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HomeMy WebLinkAboutDWG 471-9L; CT 06-15; TABATA RANCH; 01-20DEPARTMENT OF ENVIRONMENTAL HEALTH RECYCLED WATER STANDARD PLAN NOTES 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS 2 DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF 3 BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING 4 HOSE BIBS ARE STRICTLY PROHIBITED 5 CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED 6 NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT 7 ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS 8 HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10 DD PM TO 6 00 AM THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10 00 PM AND 6 OOA M 9 BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS 10 NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED 11 IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS 12 RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS 13 ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE 14 ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS 15 ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND OR REGULATORY AGENCY MEASUREMENTS SHALL BE BET'WEEN FACING SURFACES, NOT PIPE CENTERLINES 16 CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST T'WELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES 17 IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS 18 DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER 19 THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY 20 THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS 21 WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOWICROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CITY OF CARLSBAD AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IN CASE OF EMERGENCY CONTACT NOBORU TABATA NAME ORAFTERHOURSCONTACT EVELYNTABATA AT NAME AT 760-438-0280 PHONE 760-438-0280 PHONE 22 ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS 23 CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE 24 EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS 25 A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS 26 ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY ANO THE CARLSBAD MUNICIPAL WATER DISTRICT PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER" APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT http l!www car/sbadca gov/serv,ces/ departmentslwater!Documenis/recycledwaterbackflowtester/1st pdf FOR RECYCLED OR httpl!www car/sbadca gov! serv,ces/departmentsN/ater/Documentslwaterbackffowtesteil1st pd/ FOR POTABLE OR CALL 438-2722 RECYCLED WATER NOTES CITY AND COUNTY OF SAN DIEGO 1 ON-SITE CROSS CONNECTION BET'WEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED 2 ALL IRRIGATION PIPE SHALL BE COLOR CODE PURPLE PANTONE 522 STICKERS WITH "CAUTION RECLAIMED WATER DO NOT DRINK" ORIENT THE STENCILING TO THE TOP OF THE TRENCH FOR LATERALS INSTALL PURPLE METALLIC TAPE OVER THE RECLAIMED WATER MAINS 3 THE TYPE AND LOCATION OF THE RECLAIMED WATER SIGNS ARE SUBJECT TO APPROVAL BY CITY AND COUNTY OF SAN DIEGO IF NOT AS PER PLAN I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGES OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH THE CURRENT STANDARDS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD, THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE IRRIGATION CONSULTANT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING NOWELL & ASSOCIATES, LANDSCAPE ARCHITECTURE 2605 STATE STREET, SAN DIEGO, CA 92103, PHONE NO 619-325-1990 ~,__ ___ DATE ('2-~2--o~\?, REGISTRATION NO 4470 EXPIRATION DA TE 3131114 INSPECTION PROCEDURES 1 DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE A REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VER Tl CALLY) B PIPE IDENTIFICATION C SLEEVING AT CROSSINGS D APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE PREPARED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL 2 DISTRICT FINAL INSPECTION SHALL INCLUDE A SIGNAGE INSTALLED PER PLAN B CONTROLLER STICKERS C TAGGING OF VALVES D COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE E ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING F REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS G REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC H CROSS-CONNECTION TEST IF REQUIRED I COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER 3 ANNUAL INSPECTION SHALL INCLUDE A A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD INSPECTION PROCEDURES INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION FORM" A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE FAX THE "CERTIFICATION OF COMPLETION" FORM TO (760) 944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE (760) 602-4602 NOTE 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 NOTE INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS NOTE 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 NOTE FINAL AS-BUil T 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 RELEASE OF SECURITIES OMISSION STATEMENT THERE ARE NO DECORATIVE FOUNTAINS, COMFORT STATIONS, SWIMMING POOLS, PLAYGROUND EQUIPMENT, OR WELLS ON THE SITE DRINKING FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUN-OFF • NOTE NO WELLS OR DRINKING FOUNTAINS EXIST WITHIN THE PROJECT LIMITS CITY OF OCEANSIDE PROJECT LOCATION PACIFIC OCEAN \Jo, CITY OF ENCINITAS CITY OF VISTA <J:-o.P CITY OF -___--,._. SAN MARCOS VICINITY MAP SCALE NT S RECYCLED WATER SYSTEM (PRIVATE) SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE PLACE ON 8-112" X 11' SIZED SIGN COLOR PURPLE BACKGROUND WITH BLACK LETTERING GUIDELINES FOR RECYCLED WATER USE (STRAWBERRY PLACE, CARLSBAD, CA) A IRRIGATE BETWEEN THE HOURS OF 10 00 PM AND 6 00 AM ONLY WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING THE USE OUTSIDE THE NORMAL SCHEDULE B IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING THE APPLICATION RA TE SHALL NOT EXCEED THE INFILTRATION RA TE OF THE SOIL TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RA TE PRESENT THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS (IE, EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION) \ ' RECYCLED WATER LINE ---...--'---EXISTING 8" SEWER LINE 2" IRRIGATION POINT OF CONNECTION TO 2" METER -CITY DWG #471-9, STA :!l@., GPM DEMAND 23 PROPOSED SEWER LINE ----- ~--RECYCLED WATER IRRIGATION MAINLINE SHALL BE INSTALLED OUTSIDE OF LONICERA STREET RIGHT-OF-WAY SYMBOLS LEGEND l ON-SITE LANDSCAPE AREA ._ ______ __, IRRIGATED WITH RECYCLED WATER ~ PRIVATE LANDSCAPE AREA "'~"""=---,......,..., IRRIGATED WITH DOMESTIC WATER ® ® ------------- RECYCLED WATER SIGNAGE FIRE HYDRANT LOCATION BACKFLOW PREVENTION DEVICE INSTALL PER CMWD RECYCLED WATER POINT OF CONNECTION DOMESTIC WATER POINT OF CONNECTION RECYCLED WATER LINE IN STREET PROPOSED DOMESTIC WATER LINE EXISTING DOMESTIC WATER LINE ------EXISTING SEWER LINE PROPOSED SEWER LINE --• RC RECYCLED IRRIGATION LINE ---• -DOMESTIC IRRIGATION LINE 12" X 36" SIZE I BLACK LOGO r PURPLE BACKROUND ,r-1" BLACK LETTERS 36" / (NT S) WARNING RECYCLED WATER DO NOT DRINK R CYCLED WATER SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR 1" BLACK LETTERS 2" BLACK LETTERS 032 ALUMINUM, 060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS EXISTING 8" EXISTING 12" DOMESTIC WATER LINE EXISTING 8" DOMESTIC WATER LINE DOMESTIC WATER LINE "DO NOT DRINK" SIGN, TYP .EXISTING :t\CCE-SS ROAD 1· ------ ---'--'--~~~aii<r\-~~~'------W 1 PROPERTY LINE \ / \ \ I ,/ /, / 6" MOW CURB / / SITE MAP SCALE 1" = 40' fu n. ~ In Order to Conserve Water , RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE 032 ALUMINUM, 060 ABS PLASTIC OR STICK-ON VINYL SIGNS 6" MOW CURB ··-- • I -----7 ,_ I I I~ r ~ J I I j I \ C ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS D MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC , SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT E THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC F OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES, SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS 1 ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS A TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND" AVISO -AGUA IMPURA-NO TOMAR'' IMPRINTED ON THE OTHER SIDE IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR USE TAGS AS MANUFACTURED BY T CHRISTY ENTERPRISES OR APPROVED EQUAL B ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS 1 ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2 ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3 ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT 2 ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS G EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS" RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT SHT. TITLE # SHT. TITLE # IRRIGATION TITLE SHEET 1 IRRIGATION DETAILS FOR PRIVATE 9-11 IRRIGATION PLAN FOR HOA 2 IRRIGATION SPECIFICATIONS 12-13 IRRIGATION LEGEND FOR HOA 3 PLANTING PLAN 14 IRRIGATION DETAILS FOR HOA 4-6 PLANTING DETAILS 15 IRRIGATION PLAN FOR PRIVATE 7 FENCE PLAN 16 ', ' IRRIGATION LEGEND FOR PRIVATE 8 FENCE DETAILS 17 I/ NOWELL & ASSOCIATES LANDSCAPE ARCHITECTURE 2605 STATE STREET SAN DIEGO CA 92103 TEL 619 3251990 FAX 619 325 1997 IWNney + ■IIOCl■tu ~naN--AlmCDNWI.TWN Callkille -SllyC.,,..,DrM.-C _,..,CA_ NL~l'·NL--f •■llrw•.1, m ...,.a,wig ca. ....,.._C&llfss:JI Alllln.Tw•l'l.lr I I I Pb1dl I SHtET I PLANTING SPECIFICATIONS 18-20 COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH LAND AND WATER QUALITY DIVISION GLENN LEEKS DATE ENVIRONMENTAL HEAL TH SPECIALIST APPRO V[O FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PR[C/S[ LOCA T/ON OF PLAN TING AR[A "AS BUILT" RCE ___ _ EXP----~ DATE REVIEWED BY INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DIVISION 0 IRRIGATION PLAN FOR TABATA RANCH DI RT CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME ADDRESS IRRIGATION COVER SHEET DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Gtll 12/20/13 EE FINAL SUBMITTAL I APPROVED re-]. 4 ~-ot /./f•lf t~~~~j==~=j=~~~f~f~~~jj===================t====~====~====~====~ ecE'~L~A~NN~l~N=G====;--;==~=-==-~==~=~~=DA=T=-E==~ 1~ TELEPHONE ,. , -"Z. -1----------------_-_-_-_-_-_-_-_-_-_-::_+-~~t-;;-~;-+-=---'-'--'"---'-'-"-=.c----'-----------,;;-;,;,:--t-;;;;,;.,1,w;;-i,;:;..;.;;""1 OWN BY. ---I PROJECT NO DRAWING NO 0:JCI( VltVG-HI\-N DATE DATE PLAN PREPARED e--'D'-A-'TE'--LI_Nl_TIAL_t--D_A_TE~_IN_ITI_A_L---l CHKD BY: ---CT O 6 15 4 71-9 L ElGPU'Pf QFPI ENGINEE:IWleE fflffl EXP a1a4144 BY OTHER APPROVAL CITY APPROVAL L'R~VWD=~B='-Y~----====-~---------- • 12110/13 EE PLANCHECK CORRECTIONS 11/12113 EE PLANCHECK CORRECTIONS 9117/13 EE PLANCHECK CORRECTIONS 2121112 EE PLANCHECK CORRECTIONS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION LOC!U :,?E -:;;:::it TO N(J:"E Tf 1\ T f'<!GH r \ req1aired \ -\ ' 1:2' q,ff,, , ' ramp ' : : L r LL''"-"''''"•'''' ·< iN \J'./OF-U<.!t·K1 OR.DEF\ <,";00F{DJ1'J/\TE /\t.L INTEf:ff~UPflONS OF TOA f',1 vvnH n1E op: r:,~F: E::X!STih(_J CE ALL t::x1sT1HG ;1\r1tGAT 1,oN 1::;;)uit:iM0NT DJ\L1/.\{):.~n :)i..t?UMG UCT!ON l1f~O ·_;:: 01'.l\1.1\CiE::l), SHALL PEPLACE ·,i;,•,1;,.J,•/\C fUHER AMO MOD'.~:L t,J(:Tt2 ~~ ldt{ a;.~;rn;. f :'K, 1,"--tF'.'.GATlON COl"lTf~OL VALVE'.◊ E/(l;;n ING COf,,JT;:fOU .. 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'' MOW / .,, \ EXISTING :JO WATER E1~SEM!':NT t 1-,~,,co,,,,,.,,,_,.,,.-6" CONCnfETE VOW '"'m~ SEE PLAN ; ,., MON CURB, Tti'-JG Pl.AN ::;<1Crr!\,10 lF<RIGAf!QN IN ;)1f':tEAfJ TO 82 1,,,1i't~'~ ~{5 t:S 6 P,r ,/ 6" C<:Jf,ICi>c'TE MOW CURB,,,,. ,.,, SEr:: i7'L.i\NTil'4G PLAN ______ , ___ , _______ _ J' CUfZB, !:EE Fl Jii\JYlN(i PLr\H '' ' 1, ' ;; ''·\ \· ,\ '·' \ • > ,' ·, \', ' 'l •, " 'r I , ' : \ l ' ,i ' I :1 " , ' j j l .~L ~-~---.,, ,Jt 1A.l'A~;( ! I I l l I, J ,_ _____ ,, ___ _ NOTE to '.) FCJfi PRIV/1,TE ,,,,Jl"C 1f'!i)IC1\"!'ION POH\!T C(JNNEC~fl01\l !~H/\LL \--:!!!: r\ ";/' o,,,,v,,, SERVICE UNE VEf<;1FY THE THE FIELD Pn!OF\ 1/./i\Ti:.-/1 i1iETEfZ: VV1TH /1, 2" S!Zt': ANO \,!\\t,TEH PF?E::c;GURE itJ INF ',ffS,Vi", SHOWN Of✓ THf:SE Df'Ui'•ii11:•i) Tdt\N "fHE lAC INFORMATION GATHERED lN ~;He! :E:.~D. ifv\MiSO\!\TEL.'( NOT1FY THe L)'\0<lD:3C:APE ARCHITtiCT ft.i,JD !Ri",1(,ATl()N CONSUL TA1'ff , "'"'"'" VA1L TCJ VER1FY "fHE POC l•V'Ol'lli!i\'i \C)i-J P.NY C>LSt\1GES "''·"',,,,.,,.,,., BY LCVV PRE!3SUHE OH VOLUME SHALL flE b?C':'ll,"itl!U I / OF flACTOR STATJC V\IAH'.N DESIGN WAH~;:; r.M\X!MU!V1 SYSTt:M "''""'A''"' PRESSURE BOOST fiOTE 8 CONTROLLER SHI\Ll CONTROi.cEf1 TYPE) FlNAL r~OCA CONFiRMc:U WiTH woR;< LEGEMO FOR "'"'''\LL. BE NOTEC MAINLINE i\NO Ri.J..A ACTUAL MA!NUhE /\t-40 r~E1·~,6.ff~D Ct;,'J!;''11e1Ej\ff u:}:;A·noN TO 8E 1NlYHi1'i PLANTCRS, A \\4!/\l!MUM OF 'IG" err:: AD,J/\Ct2HT h;'J'!D:,,:;,,,:,,( laND OTHE;f{ 08ST/.\CUS;:S, ,f\/,/0 "'"''' r'1,1c,L1l. R!CHT-•.,,Ji'"'',lV/''' \/V\·ii:-'.Pf~ THE MAiNUNE Cf~OSSES THF{t)~JGH l"!IC:·ff·Clf'-'N!\'1, /\N EJICi:Z(i,cV:;1 .,,,,..,,JT F' ::Hl\fff REQUIRED NOTE I) CONTRACTOF? SH.ALL ADJUST f\LL H-;.f\l~·~:; VERTICAL r,:i,,·n,,, l}\i.\T MAY'"'""''"" U(3HT POLES, F!F:1:i f,,t(.;Jf;'./J--iT'.!_ Fr\~ 1./f'.:f't'rY ALL HEAD LAYOUT 'AWL-1 0\";r,;;:,;:~-1'':l 1>,UrHORIZED Pl:PPlcGEGlTi\'l j\/[:: Pi~!O;;,; 'f{') ST;\F:TiNG VVOnl( y NOTE E IJUBBLERS AND AF{E :;HO\/VN .,,1,;r(\-111\l P/'.l-.',.'lNC1 F(JF< (~LAHiTY ONL V, ,,,,,.,cc,.r:,,.,. ;;,;1•:f,L:~ AiJC;iNldJ vvrrH THEF.:') Ai'JD AS UIRt,,,,, t /j'( owt;f~ffS CONFIRM ALL LAYOUT !r.J FlELD VVlTH OV·,-'f-;-:;FZ:'B ;-i_'.f'.f-1-:JP(ZF-:D Pl<:!IOR TO ST,t\R NOTE F [i] VALVE":8 'rG Ht:.:\i'/0 }-\ND Df~/,,,;'l/\GE ,,,,,.,,,, l''.e'FER TO 3 ROR PRIVATE F/P 66-156035 LOT c,t,Ut''~ !l'iAIGATIOM CONDEM 7' SDG&E EXISTING lf{RIGA'rlON IH THfliSf1 ;1,1i1:,A¢ SiiAU, REPAIR ANY DAMAGE ,,,,.1,,,,,:., NOTES AT LEFT EX!ST!NG !RRIGATION SHALL ':JE ,<1:l",,\i!<t:u)\S N~t":DEO TO N,1\:1.JM,m"',,"l'C '"'""'-''"'"\)F ADJACENT mRlGAT!ON ON SHARED ,,,,.,,,,,,.,,,r, T>n::· ';V,).R\\_ ~i"fGi BU1' !8 d(fj ~L\Air~;:) CAPPING LATERALS, F~E.SPACfNG EX/ST/NCl SPRA( rlEAJS. /}JU J1\l:3Ti<·1 ;JNG NE::W SPRAY HE/\DS TO ACH!f~VE NO THAN ·JQW:/., OF HIEAC P.M)1'J'.? C'iVE<,ACiE iN ALL. ,\f'.H~,t1S \MTH '"' :-,1 ,,,., LAYOUT AS APPf~OVED BY OvW,IEFf3 '"'·"''~'"" ;;;Er';:,:~.;:]E,:'·tr/,_,r:vE CONFIRM ALL ,!.\REAS F<EQUJFUNG MOG!F!CATIUN WITH ()\VNE'<'S IV.I ,,i()f>l,?',S[ PHJOR TO fJ1DO!NG WOf{f( /\ND ;:i;1;10H T<J ::•::i,,'!Mi:'I'•; vvor-u-:: 1V,A[NLlhlE ANO VALVES, LOCATED AT THE BASE OF THC'. c,;,•,.;r·;, CONTRACTOfi MUST CONT/,C'I C:TV ,,,,,,,,,,,,,Ai'!;) OF ENVlP.ONiVlENTA.l HEALTH Pr:110H TO COfv1MHHC1NG 1NIJH~; , ' , , IRRIGATION MATERIAL LEGEND (HOA MAINTAINED RECYCLED WATER) IRRIGATION CONTROLLER RUN TIMES LANDSCAPE IRRIGATION WATER ANALYSIS SYMBOL POC or Controller JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total/ Avg A ETo I Month (Inches) 2 20 2 70 3 40 3 70 490 4 60 4 60 5 10 410 3 30 2 40 2 00 43 00 PROJECT Tabata Ranch Q T H F MANUFACT MODEL NO / DESCRIPTION GPM PSI RADIUS PR (TRI) DETAIL ETo / Day (Inches) 0 07 0 10 0 11 0 12 0 16 0 15 0 15 0 16 0 14 0 11 0 08 006 012 Carlsbad, CA ~ e • HUNTER PROS-12-PRS40-CV-R POP-UP SHRUB HEAD W/ MP1000 NOZZLE 19, 37, 75 40 14 FT 0 39 IN /HR A/ SHT 4 lrrlgatlon Days/ Week 6 6 6 6 6 6 6 6 6 6 6 6 Plant I lrrlg Type AKc I Pr Rate I IE JAN I FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC I <, e • HUNTER PROS-12-PRS40-CV-R POP-UP SHRUB HEAD W/ MP2000 NOZZLE 40, 74, 1 47 40 20 FT 039IN/HR A I SHT 4 ETo = 43 HA = 38,9B8 Shrubs o 40 I o 84 I 0 90 34 47 53 60 77 75 7 2 80 66 52 39 3 1 Min /Day/Zone LA = 38,988 (9 0 El, HUNTER PROS-12-PRS40-CV-R POP-UP SHRUB HEAD W/ MP3000 NOZZLE 86, 1 82, 3 64 40 30 FT 0 39 IN /HR A I SHT 4 Drip Number of Zones I 3 10 3 14 1 I 16 0 18 0 231 22 4 21 6 24 o I 19 9 15 5 I 11 7 94 !Total Min /Day MAXIMUM APPLIED WATER ALLOWANCE "' "" HUNTER PROS-12-PRS40-CV-R POP-UP SHRUB HEAD W/ MP[LCSIRCSISS530] NOZZLES 22, 22, 44 40 4X15FT 0 47 IN /HR Ai SHT 4 Trees o 80 I o 54 I 0 90 82 11 1 12 6 14 2 18 2 17 7 17 1 19 0 15 7 12 3 92 74 Min /Day/Zone TOTAL MAWA=(43)(0 62)[(0 7 x LA)+ (0 3 x SLA)) 727,594 Gal /Yr 4X30 FT Bubbler Number of Zones I 2 16 4 22 2 25 3 284 36 4 35 3 I 342 37 9 I 31 5 24 5 18 4 14 9 Total Min /Day ~ 6 @ HUNTER PGP-12-CV-R POP-UP SHRUB ROTOR HEAD W/ 75SR/1 SSR/3 0SR NOZZLES 0 68, 1 30, 2 70 40 20 FT 0 75 IN/HR A I SHT 4 Shrubs o 40 I o 73 I 0 80 34 46 I 53 59 76 74 7 1 79 66 5 1 38 3 1 IM1n /Day/Zone TOTAL ESTIMATED APPLIED WATER USED @ g @ HUNTER PGP-12-CV-R POP-UP SHRUB ROTOR HEAD W/ 1 5/2 5/5 0 NOZZLES 1 45, 2 30, 4 75 40 27 FT 0 73 IN /HR A/ SHT 4 Rotors Number of Zones I 7 23 8 32 4 I 36 8 41 4 53 0 51 5 49 8 55 2 45 9 35 7 26 8 21 7 Total Min /Day TOTAL EAWU=(43 x 0 62) x [(HA x PF)/IE) + SLA)] 511,799 Gal /Yr ~ ~ @ HUNTER PGP-12-CV-R POP-UP SHRUB ROTOR HEAD W/ 2 0/4 0/8 0 NOZZLES 1 85, 3 75, 7 50 40 34 FT 0 72 IN /HR A/ SHT 4 Shrubs I 040 I o 39 I 0 80 64 87 98 11 1 14 2 13 8 I 13 3 14 8 12 3 96 72 58 Min /Day/Zone MP Rotators I Number of Zones I 10 I 63 7 86 5 98 4 110 7 141 9 137 6 I 133 2 147 6 I 122 6 95 5 71 8 57 9 [Total Min /Day ESTIMATED APPLIED WATER USED 'Cl HUNTER PCB-SO BUBBLER NOZZLE ON SCH 80 NIPPLE, EACH SYMBOL REPRESENTS TWO BUBBLERS 50 (1 0) 30 N/A NIA BI SHT 4 EAWU= (43)(0 62) x [(HA x PF)] PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL Total Number of Zones I 22 114 155 177 198 254 247 239 265 220 171 129 104 Total Min /Day IE Total Controller Run Time in Hours 1 90 2 59 2 94 3 31 4 24 4 11 3 98 4 41 3 67 2 86 2 15 1 73 Total Hrs /Day !!JI POC 2" RECYCLED WATER METER WITH 2" SERVICE LINE, VERIFY SIZE, LOCATION AND STATIC WATER PRESSURE IN FIELD NIA JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC HYDROZONE #1 (Mixed water use Shrub Area ,mgated with MP Rotators) !El WILKINS 975XL, 2" RIP BACKFLOW PREVENTION DEVICE CI SHT 4 43 Q X 0 62 X 12,984 X 0 4 a 173,077 Gal /Yr 08 NO SYMBOL WILKINS 500 HLR 2" SERIES PRESSURE REGULATING VALVE, INSTALL ON UPSTREAM LEG OF BACKFLOW PREVENTION DEVICE, CI SHT 4 HYDROZONE #2 (Mixed water use Shrub Area Imgated with rotors) SET PRESSURE PER CALCULATIONS IRRIGATION NOTES 43 0 X 0 62 X 20,663 X 0 4 a 275,438 Gal /Yr NO SYMBOL VIT STRONG BOX SBBC-45SS STAINLESS STEEL "SMOOTH TOUCH" BACKFLOW DEVICE ENCLOSURE CI SHT 4 08 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY HYDROZONE #3 (Mixed water use Shrub Area 1mgated with Dnp) [SI HAYWARD MODEL #72 BASKET STRAINER 2" SIZE W/ THREADED CONNECTIONS AND 80 MESH FILTER ELEMENT D/SHT4 PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART DF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR 43 0 X 0 62 X 5,341 X Q 4 = 63,285 Gal /Yr IE] 09 HAYWARD BARRETT IRRIGATION BOOSTER PUMP, BEP/61/47/21/230/1/A/1, SEE DETAIL INSTALL PER MANUFACTURERS E/ SHT 4 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES RECOMMENDATION CONTACT DARYL GREEN@ GPS 949 584 7311 CONTRACTOR SHALL VERIFY EXISTING POWER SUPPLY PRIOR 2 BEFORE COMMENCING WORK THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE MAXIMUM APPLIED WATER ALLOWANCE I 727,594 Gal /Yr I TO ORDERING PUMP PLANS ARE APPROXIMATE ONLY ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD 1121 SUPERIOR MODEL 3200 11/2" NORMALLY CLOSED, BRASS MASTER CONTROL VALVE FI SHT 4 CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE TOTAL ESTIMATED APPLIED WATER USE I 511,799 Gal /Yr I IE] RAIN MASTER FS-150 FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER USING EV-CAB-SEN CABLE GI SHT 4 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK -LASCO SLO-CLOSE SCH 80 PVC TRUE-UNION BALL VALVE WITH SOLVENT WELD CONNECTIONS, LINE SIZE HI SHT 4 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED @ HEREIN BEFORE BEGINNING WORK WATER PRESSURE CALCULATIONS HUNTER HQ44-LRC-AW-R QUICK COUPLER VALVE, INSTALL WITHIN 10" ROUND VALVE BOX I/ SHT 5 5 THIS DESIGN IS DIAGRAMMATIC ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND WATER METER NUMBER 1 WATER METER SIZE 2" • RAIN BIRD 1X0-PESBR-PRS-D (1", 1 1/2") SERIES PRESSURE REGULATED, PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN J / SHT 5 IS TO BE INSTALLED WITHIN PLANTING AREAS HYDRAULIC GRADE LINE (F'T) NIA WATER METER ELEVATION (F'T) 250 ELEVATION DIFFERENCE (F'T) NIA STATIC PRESSURE (PSI) 61 ~ RAIN BIRD 1X0-PESBR (1", 1 1/2") SERIES DRIP REMOTE CONTROL VALVE ASSEMBLY, SIZE AS SHOWN, WITH THE FOLLOWING EQUIPMENT PROVIDED FOR EA ASSY Ki SHT 5 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS REMOTE CONTROL VALVE# A16 REMOTE CONTROL VALVE SIZE 1112" FOR DEMANDS< 18 GPM -TORO 1" DISC FILTER, MOD # T-ALFD10150-L AND SENNINGER PRESSURE REGULATOR PMR-40MF, OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE RC V DEMAND (GPM) 23 TOTAL DEMAND (GPM) 23 FOR DEMANDS> 18 GPM -TORO 11/2" DISC FILTER, MOD #T-ALFD15150-LAND SENNINGER PRESSURE REGULATOR PR-40HF PLANS WERE PREPARED ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S HIGHEST HEAD SERVED (F'T) 302 STATIC PRESSURE AT HIGHEST HEAD 38 INSTALL BOTH FILTER AND REGULATOR ON THE DOWNSTREAM SIDE OF EACH DRIP REMOTE CONTROL VALVE REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER SIZE DESCRIPTION FLOW # PSI LOSS 11:1 RAIN MASTER RME24EG1 EAGLE CONTROLLER WITH INTERNET COMMUNICATIONS CARD (1 CENTRAL), INSTALLED WITHIN STAINLESS LI SHT 5 2" SERVICE LINE (50 FT OF TYPE K COPPER) 23 1 03 PSI STEEL ENCLOSURE (SEE BELOW FOR TYPE) 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS CONTRACTOR SHALL BE 2" WATER METER (DISC TYPE) 23 2 07 PSI RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND 2" BACKFLOW DEVICE 23 3 13 0 PSI NO SYMBOL VIT SB-16SS STRONGBOX STAINLESS STEEL TOP-ENTRY CONTROLLER ENCLOSURE WITH CSA SUB-ASSEMBLY, RGVRSS AND QP-16 LISHT 5 INSTALLATION 2" WYE FILTER 23 4 0 1 PSI N/A FERTILIZER INJECTOR N/A 5 N/A PSI 181 HUNTER MINI-CLIK RAIN SENSOR, MOUNT TO REAR OF ENCLOSURE AND WIRE TO CONTROLLER LI SHT 5 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC 2" BFD ASSEMBLY PIPING (BRASS W/ 4 ELLS) 23 6 04 PSI CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE 1112" MASTER CONTROL VALVE 23 7 05 PSI !El N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD NIA 1112" FLOW SENSOR 23 8 1 0 PSI 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE 21/2" ISOLATION VALVES (BALL TYPE) 23 9 1 0 PSI [I] NIA 230 VOLT (SINGLE) PHASE ELECTRICAL POWER FOR BOOSTER PUMP SYSTEM, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD NIA TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE LABEL SPARE WIRES AT BOTH ENDS 2112" 300 FEET OF MAINLINE CL 315 PVC 23 10 05 PSI ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED NIA FEET OF MAINLINE NIA 11 00 PSI TORO RGP-2-12-E DL2000 DRIP TUBING W/ 5 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 16" APART M,N,O / SHT 5 10 21/2" 4 -90 DEGREE ELBOWS 23 12 0 1 PSI ----SEE LEGEND FOR TYPE ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH 80 SLEEVE THE SIZE IN SHRUB AREAS ALL TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE W/ 9" WIRE STAKES REQUIRED TO EASILY PULL WIRE THROUGH ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS 1112" REMOTE CONTROL VALVE 23 13 3 1 PSI FIVE (5) FEET ON CENTER, VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK SHOWN ON THE SLEEVING DETAILS SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING 1QD/o LATERAL LINE LOSS NIA 14 40 PSI -!-20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) N/A 15 0 1 PSI --TORO "LOC-EZE" FITTINGS WITH PVC TEE OR ELL FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING M,N,O / SHT 5 11 ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS 52 ELEVATION CHANGE (P O C TO HIGHEST HEAD) NIA 16 22 5 PSI . WHERE POSSIBLE ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #16) 17 47 3 PSI NO SYMBOL TORO ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "LOC-EZE" FITTINGS M,N,O / SHT 5 INSTALLATION DETAILS INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF PRESSURE REQUIRED AT HEAD 18 40 0 PSI ® HARDSCAPE TOTAL PRESSURE REQUIRED (SUM OF #17 AND #18) 19 87 3 PSI KBI PROVIDE A 1/2" BALUFLUSH VALVE AT END/MIDDLE OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE O,P I SHT 5 STATIC WATER PRESSURE (FROM ABOVE) 20 61 0 PSI INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION INSTALL MIN ONE FLUSH VALVE PER 1000' 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS ALL HEADS RESIDUAL PRESSURE (SUBTRACT#19 FROM #20) 21 -26 3 PSI OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD INSTALL 18" FROM PAVING INSTALL ALL FLUSH EQUIPMENT PER ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE THIS SET PRV OR MCV AT (#20 PLUS 10 PSI) 22 NIA PSI MANUFACTURER'S SPECIFICATIONS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 23 46 3 PSI @ PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS TORO YD-500-34 AIRNACUUM RELIEF VALVE INSTALLED WITH A FT-050 CONBINATION TEE AND A 3/4" X 1/2" REDUCER BUSHING, INSTALL O,Q/ SHT 5 AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN 1 ARV PER 500' OF DRIPLINE USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA MULTIPLE ARV'S SHALL 13 CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO BE REQUIRED PER RCV WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING PREVENT LOW HEAD DRAINAGE AND AT HIGH POINTS OF PLANTER AREA INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS 14 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND AS APPROVED 'PURPLE' PVC PIPE 3/4" -2" CL 200 AS LATERAL LINES 12" BELOW GRADE R / SHT 6 RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO --AS APPROVED 'PURPLE' PVC PIPE 2 1/2" CL 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE RI SHT 6 COMPLY WITH MANUFACTURER SPECIFICATIONS -----PVC PIPE SCH 80 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED S / SHT 6 AS APPROVED -----PLACE BELOW ALL PAVING, HARDSCAPE ETC AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE I COITT,O~"·"""' ,,,~, APPROVED FOR NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (UL APPROVED) R,S,T I SHT 6 HYDROZONE HYDROZONE DESCRIPTION I VALVE SIZE !RR/GA TION ANO PLANTING 1 MIX WATER USE SHRUBS IRRIGATED WITH MP ROTATOR HEADS I VALVE FLOW (GPM) ~DSCA,P(' NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (UL APPROVED) TI SHT 6 2 MIX WATER USE SHRUBS IRRIGATED WITH POP-UP ROTOR HEADS \, "f. ONLY, INCLUDING PRECISE ,._<:> ~~ LEN,4"4 -Pc, KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS INSTALL WITHIN NIA 3 MIX WATER USE SHRUBS IRRIGATED WITH INLINE DRIP A20 ,. 