONG TURF AREAS AND WHEN LOCATED WITHIN THE CITY RIGHT-OF-WAY, OR ANY OTHER AREA WHERE PEDESTRIAN TRAFFIC MIGHT OCCUR. TESIIlMA DESIGN GROUP lANDSCAPE ARCHITECI1JRE · IAND PIANNING 9903 BUSINFS&'ARK. AVE. SUITE 100 • SAN DIBOO, CA 92131 I'll• (lllO -FAX' (lllO lil.l-082 0 5' 20' IRRIGATION SCHEDULE Existing Recycled Water Irrigation Mainline and wire to remain. Protect in Place. m Location shown is approximate. Contractor shall verify in field the location prior to commencement of work. Existing Recycled Water Irrigation Mainline and wire installed per City of Carlsbad approved irrigation plan, City DWG. No. 409-4M and D.E.H. -RW # 3293 Contractor shall remove Existing Recycled Water Irrigation Mainline, wire and mainline stub-out. Contractor shall cut existing irrigation mainline in the planter area right behind the curb at this approximate location. Contractor shall verify the [[I location in the field prior to commencement of work. All the existing wires shall be cut at this location and reconnected to new wires installed along the new irrigation mainline. Connect wires with water proof splices 3M part number DBRY-6 distributed by Paige electric. The connection can not be made until the cross-connection shutdown test is completed. Contractor shall connect the existing mainline to new recycled water mainline at this approximate location. Contractor shall verify the location in the field prior to @] commencement of work. Connect existing wires to new wires at this location. Install new wires along new recycled water mainline and connect to new valves. The connection can not be made until the cross-connection shutdown test is completed. Contractor shall remove Existing Recycled Water Irrigation Mainline, wire and mainline stub-out. Contractor shall cut and cap existing irrigation mainline in the planter area right behind the curb at this approximate location. Contractor shall @] verify the location in the field prior to commencement of work. All the existing wires shall be cut at this location. Install wire with water proof splices 3M part number DBRY-6 distributed by Paige electric. Install wire in a 1 O" round valve box with a purple lid. Attach wires to a PVC pipe stake. @] Contractor shall remove existing valve manifold. @] Existing "Do Not Drink" Sign location installed per City and DEH approved plan, City DWG. No. 409-4M and D.E.H. -RW # 3293 to remain. Existing irrigation system installed per City and DEH approved plan, City DWG. No. m 409-4M and D.E.H. -RW # 3293 to remain. Protect in Place. Existing irrigation system is located outside of the limit of work line. New recycled water irrigation mainline and remote control valves shown in @] hardscape for clarity only. Install mainline and valves in the planter area at 18" from the parking lot curb. Install valve manifold per Details F and J. Connect new remote control valves to existing C.ontroller 'A' located at La Costa Avenue. Tree/Palm Bubbler location shown is approximate. See Planting Plan for exact tree/palm location. See Detail I. ~ Install (2) bubblers at each tree location. Install one bubbler in a 4" Pref. Pipe. Install one bubbler on a 6" pop-up body. Install (2) bubblers at each palm location. Install both bubblers on a 6" pop-up body. [QI Irrigation lateral line shown in hardscape for clarity only. Install all lateral lines in the planter areas (Typ). ITil Flush valve shown in hardscape for clarity only. Install all flush valves in the planter areas (Typ}. EXISTING IRRIGATION NOTES 1. All existing irrigation equipment shown is based on City of Carlsbad approved irrigation plan, City DWG. No. 409-4M and D.E.H. -RW # 3293. Contractor shall verify in field the location, layout and size of all the existing irrigation equipment prior to commencement of work. Should existing irrigation equipment location, layout or size be different then shown on this plan, contractor shall notify landscape archttect for instruction prior to proceeding with installation. 2. Contractor shall maintain all existing landscape in a healthy growing conditions. This might require hand watering during construction. Any plant material lost during construction shall be replaced at contractor's own expense. IRRIGATION AUDIT NOTE Landscape Contractor shall include a third party certttied irrigation auditor as part of their agreement. Per state water use requirements City of Carlsbad requires that a landscape irrigation audit shall be conducted by a third party certified landscape irrigation auditor. Landscape audit shall not by conducted by the person who designed the landscape or installed the landscape. The project applicant shall submit an irrigation audit report to the City of Carlsbad Planning Division with certification of completion form. The audit shall include but not be limited to inspection, system tune-up, system test with application rate, soils types, plant factors, slope, exposure and any other factors necessary for accurate programming. ,· NOTE: The new irrigation mainline and valves shall be highlined and connected to a potable water source pending successful completion of a cross-connection test performed by OMWD and DEH. Final connection to the existing recycled irrigation mainline is to be performed only after approvals from OMWD and DEH. IRRIGATION LEGEND SYMBOL DESCRIPTION MANUF MODEL PSI Bubblers Rain Bird 1806-SAM-PRS-NPCAP PA-80 • Tree/Palm Bubbler 1401 30 0 MPR Stream Bubbler Nozzle -Quarte 50-B with PCS-030 (Silver) 30 ,_ -----1· RADIUS 4' --r ----f ,.---f - I I ·I i • I I --f' ¼ -----w-- GPM (2x) 0.25 0.3 SEE SHEET 4 FOR IRRIGATION NOTES 40' \ """.J i,i ~-,b---,t- :'i NOTES Body Style 9 Install PCS screens as required to reduce radius. Install all shrub/stream bubblers on 1806-SAM pop-up bodies with PA-80 adapter Install (2) bubblers per tree/palm. See Tree/Palm Bubbler Detail I. Use PA-80 adapter for all tree/palm bubblers installed on pop-up bodies See Pop~up Detail K. TOO JOB NO. 15-21. DATE: 2-17-16 SC.ALE: l."=20'-0" North SEE SHEET 4, 5, 6, 7 AND 8 FOR IRRIGATION DETAILS SEE SHEET 12 FOR IRRIGATION SPECIFICATIONS I I 9 I I I I I 0.5 I Palm I 0.6 Bubbler I I 4.5 Tree I I 2.9 Drip I 5.6 I Drip I I I I I I () 1' .. \" ~~ ", ~ -~ \ \ i\~ i \ ·-.\A. .. \, i: <-\fn,:i, :1 .i \ : ,\. \! il/1, 1 i I i I · 1. ·-r-o , . v ' -----------' ~ . \ ~ ' .I ,' -I II " : . ' I tl 1 """ ' ' ' ,, ' ' I I ' " ' ., ' -- I " I Ii I :1 \ il I 1, ' -' : il I,: I " I I I I F ' . I ·., ' ' 0 C ' . I ,s I ,1: ti 'I I, c··I ""I I .;:-;, •V% /;{ ;( / ' :i / ) ~:::? , :/~ '"""" 1/, / ' ";: / !), t0 f!/,,_ %'.~~ ½ ' • ,;,;0.-/ ' ;,-/ /, ./ ,/ //,/ ' :;;;///' %½ /• / ' V 1/ /:;// ~ ;:;;:>-/c 1/ - / ,/ ./ / 1// /, V / ½ / ' -L---'11111"\~'• ( I I ,,i ' I L " " . I; I ' -v-, / ~ ✓ j: :,'-.,__ ' ' :====== L--7-------- ,· t' ' !-' ,, ,...;,v 1// . %%» ·~~ / /1/:C%ffi/l_· :?;,;:,½ / / / 0:1/:/( / /,,-) @%"½v%i ,;:,;--,.%;:::ff@...; '-~~ I ft%~~~JZ V /°"%%@%/, ~½ -~21/ # 1/-;5>;, ;t;;:;1//, . ~(;Wf:% ;~ 1/>%~.(;/, /1///j /4;1{:i:;;{{}; ! "~~-' z@,wf~t>~;: I 0ffi::?~~//// I i;;:/~/J'i',1/0~ ' i %%@%%%,w@ ' ,, , 1f~~%:f~0: ., / ½f;:t~#/f;? / ,;~%~;;-;; //2-76½/f;'~f ,;::J 0 %',%3 ~;;(;~, m~%~:t7'%?:J~~:ff;';;~ :0,,;'/7°$.f):/; -:,/;X/// ;:;(✓};///,:, :..=ii421/'~ 1/✓,(,a; ~/ ;,;;~~?% ~~fl};ff~, \ ///~fio/Jf:}:(½;;///1/XF'f// 0% APPROVED FOR AND IRRIGATION PLANTING ONLY. NOTE: INCLUDING PRECISE Sleeves on Recycled Water Mainline must LOCATION OF PLANTING extend Min. 10 feet each side of Potable Main AREAS. per Note #16 on Sheet.!_. (Typical for all Crossings) I SH3ET I "AS BUILT" P.E. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD I S1E4S I PLANNING DIVISION IRRIGATION PLAN FOR: LA COSTA TOWN SOUAR£ BUILDING 15 APPROVED: 1~..:J Gr-E::-\~~+ ~ _.,__\(.., PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITLAL DATE INITLAL DATE INITIAL CHKD BY; ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 01-09 409-4R IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTUAL PLANS AND AS-BUILT DRAWINGS BEFORE BEGINNING WORK. 4. CONTRACTOR SHALL COORDINATE ALL IRRIGATION LINES AND CONTROLLER WIRES WITH PROPOSED LOCATIONS OF PLANT MATERIAL AND ROOT BARRIERS PRIOR TO INSTALLATION. ALL IRRIGATION SLEEVES SHALL BE COORDINATED AND INSTALLED PRIOR TO INSTALLATION OF ANY PAVING, WALL FOOTINGS/ FOUNDATIONS, CURBS AND ETC. 5. THIS DESIGN IS DIAGRAMMATlC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS AS NECESSARY. 6. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH OLIVAINHAIN MUNICIPAL WATER DISTRICT, CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ALL LATERALS, MAINLINE AND WIRE UNDER PEDESTRIAN PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL LATERALS, MAINLINE AND WIRE UNDER VEHICLE PAVED AREAS TO BE INSTALLED IN A SCH. 80 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED.ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. ALL SLEEVES TO BE AS SHOWN ON THE PLANS. 9. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDING, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN. OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. ·10. ALL HEADS INDICATED ON THE PLANS AT A SPACING LESS THAN 75% OF FULL OPEN THROW, AS PER MANUFACTURER'S RECOMMENDATIONS, ARE TO RECEIVE A PCS SCREEN OF APPROPRIATE SIZE TO REDUCE THE RADIUS TO MORE CLOSELY MATCH THE SPACING. REFER TO THE MANUFACTURER'S CHARTS PROVIDED WITH PCS SCREENS FOR SIZING OF SCREENS. 11. PROVIDE CLEAN SAND BEDDING AND BACKFILL FOR PRESSURE MAINLINE PIPE (3 IN. BELOW AND 6 IN. ABOVE PIPE MINIMUM). 12. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS SHOWN ON THE PLANS & IN ACCORDANCE WITHE CRITERIA AND STANDARDS OF THE OLIVAINHAIN MUNICIPAL WATER DISTRICT AS OF THE APPROVED DATE OF THESE PLANS. 13. USE VARIABLE ARC NOZZLES AS REQUIRED TO ACHIEVE COMPLETE COVERAGE WITH MINIMAL OVERSPRAY 14. SYSTEMS ARE DESIGNED FOR A MINIMUM OF 30 psi FOR SPRINKLER HEADS. 15. ALL LATERAL END RUNS SHALL BE 3/4" CL. 200 OR SCH. 40 FOR AL DRIP SYSTEMS, UNLESS OTHERWISE NOTED. 16. ALL REMOTE CONTROL VALVES SHALL BE INSTALLED IN VALVE BOXES, ONE VALVE PER BOX. LOCATE ALL REMOTE CONTROL AND QUICK COUPLING VALVES ADJACENT TO WALKS OR CURBS. 17. CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE. 18. CONTRACTOR SHALL VERIFY THAT THERE IS ADEQUATE PRESSURE AVAILABLE AT THE SITE FOR THE IRRIGATION SYSTEM TO WORK PROPERLY. IDEALLY THERE SHOULD BE 30 POUNDS OF PRESSURE AT LAST HEAD ON EVERY CIRCUIT. DESIGN ASSUMES 125 PSI AT THE POINT OF CONNECTION AS PROVIDED BY THE OLIVAINHAIN MUNICIPAL WATER DISTRICT. SHOULD PRESSURE BE DIFFERENT THEN SHOWN ON THE PLAN CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR INSTRUCTIONS PRIOR TO PROCEEDING WITH INSTALLATION. 19. IF AVAILABLE PRESSURE EXCEEDS 80 PSI CONTRACTOR SHALL ADJUST PRESSURE AT PRESSURE REQULATOR. 20. CROSSOVER SLEEVE TO BE PROVIDED WHERE RECYCLED WATER IRRIGATION MAINLINE CROSSES POTABLE DOMESTIC WATER MAINS. SLEEVE TO BE INSTALLED ON RECYCLED MAIN AND EXTEND TEN (1 O) FEET ON EITHER SIDE OF THE POTABLE MAIN. 21. CONTRACTOR SHALL PROVIDE LANDSCAPE AND IRRIGATION MAINTEIIIANCE SCHEDULE TO THE LANDSCAPE ARCHITECT AT THE TIME OF FINAL INSPECTION. SEE NOTE ON SHEET 4. 22. IRRIGATION SYSTEM IS DESIGNED TO OPERATE ONE VALVE AT A TIME. IF NECESSARY CONTRACTOR CAN COMBINE THE RUN TIME OF SOME VALVES TO ASSURE THE PROPER PERFORMANCE OF THE MASTER VALVE AND THE FLOW SENSOR. (FLOW SENSOR NEEDS MORE THEN 5 GPM TO OPERATE PROPERLY). CONTRACTOR CAN SET THE CONTROLLER TO OPERATE TWO OR MORE VALVES AT THE SAME TIME ONLY IF THE TOTAL COMBINED FLOW OF THE VALVES DO NOT EXCEED 40 GPM FOR THE POINT-OF-CONNECTION. 23. CONTRACTOR SHALL PROVIDE IRRIGATION WATERING SCHEDULES FOR PLANT ESTABLISHMENT PERIOD, ESTABLISHED LANDSCAPING, TEMPORARILY IRRIGATED AREAS AND DIFFERENT SEASONS. IRRIGATION WATERING SCHEDULE SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT AT THE TIME OF FINAL INSPECTION. SEE NOTE ON SHEET 4. TESHIMA DESIGN GROUP IANDSCAPE ARCHITECTURE · u\ND PIANNING 9903 BUSINESfil'ARK AVE. SUITE 100 • SAN DIEGO, CA 92131 PH• (8511) tilHlll2I FAJC (8511) !n-llBl TOO JOB NO. 15-21 DATE 2-17-16 PRESSURE LOSS CALCULATIONS PROJECT: LA COSTA TOWN SQUARE -COMMERCIAL, PAD 15 LOCATION: LA COSTA AVE ANO RANCHO SANTA FE RD, CARLSBAD, CA PRESS ZONE/ SOURCE ELEV.: 580 DATE OF PRESSURE CHECK: t/30/12 BY:O.MW.D. JOB NO.: 15-21 CLIENT N0,:925.738.1232 WATER AUTHORITY:OLIVENHAIN MUNICIPAL WATER DISTRICT CALC. DATE: 11/24/15 BY:MS VALVE NO .. CHECKED: A99 PRESS. AT POG: 125 PSI POC ELEVATION: 295 HIGHEST HEAD: 338 PIPE PIPE PIPE PIPE ACCUM. LOSS SECTION TYPE S~E LENGTH GPM INPSI 1 SCH.40 3/4" 170' 3,0 1.6 2 SCH.40 1' 10' 5.6 0,1 A. TOT AL LATERAL SYSTEM LOSSES 1.7 MAINLINE SYSTEM: PIPE PIPE PIPE PIPE ACCUM. LOSS SECTION TYPE SIZE LENGTH GPM INPS/ 1 CL315 2-1/2" 2,620' 5.6 0,5 1 SCH.40 1-1/4" 172' 5,6 0,4 B. TOTAL MAINLINE SYSTEM LOSSES 0.9 MISCELLANEOUS LOSSES: SIZE: WATER METER 11/2' 0,1 BACKFLOW PREVENTER 2" 12 CONTROL VALVE 1" 2.5 MASTER-CONTROL VALVE 1' 2.5 FLOW SENSOR 11/4" 0.2 C. TOTAL MISCELLANEOUS LOSSES 17.3 D. TOTAL SYSTEM LOSSES ( A+B+C) 19,9 E. FITTING LOSSES (15% OF TOTAL LOSSES) 2.9 F. HEAD LOSS/ GAIN IN SYSTEM 1B.6 G. MINIMUM REQUIRED PRESSURE AT lAST HEAD 30 H. DESIGN PRESSURE-( D+E+F+G) 71.4 I. AVAILABLE PSI 1-25.0 J. RESIDUAL PSI ( I-H ) 53,6 K .. PUMP BOOST L ADJUSTED RESIDUAL PSI ( J+K) IRRIGATION SCHEDULE AND LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE NOTES Landscape Contractor shall provide the following to Landscape Architect at the time of final inspection: 1) An irrigation watering schedule shall be prepared for all landscape projects subject to the Water Efficient Landscape Ordinance. The schedule shall be submitted to the City prior to granting a permit of occupancy and shall include the following information: a) A description of the automatic irrigation system that will be used for the project. b) The ETo data relied on to develop the irrigation schedule, including the source of the data. c) The time period when overhead irrigation will be scheduled and confirm that no overhead irrigation shall be used between 6:00 a.m. and 10:00 p.m. d) The parameters used for setting the irrigation system controller for watering times for: i. The plant establishment period ii. Established landscaping iii. Temporarily irrigated areas iv. Different seasons during the year e) The consideration used for each station for the following factors: i. The days between irrigation ii. Station run time in minutes for each irrigation event, designed to avoid runoff iii. Number of cycle starts required for each irrigation event, designed to avoid runoff iv. Amount of water to be applied on a monthly basis v. The root depth setting vi. The plant type setting vii. The soil type viii. The slope factor ix. The shade factor 2) A maintenance schedule for the landscaping and irrigation system shall be prepared for all landscape projects subject to the Water Efficient Landscape Ordinance. The schedule shall be submitted to the City prior to granting a permit of occupancy and shall include provisions for the following: a) General Landscape and Irrigation Maintenance. The schedule shall identify the entity that will be responsible for maintenance and shall provide for all of the general landscape and irrigation maintenance requirements. b) Water Efficient Landscape Maintenance. In addition to the general maintenance requirements, the maintenance schedule for landscape projects that are subject to the Water Efficient Landscape Ordinance shall include provisions to: c) Maintain and operate the landscaping and irrigation system on the property consistent with the MAWA. d) Maintain the irrigation system to meet or exceed an irrigation efficiency necessary to meetMAWA. e) Replace broken or malfunctioning irrigation system components with components of the same materials and specifications, their equivalent or better. Ensure that when vegetation is replaced, replacement plantings are representative of the hydrozone in which the plants were removed and are typical of the water use requirements of the plants removed, so that the replaced vegetation does not result in mixing high water use plants with low water use plants in the same hydrozone. ® DATE INITIAL ENGINEER OF WORK 5 SECTION/ ELEVATION 1. FINISH GRADE OR FINISH GRADE OF OF MULCH LA YER IF PRESENT 2. NATIVE SOIL 3. POLY TUBING PER IRRIGATION LEGEND 4. OPERATION INDICATOR (NETAFIM #10-F-01 OR APPROVED EQUAL) 5. 