35 30 -OPERATING PRESSURE (PSI) .,~ 1-~ LOCATION OF PLANTING NO SYMBOL KB I & ,, 4470 ,:, SPRINKERIDRIP ZONES AS REQUIRED TO PREVENT LOW HEAD/EMITTER DRAINAGE 4 TREES IRRIGATED WITH DEEP-WELL BUBBLER HEADS s 1.75 1,500 -ZONE AREA (SFT) 2 -n LL LZONEPRECIPITATIONRATE .J ,,,-fl ' -t AREA NO SYMBOL KB I KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, N/A IRRMETHOD IRRIGATION METHOD DESCRIPTION ,,. , -o-t:J. "' ' WHEN RCV IS HIGHER THAN THE SPRINKLERS SPRINKER/DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD/EMITTER DRAINAGE vi,.~ .. ,. -¼~ "AS BUil T" BUBB DEEP-WELL BUBBLER HEADS IRRIGATION METHOD c1,-, (')(~ '.,.,. ~~ NO SYMBOL CARSON 'PURPLE' VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T-COVER LIDS AND CAPTIVE BOLT AND LOG-KIT FOR ROUND FLUSH VALES AND AIR N/A DRIP DRIP IRRIGATION (' or c~1.1~0 ' HYDROZONE NUMBER RELIEF VALVES USE MODEL 708, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECT SHALL BE MODEL 1419, 12" JUMBO RECT SHALL BE MRTR MP ROTATOR HEADS MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730 VALVE BOXES SHALL HAVE GREEN HOPE BODY AND GREEN LIDS IN TURF, GREEN LIDS IN SHRUB BEDS, AND TAN LIDS IN ROCK MULCH FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY ROTR POP-UP ROTOR HEADS NOWELL & ASSOCIATES DO NOT INST ALL IN CONCRETE OR ASPHALT RCE EXP DATE LANDSCAPE ARCHITECTURE ' NO SYMBOL AS APPROVED ALL RECYCLED WATER MAINLINES SHALL BE INSTALLED WITH RECYCLED WATER WARNING TAPE THAT SHALL BE PREPARED WITH SILVER NIA 2605 STATE STREET SAN DIEGO CA 92103 REVIEWED BY PRINTING ON A PURPLE FIELD HAVING THE WORDS, "CAUTION RECYCLED WATER LINE BELOW' THE OVERALL WIDTH SHALL BE 3 INCHES, AND TEL 6193251990 FAX 6193251997 THEY SHALL BE DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY AND CENTERED WARNING TAPES SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO INSPECTOR DATE MORE THE 5 FEET APART, ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE A SECOND sweeney + 1ssocl1tes I SH3ET I ~ WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECYCLED WATER LINE CITY OF CARLSBAD ....... TION ...... ANDCOIIIUl.11N NO SYMBOL AS APPROVED ALL PIPE SHALL HAVE STENCILING APPEARING ON BOTH SIDES OF THE PIPE WITH THE MARKING "RECYCLED WATER" IN 3/4" LETTERS REPEATED NIA ~ PLANNING DIVISION 0 EVERY 12 INCHES 11710SkyConyanllrlw,SUIIIC IRRIGATION LEGEND FOR -CARMI AS APPROVED NON-POTABLE WATER SIGNS, QUANTITY AND LOCATIONS PER COUNTY DIRECTION YI SHT 6 NL .. LIUO p -~ W 1110 f TABATA RANCH NO SYMBOL ...a-. •• -,11 a e AS APPROVED RECYCLED WATER TEST STATION, INSTALL PER SAN DIEGO DEH REQUIREMENTS Z I SHT 6 ......... ., • HOA MAINTAINED AREA ~ c11ar.u11 • Allllln. r .... • Pl I III I H Flarldl 12/20/13 EE FINAL SUBMITTAL 12110/13 EE PLANCHECK CORRECTIONS I APPROVED 1-i:..t( lr-~l .n 1f- I 11/12/13 EE PLANCHECK CORRECTIONS l-1+-I± :PLANNING I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION 9/17/13 EE PLANCHECK CORRECTIONS DATE PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE 2/21/12 EE PLANCHECK CORRECTIONS I I REGULATIONS I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE DWN BY· PROJECT NO DRAWING NO REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CT 06-15 REVISION DESCRIPTION RVWO BY 471-9L IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL ...-------FINISH GRADE IN TURF AREAS ,----RECYCLED WATER ID TAG PVC MAINLINE FROM BACKFLOW DEVICE OR WATER METER AS REQ LASCO #896 PVC UNION SUP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY 314" CRUSHED GRAVEL-,-~ PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE HEAT BRAND "BS" ONTO LID ::-:0--FINISHED GRADE IN SHRUB AREAS r--'1-..tt-f.'io"--BASKET STRAINER WITH BRONZE THREADED BODY AND S S BASKET L--PVC MAINLIE TO MASTER CONTROL VALVE OR OTHER EQUIPMENT AS REQUIRED ~---BRICK SUPPORTS, 4 REQUIRED '--------LANDSCAPE FABRIC TO 4" MINIMUM DEPTH SECTION VIEW -NT S COVER BOTTOM AND ALL SIDES OF VALVE BOX NOTE USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX USE SCH 80 PVC 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED (TYP BOTH SIDES) @ BASKET STRAINER ...-----------FINISHED GRADE IN TURF AREAS 6" ...-----PLASTIC 10" ROUND VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT HEAT BRAND "BV" ONTO LID -----FINISHED GRADE IN SHRUB AREAS ,---~=H+.=H+-----LASCO "SLO-CLOSE" SCH 80 PVC, TRU-UNION BALL VALVE, SOLVENT WELD CONNECTIONS SIZE BALL VALVE PER THE MAINLINE SIZE -±:11--------6" PVC CL 160 PIPE, LENGTH AS REQUIRED, 12" MINIMUM ~~}-----BRICK SUPPORTS, THREE REQUIRED ·-----ONE CUBIC FOOT OF 3/4" CRUSHED GRAVEL PROVIDE ONE 30" STEEL VALVE KEY FOR EA 3 VALVES INSTALLED ,---PVC IRRIGATION MAINLINE, .,....-----~ SEE LEGEND FOR SPECIFICATION '-------SOLVENT WELD CONNECTIONS SECTION VIEW -N T S ()CWJll,I 2007 S-..,. l -'-la, n; @ BALL VALVE ...-----------------FINISH GRADE ...--------------BRASS THO 90 DEG ELL, TYPICAL ,------------BRONZE WYE STRAINER, IF SPECIFIED r----------RIP PRINCIPLE BACKFLOW DEVICE WITH 2 BRASS BALL VALVES, SEE LEGEND FOR BRAND, MODEL AND SIZE 1----"SMOOTH TOUCH" STAINLESS STEEL BACKFLOW ASSEMBLY ENCLOSURE t-tt-----BRASS NIPPLES, LENGTH AS REQ W-+t----BRASS UNION, ONE REQUIRED ------f+--++----BRONZE PRESSURE REGULA TOR WI GAUGE AND UNION ASSEMBLY SHALL BE SIZED EQUAL TO THE BACKFLOW DEVICE SIZE, TYPICAL SCH 80 PVC FEMALE ADAPTER PVC MAINLINE TO MASTER VALVE '-----SCH 80 PVC NIPPLE 6" MIN LENGTH '---------------COPPER FEMALE ADAPTER '-----------------TYPE K COPPER PIPE FROM METER SECT! ON VIEW -N T S NOTE ~.....-i,~-~~ CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING IF BACKFLOW ENCLOSURE IS SPECIFIED, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER © BACKFLOW DEVICE ,------FINISH GRADE IN TURF AREAS ,---RECYCLED WATER IDTAG PVC MAINLINE FROM MASTER CONTROL VALVE, NO FITTINGS WITHIN 10 PIPE DIA UP STREAM AND 5 PIPE PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE HEAT BRAND "FS" ONTO LID "'--FINISHED GRADE IN SHRUB AREAS PVC MAINLINE TO RCVS PIPE PER PLANS AND SPECS '-----BRICK SUPPORTS, DIA DOWN STREAM OF SENSOR 4 REQUIRED 314" CRUSHED GRAVEL.,---~ 4" MINIMUM DEPTH '-----CONTROL WIRES TO CONTROLLER, IN CONDUIT IF INDICATED IN LEGEND '------FLOW SENSOR, SEE LEGEND LANDSCAPE FABRIC TO---~ COVER BOTTOM AND ALL SECTION VIEW -NT S FOR BRAND, MODEL AND SIZE SIDES OF VALVE BOX ~ .... 2007 ....,. l ........, n: NOTE USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX USE SCH 80 PVC 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED @ FLOW SENSOR + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 0 • • 0 ,,------RUBBER DRAIN CAP MISSION RUBBER CO NO 0704-015, 4" f-+~-t+::--------SCH 80 NIPPLE, LENGTH AS REQUIRED, 2 REQUIRED ~9-,of--t-,,:=r,;1..--------KBI 112" ANTI-DRAIN VALVE -------NATIVE SOIL ~-------DRILL THROUGH PIPE ,--------ROOTBALLOFTREE ,,,----BUBBLER HEADS PER LEGEND AND AS SHOWN ABOVE ,---------INSTALL POP-UP SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS ,_ _____ POP-UP SPRINKLER HEAD, SPRAY OR ROTOR, SEE LEGEND FOR BRAND, MODEL, POP-UP HEIGHT AND NOZZLE REQUIRED 112 INSTALL POP-UP SPRINKLER HEAD 112" -ABOVE FINISHED GRADE IN SHRUB ffi~ [ AND GROUND COVERS AREAS rn ITT;';;m,,=------UNDISTURBED SOIL 0 ;;=;ill ffi L DO NOT INSTALL USING SIDE INLET =ffi=ffi=f ,-----PRE-ASSEMBLED TRIPLE SWING JOINT, HUNTER SJ SERIES (OR APPROVED EQUAL) LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER INLET ,----SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE + + • + '--------112" PVC ELL (SxT) PROVIDE BUBBLER QUANTITIES AS INDICATED BELOW ~-LATERAL LINE, SEE SPECIFICATIONS ,r----", --..,."'',-.....J., FOR TYPE AND DEPTH REQUIRED 0 o. "o ~ •• ,,,,,__ _________ 4" DIA x 36" LONG PERFORATED PVC DRAIN PIPE FILL WITH 314" GRAVEL TO BOTTOM OF CHECK VALVE '----------------AMMENDED BACKFILL '-------------------ROOTBALLOFTREE SECTION VIEW - NTS @ DEEP WELL BUBBLER .------FINISH GRADE IN TURF AREAS ...----RECYCLED WATER ID TAG PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE HEAT BRAND "MCV" ONTO LID --FINISHED GRADE IN SHRUB AREAS e~--24" WIRE LOOPS AND 3M DBY-6 WATERPROOF WIRE CONNECTORS __,._ _____ PVC MAINLINE TO FLOW SENSOR, PIPE PER PLANS AND SPECIFICATIONS ~-BRICK SUPPORTS, 4 REQUIRED 2 BUBBLERS PER TREE PLAN VIEW-NI S PVC MAINLINE FROM BACKFLOW DEVICE OR BASKET STRAINER, USE SCH 80 PVC 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED CONTROL WIRES TO CONTROLLER, IN CONDUIT IF INDICATED IN LEGEND 1 CLOSE-COUPLED CENTRIFUGAL PUMP, CAST IRON BRONZE FITTED 2 NEMA 4X SIMPLEX CONTROL PANEL FOR AUTOMATIC OPERATION 3 BRONZE 1/4 TURN BALL VALVE LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY NOTE ------314" CRUSHED GRAVEL, 4" MINIMUM DEPTH '-------LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX -----ELECTRIC MASTER CONTROL SECTION VIEW-NT S VALVE, SEE LEGEND FOR TYPE ~ Xll1 S...., I .-.cdl,s r..: 4 BRONZE NON-ADJUSTABLE FLOW SWITCH 5 TYPE "L" COPPER 6 BROl'IZE UNION ADAPTER 7 PRESSURE GAUGE, LIQUID DAMPENED 8 BRONZE DISC STYLE CHECK VALVE 9 MARINE GRADE ALUMINUM ENCLOSURE, HINGED TOP 10 STRUCTURAL ALUMINUM BASEPLATE 11 BRASS PIPE, DOUBLE WRAPPED WITH PVC PIPE WRAP 12 BRASS 90 DEG ELBOW USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX 13 PVC SCHEDULE 80 MALE ADAPTER 14 CONCRETE THRUST BLOCKS 1 CUBIC FEET MINIMUM 15 4 INCH THICK CONCRETE PAD, ASTM C-94, ACI STD 318-83 MIX, 2500 PSI RATED 16 MAIN POWER CONDUIT 17 IRRIGATION CONTROLLER SIGNAL CONDUIT ® MASTER CONTROL VALVE sweeney + associates --■ION .. -MlltCOMUL,_ Cllllornlo NTJD.,C..,..Drlw,SUIIIC llhi•-c:A-•1•• ,-111.-~, MMtlle& WSj F WWW.I US) cg I ® ...._Cllflmlo.-.,T-•l'l.lu J J 1,n..,w. I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER BOOSTER PUMP 12/20/13 EE FINAL SUBMITTAL 12/10/13 EE PLANCHECK CORRECTIONS 11/12113 EE PLANCHECK CORRECTIONS 9117113 EE PLANCHECK CORRECTIONS 2121112 EE PLANCHECK CORRECTIONS 0,l,TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION SECTION VIEW -N TS NOTE ~ 1001 ,,_,.,. t --.. llr. INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS INSTALL SPRINKLER HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS INSTALL SPRINKLER HEADS PLUMB ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS @ POP-UP SPRINKLER • • • . . . • • . ... • • • •• . ' • '-@ • . , • • SECTION VIEW -N TS APPROVED FOR !RR/GA TION AND PLANTING ..,~osc,4,00 '-E -f ONLY, INCLUDING PR[CIS[ ,._<::> ~<;) L N-4"1..,: Sj)C' <?q, ~~ LOCATION OF PLANTING t 4470 ;:;\ :::;~~ ~ AREA .. _,-1 ~ ~-/", ,J ... ,j'\,..,.~ OAtt ¾ ~ "AS BUil T" -1 I'. e.r,. ,_,..,, ~-<f- < OF C-'L\~O NOWELL & ASSOCIATES LANDSCAPE ARCHITECTURE RCE EXP DATE 2605 STATE STREET SAN DIEGO CA 92103 REVIEWED BY TEL 6193251990 FAX 6193251997 INSPECTOR DATE I SH4ET I CITY OF CARLSBAD ~ PLANNING DIVISION 0 IRRIGATION DETAIJ..5 FOR TABATA RANCH HOA MAINTAINED APPROVED ff;-<--&-81-oir l·l+-1-+ PLANNING DATE OWN BY. PROJECT NO. DRAWING NO, 0,l,T( INITl,l,L 0,l,T( INITI,l,L CHKD BY: CT 06-15 OTHER APPROVAL CITY APPROVAL RVWO BY 4 71-91 9" WIRE STAKE INSTALLED -------------- FIVE (5) FEET ON CENTER DRIP TUBING, TYPICAL BOTH SIDES OF TEE, SEE LEGEND FOR TYPE TORO LOC-EZE T-FAM-16 LOC-EZE x 112" MPT MALE ADAPTER, TWO (2) REQ ON TEE, ONE (1) REQ FOR ELBOW 112" SCH 80 PVC THREADED NIPPLE, LENGTH AS REQUIRED KING BROTHERS (KBI) FLEXIBLE----- NIPPLE, MODEL #FVN-500-6F, MIPT x FIPT, 112" x 6" LENGTH) PVC LATERAL LINE SCH 40 PVC TEE FITTING ____ _, S x S x T, LATERAL SIZE x 112" DRIPLINE TUBING ..---------FINISHED GRADE IN TURF AREAS -----RECYCLED WATER ID TAG 4" 12" ----TORO T-YD-500-34 AIR /VACUUM RELIEF VALVE, INSTALL AT SYSTEM HIGH POINT ---PLASTIC ROUND VALVE BOX, 6" SIZE HEAT BRAND "AR" ONTO LID 2" FINISHED GRADE IN --SHRUB AREAS -I I~~'---AMENDED OR NATIVE SOIL I r-'=..Lll½7f'-1,d-.._,-Di--j,-;~.u.~>---SUB-SURFACE ORI P TUBING, DEPTH PER LEGEND .11-----LANDSCAPE FABRIC, WRAP UP AND OVER ALL OPENINGS ~~'.Q----BRICK SUPPORTS, 2 REQ '--------CRUSHED 3/4" ROCK, MIN 4" DEPTH INSIDE BOX '--------TORO T-FTF-16, LOC-EZE x 112" FPT TEE FITTING @ DRIP AIR RELIEF VALVE STAINLESS STEEL----t FLIP TOP LID, SHOWN IN OPEN POSITION POWER SWITCH---/ AND RECEPTACLE 1 114" PVC CONDUIT/ SWEEP FOR ELECTRIC SERVICE 1" PVC CONDUIT/SWEEP FOR ET GAGE WIRES (IF REQ) 1" PVC CONDUIT/SWEEP FOR TELEPHONE LINE (IF REQ ) ~--DUAL HYDRAULIC PISTONS SUPPORT LID OPEN CONTROLLER ENCLOSURE DIMENSIONS WHEN CLOSED 38"H x 16"W x 15 S"D r----TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTION ,---STAINLESS STEEL, UL LISTED, PREDRILLED, REMOVABLE BACKBOARD REMOVABLE FRONT PANEL NOT SHOWN PREFORMED ALUMINIUM PAD STRONGBOX QUICKPAD ENCLOSURE MOUNTING PAD WITH PREFORMED ALUMINIUM PAD, PLASTIC BASE AND ALL STAINLESS STEEL HARDWARE 1 114" PVC CONDUIT/SWEEP FOR COMMUNICATION CABLE TO OTHER CONTROLLERS (IF REQ ) 3" PVC CONDUIT/SWEEP FOR CONTROL WIRES TO VALVES 1 114" PVC CONDUIT I SWEEP FOR GROUND WIRE '-----------1" PVC CONDUIT/SWEEP FOR SECTION VIEW-NT S FLOW SENSORIMCV WIRES (IF REQ) CD CONTROLLER ENCLOSURE ---------FINISHED GRADE IN TURF AREAS ------BALL FLUSH VALVE WITH BRASS HOSE ADAPTER SEE LEGEND FOR SPECIFICATION ----PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER HEAT BRAND 'FV" ONTO LID • -FINISHED GRADE IN SHRUB AREAS 2" IN .111,1,l,---,----\\r-----STAINLESS STEEL CLAMPS TYPICAL IRV~l,Ces,---;;;;-f.;;;---\\-----RECYCLED WATER ID TAG SCH 80 PVC NIPPLE 3/4" x LENGTH AS REQUIRED BRICK SUPPORTS '--.-J-~1-+---_j ----LATERAL LINE '----------LANDSCAPE FABRIC '-----------314• ROCK, 1 CUBIC FT '------------PVC S x TELL '---------------#4 x 30" REBAR STAKE SECTION VIEW -N T S ® DRIP FLUSH VALVE ----------FINISH GRADE IN TURF AREAS -----PRESSURE REGULATOR ---DISC FILTER --PLASTIC RECTANGULAR 'JUMBO' VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID I RECYCLED WATER ID TAG PVC PIPE, SIZE PER PLANS, TYPEPER ~-"' LEGEND--C,_-=- USE STANDARD BOX OPENINGS FOR PIPE, DO NOT CUT BOX BRICK SUPPORTS, 4 REQUIRED LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY ELECTRIC REMOTE CONTROL --~ VALVE, SEE LEGEND FOR TYPE SPARE CONTROL WIRE, LOOP FINISHED GRADE IN SHRUB AREAS ~~~--24" WIRE LOOPS AND 3M DBY-6 WATERPROOF WIRE CONNECTORS SCH 80 PVC SLIP 90 DEGREE ELL SCH 40 PVC PIPE OR SCH 80 TO E NIPPLE WITH D I SERVICE TEE ---TAPE WIRES TO PIPE --. ,.-SCH 80 PVC SLIP TEE OR LEEMCO DUCTILE IRON BBT SERVICE TEE FOR USE ON BELL AND GASKET MAINLINE PIPE '----314" CRUSHED GRAVEL, 4" MINIMUM DEPTH '-----LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX 48" LENGTH INTO EACH RCV BOX SECTION VIEW-NT S ~ 2001 S-..,. .. ...,.., 1 ... ® DRIP RCV ASSEMBLY DRIPLINE BLANK LATERAL DL 2000 POLY CONNECTION FITTINGS TO DRIPLINE LATERALS~ DRIPLINE BLANK LATERAL--- AIRNACUUM RELIEF VALVE ---lol PVC LA;ERAL -------11 CONNECTION TO PVC LATERAL--=-_; SEE LEGEND FOR TYPE I ------PVC HEADER SIZE PER PLAN MIN SIZE 3/4" PVC HEADER------ MIN 3/4" SIZE FLUSH VALVE-~'---· -DRIP RCV ASSEMBLY DL 2000 IN-LINE TUBING IN ROWS 12-16 INCHES ON CENTER ON----' LEVEL GROUND INSTALL TUBING 4-6 INCHES OFF EDGE OF PLANTER INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH TUBING SECTION PER PLAN RUN AIRNACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM ATTACH ALL IN-LINE DRIP TUBING TO BLANK LATERAL MORE THAN TWO RELIEF VALVES MAY NEED TO BE INSTALLED PER SECTION @ DRIPLINE CONNECTION(PLAN) •w-ney + a11oclate1 IIIHltaA.TIOII ...... ANaCONMA.TIM -ll73051tyConyanDl1w,SUIIIC Munllll,CANIU NlMJ ..,,,p•NLVJ MIOf .. ,1e, •• ., : C'IOl"'I www.s••--, m .------FINISH GRADE IN TURF AREAS ..---RECYCLED WATER ID TAG USE STANDARD BOX OPENINGS FOR PIPE, DO NOT CUT BOX BRICK SUPPORTS, 4 REQUIRED LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY ELECTRIC REMOTE CONTROL VALVE, SEE LEGEND FOR TYPE PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE HEAT BRAND ''RCV" AND CONTROL STATION# ONTO LID FINISHED GRADE IN SHRUB AREAS !iff:J±ll-rt---24" WIRE LOOPS AND 3M DBY-6 WATERPROOF WIRE CONNECTORS ~-"'--1-"---SCH 80 PVC SLIP 90 DEGREE ELL r-"---SCH 40 PVC Pl PE OR SCH 80 TOE NIPPLE WITH D I SERVICE TEE -1--T APE WIRES TO Pl PE ,c;:::J,;;-SCH 80 PVC SLIP TEE OR LEEMCO DUCTILE IRON BBT SERVICE TEE FOR USE ON BELL AND GASKET MAINLINE PIPE SPARE CONTROL WIRE, LOOP--✓ 48" LENGTH INTO EACH RCV BOX ~---314" CRUSHED GRAVEL, 4" MINIMUM DEPTH ~----LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX SECTION VIEW -NT S 0 REMOTE CONTROL VALVE ;;:;::;;;;;;;;;;;;,;;;;;;;;;;;;;;,;.;;;;;;;;;;;;;;;i=jiii~;;;;;;;~;;;;;:;;;;;;;~~~f..--AMMENDED so1u• 1-111-111-111-111-111-111-111-11 i-~~~~~L~~c:;TER __ 111 __ 111_11 -11 __ 111-ill-_111_111_1 4" TUBING INSTALLATION ---DRIP TUBING CT,T-'--'--'-' ---AMMENDED SOIL· -- BRING SOIL LEVEL T04 5" BELOW FINISHED GRADE PRIOR TO DRIP TUBING INSTALLATION 1--1 1-1--1 1-1-1 I 1-11 1-1 I 1-1 11-1 I 1-1 '--WIRE STAKE SECTION VIEW -N T S RECOMMENDED INSTALLATION •ASPER LANDSCAPE DRAWINGS TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 4 5" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING BACKFILL FINAL 4 5" OF SOIUBARK MULCH OVER THE TUBING AFTER INSTALLATION OF THE TUBING AND OBSERVATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE @ DRIPLINE CONNECTION ----------FINISHED GRADE IN TURF AREAS --------RECYCLED WATER ID TAG ..----PLASTIC 10" ROUND VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT HEAT BRAND "QCV" ONTO LID 111 11 lj """'----FINISHED GRADE IN SHRUB AREAS lll,l l[lj'I I 3" _-JI.W.:,..!l.l,/,;R,..----QUICK COUPLING VALVE, SEE = = "k--hF====¥ LEGEND FOR BRAND AND MODEL 11111 i I I I I PVC MAINLINE -- SEE LEGEND AND SPECIFICATIONS .--lliioUJ..,W...----314" CRUSHED GRAVEL, 4" MINIMUM DEPTH 11-------LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX (S~~~8;J------BRICK SUPPORTS, 3 REQUIRED '---------LASCO SNAP-LOK PVC SWING JOI NT WI MALE BRASS STABILIZER ELBOW AND SNAP-LOK COLLAR 3/4" QCV USE MODEL G13T-310 1" QCV USE MODEL G13S-310 l --------,.--,r--l_:_::._~='j--SCH 80 PVC SxSxT TEE FITTING, MAINLINE x QCV INLET SIZE ---------REBAR STAKES, 112" DIAMETER x SECTION VIEW -NT S 24" LONG, TWO REQUIRED NOTE USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS QUICK COUPLER VALVE SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE CD QUICK COUPLER VALVE APPROVED FOR !RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BU IL T" NOWELL & ASSOCIATES DATE r s1a LANDSCAPE ARCHITECTURE 2605 STATE STREET, SAN DIEGO CA 92103 TEL 619 325 1990 FAX 619 325 1997 REVIEWED BY INSPECTOR EXP ___ _ DATE 1---------j---+-----------+-----+--+--+----1lsH5EETl.c_r_T_Y--'-=..:o=F=-=--c=A=R=L~s-B_A_Dc__~o ~ PLANNING DIVISION ~ 1----l----+----------------t--------1---+---+------t IRRIGATION DETAII."3 FOR ~ Colllornll • Auolln, T-, "'-I, I :: Flarltla ' TABATA RANCH HO A MAI NT AI NED I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER 12120113 EE 12110113 EE 11112/13 EE 9/17113 EE 2121/12 EE DA TE INITIAL ENGINEER Of WORK FINAL SUBMITTAL PLANCHECK CORRECTIONS PLANCHECK CORRECTIONS PLANCHECK CORRECTIONS PLANCHECK CORRECTIONS REVISION DESCRIPTION APPROVED PLANNING (-1+.~-t DATE OWN BY: I PROJECT NO I DRAWING NO DATE INITIAL DATE INITIAL CHKD BY. -~-CT O 6 15 7 f--O-TH_E_R_AP~P-R-OV-Al-1-----C-IT_Y_M'~P-R-OV_A_L_, L':R~VWD~,_.,B_,_Y---===c.l '-------=------"'--'--~ 4 1 -9 L ;;;;;;;:;::;:;;;;;:;:;:;;:;;:;;:;:;;:;;;:;;::;::;:;::;;:;;::;:;:;;;;;:;:;;;:;;:;;::;::;;;;;::;:;:;;;;:;;;;:;:;;;;;::;:;:-1-RN IS H GRADE 1111 111 111 111 111 1 I 1111 111111 111 111 111 1111111 I 1111 111 111 111 1 !111~111~111~111~111~11,,,111,,,111,,,111,,,111,,,1 3" WIDE METALLIC MARKER TAPE l111111111111111111111111111:LI O RECYCLED WATER I 111 111 111 111 I NON-PRESSURE LATERAL WATER 111 111 111 111 I _ _.. PIPE FROM IRRIGATION HEAD TO =1 111 111 111 111_1 IJ I I IRRIGATION HEAD WHENEVER 0 THE LINES CROSS THE POTABLE fl 11 1 I I I 11 I I 11 11 I I 11 11 I I I~ -•-------~1:iY~~Es~~:iE1i REQUIRED PRESSURE MAINLINE PIPE NOTE WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS, THE RECYCLED WATER LINES SHALL BE INSTALLED BELOW THE POTABLE LINE IN A CLASS 200 COLORED PVC SLEEVE, THE SLEEVE SHALL EXTEND 5-FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 10 FEET ~r t'------POTABLE WATER LINE 12" --------------12" MINIMUM CLEARANCE (TYPICAL) '--------RECYCLED WATER PRESSURE MAINLINE AND SLEEVE @) POTABLE MAINLINE CROSSING r------------------3/8" DIA PEA GRAVEL SUMP (MIN 1/2 CU FT) .---------------PVC SCH 40 SOLVENT WELD FITTINGS -------------MAINLINE .------------BALL VALVE WITH 3/4" FEMALE THREAD '-i_J,,,,1,--3/4" x 1/4" (FEMALE IRON PIPE THREAD) BRASS THREADED BUSHING WITH 1/4" CAPPED OUTLET t---PURPLE COLOR VALVE BOX AND LID (SEE SPECS) ~--+<,----MAINLINE, SEE PLANS FOR SIZE t--BRICK SUPPORTS ON COMPACTED UNDISTURBED SUBGRADE (MIN OF FOUR PER BOX) '---------------PVC SCH 40 SOLVENT WELD FITTINGS PLAN VIEW-NT S @ CROSS CONNECTION TEST STATION SIDEWALK----~ CURB----~ ,----.---METER BOX WITH METER /24• I I APPROX 8" d---- 12" MINIMUM ~ 10' MINIMUM WATER IRRIGATION MAINLINE WITH SLEEVE V RECLAIMED WATER IRRIGATION MAINLINE WITH SLEEVE-------~ NOTE VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 1 O' HORIZONTAL CLEARANCE FROM THE POTABLE MAINLINE IN THE STREET @ POTABLE SERVICE LINE CROSSING F 2" Galv Steel POST WE ARE CONSERVING OUR MOST VALUABLE RESOURCE BY IRRIGATION OUR LANDSCAPE WITH RECYCLED WATER • • • RECYCLED WATER AQUA RECICLADA DO NOT DRINK NO ROME EL AQUA • 11111_111 • 4 • 11 • • • 10" Dia Concentrat..--_. (J_) RECYCLED WATER SIGN C: :; N NOTE 1-------LOW VOLTAGE WIRES, 3 MAXIMUM ~-----WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE iJllll'-t't-~·-----CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE ------POLY TUBE PRE-FILLED WITH WATERPROOF GEL ~--LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCH LOK ELECTRICAL SPRING CONNECTOR WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE ......... INSULATION PRIOR TO INSERTION SECTION VIEW -NT S INTO THE CONNECTIOR TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT • • DIMENSION • • • . . . • • • SECTION VIEW -NT S ~:IOOl"-,.1"-•"'- A B C D PAVING SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL LATERAL LINES IN SCH 40 SLEEVE CONTROL WIRES IN SCH 40 SLEEVE UNDISTURBED SOIL PRESSURE MAINLINE IN SCH 40 SLEEVE PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL •■1111■1111■1111••·-···•-i--·-•>-- SECTION VIEW -NT S ~'1007_...,a-...n DIMENSION A B C FINISH GRADE CLEAN COMPACTED BACKFILL RECYCLED WATER WARNING TAPE, TWO LAYERS REQUIRED LATERAL LINES, SEE SPECS CONTROL WIRES, SEE SPECS UNDISTURBED SOIL PRESSURE MAINLINE, SEE SPECIFICATIONS KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL TUBE SHALL BE SUPPLIED PREFILLED WITH GEL 1 1/2" TO 6" IN SIZE 36" 24" 24" 4" DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 -3 #14 OR 2 #12 PRE-STRIPPED WIRES LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION G) WIRE CONNECTION TO ONSITE (PROPOSED) IRRIGATION SYSTEM (SEE NOTE 3) ✓ NOTES 10' MIN (SEE NOTE 2) TO ONSITE (EXISTING) IRRIGATION SYSTEM 1 STUBOUTS SHALL BE VISIBLE AT ALL TIMES (12" MIN ABOVE EXISTING GRADE) 2 MAINTAIN 10-FOOT MIN SEPARATION BETWEEN EXISTING AND PROPOSED IRRIGATION SYSTEM AT ALL TIMES DURING CONSTRUCTION 3 CONTRACTOR SHALL SATISFY ALL THE REQUIREMENTS OF THE SD WAS STANDARD SPECIFICATIONS, AND DRAWINGS PRIOR TO SCHEDULING FINAL CONNECTION WITH OTAY WATER DISTRICT 4 CONTRACTOR SHALL PERFORM FINAL CONNECTION WITH DISTRICT REPRESENTATIVE(S) PRESENT AT TIME OF FINAL CONNECTION BETWEEN EXISTING AND PROPOSED IRRIGATION SYSTEMS @ POC SEPARATION DETAIL @ SLEEVE INSTALLATION STREET SURFACE-----------, 3 5" POTABLE WATER MAINLINE 7 MINIMUM REQUIRED --==========t. VERTICAL SEPARATION 12" RECLAIMED WATER IRRIGATION / MAINLINE IN SLEEVE ~ NOTE Ci ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN THE "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS WATER DISTRICT" RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS OCTOBER 1993 @ POTABLE MAINLINE CROSSING 1/2" TO 2-1/2" IN SIZE 18" 12" 4" 3" TO 6" IN SIZE 24" 4" @PIPE INSTALLATION NOWELL & ASSOCIATES LANDSCAPE ARCHITECTURE 2605 STATE STREET. SAN DIEGO CA 92I03 TEL 6193251990 FAX 6193251997 APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BU I LT" RCE __ _ EXP ___ _ DATE REVIEWED BY INSPECTOR DATE sweeney + nsoclates ......_TIOIIII ........ C:O•UL;r ... Clllomlo ,mo-.,ean,-,~-c llw:!l la.CA- l----+--./-----------+--r------t----t----11 L-s=H6E=ET=-I =c====rT==Y====o==F=C=A=R=L=s=B=A=D==--=I ==o==:I ~ PLANNING DIVISION IRRIGATION DETAILS FOR •JMJ a~••L .. :nssaf www.a55msp rm C ■ , •. ,._._T-•ft.lr I I ,"lorllll I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER 12/20/13 EE 12/10/13 EE 11/12/13 EE 9/17/13 EE 2121/12 EE DATE INITIAL ENGINEER Of WORK FINAL SUBMITTAL PLANCHECK CORRECTIONS PLANCHECK CORRECTIONS PLANCHECK CORRECTIONS PLANCHECK CORRECTIONS REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL APPROVED PLANNING OWN BY CHKD BY: RVWO BY TABATA RANCH HO A MAI NT AI NED PROJECT NO CT 06-15 1-1+-1-+ DATE DRAWING NO 471-91 \ WATER PRESSURE CALCULATIONS WATER METER NUMBER LOT#3 WATER METER SIZE HYDRAULIC GRADE LINE (FT) ELEVATION DIFFERENCE (F1) NIA WATER METER ELEVATION (Fn NIA STATIC PRESSURE PSI) REMOTE CONTROL VALVE# 6 REMOTE CONTROL VALVE SIZE RC V DEMAND (GPM) 10 TOTAL DEMAND (GPM) HIGHEST HEAD SERVED (FT) 300 STATIC PRESSURE AT HIGHEST HEAD SIZE DESCRIPTION 1" SERVICE LINE (50 FT OF TYPE K COPPER) 3/4" WATER METER (DISC TYPE) 1114" PRESSURE REGULATOR NIA WYE FILTER NIA FERTILIZER INJECTOR NIA BFDASSEMBLY PIPING (BRASS WI 4 ELLS) NIA MASTER CONTROL VALVE NIA FLOW SENSOR 1114" ISOLATION VALVES BALL TYPE) 11/4" 230 FEET OF MAINLINE SCH 40 PVC N/A FEET OF MAINLINE 1114" 43-90 DEGREE ELBOWS 1" REMOTE CONTROL VALVE 10% LATERAL LINE LOSS 20'% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) 28 ELEVATION CHANGE (P O C TO HIGHEST HEAD) TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #16) PRESSURE REQUIRED AT HEAD TOTAL PRESSURE REQUIRED (SUM OF #17 AND #18) STATIC WATER PRESSURE (FROM ABOVE) RESIDUAL PRESSURE (SUBTRACT #19 FROM #20 SET PRV OR MCV AT (#20 PLUS 10 PSI) FLOW # PSI LOSS 10 1 1 8 10 2 1 6 10 3 30 NIA 4 00 NIA 5 NIA NIA 6 NIA NIA 7 NIA NIA 8 NIA 10 9 05 10 10 1 4 NIA 11 00 10 12 02 10 13 20 NIA 14 40 NIA 15 0 3 NIA 16 12 1 17 269 18 40 0 19 669 20 110 0 21 43 1 22 770 PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 30 PSI RESIDUAL 23 NIA s-ney + associates ..-ATION-Macma&TINII C llf@mll lfflOSliyC.,,..DrM,-C ~CA-NL~p-NL~I dlrnw.a, T WWWJWW:etkll R -.c• ,:11-Auoln, r-• ,u" c I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER 314" 272 110 1112" 10 98 PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI I 1j Ii I I I I I ' I I r I -EXtSTlNG_AC_CESS ROAD ! ----------- PROPERTY LINE 6" CONCRETE MOW CURB, SEE PLANTING PLAN - - LOT #1 CONTROLLER -~ LOCATION, REFER TO NOTE 'A' AT RIGHT -- ' \ I I ----- 6" CONCRE:rE-MOW CQ;, --' ·SE!: PLANTING PLAN I ----rl _! --1.---.....--..... ---,..----. -2 1" 3 40 ! MRTR 0 39 322 I 3 40 MRTR O 39 365 --- sweeney + associates ....-.'nCIN-AaCONall.TWlle C1lll11ml1 3m0ayc.n,on DrM,SulllC llunla,CA_, NL ... ltalOp•NLM'I CSIOf ..., .. , JMll~IIHC.COIII WW'a.CALZ)MNC cam ....,...Clllbnla·Aultlni, Tw-Plw•, tal1,l'lorkll LEMON LEAF DRIVE 12120/13 EE 12110/13 EE 11/12/13 EE 9/17/13 EE 2121112 EE DA TE INITIAL ENGINEER Of WORK PUBLIC RIGHT-OF-WAY LINE I I I~ Ii 0:: I o.. I , I 6 10 MRTR O 39 7 1" 7 MRTR 0 39 40 905 40 761 \ \ '\ FINAL SUBMITTAL PLANCHECK CORRECTIONS PLANCHECK CORRECTIONS PLANCHECK CORRECTIONS PLANCHECK CORRECTIONS \ \ \ \ \ \ \ . \ \ ' \ \ \ \ \ \ \ \ REVISION DESCRIPTION NOTE A CONTROLLERS SHALL EACH BE A HUNTER I-CORE MOD # IC-600-PL INSTALLED ON A POST, CONTRACTOR SHALL PROVIDE ADDITIONAL ICM-600 MODULES AS NECESSARY TO ACHIEVE PROPER STATION COUNT 11 0V POWER SHALL BE PROVIDED TO EACH CONTROLLER DURING CONSTRUCTION, PRIOR TO THE INSTALLATION OF IRRIGATION FINAL LOCATION OF CONTROLLERS AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK NOTE B MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS, A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, AND OUTSIDE THE PUBLIC RIGHT-OF-WAY NOTEC CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK NOTED CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE 0 10' 20' APPROVED FOR 40' !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" NOWELL & ASSOCIATES LANDSCAPE ARCHITECTURE 2605 STATE STREET, SAN DIEGO, CA 92103 RCE __ _ REVIEWED BY EXP ___ _ DATE TEL 619325 1990 FAX 6193251997 INSPECTOR DATE I SH7ET I CITY OF CARLSBAD l2_QJ PLANNING DIVISION 0 IRRIGATION PLAN FOR TABATA RANCH PRIVATELY MAINTAINED AREAS APPROVED /1-vl 4-E:ll-o-tt I• 1 '"1"-1+ PLANNING DATE INITIAL OTHER APPROVAi. CITY APPROVAL DWN BY: I PROJECT NO I DRAWING NO CHKD BY: CT 06-15 471-91 RVWD BY: LOT 1 ero I Month {Inches} ero I Day (Inches} Irrigation Days I Week Plant I lrrlg Type AKc Pr Rate IE Shrubs O 40 0 39 O 80 MP Rotators Number of Zones 2 Total Number of Zones 2 Total Controller Run Time In Hours LOT 3 ETo I Month (Inches) ero I Day (Inches) Irrigation Days I Week Plant I lrrlg Type AKc Pr Rate IE Shrubs o 40 o 64 O 90 Drip Number of Zones 1 Shrubs 040 0 39 0 80 MP Rotators Number of Zones 6 LOT 4 Total Number of Zones 7 Total Controller Run Time In Hours ETo I Month (Inches) ETo / Day (Inches) Irrigation Days I Week Plant llrrlg Type AKc Pr Rate IE Shrubs 0 40 0 64 0 90 Drip Number of Zones. 1 Shrubs 040 039 0 80 MP Rotators Number of Zones 2 Total Number of Zones 3 Total Controller Run Time In Hours LOT 5 ETo I Month (Inches) ETo / Day (Inches) Irrigation Days I Week Plant llrrlg Type AKc Pr Rate IE Shrubs 0 40 064 0 90 Drip Number of Zones 1 Trees 0 80 054 0 90 Bubbler Number of Zones 1 Total Number of Zones 2 Total Controller Run Time In Hours JAN 2 20 0 07 6 JAN 64 12 7 13 0 21 JAN JAN 2 20 o 01 6 JAN 34 34 64 38 2 42 0 69 JAN JAN 2 20 0 07 6 JAN 34 34 64 12 7 16 0 27 JAN JAN 2 20 0 07 6 JAN 34 34 82 82 12 0 19 JAN IRRIGATION CONTROLLER RUN TIMES FEB MAR APR MAY JUN JUL 270 340 370 490 460 4 60 010 011 012 016 015 0 15 6 6 6 6 6 6 FEB MAR APR MAY JUN JUL 8 7 9 8 11 1 14 2 13 8 13 3 173 197 221 284 275 26 6 17 20 22 28 28 27 029 033 037 047 046 044 FEB MAR APR MAY JUN JUL IRRIGATION CONTROLLER RUN TIMES FEB MAR APR MAY JUN JUL 2 70 3 40 3 70 490 460 4 60 0 10 0 11 0 12 016 015 0 15 6 6 6 6 6 6 FEB MAR APR MAY JUN JUL 47 53 60 77 75 72 47 53 60 77 75 72 87 9 8 11 1 14 2 13 8 13 3 51 9 591 66 4 85 1 82 6 79 9 57 64 72 93 90 87 0 94 107 121 1 55 1 50 1 45 FEB MAR APR MAY JUN JUL IRRIGATION CONTROLLER RUN TIMES FEB MAR APR MAY JUN JUL 2 70 3 40 3 70 490 460 460 0 10 0 11 0 12 0 16 0 15 0 15 6 6 6 6 6 6 FEB MAR APR MAY JUN JUL 47 53 60 77 75 72 47 53 60 77 75 72 87 98 11 1 14 2 13 8 13 3 17 3 19 7 221 28 4 27 5 26 6 22 25 28 36 35 34 0 37 0 42 0 47 0 60 0 58 0 56 FEB MAR APR MAY JUN JUL IRRIGATION CONTROLLER RUN TIMES FEB MAR APR MAY JUN JUL 2 70 3 40 3 70 4 90 4 60 460 0 10 0 11 0 12 0 16 0 15 0 15 6 6 6 6 6 6 FEB MAR APR JUL 47 53 60 77 75 7 2 47 5 3 60 77 75 72 11 1 12 6 14 2 18 2 17 7 17 1 11 1 12 6 14 2 18 2 17 7 17 1 16 18 20 26 25 24 0 26 0 30 0 34 043 042 0 41 FEB MAR APR MAY JUN JUL AUG SEP OCT 5 10 410 3 30 016 0 14 0 11 6 6 6 AUG SEP OCT 14 8 12 3 96 29 5 24 5 19 1 30 25 19 0 49 0 41 0 32 AUG SEP OCT AUG SEP OCT 5 10 410 3 30 016 0 14 0 11 6 6 6 AUG SEP OCT BO 66 52 80 66 52 14 8 12 3 96 88 6 73 6 57 3 97 BO 62 1 61 1 34 1 04 AUG SEP OCT AUG SEP OCT 510 4 10 3 30 0 16 0 14 0 11 6 6 6 AUG SEP OCT 80 66 52 80 66 52 14 8 12 3 96 29 5 24 5 19 1 38 31 24 0 63 0 52 0 40 AUG SEP OCT AUG SEP OCT 5 10 4 10 3 30 0 16 0 14 0 11 6 6 6 AUG SEP OCT 80 66 52 80 66 52 19 0 15 7 12 3 19 0 15 7 12 3 27 22 17 045 0 37 0 29 AUG SEP OCT NOV 2 40 0 08 6 NOV 72 144 14 024 NOV NOV 2 40 008 6 NOV 39 39 72 431 47 0 78 NOV NOV 2 40 0 08 6 NOV 39 39 72 144 18 0 30 NOV NOV 2 40 0 08 6 NOV 39 39 92 92 13 0 22 NOV DEC Total I Avg 200 4300 0 06 0 12 6 DEC 5 8 Min /Day/Zone 11 6 Total Min /Day 12 Total Min /Day 0 19 Total Hrs /Day DEC DEC Total I Avg 200 4300 0 06 0 12 6 DEC 3 1 M,n /Day/Zone 3 1 Total Min /Day 5 8 Min /Day/Zone 34 7 Total Min /Day 38 Total Min /Day 0 63 Total Hrs /Day DEC DEC Total I Avg 200 4300 0 06 0 12 6 DEC 3 1 Min /Day/Zone 3 1 Total Min /Day 5 8 Min /Day/Zone 11 6 Total Min /Day 15 Total Min /Day 0 25 Total Hrs /Day DEC DEC Total I Avg 200 4300 0 06 0 12 6 DEC 3 1 Min /Day/Zone 3 1 Total Min /Day 7 4 Min /Day/Zone 7 4 Total Min /Day 11 Total Min /Day 0 18 Total Hrs/Day DEC LANDSCAPE IRRIGATION WATER ANALYSIS LANDSCAPE IRRIGATION WATER ANALYSIS PROJECT ETo = 43 Tabata Ranch (Lot 5) Carlsbad, CA HA= LA = MAXIMUM APPLIED WATER ALLOWANCE TOTAL MAWA=(43)(0 62)((0 7 x LA) + (0 3 x SLA)] TOTAL ESTIMATED APPLIED WATER USED TOTAL EAWU=(43 x O 62) x ((HA x PF)/IE) + SLA)I ESTIMATED APPLIED WATER USED EAWU= (43)(0 62) x [(HA x PF)] IE 218 218 4,068 Ga I /Yr 2,583 Gal /Yr HYDROZONE #1 (Mixed water use Shrub Area 1mgated with MP Rotators) 43 o x o 62 x o x o 4 = o Gal /Yr 08 HYDROZONE #2 (Mixed water use Shrub Area 1mgated with Dnp) 43 a x 062 x 21a x 04 = 2,583 Gal /Yr 09 MAXIMUM APPLIED WATER ALLOWANCE TOTAL ESTIMATED APPLIED WATER USE 4,068 Ga I /Yr 2,583 Gal /Yr PROJECT ETo = 43 Tabata Ranch (Lot 4) Carlsbad, CA HA = 2,899 LA = 2,899 MAXIMUM APPLIED WATER ALLOWANCE TOTAL MAWA=(43)(0 62)((0 7 x LA) + (0 3 x SLA)I TOTAL ESTIMATED APPLIED WATER USED TOTAL EAWU=(43 x O 62) x [(HA x PF)IIE) + SLA)] ESTIMATED APPLIED WATER USED EAWU=(43)(0 62) x ((HA x PF)] IE 54,101 Gal /Yr 38,561 Gal /Yr HYDROZONE #1 (Mixed water use Shrub Area 1mgated with MP Rotators) 43 o x o 62 x 2,843 x o 4 = 37,897 Gal /Yr 08 HYDROZONE #2 (Mixed water use Shrub Area 1mgated with Drip) 430 X 062 X 56 X 04 = 664 Gal /Yr 09 MAXIMUM APPLIED WATER ALLOWANCE TOTAL ESTIMATED APPLIED WATER USE 54,101 Gal /Yr 38,561 Gal /Yr SYMBOL Q T H F Cl e EB NO SYMBOL - 0 le !El NO SYMBOL --->--- -- NO SYMBOL NO SYMBOL MANUFACT HUNTER HUNTER HUNTER HUNTER HUNTER POC WILKINS KB I HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER N/A TORO TORO TORO KBI TORO AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED 3M IRRIGATION MATERIAL LEGEND (FOR PRIVATE LOT SLOPES) MODEL NO I DESCRIPTION PROS-12-PRS40-CV POP-UP SHRUB HEAD WI MP1000 NOZZLE PROS-12-PRS40-CV POP-UP SHRUB HEAD WI MP2000 NOZZLE PROS-12-PRS40-CV POP-UP SHRUB HEAD W/ MP3000 NOZZLE PROS-12-PRS40-CV POP-UP SHRUB HEAD WI MP[LCSIRCSISS530] NOZZLES PCB-50 BUBBLER NOZZLE ON SCH 80 NIPPLE, EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL GPM 19, 37, 75 40, 74, 1 47 86, 1 82,364 22, 22, 44 50 ( 1 0) PSI 40 40 40 40 30 RADIUS 14 FT 20 FT 30 FT 4X15 FT NIA 314" DOMESTIC WATER METER WITH 1" SERVICE LINE EXISTING PER CIVIL DRAWINGS, VERIFY SIZE, LOCATION AND STATIC WATER PRESSURE IN FIELD MODEL NR3 PRESSURE REGULATOR (25-75 PSI) 1114" SIZE, SET PRESSURE AS REQUIRED KING BROTHERS INDUSTRIES LT-1250-SV PVC BALL TYPE ISOLATION VALVE WITH SOLVENT WELD CONNECTIONS PGV-101-ASV (1") PLASTIC AUTOMATIC ANTI-SIPHON VALVE, INSTALL 12" ABOVE HIGHEST HEAD SERVED PGV-101A (1") PLASTIC AUTOMATIC ANGLE VALVE, INSTALL AT HEIGHT OF ADJACENT ANTI-SIPHON VALVES OR 6" ABOVE GRADE AVB-100 (1") PLASTIC ATMOSPHERIC VACUUM BREAKER, INSTALL 6" ABOVE HIGHEST HEAD SERVED PR (TRI) 0 39 IN /HR 0 39 IN /HR 0 39 IN /HR 0 47 IN /HR NIA ACZ-075-40 (314") PLASTIC AUTOMATIC ANTI-SIPHON VALVE WITH 314" HY075 FILTER AND 40 PSI PRESSURE REGULATOR, INSTALL 12" ABOVE HIGHEST EMITTER SERVED IC-600-PL I-CORE SERIES CONTROLLER (ADD ICM-600 MODULES AS NECESSARY TO ACHIEVE STATION COUNT), MOUNT TO POST MINI-CLIK RAIN SENSOR, MOUNT TO POST AND WIRE TO CONTROLLER 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD RGP-2-12 DL2000 DRIP TUBING WI 5 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 16" APART IN SHRUB AREAS ALL TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE WI 9" WIRE STAKES FIVE (5) FEET ON CENTER, VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK "LOC-EZE" FITTINGS WITH PVC TEE OR ELL FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "LOC-EZE" FITTINGS PROVIDE A 112" BALUFLUSH VALVE AT END/MIDDLE OF DRIPLINE 314" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION INSTALL MIN ONE FLUSH VALVE PER 1000' OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD INSTALL 18" FROM PAVING INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS YD-500-34 AIRNACUUM RELIEF VALVE INSTALLED WITH A FT-050 CONBINATION TEE AND A 314" X 112" REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN 1 ARV PER 500' OF DRIPLINE USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA MULTIPLE ARVS SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS TRANSITION BETWEEN BURIED LATERAL AND ON-GRADE LATERAL UVR PVC PIPE 314" -1114" SCH 40 AS LATERAL LINES ON GRADE STAKE PIPE AT 8' 0 C USING #4 REBAR J-HOOKS PVC PIPE 3/4" -1114" CL 200 AS LATERAL LINES 12" BELOW GRADE PVC PIPE 1114" SCH 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE PVC PIPE SCH 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE ETC AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (UL APPROVED) DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (UL APPROVED) DETAIL A,B I SHT 9 A,B I SHT 9 A,B/ SHT 9 A,B I SHT 9 0/SHT 10 C,D/SHT 9 C,D,E I SHT 9 FI SHT 9 GI SHT 9 HI SHT 9 I I SHT 9 P/SHT 10 JISHT 10 J/SHT 10 NIA Q,R,S I SHT 1 Q,R,S I SHT 1 Q,R,S I SHT 1 S,T I SHT 11 S,U I SHT 11 Kl SHT 10 Kl SHT 10 LI SHT 10 LI SHT 10 M/SHT 10 L,M,N I SHT 1C N/SHT 10 1 2 3 4 5 6 7 8 9 10 11 12 IRRIGATION NOTES 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 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 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK THIS DESIGN IS DIAGRAMMATIC ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS THE CONTRACTOR SHALL 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 OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION ACTUAL LOCATION FOR THE INSTALLATION OF THE THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE LABEL SPARE WIRES AT BOTH ENDS ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED SEE LEGEND FOR TYPE 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 REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE ALL REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS INSTALL REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE 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 BUILDINGS, 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 LANDSCAPE IRRIGATION WATER ANALYSIS I CONTROLLER/STATION NUMBER I VALVE SIZE HYDROZONE HYDROZONE DESCRIPTION PROJECT Tabata Ranch (lot 3) Carlsbad, CA LANDSCAPE IRRIGATION WATER ANALYSIS MIX WATER USE SHRUBS IRRIGATED WITH MP ROTATOR HEADS 2 MIX WATER USE SHRUBS IRRIGATED WITH INLINE DRIP I I VALVE FLOW (GPM) ,-l.....,-'--,,--'--,---, A20 1• 35 JO -OPERATING PRESSURE (PSI) ETo = 43 HA = 5,647 LA = 5,647 MAXIMUM APPLIED WATER ALLOWANCE TOTAL MAWA=(43)(0 62)1(0 7 x LA)+ (0 3 x SLA)] TOTAL ESTIMATED APPLIED WATER USED TOTAL EAWU=(43 x O 62) x [(HA x PF)/IE) + SLA)] ESTIMATED APPLIED WATER USED EAWU= (43)(0 62) X ((HA x PF)] IE 105,384 Gal /Yr 75,189 Gal /Yr HYDROZONE #1 (Mixed water use Shrub Area 1mgaled with MP Rotators) 43 o x o 62 x 5,576 x a 4 = 74,328 Gal /Yr 08 PROJECT ETo = 43 Tabata Ranch (Lot 1) Carlsbad, CA HA= LA= MAXIMUM APPLIED WATER ALLOWANCE TOTAL MAWA=(43)(0 62)((0 7 x LA)+ (0 3 x SLA)] TOTAL ESTIMATED APPLIED WATER USED TOTAL EAWU=(43 x O 62) x [(HA x PF)/IE) + SLA)I ESTIMATED APPLIED WATER USED EAWU=(43)(0 62) x [(HA X PF)] IE 687 687 12,821 Gal /Yr 9,158 Gal/Yr 3 TREES IRRIGATED WITH DEEP-WELL BUBBLER HEADS IRR METHOD IRRIGATION METHOD DESCRIPTION MRTR MP ROTATOR HEADS DRIP DRIP IRRIGATION BUBB DEEP-WELL BUBBLER HEADS 2 s 1.75 1,500 -ZONE AREA (SFT) '----'---'----''----' L LL ZONE PRECIPITATION RATE IRRIGATION METHOD HYDROZONE NUMBER APPROVED FOR !RR/GA T!ON AND PLAN TING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. "AS BUILT" HYDROZONE #2 (Mixed water use Shrub Area 1mgated with Dnp) HYDROZONE #1 (Mixed water use Shrub Area 1mgated with MP Rotators) 430 X 062 X 71 X 04 = 841 09 Gal /Yr 430 x 062 x 687 x 04 = 9,15ft Gal/Yr OB NOWELL & ASSOCIATES LANDSCAPE ARCHITECTURE 2605 STATE STREET, SAN DIEGO, CA 92103 TEL 6193251990 FAX 6193251997 MAXIMUM APPLIED WATER ALLOWANCE TOTAL ESTIMATED APPLIED WATER USE 105,384 Gal /Yr 75,169 Gal /Yr MAXIMUM APPLIED WATER ALLOWANCE TOTAL ESTIMATED APPLIED WATER USE sweeney + a11oclatu r IMIIMTION ...... .-COIIIULU... s,a Collfolnlo 117111 lllyean,., DrM, Sullo C •21ats.CAaNI •LWJ p•t11.•W1J1 -I . , .. ., [ WW'h,.I SUWJ CIMP --t W •• --..T-•"l.lp I 11.- I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROV/OE EFFICIENT USE OF WATER RCE ___ _ EXP ____ _ DATE 12,821 Gal /Yr REVIEWED BY 9,158 Gal /Yr INSPECTOR DATE 1----+---+--------------+----+--+--t--------t L-.l s=H8E=Er=l--===c==IT=Y===o=F===c===A=R=L=s=B=A=D=---=I ==o==:I _ PLANNING DIVISION l------l-------1-----------------+----+-----,f------,----1 IRRIGATION LEGEND FOR 12120113 EE FINAL SUBMITTAL TABATA RANCH PRIVATELY MAINTAINED 11112113 EE PLANCHECKC0RRECTI0NS -~~-'-",, C.\ ~ l•l'i'•~+ 12110113 EE PLANCHECKCORRECTIONS I APPROVED 1,:,-'I '-. "'-'\ ~ ~=~91~17~113~=~=~E~E==~=P~LA~N~CH~E~C~K~CO~R~RE~C=T~IO=NS=======================~======1=====~======:=====~ ~P~L~A~N~N~l~N::::G::::=====~:;,::======::::::======;--;::::::=0::::A=T=E:==; 2121112 EE PLANCHECK CORRECTIONS OWN SY. PROJECT NO DRAWING NO EN!::R~Nl=K REVISION DESCRIPTION o:;APP:~:: :;APP:::~ ~~~:~----CT 06-15 471-91 .--------FINISHED GRADE IN TURF AREAS .-------PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER 2"MIN BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE HEAT BRAND "PRV'' ONTO LID --PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION -FINISHED GRADE IN SHRUB AREAS PVC SCH 40 SLIP COUPLING, 2 REQ L PVC MAINLINE TO VALVES BRICK SUPPORTS (FOUR TOTAL) 3/4" ROCK, 3 CUBIC FT '---------LANDSCAPE FABRIC '------------BRASS NIPPLE TYP '-------------BRASS UNION ~--------s--E=c=T-IO~N~V~IE=w--_N_T_S ____ PVC MAINLINE FROM PO C ~°"" ... ?001 ....,. • .-:.la. ~ CONTRACTOR SHALL PROVIDE PRESSURE REGULATOR NOTE ONLY IF STATIC PRESSURE EXCEEDS 75 PSI INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS UNLESS OTHERWISE NOTED USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UPSTREAM SIDE OF THE PRESSURE REGULA TOR ASSEMBLY @ PRESSURE REGULATOR ATMOSPHERIC----- VACUUM BREAKER I MIN 6" ABOVE HIGHEST HEAD -- 1-1-1--1 1-1 PVC SCH 80 NIPPLE-- PVC LATERAL LINE_J PIPING FROM RCV ULTRA VIOLET RESISTANT PVC THREADED 90 FINISH GRADE LPVC LATERAL LINE PIPING TO HEADS '----PVC SCH 40 FITTINGS TYP SESCTION VIEW -NT S CD VACUUM BREAKER PRESSURE SUPPLY LINE TO HOUSE ----. ----PRESSURE SUPPLY LINE TO IRRIGATION SYSTEM LBALLVALVE_J f VALVE BOX=--_J SCH 80 PVC NIPPLE TPY SCH 80 PVC UNION ----' IRRIGATION MAINLINE,--J SEE SPECS PVC MALE ADAPTER TYP --J PRESSURE SUPPLY LINE ---J FROM METER PRESSURE REGULATOR (IF REQUIRED) CONTRACTOR SHALL PROVIDE PRESSURE REGULATOR ONLY IF STATIC PRESSURE EXCEEDS 70 PSI PLAN VIEW-NT S ~~2001s-..,1,_,...,i,,; @ PRIVATE LOT POC WATERPROOF WIRE--, CONNECTORS ELECTRIC ANGLE---- CONTROL VALVE \ UVR PVC SCH 40 THO\ ELL AND PVC SCH 80 NIPPLE (3" L~O~N~G~)r---,,-~~~~ MIN 6" ABOVE GRADE ~11 i' 1111 i' 1111 PVC SCH 80 NIPPLE LENGTH AS REQ 2 REQ (TYPICAL) -24"LONG WIRE LOOP FINISH GRADE PVC MAINLINE '----PVC SCH 40 FITTINGS TYP '------PVC LATERAL LINE PIPING TO ATMOSPHERIC VACUUM BREAKER AND HEADS @ ANGLEVALVE I ------MAINLINE TO RCV'S i.-----PRESSURE REGULATOR 3/4" WATER METER----iwl---"---_,_J _ ____,/ SERVICE TO HOUSE NOTES WATER METER IS THE EXISTING 314" UNIT AS PROVIDED ON THE CIVIL DRAWINGS IRRIGATION POC SHALL BE MADE TO THE SERVICE LINE TO THE HOUSE PRESSURE REGULATOR SHALL BE INSTALLED DOWNSTREAM OF BALL VALVE IRRIGATION MAINLINE SHALL BE ROUTED TO REMOTE CONTROL VALVES @ PRIVATE LOT POC ELECTRIC ANTI-SIPHON 7 CONTROL VALVE MIN 12" ABOVE HIGHEST OUTLET HIii llllJ 11111 llllJ Ill 11111 11111 11111 11111 11111 WATERPROOF WIRE CONNECTORS (2 TYP ) ..___ /24" WIRE LOOP /FINISH GRADE ~11111,__.._111'-11 -I 11111 11111 11111 12" MIN ORAS SITE REQUIRES ~---SHRUB ADAPTER SPRAY/ROTOR HEAD, SEE LEGEND FOR SPECIFICATION ~---SCH 80 PVC NIPPLE, SIZE PER INLET LENGTH AS REQUIRED, 2 REQUIRED ,,,,------ANTI-DRAIN VALVE WHERE REQUIRED ~----VANDAL.PROOF CLAMP USE IN 3 PLACES ~----REBAR STAKE, #4 X 30" LENGTH r----UL TRA-VIOLET RESISTANT PVC STREET ELLS, 2 REQUIRED, AND UVR PVC TEE OR ELL .--------'~ ~~t1hl.--uL TRA-VIOLET RESISTANT scH 40 PVC PIPE, SEE PLANS FOR SIZE MrrH!dmillmHmillr illmillmill ~ L FINISH GRADE 11mwmwmHmwr wmillmw1 11 __ #4. 18" REBAR J-HOOK. SPACE AT 8' ON CENTER, TYPICAL NOTE ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRA-VIOLET RESISTANT PVC SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB DO NOT INSTALL ON-GRADE SPRINKLER HEAD ASSEMBLIES WITHIN RIGHT-OF-WAY, OR WITHIN 10' OF TURF, SIDEWALKS, CURBS, DRIVEWAYS OR PEDESTRIAN AREAS SECTION VIEW -NT S @ HEAD ON GRADE .----------FINISHED GRADE IN TURF AREAS mM-Jmlllf mm m=m-=rrr=rr 6" ,-----PLASTIC 10" ROUND VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT HEAT BRAND "BV" ONTO LID FINISHED GRADE IN SHRUB AREAS ~---l\l;:::ij!=lll-----KBI L T-1250-SV SERIES Uf;;ffi BALL VALVE, THREADED I J!!ml I ( CONNECTIONS SIZE BALL VALVE PER THE MAINLINE SIZE 2" NOTE --------INSTALL POP-UP SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS f------POP-UP SPRINKLER HEAD, SPRAY OR ROTOR, SEE LEGEND FOR BRAND, MODEL, POP-UP HEIGHT AND NOZZLE REQUIRED INSTALL POP-UP SPRINKLER HEAD 1/2" -ABOVE FINISHED GRADE IN SHRUB -iTEffi:::=/-AND GROUND COVERS AREAS ITT111!.!!1 I II I lfc-----UNDISTURBED SOIL 0 ---DO NOT INSTALL USING SIDE INLET -TTI::::ffi_f -----PRE-ASSEMBLED TRIPLE SWING JOINT, HUNTER SJ SERIES (OR APPROVED EQUAL) LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER INLET ~--SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE ~-LATERAL LINE, SEE SPECIFICATIONS ____ :,,,.,,~ '",-:;~1--.L-,,. FOR TYPE AND DEPTH REQUIRED SECTION VIEW· N T S INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS INSTALL SPRINKLER HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS INSTALL SPRINKLER HEADS PLUMB ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS @ POP-UP SPRINKLER 12" MIN PVC SCH 80 NIPPLE --i LENGTH AS REQ (1 OF 2) 18" MINIMUM ,~r-----6" PVC CL 160 PIPE, LENGTH I~ AS REQUIRED, 12" MINIMUM PVC LATERAL LINE PIPING, PER LEGEND NOTE V PVC PRESSURE MAIN, PER LEGEND SxT SCH 80 FITTINGS SECTION VIEW -NT S ~ 2001 S-.,. • '-'I-. 1'1: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE @ ANTI-SIPHON VALVE sweeney + associates ...... TIOIII ...... ANDCIONM.ILTINII -.. J11JDS11yc.n,an Drlft,SulloC -CAIINI NL .. IMNp·NL1'1MNf ..rles W.Jj 11 ~ ; COflll www•ww.5) mm ® liluntall.. CaWo •• • Aalr\ , __ •Ft I a I I I , 'larllll I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER ~~b------BRICK SUPPORTS, THREE REQUIRED "------ONE CUBIC FOOT OF 3/4" CRUSHED GRAVEL ---PVC IRRIGATION MAINLINE, -< _ _j-----1-~n,,,:,,t---' SEE LEGEND FOR SPECIFICATION '--------SOLVENT WELD CONNECTIONS SECTION VIEW -N T S "1..,.,tl(llJS-.,.1.--.N. BALL VALVE NOWELL & ASSOCIATES LANDSCAPE ARCHITECTURE 2605 STATE STREET SAN DIEGO, CA 92103 TEL 619 325 1990 FAX 619 325 1997 APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" RCE __ _ EXP ___ _ DATE REVIEWED BY INSPECTOR DATE f------+---+--------------+----+----t----t------f I sH9EET I c ITY o F c ARLS BAD ~o PLANNING DIVISION LZQ_j ~--~---+-----------------1------+---t----+------1 ;;IR;;R~I:;G:;:AT;:;l~O:;N=D;:E;:;T_;:;A~IJ.S~:;F~O;:::R:::::::::::::=:::::=:::::====='-====; 12)20/13 EE FJNAL SUBMITTAL 12/10/13 EE PLANCHECK CORRECTIONS 11112/13 EE PLANCHECK CORRECTIONS 9/17113 EE PLANCHECK CORRECTIONS 2/21/12 EE PLANCHECK CORRECTIONS DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER Of "M'.lRK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TABATA RANCH PRIVATELY MAINTAJNED I APPROVED M( q-~\..;,ir I· I-\--~ • PLANNING DATE OWN BY· I PROJECT NO I DRAWING NO CHKO BY· CT 06~15 RVWO BY 471-9L I • • • • • • • • SECTION VIEW -NT S ~:,007S-,.t ....... loc. DIMENSION A 1 1/2" TO 6" IN SIZE 36" • •• B 24" C 24" , D 4" PAVING DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL @ SLEEVE INSTALLATION ELECTRIC ANTI-SIPHON ~ CONTROL VAL VE j MIN 12' ABOVE HIGHEST OUTLET WYE FILTER,---- SEE LEGEND FOR SPECS PRESSURE REGULATOR, ---- SEE LEGEND FOR SPECS /FINISH GRADE PVC LATERAL LINE PIPING, PER LEGEND WATERPROOF WIRE CONNECTORS (2 TYP) I...:::= / 24" WIRE LOOP ---,,--SCH 80 NIPPLE (1 OF 2), LENGTH AS REQ 11111 11111 j 11111 11111 11111 18' MINIMUM PVC PRESSURE MAIN, PER LEGEND NOTE SxT SCH 80 FITTINGS ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE SECTION VIEW -N TS ~ 1001 s.-r I:~ i,,,_ ® DRIP VALVE ASSEMBLY ' ' ' , , , ,J, ,, , , , , I. , I, , , ,i, ,1, "' ,I, ,I, , ,I, ,1, , , , I, , " , , I, , , ,I, ,1, , , ,I, "' , , -•-FINISH GRADE LATERAL LINES, SEE SPECS SECTION VIEW -NT S ~ml7S...,,t ........ n:. DIMENSION A B C 112" TO 2-1/2" IN SIZE 18" 12" 4" 3" TO 6" IN SIZE 24" X 4" CD PIPE INSTALLATION ,,.-----RUBBER DRAIN CAP MISSION RUBBER CO NO 0704-015, 4" ::;=:::;::""rr=s:='lf"===,jJ~~------FINISH GRADE + + + + ::tJ~~-------BUBBLER HEAD, SEE + + LEGEND FOR SPECIFICATION + + TOP 1" BELOW FINISH GRADE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1--H=H-t.::-------SCH 80 NIPPLE, LENGTH AS REQUIRED, 2 REQUIRED 'i='r->-t---t.o;=;=r,i..-------KBI 112" ANTI-DRAIN VALVE ---------NATIVE SOIL .....__ ______ 1/2" PVC ELL (SxT) !'di---------4" DIA x 36" LONG PERFORATED PVC DRAIN PIPE FILL WITH 3/4" GRAVEL TO BOTTOM OF CHECK VALVE ~-------------AMMENDED BACKFILL -----------------ROOTBALLOFTREE SECTION VIEW -NT S @ DEEP WELL BUBBLER 8' ON CENTER TYPICAL NOTE ----ULTRAVIOLET RESISTANT SCH 40 PVC PIPE, SEE PLANS FOR SIZE ----#4 x 18' REBAR J-HOOK, SPACE AT 10' ON CENTER, TYPICAL ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRAVIOLET RESISTANT PVC SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB ALL PVC FITTINGS INSTALLED ON GRADE TO BE ULTRAVIOLET RESISTANT PVC ® SECTION VIEW -NT S PIPE ON GRADE ,--------ROOTBALLOFTREE ---BUBBLER HEADS PER LEGEND PLAN VIEW-NT S AND AS SHOWN ABOVE PROVIDE BUBBLER QUANTITIES AS INDICATED BELOW 2 BUBBLERS PER TREE ~--------6 FT LONG 4" X 4' PRESSURE TREATED WOOD POST, SINK 30" INTO GROUND +--------RAIN SENSOR, WIRE TO CONTROLLER ,--',;;-'"=='--1-------IRRIGATION CONTROLLER, MOUNT TO WOOD POST USING TWO SCREWS -nr--i~--i:;-:,__ _____ 3" PVC CONDUIT AND SWEEP FOR IRRIGATION CONTROL WIRES ,-------PULL BOX FOR CONTROL WIRE CONNECTIONS FROM RCV'S WHEN CONTROLLER IS RELOCATED TO GARAGE USE PULL BOX TO CONNECT NEW WIRES TO CONTROLLER I LJ \_ CONTROL WIRES TO RCV'S -------------1" PVC CONDUIT AND SWEEP FOR TEMPORARY ELECTRICAL CONNECTION SECTION VIEW-NT S Q) CONTROLLER ON POST NOTE 1------LOW VOLTAGE WIRES, 3 MAXIMUM ~-----\MRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE ..-+~►------CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE ------POLY TUBE PRE-FILLED WITH WATERPROOF GEL --LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR WIRES SHALL BE PRE-STRIPPED OF 112" OF THE ,..._._,A INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY SECTION VIEW -NT S SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT KIT SHALL INCLUDE A SCOTCH LOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL TUBE SHALL BE SUPPLIED PREFILLED WITH GEL DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 -3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION ® WIRE CONNECTION APPROVED !RR/GA T!ON ANO "'"' osc ,\p .. \.. E 'f ONLY, INCLUDING <,,<:) it'<;J L N◄'4 1'c, FOR PLANTING PRECISE °'<o 1-~ & 4470 ;;!. LOCATION OF PLANTING ::;~ ~ AREA ,.. TUil£ "" ., 12-~2r1-es J'I.> • DATE '½ ~ "AS BU IL T" -fr (',,, ,_.,.,• ~-.f. <'or c,e,.L\~o NOWELL & ASSOCIATES LANDSCAPE ARCHITECTURE RCE EXP DATE 2605 STATE STREET, SAN DIEGO CA 92103 REVIEWED BY TEL 619 3251990 FAX 619 325 1997 INSPECTOR DATE s-ney + associates ...... Tlalll ... .-.co.uL.,.. Clllltl•• -IIIJC.,,-,Drt,e,-C 11w,111,tA- UQJ 0 CITY OF CARLSBAD ~ PLANNING DIVISION 0 .L.,, p•-L1tl IHDr ......... S) www.:aw.sy mm Cl.i •••Aullln.T--•PllN $ ,, ..... ' I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER 12120113 EE 12/10/13 EE 11/12/13 EE 9/17/13 EE 2/21(12 EE DATE INITIAL ENGINEER Of \\ORK FINAL SUBMITTAL PLANCHECK CORRECTIONS PLANCHECK CORRECTIONS PLANCHECK CORRECTIONS PLANCHECK CORRECTIONS DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL IRRIGATION DETAIIB FOR TABATA RANCH PRIVATELY MAINTAINED I APPROVED :PLANNING ~~ ~-t!\.£1:ft: I l·l--l--1+ DATE DWN BY: PROJECT NO DRAWING NO DATE INITIAL CHKD BY: CT 06~15 CITY APPROVAL RVWD BY: 471-91 ,--------FINISHED GRADE IN TURF AREAS ,----TORO T-YD-500-34 AIR I VACUUM RELIEF VALVE, INSTALL AT SYSTEM HIGH POINT ,---PLASTIC ROUND VALVE BOX, 6" SIZE HEAT BRAND "AR" ONTO LID 111 11 FINISHED GRADE IN 11 111:::::-2" JiN 111 ~, 1,~ SHRUB AREAS -=111 I ->I. ~I11---·--AMENDED OR NATIVE SOIL --i I!~ " .Jl, I JI •r--'==J.11.1'11'1-""ll-.. 1...--lJ.,r"'lnl...aa=U..JL=....,_ .--SUB-SURFACE DRIP TUBING, DEPTH PER LEGEND -- ----LANDSCAPE FABRIC, WRAP UP AND OVER ALL OPENINGS ~ ~ BRICK SUPPORTS, 2 REQ CRUSHED 314" ROCK, MIN 4" DEPTH INSIDE BOX ~-------TORO T-FTF-16, LOC-EZE x 112" FPT TEE FITTING @ DRIP AIR RELIEF VALVE I ,---------FINISHED GRADE IN TURF AREAS ,------BALL FLUSH VALVE WITH BRASS HOSE ADAPTER SEE LEGEND FOR SPECIFICATION C ' It - ,-----PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER HEAT BRAND 'FV" ONTO LID 2' IN __,. ' 3" -FINISHED GRADE IN SHRUB AREAS ---,----11------STAINLESS STEEL CLAMPS TYPICAL ·u-2' MIN ~ ~~ -~ ,;,_'S.II----SCH 80 PVC NIPPLE 3/4" , ~ fit;i'. x LENGTH AS REQUIRED BRICK SUPPORTS -..,.':.ll:_11~-"t"I-_-_-:...-_-_-_-_-..~~ ----LATERAL LINE '---------LANDSCAPE FABRIC '----------314" ROCK, 1 CUBIC FT '------------PVC S x TELL '-------------114 x 30" REBAR STAKE SECTION VIEW -N T S ® DRIP FLUSH VALVE DRIPLINE BLANK LATERAL DL 2000 POLY CONNECTION FITTINGS TO DRIPLINE LATERALS~:., DRIPLINE BLANK LATERAL----1 1-----PVC HEADER SIZE PER PLAN MIN SIZE 3/4" PVC HEADER----- AIRNACUUM RELIEF VALVE ---Jet A PVC LATERAL-------71 CONNECTION TO PVC LATERAL __j SEE LEGEND FOR TYPE I MIN 3/4" SIZE FLUSH VALVE A ~ -DRIP RCV ASSEMBLY DL 2000 IN-LINE TUBING IN ROWS 12-16 INCHES ON CENTER ON--~ LEVEL GROUND INSTALL TUBING 4-6 INCHES OFF EDGE OF PLANTER 0 INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH TUBING SECTION PER PLAN RUN AIRNACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM ATTACH ALL IN-LINE DRIP TUBING TO BLANK LATERAL MORE THAN TWO RELIEF VALVES MAY NEED TO BE INSTALLED PER SECTION ® DRIPLINE CONNECTION(PLAN) ~;;,.~;;;;;;;;--;;;;;~~~~~~~~~~~~~-,--AMMENDED so1u· !m~-I I l~-I I l~-111~-I I l~-111~m~m~1 4" fusl!~~:$i~E:TION -lll==III-IJ-111-11 ~111-111-1 --~ -:1 1 1-:1 1 11 =n 1 _, 1 1 :1 1 --DRIP TUBING Tl 11ni1 I tTi!d:ffi~I 11!:!.T11_l_l111:~IT ~ !rr wmwn ,LJ:m~111g 1mlli-111~rr w 1-111-111-111-111-111-111-111-111- SECTION VIEW -NT S ---AMMENDED SOIL' BRING SOIL LEVEL T045" BELOW FINISHED GRADE PRIOR TO DRIP TUBING INSTALLATION "---WIRE STAKE RECOMMENDED INSTALLATION • AS PER LANDSCAPE DRAWINGS TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 4 5" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING BACKFILL FINAL 4 5" OF SOIUBARK MULCH OVER THE TUBING AFTER INSTALLATION OF THE TUBING AND OBSERVATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE @ DRIPLINE CONNECTION 9" WIRE STAKE INSTALLED ---------------, FIVE (5) FEET ON CENTER FINISHED GRADE -;;;,.~;,;;;~;;;;;;ffl~,;;;;;;;i~~~ffl;- SCH 40 PVC TEE OR I l=I I l;:;:;:I 1 1=wm1 11m1 11m1 1111 11 11r ELL FITTING. 112" s,zE. -fillITillini!.!..!it~ -m m m -11 • THREADED ALL ENDS i7::::::JT[= I= ~I I I--:I . ' I' • 4" r I~ r---I "I -\.~.Jl,-..,c::,__}--..-~ DRIP TUBING, TYPICAL BOTH SIDES OF TEE, SEE LEGEND FOR TYPE TORO LOC-EZE T-F AM-16 LOC-EZE x 112" MPT MALE ADAPTER, TWO (2) REQ ON TEE, ONE (1) REQ FOR ELBOW 112" SCH BO PVC THREADED NIPPLE, LENGTH AS REQUIRED ,,, KING BROTHERS (KBI) FLEXIBLE----- NIPPLE, MODEL #FVN-500-6F, MIPT x FIPT, 112" x 6" LENGTH) ...... •,:------r----\'--' PVC LATERAL LINE - SCH 40 PVC TEE FITTING----- S x S x T, LATERAL SIZE x 1/2" " @ DRIPLINE TUBING APPROVED FOR 12" 1 '< !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN TING AREA "AS BU I LT" NOWELL & ASSOCIATES LANDSCAPE ARCHITECTURE 2605 STATE STREET SAN DIEGO, CA 92!03 TEL 6193251990 FAX 6193251997 RCE __ _ REVIEWED BY EXP ___ _ DATE INSPECTOR DATE sweeney + associates allteATION ...... ANaa::Mla.lLTI.-f"SHEEl7 CITY OF CARLSBAD ~ 1---f-----t------------------t----------t--,--,--------, LJ_Lj PLANNING DIVISION ~ Cllllomlo 117JOst,C...,.,..Dmw,SulloC .....-.CAtuU IIL'lt,._p, IIL'ltl.NRI ...... ws, ..,.. ....... .., car --Calllomto·Aullln,T-•Flle I 11,- I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER 12/20113 EE 12110113 EE 11112/13 EE 9/17/13 EE 2121/12 EE DATE INITIAL ENGINEER OF WORK FINAL SUBMITTAL PLANCHECK CORRECTIONS PLANCHECK CORRECTIONS PLANCHECK CORRECTIONS PLANCHECK CORRECTIONS DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAi. CITY APPROVAL ~I;::;:RRaa=I~G~A~Tl~O;N~D~ET~A;J:;::,l.S~F;;;OsaRc========::...'::::=:::::::::~ TABATA RANCH PRIVATELY MAINTAINED I APPROVED f'w)il 4"-E;.\\4 1-14'-\-t • PLANNING DATE OWN BY I PROJECT NO I DRAWING NO CHKD BY CT 06-15 RVWO BY 471-91 I SECTION 02810 LANDSCAPE IRRIGATION PART 1 -GENERAL 1 1 Summary A It ,s the intent of the spec1ficatIons and drawings that the finished system Is complete in every respect and shall be ready for operation satisfactory to the Owner B The work shall mdude all materials, labor, services, transportation, and equipment necessary to peliorm the work as 1nd1cated on the drawings, m these spec1ficat1ons, and as necessary to complete the contract 1 2 Construction Drawings A Due to the scale of the drawings, 1t 1s not possible to 1nd1cate all offsets, fittings, sleeves, etc which may be required The Contractor shall carefully investigate the structural and finished condttlons affecting all of hts work and plan h!s work accordingly, furnishing such fittings, etc as may be required to meet such cond1t1ons Drawings are generally diagrammatic and md1cat1ve of the work to be installed The work shall be mstalled in such a manner as to avoid confhcts between IrngatIon systems, planting, and architectural features B All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the spooficat1ons When an item Is shown on the plans but not shown on the specIficatIons or vice versa, It shall be deemed to be as shown on both The Landscape Architect shall have final authority for clarification C The Contractor shall not willfully install the 1rngation system as shown on the drawings when it Is obvious m the field that obstructions, grade differences or d1screpancIes In area dImens1ons exist that might not have been considered In engineenng Such obstructions or differences should be brought to the attention of the Landscape Architect as soon as detected In the event thrs notIficatron Is not performed, the Irrigation Contractor shall assume full respons1bthty for any reV1sIon necessary 1 3 Quality Assurance A Provide at least one Enghsh speakrng person who shall be present at all times dunng execution of this portion of the work and who shall be thoroughly familiar with the type of matenals bemg installed and the manufacturer's recommended methods of InstallatIon and who shall direct all work performed under this section B Manufacturer's d1rectIons and detailed drawings shalf be followed in al! cases where the manufacturer of articles used m this contract furnish directions covering points not shown in the drawings and specIficat1ons C All local, municipal, and state laws, rules and regulations governing or relatrng to any port1on of this work are hereby incorporated into and made a part of these spec1ficat1ons, and their provisions shall be earned out by the Contractor Anything contained In these spec1ficat1ons shall not be construed to conflict with any of the above rules and regulations of the same However, when these speoficat1ons and drawings call for or descnbe matenals, workmanship, or construction of a better quality, higher standard, or larger size than Is required by the above rules and regulations, the provIsIons of these spec1ficat1ons and drawmgs shall take precedence D All matenals supplied for this proJect shall be new and free from any defects All defective materials shall be replaced 1mmedIately at no addIt1onal cost to Owner E The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authont1es, verify permits secured or arrangements made by others affecting the work of this section 1 4 Subm1ttals A Subm,ttals Matenals List 1 After award of contract and before any irngat,on system matenals are ordered from suppliers or delivered to the Job site, submit to the Owner a complete list of all irngat,on system matenals, or processes proposed to be furnished and installed as part of this contract 2 The submIttals matenals !!st shall Include the following Informat1on a A title sheet with the Job name, the contractor's name, contractor's address and telephone number, submittal date and submittal number b An index sheet showing the ,tern number (1 e 1,2,3, etc), an ,tern descnpt,on (1 e spnnkler head), the manufacturer's name (1 e Hunter lndustnes), the ,tern model number (1 e l-40-ADV/36V), and the page(s) in the submittal set that contain the catalog cuts c The catalog cuts shall be one or two pages copied from the most recent manufacturer's catalog that indicate the product submitted Do not submit parts lists, exploded diagrams, pnce lists or other extra information d The catalog cuts shall clearly indicate the manufacturer's name and the ,tern model number The ,tern model number, all specified options and specified sizes shall be circled on the catalog cuts e Subm1ttals for equipment 1nd1cated on the legend without manufacturer names, or "as approved", shall contain the manufacturer, Class or Schedule, ASTM numbers and/or other oertIficat1ons as IndIcated In these spec1ficat1ons 3 Submittal matenals 11st format requirements a Subm1ttals shall be provided as one complete package for the pro1ect Multiple partial submIttals will not be reviewed b Submittal package shall be stapled or bound ,n such a way as to allow for disassembly for review processing Subm1ttals shall not have tabs, tab sheets, spiral binding, or any other type of binding that w,11 interfere with automated copying of submIttals c Submittal package shall have all pages numbered ,n the lower nght hand corner Page numbers shall correspond with submittal index d Re-submitted packages must be revised to include only the equipment being re-submitted Equipment preV1ously reviewed and accepted shall not be re-submitted In the materials l1st/!ndex sheet or In the catalog cut sheet package B Subst1tut1ons If the lrngat1on Contractor wishes to substitute any equipment or materials for those equipment or matenals listed on the IrngatIon drawings and specIficatIons, he may do so by providing the following mformat1on to the Landscape Architect or Owner's authonzed representative for approval 1 Provide a written statement 1nd1cating the reason for making the substItutIon 2 Provide catalog cut sheets, technical data, and performance rnformation for each substitute item 3 Provide ,n writing the difference in installed pnce 11 the ,tern Is accepted C The Landscape Architect or Owner's authonzed representative w1I! allow no substitutions without prior wntten acceptance D Manufacturer's warranties shall not relieve the Contractor of his lIab1lIty under the guarantee Such warranties shall only supplement the guarantee E The Landscape Architect or Owner's authonzed representative will not reVJew the submittal package unless provided m the format descnbed above 1 5 Ex1st1ng Cond1t1ons A The Contractor shall venfy and be familiar with the locations, size and detail of points of connection provided as the source of water, and electrical supply connection to the IrngatIon system B Irrigation design ,s based on the available static water pressure shown on the drawings Contractor shall venfy static water on the proiect pnor to the start of construction Should a discrepancy exist, notify the Landscape Architect and Owner's authorized representative prior to beginrnng construction C Pnor to cutting mto the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other ut1l1t1es as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements If a conflict exists between such obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architect and Owner who will arrange for relocat10ns The Contractor wtll proceed In the same manner If a rock layer or any other such conditions are encountered D The Contractor shall protect all existing ut1htIes and features to remain on and adJacent to the proJect site during construction Contractor shall repair, at his own cost, all damage resulting from his operations or negligence E The Irrigation Contractor shall coordinate with the General Contractor for 1nstallat1on of required sleeving as shown on the plans prior to paving operatrons F The Contractor shall venfy and be fam,har with the existing Irngat,on systems in areas adJacent to and within the Proiect area of work G The Contractor shall protect all exIstIng 1rngatIon systems, 1n areas adJacent to and w1thm the proJeci area of work, from damage due to his operations H Contractor shall notify Owner's Representative 11 any existing system Is temporarily shut off, capped or modified Provide 48-hour notice, pnor to turning off or mod1fymg any existing IrngatIon system The Contractor shall repair or replace all existing IrngatIon systems, m areas adJacent to and w1th1n the proJect area of work, damaged by the construction of this pro1ect AdJacent IrngatIon systems shall be made completely operational and provide complete coverage of the ex1stIng landscaped areas All repairs shall be complete to the satIsfactIon of the Owner's Representative J The contractor shall provide bore holes under any existing pavement or paving encountered for the required lateral, mainline and low voltage control wire sleevmg Bore holes under 2 inches m diameter and smaller shall be made with a BulletMole® underground boring tool as manufactured by D1mens1on Tools, LLC (Contact telephone number (888)-650-5554 or at www bulletmole com) Bore holes larger than 2 inches m diameter shall be made with an approved mechanical bonng tool No air Jackmg or hydraulic boring of any kind shall be allowed 1 6 lnspect1ons A The Contractor shall permI1 the Landscape Architect and Owner's authorized representative to vIsIt and inspect at all times any part of the work and shall provide safe access for such vIsIts B Where the spec1ficatIons require work to be tested by the Contractor, ,t shall not be covered over until accepted by the Landscape Archrtect, Owner's authonzed representative, and/or governing agenCJes The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours m advance, where and when the work Is ready for testing Should any work be covered without testing or acceptance, It shall be, 1f so ordered, uncovered at the Contractor's expense C Inspections will be required for the following at a mmImum 1 Pre-construction meeting 2 System layout 3 Pressure test of Irngat1on maInhne (Four hours at 125 PS! or 120% of static water pressure, whichever Is greater) Mamlme pressure loss during test shall not exceed 2 PSI 4 Coverage test of IrngatIon system Test shall be performed pnor to any planting 5 Fmal InspectIon pnor to start of maintenance penod 6 Final acceptance pnor to turnover D Site observations and testing will not commence without the field record drawings as prepared by the lrngatIon Contractor Record drawings must complete and up to date for each site vIsIt E Work that fails testing and Is not accepted will be retested Hourly rates and expenses of the Landscape Architect, Owner's authorized representative, and governing agenoes for re-InspectIon or retesting will be paid by the lrngation Contractor at no additional expense to Owner 1 7 Storage and Handling A Use all means necessary to protect IrngatIon system matenals before, dunng, and after installallon and to protect the mstallat1on work and matenals of all other trades In the event of damage, immedrately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner B Exercise care m handling, loading unloading, and storing plastic pipe and fittings under cover until ready to install Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay fiat to avoid undue bending and concentrated external load 1 8 Cleanup and Disposal A Dispose of waste, trash, and debns in accordance with applicable laws and ordinances and as prescribed by authorities having JunsdIctIon Bury no such waste material and debns on the site Burning of trash and debns will not be permitted The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the Owner's authonzed representative B At the time of completion the entire site wI1! be cleared of tools, equipment, rubbish and debns which shall be disposed of off-site ,n a legal disposal area 1 9 Turnover Items A Record Drawings 1 Record accurately on one set of drawings all changes In the work constrtuting departures from the onginal contract drawings and the actual final installed locations of all required components as shown below 2 The record drawings shall be prepared to the satIsfactIon of the Owner Pnor to final mspectIon of work, submit record drawings to the Landscape Architect or Owner's authonzed representative 3 All record drawings shall be prepared usrng AutoCAD 2010 drafting software and the ongmal Irngat1on drawmgs as a base No manual drafted record drawings shall be acceptable The Contractor may obtain d1g1tal base files from the Landscape Architect or Owner's authorized representative 4 If the Contractor Is unable to provide the AutoCAD drafting necessary for the record drawings the 1rngatIon designer does provide record drawing drafting as a separate service 5 Pnor to final inspection of work, submit record drawmgs plotted onto vellum sheets for review by the Landscape Architect or Owner's authonzed representative After acceptance by the Landscape Arch1tect, City Inspector or Owner's authorized representative re-plot the record drawings onto reproduc,ble Mylar sheets The Contractor shall also provide record drawing information on a dIgItal AutoCAD Release 201 O drawing file All d1g1tal files shall be provided on a compact disc (CD) clearly marked with the pro1ect name, file descriptions and date a Record drawmg mformat1on and dImens1ons shall be collected on a day-to-day basis dunng the installation of the pressure mainline to fully indicate all routing locations and pipe depths Locations for all other 1rngatIon equipment shall be collected pnor to the final inspection of the work b Two d1mens1ons from two permanent points of reference such as bu1ldmgs, sidewalks, curbs, streetlights, hydrants, etc shall be shown for each piece of Irngabon equipment shown below Where multiple components are installed with no reasonable reference point between the components, d1mens1oning may be made to the irrigation equipment All 1rngatIon symbols shall be clearly shown matching the 1rngatIon legend for the drawings All lettenng on the record drawings shall be minimum 1/8 inch m size 6 Show locations and depths of the following ,terns a Pomt of connection (Inciud1ng water POC, backflow devices, master control valves, flow sensors, etc) b Routing of sprinkler pressure mam Imes (d1mens1ons shown at a maximum of 100 feet along routmg) c lsolat1on valves d Automatic remote control valves (indicate station number and size) e Quick coupling valves f Dnp air relief and flush valves g Routing of control wires where separate from ImgatIon ma1nhne h Irrigation controllers (1nd1cate controller number and station count) Related equipment (as may be directed) B Controller Charts 1 Provide one controller chart for each automatic controller Chart shall show the area covered by the particular controller The areas covered by the individual control valves shall be ,nd,cated using colored highlighter pens A mIrnmum of six md1v1dual colors shall be used for the controller chart unless less than six control valves are indicated 2 Landscape Architect or Owner's authorized representative must approve record drawings before controller charts are prepared 3 The chart Is to be a reduced copy of the actual "record" drawing In the event the controller sequence Is not legible when the drawing ,s reduced, 11 shall be enlarged to a readable size 4 When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils tn thickness C Operation and Mamtenance Manuals 1 Two 1nd1v1dually bound copies of operation and maintenance manuals shall be delivered to the Landscape Architect or Owner's authonzed representative at least 1 O calendar days prior to final inspection The manuals shall descnbe the matenal installed and the proper operation of the system 2 Each complete, bound manual shall include the following 1nformatIon 3 Index sheet statmg Contractor's address and telephone number, duratron of guarantee penod, /1st of equipment 1nclud1ng names and addresses of local manufacturer representatives a Operating and maintenance instructions for an equipment b Spare parts lists and related manufacturer information for all equipment D Equipment 1 Supply as a part of th,s contract the following ,terns a Two (2) wrenches for disassembly and adiustment of each type of spnnkler head used ,n the ,rngat,on system b Three 30-,nch spnnkler keys for manual operation of control valves c Two keys for each automatic controller d Two quick coupler keys with a 3/4" bronze hose bib, bent nose type w,th hand wheel and two coupler lid keys e One valve box cover key or wrench f S,x extra sprinkler heads of each size and type g For specified ball valves 11 required One (1) 5-foot long valve handle, to fit the specIfIed ball valves 2 The above equipment shall be turned over to Owner's authonzed representative at the final InspectIan 1 1 O Completion A At the time of the pre-maintenance penod InspectIon, the Landscape Architect, Owners authorized representative, and governing agencies will inspect the work, and 1f not accepted, will prepare a 11st of items to be completed by the Contractor Punch list to be checked off by contractor and submitted to Landscape Architect or Owner's Authonzed representative pnor to any follow-up meeting This checked off 11st ta indicate that all punch list items have been completed At the time of the post-maintenance period or final InspectIon the work will be re-inspected and final acceptanoe will be In wnt,ng by the Landscape Architect, Owner's authonzed representative, and governing agencies B The Owner's authorized representative shall have final authonty on all portions of the work C After the system has been completed, the Contractor shall instruct Owner's authonzed representative ,n the operation and maintenance of the ImgatIon system and shall furnish a complete set of operating and maintenance Instruct1ons D Any settling of trenches which may occur during the one-year penod following acceptance shall be repaired to the Owners sat1sfact1on by the Contractor without any addIt1onal expense to the Owner Repairs shall include the complete restoration of all damage ta planting, paving or other improvements of any kmd as a result of the work 1 11 Guarantee A The entire spnnkler system, Includ1ng all work done under this contract, shall be uncondIt1onally guaranteed