2" -3' ABOVE FINISH GRADE 6. DEPTH OF TUBING PER LEGEND AND/ OR NOTES NOTES: INSTALL ONE OPERATION INDICATOR FOR EACH DRIP SYSTEM ZONE. LOCATE OPERATION INDICATOR TOWARDS FLUSH END OF SYSTEM, BUT IN VIEW OF THE DRIP ZONE VALVE LOCATION IF POSSIBLE. DRIP LINE SYSTEM OPERATION INDICATOR REVISION DESCRIPTION AIR/ VACUUM RELIEF VALVE, MODEL TLAVRV TECHLINE 180 2-WAY ADAPTER TEE I I 11 NETAFIM TECHLINE RW TUBING (RECLAIMED WATER) WITH 0.6 GPH DRIPPERS SPACED AT 18" ON CENTER, MODEL TLRW6-1 Bxx. AIRNACCUM RELIEF VALVE NOTTO SCALE NOTTO SCALE APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY. ' INCLUDING PRECISE P.E. ' DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE I SH4ET I CITY OF CARLSBAD lliJ PLANNING DIVISION 4 IRRIGATION NOTES ANO DETAILS FOR: LA COSTA TOWN SQUARE BUILDING 15 I APPROVED: I ez_.:d_( 4 -f:11..;-l\-- I -; -"'\ . \ c.,, DATE PLANNING DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 01-09 409-4R NOTE: QUICK COUPLER SHALL BE TYPE APPROVED FOR USE WITH RECYCLED WATER WITH ACME THREADS G) ® ® © ® ® 0 ® ® @) @ @ @ @ 9" DIA. PLASTIC VALVE BOX WITH PURPLE LOCKING COVER INSTALL 2" ABOVE GRADE IN GROUNUCOVER FINISH GRADE PAVING OR STRUCTURE QUICK COUPLER WITH RUBBER CAP 5" DEPTH PEA GRAVEL INSTALL BOX LEVEL WITH 2 STANDARD BRICKS RED BRASS COUPLING RED BRASS RISER 1/2 CU. FT. MIN. CONG. THRUST BLOCK PVC ELL OR TEE (CONNECTION TO MAINLINE) (2) RED BRASS STREET ELLS RED BRASS NIPPLES (2) RED BRASS ELL PAINT "Q" ON COVER 1 CD FINISHED GRADE ® PLASTIC VALVE BOX WITH PURPLE BOLT DOWN COVER. USE STAINLESS STEEL BOLT NUT AND WASHER HEAT BRAND 'GV' ONTO LID. @MAINLINE 2 3 0 BRICK SUPPORTS @)1/2 C.F. 3/4" CRUSHED GRAVEL @BALL VALVE 0 LANDSCAPE FABRIC © QUICK COUPLER NOTTO SCALE @ BALL VALVE NOTES: 1. ALL WIRE TO BE INSTALLED AS PER LOCAL CODES. 2. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. 3. ALL VALVE BOX LIDS SHALL BE BRANDED WITH STATION NUMBER AND STATION I.D. PROVIDE A STATION NUMBER TAG INSIDE THE VALVE BOX. NOTES: INSTALL PER HUNTER INDUSTRIES SPECIFICATIONS. CONTRACTOR SHALL CONTACT HUNTER SPECIFICATION MANAGER, CHRIS ROESINK, AT 760.703.2474 AND SHALL SCHEDULE PRE-CONSTRUCTION MEETING TO REVIEW INSTALLATION DETAILS AND SPECIFICATIONS IN FIELD. CD ® ® © ® ® 0 FINISHED GRADE 1" BELOW VALVE BOX TOP IN TURF AREAS. 2" BELOW VALVE BOX IN SHRUB BEDS PURPLE PLASTIC RECTANGULAR VALVE BOX WITH LOCKING LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. CONTROL VALVE, SEE LEGEND FOR SPEC WATER PROOF WIRE CONNECTOR -DBRY-6. 18"WIRE LOOP (WRAP 15TIMESAROUND 1/2" DIA. PIPE TO FORM COIL -REMOVE PIPE.) RECYCLED WATER TAG -CRISTY'S OR EQUAL PVC SCH 40 SLIPxFIPT ADAPTER, (2 REQUIRED) 1 2 3 4 @ PVC LATERAL LINE (PURPLE COLOR) -PIPE PER SPECS. ANGLE TO SPECIFIED DEPTH WITH 45 ELLS @ SCH. 80 UNION @BRICK SUPPORTS -(1) ONE AT EACH CORNER @ 3" SCH. 80 NIPPLE TYP. (3 TOTAL) @ LANDSCAPE FABRIC @) 1 C.F.-PEA GRAVEL @PVC MAINLINE PIPE (PURPLE COLOR) FROM BACKFLOW PER SPECS. @) PVC SCH.40 ELLS (2) ® REMOTE CONTROL VALVE INSTALLATION * TESHIMA DESIGN GROUP IANDSCAPE ARCHITECTURE · lAND PIANNING 9903 Bl.JSINllS9>ARK AVE. SUITE 100 • SAN DIEGO, CA 92131 l'H (till) 1!11-18711 FAX! (till) C!IHIII? TOO JOB NO. 15-21 DATE= 2-17-16 NOTTO SCALE G) HARDSCAPE (TYPICAL) ® CLEAN BACKFILL -90% COMPACTION REQUIRED -SEE SPECS @ SAND (TYPICAL) r Ii ·d C, ci · A 1 2 7 @ NON-PRESSURE LATERAL LINE IN SLEEVE 18" MINIMUM DEPTH -I ' ,_, ,,_., ' ' _, ' ,_ ' ' ,_,, ,_, ,,_, ' ,_' ' ,_,, ,_, 1 ,_ @ CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE 3"--t.. ~ ~5!!.-.--.,lr-,,~3" @ PRESSURE SUPPLY LINE IN SLEEVE 18" MINIMUM DEPTH (j) RECYCLED WATER WARNING TAPE ABOVE MAINLINE. ONE 12" ABOVE AND ONE RESTING ON THE MAINLINE NOTES: 1. All sleeves to be Sch.40 PVC ( Sch.BO under vehicle paving). 2. All sleeves shall be 2x the size of the pipe being carried. Min. sleeve size shall be 2". 3. Extend sleeves 12" beyond edge of hardscape on both ends. 4. During installation tape closed ends of pipes until all laterals and wires have been run. SLEEVING NOTE: ALL PRESSURE MAINLINE UNDER DRIVES SHALL BE BURIED TO A 36" MINIMUM DEPTH. NOTTO SCALE DATE INITIAL ENGINEER OF WORK MAINLINE SPECIFICATIONS: CL. 315 FOR 2" OR MORE SCH. 40 FOR 1-1/2" OR LESS. NOTE: ALL PRESSURE MAINLINE UNDER DRIVES SHALL BE BURIED TO A 36" MINIMUM DEPTH. NOTES: 1 . Pipe shall be snaked side to side in trench to allow expansion. NOTE: INSTALL TRUST BLOCKS ON MAINLINE AT DIRECTION CHANGES. (DFINISH GRADE @ CLEAN BACKFILL -90% COMPACTION REQUIRED -SEE SPECS 12" 18" @ PURPLE NON-PRESSURE LATERAL LINE PER LEGEND @ PURPLE COLOR PRESSURE SUPPLY LINE PER LEGEND 1 2 @ PROVIDE 2" OF CLEAN SAND BELOW PRESSURE MAINLINE IF ROCK LARGER THAN 2" IS PRESENT (j) 6" MIN. CLEARANCE FROM HARDSCAPE ( MAINLINE ONLY) @ DIRECT BURIAL, LOW VOLTAGE CONTROL WIRES -INSTALL BELOW PRESSURE SUPPLY LINE. BUNDLE AND TAPE WIRES AT 12' O.C. LOOP @ RECYCLED WATER WARNING TAPE ABOVE MAINLINE. ® CONTROL WIRES AT ALL 90 DEGREE CHANGES IN DIRECTION. SPLICING ONE 12" ABOVE AND ONE RESTING ON THE MAINLINE OF WIRE RUNS IS NOT ALLOWED UNLESS APPROVED BY THE OWNER TRENCHING NOTTO SCALE NOTE: Install per manufaturer's specifications. Use only DBRY-6 wire connectors on all decoder splices in 2-wire path. Contractor shall install grounding plate for every 1000 feet of 2-wire path or every 12th decoder whichever comes first NOTE: ,_....I ,---------------r--~ 1---------l Fill inner case with water proof sealer prior to final assembly. All wire routed between controller and remote control valve shall be a continuous run with no wire splices. Wire splices shall only occur at the remote control valve and controller pigtail ( if required ) --~ L _______________ i--=- G) LOW VOLTAGE WIRE, 3 MAX. @ OUTER CASE OF CONNECTOR @ INNER CASE OF CONNECTOR G) STRIP & TWIST WIRES FOR PROPER CONNETION @ COPPER SLEEVE CRIMP INSTALLED W/ RECOMMENDED TOOL NOTE: Color coded valve wire pairs extending from ICD decoder output station to each valve solenoid shall be colored to match decoder output and may not to exceed 150 feet Red and Blue wire may not be used to extend decoder outputs to solenoid or sensor device as they may later be confused with the two wire path. All decoder wire splices, grounding, intersections or end runs on the two wire path must be connected using DBR/Y-6 Wire connectors. No wire ends shall be left without manufacture approved water proof wire splice properly installed. NOTES: INSTALL PER HUNTER INDUSTRIES SPECIFICATIONS. CONTRACTOR SHALL CONTACT HUNTER SPECIFICATION MANAGER, CHRIS ROESINK, AT 760.703.2474 AND SHALL SCHEDULE PRE-CONSTRUCTION MEETING TO REVIEW INSTALLATION DETAILS AND SPECIFICATIONS IN FIELD. WIRE CONNECTOR NOTTO SCALE APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY. INCLUDING PRECISE P.E. DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE I SHSET I CITY OF CARLSBAD ULl PLANNING DIVISION 4 IRRIGATION DETAILS FOR: LA COSTA TOWN SOUAR£ BUILDING 15 'APPROVED: ~ Gt-8\,\-d1r I ~~"t-1~ DATE PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 01-09 409-4R NOTES: CD ROOT BALL @ 3" MULCH LAYER @ 4" DRAIN GRATE, NDS II (PURPLE, HAND TIGHT FIT) @) BUBBLER HEAD ASSEMBLY. SEE NOTE BELOW. @ 4" SOIL BERM @ FINISH GRADE (i) VALCON ADV CHECK VALVE @ 4"-PERFORATED PIPE W/ FILTER FABRIC WRAP @ SCH. 80 RISER @ P.V.C. LATERAL (PURPLE) @ P.V.C. LATERAL OR SXT 90 ELL @PEA GRAVEL @ PLANTING BACKFILL 1. INSTALL TWO (2) BUBBLER HEAD ASSEMBLIES PER TREE/PALM TRUNK. A). INSTALL (2) BUBBLER$ AT EACH TREE LOCATION. INSTALL ONE BUBBLER IN A 4" PREF. PIPE. INSTALL ONE BUBBLER ON A 6" POP-UP BODY. SEE POP-UP SPRAY HEAD DETAIL. IN TURF AREAS INSTALL BOTH BUBBLER$ IN 4" PREF. PIPES. B). INSTALL (2). BUBBLER$ AT EACH PALM LOCATION. INSTALL BOTH BUBBLER$ ON 6' POP-UP BODIES. 2. TREE BUBBLER SHALL BE INSTALLED IN ITS OWN PREF. PIPE, NOT IN THE DRAIN PIPE. THEREFORE EVERY TREE SHALL HAVE TWO PREF. DRAIN PIPES PER DETAIL IN ADDITION TO ONE PREF. PIPE WITH A BUBBLER. 4 1 CD TREE/PALM BUBBLER INSTALLATION (AT BOXED TREE AND PALM LOCATIONS) NOT USED TESHIMA DESIGN GROUP LANDSCAPE ARCIIlTECTURE • IAND PIANNING 9903 BUSINFSSPARK AVE. SUITE 100 • SAN DIEGO, CA 92131 I'll' ($18) li'll-8824 FAX< ($18) l!lrll82 TOO JOB NO. 15-21 DATE= 2--17-16 -----,7 --,8 NOTTO SCALE 6 Q) PRIMARY MAIN LINE (PURPLE COLOR). SEE PLAN FOR SIZE. @ SUB-MAIN (PURPLE COLOR)- SIZE VARIES. SEE SCHEDULE BELOW MAINLINE SCHEDULE: 1-10 GPM 1" SCH. 40 11-18GPM 1-1/4"SCH. 40 19--25 GPM 1-1/2" SCH. 40 26-39 GPM 2' CL. 315 40-58 GPM 2-1/2" CL. 315 5 7 0 TEE OR ELL WITH REDUCER BUSHING 0 BALL VALVE. SEE DETAIL. @) CONTROL VALVE. SEE DETAIL. 0) QUICK COUPLER. SEE DETAIL. (2) LATERAL LINE (CL. 200). PURPLE COLOR. SEE PLAN FOR SIZE. A-VAL.YE eoxee S!4ALL ee LABELED BY 1-!0T IRON e~INCs ~ ALUMINL.1'1 ~AL TIC BAeE WATE~ PAINT. e-c.oNTFi:OL VALYES SI-IALL eE INeTALLEO TO ALLOW OF-PEF-1.Y ~T Of:: YALvE 60XE$. c-LOCATE VALYE AeecH6l.lES IN $-IRJ6 Of'/: GROIJNOCOVER AREAS OHL Y. D-LOCATICN CF VAL'-11: Ae5EM6LIE5 SI-IALL BE 5TAKED FOFi1: AF'FROYAL BY LANDSCAFE Al'<!CI-IITECT f'Fi!:IOFi:. TO INSTALLATION. E-CENTER VALVE l30XE5 OYER YALYE A&eEMBLE TO FACILITATE ACCESS AND MAINTENANCE. !=-&ET YALYE eoxe:e AT EQJAL ELEVATION5 W/ TOPe, AT 2" Aeove FINISH GRADE IN 51-1~6/ ~DCOVER Ar.EM. G-VAL YE BOXES SHALL SE &ET PARALLEL TO EACI-I OTl4ER AND PERPENDICULAR TO l=DGE OF A~A 14-DO NOT DEFOf;N ~ COLLAPSE VALYE 60X 6Y EXCE&&IVE &OIL COMPATION A~ 60X. HARD5CAFE EDGE i----A ~"!<------------------ PLANTER AREA c r-. 6 6 C 12 II 1:2 II 1:2 II LEGl:ND A-EDGE OF AREA, CUF<e, WALK OR WALL 6-IE>"xll" STANDARD RECTANGULAR YALYc eox C-10" DIA. ROUND YALYc eox VALVE MANIFOLD INSTALLATION (TYPICAL) .24 IN . METER BOX LID Y'IATERMETER . PZ2$~~~ -_ -_ ----f:__/1 r,,--,--,-1t-' z ~ I FOTA6LE SERVICE LINE 10 FT. MIN. TO FOTA6LE MAINLINE IN S~clJ z x z N RECYCLED Y'IATER IRRIGATION MAINLINE H/SLEEYE NOTE, VERTICAL CLEARANCE OF 1.2 IN. MIN. IS MANDATORY HHEN CROSSING FATH OF A FOTA6LE Y'IATER LINE_ INSTALLATION OF RECYCLED Y'IATER IRRIGATION MAINLINE .24 IN. FROM FACE OF SIDEHALK HILL PROVIDE THE NECESSARY 10 FT. HORIZONTAL CLEARANCE FROM FOTA6LE MAINLINE IN THE S~ET. NOTTO SCALE ----------- -------------- 3 ---------------------ti2" 12" MIN. -® CD INSTALL SPRAY HEAD AT ANGLE FOR MAX. THROW IF IRRIGATING SLOPES @ FINISH GRADE OF SOIL OR MULCH WHERE OCCURS @PAVING OR STRUCTURE 0 SPRAY HEADS: 4" FROM WALKS AND CURBS "'-----1---=--J--dJ__::-_::-_=--=--=-~~~~-=--=--=-~~~~~~-=--/ 8" FROM STRUCTURES @ POP-UP SPRINKLER/MP ROTATOR WITH PURPLE CAP AND BUILT-IN CHECK VALVE @ 1/2" MARLEX STREET ELL (MIPT X FIPT}(2) (i) 1/2" SCH. 80 PVC THREADED 6" NIPPLE @ 1/2" MARLEX STREET ELL (MIPT x FIPT) @ PVC PURPLE LATERAL LINE @ SCH. 40 PVC S X S X FIPT TEE OR ELL NOTE: 1. Contractor shall install additional anti-drain valves, as required, to prevent low head drainage 2. Use bottom inlet only 3. Use pop-ups on all heads within 1 O' of walks, lawn, or curbs. POP-UP SPRAY HEAD NOTTO SCALE STREET 5Uf<.FACE POTABLE MAINLINE (SEE IMPROVEMENT DRAHIN<55) :5.5 Ff:f:T ......,_..---,__ RECYCLED HATER. HARNIN5 1.2 IN. MIN. REG!UIRED VERTICAL SEPARATION __.:::,.-TAPE ASOVE MAINLINE. RECYCLED HATER IRRl5ATION MAINLINE NOTE, SEE TRENCHIN5 DETAIL. LEEYE ALL RECYCLED HATER. IAAl5ATION FIFE AND SLEEVES SHALL 6E FUR.FLE AND LABELED. POTABLE MAINLINE CROSSING NOT TO SCALE ® POTABLE SERVICE LINE CROSSING NOTTO SCALE APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY. INCLUDING PRECISE P.E. DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE I SH6ET I lliJ CITY OF CARLSBAD PLANNING DIVISION 4 IRRIGATION DETAILS FOR: LA COSTA TOWN SOUAR£ BUILDING !5 I APPROVED: [~ \ 4--~i-a1r I ?·9•11.. PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: C.T. 0/-09 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 409-4R ~ TOP VIEW 10 ft 0 4' x 4" x 1/4" UL Copper Ground Plate 0 1 O' #6 Soild Copper Ground Wire 0 Cad Weld Connector 1 @ Plastic Valve Box With Cover 0 ICV Valve Box @ Schedule 80 PVC Nipple 10 ft ~ 0~-----.. - 0 Earth Contact Material @) 90° PVC ELL Schedule 40 0 DBR-6 Connector @ Main Line Fitting 0 DBY Connector @ Main Supply Line 11 /----1-tl 0 Hunter ICD-100 @ To Sprinklers 0 ACC 2 WIRE PATH ® Finish Grade 0 Hunter Remote Contol Valve. See Legend 17 10 @f-----0,--11 •--1t--\5 14f---~ NOTES Earth ground should be connected at every 12th decoder, or 1,00011/330 m of wire run, whichever is shorter. The station size of the decoders is not taken into account for grounding purposes ... every 12th decoder module is the rule. The final decoder in any wire run should be grounded. This includes the final decoders in each of the different arms of a "T'', if the arm is more than 500 IV150 m. Install all grounding circuit components in straight lines. When it is necessary to make bends, do not make sharp turns. To prevent the electrode-discharged energy from re-entering the underground cables, all electrodes shall be installed 6 to 8 feet/2 to 2.5 m away from said cables, and at right angles to the two-wire path. If more than one electrode is used to achieve lower resistance, the spacing between any two electrodes shall be 15 to 20 feet/4.5 to 6 m, so that they don't compete for the same soil. The earth-to-ground resistance of this circuit is to be no more than 1 o ohms. If the resistance is more than 1 o ohms, then additional round plates and PowerSet® are to be installed in the direction of an irrigated area. It is required that the soil surrounding copper electrodes be kept at a minimum moisture level of 15% at alt times by dedicating an irrigation station at each controller location. 1 NOTE: DETAIL PROVIDED BY HUNTER INDUSTRIES. NOTES: INSTALL PER HUNTER INDUSTRIES SPECIFICATIONS. CONTRACTOR SHALL CONTACT HUNTER SPECIFICATION MANAGER, CHRIS ROESINK, AT 760.703.2474 AND SHALL SCHEDULE PRE-CONSTRUCTION MEETING TO REVIEW INSTALLATION DETAILS AND SPECIFICATIONS IN FIELD. @ DECODER GROUNDING DETAIL * TESIDMA DESIGN GROUP IANDSCAPE ARCHITECTURE · lAND PIANNING 9903 BUSINFSfil'ARK. AVE. SUITE 100 • SAN DIEGO, CA 92131 PH• 01519 lllHl!24 FAJ!) Ol51I) li'J3--llll2 TOO JOB NO. 15-21 DATE: 2-17-16 NOTTO SCALE \..~i'-1-sr.f+fil/~f ·, . .- NOTE: All ICD 400 DECODERS SHALL HAVE THE FOLLOWING ADDRESS AND CORRESPONDING COLOR ADDRESS 1 = Black ADDRESS 2 = Yellow ADDRESS 3 = Green ADDRESS 4 = White NOTE: All ICD-200 DECODERS SHALL HAVE THE FOLLOWING ADDRESS AND CORRESPONDING COLOR ADDRESS 1 = Black ADDRESS 2 = Yellow NOTES: INSTALL PER HUNTER INDUSTRIES SPECIFICATIONS. CONTRACTOR SHALL CONTACT HUNTER SPECIFICATION MANAGER, CHRIS ROESINK, AT 760.703.2474 AND SHALL SCHEDULE PRE-CONSTRUCTION MEETING TO REVIEW INSTALLATION DETAILS AND SPECIFICATIONS IN FIELD. 1 2 7'------ 2 (D ICD-400 DECODER @ DBY (2 PER VALVE) @ DBR-6 (1 PER CONNECTION) @) 2 WIRE TWISTED ID WIRE @ TO EARTH GROUND INSTALLED PER ASIC GUIDELINES. 1 PER 12 DECODERS OR EVERY 1000ft./330M. @ ADDITIONAL VALVE WIRED IN PARALLEL (MAX OF 2 PER OUTPUT) Cl) GROUND WIRE 3 7 4 "' DECODER TO SOLENOID '-V MAX RUN 150 ft./45M ® ID WIRE PATH TWISTED TO NEXT DECODER @ DBY(4) @) MODEL ICD-200 DECODER @ DBRY-6 (3) ID WIRE CONTROLLER @ ALLOW 5 ft. / 1.5M SLACK PER DECODER 1/2 ON EITHER SIDE OF DECODER TO EARTH GROUND INSTALLED Cl) PER ASIC GUIDELINES. 1 PER 12 DECODERS OR EVERY 1000 ft./330m. ® HUNTER REMOTE CONTROL VALVE PER LEGEND. @ COLOR CODED VALVE WIRES. NOTE: DETAIL PROVIDED BY HUNTER INDUSTRIES. ® HUNTER ICD DECODER INSTALLATION DETAIL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY. INCLUDING PRECISE P.E. DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE I SH7ET I CITY OF CARLSBAD urJ PLANNING DIVISION 4 IRRIGATION DETAILS FOR: LA COSTA TOWN SQUARE BUILDING 15 I APPROVED: ~( C::r--a\..,,,4\--I '? ·"t-I <e DATE PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 01-09 409-4R 16"TO 18" 16" TO 18" NOTE: INSTALL WITH CHECK VALVE AND 0.6 GPH □RIPPERS SPACED AT 18" O.C. SPACETECHLINE RW AT 16"T018"0.C. INSTALL PER MANUFACTURE SPECIFICATIONS. STAKE IN PLACE AT 5 FEET O.C. AND AT EACH CHANGE OF DIRECTION WITH NETAFIM 6" SOIL STAPLE, MODEL TLS6. FINISH GRADE i.----3" MULCH ~SUBGRADE TECHLINE RW □RIPPER TUBING @ TECHLINE RW SUBGRADE INSTALLATION D DRIP REMOTE CONTROL VALVE ASSEMBLY WITH 11--------TECHLINE FILTER AND PRESSURE REGULATOR j :ail VALVE. INSTALL IN PLANTER AREA. SEE DETAIL. PURPLE 1" PVC SCH. 40 SUPPLY HEADER. INSTALL 2" TO 4" FROM EDGE. NOTTO SCALE -)---l I I I I TECHLINE START CONNECTION MALE ADAPTER. SEE DETAIL. I I NETAFIM TECHLINE RW (RECLAIMED WATER) WITH 0.6 GPH I □RIPPERS SPACED AT 18" ON CENTER, MODEL TLRW6-18xx. 1r11-tt+-1 ----SPACE TECHLINE RW AT 16" TO 18" O.C. INSTALL PER I MANUFACTURE SPECIFICATIONS. STAKE IN PLACE AT 5 I FEET 0.C. AND AT EACH CHANGE OF DIRECTION WITH I NETAFIM 6" SOIL STAPLE, MODEL TLS6. I I I -------AREA PERIMETER/HARDSCAPE EDGE ~ I I I I PERIMETER TECHLINE RW □RIPPER TUBING 2" TO 4" FROM EDGE PURPLE 1" PVC SCH. 40 EXHAUST HEADER. INSTALL 2" TO 4" FROM EDGE. t=: ____ ,.. l:::'.I l AUTOMATIC LINE FLUSHING VALVE, MODEL TLOSOMFV-1 NOTES: l~r----.!... _____ PLUMBED TO PVC. INSTALL IN A PLASTIC VALVE BOX (10' 1. CONTRACTOR SHALL CONTACT NETAFIM MANUFACTURES'$ REP AND ROUND) WITH PURPLE BOLT DOWNCOVER. USE STAINLESS SHALL SCHEDULE PRE-CONSTRUCTION MEETING TO REVIEW STEEL BOLT NUT AND WASHER HEAT BRAND 'GV' ONTO LID. INSTALLATION DETAILS AND SPECIFICATIONS IN FIELD. 2. INSTALL ONE TECH LINE OPERATION FLAG (MODEL: 1 O-F-01) PER DRIP LINE ZONE. INSTALL AT FURTHEST MOST POINT FROM THE VALVE LOCATION. INSTALL PER MANUFACTURERS SPECIFICATIONS TECHLINE CV END FEED LAYOUT * TESIIlMA DESIGN GROUP lANDSCAPE ARCHITECTURE · lAND PlANNING 9903 BUSINllSSPARK. AVF. SUITE 100 · SAN DIEGO, CA 92131 l'H' (818) li!!l -'824 FAXi (818) ll!rlll2 TOO JOB NO. 15-21 DATE 2-17-16 NOTTO SCALE ® 3 @ FINISH GRADE TECHLINE ELBOW TECHLINE RW □RIPPER TUBING BLANK TECHLINE -----;------l RWTUBING TECHLINE 3/4" MALE ADAPTER PVC TEE (SxSxT) PURPLE PVC SCH. 40 PIPING / 3"0F MULCH f',c~'::?',/,/:/r',c,':··?··•·\·•,·'•,\r·, C -j_ 12" TECHLINE RW START CONNECTION NOTTOSCALE (§:) 5 ADJUST EQUIPMENT TO PROVIDE 2'' MINIMUM CLEAR 6 0 FL □w -- 9 4 8 (D BRICK SUPPORT (1-EA. CORNER) @ 1 CU. FT. PEA GRAVEL SUMP @ PVC PURPLE MAINLINE 8) PVC PURPLE LATERAL LINE @ HUNTER 1" ICV VALVE FOR RECYCLED WATER, MODEL ICV101G-R-AS-ADJ @ PVC SCH 80 UNION (D NETAFIM TECHFILTER WITH 120 MESH. SEE LEGEND. @ NETAFIM PRESSURE REGULATOR VALVE. SEE LEGEND, @ PURPLE PLASTIC RECTANGULAR VALVE BOX WITH LOCKING LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE.VALVE BOX SHALL BE LARGE ENOUGH TO ACCOMMODATE VALVE ASSEMBLY. @) RECYCLED WATER TAG -CRISTY'S OR EQUAL NOTES: 1. ALL WIRE TO BE INSTALLED AS PER LOCAL CODES. USE WATER PROOF WIRE CONNECTOR· DBRY-6. 2. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL 3. ALL VALVE BOX LIDS SHALL BE BRANDED WITH STATION NUMBER AND STATION 1.0. PROVIDE A STATION NUMBER TAG INSIDE THE VALVE BOX. DRIP REMOTE CONTROL VALVE ASSEMBLY NOTTO SCALE DATE INITIAL ENGINEER OF WORK '' :< :" . • / ' \/ ',/ V y ELEVATION 1. FINISH GRADE OF MULCH LAYER 2. MULCH TOP DRESSING PER PLANTING PLAN 3. POLY TUBING PER IRRIGATION LEGEND 4. FINISH GRADE SECTION 5. STEEL TUBING-SOIL STAPLE (NETAFIM TLS6 OR APPROVED EQUAL) 6. NATIVE SOIL 7. DEPTH OF MULCH PER PLANTING PLAN OR SPECIFICATIONS NOTES: LOCATE STAPLES ALONG TUBING AT ABOUT 5' O.C. AND lWO STAPLES AT ALL FITTINGS (TEES, ELLS, ETC.) AND CHANGES IN DIRECTION DF TUBING. SCRATCH TUBING INTO SOIL SURFACE SO TOP OF TUBING IS AT LEAST FLUSH WITH FINISH GRADE, OR DEEPER. TECHLINE RW INSTALLATION FINISH GRADE PLASTIC VALVE BOX (10" ROUND) WITH PURPLE BOLT DOWNCOVER. USE STAINLESS STEEL BOLT NUT AND WASHER HEAT BRAND 'GV' ONTO LID. AUTOMATIC LINE FLUSHING ----'---,--+f-----lf-- VALVE, MODEL TL050MFV-1 BRICK SUPPORTS (THREE) NETAFIM TECHLINE RW TUBING (RECLAIMED WATER) WITH 0.6 GPH DRIPPERS SPACED AT 18" ON CENTER, MODEL TLRW6-18xx. POLYETHYLENE TUBING WITH STAINLESS STEEL CLAMP INSERT FEMALE ADAPTER (SIZE AS REQ'D) W/ REDUCING BUSHING MPT X 1/2" FPT NOTTO SCALE NOTE: INSTALL AT THE END OF THE TUBING LOCATED BOTTOM OF THE WALL TECHLINE AUTOMATIC LINE FLUSHING VALVE NOTTO SCALE APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY. INCLUDING PRECISE P.E. DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE I SHBET I CITY OF CARLSBAD uTI PLANNING DIVISION 4 IRRIGATION D£TAILS FOR: LA COSTA TOWN SOUAR£ BUILDING 15 APPROVED: (~:, (l 6f. ~l..;,-lt ,-4-J~ PLANNING DATE DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: c.r 01-09 409-4R REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: TREES PLANT LIST CODE BOTANICAL NAME COMMON NAME QTY SIZE NOTES 0 3611 Box Standard. Double Stake. Full heads, Tipuana tipu Tipu Tree 3 Height: 14' min. straight trunks and matching. Must Spread: 7' min. submit photos for approval. See Details 1 and 2. 36" Box Standard. Double Stake. Full heads, 0 Cupaniopsis anacardioides Carrot Wood Tree 3 Height: 14' min. straight trunks and matching. Must Spread: 7' min. submit photos for approval. See Details 1 and 2. Standard. Double Stake. Install stakes 36" Box inside the tree mass per landscape 0 Cupressus sempervirens Italian Cypress 3 Height: 18' min. architect's direction. Full heads, Spread: 3' min. straight trunks and matching. Must submit photos for approval. See Details 1 and 2. NOTE: 1. NSTALLED ALL TREES WITH ROOT BARRIER. ROOT BARRIER SHALL BE BIO-BARRIER. SEE DETAIL 5. PALMS CODE BOTANICAL NAME COMMON NAME l)TY SIZE NOTES All palms shall have equal height and ® 25'-30' straight trunk at the time of Washingtonia 'Hybrid' Hybrid Fan Palm 1 installation. All palms shall be B.T.H skinned. Contractor shall submit photos. See Detail 4. NOTE: , 1. ALL PALMS INSTALLED WITH ROOT BARRIER. ROOT BARRIERS SHALL BE BIO-BARRIER. SEE DETAIL 5. SHRUBS CODE BOTANICAL NAME COMMON NAME QTY SIZE (j) Anigozanthos 'Big Red' Kangaroo Paw 14 5 Gallon ® Ligustrum japonicum 'Texanum1 Texas Privet 107 15 Gallon @ Muhlenbergia capillaris Pink Muhly 28 1 Gallon © Rhaphiolepis indica 'Ballerina' Indian Hawthorn 24 15 Gallon VINES CODE BOTANICAL NAME COMMON NAME QTY SIZE + Mandevilla splendens 'Red Riding Hood' Mandevilla 3 t5 Gallon GROUND COVER BOTANICAL NAME COMMON NAME QTY SIZE Senecio mandraliscae Kleinia Flats Rosmarinus officinalis 'Huntington Carpet' Rosemary Fla1S NOTES: NOTES Full and bushy. See Detail 1. Full and bushy. Plant at 36" 0.C. Maintain as a 36" high hedge. See Detail 1. Full and bushy. See Detail 1. Full and bushy. See Detail 1. NOTES Vine Form. Staked. Remove from nursery stake and attach to trellis with glue on plant ties. See Detail 6. NOTES 9" O.C. See Detail 3. See Notes Below. 9" O.C. See Detail 3. See Notes Below. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FULL COVERAGE AT THE ON CENTER SPACING SHOWN ON THE PLANT LIST. CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING ALL PLANT QUANTITIES. EXISTING LANDSCAPE TO REMAIN CODE BOTANICAL NAME COMMON NAME QTY SIZE [llITil) Existing Landscape EXISTING TREES TO REMAIN CODE BOTANICAL NAME COMMON NAME :;in SIZE ----, , ' ' ' Existing Trees to remian ' • ' ' , ' ..... __ ,/ EXISTING TREES TO BE REMOVED CODE BOTANICAL NAME COMMON NAME '.ITY SIZE ,--, \ Lagerstroemia spp. Crape Myrtle 4 4" Caliper ' ' ' ' , , _____ / NOTES: 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO TREE/PALM REMOVAL. 2. CONTRACTOR SHALL REMOVE ALL EXISTING TREES AS SHOWN ON THE PLAN. WHERE A STUMP GRINDER CAN BE USED, NOTE THE FOLLOWING: NOTES Existing landscape per City approved plan, Drawing# 409-4M to remain. Protect in Place. All existing landscape to remain is located outside of the limit of work line. NOTES Existing trees per City approved plan, Drawing# 409-4M to remain. Protect in Place. All existing trees to remain are located outside of the limit of work line. NOTES Existing tree to be removed. See notes below. CUT TREE FLUSH WITH GROUND AS CLOSE AS POSSIBLE. USE A HEAVY DUTY STUMP GRINDER AND GRIND THE STUMP A MINIMUM OF 24" FROM FINISH GRADE. WHERE A STUMP GRINDER CAN NOT BE USED, NOTE THE FOLLOWING: CUT TREE FLUSH WITH GROUND OR AS CLOSE AS POSSIBLE. IMMEDIATELY SCORE THE STUMP IN TWO DIRECTIONS. IMMEDIATELY AFTER SCORING USE A PAINT BRUSH AND PAINT LIBERALLY AT FULL STRENGTH ORTHO BRUSH KILLER. STUMP MUST BE MOIST. --------------- TESHIMA DESIGN GROUP SEE SHEET 10 FOR PLANTING NOTES SEE SHEET 10 AND 11 FOR PLANTING DETAILS EXISTING TREES PER C.ITY APPROVED PLAN, DRAWING # 40<l-4M. EXISTING TO REMAIN. -FROTE6'f,IN l"l.A6fi-c-Alc1',,, , ,.,· EXISTING TREES TO REMAIN . ARE LQC.A Tf:D ... OUT,i,IDE,OF , THE LIMIT OF 1-!0RK LINE. \ ' I ' .,,/ ..... __ _ \ ' \ EXISTING LA<SERSTROEMIA I SPF. TREES TO BE REMOYE:D ------....,,.llf (4 TOTAL) I ATTACH I MANDEVILLA SPLENDENS 'RED RIDING HOOD' VINE TO TRELLIS (,,IITH 5LIJE ON PLANT TIES. TRELLIS SHALL BE PER AR.c.HITEC. T'S DRAl'IINOO PLANT TEXAS PRIVET HED5E AT 56" O.C.. -- EXISTIN5 LANDSC.APE PER C.ITY APPROVED PLAN, DR.A(,,IIN5 # 40<l-4M. • EXISTIN5 TO REMAIN. FROTEC.T IN PLAC.E. '·ALL EXISTING LANDSCAPE TO REMAIN IS -=-t- LOC.ATED OUTSIDE OF THE LIMIT OF l"IORK 'L)NE. ' / , ..... ___ .,,,, ' I ' / ____ .,,,. -~ '····-··-·· t ..J ·~ --.~l I I ~~I TREE PLANTING NOTES: Plant trees minimum 2' from curbs. Plant trees minimum 7' from sewer lines. Trees shall not be planted in conflict with public utilities. All trees within 5' of any hardscape shall have root barriers. NOTE: Contractor shall contact the landscape architect prior to beginning landscape work so that the landscape architect can review the project utility locations and revise plans accordingly to fully screen all utilities from view. 0 5 ~'o/ 5' 20' 40' North C.ALE, I "=20'-0" LANDOCAPE ARCHITBCI'URE · lAND PLANNING 9'J03 B~ARK AVE. SUITE 100 • SAN DIEGO, CA 92131 PIil (l5ll) Cl9.Hlltl4 FAX' (l5ll) 69)-1182 SEE SHEET 13 AND 14 FOR PLANTING SPECIFICATIONS DATE INITIAL REVISION DESCRIPTION TOO JOB NO. 15-21 DATE: 2-17-16 ENGINEER OF WORK I I , I \ \ ' /-';' I I , I \ \ ', APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREA.S. I SHgET I "AS BUILT" P.E. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD lliJ PLANNING DIVISION 4 PLANTING PLAN FOR: LA COSTA TOWN SQUARE BUILDING 15 APPROVED: ("'-~ E:,\\-etr C+ ,;.4'. ,~ PLANNING DATE DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 01-09 409-4R TESIDMA DESIGN GROUP lANDSCAPE ARCHITECTURE · I.AND PIANNING 9903 BUSINESSPARK AVE. SUITE 100 • SAN DIEGO, CA 92131 I'll) \11!11) 1i1HB24 FAX> \11!11) Ci8-11112 TOO JOB NO. 15-21. DATE: 2-17-16 PLANTING NOTES 1. CONTRACTOR SHALL HAVE A THOROUGH STANDARD SOIL TEST PERFORMED IN THREE DIFFERENT LOCATIONS ON THE SITE AND COMPLETED BY A LICENSED AGRONOMIC LABORATORY PRE-APPROVED BY THE CITY INSPECTOR PRIOR TO AND AFTER LEACHING OF SALTS AND PRIOR TO TO ANY PLANTING OF PLANT MATERIAL. THE SOILS TEST SHALL INCLUDE, BUT NOT BE LIMITED TO, THE TESTING OF SOIL SALT LEVELS, NUTRIENT LEVELS, AND SOIL PERCOLATION. SOIL TEST RESULTS SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO AMENDING THE SOIL. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING AMENDMENTS AND FERTILIZERS AT THE LEVEL INDICATED IN THE SOILS TEST REPORT. CONTRACTOR TO PROVIDE A COPY OF THE SOIL TEST AND AMENDMENTS TO LANDSCAPE ARCHITECT. 2. ALL PLANT MATERIAL SHALL BE APPROVED AT THE PROJECT SITE BY THE LANDSCAPE ARCHITECT PRIOR TO ANY PLANTING. ALL PLANT MATERIAL REJECTED BY THE OWNER OR LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE PROJECT SITE AT NO ADDITIONAL COST TO OWNER. 3. ALL PLACEMENT OF PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 4. ALL PLANT SIZES ARE MINIMUMS. SIZES ARE TYPICAL FOR EACH PLANT SPECIES. ALL PLANTS ARE TO BE FREE OF DISEASE AND SCARS, AND TO HAVE GOOD COLOR, FULL HEADS AND GOOD CALIPER ( 15 GALLON -3/4" MINIMUM, 24" BOX -11/4" MINIMUM, 36" BOX -2" MINIMUM). 5. CONTRACTOR TO INSTALL 3" OF SHREDDED BARK MULCH IN ALL LANDSCAPE AREAS. SUBMIT SAMPLE TO OWNER FOR APPROVAL PRIOR TO BULK DELIVERY TO JOB SITE. 6. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE FULLY WATERED IMMEDIATELY AFTER PLANTING. 