against all defects and fault of material and workmanship, 1nclud1ng settling of backfilled areas below grade, for a penod of one (1) year following the filing of the Notice of Completion B Should any problem with the Imgatlon system be discovered w1thm the guarantee penod, It shall be corrected by the Contractor at no add1t1onal expense to Owner wIthIn ten ( 10) calendar days of receipt of written notice from Owner When the nature of the reparrs as determrned by the Owner constitute an emergency (1 e broken pressure lrne) the Owner may proceed to make repairs at the Contractor's expense Any and all damages to exIstmg improvement resulting either from faulty matenals or workmanship, or from the necessary repairs to correct same, shall be repaired to the sat1sfactron of the Owner by the Contractor, all at no addrt1onal cost to the Owner C Guarantee shall be submitted on Contractors own letterhead as follows GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the spnnkler IrngatIon system we have furnished and installed Is free from defects in matenals and workmanship, and the work has been completed In accordance wrth the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted We agree to repair or replace any defective matenal during the penod of one year from date of filing of the Notice of Complellon and also to repair or replace any damage resulting from the repamng or replacmg of such defects at no add1t1onal cost to the Owner We shall make such reparrs or replacements wrthin 1 o calendar days following wntten notification by the Owner In the event of our failure to make such repairs or replacements within the time specified after receipt of wntten notice from Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand PROJECT NAME PROJECT LOCATION CONTRACTOR NAME ADDRESS TELEPHONE SIGNED DATE PART 2 -MATERIALS 2 1 Summary Use only new materials of the manufacturer, size and type shown on the drawings and spec1ficat1ans Materials or equipment installed or furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be reJected and shall be removed from the site at no expense to the Owner 2 2 Pipe A Pressure supply line between the water meter and the backflow prevention device shall be type K copper, one size larger than backflow device B Backflow prevention assembhes, and all other above grade assemblies, shall be constructed of threaded brass pipe and threaded brass fittings the same size as the backflow device, unless otherwise directed C Pressure supply lines 11/2 inches m diameter and smaller downstream of the backflow prevention umt shall be Schedule 40 solvent weld PVC conforming to ASTM D1785 D Pressure supply lines 2 inches m diameter and up to 3 inches m diameter downstream of backflow prevention unrt shall be Class 315 solvent weld PVC P1pIng shall conform to ASTM D2241 E Non-pressure Imes 3/4 ,nch In diameter and larger downstream of the remote control valve for private lots shall be Class 200 solvent weld PVC conforming to ASTM D2672 F Non-pressure hnes 3/4 inch m diameter and larger downstream of the remote control valve for HOA areas shall be SCH 40 solvent weld PVC conforming to ASTM D1785 G On grade non-pressure Imes 3/4 inch In d1ameter and larger downstream of the remote control valve shall be Schedule 40 UV resistant solvent weld PVC conforming to ASTM D1785 H Recycled water PVC pipe to be color-coded purple In color marked on two sides with recycled water wamrng statements "Caut,on-Recycled Water" Recycled water pIpIng must be accepted by the local recycled water governing agenoes 2 3 Metal Pipe and Fittings 24 A Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe B Fittings shall be medium brass, screwed 125-pound class C Copper pipe and fittings shall be Type "K" sweat soldered, or brazed as 1nd1cated on the drawings A Plastic P,pe and Fittings Pipe shall be marked continuously with manufacturer's name, nominal ptpe size, schedule or class, PVC type and grade, National San1tat1on Foundation approval, Commercial Standards designation, and date of extrusion 8 All plastic pipe shall be extruded of an improved PVC virgin pipe compound ,n accordance with ASTM D2672, ASTM D2241 or ASTM D1785 C All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the 1rngat1on detail sheet, all ma,nllne fittings shall be Schedule 80 PVC) and shall be m1ectIon molded of an improved virgin PVC fitting compound Slip PVC fittings shall be the "deep socket" bracketed type Threaded plastic fittings shall be in1ect1on molded All tees and ells shall be side gated All fittings shall conform to ASTM D2464 and ASTM D2466 D All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785 E All solvent cementing of plastic pipe and fittings shall be a two-step process, us,ng primer and solvent cement applied per the manufacturers recommendations Cement shall be of a fluid consistency, not gel-like or ropy Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855 F When connectron rs piastre to metal, female adapters shall be hand trghtened, plus one turn with a strap wrench Jomt compound shall be non-lead base Teflon paste, tape, or equal G All pressure mainlines msta!led with solvent weld PVC fittings shall be installed with concrete thrust blocking at all directional changes in the mainline routing Concrete thrust blocking shall not be required when ductlle iron fittings and mechanical restraints are specified H PVC fIttIngs used with UVR pipe shall be Schedule 40 UVR PVC type 2 5 Backflow Prevention Units A The backflow prevention umt shall be of the manufacturer, size, and type md1cated on the drawings 8 The backfiow prevention unit shall be installed In accordance with the requirements set forth by local codes C The backfiow enclosure shall be of the manufacturer, size, and type 1ndIcated on the drawings D The backflow freeze prevention cover shall be of the manufacturer, size, and type rnd1cated on the drawrngs 2 6 Valves A Ball Valves 1 Ball valves shall be of the manufacturer, size, and type 1nd1cated on the drawings 2 All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards B Quick Coupler Valves 1 Qurck coupler valves shall be of the manufacturer, size, and type indicated on the drawings 2 Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 ps, without leakage Valves shall have 1" female threads opening at base, with two-piece body Valves to be operated only with a coupler key, designed for that purpose Coupler key Is inserted rnto valve and a posItNe, watertight connection shal! be made between the coupler key and valve 3 Vinyl quick coupler cover for recycled water systems to be purple m color w1th the words "Warning-Recycled Water-Do Not Dnnk" permanently marked on \Id C Automatic Control Valves 1 Automatic control valves shall be of the manufacturer, size, and type md1cated on the drawings 2 Automatic control valves shall be electrically operated 3 Provide Christy's valve ID tags for each remote control valve with valve number 2 7 Valve Boxes A Valve boxes shall be fabncated from a durable, weather-resistant plastic matenal resistant to sunlight and chemical action of soils B The valve boxes for private potable systems caver shall be green In color, valve boxes for recycled water systems shall be purple m color, valve box hds shall be secured with a hidden latch mechanism or bolts C The cover and box shall be capable of sustaining a load of 1,500 pounds D Valve box extensions shall be by the same manufacturer as the valve box E The plastic irngat,on valve box cover shall be an overlapping type F Automatic control valve, master va!ve, and flow sensor boxes shall be 17"x11"x12" 'nominal' rectangular size Valve box covers shall be marked "RCV" with the valve 1denbficat1on number, or MMV", "FS" "heat branded'' onto the caver in 1-1/4 inch high letters/ numbers G Dnp flush valve and Air relief valve boxes shall be 6" circular size Valve box covers shall be marked with "FV" or "ARV" "heat branded" onto the cover ,n 1-1/4 inch high letters H Quick coupler and ball valve boxes shall be 1 O" circular size Valve box covers shall be marked with "QCV" or "BV" "heat branded" onto the cover ,n 1-1 /4 inch high letters Valve box cover for recycled water systems shall be purple in color and permanently marked (attached tags are not acceptable) on valve box cover plate with the words "Warnrng-Recycled Water-Do Not Drink" 2 8 Automatic Controller A Automatic controller shall be of the manufacturer, size, and type indicated on the drawings B Controller enclosure shall be of the manufacturer, size, and type 1nd1cated on the drawings C Controller shall be grounded according to local codes using equ1pment of the manufacturer, size, and type indicated on the drawings, or as required by local codes and ordinances 2 9 Electncal A All electrical equipment shall be NEMA Type 3, waterproofed for extenor ,nstallat,ons B All electrical work shall conform to local codes and ordinances 2 10 Low Voltage Control Winng A Remote control wire shall be d1rect-bunal AWG-UF type, size as 1nd1cated on the drawings, and m no case smaller than 14 gauge B Connections shall of the manufacturer, size, and type indicated on the drawings C Common wires shall be white ,n color Control wires shall be red (where two or more controllers are used, the control wires shall be a different color for each controller These colors shall be noted on the "Record Drawings" plans located on controller door) D Ground wires shall be green In color or bare copper and In no case smaller than 6 gauge 2 11 lrngat1on Heads and Dnp Emitters AND INLINE DRIP TUBING A lrngatIon heads, dnp emitters and inhne dnp tubing shall be of the manufacturer, size, type, with radius of throw, operating pressure, and drscharge rate indicated on the drawings B lrngatIon heads, dnp emitters and mime drip tubing shall be used as 1nd1cated on the drawings C lrngat1on heads for recycled water systems shall have purple recycled water warning cover 2 12 Dnp Irrigation Equipment Drip tubing eqwpment such as flush valves, a,r relief valves, wye strainers and pressure regulators shall be of the manufacturer, size, and type indicated on the drawings 2 13 Miscellaneous Equipment A Landscape Fabric 1 Landscape fabnc for valve box assemblies shall be 5 0-oz weight woven polypropylene weed barner Landscape fabnc shall have a burst strength of 225 PSI, a puncture strength of 60 lbs and capable of water flow of 12 gallons per minute per square foot 2 Type DeWitt Pro 5 Weed Barner or approved equal B Equipment such as flow sensors, ra,n sensors, flush valves, air rehefvalves, wye strainers, and master valves shall be of the manufacturer, size and type indicated on the drawings APPROVED FOR !RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA NOWELL & ASSOCIATES LANDSCAPE ARCHITECTURE 2605 STATE STREET SAN DIEGO, CA 92103 TEL 619 325 1990 FAX 619 3251997 RCE ___ _ REVIEWED BY INSPECTOR "AS BU IL T" EXP ____ _ DATE DATE •-ney + associates --'TION---Cl:IMUL,... ~ 1m11a,c.n,..,-.-c 111a1.-.CAIIIII 1------+----+-----------+-------+---+--+--------t ~2 CITY OF CARLSBAD [ SH2EEOTS I ~ PLANNING DIVISION :=IR::::R::::l'::G=:AT::::l'.,':O::::N:=:::PLA==N==:F=o::::R==========--'==-=:::: ••'IC 1111,••L-f ••-•=Wf m ""'-A 4 SUS, CDP ......-.C111as••Aullli\T-•FtLa..l 11,Flertds I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER 12120/13 EE FINAL SUBMITTAL 12/10/13 EE PLANCHECK CORRECTIONS 11/12/13 EE PLANCHECK CORRECTIONS 9117113 EE PLANCHECK CORRECTIONS 2/21112 EE PLANCHECK CORRECTIONS DATE INITIAL ENGINEER OF WORK REVISION DATE INITIAL DATE INITIAL DESCRIPTION OTHER APPROVAL CITY APPROVAL TABATA RANCH IRRIGATION SPECIFICATIONS I APPROVED PLANNING OWN BY· CHKD BY RVWO BY PROJECT NO CT 06-15 /· J-t · 1-f DATE DRAWING ND 471-91 PART 3 -EXECUTION 3 1 Site Cond1t1ons A Inspections 1 Pnor to all work of this section, carefully inspect the installed work of all other trades and venfy that all such work Is complete to the point where this 1nstallat1on may prope~y commence 2 Venfy that ImgatIon system may be installed In strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations B D1screpanc1es 1 In the event of discrepancy, 1mmed1ately notify the Landscape Architect or Owner's authorized representative 2 Do not proceed with 1nstallat1on In areas of discrepancy until all d1screpanc1es have been resolved C Grades 1 Before starting work, carefully check all grades to determine that work may safely proceed, keeping w1th1n the specified material depths with respect to finish grade 2 Final grades shall be accepted by the Engineer before work on this section will be allowed to begin D Field Measurements 1 Make all necessary measurements m the field to ensure precise fit of items in accordance with the ongmal design Contractor shall coordinate the 1nstallat1on of all IrngatIon matenals with all other work 2 All scaled d1mens1ons are approximate The Contractor shall check and venfy all size dImens1ons pnor to proceeding w1th work under this section 3 Exerase extreme care in excavating and working near ex1stIng ut1lltIes Contractor shall be responsible for damages to ut1ht1es, which are caused by his operations or neglect E D1agrammat1c Intent The drawings are essentially diagrammatic The size and location of equipment and fixtures are drawn to scale where possible Provrde offsets m prpmg and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no add1t1onal expense to Owner F Layout 1 Pnor to InstallatIon, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, and automatic controller 2 Layout IrngatIon system and make minor adjustments required due to differences between site and drawings Where pIp1ng Is shown on drawings under paved areas, but running parallel and adJacent to pf anted areas, install the pIpIng m the planted areas G Water Supply Connections to, or the Installat1on of, the water supply shall be at the locat1ons shown on the drawings Minor changes caused by actual site condIt1ons shall be made at no add1t1onal expense to Owner H Electncal Service 1 Connections to the electncal supply shall be at the locations shown on the drawings Minor changes caused by actual site conditions shall be made at no add1t1onal expense to Owner 2 Contractor shall make electncal connections to the Irngat1on controller Electrical power source to controller locations shall be provided by others 3 Contractor shall make electncal connections to the irngation controller 3 2 Trenching A Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench Trenching excavation shall follow layout md1cated on drawings to the depths below finished grade and as noted Where lines occur under paved area, these d1mens1ons shall be considered below subgrade 8 Provide mImmum cover of 18 inches on pressure supply Imes 2 ½ inches and smaller C Provide mImmum cover of 24 inches on pressure supply Imes 3 inches and larger D Provide minimum cover of 18 inches for control wires w1thm planters E Provide mImmum cover of 24 inches for control wtres w1thm sleeves below paving F Provide minimum cover of 36 inches on pressure supply Imes under vehicular travel ways G Provide minimum cover of 12 mches for non-pressure lines H Pipes mstalled In a common trench shall have a 4-inch minimum space between pipes 3 3 thrust blocks A Thrust blocks must be constructed of Class "B" concrete B Thrust blocks shall be poured against undisturbed site soil C PVC fitting j0Ints shall be kept free of concrete Do not encase fitting in cencrete D Thrust blocking shall be sized to provide the minimum beanng areas as shown below Bearing areas md1cated have been calculated for Class 200 PVC pipe at a test pressure of 150 PSI In sml with 2,000 PSI beanng capaaty Increase thrust block sizing as necessary for varying soil cond1t1ons 1 Provide a minimum thrust block beanng area of 2 a square feet on all bends (all degrees) and tees installed on pressure supply Imes 4 mches and smaller 3 4Backfilling A Backfill matenal on all Imes shall be the same as adJacent soil free of debris, litter, and racks aver 1/2 inches m diameter B Backfill shall be tamped m 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe Backfill matenals shall be sufficiently damp to permit thorough cempact,on, free of voids Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adJacent grades C Floodmg m lieu of tamping 1s not allow-ed D Under no arcumstances shall truck wheels be used to compact backfill E Provide sand backfill a minimum of 4 inches over and under all pIpIng under paved areas 3 5PIp1ng A PIp1ng under exIstIng pavement may be installed by jacking, bonng, or hydraulic dnving No hydraulic dnving Is permitted under asphalt pavement B Cutting or breaking of existing pavement Is not permitted C Carefully inspect all pipe and fittings before 1nstallat1on, removing dirt, scale, burrs, and reaming Install pipe with all markings up for visual inspection and venficat1on D Remove all dented and damaged pipe sections E All Imes shall have a mmImum clearance of 4 inches from each other and 12 inches from Imes of other trades F Parallel lines shall not be installed directly over each other G In solvent welding, use only the specified primer and solvent cement and make all Joints m stnct accordance with the manufacture~s recommended methods including wIpIng all excess solvent from each weld Allow solvent welds at least 15 minutes setup time before movmg or handling and 24 hours cunng time before filling H PVC pipe shall be installed ma manner, which will provide for expansion and contraction as recommended by the pipe manufacturer I Center load all plastic pipe prior to pressure testing J All threaded plast1c-to-plastIc connections shall be assembled using Teflon tape or Teflon paste K For plastic-to-metal connections, work the metal connections first Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except where noted otherwise All plastic-to-metal connections shall be made with plastic female adapters 3 6 Controller A The exact location of the controller shall be approved by the Landscape Architect or Owne~s authorized representative before InstallatIon The electrical serv,ce shall be coordinated with this location B The Irrigation Contractor shall be responsible for the final electrical hook up to the ,rngatIon controller C The 1rngat1on system shall be programmed to operate dunng the periods of minimal use of the design area 3 7 Control Winng A Low voltage control wmng shall occupy the same trench and shall be installed along the same route as the pressure supply )mes whenever possible B Where more than one wire Is placed in a trench, the wmng shall be taped together in a bundle at intervals of 10 feet Bundle shall be secured to the mamhne with tape at intervals of 20 feet C All connectrons shall be of an approved type and shall occur m a valve box Provide an 18-inch serv1ce !oop at each connection D An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote central valve E A conbnuous run of wire shall be used between a controller and each remote control valve Under no circumstances shall splices be used without pnor approval 3 8Valves A Automatic central valves, quick coupler, and ball valves are to be installed In the approximate locations indicated on the drawings B Valve shall be installed in shrub areas whenever possible C Install all valves as indicated In the detail drawings D Valves to be installed In valve boxes shall be installed one valve per box E Provide valve ID tags for each remote control valve with valve number 3 9 Valve Boxes A Valve boxes shall be installed m shrub areas whenever possible B Each valve box shall be installed on a foundation of 3/4 inch gravel backfill, 3 cubic feet minimum Valve boxes shall be installed with their tops 1/2 inch above the surface of surrounding finish grade In lawn areas and 2 inches above finish grade ,n ground cover areas 3 10 Irrigation Heads DRIP EMITTERS And INLINE Dnp Tubing A lrngat1on heads, dnp emitters and inline drip tubing shall be installed as indicated on the drawings B Spacrng of heads and rnlrne dnp tubing shall not exceed maximum indicated on the drawings C Riser nipples shall be of the same size as the nser opening m the sprinkler body 3 11 Backflow Prevention Umts A Backflow Prevention Units shall be installed as indicated on the drawings The backflow prevention unit shall be installed in acccrdance with the reqwrements set forth by local codes B The exact location of the backflow device shall be approved by the Landscape Architect or owners authorized representative before 1nstallatIon C The contractor shall be responsible for the testing and cert1ficat1on of the backflow device for proper operation Testing and cert1ficat1on shall be performed by a state qualified backflow tester 3 12 Miscellaneous Equipment A Install all assembhes speafied herein according to the respective detail drawings or spec1ficat1ons, using best standard practices B Quick coupler valves shall be set approximately 18 inches from walks, curbs, header boards, or paved areas where applicable C Install devices such as ram sensors, freeze sensors, flush valves, and air relief valves, master valves and flow sensors as md1cated on the drawings and as recommended by the manufacturer 3 13 Flushing the System A Prior to Installat1on of IrngatIon heads, the valves shall be opened and a full head of water used to flush out the lines and nsers B lrngation heads shall be installed after flushing the system has been completed 3 14 Adjusting the System A Contractor shall adjust valves, align heads, and check the coverage of each system pnor to ceverage test 8 If 1t 1s determined by the Landscape Architect or Owner's authorized representative that add1t1onal adJustments or nozzle changes will be required to provide proper coverage, all necessary changes or adJustments shall be made pnor to any planting C The entire system shall be operating properly before any planting operations commence D Automatic control valves are to be adJusted so that the 1rngat1on heads, dnp emitters and mime dnp tubing operate at the pressure recommended by the manufacturer 3 15 Testing and Observation A Do not allow or cause any of the work of this section to be covered up or enclosed until 1t has been observed, tested and accepted by the Landscape Architect, Owner, and governing agencies B The Contractor shall be solely responsible for not1fyIng the Landscape Architect, Owner, and governrng agencies, a minimum of 48 hours tn advance, where and when the work Is ready for testing C When the sprinkler system 1s completed, the Contractor shall perform a coverage test of each system m its entirety to determine 1f the water coverage for the planted areas Is complete and adequate m the presence of the Landscape Architect D The Contractor shall furnish all matenals and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system has been willfully installed as Ind1cated on the drawings when 1t Is obvmusly inadequate, without bnnging this to the attention of the Landscape Architect This test shall be accepted by the Landscape Architect and accomplished before starting any planting E Areas to be mamtamed for the formal maintenance penod shall start maintenance at the same time, as directed by the Landscape Architect, Owner, and governing agencies Partial areas will not be released into maintenance prior to completion of items listed m the pre-maintenance review The maintenance penod may not be phased F If, after the maintenance review, the 1rngat1on systems are not accepted by the Landscape Architect, the contractor shall reimburse the Architect for add1t1onal site v1s1ts, or add1t1onal time required to review work All add1t1onal time wtll be billed at the Architect's hourly rate and will be paid for by the contractor at no add1t1onal cost to the owner G Final mspectIon will not commence without record drawings as prepared by the Irrigation Contractor 3 16 Maintenance During the maintenance penod the Contractor shall ad1ust and maintain the irngatIon system in a fully operational cond1bon providing complete IrngatIon coverage to all intended plantings 3 17 Completion Cleaning Clean up shall be made as each portion of the work progresses Refuse and excess du1 shall be removed from the site, all walks and paving shall be swept, and any damage sustained on the work of others shall be repaired to original cond1t1ons • END OF SECTION 1weeney + a11oclate1 --.ATION--NaCIOMUL,_. Callbnlo 111311-.,can,..DrM.SUIIIC --CA-Nl.'ltlMN p · Nl.'ltl.lllO I •• 11., ., -www.s ,as, r I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER NOWELL & ASSOCIATES LANDSCAPE ARCHITECTURE 2605 STATE STREET, SAN DIEGO, CA 92103 TEL 6193251990 FAX 6193251997 APPROVED FOR IRRIGATION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AR[A, "AS BUILT" RCE __ _ EXP ____ _ DATE REVIEWED BY INSPECTOR DATE [sHffi7 CITY OF CARLSBAD ~ l----t---l---------------t----+---11-------t-------l Ll3J PLANNING DIVISION lZQ_J ~l:;R:;RI;::G::::A:;TI~O::;:N==;P;:LA;::N::;:=:FO;::::;;R==========--==::::= 12120/13 EE FINAL SUBMITTAL 12110/13 EE PLANCHECK CORRECTIONS 11112113 EE PLANCHECK CORRECTIONS 9/17/13 EE PLANCHECK CORRECTIONS 2121112 EE PLANCHECK CORRECTIONS DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL TABATA RANCH IRRIGATION SPECIFICATIONS I APPROVED ~~ G;. t:!LoJt= /-1-r-~-+ :PLANNING DATE DWN BY: PROJECT NO DRAWING NO CHKD BY: CT 06-15 471-91 RVWD BY \ ' I- I-- CJ) . 