7. PRIOR TO PLANTING, ALL PLANTING AREAS SHALL BE FREE OF WEEDS, ROCKS AND DEBRIS. RAKE AND FINE GRADE ALL PLANTING AREAS PRIOR TO PLANTING. APPLY PRE-EMERGENT HERBICIDE IN ALL AREAS PRIOR TO SPREADING MULCH. 8. UPON COMPLETION OF PLANTING OPERATIONS AND BEFORE ANY SITE OBSERVATIONS, REMOVE ALL EXTRANEOUS MATERIAL AND DEBRIS, AND BROOM AND WASH THE AREA CLEAN. 9. ROOT BARRIERS SHALL BE INSTALLED WITH ALL TREES THAT ARE WITHIN FIVE (5) FEET OF ANY HARDSCAPE. INSTALL ROOT BARRIER ALONG THE PROPERTY LINE FOR EACH TREE PLANTED AT THE NORTH AND EAST PERIMETER. INSTALL ROOT BARRIERS ADJACENT, AND PARALLEL TO, EDGE OF HARDSCAPE. BARRIERS SHALL BE FIVE (5) FEET IN LENGTH MINIMUM ON EACH SIDE OF TREE AND 29" DEEP. ROOT BARRIERS WILL NOT BE WRAPPED AROUND THE ROOTBALL. ROOT BARRIER SHALL BE BIO-BARRIER. 10. ALL PLANTS MUST BE CONTAINER GROWN AS INDICATED IN THE PLANT LIST. 11. ALL TREES MUST BE STRAIGHT TRUNKl=D AND FULL HEADED AND MEET ALL Rl=QUIREMENTS SPl=CIFIED. 12. ALL TRl=ES MUST BE STAKED AS SHOWN IN THE DETAILS. 13. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE Rl=SPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITll=S DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURl=S, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 14. THE CONTRACTOR IS Rl=SPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 15. CONTRACTOR IS Rl=SPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVl=RY AND PLANTING PER SPECIFICATIONS TO MAINTAIN Hl=ALTHY PLANT CONDITIONS. 16. THE CONTRACTOR IS Rl=SPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THI= PLANT MATl=RIALS FOR THE PERIOD OF TIME SHOWN IN SITEWORK SPECIFICATIONS. 17. THE CONTRACTOR SHALL COMPLETELY GUARANTEI= ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE SITl=WORK SPECIFICATIONS BEGINNING ON THI= DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL Rl=PLACEMENTS Bl=FORE THE END OF THI= GUARANTEE PERIOD. 18. ANY PLANT MATERIAL WHICH Dll=S, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY Rl=MOVl=D FROM THE SITE AND Rl=PLACED WITH MATERIAL OF THE SAME SPECll=S, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 19. LOCATIONS OF EXISTING BURIED UTILITY LINl=S SHOWN ON THI= PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO Bl= CONSIDERED APPROXIMATE. IT SHALL BE THI= RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINl=S AND ADJACENT TO THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD. 20. CONTRACTOR SHALL ACCEPT AND TAKE Rl=SPONSIBILITY FOR ALL TREES DELIVERED TO THE SITE AND PROVIDE A ONE-YEAR WARRANTY. DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN A Hl=ALTHY, VITAL CONDITION 21. THROUGHOUT THE CONSTRUCTION PERIOD. ALL PLANT MATERIALS QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE 22· RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN. 23. ALL PLANT MATERIAL SHALL Bl= APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. THIS MAY BE DONE EITHER AT THE SITE OR AT THE NURSERY. CONTRACTOR SHALL PAY FOR THE LANDSCAPE ARCHITECT'S TIME AND MILEAGE FOR ALL NURSERY VISITS. 24. THI= CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRl=D PERMITS PRIOR TO COMMENCING LANDSCAPI= INSTALLATION. 25. ALL LANDSCAPE AND IRRIGATION INSTALLATION SHALL CONFORM AND FULLY COMPLY WITH THI= CITY OF CARLSBAD STANDARDS. 26. ALL LANDSCAPING SHALL BE INSTALLED PRIOR TO OCCUPANCY. 27. SUBMIT PHOTOGRAPHS OF TYPICAL TREI= FOR EACH VARIETY AND SIZE, TO Bl= PROVIDED UNDER THIS CONTRACT FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO DELIVERY TO THE PROJl=CT SITE. 28. ANY EXISTING LANDSCAPE THAT IS DAMAGED AS PART OF THIS PROJECT SHALL BE REPAIRED. 29. THE CONTRACTOR SHALL FINE GRADE ALL PLANTING AREAS, FILLING AS Nl=EDED OR REMOVING SURPLUS DIRT, REMOVING ROCKS AND DEBRIS OVER 1/2 INCH IN DIAMETER, AND FLOATING TO SMOOTH AND UNIFORM GRADE. ALL AREAS SHALL SLOPE TO DRAIN. ALL SLOPES SHALL BE GRADED TO ELIMINATE WATER AND SOIL RUNOFF ONTO SIDEWALKS AND HARDSCAPE. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE SURFACE DRAINAGE (2% GRADE} AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 30. LONG TERM MAINTENANCE OF THIS PROJECT SHALL BE PROVIDED BY THE OWNER. DATE INITIAL ENGINEER OF WORK 6 9 G) ROOTBALL. ® ® CROWN -1/2" ABOVE FINISH GRADE. FINISH GRADE. @) FINISHED GRADE AT SLOPE. @ 2X ROOTBALL DIAMETER. @ BACKFILL MIX (SEE SPECS.). (J) PLANT TABLETS (SEE SPECS). 1 2 ® ® ® 10 3 --- 4" HIGH WATERING BASIN (IF REQ'D). UNDISTURBED NATIVE SOIL. FOR ALL SHRUBS AND TREES PLANTED ON THE SLOPE THE REAR AND FRONT OF THE PLANTING PIT SHALL BE GRADED TO 1 :1 SLOPE. COVER SLOPE WITH EROSION CONTROL FABRIC. TREE/ SHRUB PLANTING CD NOTTO SCALE 12 • • ROOT6ALL7 _,,--@ ! 11 c-\.L~-~RA~ PIPE f 1 2 DIRECTION : I OF IAIIND 1 ~I I l I '---~--' TREE ~BBLER PIPE 12 ~~-(;\ DRAIN PIPE ;"" ~ NL!RWRY ;---.....:1(::Jj'--<J"J o;--ft------:::-5TAKE TO PLAN VIEW ------ l=I z . ) -z ) 0 ~~j4=~:::---( I REMAIN '' i::==:;~: :=s=:;1..-__.c:,~0 5 '' '' '' '' Nl: ': -111=111=11 ~ ! 0 0 g 0 rffirffirl 1 )----~If- ';'.,c\~ - NOTE, PROVIDE DOUBLE STAKE TO ALL TREES. CUT STAKE &' BELOW TREE CANOPY. NOTE, TREES IN TURF AREAS TO RECEIVE TREE TRUNK PROTECTOR AT BASE. SHALL BE "ARSOR<SARD" BY DEEP ROOT. I -(2) 2 IN. DIA X 10 FT. LONe LODoEPOLE PINE STAKES, SET PERPENDICULAR TO 2- PREVAILINe HINDS. USE I2FT. LONe LODeEPOLE FOR ALL THE TRISTANIA TREES. VINYL TREE TIE (2 rscfd per otal<.s!, OR EQUAL. INSTALL AT POINT&' ABOVE WHERE TREE TRUNK WILL BE 1-lELD UFRIC.1-lT AND NOT BEND OVER. INSTALL FER MANUFACTURE'5 5FECIFICATION5. 5 -SET CROHN 2 IN. ABOVE FINISH oRADE. 4 -CUT TOP SECTION OFF OP STAKE &" BELOH TREE CANOPY. 5 -FINISH oRADE. 6 -BACKPILL(SEE SPEC.) PUDDLE AND SETTLE. SET TREE 2 IN. ABOVE FIN. oR. 1 -2 X ROOTBALL DIAMETER. e, -5 IN. v-lATERINo BASIN, EXCEPT IN LAHN AREAS. REMOVE AFTER MAINT. PERIOD. q -PLANT TABLETS. INSTALL FER MANUFACTURER'S SPECIFICATIONS. 10 -PLACE STAKES OUTSIDE OF ROOTBALL. 11 -FIN. eRADE AT EXISTINe SLOPE (AS REGl'D). 12 -4" PERFORATED PIPE v-1/BLACK ROUND oRATE CAP - 5' MIN TO i' MAX. LENoTH HRAPFED HITH FILTER FABRIC - I PER 15 eALLON TREE - 2 PER 24" AND 56" BOX TREE - I FOR A TREE BUBBLER IN SHRUB AREAS. SEE DETAIL. TREE BUBBLERS SHALL BE INSTALLED IN ITS OHN PIPES IS -5/4" eRAVEL DRAINAoE SUMP HITH FILTER FABRIC EDeE 14 -6'-0" MAXIMUM 15 -I0'-0" MAXIMUM 16 -TREE PIT-FILL AND SETTLE HITH HATER A MIN. OF 24 HOURS PRIOR TO PLANTINo. 11 -TREE TRUNK TREE DOUBLE STAKING AND DRAINAGE ® NOTTO SCALE APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY. INCLUDING PRECISE P.E. DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE UQJ CITY OF CARLSBAD I S1E4S I 0 PLANNING DIVISION PLANT/NC NOTES ANO DETAILS FOR: LA COSTA TOWN SQUARE BUILDING 15 I APPROVED: f¾:J,( &r-e:iLo 1t I -2,, -"\' . I c..., PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 01-09 409-4R * TESIDMA DESIGN GROUP LANDSCAPE ARCHITECTURE · lAND PIANNING 9903 BlJSINBSfil'ARK AVE. SUITE 100 • SAN DIEGO, CA 92131 I'll> (858> li!I.Hlll24 FAX• (858> 6J3-1182 TOG JOB NO. 15-21 DAIB 2-17-16 (D 2 INCHES @ PREPARED SOIL @ FINISH GRADE OR WALK (3) EQUAL (X) -SEE PLANT LIST @ PLANT TABLET @ CONCRETE CURB OR HARDSCAPE IMPROVEMENT. AS INDICATED ON PLAN. (!) EQUAL 1 /2 (X) 5 PLAN GROUNDCOVER PLANTING NOTE: ROOT 6ARRIER5 SHALL 6E INSTALLED WHEN TREE 15 WITH-IN 5 FT. OF ANY HARDSGAPE, AND SHALL 6E INSTALLED ADJACENT TO THE HARDSGAF'e ONL 'f PER THE MANUF. SPECIFICATIONS. 610-SARRIER SHALL SE :2"1" DEEP ,-----------HARDSGAF'e IN. VARIES ~--i+---------l--1 IN. AT i\JRF I -TREE TRUNK :2 IN.AT5HRUS 610-SARRIER AVALIA6LE AT H'l'DRO-SGAPE SAN DIEOO, CA. •-1 ;5 :2 -610-SARRIER 10' TOTAL LENGTH -5' EITHER DIRECTION 5 -EDISE OF HARDSGAF'e (CURS, PAVING, PAD, ETC.) ROOT BARRIER 15 4 1 NOTTO SCALE @ 4 ' DATE INmAL ENGINEER OF WORK REVISION DESCRIPTION 5' II 2 5 I -PALM TRUNK "SKIN" AS REQ'D WITH APPROVED METHOD (DIAMOND CUT) 2 -PLANT TABLETS. SEE SPECS 5 -FINISH GRADE 4 -ROOTBALL 5 -BACKFILL 100% WASHED PLASTER SAND 6 -5 FEET MINIMUM 1 -1'X1' DIAMETER 8 -BROWN TRUNK HEIGHT "I -WATER\NcS BASIN (6" HIGH) 10 -4" PERFORATED PIPE WBLACK ROUND eRATE CAP -1' MIN TO 10' MAX LENGTH WRAPPED WITH FILTER FABRIC -24" MIN. BELOW ROOTBALL II -:3/4" GRAVEL DRAINAGE SUMP WITH FILTER FABRIC EDGE -5' MIN. BELOW ROOTBALL 12 -FRONDS -TIE W SINGLE STRAND OF ORGANIC. MATERIAL UNTIE AT END OF MAINT. PERIOD 1:3 -:3" OF BARK MULCH NOTE, ALL BACKFILL TO BE Y'IA TER JETTED DURING PLANTING FOR MAXIMUM STABILl1Y. ALL PALMS TO HAVE DIAMOND CUT TRUNK. PALM PLANTING NOTTO SCALE G) TRELLIS SURFACE. @ VINE ATTACHED TO SURFACE WITH CLEAR PLASTIC TIES. @ NURSERY STAKE/ ESPALLIER (TO BE REMOVED) @) SET ROOT BALL TIGHT TO FOOTING. REMOVE ANY EXCESS CONCRETE IF NECCESARY. @ 4" HIGH WATERING BASIN. @ FINISH GRADE. (j) PLANTING TABLET -SEE PLANTING SPECIFICATIONS. @ BACK FILL MIX -SEE PLANTING SPECIFICATIONS. @ UNDISTURBED NATIVE SOIL @ PIT DIAMETER - 2 X DIAMETER OF ROOT BALL. {U) CROWN -1/2" ABOVE FINISH GRADE. @ MIN. 4" BELOW FINISH FLOOR OF BUILDING. VINE PLANTING NOTTO SCALE APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY. INCLUDING PRECISE P.E. DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE uTI CITY OF CARLSBAD I S1E4S I 1 PLANNING DIVISION PLANTING DETAILS FOR: LA COSTA TOWN SQUARE BUILDING 15 I APPROVED: (i:.?L(j ~ ~~~ I ?-"f, (c.:, PLANNING DAlE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL Cl1Y APPROVAL RVWD BY: C. T. 01-09 409-4R SECTION 02480 IRRIGATION PART 1 -GENERAL 1.01 GENERAL CONDITIONS: A. The General Conditions, Special Conditions, and Division 1 are an added part of this section and contract for this work and apply to this section as fully as if repeated herein. 1.02 SCOPE: A. The work includes all services, labor, materials, transportation and equipment necessary to perform the work indicated on the Drawings and as specified. The General Conditions and Division 1 apply to this section as fully as if repeated herein. 1. Related Work: (a) Landscaping Section (02900) 1.03 SUBMITTALS: A. Submit a list of all irrigation equipment to be used, manufacturer's brochures, maintenance manuals, guarante_r,-s and operating instructions. 1.04 GUARANTEE: A. Furnish guarantee in accordance with general conditions, for a period of one (1) year from date of final acceptance -at conclusion of the Maintenance Period -on complete water irrigation system, including nonsettling of backfill in trenches which, if occurs, shall be corrected, including repairs and/or replacement of any material damaged thereby or therefrom. 1.05 OBSERVATION: A. In all coses where observation of sprinkler system work is required and/or where portions of work are specified to be performed under direction and/or observation of City Inspector and Architect or his representative, Contractor shall notify City Inspector and Architect at least three (3) working days in advance of time such. inspection and/or direction is required. B. Observation will be required for the following parts of the work: 1. Upon installation and testing of main lines and lateral lines; when pipes are laid and are to be submitted to pressure tests. Do not cover any lines until they have been observed and approved. 2. Upon installation and testing of valves, quick couplers, backflow preventer device, automatic controllers. and control valves and wires. 3. When sprinkler system is completed, Contractor, in the presence of Architect, shall perform a coverage test to determine if coverage of water afforded the lawn and planting areas is complete and adequate. Contractor shall furnish all materials and perform all work required to correct any inadequacies to cover. 4. Final observation and performance test shall be at the same time as final observation of the landscape work. 1.06 TESTING: All PVC main and lateral lines shall be subjected to a pressure test of 125 PSI for a period of four hours. All testing shall be in the presence of the City Inspector and Architect. Approval shall be received before backfilling any trench. Do not cover any lines until they have been observed and approved. 1.07 RECORD DRAWINGS (AS-BUILT DRAWINGS): A. Before final acceptance of work. Contractor shall provide a record set of drawings showing sprinkler system work. 1. The final as-built plans should be prepared by the landscape architect from dimensions provided by the contractor. 2. The final as-built plans will be required to be reviewed and approved by the City and final plans will be required to be approved and signed by the City prior to City release of securities. 3. Any changes in location of items or type of installations from that shown on drawings shall be so indicated on the record drawings. 4. Valves shall be numbered and corresponding numbers shall be shown on record drawings. 5. All remote control valves, shut-off valves, quick coupler valves, meters, controllers, mainlines shall be located by measured dimensions. Dimensions shall be given to permanent objects and shall be to nearest one-half foot. All mainline changes in direction shall be located by measured dimensions. 6. On the inside surface of the cover of each Automatic Controller, prepare and mount a chart showing valves and sprinkler heads serviced by that particular controller. All valves shall be numbered to match operation schedule and drawings. Only those areas controlled by controller shall be shown. This chart shall be a plot plan, entire or partial, showing building, walks, roads and walls. A photostatic print of this plan, reduced as necessary and legible in all details, shall be made to a size that will fit into the controller cover. This print shal.l be approved by the Architect and shall be hermetically sealed by plastic. This shall then be secured to inside of cover. 7. Immediately upon installation of any buried pipe or equipment, Contractor shall indicate on the drawings locations of said equipment. Dimensions shall be given from permanent abjects such as buildings, sidewalks, curbs and driveways. 1.08 GENERAL REQUIREMENTS: A. Code Requirements shall be those of State and Municipal Codes and regulations locally governing this work, providing that any requirements of the Drawings and Specifications, not conflicting therewith but exceeding the Code Requirements shall govern, unless written permission to the contrary is granted by the City Inspector. B. Extreme care shall be exercised in excavating and working in the area due to existing utilities. Contractor shall be responsible for damages caused by his operations. C. Connections shall be made at approximate locations shown on drawings. Contractor shall be responsible far minor changes caused by actual site conditions. D. Landscape headers and mowing strips shall be in place before installation of sprinkler system. E. Scaled dimensions are approximate. Before proceeding with any work, Contractor shall carefully check and verify all dimensions. F. Plan locations of sub surface lines, valves, controller and pipe lines are diagrammatic and indicate the spacing and relative locations of all installations. G. All lines shall have minimum clearance of six (6) inches from each ather, and from lines of other trades. Parallel lines shall not be installed directly aver one another. H. Dielectric bushings shall be used in any connections with piping of dissimilar metal materials. I. Point of connection shall be approximately as shown on drawings Connect new underground piping and valves and provide all flanges, adapters or other necessary fittings for connection. J. Permission to shut off any existing in-use water lines must be obtained 48 hours in advance, in writing from Owner. Contractor shall receive instructions from Owner, as ta the exact length of time of each shut-off. K. Contractor shall acquaint himself with all site conditions. * TESHIMA DESIGN GROUP IANDSCAPE ARCIDTECTURE · lAND PLANNING 9903 BUSJNFsg>ARK AVE. SUITE 100 • SAN DIEGO, CA 92131 I'll' (1!11) l9H8l4 FAJO (1!11) IIB-ll82 TOO JOB NO. l.S-21 DA'IB 2-17-16 PART 2 -PRODUCTS 2.01 MATERIALS: Pipe sizes shown are nominal inside diameter unless otherwise noted, 1. PVC Pressure Mainline Pipe Fittings: All buried private piping in the reclaimed water system shall be installed with warning tape identifying it as reclaimed water with the exception of intermittent pressure lines. Intermittent pressure lines (lin.e on the downstream side of a controller valve that will not be subject to constant pressure) may be excepted as long as it is apparent. due to line size and location as determined solely be the District Engineer of City Inspector, that the lines are part of a reclaimed water sprinkler irrigation system. Stenciled pipe. as specified below, will be accepted in conjunction with warning tape. (a) Pressure mainline piping for sizes 2" and larger shall be PVC Class 315, and shall be purple. (b) Pipe shall be made from an NSF approved Type 1, Grade 1, PVC compound conforming to ASTM Resin Specifications "D1784". All pipe must meet requirements as set forth in Federal Specifications PS-22-70, with an Appropriate Standard Dimension (S.D.R.) - (Solvent Weld Pipe). (c) Pressure mainline piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent welded joints, and shall be purple. (d) Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to the ASTM Resin Specifications "D1785", All pipe must meet requirements as set forth in Federal Specifications PS-21-70. (e) PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM Test Procedure D2466. (f) Solvent cement and primer for PVC solvent weld pipe and fittings shall be of type and installation methods prescribed by the manufacturer. Mainline pressure pipe shall be solvent welded utilizing a two step process with primer and gray glue. (g) All PVC pipe must bear the following markings. 1. Manufacturer's Name 2. Nominal Pipe Size 3. Schedule or Class 4. Pressure Rating in P .S.I. 5. NSF (National Sanitation Foundation) Approval 6. Date of Extrusion (h) All fittings shall bear the manufacturer's name of trademark, material designation, size, applicable I.P.S. Schedule and NSF Seal of Approval. A.C.P., 4" and above, shall have the wards "RECLAIMED WATER" stenciled in 2-inch green letters on both sides of the pipe in at least three places in a 13-foot section of pipe (total of six places per section of pipe). All pipe shall have stenciling appearing on both sides of the pipe with the marking "RECLAIMED WATER" in 5/8" letters repeated every 12 inches. 2. PVC Non-pressure Lateral Line Piping (a) Nan-pressure buried lateral line piping shall be PVC Sch 40 with solvent-weld joints, and shall be purple. (b) Pipe shall be made from ASTM Specifications "D1784". Specification PS-22-70 with NSF approved, Type 1, Grade 11 PVC compound conforming to All pipe must meet requirements set forth in Federal an appropriate Standard Dimension Ratio. (c) Except as noted in Paragraphs (a) and (b) of Section 2.01.A.1(a) and (b), all requirements for non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure mainline pipe and fittings as set forth in Section 2.01.A.1 of these specifications, (Primer not required). All unsized end run later lines shall be 3/4" PIPE. 3. Polyvinyl Chloride Pipe Fittings and Connections: Type II, Grade 1, Schedule 40, high impact molded fittings, manufactured from virgin compounds as specified for piping, tapered socket or molder thread type, suitable for either solvent weld or screwed connections. Machine threaded fittings and plastic saddle and flange fittings ore not acceptable. Furnish fittings permanently marked with following information: Nominal pipe size, type and schedule of material, and National Sanitation Foundation (NSF) seal of approval. PVC fitting shall conform to ASTM D2464 and D2466. C. Automatic Control Wire: 1. Electric wiring running from Controller to Automatic control valves shall be Na. 14, solid, single conductor, copper wire, 4/64 inch insulation, 4/64 inch neoprene jacket, style BR (Direct Burial) or equal, color code wires to each valve, common wire shall be white. D. Automatic Controller: 1. Controller shall be furnished and installed complete with all water, electrical and drainage services, ready for operation. Unit shall be electric, self-contained outdoor type, wall-mounted. or approved equal. See detail for controller enclosure. 2. Unit shall have a minimum stations as shown on Irrigation Legend. 3. Controller shall be the latest model of the particular manufacturer supplied. 4. Unit shall be 120-volt, 60-cycle controller, be completely automatic and shall function optionally with or without the clock. 5. Any station may be repeated independently in any 24 hours. 6. Stations shall be adjustable from 1 to 59 minutes. 7. Control panel shall be removable plug-in type. 8. Mechanism shall be housed in sturdy, vandal-proof case, manufactured of 14-gauge steel, or case aluminum; furnished for maximum exterior protection. 9. The clock and all working parts of the controller shall be contained within one protecting cover. E. Control Valves: 1. Remote Control Valves shall be of all Plastic body. Valve shall be provided with an adjustable flow control stem and shall be operable manually without electricity. F. Valve Box: 1. For remote control valves 9-1/2" x 16" x 11" rectangular box manufactured by Corson Industries #14129-128 with purple bolt down cover or approved equal. 2. For ball valve: approved equal. 10" x 10'1/4" round, Carson Industries #910-128 with purple bolt cover or Extension sleeve to be PVC-6" minimum size. L. Contractor shall provide to the Owner: 1. Two (2) Control Valve keys. 2. Two (2) wrenches for removing each different type of sprinkler head. 3. One (1) 48" tee wrench for operating gate valves. 4. Six (6) quick coupler keys and six (6) hose bib assemblies. 5. Five (5) keys for opening and locking each automatic controller. M. Pressure regulator shall be bronze with screw fitting. See details and drawing. PART 3 -EXECUTION 3.01 GENERAL REQUIREMENTS: --- A. Locations on drawings are diagrammatic and approximate only, and shall be changed and adjusted as necessary as directed to meet existing conditions and obtain complete water coverage. Locate and stake all work and obtain approval of Architect before installations. B. Install and extend system as shown on drawings. and as necessary to carry out the intent of Drawings and Specifications. C. Locate lines, valves and other underground utilities and receive approval of Architect before digging trenches. 3.02 INSTALLATION OF IRRIGATION SYSTEM: A. Excavation and Backfilling of Trenches: 1. Excavate trenches, prepare subgrade, and backfill to line and grade with sufficient room for pipe fittings, testing and inspecting operations. Do not backfill until pipe system has been subjected to hydrostatic test as specified. 2. Depth of cover in the Trench: Polyvinyl Chloride Pressure Line 18" minimum Polyvinyl Chloride Non-Pressure Line 12" minimum Polyvinyl Chloride Non-Pressure Lines for drip system lateral lines shall be installed at 12" depth. Installation of Polyethylene Distribution tubing: Distribution tubing shall be cut into lengths that will allow tubing to lay in a relaxed manner from emitter point (at shrub stem). Allow two_ (2) distribution tubes per plant. Tubes shall be pressed firmly onto emitter barb so the tube end comes into contact with emitter body at base of barb. 3. Trenching through areas where topsoil has been spread: (a) Deposit topsoil on one side of trench and subsoil on opposite side. 4. Subsoil shall be free of all rocks over one (1) inch in diameter, debris. and litter, prior to use as backfill where so indicated on detail. 5. Repair any leaks and replace all defective pipe fittings until lines meet test requirements. Do not cover any lines until they have been inspected and approved for tightness, quality of workmanship and materials. 6. Backfill trenches, ofter approval of piping, with suitable and approved material, tamping soil around pipe and thoroughly compacting all trench fills until 90% compaction has been achieved. 7. Backfill material shall be approved soil, free from rocks and clods. B. Installation of Polyvinyl Chloride Pipe: 1. Because of the nature of plastic pipe and fittings, exercise caution in handling, loading and storing. to avoid damage. 2. The pipe and fittings shall be stored under cover until using, and shall be transported in a vehicle with a bed long enough to allow length af pipe to lay flat so as not to be subjected to undue bending ar concentrated external laad at any point. 3. Any pipe that hos been dented or damaged shall be discarded until such dented or damaged section is cut and rejoined with a coupling. 4. Trench depth shall be as specified above from the finish grade to the top of the pipe. The bottom of trench shall be free of rocks, clods, and other sharp-edged objects. 5. Pipe ends and fittings shall be wiped with P68 Primer, or equal, before welding solvent is applied. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. All field cuts shall be beveled to remove burrs and excess before fitting and gluing together. 6. Pipe shall be snaked from side-to-side of trench bottom to allow for expansion and contraction. 7. Center laad pipe with small amount of backfill to prevent arching and slipping under pressure. Leave joints exposed for inspection during testing. 8. No water shall be permitted in the pipe until inspections have been completed and a period of at least 24 hours has elapsed for solvent weld setting and curing. 9. Plastic to metal joints: Solvent-weld, using solvent recommended by pipe manufacturer only. 1 O. Plastic to Plastic Joints: Solvent-weld, using solvent recommended by pipe manufacturer only. 11. Solvent-weld Joints: Assemble per manufacturer's recommendation. 12. Thrust block shall be installed as per detail. C. Remote Control Wiring: 1. Direct Burial Control wire sizes: As shown and specified herein before. 2. Provide one control wire and one common ground wire ta service each valve in system. Provide 4-foot minimum expansion loop at each valve to permit removal and maintenance of valves. 3. Install control wires and irrigation piping in common trenches wherever possible. 4. Control Wire Splices: Allow only on runs of more than 300 feet, splices as follows: (1) Strip off minimum of 2-1/2 inches of insulation from each wire. (2) Twist on Scotchlock electrical spring connector, minimum four complete turns. (3) Seal connector in epoxy resin. (4) Tape completed splice with Scotch 33 electrical tape. 5. Numbering and Tagging: Identify direct burial control wires from automatic valves to terminal strips of controller at terminal strip by tagging wire with number of connected valve. D. Automatic Controller: 1. Automatic Controller shall be installed as shown and directed, Controller shall be tested with complete electrical connections. Contractor shall be responsible for temporary power to controller for operation and testing purposes. 2. Connections to control wiring shall be made within the pedestal of the controller. All wire shall follow the pressure main insofar as possible. 3. Electrical wiring shall be in a rigid PVC plastic conduit from controller to electrical outlet. The Electrical Contractor shall be responsible for installing all wiring to the sub-panels, clocks, or elsewhere as required, in order to complete this installation. A disconnect switch shall be included. 4. Controller shall have a master switch. It shall be possible to operate each valve manually, independent of clock of any other valve. F. Valve Box: 1. Install valve boxes as shown on detail. Install no more than one valve per box. Stencil valve number and controller letter on underside of valve box lid. "DO NOT DRINK" Tag attached to irrigation valve box (See Note #7 on Sheet 1) G. Sprinkler Heads: 1. All sprinkler heads shall be installed as per details shown. 2. Nozzle size of all heads shall be adjusted to suit any particular conditions of the area. This shall be done after the system has been thoroughly tested, immediately after written notification by the Architect to do so. H. Quick Coupler Assembly: 1. Install all quick couplers as indicated on drawings and as directed. Set all valves plumb and true to finish grade and a maximum of 12 inches from paving, walks, headers or curbs, and as shown on plans and as directed. I. Ball Valves: 1. Install where shown as detailed. J. Back/low Preventer: 1. Backflow preventer assembly shall be installed in accord with Olivenhain Municipal Water District standard specifications. located as directed on drawings, and shall conform to all applicable code and ordinance requirements. Olivenhain Municipal Water Distric Backflow Specialist shall approve location and installation (760} 753-6466. 2. Exact location and positioning shall be verified on the site by Architect and Olivenhain Municipal Water District. K. Pressure Regulator if needed shall be installed as per drawings and detail. Verify final location with Architect. L. Installation of Anti-Drain Valves: Anti-drain valves shall be installed in the riser assemblies of all sprinkler heads that do not have manufacturer installed anti-drain devices. M. Install quick couplers and remote control valves adjacent to walks and curbs in shrub planting areas. Install quick coupler valves no further than 150 ft. apart. N. Sleeving: 1. Crossing of vehicular path with irrigation pipe or wiring shall be avoided wherever possible. If a crossing must be made, Schedule 80 PVC sleeves shall be installed at a minimum depth of 30" below finish grade. 2. Irrigation lines under pedestrian paving shall be installed in Schedule 40 PVC sleeves at a minimum depth of 18" below finished grade. 3. Sleeve sizes for irrigation lines shall be a minimum of two (2) times the size of the line it serves. 4. Controller wires located under streets or other permanent improvements shall be installed in separate PVC sleeves and corresponding to type and depth as specified on 1 and 2. 3.03 CLEAN-UP: A. As project progresses, Contractor shall maintain unsightly debris as necessary. After completion of debris and containers used in accomplishing work. asphalt, and concrete areas adjacent to plantings. *** APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. all areas in a neat manner and remove the project, Contractor shall remove all He shall sweep and clean all sidewalks, "AS BUILT" P.E. REVIEWED BY: INSPECTOR DATE DATE G. Sprinkler Heads shall be as required on the drawings or approved equal. I. Ball Valves: l----t---+----------1----+--t---+---l ~2 CITY OF CARLSBAD I SH1E4ETS I LlU PLANNING DIVISION ::==:'...======:::::::::::::::::::::::::====='....::::::===:::: 1. Ball valve 1 inch size to 2 inch size shall meet ASTM standards with seals which ore self adjusting to compensate wear. Ball valves shall have molded micro-finish ball with low torque requirements to operate unit manually. Ball valve shall have a patented feature -"Preloaded" stem seal and impact resistant handles. 2. Product: 1" -2" size (King Bros. Lo-torque boll valve models Lt. size (King Bros. Block true union ball valve models Valencia, California (800)541-2672 or (805)257-3262. J. Concrete footings shall be 2,000 psi concrete at 28 days. K. Backfill shall be clean fill soil. 1000-t thru Lt.2000-t) 2" -4" 91384 Phone: DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL /RR/CATION SPECIFICATIONS FOR: I APPROVED: PLANNING DWN BY: CHKD BY: RVWD BY: LA COSTA TOWN SQUARE BUILDING 15 ~i s:-~\.....11' ~ -"'f. \le DATE PROJECT NO. DRAWING NO. C. T. 01-09 409-4R I SECTION 02900 LANDSCAPING PART 1 -GENERAL 1.01 GENERAL CONDITIONS A. Drawings and General Provisions of Contract, including General and Supplementary conditions and Division 1 Specification sections apply to work of this section, and must be fully considered in connection therewith. 1.02 SCOPE A. The work includes all services, lobar, materials, transportation and equipment necessary to perform the work indicated on the drawings and as specified herein Ond as required to complete properly the contract. 8. Related Work: 1. Irrigation (Section 02480) 1.03 SUBMITTALS A. See requirements in General Conditions, and Section 01340. 8. Contractor shall submit a typewritten list with specifications of all feasible materials, including soil amendments, fertilizers, plant materials, etc., with quantities of each. 1.04 DEFINITIONS OF TERMS A. "Planting Area" shall mean all areas to be seeded, sodded, planted with trees, shrubs, and/or groundcovers. 1.05 GUARANTEES AND REPLACEMENTS A .. Plant Materials: Plants (15-gallon size and larger) shall be guaranteed to live and grow in healthy condition during the agreed upon 90 day maintenance period or until final acceptance (3.20 Part B). Plant material will continue to be guaranteed for one (1) year. '- 8. Plant material smaller than 15-gallon size: Shall be guaranteed to live and grow in vigorous healthy upright condition for a minimum of one growing season after final acceptance of work (excluding seasonal color). C. Replacement: All plants not healthy and in vigorous growing condition as determined by the Landscape Architect shall be replaced immediately. Plants used for replacement shall be the same kind and size as specified in the plant list. They shall be furnished, planted and fertilized as originally specified at no costs to Owner. 1.06 VERIFICATION OF EXISTING CONDITIONS A. All scaled dimensions on the drawings ore approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions, quantities, and grade elevations, and shall immediate!", .. inform the Landscape Architect of any discrepancies. B. Prior to the excavation for planting or placing of plant materials, the Contractor shall verify the location of all underground utility lines and other improvements, and take proper precautions to avoid damage to such improvements. In the event of conflict between such improvements and plant locations, the Contractor shall notify the Landscape Architect, and arrangements will be made for relocation as necessary. Failure to follow this procedure places upon the Contractor the responsibility for making any and all repairs for damage resulting from work as herein specified at his own expense. 1.07 PROTECTION OF EXISTING IMPROVEMENTS During the construction and maintenance period, the Contractor shall take every precaution to protect and avoid damage to sprinkler heads, irrigation lines, drainage lines, and all other underground facilities and all paving, structures, fixtures, and existing plantings. The Contractor shall be held responsible for any and all damage to such improvements and shall completely repair or replace the same at no cost to the Owner. 1.08 INSTRUCTIONS AND OBSERVATION A. All changes and deviations to the plans and specifications shall be confirmed in writing via the Landscape Architect. B. The Contractor shall be available on call to make a joint observation with the City Inspector and/or Landscape Architect. The Contractor shall have sufficient work personnel available during normal working hours to correct deficiencies immediately upon request of the Landscape Architect. Such repair or re-work services are to be performed without interference to regular project schedule. C. Plants shall be subject to approval by the Owner's Representative at the place of growth and/or upon delivery to the site for quality, size and variety. Such approval shall not impair the right of observation and rejection at the site during progress of work for size, condition of root ball, latent defects, or injuries. Rejected plants shall be removed immediately from the site, unless otherwise approved by the Landscape Architect. D. Site observations herein specified shall be made by the Landscape Architect. The Contractor shall notify the Landscape Architect of a site observation at least 4B hours in advance of an observation. An observation will be made by the Landscape Architect during office working hours on each of the steps or conditions listed below. The Contractor or his authorized representative shall be on site at the time of each observation. The Contractor will not be permitted to initiate the succeeding step of work until he has received approval to proceed by the Landscape Architect. 1. Pre-Construction Meeting: Immediately prior to the commencement of work of this section, Contractor shall receive approval of materials and equipment to be used, and methods of installation. 2. Incorporation of soil conditioning and fertilizing into the soil: Soil tests performed by a pre-approved soil testing the laboratory shall be submitted and paid for by the Contractor for agricultural suitability and approved by the Landscape Architect and City Inspector once rough grading has been completed, and prior to installing any plant material. 3. Upon the completion of finish grading and mow curbs layout in the field, but prior ta mow curb installation. 4. Approval of all plant material quality. 5. Layout of plant material. TESHIMA DESIGN GROUP 1ANDSCAPE ARCHITECTURE · IAND PLANNING 9903 BUSINFSSPARK AVE. SUITE 100 • SAN DIEGO, CA 92131 I'll• 1)1511) !1!Hi1124 FAX' (l!iO 8JHl82 TOO JOB NO. 15--21. DATE• 2-17-16 6. Pre-maintenance observation: When planting and all other indicated or specified work, except the Maintenance Period, has been completed. Acceptance and written approval shall establish beginning of the Maintenance Period. this is not a final observation or acceptance, and it does not relieve the Contractor from any of the responsibilities in the contract documents for this project. 7. Final site observation at the completion of the specified maintenance period. This observation shall establish the beginning date for the guarantee period. E. Acceptance: Upon completion af the Final Observation and the work of this section, the Contractor will be notified in writing (1) whether the work is acceptable and (2) of any requirements necessary for completion and acceptance. 1.09 SUSPENSION OF WORK A. The Landscape Architect shall recommend to the Owner any necessity to suspend the work wholly, or in part, for such period or periods as he may deem necessary due to unsuitable weather, or such other conditions as are considered unfavorable for the reasonable performance of the work, or for such time as is necessary due to the failure on the part of the Contractor to carry out orders given or to perform any or all provisions of the contract. B. If it should become necessary to stop work for an indefinite period, the Contractor shall store all materials in such a manner that they will not become an obstruction nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed. The Contractor shall cover all open excavations and shall provide suitable drainage by opening ditches, planting pits, etc., and erect temporary structures where necessary. C. Grading, soil preparation, and planting work shall be performed only during periods when beneficial and optimum results may be obtained. If the moisture content of the soil should reach a level that working it would destroy the soil structure, spreading, grading and tilling operations shall be suspended until the moisture content reaches acceptable levels and the desired results are attainable. 1.10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL A. The Landscape Landscape Architect shall be furnished with duplicate signed, legible copies of certificates and/or invoices stating the brand, grade, amount and quantity of each item for all soil, fertilizers, soil conditioners, plans and other materials. THE LANDSCAPE ARCHITECT MAY STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED BY THE OWNER. 8. The Contractor shall notify the Landscape Architect in advance when all materials are to be delivered and the manner of shipment, and shall furnish therewith an itemized list, in duplicate, of the actual quantity of material in each delivery, in order to ensure satisfactory coordination of delivery, and to expedite the required inspection at the point of delivery. The itemized list, in duplicate, for each delivery of plant material shall include invoices certifying that subject material has been inspected as required by the State Agricultural Code prior to acceptance or planting. Particular care, using approved equipment, shall be exercised to ensure safe loading, unloading, shipping and handling for all plantings from source to in-place locations indicated on the drawings. 1.11 PLANT MATERIALS A. Quantities for plant materials are shown per plan for convenience only and not guaranteed. Contractor shall check and verify count and supply sufficient number to fulfill intent of drawings. 1.12 INVOICE OF MATERIALS A. Upon delivery of materials and/or completion of all soil conditioning and grading, but prior to initiating planting operations, the Landscape Architect with the heretofore specified signed copies of required certificates, trip slips and invoices for soil preparation materials, shall invoice such material, comparing the total quantities of each material furnished against the total area to each operation. If the minimum rates of application have not been met, the Landscape Architect will require the distribution of additional quantities of these materials to fulfill the minimum requirements speciffed. B. After installation of plant materials, but prior to the pre-maintenance site observation, the Landscape Architect, with the heretofore specified signed copies of the required certificates and related items, shall invoice such material, comparing the total area and/or the amounts specified. If the minimum amounts have not been furnished, the Landscape Architect will require the installation of additional materials to fulfill the minimum requirements specified. C. A sample of the soil amendments shall be delivered to the Landscape Architect within 15 days after recording of the contract for submittal to a testing laboratory, along with specifications of each product. After soil amendments have been thoroughly mixed into the site, random samples of the mixed soil will be taken by the engineer and submitted to the soil laboratory for comparison to a control mix. Cast of the above testing by the sails laboratory shall be borne by the Con.tractor. 1.13 PROTECTION OF EXISTING TREES, SHRUBS AND VINES A. It is the intent of the project that certain areas of the existing plant materials shall be retained. Prior to the removal of any trees, the Contractor shall confer with the Landscape Architect to determine those plants that are to remain. B. All existing trees which are to remain in the project shall be tagged and identified by the Contractor prior to start of work. C. Contractor shall be responsible for all trees that are to remain in the project. Damage to a plant which results in death or permanent disfiguration shall result in the complete removal of the plant, including roots, from the site by the Contractor. The Contractor at his own expense shall replace the plant with one of equal value as established by the Landscape Architect or reimburse the Owner the cost of said replacement if a replacement cannot be obtained. The Landscape Architect shall be the sole judge of the condition of the plant. D. All existing trees that are to remain shall be protected at all times from damage by men and equipment. All damage by the Contractor to existing plants shall be repaired at his expense by personnel approved by the Landscape Architect. E. The Contractor shall insure that no foreign material and/or liquid, such as paint, concrete, cement, oil, turpentine, acid or the like, be deposited or allowed to be deposited on any soil within the dripline (the outside edge of foliage overhand) of any tree or shrub or within 6' of the trunk of a vine. Should any such poisoning of the soil occur, the Contractor shall remove said soil as directed by the Landscape Architect and replace it with acceptable soil at no expense to the Owner. F. Excavation adjacent to existing trees and shrubs: Where it is necessary to excavate in close proximity to existing trees and shrubs, all possible caution shall be exercised to avoid injury to roots and trunk. Excavation close to trees shall be by hand, tunneling under roots 2" and larger in diameter. Cutting af roots 2" and larger shall be only on the approval af the Landscape Architect. Paint cut roots within 24 hours of initial damage with approved pruning paint. When this is not possible, keep the side of excavation adjacent to tree shaded with moist burlap or canvas. PART 2 -PRODUCTS 2. 01 QUALITY A. All materials shall be of standard, approved, and first grade quality and shall be in prime condition when installed and accepted. All commercially processed and/or packaged materials shall be delivered to the site in the original unopened containers bearing the manufacturer's guaranteed analysis. 2.02 SOIL AMENDMENT AND FERTILIZER SHALL BE FOR BIDDING PURPOSES ONLY Specific soil test shall be conducted after grading operation has taken place. A. Shall be a wood residual □roduct derived from ohnvinno of nitroflAn white "• nnn /or •• ~ fir Amendment shall upon analysis contain at least 1.0% nitrogen (on a dry weight basis) with an ash content not to exceed 15%. A commercial grade product shall be used. Contractor shall supply Landscape Architect ar his appointed representative with a sample of the proposed amendment accompanied by a laboratory analysis from an approved laboratory illustrating degree of compliance. Guarantee = wt/cu/yd. = 460# -720#. Ammoniac nitrogen = 1.0%. pH (less than 6.8). Salinity (total soluble salts = 3.0 MMHO). Density = 20# cu.ft. Properties = (gradation sieve size) -No. 6 -95% minimum passing; No. B-80% minimum passing; No. 35 -30% minimum passing. Wetability -to be in compliance with standards as per American Society of Agronomy B. Agricultural Grade Gypsum -Shall be a (Ca S04 -H20) calcium sulfate product -94.3%. 90% shall pass a 50 mesh screen. Chemical reaction will remove Sodium attached to soil particles. Gypsum also loosens heavy clay soils through electro-chemical action. Control of dust during application is mandatory. Shall be U.S. Gypsum, Dolmar, Sof'N'Soil, or Bandini, if not available, shall be equal to. C. Sulfur (Soil) -Shall be elemental sulfur (99.5%) commercially prepared so that 46.9% passes a 50 mesh screen. Shall be Wil-Gro, Union Chemicals or Baker Industries, if not available, shall be equal to. D. Iron Sulfate -Iron shall be expressed as metallic -derived from sulfate -deep green (Fe S04 H20). A minimum analysis of 20.0% and 98.3% retained on a 10 mesh screen. Shall be Wilson & Geo. Meyer, Wil-Gro, or Bandini. If not available, shall be equal to. E. Pre-plant or starter fertilizer shall be a commercial grade flowable fertilizer with-1% nitrogen, 10% phosphorous pentioxide and 10% potassium sulfate. No Potassium Chloride is to be used. Organic nitrogen shall be from Cottonseed Meal and Urea. Phosphate available from superphosphate and Cottonseed Meal. Potash from sulfate of Potash and Cottonseed Meal, Screen analysis: % retained on stacked screen-approximately 8-mesh 24.2%; 20-mesh 75.2%; 48 -mesh 0.2%. Available percentage weight of plant food: Nitrogen Phosphoric acid Potash Shall be Wil-Gro, Bandini or Kellogg. 1.0% min. 10.0% min. 10.0% min. If not available, shall be equal to. F. Past Plant Fertilizer (Maintenance): Fertilizer (commercial) shall be a combination of natural organic and inorganic granular fertilizers, free-flowing, suitable for application with approved equipment and shall contain the following minimum available percentages by weight of plant food: Nitrogen Ammoniac Sulfate Remainder of Nitrogen 1 .25% Water Insoluble Phosphoric acid Potash Iron Zinc Manganese Calcium 14.0% min. 4.0% min. 8. 75% Water Soluble 7.0% min. 3.0% min. 2.0% 0.15% 0.15% 2.0% Organic Nitrogen is derived from Urea and Cottonseed Meal. Phosphate from Superphosphate and Cottonseed Meal. Potash from Sulfate of Potash and Cottonseed Meal. Na Potassium Chloride is to be used. Sulfur from Sulfate of Ammonia. Calcium from Superphosphate, Iron from Ferrous Sulfate and mixed Sulfides. Zinc and Manganese are expressed as metallic and in their elemental form. Screen analysis: (% retained) -approximately: 4 mesh = 1.3%; 8 mesh = 24.2%; 20 mesh = 74.0%; and 48 mesh 0.05%. Shall be Wil-Gro Fairway, Bandini, or Kellogg. If not available, shall be equal to. G. Planting tablets shall be tightly compressed chip type commercial grade planting tablets, of varying sizes with the following available percentages by weight of plant food: Nitrogen Phosphoric acid Potash Shall be Agriform ar Gro-Power. If not available, shall be equal to. 20.0% min. 10.0% min. 5.0% min. WEED ABATEMENT PROGRAM Ingredients 1. 50% Scythe 2. 50% Glyphosate (Roundup) Preparation: Fill the spray tank with the required amount of water, then add above mixture. Agitate thoroughly at mixing and re-agitate occasionally during use. Rates: Above mixture may be used at rates from 3% to 10% volume to volume in water. Use the lower rates for tank mixing with glyphosate and medium rates when applying alone to weeds less than 6 inches in height. Apply above mixture at the higher rates for weeds greater than 6 inches in height. Application: Use a backpack or handheld sprayer or a conventional spray rig. Be sure to thoroughly cover all of the target plants' foliage. Timing: For fastest kill, apply on a warm, sunny, day, Do not apply during windy conditions that could carry spray to desirable vegetation in nearby locations. . DATE INITIAL 2.03 PLANTING BACKFILL FOR TREES AND SHRUBS A. Rate of application is for bidding purposes only. Soil test may reduce or increase total soil yardage amendment and chemical additives. Planting backfill shall be a thoroughly blended mixture of topsoil and soil amendments at the following mixtures: Sail Amendment1/2 c.y. Stock Piled site soil 1 /2 c. y. Gypsum5 lbs. per /cu/yd. of mix Sulfur (soiI)1 lbs. per /cu/yd. of mix Iron Sulfote1 lbs. per /cu/yd. of mix Pre-Plant (1-10-10) 3 lbs. per/cu/yd. af mix (also see 3.04 Exterior Planter Backfill). 2.04 PLANT MATERIALS A. Nomenclature: Scientific and common names of plants herein specified shall conform with the approved names given in "a checklist of Woody Ornamental Plants of California," published by the University of California, College of Agriculture, Manual 32 (1963). See list of plant material on drawings. B. Labeling: Each group of plant materials delivered on site shall be clearly labeled as to species and variety. However, final determination of plant species and variety will be made by the Landscape Architect and whose decision will be final. All patented plants (cultivar) required by the plant list shall be delivered with a proper plant patent attached. C. Quality and Size: All plants shall be vigorous, of normal growth, free from diseases, insects, insect eggs, and/or exceed the measurements specified. D. Container Stock: Shall have grown in containers for at least six months, but not over two years. No container plants that have cracked or broken balls of earth when taken from the container shall be planted, except upon special approval. No trees with damaged roots or broken balls shall be planted. E. Pruning: At no time shall the plant materials be pruned, trimmed or topped prior to delivery, delivery and any alteration on the site of their shape shall be conducted only with the approval and in the presence of the Landscape Architect. F. Inspection of Plant Materials: Required by City, County or State authorities, shall be a responsibility of the Contractor, and when necessary he shall have secured permits or certificates prior to delivery of plants at site. G. On-Site Inspection of Plant Materials: Plants shall be subject to inspection and approval or rejection at the project site at any time before or during progress of work for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the project site, immediately. H. Rejection and Substitution: All plants not conforming to the requirements herein specified shall be considered defective, and such plants, whether in place or not, shall be marked as rejected and be immediately removed from the site of the work and replaced with acceptable plant materials. The plant materials shall meet all applicable inspections required by law. All plants shall be the species, variety, size, age, flower color and condition as specified herein and/or as indicated on the drawings. Under no condition will there be any substitution af plant species, variety, or reduced size for those listed on the accompanying drawings, except with express written consent af the Landscape Architect. I. Ri9ht to Changes: The Landscape Architect reserves the right to change the specie .. s, variety and/or sizes of plant material to be furnished, provided that the cost of such plan+ changes does not exceed the cost of plants in the original bid. The Contractor shall be notified and confirmed in writing prior to sixty (60) days before the planting operation has commenced. Changes in the size and/or variety of any plant to be furnished which involves a reduction or addition in cost shall be adjusted in the contract cost. J. Root Condition: The Landscape Architect reserves the right to inspect root condition of any species, particularly those grown from seed, and if found defective, to reject the plants represented by the defective sample. K. Protection: All plants at all times shall be handled and stored so that they are adequately protected from drying out, from wind burn, and from all other injury. All plants determined by the Owner's representative to be wilted, burned, or dried out, may be rejected, and removed from the site. The Contractor's on-site plant storage area shall be approved by the Owner's representative prior to the delivery of any plant materials. L. Shrub and Tree Samples: Typical samples, three each of all varieties and sizes (shrubs 5 gallon and under, trees 15 gallon and under) of all plant materials shall be submitted for inspection approval at the site a minimum of fifteen days prior to planting operations. Approved samples shall remain on the site and shall be maintained by the Contractor as standards of comparison for plant materials to be furnished. Samples will be incorporated into the work. APPROVED FOR PLANTING IRRIGATION ONLY. AND INCLUDING PRECISE LOCATION AREAS. OF PLANTING "AS BUILT" P.E. REVIEWED BY: INSPECTOR CITY OF CARLSBAD PLANNING DIVISION PLANTING SPECIF/CA T!ONS FOR: LA COSTA TOWN SOUAR£ BUILDING 15 DATE DATE I APPROVED: ~~ ~-e\~& ?-~-'"' PLANNING DAlE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT. 0J-09 409-4R I M. Specimen Tree Selection: 1. One sample each of each tree variety and size, as called out on drawings, 24" box and larger shall be delivered to the project site for approval prior to installation. 2. The Contractor shall immediately remove any trees not approved. 3. The Contractor at his option and at his expense, can retain the services of the Landscape Architect to review trees 24" box size or larger tagged at the nursery and/or at its place of growth. 2.05 GROUNDCOVER A. Groundcover plants shall be healthy, vigorous rooted cuttings grown in flats. 2.06 PLANTER MULCH A. Planter mulch shall be Sierra Walk-On Bork Mulch as manuf. by Sierra Forest products, phone (209) 535-1502, or approved equal. Contractor shall provide samples to owner and City Inspector for approval prior to bulk delivery to job site. 2.07 STAKING MATERIAL A. Tre<; guy wires shall b~ of pliable, zinc-coated steel minimum gouge No. 12 and anchor to appropriate dead man. Wire loops at branches shall be covered by 2-ply reinforced rubber 1/4" in diameter. Guy wires shall be flagged with 1/8-inch diameter x 4"-o" length surgical tubing. 2.8 ROOT BARRIER A. Root barrier shall be a multi-year root control system consisting of herbicidal time-released nodules permanently attached to a permeable geotextile fabric which will inhibit plant root encroachment. Active Ingredient: Triflurolin (a,a,a -Trifluro-2,6-Dinitro -N,N -Dipropyl - P -Toluidine)17.1% Inert lngredients82. 9% Sholl be Bio-Barrier -No Known Equ.al. 2.9 PRE-EMERGENT HERBICIDE A. Pre-Emergent herbicide shall be as determined by the Contractor. 2.10 WEED CONTACT HERBICIDE A. Weed contact herbicide shall be as determined by the Contractor. 2.11 LAWN A. All lawn areas shall be sodded with Marathon Ill Dwarf Fescue blend. PART 3 -EXECUTION 3.01 INSPECTION A. Examine proposed planting areas and conditions of installation. Do not start planting work until unsatisfactory conditions ore corrected. 3.02 PREPARATION A .. Gen~rol: Th? areas to re_ceive trees, shrubs and groundcover plantings and their respective requirements for imported topsoil, fertilizing , soil conditioning, and other treatment shall be as defined on the drawings. Equipment necessary for preparation of the ground surfa_c~ and for handling and placing all required material shall be on hand in good working condition. Work shall be performed only during periods when beneficial results can be obtained. 8. Clearing and Grubbing: Prior to ripping and tillage operations, all vegetation in the area to be planted shall be grubbed, raked, and cleared from the site. The ground surface shall be cleared of all material which has accumulated during construction and all material which might hinder proper grading, tillage, planting and subsequent maintenance operation. All grubbed materials and debris shall be lawfully disposed of off the site by the Contractor at his cost. C. Obst~uction Below Ground: All subsurface rocks over 2" in diameter and other underground obstr~ctions sh?II be removed to the depth necessary to permit proper fine grading, tilling, or planting according ta plans and specifications. All abandoned utility lines uncovered or severed shall be cut below grade and copped or plugged with concrete. Explosives shall not be used for removal. When the location of utility lines is shown on the plans or has been mode known to the Contractor, all damage to these lines shall be repaired by the Contractor in a manner approved by the Landscape Architect and affected utility. D. Deep Rippin9: All areas (including slopes) to receive groundcover, shrubs, and hydroseeding shall be deep ripped and loosened to a depth of twelve (12) inches in all directions. 3.03 SOIL AMENDMENTS, FERTILIZING AND ROTOTILLING A. Rote af application is for bidding purposes only. Soil test may reduce or increase total soil amendment yardage. Adjustments (plus or minus) may be necessary. Contractor shall obtain at least three soil tests of rough grade at site and submit results to the Landscape Architect for interpretation and recommendation. 8. After the areas hove been deep ripped, the following rotes of soil amendment materials shall be evenly spread over all planting areas and shall be thoroughly scarified to an average depth of six inches by rototilling a minimum of two alternating passes. Amendment must be intimately blended with soil. Soil amendment: 6 cubic yards per 1,000 sq. ft. to a depth of 8". Gypsum: 120 lbs. per 1,000 sq. ft. Soil Sulfur:10 lbs. per 1,000 sq. ft. Iron Sulfate: 10 lbs. per 1,000 sq. ft. Fertilizer (commercial) 1-10-10 shall be applied at the rote of 30 pounds per thousand square feet and scarified into the top two inches of finish grade. Fertilizer shall be applied ofter leaching operation. C. The thoroughness and completeness of the rototilling and incorporation of the soil amendments shall be acceptable to the Landscape Architect. Slopes 2: 1 and steeper or as per the drawirJs omit soil conditioner application and tilling. D. Deep Water Leaching and Soil Testing: Deep water leaching shall be competed as recommended by a certified ogronimic laboratory. The following process for deep water leaching is for bidding purposes only. Item number three (3.) shall be performed as stated below. 1. After the tilling operation, the area shall be deep water leached three (3) times over a five (5) day period. Apply 1 /2" water at each application. Wait one (1) day between applications. 2. One day ofter final application of water, the soil shall be tested for content of soluble salts (electrical conductivity E.C.). Landscape Architect and Contractor shall toke several soil samples and deliver the samples to a laboratory for testing of soluble salts. E.C. test reading shall not be above 2.0, the soil amending, tilling and deep watering procedure shall be repeated until test readings ore not above 2.0 3. If soil test reading for a particular area tested is above 2.0, the soil amending, tilling and deep watering procedure shall be repeated until test readings are not above 2.0 E. Core shall be token that the rate of application of water does not cause erosion or sloughing of soils. F. All depressions, voids, erosion scars and settled trenches generated by the deep watering shall be filled with amended soil and brought to finish grade. TESHIMA DESIGN GROUP lANDSCAPE ARCHITECTURE · lAND PIANNING 9903 BUSINESfil'ARK. AVF. SUITE 100 • SAN DIEGO, CA 92131 PH• CN.l 69Hll1A FAXo CN) 693-1182 TOO JOB NO. 15-21 DATE: 2-17-16 G. Apply Naiad Wetting Agent, Sorvon or equal 4 oz. per 1,000 s.f. at the first spray of soil amendments. 3.04 EXTERIOR PLANTER BACKFILL A. Backfill for exterior planters: Shall be as specified in Section 2.04. Prior to backfilling Planter, Contractor shall install "Monolink Irrigation System" per manufacturer's specifications. 3.05 FINISH GRADING A. Finish grades shall be as indicated on civil plan. 8. Finish grades shall be measured after the ground hos been watered-in and mechanically compacted and settled. The final grade shall be within plus or minus 0.1 foot of the spot elevations and grade lines indicated on the Civil drawing. C. Ease top and toe of all existing slopes. D. All undulations o~d irregularities in the planting surfaces resulting from tillage, rototilling and all other operations shall be leveled and floated out before planting operations ore initiated. _E._ Th: Co~tractor shall toke every precaution to protect and ovoid damage to sprinkler heads, 1rngot1on Imes, and other underground utilities during his grading and conditioning operations. F. Final_ fi':'ish grades shall insure positive drainage of the site with all surface drainage away from bu1ld1ngs, walls, over mow curbs, and toward roadways, drains and catch basins. G. Final grades shall be acceptable to the Landscape Architect before planting operations. will be allowed to begin. H. _ Planting surfaces shall be graded with no less than 2 percent surface slope for positive drainage. I. All rock and debris shall be removed from planting areas and then from the site in accordance with the following criteria, 1" dio. in lawn areas, 2" die. in shrub area, 2" die. in hydroseed areas. J. Finish grade shall be 2" below finish paving surface in shrub areas. 3.06 PLANTING INSTALLATION A. Timing: Actual planting shall be performed during those periods when weather and soil conditions are suitable and in accordance with locally acceptable practice. B: Lo~out of Trees: All trees(24" box size and larger)shall be placed in the landscape per the direction of the Landscape Architect prior to installation of irrigation system. The trees shall then be moved so that planting hol.es can be excavated and amended. The trees shall then be installed in their respective hoes and positioned in the holes per direction of the Landscape Architect. C. Layout Planting: Locations shall be approved by the Landscape Architect. All container plants shall be set by the Contractor in their final location in their respective containers prior to digging holes and/or planting. All plant locations shall be checked for possible interference with existing underground utility lines. D. Backfill for Trees and Shrubs: Shall be as specified in section 2.03. If artificial drainage is requested, then drains shall be installed first, then backfilled with soil. E. Disposal of Excess Soil and Debris: All excess excavated subsoil rocks and debris shall be legally disposed of off the site by the Contractor at his cost or' utilized on the site as directed by and at the option of the Landscape Architect. 3.07 PLANTING TREES, SHRUBS AND VINES A. Soil moisture level prior to planting shall be no less than horticulturally acceptable. The Cont~octo~ shall reques_t oppr_ovol of moisture, and if found to be insufficient for planting, the plantm_g pits shall be filled with water and allowed to drain before starting any planting operations. 8. All excavated holes shall have vertical sides with roughened surfaces and shall be of the minimum sizes indicated on drawings. Holes shall be in all coses large enough to permit handling and planting without injury or breakage of root balls or roots. C. Excavation shall include the stripping and stocking of all acceptable soil encountered within the areas to be excavated for plant pits and planting beds. Protect all areas that are to be trucked over and upon which soil is to be temporarily stacked pending its re-use for the filling of holes, pits and beds. D. Plants shall be removed from containers in such a manner that the boll of earth surrounding the roots is not broken, and they shall be planted and watered immediately after the removal from the containers. E. The plants shall be planted at approved locations with the heretofore specified amendments and soil planting backfill. F. Backfill shall be placed at the bottom of each hole and thoroughly watered and compacted to a ~epth so that when a plant is placed in the hole, its root crown is slightly above the established final grade, and unless otherwise noted shall be raised or replaced as directed by the Landscape Architect. G. Planting tablets shall be placed in each planting hole at the following rates and per the manufacturer's recommendations.; 1 - 5 gram tablet per individual liner and flat size plant. 1 -21 gram tablet per gallon container. 3 -21 gram tablets per 5 gallon container. 4 -21 gram tablet per 15 gallon container. 1 -21 gram tablet per each 4 inch box size. Random testing to verify planting tablet installation shall be conducted by the Landscape Architect. H. No plant will be accepted if the rootball is broken or crocked, either before, during, or ofter the process of installation. I. All plants shall be thoroughly watered to the full depth of each planting hole immediately ofter planting. J. Guying: All trees and other plants indicated on the plans shall be guyed as detailed. K. The Contractor shall be responsible for all surface and subsurface drainage required which may affect his guarantee of the trees, shrubs and vines. L. P~uning ofter _P!□nting shall be required on all trees, shrubs, and vines when necessary to provide the spec1f1ed or opproved standard shapes, form and/or sizes characteristic to each plant. Pruning may include thinning, topping, and/or cutting and shall be under the direction of the Landscape Architect. Cuts over 3/4-inch in di.ometer shall be painted with on approved tree sealant. M. All trees 24" box and lorg.er shall be spotted. 3.08 PLANTING GROUNDCOVER A. Groundcovers shall be planted in the areas indicated on the plans and shall be free of surface rock over 2" in diameter and debris. B. !f the top four (4) inches of soil in the area t~ be planted in groundcover is not sufficiently moist (hort1culturolly acceptable standards), the area shall be thoroughly irrigated and no less than twelve hours shall poss before planting. C. Groundcover pla~ts shall be grmyn _In flats. Variety i~dicated on the plant list. Flat grown plants (rooted cuttings) shall rema,n In those flats until transplanting. The flats soil shall contain sufficient moisture so that it will not fall apart when lifting the plants. Plants shall be protected at all times to prevent drying of the root boll. D. Groundcovers shall be planted in staggered, random rows and evenly spaced unless otherwise noted and at intervals called out in the drawings. E. The size of planting excavation for groundcover shall be at least twice the depth of the root boll. F. Each plant shall be planted in a manner that will ensure minimum disturbance of the root system, but (n no case shall this _depth be l_ess than two nodes. Each groundcover plont shall be planted with one 5 gram planting tablet incorporated into the root zone. Planting area shall be_ hand-smoothed after planting to provide an even and smooth final finished grade. To avoid drying. out gro~ndcover,_ p!ant_s must be irrigated after planting. This may be done manually or by usI,:ig th_e 1nst□l!ed_ l;~1ga~1o_n system. Repe~ted app_licotions may be required, especially on a sloping site. This 1nit1ol 1rngat1on shall continue until a zone at least twice the depth of each hole is thoroughly moistened. 3.09 POST FERTILIZATION A. Trees -Post fertilization shall occur at 100 day intervals after planting. Bore holes around dripline (various depths) and apply fertilizer at the rote of 1 lb. per 1" caliper in holes. Fertilizer shall be Wil-Gro14-7-3, Fairway, Bondin[, or Kellogg. If not available, shall be equal to. 8. Shrubs -Post fertilization shall occur 60 days ofter planting and apply fertilizer at the rote of 1 teaspoon per each 1 gallon plant and 1 tablespoon per 5 gallon plant. Fertilizer shall be (14-7-3) Wil-Gro, Fairway, Bandini, or Kellogg. If not available, shall be equal to. C. ?:oundcover and lawn areas -Post fertilization shall occur 60 days after planting and apply fertilizer at the rate of 7 lb./1,000 s. f. Fertilizer shall be (14-7-3) Wil-Gro, Fairway, Bondini, or Kellogg. If not available, shall be equal to. D. All planted areas shall receive Sorvon, Naiad Wetting Agent or approved equal, 4 oz. per 1,000 s.f. 45 days after the start of the maintenance period. 3.10 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. General: Maintenance operations shall begin immediately ofter each plant is planted and shall be kept in a healthy, growing condition by watering, fertilizing, pruning, spraying, weeding and all ?ther necessary operations of maintenance. All areas shall be kept free of weeds and noxious grosses and clean and free of rocks, clods, and debris. All paving and walks shall be kept clear, clean and washed down. 8. Establ!shment Period: Trees, Shrubs, Vines and Ground Covers -The establishment period shall begin on the dote that the Landscape Architect inspects and gives written provisional acceptance of the work and shall be ninety (90) calendar days. The establishment period may be extended or shortened at the discretion of the Landscape Architect. C. M_ointenon7e Operations: Plants shall be kept in a healthy, growing condition by watering, pruning, mowI~g, reseeding, rolling, resodding, trimming, edging, fertilizing, restoking, pest control, spray,ng, weeding and all other necessary operations of maintenance. Planting beds shall be kept free of weeds, gross and other undesired vegetative growth, and lawn areas shall be kept free from all weeds. During the specified maintenance period, all plants that ore dead or severely distressed shall be replaced immediately. All seasonal color, annuals or perennials shall be maintained in a vigorous, healthy condition through the maintenance period. D. _Extended Maintenance: When, in the opinion of the Landscape Architect, there is improper maintenance, poor or unhealthy condition of plant materials, the Contractor shall be responsible for additional maintenance of the work at no additional cost to the contract until all the work is acceptable. E. Protect!on: The _Contractor shall be resp_onsible :or providing adequate protection of all planting areas against ~raffic or other use by erecting fencing or other acceptable means immediately ofte~ the planting Is completed. Warning signs and barricades shall be placed in various high- traffic areas. Damaged areas shall be repaired immediately by the Contractor. F. Wee~ing and Cultivating: All tree, shrub, groundcover and hydroseeded areas shall be kept free of debris and weeds. Groundcover and shrub areas shall be cultivated at intervals of not more than fourteen (14) days minimum. G. Reploc_eme~t: Durin_g_ the maintenance period, plants which die or which ore in an unhealthy or ba?IY 1mpmred c_o~d1t1_on s~oll be replaced by the Controc~or within fourteen (14) days ofter uns_o~1sfactory condition Is ev1~ent. No replacement of plantings shall be mode in any season defm_1tely u~fovoroble fo: planting. At the conclusion of the maintenance period, the Landscape Architect will make an inspection of the work to determine the condition of all plants. All unhealthy plants shall be removed from the site and replaced with plants of the some kinds and sizes as originally specified. Such replacement shall be made in the same manner as specified for the original planting and at no extra cost to the Owner. H. Acceptance: At the conclusion of the maintenance period, an inspection shall be mode by the Landscape Architect, upon written notice requesting inspection before acceptance. Maintenance period shall continue until all deficiencies ore corrected. • •• APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. P.E. REVIEWED BY: INSPECTOR "AS BUILT" DATE DATE i-----t---t-----------+---1---+---l----l ~4 CITY OF CARLSBAD I SH1E4ETS I ~LliJ==:::::'....'.====P:::LA:::N=N:::I N:::G::::::::D:::IV:::IS::::10:::N::::::::==::::::...'.=::::::::::::::::~ PLANTING SPECIFICATIONS FOR: LA COSTA TOWN SOUAR£ BUILDING 15 i-----t--t-----·--------+-----I-----J------1---11 APPROVED: r,-·, ( t Y· ~~-oi\ ~-~-~(.;, I _ =pL~AN=N=IN~G--~~'.S.l_~:i.-__J::;'.:ll::3!2}L~ DATE _ l-n□AATIT~h1N:;;;IT:;;:IAL,i-----------------+-□::--:A===--+-=----li-----l---l ;:;D;W;:;;N:;::;B;;:Y;::: ===::;-;:===P=R=o=JE=c=T=N=o=. ===D=R=A=w=1N=G=N=o=. ENGINEER OF WORK REVISION DESCRIPTION ,,c INITIAL DATE INITIAL CHKD BY:___ C. OTHER APPROVAL CITY APPROVAL RVWD BY: • T. 0 J-09 409-4R \