9 '° N ' ' \ H / -,, ·,,, ,I ,. --'', .-1' -~-i, _ ;ii \' \ 25'-0"i ' ' I I ~ STREET CORNER SIGHT CLEARANCE ZONE, TYP LANDSCAPE ELEMENTS OVER 30" IN HEIGHT SHALL NOT BE INSTALLED IN THIS AREA PLANTING KEYT AGS SYMBOL DESCRIPTION <y <1> 0 PLANT FIRST ROW OF MYOPORUM 3'-0" FROM TOP OR BOTTOM OF SLOPE AND ADJACENT PAVING ROOT BARRIER -SEE DETAIL 7, SHEET 15 CONCRETE MOW CURB -SEE DETAIL 10, SHEET 15 PLANTING NOTES 1 ALL PLANTING AREAS SHALL RECEIVE A 3" LAYER OF ORGANIC BARK MULCH 2 PLANTS LOCATED IN THE BIO-SWALES SHALL BE FULLY KNITTED IN AND PROVIDE COMPLETE COVERAGE OF THE SWALE AREA IN ORDER TO PROVIDE A WORKING FILTER PRIOR TO PLANNING DEPARTMENT APPROVAL AND RELEASE OF SECURITIES 3 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 4 CITY APPROVED RECOMMENDATIONS FOR SOIL AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS 'SEE SHEET 18 FOR SLOPE RE-VEGETATION NOTES EASEMENT LEGEND SYMBOL I DESCRIPTION 30' WATER EASEMENT 3-11-59 87541, P154 12' WATER EASEMENT TO CARLSBAD MUNICIPAL WATER DISTRICT F /P 66-156085 SLOPE EASEMENT 89-546752 TO BE VACATED CONDEM OF POINSETTIA & EASEMENT 91-1834 20' WATER EASEMENT 97-34692 SLOPE LANDSCAPE & MAINTENANCE EASEMENT 2003-1054067 DRAINAGE EASEMENT 2003-1054068 7' SDG&E EASEMENT 04-543649 HYDROZONE LEGEND CB-HYDROZONE ID NUMBER ~ AREA IN SQUARE FEET ID I HYDROZONE ...... /~ "-..,,-, -DELINEATES ', /I HYDROZONE ,., BOUNDARY AREA %AREA 1 SHRUBS IRRIGATED WITH MP ROTATOR HEADS 21,294 SF 47% 2 SHRUBS IRRIGATED WITH POP-UP ROTOR HEADS 18,846 SF 41% 3 SHRUBS IRRIGATED WITH INLINE DRIP 5,700 SF 12% TOTAL 45,840 SF 100% 2,372; 1 2,800 ' ' ' ' ' ' \ ! ' I I --- r \ \ I \ .. \ \ . \ ·, -. ' " ' \ ' r, ._ ... ,:..,-1-, .. ! , I , ( )/ I , I I I I I I ~~'&!,' 1 4,932 '. ' I ! PUBLIC RIGHT-OF-WAY LINE ---1----1 \ \ -. . I I ~~~ l"'-,,,, I """'"' -J'::;;,l,!}0..-~X I EXISTING 28' ROAD & ~I PUBLIC UTILITY EASEMENT : TO BE VACATED! I I I \ \ ' \ \ \ \ ' \ • \ \. \ \ \ \ • i 1 7,460 / / / -- / ,c..:· ·-·-- LIMIT OF EXISTING PLANTING ~ /.'.'•::-·::.:-: / -·----· -" ~>--'... -/ ,,c:··-:_·.:--'EXISTING TREE ---.... _;-_-_-_ .. :-.:. / TO REMAIN, TYP _, ----·.:zc_ -..... ---~ . ---...... /------· /..::·----~----~~-' /-------c..: .. ---~= ,. -_,-_-__ -_;:-_ ---· ,,, ..,. -... ✓---..... ---·---- ' i / . I I _ I I I I I . .J"-'!..,....'r"'-iE.~~CX-:;>00«~~;>0,e.~¾:;>008fE*~ /4' --· ·---~----/_ ... ·- .. L • .. --. , -- •M -~ ~ -----" ---- I I I I!;/;! Ii et: I CL I I \ \ ' ' ' \ ' ' \ \ \ ' \ ' \ /// LEMON LE AF DRIVE \ \ \ \ \ ' ' PLANT MATERIAL LEGEND TREES SEE DETAILS 1,2 & 8, SHEET 15 SYMBOL SIZE BOTANICAL NAME J:,. 15 GAL JACARANDA MIMOSIFOLIA + 24" BOX LOPHOSTEMON CONFERTUS 0 24" BOX MELALEUCA QUINQUENERVIA C 24" BOX PINUS ELDARCIA SHRUBS & VINES SEE DETAILS 3, 4 & 9, SHEET 15 SYMBOL □ X • 0 e HYDRO SEED SYMBOL SIZE BOTANICAL NAME 5 GAL ABELIA GRANDIFLORA 15 GAL ARBUTUS UNEDO 'COMPACTA' 5 GAL ARBUTUS UNEDO 'COMPACTA' 1 GAL BOUGAINVILLEA 'LA JOLLA' 1GAL LANTANA MON 'WHITELIGHTNIN' 1 GAL LOMANDRA LONGIFOLIA 'BREEZE' 5 GAL PHORMIUM 'BRONZE BABY' 1 GAL FICUS PUMILA FOR EXPANDED HYDROSEED LEGEND, SEE SHEET 19 TYPE COMMON NAME HEIGHT JACARANDA 7-8' BRISBANE BOX 10-12' CAJEPUT TREE 8-10' AFGHAN PINE 8-10' COMMON NAME HEIGHT GLOSSY ABELIA 12" COMPACT STRAWBERRY TREE 36" COMPACT STRAWBERRY TREE 18" LA JOLLA BOUGAINVILLEA 6" WHITE TRAILING LANTANA 6" DWARF MAT RUSH 12" NEW ZEALAND FLAX 18" CREEPING FIG [3 HYDROSEED TYPE 'A' (FOR BMP SWALES) -SEE SHEET 19 FOR DESCRIPTION CJ HYDROSEED TYPE 'B' (FOR TEMP SLOPE ON LOT 3) -SEE SHEET 19 FOR DESCRIPTION REINFORCED STRAW MAT FOR NARROW SLOPES GROUNDCOVER SEE DETAIL 6, SHEET 15 SYMBOL SIZE I SPACING I BOTANICAL NAME I COMMON NAME FLATS 12" 0 C GAZANIA 'MITSUWA BURGANDY' BURGAN DY MIS TU WA GAZANIA FLATS FLATS SOD 12" 0 C 12" oc MYOPORUM PAR 'PINK' PINK MYOPORUM PELARGONIUM P 'BALCON RED' RED BALCON IVY GERANIUM MARATHON IIE EXISTING PLANTING SYMBOL DESCRIPTION WIDTH 2-3' 4-5' 3-4' 4-5' I WIDTH 12" 24" 12" 12" 12" 12" 18" AREA OF EXISTING PLANTING TO REMAIN CONTRACTOR TO MINIMIZE DISTURBANCE TO EXISTING PLANTING DURING CONSTRUCTION ANY AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO ORIGINAL CONDITION CONTRACTOR TO REPLACE PLANTS WITH THE SAME SPECIES AND SIZE AS THE DAMAGED PLANTS AND TO MEET CURRENT CITY OF CARLSBAD LANDSCAPE MANUAL REQUIREMENTS F·-': u.:~ .. , --.. I AREA OF EXISTING PLANTING TO BE REMOVED REMARKS STD FORM STD FORM STD FORM STD FORM REMARKS STAKED APPROVED roR QTY 19 17 4 22 QTY 57 8 58 126 358 179 33 24 !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA NOWELL & ASSOCIATES LANDSCAPE ARCHITECTURE 2605 STATE STREET SAN DIEGO CA 92103 TEL 6193251990 FAX 6193251997 RCE __ _ REVIEWED BY INSPECTOR "AS BU IL T" EXP ___ _ DATE DATE L-.. ,. ... - ,~ " -~-. ~ ·---~---, -. --< • - fsHEEll CITY OF CARLSBAD ~ 1------J--+----------------t---+--t---t---t Ll±J PLANNING DIVISION ~ ~P;:LANT~;;IN~G,.'=:;P:;LAN~::::;FO~R,:======:===="-===== TABATA RANCH 12/20/13 EE FINAL SUBMITTAL / PLANCHECK CORRECTIONS I APPROVED tr;,,t1 @] 12110/13 EE ~-E:.11-o-tr /-If-~ 0 10' 40' 11/12113 EE PLANCHECK CORRECTIONS 20' 9/17/13 EE PLANCHECK CORRECTIONS DAT£ PLANNING • 2121/12 EE PLJ\NCHECK CORRECTIONS I DRAWING NO. 0 OWN BY: PROJECT NO. ' 0 D"TE INITIAL DATE INITIAL DATE INITIAL CHKD BY: N REVISION DESCRIPTION CT 06-15 " ENGINEER OF l'ORK OTHER APPROVAL CllY APPROVAL RVWD BY. 471-91 . ~ ~-PAVING, CURB, OR HEADER PER PLAN ,,---ROOT BARRIER SEE SPECS --FINISHED GRADE (SEE PLAN AND SPECS FOR MULCH) COMPACTED SUBGRADE PER SPECS 0~R..:..:O::...;O~T~B::.:.A.:.:..R.:.:..R.:.:..:IE::.:.R..:__ ______________ SC-:-A-LE_1_" =-1·--0·-- ,b,~'\J-"~r\7jl>fr:~~-CUT OFF STAKES AS NEEDED TO CLEAR DIRECTION OF PREVAILING WIND BRANCHES AND BE UNIFORM IN HEIGHT -------' -------7 S==4+~~--"TREE STAKE STABILIZER" INSTALL PER~--------. fil SPECS AND MFR'S RECOMMENDATIONS tt---¼----15 GALLON OR 24" BOX TREE ---In~~~--(4) "ARBOR TIES" PER SPECS SPACE --i---cr:;-,,L-;,,:: fil 8 AS SHOWN, INSTALL PER MFR'S RECOMMENDATIONS 2" DIA x 10' LONG TREATED LODGE _ _.,, POLE PINE STAKES, INSTALL TRUE AND VERTICAL I ~ -15 GAL ROOTBALL ~ .J --- / / I I I ,' 1111 ;.....' --.--;!>~~ 24" TREE BOX___/ I PLAN VIEW OF STAKING LAYOUT L __________ -- rr "'-'--'-l~r-r1-ll-l'-ft iil CROSS TIE BETWEEN STAKES AND TREE AS SHOWN ,----7 I ,-'- I I • DRAG TSS ON SOIL TO MARK PLACEMENT OF STAKES =1 _ iTL fl' '--'u....,_---'-'--'L..1 1-1/2" GALV ROOFING NAIL I ~.,,,.a;;,4:l I L ____ _J TREE STAKING WITH TREE STAKE STABILIZER SCALE 1 /2" = 1'-0" i------STRUCTURE (FENCE, WALL, OR BUILDING) 1,1-.,__ ___ VINE (OR SHRUB), SECURE BRANCHES/STEMS WITH ADHESIVE PLASTIC TIES TO STRUCTURE, TRAIN AND SECURE BRANCHES TO THE STRUCTURE IN A SPREADING PATTERN FROM BASE OF PLANT DURING REQUIRED MAINTENANCE PEROID ~--SET ROOT BALL 1" ABOVE FINISH GRADE ~--MULCH ,---------BACKFILL MIX 3" EARTH BERM FINISH GRADE L.-.,.....:L-(.1,-'-; ~,,..J.;-,,t,-f:'l[fii::m::- -~ '/ffiBFR:::"----SCARIFY SIDES OF PLANT PIT ',115'7:~;fti=:._____ __ FERTILIZER TABLETS PER SPECIFICATIONS ''-"L----'-'---.LL:..£.-L.L.U INSTALL SO THEY DO NOT TOUCH ROOT BALL l 2x ROOT BALL " i------WIDTH AS SPECIFIED OR 2 TIMES ROOT BALL WIDTH MINIMUM I I I I I I I I I I I I I I I fn\g i--:V..:.:..IN=-=E...:...P-=.LA..:.:..N:..:..Tl:.:...:.N=G _____________________ _ ~ SCALE NTS FINISHED GRADE -~ OF SRHUB AREA NOTES 1 PROVIDE 1/4" SCORELINE$@ 10' 0 C 6" ---1 /2"R TOOLED EDGES (TYP) ~-FINISHED GRADE -LAWN AREA #3 BAR CONT 18" OVERLAP@ SPLICES CONCRETE WITH SMOOTH TROWEL FINISH, SEE NOTES COMPACTED SUBGRADE PER SPECS 2 PROVIDE EXPANSION JOINTS@ INTERSECTIONS W/ PAVING, WALL, BUILDINGS, CURBS, AND 40' 0 C ALONG A CONTINUOUS RUN @)1-----.:C~O::.:,N.:..::C:..:...;R:-=E...:...;TE=---.:..:..:M-=.O.:....:W.::::C-=-U:...::RB=---------------S-CA-LE---:3-" =-1,":'."-0,-- ROOT BALL 0 _,-----1, 5, OR 15 GALLON CONTAINER PLANT ~-PLANT SO ROOT BALL IS 1"-2" ABOVE FINISH GRADE ~-MULCH LAYER ,--------FORM 3" WATERING BASIN WITH BACKFILL SOIL MIX V""'4~~~-'-+'--PIT BACKFILL MIX 'A-+o!Fo-~' f-'-"--SCARIFY SIDES OF PIT ~~:+-----FERTILIZER TABLETS PER SPECIFICATIONS INSTALL SO THEY DO NOT TOUCH ROOT BALL BREATHER TUBE WITH SUMP -ffi 15 GAL SIZE OR LARGER ~ 3 CONTAINER SHRUB AND SUCCULENT PLANTING SCALE NT S 2 x ROOTBALL 4 CONTAINER SHRUB AND SUCCULENT PLANTING DRAIN GRATE ---~ GEOTEXTILE EARTH BERM FINISHED GRADE SCHEDULE: PLANT SIZE 15 GALLON SCALE NT S SUMP QNTY SUMP DEPTH 3' DEEP FABRIC OVER SUMP (TYP) (1) 3' PIPE 0 1-11·-·· DUCT TAPE HOLES 24" BOX (1) 4" PIPE 4' DEEP BOTTOM OF PLANT PIT 0 0 0 :::= j 1:---, 11 .. _, ,-.F WITHIN 6" OF FINISHED GRADE PLANT PIT 36" BOX (2) 4" PIPE 4' DEEP 48' BOX & LARGER (2) 4" PIPE 4' DEEP B&B PALMS (2) 4" PIPE 4' DEEP 0 GEOTEXTILE DRAIN "SOCK" PERFORATED DRAIN PIPE- SIZE AND QUANTITY PER SCHEDULE /c\S ~B:!..:R=.EA...:...;.T.:...:.H:..:.ER~T:....:U:.::.B=-E .:...:.W.:...:..IT.:...:..H =SU=M=P---------:-:---------:--:---- \_::__) SCALE NTS X" EDGE OF PAVING, CURB, OR HEADER '----DISTANCE FROM EDGE IS EQUAL TO PLANT SPACING, UNLESS INDICATED OTHERWISE ON LEGEND .,---PLANT TYPE AND SPACING PER LEGEND ----ON-CENTER SPACING PER LEGEND NOTE ALL GROUNDCOVERS ARE TO BE PLANTED AT EQUAL TRIANGULAR SPACING UNLESS OTHERWISE NOTED ON PLAN rc;-\6 1-....::G::.:..:R~O~UN..:..:D::.:::C:.::::O.;..:VE:.:..R.:....:.P--=LA:...::.N.:...:.T..:.:..I N=-=G~------------- \::_,) SCALE NTS 12120113 EE 12/10/13 EE 11/12113 EE 9/17113 EE 2121112 EE DATE 111111"'- ENGINEER Of' WoRK . (0 .....I .....I <( (D I-0 0 0::: 0 I- .....I <( ::::, a w . N U) U) w .....I SET ROOTBALL MIN 2" ABOVE FINISH GRADE ROOTBALL A\3'l"'rc"I----EARTHBERM FINISH GRADE ~~""""lr!T'l;;-;io._',.___::-: SCARIFY SIDES • • OF PIT ~~~~tlJ;;:;Jil ;, __ FERTILIZER TABLETS ~~~~i+---PLANTING BACKFILL MIX PER SPECIFICATIONS ~~---t,>trr.,~-PULVERIZED NATIVE SOIL ------Li::0,.:~~~~....,.n=~rl'r.m§':"~= BELOW 18" FROM FINISHED GRADE NATIVE SUBGRADE -----,--1· ~-BREATHER TUBE WITH 0 ~{fl SUMP (BEYOND) W 0 i~i QD 0 Sit· ~IE""ll 2X OUTSIDE BOX DIMENSION' ---,, ~; r-:'\1 1-~T~R=!EE=...'.P--=LA~N~T:..!!.IN.:..::G'.,__ ___________ ----;:;;:--;-;-;-;:-;-:;:--;:---- \.}_) SCALE NTS EROSION CONTROL FABRIC CUT BACK OF PLANT PIT TO 11 SLOPE LINE OF EXISTING SLOPE SET ROOTBALL 2" ABOVE FINISH GRADE Ill i '-----/ FINISH GRADE :ffijjj= '-----6" EARTH BERM ON DOWNHILL SIDE '=::I! I:-'-----,/ __,...,.,.,,---EROSION CONTROL FABRIC -'l<--'.lj:l:.tt .• ~-·~-~~~;--------'---'--"b?'.nt"'~lli---~ ~ FERTILIZER TABLETS 0 ::j "' I-<( N ....J (D (/) <( I-U) ::::lOw a o ....., w 0::: PLANTING BACKFILL MIX PER SPECS j PULVERIZED NATIVE SOIL BELOW 18' FROM FINISH GRADE ' _ 1 _ 1 __ _ -*~-'-'----.. =··_,-_·_BREATHER TUBE WITH SUMP@ I , -I r 1--■ • •-1 I 1- -NATIVE SUBGRADE 2X OUTSIDE BOX DIMENSION f;;\2 ~T~RE!:::::..!:E:..!P:.!::LA!:!!N.!.!T.!!.:IN~G~O~N~S~LO:!!.P-=E:.__ ________ ~;-;--;:-:-:-:;:-;::---\_V SCALE NTS APPROVED /RR/GA TION ANO FOR PLANTING ~OSC,4p0 ONLY, INCLUDING PRECISE -.,<:J ~Q LEN.-.ft.; -1,pC" ., <b ,i. ~ LOCA T!ON OF PLANTING ~ 4470 r', ~.~ 0 .J ... AREA . .__\ -·u,71~_/"' "AS BUil T" "'.-.~ .. ,. 1¼ ~ "';-, e.i-,., ,_"., o ~.;;:; < OF C,._\.\~ NOWELL & ASSOCIATES LANDSCAPE ARCHITECTURE RCE EXP DATE 2605 STATE STREET SAN DIEGO CA 92103 REVIEWED BY TEL 6193251990 FAX 6193251997 INSPECTOR DATE WJ CITY OF CARLSBAD ~ 5 PLANNING DIVISION 0 PLANTING DETAll.j3 FOR TABATA RANCH FINAL SUBMITTAL PLANCHECK CORRECTIONS APPROVED tt.zl. \ 4-~\...o'fl" /-1-f-1-f PLANCHECK CORRECTIONS PLANCHECK CORRECTIONS PLANNING DATE PLANCHECK CORRECTIONS Dffl'I BY: I PROJECT NO. I DRAWING NO DATE INITIAL DATE INITIAL CHKD BY: CT 06-15 REVISION DESCRIPTION OTHER APPROVAL C1TY APPROVAL RW/D BY: 471-9L --..----------------" ----------... --,---------.-. ______________________ .... .;.P.;.R:.::.O.;.P.E.!£Y_LI_NE.;._ ___________ ....,._ I- UJ ' UJ ' er~ I-i rn ' < er ' UJ ' (.) ' --=--0-1-_, i \ L w z :::; I --+-+-EXIS ,ING WOOD FENCF TO REMAIN 1· ' ------~ -----------------------------...__ ---------------- \ ' ! ' I r'--f ~,, , I i I , \ I I , I ' t i I ' \ \ -------- / PROPERTY LINE ! I i ----- \ . ------- / / --- - i RETAINING WALL PER CIVIL PLANS ---- 0 10' 20' -- \; I \ I - 1 ' I I 40' • 9 b N II I I I I -I w z _, Ii 0:: I a. I I \ \ -·· \ \ \ I LEMON LEAF DRIVE \ ' ' \ ' \ ' ' ,\ \ \ \ \ \ \ I / FENCE LEGEND SYMBOL I DESCRIPTION DETAIL -0--0--5' HIGH TUBULAR STEEL FENCE 1, SHT 17 c a c 5' HIGH WOOD FENCE 2, SHT 17 I'\ 5' HIGH WOOD GATE (SHOWN ON TYPICAL LAYOUT ONLY) 4, SHT 17 • • • • 42" HIGH METAL GUARDRAIL NOWELL & ASSOCIATES LANDSCAPE ARCHITECTURE 2605 STATE STREET. SAN DIEGO. CA 92103 TEL 619 325 1990 FAX 619 325 1997 5 & 6, SHT 17 APPROVED FOR !RR/GA T!ON ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP ___ _ DATE REVIEWED BY INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1----t--+---------------t---t---t------t----J LJJLj PLANNING DIVISION LZQ_j ~F;:E:;NC;;E;:::;P;LA:;::N;::::;&~D:;:E;:TA;:;I:;::1$;:::;F;:O;:R:======~== TABATA RANCH 12120/13 EE FINAL SUBMITTAL 12/10/13 EE PLANCHECK CORRECTIONS I APPROVED ~[ Gr-E::l\~ 11/12/13 EE PLANCHECK CORRECTIONS l·H·-l-f • PLANNING 9/17/13 EE PLANCHECK CORRECTIONS DATE 2/21/12 EE PLANCHECK CORRECTIONS D BY: PROJECT NO. DRAWING NO DATE ll(ITIAL DATE INITIAL DATE ll(ITIAL CHKD BY: CT 06-15 ENGINEER OF \IIORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: 4 71-91 • <D • '.'i' "' • "' 6 42" HIGH METAL GUARDRAIL-SECTION TOP RAIL -2" SQR TUBE STL MIDDLE RAIL -2" SQR TUBE STL POST -2" SQR TUBE STL PICKET -1" SQR TUBE STL BOTTOM RAIL -2" SQR TUBE STL PITCH TOP OF FOOTING 2% AWAY FROM POST IN ALL DIRECTIONS CORE DRILL AND SET POSTS WITH NON SHRINK GROUT NOTE ALL STEEL TO BE PAINTED PER SPEC SECTION 09 91 13 SCALE 1"= 1'-0" 5' HIG WOOD GAT H~ E ' - • ex, .... I I ~ .. - / "- '- - J I I LOT LINE, ~ TYP I I I SIDEWALK STREET -;-'' "' 5' HIGH METAL FENCE 5' HIGH WOOD FENCE NOTES 1 FENCE, HOUSE AND DRIVEWAY LAYOUTS SHOWN ARE CONCEPTUAL AND TYPICAL ONLY 2 FENCE SHALL MEET CITY OF CARLSBAD LANDSCAPE MANUAL 0 TYPICAL FENCE LAYOUT 3 ---------NOTTO SCALE 2X6 WOOD TOP -~ & BOTTOM RAIL GALVANIZED HEAVY DUTY GRAVITY LATCH WITH PULL CABLE (2) 2X4 WOOD - BLOCKING (TOP & BOTTOM) • ~ NOTES oc -' u ~ ALL WOOD SHALL BE S4S CEDAR APPLY WOOD STAIN -COLOR TO BE SELECTED BY OWNER SECTION l>:J ~c=~=~=~=1=§ [X] PLAN l 3'-0" I ~------(2) 1X4 WOOD NAILER (TOP & BOTTOM) _,------(2) GALVANIZED HEAVY DUTY STRAP HINGES (6" LENGTH) -.1--1--1--1--1--11---6X6 WOOD POST USE AB TYPE POSTBASE FROM SIMPSON TIE ♦-+--+-H--+-~~~~++--2X4 WOOD BRACE -4oo11+--+-l--l--l--i---,i.t---1X6 WOOD SLATS -..-+-+----WOOD FENCE@ f-'---'---'-----'----1 _,---FINISH GRADE 4 5' HIGH WOOD GATE VIEWED FROM RESIDENT SIDE 6'-4" / ', , I I I I I I I I I l -=1 I I ' I I I ' A I ' // I , I I . I 5 42" HIGH METAL GUARDRAIL-ELEVATION ,/ I I ~ ; I / I SCALE 1/2"= 1'-0" TOP RAIL -2" SQR TUBE STL JOINTS AT CENTER OF POSTS MIDDLE RAIL -2" X 1-1/2" TUBE STL POST -2" SQR TUBE STL PICKET -1" SQR TUBE STL BOTTOM RAIL -2" SOR TUBE STL FINISH GRADE NOTE ALL STEEL TO BE PAINTED PER SPEC SECTION 09 9113 SCALE 1 '= 1 '-0" 12/20113 EE 12110113 EE 11/12113 EE 9/17/13 EE 2/21/12 EE DATE INITIAL ENGINEER OF WORK '.- 1 81-0" • "' ' , ' , ---', I I" I oc -' u • ... h I _, ':I ;; I .,,_ I I - ~ 1-1/2" X 1-1/2" TUBULAR STEEL TOP AND BOTTOM RAILS 2" SQUARE TUBULAR STEEL LINE POST WITH SQUARE CAP 4' SQUARE TUBULAR STEEL CORNER & TERMINAL POSTS WITH SQUARE CAP 5/8" SQUARE TUBULAR STEEL PICKETS@ 4" 0 C FINISH GRADE ' I I! !~j. !w!LI~ t l J;; -~ if -~1 ~ t.~ .i J ,-.·i ~ 1~-~I;:;~ J l r.~ :111:··--1 i ~.3:. = m,-1',1" {1''""~}1.,,"t''i+-~•j"''~t "'"\ll---dl • . fi• ,,y -~~i'/' CONCRETE FOOTING -SLOPE TOP 1% FOR DRAINAGE 12" X 18" DEEP FOR LINE POSTS, 12" X 24" DEEP FOR CORNER & TERMINAL POSTS oc d ~r,!f • 1 1-'"'' .,,_I''~· '-~ 1.,, ... ,,,, .... 111 •"i 11-."P·'• t'" r:fff;! .. ) 1~-r .. ~-;-~7, .. L.ij"''f... ....... ,-, •~ '1 L,f1·•.t'"1'"':·~ ·i:•-;; -.,_,.,q •~~ ., -1< ~l -F ..,. ••j , J ! \,~j?Jk.!L r~• d~l'f1 i l.,,,~4. · t ,'; • J,,. • 1 ',i-~:th1rL~ ·tr • ~r-· ,,. -,: l~ :::. -· I-l,n ! 1 ~fft: -i·-~ ,,-,;; 7 .. .!fr' 1 t' ,, ~ 1r--, t ;i-,0r;, __ ,;r i• ' ,. " -,,.~'•• .~ !i• • l ,J, • 11-1 COMPACTED SUBGRADE l 1 '·--• j . ~r .... -· ··i .. !.... ,, i ;' t;.';•:i,· i,:i.-... J:l--· NOTES 1 ALL METAL SHALL RECEIVE TWO (2) COATS OF "RUSTOLEUM" FLAT BLACK PRIMER -FACTORY APPLIED 2 ORNAMENTAL IRON VIEW FENCING CAN ALSO BE USED AS PRE- APPROVED YARD FENCING BY PRIVATE OWNER 5' HIGH TUBULAR STEEL VIEW FENCE SCALE 1/2"= 1'-0" 81-011 /,,---2X6 TOP RAIL F11-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-~=-~JTi1 E='.=~:§§L 1 X4 NAILER ON BOTH SIDES [-i-.i--+-+-+-+-y-4X4 WOOD POST USE AB TYPE SUBGRADE / POSTBASE FROM SIMPSON TIE ---t+--1 X6 SLATS 0. /__,__ 1X4 NAILER ON BOTH SIDES V FINISH GRADE " , _ / 7 ,,---CONCRETE FOOTING -SLOPE TOP -/ 1% FOR DRAINAGE 12" X 18" DEEP FOR LINE POSTS, 12' X 24" DEEP FOR CORNER & GATE POSTS NOTES ALL WOOD SHALL BE S4S CEDAR APPLY WOOD STAIN -COLOR TO BE SELECTED BY OWNER 0___;;5_;' Hc..:.;l..,;:;.G.;..;H...;.W.;..;O:::..;O:.:D;_F;_;E;:,:.N..:.::C:.=E:;.__ _____________ S_C_AL-E -1/2-.=-1'--0,,- APPROVED FOR !RR/GA T!ON ANO PLANTING ~osc"-°.-,,_~ #Q LEN~~ -f,pci ONLY, INCLUDING PRE Cf SE ~<t, :i,~ LOCA T!ON OF PLANTING fl ftw' W? ~ ..,J I -, AREA ,., f'.i -;,~ "" v>,,_ .... •/2~ "AS BUil T" '1 I'. e.t~. ,_., ,• ~~ <' or c.A-L'~o NOWELL & ASSOCIATES RCE EXP DATE LANDSCAPE ARCHITECTURE 2605 STATE STREET. SAN DIEGO, CA 92103 REVIEWED BY TEL 6193251990 FAX 6193251997 INSPECTOR DATE uTI CITY OF CARLSBAD ~ 7 PLANNING DIVISION 0 FENCE PLAN & DETAIi.$ FOR. TABATA RANCH FINAL SUBMITTAL PLANCHECK CORRECTIONS I APPROVED /-'(;_x 1 C:r-E:H~tf I PLANCHECK CORRECTIONS !-l-t'-1-t :PLANNING PLANCHECK CORRECTIONS DATE PLANCHECK CORRECTIONS OWN BY: I PROJECT NO I DRAWING NO DATE INITIAL DATE INITIAL CHKO BY: CT REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL R\IW[l BY: 06-15 471-91 SECTION 02910 LANDSCAPE FINISH GRADING AND SOIL AMENDMENT PART 1 GENERAL 1 01 RELATED DOCUMENTS A THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN 1 02 SCOPE OF WORK A FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PLACE IMPORTED TOPSOIL, PREPARE SOIL FOR PLANTING, AND TO FINISH GRADE AS DESCRIBED HEREIN AND UPON THE DRAWINGS B WORK NOT INCLUDED ROUGH GRADING AND STORM DRAINAGE 1 03 RELATED SECTIONS A SECTION 02810-IRRIGATION SYSTEMS B SECTION 02930 -TREES, SHRUBS, AND GROUNDCOVER C SECTION 02920 -HYDROSEEDING & SEEDING 1 04 REFERENCES A AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) B AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (MSHTO) C STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREENBOOK) 1 05 SUBMITTALS A PRODUCT SU BM ITT ALS -SUBMIT THE ITEMS IDENTIFIED BELOW FOLLOWING THE PROCEDURES PRESCRIBED UNDER SECTION 01330 SUBMITTALS PARTIAL OR INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE AND WILL BE RETURNED WITHOUT A REVIEW ORGANIC SOIL AMENDMENTS-SUBMIT SAMPLES AND PRODUCT SPECIFICATIONS NOT MORE THAN 30 DAYS OLD SPECIFICATION SHALL INCLUDE PARTICLE SIZE EVALUATION, TOTAL NITROGEN (N), AMMONIA (NH4-N, NITRATE (N03-N), EGE, PH, MICRO NUTRIENTS, AND METALS 2 INORGANIC CONDITIONERS, FERTILIZERS, AND CHEMICALS -SUBMIT PRODUCT LITERATURE AND SPECIFICATIONS B AGRICULTURAL SOIL TESTS -SUBMIT ANALYSIS REPORT AND RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL TO THE CITY FOR APPROVAL C CERTIFICATIONS -SUBMIT COPIES OF CERTIFIED LANDSCAPE TECHNICIAN (CL T) REGISTRATION FOR FOREMEN PERFORMING WORK ON THIS PROJECT D COSTS FOR SAMPLING, TESTING OR INSPECTION OF MATERIALS ARE INCLUDED IN BID, AND COPIES OF INSPECTIONS, CERTIFICATES, AND TESTS RESULTS SHALL BE FURNISHED WITHOUT ADDITIONAL COST TO THE OWNER E SUBSTITUTIONS-FOR MATERIALS THAT DIFFER FROM A SPECIFIED BRAND OR PRODUCT, SUBMIT SAMPLES, PRODUCT SPECIFICATIONS, AND PRODUCT LITERATURE FOLLOW PROCEDURES AS PRESCRIBED UNDER SECTION 01610 SUBSTITUTIONS 1 06 EXPERIENCE AND QUALIFICATIONS A THE CONTRACTOR SHALL EMPLOY CERTIFIED LANDSCAPE TECHNICIANS (CLT) WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR LANDSCAPE INSTALLATION WORK 1 07 RESPONSIBILITY A THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY THE WORK SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE CONTRACT PERIOD, INCLUDING DURING SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF THE WORK CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED IMPROVEMENTS INCLUDING ACTS OF VANDALISM, THEFT, AND GRAFFITI REMOVAL REPAIRS OR REPLACEMENTS SHALL BE AT LEAST EQUAL TO ORIGINAL CONDITION OF THE EXISTING IMPROVEMENT, AND SHALL MATCH IN FINISH AND DIMENSION B PRIOR TO STARTING THE WORK OF THIS SECTION, VERIFY THAT PREVIOUSLY INSTALLED WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN ACCORDANCE WITH THE DESIGN, PERTINENT CODES, REGULATIONS, AND PORTIONS OF THE REFERENCED STANDARDS C IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT D DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED PART 2 PRODUCTS 2 01 SOIL AMENDMENTS A B C D E ORGANIC SOIL CONDITIONER PRODUCT SHALL BE FULLY COMPOSTED 100 PERCENT RECYCLED ORGANIC PRODUCT, CONSISTING OF COMPOSTED BIO-SOLIDS AND AGED WOOD FIBER WITH PARTICLES PASSING A½ INCH SCREEN PRODUCT SHALL BE NON-HAZARDOUS, AND CONFORM TO US EPA 40 CFR 503 CRITERIA FOR CLASS "A" PRODUCT HUMATE PLUS A COMMERCIALLY MINED AND PACKAGED SOIL CONDITIONER CONTAINING 40 PERCENT ORGANIC MATTER, 40 PERCENT CARBON, AND 40 PERCENT HUMIC ACIDS MANUFACTURED BY TRI-C ENTERPRISES, CHINO, CA, (800) 927-3311 AGRICULTURAL GYPSUM A COMMERCIALLY PROCESSED AND PACKAGED PRODUCT WITH A MINIMUM 90 PERCENT CALCIUM SULFATE DIHYDRATE (CAS042H20) AND MINIMUM 14 PERCENT SULFUR (S) GYPSUM SHALL BE FREE FLOWING, FINE GRANULAR FORM WITH 100 PERCENT PASSING A 10 MESH SCREEN PRODUCT SHALL BE ENVIRONMENTALLY SAFE AND PRODUCED SPECIFICALLY FOR AGRICULTURAL OR LANDSCAPE USE GRANULAR FERTILIZER FERTILIZER SHALL BE A COMMERCL<\L GRADE PRODUCT, UNIFORM AND HOMOGENOUS IN COMPOSITION, DUST FREE, DRY, AND FREE FLOWING GRANULAR OR PELLETIZED FORM SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD NITROGEN PHOSPHORUS POTASSIUM 600% 20 00% 20 00% 2 FERTILIZER SHALL BE DELIVERED TO THE SITE IN ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS WET OR CAKED FERTILIZER IS NOT ACCEPTABLE E-Z WET 26% SPRA YABLE A COMMERCIALLY PRODUCED BIODEGRADABLE, NON-IONIC, NEUTRAL PH LIQUID SOIL PENETRANT 2 02 PRE-EMERGENT HERBICIDES A PRE-EMERGENT HERBICIDES SHALL BE A WETTABLE POWDER OR GRANULE TYPE PRODUCT, SUITABLE FOR USE WITH THE GROUNDCOVERS SPECIFIED ON THE PLANS AND SUITABLE FOR USE WITH THE ON-SITE SOIL B C HERBICIDES SHALL BE SELECTED FOR CONTROLLING THE WEEDS INDIGENOUS TO THE SITE HERBICIDES SHALL COMPLY WITH REQUIREMENTS OF LOCAL AND STATE AGENCIES HAVING JURISDICTION OVER THE PROJECT 2 03 AMENDMENTS FOR BID A QUANTITY AND PROCEDURE ADJUSTMENTS MAY BE REQUESTED BY THE ARCHITECT, AFTER REVIEWING OF THE AGRICULTURAL SOIL ANALYSIS REPORT ADJUSTMENTS BY THE ARCHITECT WILL ISSUED IN WRITING THE FOLLOWING AMENDMENTS AND QUANTITIES ARE TO BE USED AS THE BASIS FOR BIDS SOIL AMENDMENTS FOR PLANTING AREAS WITH GRADIENT LESS THAN 21 IN SLOPE QUANTITY PER 1,000 SQUARE FEET 4CU YDS 50 LBS 15 LBS 25 LBS ORGANIC SOIL CONDITIONER HUMATE PLUS GRANULAR FERTILIZER AGRICULTURAL GYPSUM 2 SOIL AMENDMENTS FOR 2 1 SLOPES QUANTITIES PER 1000 SQUARE FEET 2 QTS PLANTS CHOICE SR E-Z WET 26% SPRAYABLE APPLIED PER MANUFACTURER'S RECOMMENDATION 2 04 IMPORTED TOPSOIL (ONLY IF REQUIRED TO MAKE UP GRADES) A IMPORTED SOIL SHALL BE CLASS A TOPSOIL AS DEFINED UNDER SECTION 212-1 1 2 OF THE STANDARD SPECIFICATIONS PROVIDE SOIL FREE OF SUBSOIL, BRUSH, OBJECTIONABLE WEEDS, SEEDS, ROCKS, ORGANIC OR INORGANIC DEBRIS, SILT, AND CLAY, TOXIC SUBSTANCE, ORGANIC OR INORGANIC, SOIL STERILANTS, SALTS, AND SOIL REMOVED FROM ROAD BED EXCAVATIONS B THE CONTRACTOR SHALL FURNISH UPON THE REQUEST OF THE ARCHITECT A SOILS REPORT MADE FROM THE INTENDED IMPORT BY AN APPROVED AGRICULTURAL LAB THE REPORT SHALL INCLUDE PH, N-P-K, SAR, MINERALS, MICRO-NUTRIENTS, ECE, BORON LEVELS, SOIL PARTICLE SIZE, AND TEXTURAL ELEVATION SOIL IMPORTED TO SITE AND FOUND TO BE UNSUITABLE BY THE ARCHITECT SHALL BE REMOVED FROM THE SITE AND REPLACED WITH AN APPROVED SOIL AT THE CONTRACTOR'S EXPENSE THE CONTRACTOR SHALL PAY EXPENSES FOR SOIL TESTING OF IMPORT MATERIALS PART 3 EXECUTION 301 GENERAL A PLANTING OPERATIONS SHALL NOT COMMENCE UNTIL COMPLETION OF CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL, AND SPRINKLER INSTALLATION B IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL INCLUDING AUTOMATIC CONTROLLER, BEFORE COMMENCING PLANTING OPERATIONS 3 02 AGRICULTURAL SOIL TESTING A THE CONTRACTOR IS RESPONSIBLE FOR CORRECTION OF SOIL PH, NUTRIENT LEVELS, AND CHEMICAL BALANCE UNTIL FINAL ACCEPTANCE BY THE OWNER B SOIL SAMPLES SHALL BE TAKEN FROM THREE LOCATIONS AND SUBMITTED TO A SOIL ANALYSIS LABORATORY INCLUDE WITH THE SAMPLES, A DESCRIPTION OF THE PROPOSED PLANTING, A DESCRIPTION OF WHERE THE SAMPLES WERE TAKEN, AND THE TYPE OF ORGANIC AMENDMENT TO BE USED C THE ANALYSIS REPORT SHALL INCLUDE PH, N-P-K, SAR, ECE, BORON LEVELS, PERCOLATION RA TES, AND SOIL PARTICLE SIZE AND TEXTURAL EVALUATION THE REPORT SHALL INCLUDE RECOMMENDATIONS FOR AMENDMENTS, FERTILIZERS, APPLICATION RATES, AND PROCEDURES FOR CONDITIONING THE SOIL D THE ARCHITECT SHALL REVIEW THE ANALYSIS REPORTS PRIOR TO ORDERING AMENDMENTS E ACCEPTABLE LABORATORIES OFFERING SOIL TESTING SERVICES ARE 1) WALLACE LABORATORIES, 365 CORAL CIRCLE, EL SEGUNDO, CA 90245, 310-615-0116 2) SOIL & PLANT LABORATORIES, PO BOX 6566, ORANGE, CA 92883, 714-282-8777 3 03 PERGOLA TION TESTS A TEST FOR PERCOLATION PRIOR TO SENDING SOIL SAMPLE TO ANALYSIS LABORATORY B AUGER TEN (10) HOLES FOUR (4) FEET DEEP AT LOCATIONS DETERMINED BY THE ARCHITECT FILL HOLES WITH WATER TO ONE HALF THE DEPTH OF EACH HOLE C RECORD DROP IN WATER LEVELATTHIRTY (30) MINUTE INTERVALS FOR MAXIMUM OF SIX HOURS (6) OR UNTIL THE WATER HAS PERGOLA TED D SUBMIT MONITORING RESULTS TO ARCHITECT FOR REVIEW WHEN THE PERCOLATION RATE IS ONE HALF (1/,) INCH PER HOUR OR LESS, THE ARCHITECT WILL REQUEST ALTERNATIVES WITH COST FOR IMPROVING PERCOLATION AND DRAINAGE OF THE PLANTING AREA 3 04 WEED ABATEMENT A IN AREAS DESIGNATED TO RECEIVE AMENDMENTS, IRRIGATE NORMALLY FOR TWO WEEKS TO GERMINATE WEED SEEDS APPLY CONTACT HERBICIDE PER MANUFACTURER'S INSTRUCTIONS B REPEAT THE APPLICATION OF HERBICIDE WHEN WEEDS REMAIN OR NEW WEEDS APPEAR ONE (1) WEEK AFTER INITIAL APPLICATION C CLEAR AND GRUB DEAD WEEDS AND ORGANIC DEBRIS PRIOR TO COMMENCING TOPSOIL PLACEMENT OR SOIL PREPARATION 3 05 TOPSOIL PLACEMENT (IF REQUIRED TO MAKE UP GRADES) A REFER TO THE DRAWINGS FOR AREAS TO RECEIVE, AND THE DEPTH OF TOPSOIL B THE TOPSOIL SHALL BE PLACED IN MAXIMUM 6 INCH LIFTS WITH THE FIRST LIFT PLACED AND TILLED INTO THE TOP 6 INCHES OF THE EXISTING SOIL PRIOR TO PLACING EACH LIFT, THE AREA SHALL BE THOROUGHLY MOISTENED BUT NOT SATURATED EACH SUCCEEDING LIFT SHALL BE PLACED AND COMPACTED TO UNTIL THE FINISHED GRADES INDICATED ON THE DRAWINGS ARE ACHIEVED C THE FINISHED GRADES SHALL BE FREE OF DEPRESSIONS, HUMPS, ROCKS, DEBRIS, AIR POCKETS, AND READY TO RECEIVE SOIL AMENDMENTS 3 06 SOIL PREPARATION A B C D E IN PLANTING AREAS WITH A GRADIENT LESS THAN 2 1, MECHANICALLY RIP OR HAND TILL THE AREA IN TWO DIRECTIONS TO A MINIMUM DEPTH OF 6 INCHES REMOVE ROCK AND HARD CLODS 3 INCHES IN DIAMETER AND LARGER, REMOVE CONSTRUCTION DEBRIS, ROOTS, STUMPS, TRASH AND OTHER DELETERIOUS MATERIALS FROM THE TOP 6 INCHES OF SOIL APPLY SOIL AMENDMENTS, FERTILIZERS, AND CONDITIONERS EVENLY AND AT THE SPECIFIED APPLICATION RATES ROTOTILL TOP 6 INCHES OF SOIL TO A LOOSE AND FRIABLE CONSISTENCY FINE GRADE TO CONTOURS AND SPOT ELEVATIONS SHOWN ON DRAWINGS 3 07 LANDSCAPE FINISH GRADING A B C D FINISH GRADING SHALL ESTABLISH FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE FLOW LINES AND GRADIENTS SHALL BE ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE STRUCTURE OR OUTFALL AREA FINISHED GRADES SHALL BE OF UNIFORM SLOPE AND GRADE BETWEEN POINTS OF FIXED ELEVATIONS OR ELEVATION CONTROLS FLOW LINES SHALL HAVE A MINIMUM 2 PERCENT GRADIENT FROM HIGHPOINT TO INLET OR OUTFALL AREA CONTRACTOR SHALL NOTIFY THE ARCHITECT WHEN GRADES OR FLOW LINES CONFLICT WITH OTHER CONSTRUCTION OR WHEN POSITIVE DRAINAGE IS NOT ACHIEVABLE AND REQUEST A RESOLUTION FAILURE TO REPORT THE CONFLICTS PRIOR TO PLANTING SHALL RESULT IN REMOVING THE PLANT MATERIAL, RE-GRADING TO CORRECTTHE DISCREPANCY AND REPLACEMENT OF THE PLANT MATERIAL AT NO COST TO THE OWNER UNLESS NOTED OTHERWISE, FINISHED GRADES ALONG WALKWAYS AND CURBS SHALL MAINTAIN A CONSTANT RELATIONSHIP BETWEEN THE FINISHED PAVING AND FINISHED GRADE FINISHED GRADE FOR LAWIN AREAS SHALL BE 1 INCH BELOW SIDEWALKS AND CURBS FINISHED GRADES FOR MULCH OR GROUND COVER AREAS SHALL BE 2 INCHES BELOW SIDEWALKS AND CURBS FINISHED GRADES SHALL BE FLOATED TO A UNIFORM SURFACE FREE OF IRREGULAR DIPS, HUMPS, VALLEYS OR RIDGES REFER TO SECTION 02925 FOR ADDITIONAL REQUIREMENTS FOR PREPARING LAWN AREAS THE FINISHED GRADES SHALL MAINTAIN DRAINAGE AWAY FROM BUILDINGS, STRUCTURES, WALLS, PAVING, AND TOWARDS DRAIN INLETS OR OUTFALL AREAS FLOW LINES SHALL BE ESTABLISHED TO DRAIN WATER FROM BEHIND WALLS AND TOWARDS DRAIN STRUCTURES E WHEN NO COMPACTION RATE FOR PLANTING AREAS IS SPECIFIED GEOTECHNICAL REPORT OR WHEN NO REPORT IS AVAILABLE, COMPACT TURF AND GROUNDCOVER AREAS A MINIMUM 85 PERCENT TO A MAXIMUM 90 PERCENT RELATIVE DENSITY OR AS SHOWIN ON DRAWINGS OR SPECIFIED ELSEWHERE END OF SECTION SECTION 02920 HYDROSEEDING AND SEEDING PART 1 GENERAL 1 01 DESCRIPTION A THE GENERAL AND SPECIAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN 1 02 SCOPE OF WORK 1 03 1 04 A FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT TO PROVIDE, INSTALL, AND MAINTAIN ALL PLANTING AS DESCRIBED HEREIN AND UPON THE DRAWINGS B THE CONTRACTOR SHALL ADEQUATELY PROTECT THE WORK, ADJACENT PROPERTY, AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY, AND LOSS DUE TO HIS ACTS OR NEGLECT CONTRACTOR SHALL CONTINUOUSLY PROTECT AND MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DURING THE PROGRESS OF THE WORK, THROUGH THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE OF THE WORK CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OR REPLACEMENTS CAUSED BY ACTS OF VANDALISM, INCLUDING REMOVAL OF GRAFFITI, AND/OR REFINISHING, AS REQUIRED C THE CONTRACTOR SHALL EMPLOY ONLY CERTIFIED LANDSCAPE TECHNICIANS (CLTS) REGISTERED WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR ALL PLANTING INSTALLATION WORK RELATED SECTIONS A SECTION 02810 -IRRIGATION SYSTEM B SECTION 02910 -FINISH GRADING AND SOIL PREPARATION C SECTION 02930 -TREES, SHRUBS AND GROUNDCOVER D SECTION 02625 -LANDSCAPE DRAINAGE SUBMITTALS, TESTS, AND INSPECTIONS A SUBMIT SAMPLES AND/OR DESCRIPTIVE LITERATURE AND SPECIFICATIONS FOR THE FOLLOWING HYDROSEEDING MATERIALS AND SEEDS 2 ANY MATERIALS WHICH DIFFER FROM THAT SPECIFIED, WHEN A BRAND NAME IS CALLED FOR ON THE DRAWINGS OR IN THESE SPECIFICATIONS 3 CONTRACTOR SHALL SUBMIT TO THE ARCHITECT PHOTOCOPIES OF CURRENT CLT REGISTRATION FOR ALL FOREMEN PERFORMING WORK ON THIS PROJECT B ANY SAMPLING, TESTING, OR INSPECTION COSTS OF MATERIAL ARE TO BE BORNE BY THE CONTRACTOR, AND COPIES OF INSPECTION CERTIFICATES, REQUIRED BY LAW, SHALL BE FURNISHED WITHOUT ADDITIONAL CHARGE C SUBMIT, TO THE ARCHITECT, ORIGINAL (NOT PHOTOCOPIED) DELIVERY TICKETS FOR ALL MATERIALS DELIVERED TO THE JOBSITE THIS REQUIREMENT MUST BE SATISFIED PRIOR TO COMMENCEMENT OF THE ESTABLISHMENT PERIOD PART 2 PRODUCTS 2 01 HYDROSEEDING MATERIALS A HYDROSEED SLURRY COMPOSITION SHALL BE NOTED ON THE DRAWINGS B ALL SEED SHALL BE NEW CROP SEED LABELED IN ACCORDANCE WITH US DEPARTMENT OF AGRICULTURE RULES AND SHALL BE FURNISHED IN SEALED, STANDARD CONTAINERS SEED WHICH HAS BECOME WET, MOLDY, OR OTHERWISE DAMAGED, WILL NOT BE ACCEPTABLE C SEED AND/OR STOLON TYPES SHALL BE AS SPECIFIED AND SHALL BE APPLIED AT THE RATES INDICATED ABOVE D MULCH MATERIAL SHALL BE CLEAN, NATURAL WOOD CELLULOSE FIBER NATURAL WOOD CELLULOSE FIBER SHALL BE PROCESSED IN SUCH A MANNER THAT IT WILL CONTAIN NO GROWTH OR GERMINATION INHIBITING FACTORS AND SHALL BE DYED GREEN TO FACILITATE METERING OF MATERIALS IT SHALL BE MANUFACTURED IN SUCH A MANNER THAT AFTER EACH ADDITION AND AGITATION IN SLURRY TANKS WITH FERTILIZER, SEED, WATER, AND OTHER APPROVED ADDITIVES, THE FIBERS IN THE MATERIAL WILL BECOME UNIFORMLY SUSPENDED TO FORM A HOMOGENEOUS SLURRY, AND THAT WHEN HYDRAULICALLY SPRAYED, WILL UNIFORMLY COVER THE GROUND WITH SEED AND MULCH, AND WHICH AFTER APPLICATION, WILL ALLOW THE ABSORPTION OF MOISTURE AND WILL ALLOW RAINFALL TO PERCOLATE TO THE UNDERLYING SOIL MATERIALS WHICH INHIBIT GERMINATION OR GROWTH SHALL NOT BE PRESENT IN THE MIXTURE E STABILIZATION AND WATER RETAINING AGENTS SHALL BE ECOLOGY CONTROLS "M" BINDER, OR APPROVED EQUAL F G H FERTILIZER SHALL BE AN APPROVED STANDARD BRAND CONFORMING WITH PERTINENT STATE FERTILIZER LAWS, UNIFORM IN COMPOSITION, DRY, AND FREE FLOWING FERTILIZER SHALL BE A COMMERCIAL GRADE, UNIFORM IN COMPOSITION, DRY AND FREE FLOWING, OF ANALYSIS AS NOTED ON DRAWINGS, AND PARTICLE SIZE OF NOT LESS THAN 2 PERCENT THROUGH A NUMBER 48 MESH FERTILIZER SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINER, BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS ANY FERTILIZER THAT BECOMES CAKED OR DAMAGED WILL NOT BE ACCEPTABLE 2 02 EROSION CONTROL MATTING A SLOPES STEEPER THAN 2 1 SHALL BE PROTECTED WITH R AT 4 FEET ON CENTER, MAXIMUM EINFORCED STRAW MAT, PROPERLY STAKED AND TIED 2 03 IMPORT SOIL OR TOPSOIL (IF REQUIRED TO MAKE-UP FINISH GRA DES) A B LE, WELL-DRAINING SOIL PROVIDE SOIL FREE FROM IMPORT SOIL SHALL BE CLASS A TOPSOIL NATURAL, FRIAS SUBSOIL, BRUSH, OBJECTIONABLE WEEDS, SEEDS, ROCKS SOIL SHALL BE FREE OF ANY TOXIC SUBSTANCE, ORGANIC , ORGANIC OR INORGANIC DEBRIS, SILT, AND CLAY THE OR INORGANIC, SOIL STERILANTS, SAL TS, AND NO SOIL REMOVED FROM ROAD BED EXCAVATIONS F THE ARCHITECT A SOILS REPORT MADE FROM THE THE REPORT SHALL INCLUDE PH, N-P-K, SAR, MINERALS, THE CONTRACTOR SHALL FURNISH UPON THE REQUEST 0 INTENDED IMPORT BY AN APPROVED AGRICULTURAL LAB MICRO-NUTRIENTS, EGE, BORON LEVELS, SOIL PARTICLES AND FOUND TO BE UNSUITABLE BY THE ARCHITECT SHALL APPROVED SOIL AT THE CONTRACTOR'S EXPENSE THE C IZE, AND TEXTURAL ELEVATION SOIL IMPORTED TO SITE BE REMOVED FROM THE SITE AND REPLACED WITH AN ONTRACTOR SHALL PAY ALL EXPENSES FOR SOIL TESTING OF IMPORT MATERIALS 12120/13 EE FINAL SUBMITTAL 12/10/13 EE PLANCHECK CORRECTIONS 11/12/13 EE PLANCHECK CORRECTIONS 9/17113 EE PLANCHECK CORRECTIONS 2121112 EE PLANCHECK CORRECTIONS DATE l~ITIAI. ENGINEER Of WORK REVISION DESCRIPTION PART 3 EXECUTION 3 01 SCHEDULING A INSPECTION PRIOR TO WORK OF THIS SECTION, CAREFULLY INSPECT PREVIOUSLY INSTALLED WORK VERIFY ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE 2 VERIFY THAT WCRK OF THIS SECTION MAY BE INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, ALL PERTINENT CODES AND REGULATIONS, AND ALL PERTINENT PORTIONS OF THE REFERENCED STANDARDS 3 IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT 4 DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED B SEEDING OPERATIONS SHALL NOT COMMENCE UNTIL COMPLETION OF ALL CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL, AND SPRINKLER INSTALLATION C IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL INCLUDING AUTOMATIC CONTROLLER, BEFORE COMMENCING SEEDING OPERATIONS 3 02 HYDROSEEDING A B C AFTER PREPARATION OF SOIL HAS BE COMPLETED, THE AREAS TO BE SEEDED SHALL BE BROUGHT TO A FINISH GRADE, WITH THE FINISH SURFACE BEING SMOOTH AND EVEN, AND WELL-FIRMED ROLL AREAS TO BE HYDROSEEDED TO ELIMINATE ANY SOFT SPOTS OR DEPRESSIONS FILL ANY AREAS OF SETTLEMENT IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE ENTIRE AREA SMOOTH AND EVEN, TO ENSURE THAT FINISH GRADES AND COMPACTION SHALL COMPLY WITH REQUIREMENTS OF ARTICLE 3 3 THE GROUND SURFACE SHALL BE INSPECTED BY THE ARCHITECT PRIOR TO SEEDING TO DETERMINE SUITABILITY FOR PLANTING THE CONTRACTOR SHALL OBTAIN SUCH APPROVAL BEFORE SEEDING EQUIPMENT AND APPLICATION HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF SLURRY SHALL HAVE A BUILT-IN AGITATION SYSTEM WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND, AND HOMOGENEOUSLY MIX ENOUGH TO PREVENT STOPPAGE AND TO PROVIDE EVEN DISTRIBUTION OF THE SLURRY OVER AND GROUND THE PUMP SHALL BE CAPABLE OF EXERTING AT LEAST 150 PSI AT THE NOZZLE OR SUFFICIENT ADDITIONAL PRESSURE FOR PROPER COVERAGE THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1,500 GALLON AND SHALL BE MOUNTED ON A TRAVELING UNIT WHICH WILL PLACE THE SLURRY TANK AND SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SEEDED SO AS TO PROVIDE UNIFORM DISTRIBUTION WITHOUT WASTE AND SHALL BE THOROUGHLY CLEAN AND FREE OF SEED SPECIES THAT ARE NOT SPECIFIED D WITH THE ENGINE AT HALF THROTTLE, WATER SHALL BE ADDED TO THE TANK WHEN THE WATER LEVEL HAS REACHED THE HEIGHT OF THE AGITATOR SHAFT, GOOD RECIRCULATION SHALL BE ESTABLISHED AND AT THIS TIME THE SEED SHALL BE ADDED FERTILIZER SHALL THEN BE ADDED TO THE MIXTURE FOLLOWED BY WOOD PULP MULCH SHALL ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND WHEN THE TANK IS AT LEAST ONE-THIRD FILLED WITH WATER THE ENGINE THROTTLE SHALL BE OPENED TO FULL SPEED WHEN THE TANK IS HALF-FILLED WITH WATER All THE WOOD PULP MULCH SHALL BE ADDED BY THE TIME THE TANK IS TWO-THIRDS TO THREE-FOURTHS FULL SPRAYING SHALL COMMENCE WHEN THE TANK IS FULL E APPLICATION THE OPERATOR SHALL SPRAY THE AREAS TO BE HYDROSEEDED WITH A UNIFORM, VISIBLE COAT USING THE GREEN COLOR OF THE WOOD PULP AS A GUIDE THE SLURRY SHALL BE APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM SO AS TO FALL LIKE RAIN, ALLOWING THE WOOD FIBERS TO BUILD ON EACH OTHER UNTILA GOOD COAT IS ACHIEVED AND THE MATERIAL IS SPREAD AT THE REQUIRED RATE PER ACRE F TIME LIMIT ALL SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED TO THE SLOPES WITHIN FOUR HOURS AFTER MIXING WILL BE REJECTED AND REMOVED FROM THE PROJECT AT THE CONTRACTOR'S EXPENSE G WATERING SHALL BE AS FOLLOWS PRIOR TO HYDROSEEDING, THE AREAS SHALL BE IRRIGATED IN ORDER TO PROVIDE A MOIST SEED BED FOR THE HYDROSEED APPLICATION SOIL SHALL BE AT OPTIMUM MOISTURE LEVELS TO A MINIMUM DEPTH OF 4 INCHES BELOW FINISH GRADE TEST WITH SOIL PROBE TO CONFIRM WATER PENETRATION HYDROSEEDING SHALL NOT TAKE PLACE UNTIL THIS REQUIREMENT IS MET 2 HYDROSEEDED AREAS SHALL RECEIVE SEVERAL CONSECUTIVE WATERINGS THE DAY OF THE HYDROSEEDING TO THOROUGHLY MOISTEN THE SOIL IN THE ROOT ZONE 3 AFTER INITIAL IRRIGATION, WATER SHALL BE APPLIED AS OFTEN AND IN SUFFICIENT AMOUNTS AS CONDITIONS MAY REQUIRE, TO KEEP THE SOIL AT OPTIMUM MOISTURE LEVELS ABOVE, AROUND, AND BELOW THE DEVELOPING ROOT SYSTEMS OF THE PLANTS (UNTIL GERMINATION IS COMPLETE) H RESEEDING ALL BARE SPOTS SHALL BE RESEEDED BY THE CONTRACTOR PER SPECIFICATIONS WITHIN THIRTY (30) DAYS OF INSTALLATION RESEEDED AREAS THAT DO NOT SHOW PROMPT GERMINATION SHALL BE AGAIN RESEEDED AT TEN DAY INTERVALS 3 03 PROTECTION A THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS INCLUDED IN THE CONTRACT, INCLUDING PLANT MATERIAL, SUPPORTS, ETC UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER OR HIS REPRESENTATIVE 3 04 CLEAN-UP A AFTER ALL PLANTING OPERATIONS ARE COMPLETED, CONTRACTOR SHALL REMOVE ALL TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, OR OTHER ACCUMULATED DEBRIS FROM THE SITE AT NO EXTRA COST TO OWNER CONTRACTOR SHALL REPAIR ALL SCARS, RUTS, OR MARS IN AREA CAUSED BY WORK OPERATIONS AREAS SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION APPROVED FOR ~osc~e !RR/GA T!ON ANO PLAN TING -.,<:J ';,.o LEN~lti '1,pc> ONLY, INCLUDING PRECISE p q, J.an '1,, ~ LOCATION OF PLAN TING ti fll!F9. ~ ..J ., -i AREA. ,,,. _,2 "" v';-~N DATE ."/4 ~ "AS BUil T" '1J-. ek,.,_11·' R-~ e or cAL'~o NOWELL & ASSOCIATES LANDSCAPE ARCHITECTURE RCE EXP DATE 2605 STATE STREET, SAN DIEGO CA 92103 REVIEWED BY TEL 619 325 1990 FAX 619 3251997 INSPECTOR DATE UBJ CITY OF CARLSBAD ~ 8 PLANNING DIVISION 0 PLANTING f:lPEDIFIOATIONf:3 FOR TABATA RANCH APPROVED l"Z'-d:. 4-~\-dt 1-1-t-1--f PLANNING DATE D~ BY: I PROJECT NO I DRAWING NO DATE INITIAL DATE INITIAL CHKO BY: CT 06-15 471-9L OTHER APPROVAL Cl TY APPROVAL RVWO BY: 3 05 INSPECTIONS (PLANTING PHASE) A CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE AND SET APPOINTMENT FOR ALL REVIEWS BY THE ARCHITECT B REVIEW BY ARCHITECT SHALL BE SCHEDULED FOR THE FOLLOWING OPERATIONS C D REVIEW OF FINISH GRADING 2 START OF ESTABLISHMENT PERIOD/ACCEPTANCE OF INSTALLATION 3 FINAL ACCEPTANCE AT END OF ESTABLISHMENT PERIOD REVIEWS SHALL BE CALLED FOR AT THE END OF ALL PLANTING OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, INTENT, WORKMANSHIP, ANO CLEAN-UP CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF REVIEW DATA, ANY CORRECTIONS REQUIRED TO WORK, AND LIMITS OF REVIEWED AREA BEFORE BEGINNING THE DESCRIBED ESTABLISHMENT WORK IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF WORK, AND SAID WORK IS SUBSTANTIALLY INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARCHITECT'S HOURLY CHARGES AND PER DIEM COSTS END OF SECTION SECTION 02930 TREES, SHRUBS, AND GROUNDCOVER PART 1 GENERAL 1 01 1 02 RELATED DOCUMENTS A THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN SCOPE OF WORK A FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PROVIDE, AND INSTALL AND MAINTAIN TREES, SHRUBS AND GROUNDCOVERS AS DESCRIBED HEREIN AND UPON THE DRAWINGS 1 03 RELATED SECTIONS A SECTION 02625 -LANDSCAPE DRAINAGE SYSTEM B SECTION 02810-IRRIGATION SYSTEMS C SECTION 02910 LANDSCAPE FINISH GRADING AND SOIL AMENDMENT D SECTION 02931 -TREE ROOT BARRIERS 1 04 REFERENCE AND STANDARDS A AMERICAN STANDARD FOR NURSERY STOCK-ANSI 260 1 -2004 B SUNSET WESTERN GARDEN BOOK-LATEST EDITION 1 05 SUBMITT ALS A B C D E SUBMITTALS SHALL CONFORM TO PROVISIONS OF SECTION 01330 SUBMITTAL PACKAGE SHALL INCLUDE ALL PRODUCTS AND MATERIALS RELATED TO THE WORK OF THIS SECTION PARTIAL OR INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED AND WILL BE RETURNED WITHOUT A REVIEW SUBMIT DESCRIPTIVE LITERATURE AND SPECIFICATIONS FOR THE FOLLOWING 2 3 4 5 PLANT MATERIAL LIST OF TREES, SHRUBS, AND GROUNDCOVERS TO BE FURNISHED, INCLUDE NAME OF SUPPLIER OR NURSERY SOURCE WEED ABATEMENT HERBICIDES, PRODUCT LITERATURE AND SPECIFICATIONS STAKING, TYING, GUYING, AND EROSION CONTROL PRODUCTS FERTILIZERS, CONDITIONERS, AND BACKFILL PRODUCTS ORGANIC AND INORGANIC MULCH CONTRACTOR SHALL SUBMIT TO THE ARCHITECT WITHIN 30 DAYS FROM NOTICE TO PROCEED PHOTOCOPIES OF CURRENT CLT REGISTRATION FOR FOREMEN PERFORMING WORK ON THIS PROJECT SUBMIT PHOTOGRAPHS FOR EACH SPECIE OF TREE AND FOR SHRUBS 15 GALLON OR LARGER PHOTOGRAPHS SHALL BE OF AN INDIVIDUAL PLANT WITH THE SIZE, SHAPE AND STRUCTURE CLEARLY DEFINED THE PLANT MATERIAL IN THE PHOTO SHALL BE A REPRESENTATIVE EXAMPLE OF THE ENTIRE QUANTITY BEING SUPPLIED PLANT MATERIAL 15 GALLON AND LARGER SHALL BE APPROVED VIA CLEAR PHOTOGRAPHS THAT LIST THE SPECIES TYPE, HEIGHT, WIDTH AND CALIPER (IF APPLICABLE) 1 06 SUBSTITUTIONS A B FOLLOW PROCEDURES AS OUTLINE UNDER SECTION 01770 SUBSTITUTIONS PRODUCTS WHEN A BRAND NAME IS CALLED FOR ON THE DRAWINGS OR IN THESE SPECIFICATIONS, SUBMIT A LETTER DESCRIBING THE PURPOSE FOR THE SUBSTITUTION AND INCLUDE THE PRODUCT LITERATURE AND SPECIFICATIONS OF THE SUBSTITUTION C PLANT MATERIAL WHEN A PLANT SPECIE IS SHOWN TO BE UNAVAILABLE IN THE SIZE OR QUANTITY SPECIFIED, A SUBSTITUTION WILL BE CONSIDERED PROVIDED THE SUBSTITUTE MATERIALS ARE REVIEWED AND ACCEPTED THROUGH THE SUBMITTAL PROCESS EXCEPT FOR THE VARIATIONS SO AUTHORIZED, SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS IF THE ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT 1 07 QUALIFICATIONS AND EXPERIENCE A THE CONTRACTOR SHALL EMPLOY ONLY CERTIFIED LANDSCAPE TECHNICIANS (CLT) REGISTERED WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR PLANTING INSTALLATION WORK B SAMPLING, TESTING, OR INSPECTION COSTS OF MATERIAL REQUIRED BY LOCAL OR STATE AGENCIES ARE TO BE BORNE BY THE CONTRACTOR, AND COPIES OF INSPECTION CERTIFICATES SHALL BE FURNISHED WITHOUT ADDITIONAL CHARGE 1 08 RESPONSIBILITY A THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE WORK AND THE PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY THE WORK SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE CONTRACT PERIOD, INCLUDING DURING SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF THE WORK CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED IMPROVEMENTS INCLUDING DAMAGES FROM ACTS OF VANDALISM, THEFT, AND GRAFFITI REMOVAL REPAIRS OR REPLACEMENTS SHALL BE AT LEAST EQUAL TO ORIGINAL CONDITION OF THE EXISTING IMPROVEMENT AND SHALL MATCH IN FINISH AND DIMENSION B C D PRIOR TO WORK OF THIS SECTION, VERIFY THAT PREVIOUSLY INSTALLED WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, PERTINENT CODES, REGULATIONS, AND PORTIONS OF THE REFERENCED STANDARDS IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED PART 2 PRODUCTS 2 01 PLANT MATERIAL A NOMENCLATURE PLANT SPECIES' NAMES SHALL BE PER 2001 EDITION OF SUNSET WESTERN GARDEN BOOK BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES B PLANT MATERIAL SIZE AND QUALITY SHALL CONFORM TO STANDARDS ESTABLISHED BY AMERICAN STANDARD FOR NURSERY STOCK, ANSI 260 1-2004, MAY 12, 2004 EDITION C D E F G H CONDITIONS PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEAL THY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS OR THEIR EGGS, EXCESSIVE ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS, AND SHALL HAVE HEALTHY, NORMAL ROOT SYSTEMS, WELL-FILLING THEIR CONTAINERS, BUT NOT TO THE POINT OF BEING ROOT BOUND TREE TRUNKS SHALL BE STURDY AND WELL HARDENED-OFF PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT AS AUTHORIZED BY THE ARCHITECT GROUND COVER PLANTS SHALL HAVE BEEN GROWN IN FLATS AND SHALL REMAIN IN THOSE FLATS UNTIL TIME FOR TRANSPLANTING AT TIME OF TRANSPLANTING, THE FLAT SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT THE SOIL DOES NOT FALL APART WHEN LIFTING PLANTS FROM FLAT EACH PLANT SHALL BE PLANTED v.1TH ITS PROPORTIONATE AMOUNT OF THE FLAT SOIL IN A MANNER THAT WILL ENSURE A MINIMUM OF DISTURBANCE TO THE ROOT SYSTEM PLANTS SHALL BE FULLY DEVELOPED AND SHALL BE FILLING THE FLAT IN NO CASE SHALL TREES OR SHRUBS BE TOPPED OR PRUNED WITHIN 6 MONTHS PRIOR TO DELIVERY PLANTS SHALL BE GROWN BY NURSERIES THAT HAVE BEEN INSPECTED BY THE STATE DEPARTMENT OF AGRICULTURE AND HAVE COMPLIED WITH ITS REGULATIONS IDENTIFICATION PLANTS SHALL BE OF THE VARIETY AND SIZE SHOWN ON THE DRAWINGS, AND SHALL CONFORM TO THE REQUIREMENTS HEREIN ONE OF EACH BUNDLE OR LOT SHALL BE TAGGED WITH PLANT NAME IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN CONTAINER PLANT INSPECTION AND REJECTION ROOT CONDITION OF CONTAINER PLANTS WILL BE DETERMINED BY THE ARCHITECT THROUGH THE REMOVAL OF PLANT FROM THE CONTAINER OF AT LEAST T'WO PLANTS BUT NOT MORE THAN 2 PERCENT OF THE TOTAL NUMBER EACH SPECIES FROM EACH SOURCE ARCHITECT WILL INSPECT TREES AND SHRUBS UPON DELIVERY TREES AND SHRUBS WILL BE REJECTED FOR THE FOLLOWING CHARACTERISTICS 2 3 4 5 6 7 ENLARGED CANKERS OR GALLS AT THE BASE OF THE TRUNK, JUST ABOVE THE SOIL LEVEL CROOKED TRUNKS SCARS OR TRUNK DAMAGE, BROKEN BRANCHES, ETC ASYMMETRICAL BRANCHING ROOTBOUND CONDITION TREES THAT HAVE BEEN RECENTLY PRUNED TREES NOT MATCHING IN SIZE AND SHAPE OF THE REPRESENTATIVE PHOTOGRAPH SAMPLE QUANTITIES QUANTITIES OF PLANT MATERIAL SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK AS INDICATED ON THE DRAWINGS, INCLUDING RESEEDING, REPLANTING, AND MAINTENANCE (REPLACEMENTS) DURING THE CONTRACT PERIOD J SIZES AND CALIPER MINIMUM HEIGHT (ABOVE SOIL LEVEL), WIDTH (AVERAGE DIAMETER OF DRIPLINE), AND CALIPER (TREES ONLY, MEASURED AT 30 INCHES ABOVE THE SOIL LEVEL) OF PLANT MATERIALS SHALL BE AS SHOWN IN EXPANDED PLANT MATERIALS LEGEND ON PLANTING DETAIL SHEET 2 02 EROSION CONTROL MATTING A SLOPES STEEPER THAN 21 SHALL BE PROTECTED WITH REINFORCED STRAW MAT, PROPERLY STAKED AND TIED AT 4 FEET ON CENTER, MAXIMUM 2 03 TREE STAKES AND STABILIZERS A TREE STAKES FOR 5 AND 15 GALLON ANO 24 INCH BOX TREES SHALL BE A MINIMUM 2 INCHES IN DIAMETER BY 10 FEET LONG NEW LODGEPOLE PINE, TREATED B C D TREE STAKES FOR 30, 36, ANO 48 INCH BOX ANO LARGER TREES SHALL BE 3 INCHES IN DIAMETER BY 10 FEET LONG NEW LODGEPOLE PINE, TREATED TREE STAKE STABILIZERS SHALL BE #TSS-1 AS MANUFACTURED BY MISSION MANUFACTURING, SAN DIEGO, CA (619) 890-4885 TREE STAKES FOR TREE WELLS SHALL BE 2 INCHES IN DIAMETER BY 10 FOOT LONG GALVANIZED STEEL PIPE WITH THREADED GALVANIZED CAP ON TOP END 2 04 TREE AND VINE TIES A B C TREE TIES SHALL BE 'ARBOR-TIE" AS MANUFACTURED BY VI T PRODUCTS, ESCONDIDO, CA (619) 480-6702, OR APPROVED EQUAL 1112 INCH GALVANIZED DECK SCREWS TO SECURE TIES ESPALIER TO WOOD SURFACE GALVANIZED 1 INCH STAPLE AND 112 INCH WIDE 'TYE-ALL' TIE D ESPALIER TO CONCRETE OR STUCCO SURFACE 718 INCH DIAMETER ALUMINUM FLAT WASHER OR CLEAR PLASTIC 'BUTTON' WITH WIRE HOOK SECURED TO SURFACE WITH GE CLEAR SILICONE RUBBER AND 112 INCH WIDE 'TYE-ALL' TIE 2 05 BACKFILL AMENDMENTS A REFER TO SECTION 02910 FOR SPECIFICATION OF SOIL AMENDMENT AND CONDITIONS 2 06 IMPORT SOIL OR TOPSOIL A REFER TO SECTION 02910 FOR SPECIFICATION 2 07 PLANT PIT BACKFILL MATERIAL A BACKFILL MATERIAL FOR PLANT PITS SHALL BE A MIXTURE AS NOTED BELOW OR AS INDICATED ON DRAWINGS THE MATERIALS SHALL BE THOROUGHLY BATCH-MIXED PRIOR TO PLACEMENT SO THAT THEY ARE EVENLY DISTRIBUTED AND l\1THOUT CLODS OR LUMPS BACKFILL SHALL BE SO PLACED IN THE PITS THAT THE PLANT WILL BE AT ITS NATURAL GROWING HEIGHT AFTER SETTLEMENT 90 PERCENT BY VOLUME 10 PERCENT BY VOLUME 10 POUNDS EXCAVATED SOIL, FREE FROM ROCKS, ETC ORGANIC SOIL AMENDMENT AGRICULTURAL GYPSUM PER CU YD OF MIX 2 08 ORGANIC MULCH MATERIAL A WOOD CHIP MULCH SHALL CONSIST OF 100 PERCENT RECYCLED ABOVE GROUND TREE PRODUCTS FREE OF DEMOLITION WOOD WASTE, GRASS, WEED SEED, YUCCA, PALM, BAMBOO, SUCCULENTS OR OTHER CONTAMINANTS MULCH SHALL BE NITROGEN STABILIZED AND SHALL CONTAIN NO TRASH, HAZARDOUS WASTE, OR TOXIC MATERIALS B MULCH SHALL BE GROUND AND SCREENED TO 2 INCH MINUS PARTICLE SIZE C BARK CHIP MULCH SHALL CONSIST OF GROUND FIR BARK SCREENED T01 INCH MINUS PARTICLE SIZE 2 09 PRE-EMERGENT HERBICIDE A PRE-EMERGENT HERBICIDES SHALL BE WETTABLE POWDER OR GRANULAR TYPE B SELECT PRE-EMERGENT HERBICIDE APPROPRIATE TO SITE AREA, SOIL TYPE, INDIGENOUS WEEDS TO BE CONTROLLED, AND TYPE OF GROUND COVER TO BE PLANTED C FOLLOW MANUFACTURER'S PRECAUTIONS ANO LABEL INSTRUCTIONS COMPLY WITH LOCAL JURISDICTIONAL RESTRICTIONS AND ORDINANCES 210 FERTILIZER TABLETS A TABLETS SHALL BE 'AGRIFORM' AS MANUFACTURED BY SIERRA INDUSTRIES B AGRIFORM 21 GRAM TABLETS 2 11 MYCORRHIZAL INOCULUM A SHALL BE ENDO-NET AMI GRANULAR AS MANUFACTURED BY TRI-C ENTERPRISES, CHINO, CA, 1-800-927-3311 PART 3 EXECUTION 3 01 GENERAL A B PLANTING OPERATIONS SHALL NOT COMMENCE UNTIL COMPLETION OF CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL, AND SPRINKLER INSTALLATION IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL INCLUDING AUTOMATIC CONTROLLER, BEFORE COMMENCING PLANTING OPERATIONS 3 02 SPACING OF PLANT MATERIAL A WHEN PLANT MATERIALS ARE SHOWN IN ROWS, THE TOTAL LENGTH OF THE AREA SHALL BE VERIFIED AND THE PLANTS EQUALLY SPACED WITHIN THE AREA WHEN PLANT MATERIALS ARE SHOWN IN A RANDOM PATTERN, THE MATERIAL SHALL BE EQUALLY SPACED AND PLACED TO FILL THE AREA GROUND COVER MATERIAL SHALL BE TRIANGULAR OR SQUARE SPACING AS INDICATED ON THE DRAWINGS WHEN SPACING IS NOT SHOWN, USE TRIANGULAR SPACING B TREES AND SPECIMEN SHRUBS SHALL BE LOCATED WITH A WOOD STAKE OR FLAG THE LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY THE ARCHITECT PRIOR TO PLANTING C THE WORK SHOWN ON THE DRAWINGS IS SCHEMATIC WITH TREES, SHRUBS AND GROUNDCOVERS SHOWN IN THEIR APPROXIMATE LOCATIONS CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN DIRECT PERMANENT IMPROVEMENTS, OR PEDESTRIAN AND VEHICULAR SAFETY CONSIDERATIONS CONTRACTOR SHALL NOT INSTALL PLANT MATERIALS IN LOCATIONS WHERE THE ULTIMATE GROWTH OF THE PLANT MATERIALS WILL DAMAGE OR AFFECT STRUCTURES OR IMPEDE PEDESTRIAN OR VEHICULAR CIRCULATION DO NOT LOCATE TREES OR TALLER SHRUBS IN LOCATIONS WHERE THEY WILL BLOCK IRRIGATION HEADS AND PREVENT ADEQUATE COVERAGE WHERE CALLED FOR, OBTAIN APPROVAL OF THE LANDSCAPE ARCHITECT FOR PLACEMENT OF TREES, SHRUBS, AND OTHER ITEMS OF WORK D LOCATE TREES AND TALLER SHRUBS 10 FEET MINIMUM AWAY FROM ROTOR IRRIGATION HEADS, 5 FEET MINIMUM FROM SPRAY HEADS 3 03 PLANT PITS AND PLANTING A NO TREE WILL BE PLANTED UNTIL THE PERCOLATION TEST HAS BEEN CONDUCTED AND ALTERNATIVE DRAINAGE SOLUTIONS HAVE BEEN IMPLEMENTED IF NECESSARY SEE SECTION 02910 B PLANT PITS SHALL BE DUG WITH LEVEL BOTTOMS TO WIDTHS AND DEPTHS AS SHOWN ON THE DRAWINGS PITS FOR TREES SHALL BE DUG SQUARE FILL PITS WITH WATER AND ALLOW TO DRAIN ALL TREE PITS MUST MEET THE DRAINAGE REQUIREMENT SET FORTH IN SECTION 02910, PART 3 03, WHETHER THE AREA OF THE TREE PLANTING WAS TESTED FOR PERCOLATION OR NOT NOTIFY THE ARCHITECT OF ANY TREE PIT THAT DOES NOT MEET THE PERGOLA TION TEST STANDARD C PLANT HOLES DUG BY AUGER METHOD WILL BE ACCEPTABLE, BUT SHALL HAVE SIDE WALLS ROUGHENED OR SQUARED WITH A SHOVEL SLICK PIT WALLS CAUSED BY AUGURING IN TOO WET SOIL WILL NOT BE ACCEPTED FOR PLANTING D E F HANDLING NO CANNED PLANT MATERIAL SHALL BE PLANTED IF THE BALL IS BROKEN OR CRACKED EITHER BEFORE OR DURING THE PROCESS OF PLANTING SETTING PLANTS SHALL BE SET WITH TOP OF ROOT BALL 1 INCH ABOVE FINISH GRADE EACH PLANT SHALL BE PLACED IN CENTER OF PLANT PIT PIT BACKFILLING BUILD MOUND OF COMPACTED BACKFILL WIDE ENOUGH IN BOTTOM OF HOLE TO SUPPORT ROOT BALL 2 BACKFILL PIT WITH BACKFILL MIX HALF-WAY TO FINISH GRADE AND WATER THOROUGHLY 3 PLACE 21 GRAM PLANT TABLETS IN PLANT PITS, ADHERING TO THE FOLLOWING SCHEDULE 1 GALLON 5 GALLON 15 GALLON 24 INCH BOX 2 3 4 4 BACKFILL TO FINISH GRADE BACKFILL MIX SHALL BE TAMPED LIGHTLY, AND A SHALLOW BASIN FORMED AT PERIMETER OF ROOT BALL TO HOLD ENOUGH WATER TO SATURATE THE ROOT BALL AND BACKFILL MIX G 5 6 WATER IMMEDIATELY TO SATURATE ENTIRE ROOT BALL AND BACKFILL APPLY GRANULAR MYCORRHIZAL INOCULUM PER MANUFACTURERS INSTRUCTION, AT THE FOLLOWING SCHEDULE 1 GALLON 5 GALLON 15 GALLON 24 INCH BOX 1TSP 1 TBSP 3 TBSP 1/, CUP BOUGAINVILLEA PLANTING DO NOT REMOVE BOUGAINVILLEAS FROM CONTAINERS PLACE IN HOLE AND CUT CONTAINER ON FOUR SIOES BE CAREFUL NOT TO CUT ROOTS, OR DISTURB INTEGRITY OF ROOT BALL CUT AWAY SIDES OF CONTAINER AND BACKFILL WITH PLANTING BACKFILL MIX H INSTALL TREE ROOT BARRIERS, IF CALLED FOR ON THE PLANS, PER DETAILS AND SECTION 02931 3 04 TREE STAKING A B STAKE TREES AS SHOWN IN DETAILS USE TREE STAKE STABILIZERS FOR ALL 5 AND 15 GALLON AND 24 INCH BOX TREES INSTALL STABILIZERS PER DETAILS C ONE GALLON TREES SHALL BE PLANTED WITH NURSERY STAKES REMOVED 3 05 FLA TIED GROUND COVER A ROOTED CUTTINGS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ROOTS AND SPACED AS SPECIFIED IN GROUND COVER LIST ON LANDSCAPE PLAN B ROOTED CUTTINGS SHALL NOT BE ALLOWED TO DRY OUT BEFORE OR WHILE BEING PLANTED WILTED PLANTS SHALL NOT BE ACCEPTED C AT TIME OF PLANTING GROUND COVER PLANTS, THE EARTH AROUND EACH PLANT SHALL BE FIRMED SUFFICIENTLY TO FORCE OUT AIR POCKETS D EACH GROUND COVER PLANT SHALL BE PLANTED WITH A MINIMUM OF ONE (1) 5 GRAM 20-15-5 PLANT TABLET ADJACENT TO ROOT ZONE 3 06 APPLICATION OF PRE-EMERGENT HERBICIDE ED GROUNDCOVER AREAS ONLY DO NOT APPLY TO A APPLY PRE-EMERGENT HERBICIDE TO SHRUB AND PLANT HYDROSEEDED AREAS STRICTLY ADHERE TO MANUFACT URER'S SPECIFICATIONS FOR APPLICATION RATES AND METHODS NS HAVE BEEN COMPLETED SO AS TO MINIMIZE B APPLY PRE-EMERGENT ONLY AFTER PLANTING OPERA TIO DISTURBANCE OF THE CHEMICAL 'BARRIER' REAPPLY WH OR REPAIR OPERATIONS AFTER INITIAL APPLICATION ERE NECESSARY TO AREAS DISTURBED BY PLANTING , 'WATERING-IN', ETC, PER MANUFACTURER'S SSIVE IRRIGATION RUN-OFF THAT WOULD MOVE OR C PAY CAREFUL ATTENTION TO ACTIVATION REQUIREMENTS SPECIFICATIONS AND LABEL INSTRUCTIONS AVOID EXCE WASH AWAY THE PRE-EMERGENT 'BARRIER' -USE REPE AT WATERING CYCLES AND SPLIT WATERING TIMES 1 '2/20/13 EE FINAL SUBMITTAL 12/10/13 EE PLANCHECK CORRECTIONS 11112/13 EE PLANCHECK CORRECTIONS 9/17/13 EE PLANCHECK CORRECTIONS 2121112 EE PLANCHECK CORRECTIONS DATE ll;ITIAI. El;Gll;EER Of WORK REVISION DESCRIPTION 3 07 MULCHING A AFTER, PLANTING OPERATIONS ARE COMPLETE AND SHRUBS AREAS HAVE BEEN RAKED AND DRESSED, MULCH SHRUBS AND GROUND COVER AREAS WITH A 2 INCH LAYER OF ORGANIC MULCH MATERIAL B MULCH LAYER SHOULD TAPER TO ZERO AT PLANT STEM OR TREE TRUNK DO NOT PLACE MULCH MATERIALS UP AGAINST PLANT CROWN OR TRUNK C MULCH FLATTED GROUND COVER AREAS PRIOR TO PLANTING GROUND COVER, IF CALLED FOR ON THE DRAWINGS 3 08 PROTECTION A THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT AREAS INCLUDED IN THE CONTRACT, INCLUDING PLANT MATERIAL, SUPPORTS, ETC UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER OR HIS REPRESENTATIVE 3 09 CLEAN-UP A AFTER PLANTING OPERATIONS ARE COMPLETED, CONTRACTOR SHALL REMOVE TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, OR OTHER ACCUMULATED DEBRIS FROM THE SITE AT NO EXTRA COST TO OWNER CONTRACTOR SHALL REPAIR SCARS, RUTS, OR MARS IN AREA CAUSED BY WORK OPERATIONS AREAS SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION 310 OBSERVATIONS 3 11 A CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE AND SET APPOINTMENT FOR REVIEWS BY THE ARCHITECT B REVIEW BY ARCHITECT SHALL BE SCHEDULED FOR THE FOLLOWING OPERATIONS C D 2 3 REVIEW OF PLANT MATERIAL AFTER DELIVERY TO THE SITE TREE AND SHRUBS PLACEMENT PRIOR TO DIGGING HOLES REVIEW OF GROUND COVER LINES AND HEAOERBOARD PRIOR TO PLANTING 4 START OF ESTABLISHMENT PERIOD/ACCEPTANCE OF INSTALLATION REVIEWS SHALL BE CALLED FOR AT THE END OF PLANTING OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, INTENT, WORKMANSHIP, AND CLEAN-UP CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF REVIEW DATA, ANY CORRECTIONS REQUIRED TO WORK, AND LIMITS OF REVIEWED AREA BEFORE BEGINNING THE DESCRIBED ESTABLISHMENT WORK IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF WORK, AND SAID WORK IS SUBSTANTIALLY INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARCHITECT'S HOURLY CHARGES AND PER DIEM COSTS GUARANTEE A SHRUBS AND GROUND COVERS SHALL BE GUARANTEED AS TO GROWTH AND HEALTH FOR A PERIOD OF 90 DAYS AFTER FINAL ACCEPTANCE BY THE OWNER OR HIS REPRESENTATIVE, 15 GALLON AND BOX SIZED TREES SHALL BE GUARANTEED FORA PERIOD OF 1 YEAR AFTER DATE OF SUBSTANTIAL COMPLETION B PLANTS WHICH DIE OR LOSE MORE THAN 30 PERCENT OF THEIR ORIGINAL LEAVES SHALL BE REPLACED UNDER THIS SECTION C THE CONTRACTOR, WITHIN 14 DAYS OF WRITTEN NOTIFICATION BY THE OWNER, SHALL REMOVE AND REPLACE GUARANTEED PLANT MATERIALS WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE PLANTS MATERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT END OF SECTION SECTION 02931 TREE ROOT BARRIERS PART1GENERAL 1 01 RELATED DOCUMENTS A THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN 1 02 SCOPE OF WORK A FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PROVIDE, AND INSTALL ROOT BARRIERS AS DESCRIBED HEREIN AND UPON THE DRAWINGS 1 03 RELATED SECTIONS A B SECTION 02810 -IRRIGATION SYSTEMS SECTION 02930 -TREES, SHRUBS, AND GROUNDCOVER 1 04 REFERENCES A THE EDITIONS OF THE SPECIFICATIONS AND STANDARDS REFERENCED HEREIN, PUBLISHED BY THE FOLLOWING ORGANIZATIONS, APPLY TO THE WORK ONLY TO THE EXTENT SPECIFIED BY THE REFERENCE AMERICAN SOCIETY FOR TESTING ANO MATERIALS (ASTM) APPROVED FOR ~osc~, !RR/GA T!ON AND PLANTING ,._<;;; ~O LEN~"t.; -,_,,('I ONLY, INCLUDING PRECISE <,; q, ,i. ~ j 4470 ~ LOCATION OF PLAN TING ~Qt~/; AREA. u1,,,,~ .. ,. •¼~T. "AS BUil T" -1 l"(' q ,_,, ' o""' or CAL\~ NOWELL & ASSOCIATES LANDSCAPE ARCHITECTURE RCE EXP DATE 2605 STATE STREET SAN DIEGO, CA 92103 REVIEWED BY TEL 6193251990 FAX 6193251997 INSPECTOR DATE ~ CITY OF CARLSBAD ~ 9 PLANNING DIVISION 0 PLAN'I'!Nd i;lPECIF!OATIONS FOR TABATA RANCH APPROVED rr:J l e:i-, ~\.cir /. ,-1--~-f PLANNING DATE DVI'"! BY: PROJECT NO. DRAWING NO DATE ll;ITIAL DATE ll;ITIAL CHKD BY: CT 06~15 471-9L OTHEq APPROVAL CITY APPROVAL RVWO BY: 1 05 SUBMITTALS A SUBMIT ITEMS SPECIFIED FOLLOWING PROCEDURES PRESCRIBED UNDER SECTION 01330 SUBMITTAL$ PARTIAL OR INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE AND WILL BE RETURNED WITHOUT A REVIEW B SUBMIT DESCRIPTION LITERATURE AND SPECIFICATIONS FOR THE FOLLOWING TREE ROOT BARRIER C SUBMIT COPIES OF CERTIFIED LANDSCAPE TECHNICIAN (CLT) REGISTRATION FOR FOREMEN PERFORMING WORK ON THE PROJECT D SUBMIT A MINIMUM OF FIVE (5) PROJECTS WITH ROOT BARRIER INSTALLED BY THE CONTRACTOR 1 06 QUALIFICATIONS AND EXPERIENCE A THE CONTRACTOR SHALL EMPLOY ONLY CERTIFIED LANDSCAPE TECHNICIANS (CLT) WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR ROOT BARRIER INSTALLATION WORK B THE CONTRACTOR SHALL SHOW PROOF THAT PERSONNEL HAVE AT LEAST FIVE (5) YEARS EXPERIENCE WITH INSTALLATION OF ROOT BARRIERS 1 07 RESPONSIBILITY A THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE WORK AND FOR THE PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY THE WORK SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE CONTRACT PERIOD, INCLUDING DURING SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF THE WORK CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED IMPROVEMENTS INCLUDING DAMAGES FROM ACTS OF VANDALISM, THEFT, AND GRAFFITI REMOVAL REPAIRS OR REPLACEMENTS SHALL BE AT LEAST EQUAL TO ORIGINAL CONDITION OF THE EXISTING IMPROVEMENT AND SHALL MATCH IN FINISH AND DIMENSION B PRIOR TO WORK OF THIS SECTION, VERIFY THAT PREVIOUSLY INSTALLED WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERl Y COMMENCE VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, PERTINENT CODES, REGULATIONS AND PORTIONS OF THE REFERENCED STANDARDS C IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT D DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED PART 2 PRODUCTS 2 01 PLASTIC TREE ROOT BARRIERS A THE CONTRACTOR SHALL FURNISH AND INSTALL TREE ROOT BARRIERS AS SPECIFIED THE TREE ROOT BARRIERS SHAll BE PRODUCT#UB 24-2 AS MANUFACTURED BY DEEP ROOT PARTNERS, LP, 345 lORTON AVENUE #103, BURLINGAME, CA 94010, (800) 458-7668, OR ACCEPTABLE EQUAL B THE BARRIERS SHALL BE BLACK, INJECTION MOLDED PANELS, OF O 085" WALL THICKNESS IN MODULES 24 INCHES LONG BY 24 INCHES DEEP, MANUFACTURED WITH A MINIMUM 50% POST-CONSUMER RECYCLED POLYPROPYLENE PLASTIC WITH ADDED ULTRAVIOLET INHIBITORS, RECYCLABLE C EACH PANEL SHALL HAVE NOT LESS THAN FOUR (4) MOLDED INTEGRAL VERTICAL ROOT DEFLECTING RIBS OF A MINIMUM O 085' THICKNESS PROTRUDING 112 INCH AT 90" FROM INTERIOR OF THE BARRIER PANEL, SPACED 6' APART 2 A DOUBLE TOP EDGE CONSISTING OF TWO PARALLEL, INTEGRAL, HORIZONTAL RIDGES OF A MINIMUM O 085" THICKNESS, 318' WIDE AND 114' APART WITH THE LOWER RIB ATTACHED TO THE VERTICAL ROOT DEFLECTING RIBS 3 A MINIMUM OF 9 ANTI-LIFT GROUND LOCK TABS CONSISTING OF INTEGRAL HORIZONTAL RIDGES OF A MINIMUM O 085' THICKNESS IN THE SHAPE OF A SEGMENT OF A CIRCLE, THE 2" CHORD OF THE SEGMENT JOINING THE PANEL WALL AND THE SEGMENT, PROTRUDING 318' FROM THE PANEL THE NINE GROUND LOCKS ON EACH PANEL SHAll BE ABOUT EQUAll Y SPACED BETWEEN EACH OF THE VERTICAL ROOT DEFLECTING RIBS (3 BETWEEN EACH SET OF RIBS) 4 THE BASIC PROPERTIES OF THE COPOl YMER POLYPROPYLENE MATERIAL SHALL BE TEST ASTM TEST METHOD VALUE TENSILE STRESS@ YIELD D638 3800 PSI ELONGATION@YIELD 0638 63% FLEXURAL MODULUS D790B 155,000 PSI NOTCHED IZOD IMPACT 0256A 7 1 ROCKWELL HARDNESS R-SCALE D785A 68 5 PREASSEMBLED SELF-LOCKING FLEXIBLE (0'-180') JOINER STRIPS TO CONNECT ONE PANEL TO THE NEXT PART 3 EXECUTION 3 01 TREE ROOT BARRIERS A INSTALL THE TREE ROOT BARRIERS IN A LINEAR FASHION ADJACENT TO PAVING, SIDEWALK, OR CURB IN CONDITIONS WHERE TREES ARE TO BE PLANTED CLOSER THAN 6 FEET TO THESE IMPROVEMENTS ROOT BARRIERS SHALL EXTEND 6 FEET IN EACH DIRECTION FROM CENTER OF TREE AS MEASURED ALONG LENGTH OF IMPROVEMENT USE ONLY FULL PANELS B THE VERTICAL ROOT DEFLECTING RIBS SHALL BE FACING INWARDS TO THE ROOT BALL AND THE DOUBLE TOP EDGE SHALL BE 112 INCH ABOVE GRADE C PANELS SHALL BE CONNECTED WITH THE FLEXIBLE JOINER STRIPS IN THE LENGTH REQUIRED D OMIT BARRIERS FOR PALM TREES, UNLESS NOTED OTHERWISE 3 02 EXCAVATION AND BACKFILL A EXCAVATION AND BACKFILL SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS AND DETAILS B AT LOCATIONS WHERE ROOT BARRIERS ARE NOT ADJACENT TO PAVING, SIDEWALKS, OR CURBS, THE BARRIERS SHALL BE BACKFILLED ON THE OUTSIDE WITH 314 INCH TO 1-112 INCH GRAVEL OR CRUSHED ROCK TO THE DEPTH SHOWN ON THE DRAWINGS C NO GRAVEL BACKFILL IS REQUIRED FORA LINEAR INSTALLATION D BARRIERS MAY BE INSTALLED IN SAME TRENCH WITH IRRIGATION LINES END OF SECTION SECTION 02935 90-DAY ESTABLISHMENT PERIOD PART 1 GENERAL 1 01 RELATED DOCUMENTS A THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN 1 02 SCOPE OF WORK A FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PROVIDE CARE AND MAINTENANCE OF THE LANDSCAPE AND IRRIGATION AS DESCRIBED HEREIN 1 03 RELATED SECTIONS A SECTION 02625 -LANDSCAPE DRAINAGE SYSTEM B SECTION 02810 -IRRIGATION SYSTEMS C SECTION 02910 -FINISH GRADING AND SOIL AMENDMENT D SECTION 02930 -TREES, SHRUBS, AND GROUNDCOVER 1 04 REFERENCES A AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANLA) B AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 1 05 SUBMITTAL$ A SUBMITTALS SHALL CONFORM TO PROVISIONS OF SECTION 01330 PARTIAL OR INCOMPLETE SUBMITTAL$ ARE CONSIDERED UNACCEPTABLE AND Will BE RETURNED WITHOUT A REVIEW B SUBMIT DESCRIPTIVE LITERATURE AND SPECIFICATIONS FOR THE FOLLOWING FERTILIZERS AND CHEMICALS 2 ORGANIC AND INORGANIC MULCH MATERIALS C SUBMIT PHOTOCOPIES OF CURRENT Cl T REGISTRATION FOR FOREMEN PERFORMING WORK ON THIS PROJECT D SUBSTITUTIONS FOR MATERIALS THAT DIFFER FROM A SPECIFIED BRAND OR PRODUCT, SUBMIT SAMPLES, PRODUCT SPECIFICATIONS, AND PRODUCT LITERATURE FOLLOW PROCEDURES UNDER SECTION 01610 · SUBSTITUTIONS E SAMPLING, TESTING, OR INSPECTION COSTS OF MATERIAL ARE TO BE BORNE BY THE CONTRACTOR, AND COPIES OF INSPECTION CERTIFICATES, REQUIRED BY LAW, SHALL BE FURNISHED WITHOUT ADDITIONAL CHARGE 1 06 RESPONSIBILITY A THE CONTRACTOR SHALL ADEQUATE[ Y PROTECT THE WORK, ADJACENT PROPERTY, AND THE PUBLIC, ANO SHALL BE RESPONSIBLE FOR DAMAGE, INJURY, AND LOSS DUE TO HIS ACTS OR NEGLECT CONTRACTOR SHALL CONTINUOUSLY PROTECT AND MAINTAIN AREAS INCLUDED IN THE CONTRACT DURING THROUGHOUT THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE OF THE WORK CONTRACTOR IS RESPONSIBLE FOR REPAIRS OR REPLACEMENTS CAUSED BY ACTS OF VANDALISM, INCLUDING THEFT B THE CONTRACTOR SHAll EMPLOY ONLY CERTIFIED LANDSCAPE TECHNICIANS (Cl T) WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR LANDSCAPE DRAINAGE INSTALLATION WORK PART 2 PRODUCTS 2 01 SOIL AMENDMENTS A THE CONTRACTOR IS RESPONSIBLE FOR CORRECTION OF SOIL PH, NUTRIENT LEVELS, AND ChEMICAL BALANCE UNTIL FINAL ACCEPTANCE BY THE OWNER THE CONTRACTOR SHALL TAKE SOIL SAMPLES FROM THREE SEPARATE LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, AND PREPARE SOILS REPORTS BY A TESTING SERVICE APPROVED BY THE LANDSCAPE ARCHITECT PREPARE SOILS REPORTS BEFORE PREPARING SOIL, AT THE START OF THE ESTABLISHMENT PERIOD, ON THE 45TH DAY OF ESTABLISHMENT PERIOD, AND ON THE BOTH DAY OF ESTABLISHMENT PERIOD CORRECT DEFICIENCIES IDENTIFIED AT TESTING INTERVALS BY AMENDING OR TOP DRESSING AS REQUIRED, AT NO ADDITIONAL COST TO THE OWNER B AMENDMENTS AND TOP DRESSINGS ADDED DURING THE MAINTENANCE PERIOD SHALL CONFORM TO SPECIFICATIONS DESCRIBED PER SECTION 02910 PART 3 EXECUTION 3 01 CONTRACTOR SHALL CONTINUOUSLY PROTECT AND MAINTAIN AREAS INCLUDED IN THE CONTRACT DURING THE PROGRESS OF THE WORK, THROUGH THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE OF THE WORK 3 02 THE ENTIRE PROJECT SHALL BE CONTINUOUS[ Y AND SATISFACTORILY MAINTAINED FOR A PERIOD OF 90 CALENDAR DAYS ESTABLISHMENT PERIOD SHALL COMMENCE UPON THE DATE OF COMPLETION OF THE WORK, AS AUTHORIZED IN A WRITTEN NOTICE FROM THE ARCHITECT AFTER THE START OF ESTABLISHMENT PERIOD INSPECTION HAS BEEN COMPLETED AND PUNCH LIST ITEMS HAVE BEEN CORRECTED BY THE CONTRACTOR 3 03 CONTINUOUS MAINTENANCE AND ESTABLISHMENT WORK INCLUDES MOWING, WATERING, WEEDING, REPLACING SOD, MULCHING, CULTIVATING, SPRAYING AND TRIMMING NECESSARY TO BRING THE PLANTED AREAS TO A HEAL THY GROWING CONDITION, AND ADDITIONAL WORK NEEDED TO KEEP THE AREAS NEAT, EDGED, AND ATTRACTIVE 3 04 WATERING A MONITOR WATERING USE ON A DAil Y BASIS, ANO MAKE ADJUSTMENTS TO CONTROLLER WATERING SCHEDULE AS NECESSARY TO APPLY ONLY THE PROPER AMOUNT OF WATER ADJUST WATERING SCHEDULE TO COMPENSATE FOR CHANGES IN ETO, RAINFALL, AND TEMPERATURE B CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL AT NO TIME SHALL THE CONTRACTOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION C CONTRACTOR SHALL MAINTAIN A DAILY LOG OF WATERING TIMES ON THE JOBSITE, AND MAKE IT AVAILABLE FOR INSPECTION BY THE ARCHITECT 3 05 DURING THE PLANT ESTABLISHMENT PERIOD, PLANTS AND PLANTED AREAS SHALL BE KEPT WEED FREE WEEDS, NUT GRASS, DALLAS GRASS, JOHNSON GRASS, BERMUDA GRASS, AND OTHER NOXIOUS GRASS SPECIES SHALL BE REMOVED AND DISPOSED OF AS THEY APPEAR 3 06 ANY DAY THE CONTRACTOR FAILS TO ADEQUATELY WATER, REPLACE UNSUITABLE PLANTS, WEED, AND OTHER WORK DETERMINED TO BE NECESSARY BY THE ARCHITECT, WILL NOT BE CREDITED AS PART OF THE ESTABLISHMENT PERIOD 3 07 DURING THE ESTABLISHMENT PERIOD, ANY PLANT INDICATING WEAKNESS OR PROBABILITY OF DYING, SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE 3 08 TREE STAKES WHICH ARE DAMAGED OR RENDERED INADEQUATE FOR SUPPORT SHALL BE REPAIRED AND RESTORED TO THEIR ORIGINAL CONDITION 3 09 CONSTANT DILIGENCE SHALL BE MAINTAINED TO DETECT THE PRESENCE OF DISEASE, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN THIS WILL BE DONE AT NO ADDITIONAL COST TO THE OWNER 310 SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES TALL OR SCRAGGLY BRANCHES SHALL BE THINNED OUT WHERE NECESSARY IN NO CASE SHALL TREES OR SHRUBS BE TRIMMED BY HEADING OR SHEARING PLANTS SEVERELY PRUNED IN THIS MANNER SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE 311 ON THE BOTH DAY OF THE ESTABLISHMENT PERIOD, GROUND COVER AREAS SHALL RECEIVE TOP DRESSING OF 5 POUNDS OF 16-8-8 COMMERCIAL FERTILIZER PER 1,000 SQUARE FEET 3 12 ON THE 80TH DAY OF THE ESTABLISHMENT PERIOD, CONTRACTOR SHALL REPLENISH THE MULCH TO ACHIEVE A 2' THICK LA YER IN AREAS RECEIVING MULCH COVER 3 13 AT COMPLETION OF ESTABLISHMENT PERIOD, AREAS INCLUDED IN THE CONTRACT SHALL BE SUBSTANTIALLY CLEAN AND FREE OF DEBRIS AND WEEDS PLANT MATERIALS SHALL BE LIVE, HEALTHY, AND FREE OF INFESTATIONS 3 14 EROSION OR SLIPPAGE OF SOIL CAUSED BY WATERING SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE 315 WALKS CURBS, ANO GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MUD, DUST, ANO STANDING WATER BY SWEEPING, MOPPING OR HOSING DOWN AS REQUIRED TO MAINTAIN CLEANLINESS THROUGHOUT 3 16 CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE WORK COVERED BY THIS SECTION FROM VANDALISM AND ACCIDENTAL DAMAGE DAMAGE SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER CONTRACTOR IS RESPONSIBLE FOR REPAIRS OR REPLACEMENTS CAUSED BY ACTS OF VANDALISM, INCLUDING REMOVAL OF GRAFFITI, AND/OR REFINISHING, AS REQUIRED 317 CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE WORK COVERED BY THIS SECTION FROM DAMAGE CAUSED BY FROST AND/OR TORRENTIAL RAINS DAMAGE SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER PLANT MATERIALS DAMAGED BY FROST AND/OR TORRENTIAL RAINS SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER 318 FINAL ACCEPTANCE WILL OCCUR ONLY AFTER A FINAL INSPECTION OF THE ENTIRE PROJECT ATTENDED BY THE OWNER, LANDSCAPE ARCHITECT, THE OWNER'S MAINTENANCE CONTRACTOR, AND THE PROJECT CONTRACTOR, AND UPON WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT 3 19 GUARANTEE A SHRUBS, GROUND COVERS, AND 15 GALLON SIZE TREES OR LESS SHALL BE GUARANTEED AS TO GROWTH AND HEALTH FOR A PERIOD OF 90 DAYS AFTER FINAL ACCEPTANCE BY THE OWNER OR HIS REPRESENTATIVE, BOX SIZED TREES SHALL BE GUARANTEED FOR A PERIOD OF 1 YEAR AFTER DATE OF SUBSTANTIAL COMPLETION B PLANTS WHICH DIE OR LOSE MORE THAN 30 PERCENT OF THEIR ORIGINAL LEAVES SHALL BE REPLACED UNDER THIS SECTION C THE CONTRACTOR, WITHIN 14 DAYS OF WRITTEN NOTIFICATION BY THE OWNER, SHALL REMOVE AND REPLACE GUARANTEED PLANT MATERIALS WHICH FOR REASON FAil TO MEET THE REQUIREMENTS OF THE GUARANTEE PLANTS MATERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT END OF SECTION 1 SLOPES 6 1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS A STANDARD #1-COVER CROP/REINFORCED STRAW MATTING 1 COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS 2 TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER 3 REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15 THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR B STANDARD #2 -GROUNDCOVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUNDCOVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR) C STANDARD #3-LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE) D STANDARD #4 · TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET SLOPES 6 1 OR STEEPER AND A 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1 B 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARD #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3 C IN EXCESS OF 8' VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3 AND #4 AREAS GRADED FLATTER THAN 6 1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS A SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING B A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY C IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT 2 IF THE SHEET GRADED PAD AREAS ARE NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING, THEY SHALL RECEIVE TEMPORARY IRRIGATION AND THE HYDROSEED SPECIFIED FOR THE TEMPORARY SLOPE ON LOT 3 (SEE PLANTING LEGEND) EXPANDED HYOROSEEO LEGEND SYMBOL BOTANICAL NAME COMMON NAME BULK 1/S / ACRE % PURE LIVE SEED CJ . . CJ HYDROSEED TYPE 'A' (FOR BMP SWALES) SLURRY MIX (IN LBS PER ACRE) WOOD FIBER MULCH -2,000, M-BINDER -150, TRI-C 6-2-4 FERTILIZER· 300 HORDEUM BRACHYANTHERUM MEADOW BARLEY 8 00 LEYMUS TRITICOIDES "RIO" RIO CREEPING WILDRYE 6 00 MUHLENGERBIA RIGENS DEERGRASS O 50 NASSELLA LEPIDA FOOTHILL NEEDLE GRASS 4 00 NASSELLA PUCHRA PURPLE NEEDLEGRASS 6 00 MELICA CALIF ORN I CA CALIFORNIA MELIC 4 00 DESCHAMPSIA CESPITOSA TUFTED HAIRGRASS 2 00 ARISTIDA TERNIPES VAR HAMULOSA HOOK THREE-AWN 2 00 HYDROSEED TYPE 'B' (FOR TEMPORARY SLOPE ON LOT 3) SLURRY MIX (IN LBS PER ACRE) WOOD FIBER MULCH -2,000, M-BINDER-150, TRI-C 6-2-4 FERTILIZER -300 ACHILLEA MILLEFOLIUM WHITE YARROW O 50 CHRYSANTHEMUM LEUCANTHEMUM OX-EYE OXEYE DAISY 2 00 CLARKIA AMOENA FAREWELL TO SPRING 1 50 COREOPSIS LANCEOLATA LANCE-LEAF COREOPSIS 2 00 ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY 2 00 HORDEUM CALIFORNICUM CALIFORNIA BARLEY 6 00 LAYIA PLATYGLOSSA TIDYTIPS 2 00 UNUM LEWISI BLUE FLAX 4 00 LUPINUS BICOLOR LUPINUS SUCCULENTUS MELICA CALIFORNICA NASSELLA PULCHRA VULPIA MICROSTACHYS MINIATURE LUPINE ARROYO LUPINE CALIFORNIA MELIC PURPLE NEEDLEGRASS SMALL FESCUE 2 00 3 00 6 00 8 00 6 00 80 75 60 65 75 70 70 25 85 85 80 80 85 80 60 85 90 90 65 75 85 • IF PLANTING OCCURS BETWEEN AUGU STRAW MAT AND MYOPORUM PARVIFO ST 15 AND APRIL 15, REPLACE HYDROSEED TYPE 'B' WITH REINFORCED LIUM PLANTED FROM FLATS AT 12" 0 C 12/20/13 EE FlNAL SUBMITTAL 12/10113 EE PLANCHECK CORRECTIONS 11/12/13 EE PLANCHECK CORRECTIONS 9/17/13 EE PLANCHECK CORRECTIONS 2/21/12 EE PLANCHECK CORRECTIONS DATE INITIAL ENGINEER Of' 't\'DRK REVISION DESCRIPTION APPROVED FOR !RR/GA T!ON ANO PLAN TING ~OSCA,Oc' ONLY, INCLUDING PRECISE <,,<;) ';,.o LEN""ltt-f-?c, <,; ~ '1,-~ $ 4470 --' LOCA T!ON OF PLANTING ~~ ~ AREA. ~ "J ,--,~ : JI~~ ... ,. ¼~ "AS BUil T" cf l'. eJr~ ,.,, ' OQ,.~ £' O; C1'LI~ NOWELL & ASSOCIATES LANDSCAPE ARCHITECTURE RCE EXP DATE 2605 STAIE STREET, SAN DIEGO, CA 92I03 REVIEWED BY TEL 619 325 1990 FAX 619 325 1997 INSPECTOR DATE I S2EOT I CITY OF CARLSBAD ~ PLANNING DIVISION 0 PLANTING l3PEOIFIDATIONl3 & NOTEl3 FOR TABATA RANCH I APPROVED /~). j g; ~1:t I 1-,+-1+ . PLANNING DATE DWN BY: I PROJECT NO I DRAWING NO DATE INITIAL DATE INITIAL CHKD BY: CT 06-15 471-9L OTHER APPROVAL CITY APPROVAL RVWO BY: