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Home My WebLink AboutDWG 415-9M; CT 97-13; CARLSBAD OAKS NORTH - FARADAY AV & EL FUERTE ST; 01-43GENERAL NOTES RECYCLED WA TEA NOTES 1. All WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICrs "CARLSBAD RULES & REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS' DATED OCTOBER 1993. 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE usrn TO MINIMIZE RECYCLED WATER ENCHOACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABUES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. 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. ON.SITE CROSS.CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SLIBSTTMION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER THE CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. • 8. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENTTIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 1 B INCHES OF COVER OVER ALL WIRING ANO PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RE CY CUED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR 011-IER APPROVED USE. LACK OF PROTECTION, WHETHER BY OESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. . 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT 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 RECYCUED WATER DISTRIBlffiON SYSTEMS (SPIKES NOT EXCHANGEABLE WITH POTABLE QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER DISTRICrs RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCILED Will-I THE WARNING 'NON POTABLE WATER' OR "RECYCLED WATER", COLOR CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD TI-IE TOP OF THE TRENCH PEA CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED 111TH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECYCUED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTNE SLEEVE THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A TEN FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABUE LINE MUST BE INSTALLED ABOVE THE RECYCLED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILmES MUST BE MAINTAINED AT ALL TIMES. '19. THE REQUIRED CROSS.CONNECTION SHUTDOWN TEST SHALL BE DONE BY 11-IE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 20. QUICK COUPLING VAI.VES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECYCLED WATER: QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS (SPIKES NOT INTERCHANGEARLE WITH POTABLE WATER QUICK COUPUER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO TI-IE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7643, HUNTER NO. HV100A-RL-NP OR APPROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF E~RONMENTAL HEALTI-1. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. • 22. DEVELOPER SHAl.l SHOW 'RECYCLED WATER DO NOT DRINK' SIGN LOCATIONS ON THESE PLANS. • 23. AN ON.SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRffiNG. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, Will-I THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS, SHPU BE PROVIDED TO CARLSBAID MUNICIPAL WATER DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. IN CASE OF EMERGENCY CONTACT: -· Teb ~ ls (NAME) ORAFTERHOURSCONTACT: FfJI,• \ f!.K.H:H~ (NAME) 24. SHOW ALL PUBLIC & PRIVATE POTABLE WATER MAINS ON THE PLANS. .. (()11) ZZ-'l-1b,1 (TEL.NO.) (tir--i} !r• 11s -ss-as fl"ELNO,) 25. ON RECYCUED WATER SYSTEMS, ALL APPURTENANCES (SPRINKI.ER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR CODED PURPLE PER AWWA GUIDE LINES AND SECTION 404954 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 26. THE CONTRACTOR MUST NOTIFY TI-IE CITY PLANNING DEPT. CONSULTANT (700) 438-1161 EXT. 4221, 72 HOURS [THREE WORKING DAYS), PRIOR TO CONSTRUCTION. 27. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MAIDE WITH THE APPROPRIATE WATER DISTRICT. 28. ALL REDUCED PRESSURE BACKFl.OW PREVENTERS SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY OF CARLSBAID APPROVED CERTIFIED TESTERS. 29. DEVELOPEf\/OWNER IS RESPONSIBLE FOR SUPPL YING A COPY OF THE TEST RESULTS TO THE CARLSBAD MUNICIPAL WATER DISTRICT. 30. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION V.A OF THE CITY OF CARLSBAID LANDSCAPE MANUAL. 31. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED Will-I RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR 011-IER APPROVED METHODS. • ITEMS NO. 8, 19,&22,23 SHALL BE REQUIRED JUST PRIOR TO THE ACTIJAL USE OF RECYCLED WATER. ITTM NO. 22, THE SIGNAGE PLAN SHALL BE A PART OF THIS I.P. BUT 11-IE ACTUAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECYCUED WATER. 'TI-IERE ARE NO DESIGNATED OUTDOOR EATING AREAS ON SITE. • ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND PUBLIC WATER COURSES WITHIN THE RECYCUED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 'THERE ARE NO WATER FOUNTAINS ON THIS SITE, 'HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00P.M.TO 6:00A.M. 11-IE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTI·IORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISl.~FECTED TERTIARY RECYCLED WATER SHALL BE UNDER TI-IE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF UESSER QUALflY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN TH[ HOURS OF I0:00P.M. AND G:OOA.M. •BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICrS RULES AND REGULATIONS. • CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 'IF A CONSTANT PRESSURE WATER LINE MUST BE INSTALUED ABOVE A POTABLE WATER LINE OR LESS lHAN TNELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALi.ED WITI-IIN AN APPROVED PROTECTIVE SLEEVc PER THE OLIVENHAIN MUNICIPAL WATER DISTRICl'S RULES AND REGULATIONS. FARADAY AVENUE SHEET INDEX: SHEET NO. DESCRIPTION \,( ) c J STA. PTS. 10+00 TO 80+80 < ~ EL FUERTE STREET 2-17 18, 10 20 21 22 23,24 25-40 41 WATER DISTRICT COVER SHEET LANDSCAPE IRRIGATION PLANS LANDSCAPE IRRIGATION DETAILS LANDSCAPE IRRIGATION DETAILS & NOTES LANDSCAPE IRRIGATION LEGEND LANDSCAPE IRRIGATION CALCULATIONS LANDSCAPE IRRIGATION SPECIFICATIONS LANDSCAPE PLANTING PLANS N STA. PTS. 10+03 TO 38+ 14 42 LANDSCAPE PLANTING DETAILS, LEGEND, NOTES LANDSCAPE PLANTING SPECIFICATIONS CITY OF CARLSBAD RECYCLED WATER PLAN ~ .d~~~::=t, \.\:--1~=0.--.., irJ? CITY OF PACIFIC SAN 1,/AIICOS OCEAN CITY OF £NC/NlrAS VICINITY MAP NO SCALE SIGNAGE NOTES TI-IE FOLLOWING GUIDELINES FOR THE USE OF RECYCUED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 0-1/Z~11' SIZED SIGN. COLOR: PURPLE BACKGROUND '111TH BLACK LETTERING L GUIDELINES FOR RECYCUED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 1 O:OOP.M. AND 6:00A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON.SITE, NO SYSTEM SHALL AT ANYTIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING AND PONDING. THE APPLICATION RATE SHALL NOT EXC[ED THE lf::ILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILlRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AIITOMATIC CONTROL CLOCKS, (LE., EMPLOYING THE REPEAT FIINCTION TO BREAK UP THE TOTAi. IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3. ADJUST SPRAY HEADS TD ELIMINATE DVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER, FOR EXAMPLE, ORIVATE PATIOS AND LOTS, STREETS, AND SIDEWALKS. 6. OBTAIN PRIOR APPROVAL OF AI.L PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO AND APPROVED BY TI-IE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4" PURPLE IN COLOR WITH THE WORDS "WARNING RECYCLED WATER-DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO-AGUA IMPURA-NO TOMAR" ON THE OTHCR SIDE, IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TA8S AS MANIIFACTURED BYT. 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 WIREDIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACHTOVALVECOVERWITH EXISTING VALVE COVER BOLT. EROSION SLOPE REVEGETATION CONTROL AND FIRE SUPPRESSION CITY OF CARLSBAD DRAWING# 415-9L KEYMAP INSPECTION PROCEDURES 1. CflY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTI-1. C. REQUIRED SEPARATION (HORl70NTALLY AND VERTICALLY) D. PIPE IDENTIFICATION. (P.O.C.'S) POINTS OF CONNECTIONS. E. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. F. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION). DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF BUSINESS ANO PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. LEGEND -, -, -, -POTABLE WATER STREET MAIN -----RECYCLED WATER STREET MAIN -0--RECYCLED WATER IRRIGATION MAIN M DEVELOPER: P.0.C. FOR RECYCLED WATER (METER ANO BACKFLOW PREVENTION) 'DO NOT DRINK' SIGN LOCATIONS FIRE HYDRANT AREA TO BE IRRIGATED WITH RECYCLED WATER ~ N.T.S. TECHBILT CONSTRUCTION CORP. P.O. BOX 80036 SAN DIEGO, CA 92138 (619) 223-1663 LANDSCAPE ARCHITECT: 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIALS FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON ASTHEY BECOME APPARENT. 5, EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINIJOllS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST GE INfORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, ANO IS NOT APPROVED FOR DRINKING PURPOSES, HAND AND TOOL WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT Ttl!S INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFlED AS RECYCLED WATER SPRINKLER HEADS. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE DISTRICT, AND BE FORWARDED TO 11-IE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD, CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. AOL PLANNING ASSOCIATES, INC. 2979 STATE STREET 9, 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 OE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. BLACK LOGO PURPLE BACKGROUND 1'" BLACK LETTERS f--1 8 "---"1 RECYCLED i-------,'--f--+-3 6 "· ______ __,~ (N,T.S,) I T "°"""'°---· WATER IN USE 12"X 36" SIZE "ro--,. DO NOT®NO TOME ~ ~ DRINK EL AG/JA I WA9H HNl>S AnElt OONTAC'IINO LA'tEilE SUS MANOS IJESPU[S DE USM 18" X 18" SIZE 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE AFPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCUED WATER. B. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDffiONS INCLUDING WINIJ!lLOWN SPRAY, RUNOFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS.CONNECTION. 3. ANNUAL INSPECTON SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART BAND PART G OF THE DISTRICTS FINAL INSPECTION. AOL •■ PLANNING -----""■■■Ill ASSOCIATES ■■■Ill!!! .032 ALUMINIUM, .060 ABS PLAS OR STICK-ON VINYL SIGNS 1 " BLACK LETTERS 2" BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET. SUITE C CARLSBAD, CA. 92008 TYPICAL SIGNS {76~721-66J7 FAX:(71~729·6321 DATE: 9-8 • 04 APPRO'IEO: SUBMITTAL: 3RD SUBMITTAL .40 ..--c,__ /1--f5-< ''I JOB NO: 20322 RECWMED WATFR/ O,,TE CROSS CONNECTION CONTROL SCALE: NIA DRAWN BY: ADL/TG/CE I ' THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE SUPPRESSION PLAN, STORM WATER POLLUTION PREVENTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. DATE: r--~-ot ADDRESS: ADL PLANNING ASSOCIATES 2979 STATE STREET SUITE C CARLSBAD, CA. 92008 (760) 729-8637 REGISTRATION NO'S: -----"#~2~3~4~8 __ _ EXPIRATION DATE: 3-31-05 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. SUITE C CARLSBAD, CA 92008 (760) 729-8637 CML ENGINEER: O'DAY CONSULTANTS 5900 PASTEUR COURT SUITE 100 CARLSBAD, CA 92008 (760) 931-7700 "AS BUil T" P.E. __ _ EXP DATE R~: -,J_ f ~ j ,K~U,.. {.¥' ID-rt.cl/ INE'£R PLAN CHECKER DATE REVIEWED BY: INSPECTOR DATE l---+---1-----------+---t----J---t---i I SH1EET I CITY OF CARLSBAD ~ ~=:::::.::::=:::::P::L:::A:.:N:::Nl:::N:::G:::D:.:::E:::P:::::AR:::T:::M:::E:::N=T==~~=="'=::; TITLE SHEET FOR: DA TE INITIAL DATE IN111AL DATE IN111AL ENGINEER DF WORK RE'v1SION DESCRIPTION OTHER APPROVAL CITY APPROVAL CARLSBAD OAKS NORTH FARADAY AVENUE & EL FUERTE STREET /o-27-0'( ASSISTANT PLANNING ""0'=1R"'E"'c"'To"'R::-----DATE: DWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY: ---CT 9713 415-9M RVWD BY: • ' - 813 \.11 • \J) 3 110 I ' y '_, ··;:;·;_' , ........ . ,,,· :·••',••. -"--~ ' > ' I 3 3 3 ·" ,;1{ \'' 2\-J:;;:t=~·-µ;r.~--,-~~--- .~. ·-----....:...:. . 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I 0, 10, 20, 40, _i_rE,-· __ -~--,J!' 1.s · o, -·-- :,. l'QA IRRIID\ .. llQtt. l!lffll.· •. _1'_· N!·.l) N01ES SF:£.·· .SH~l!T ~1. · ~USl.lllli'il.t rtlll\\.$1Jli!Mll1At l='---t---+-~~~---~-----'---~--~•--·c.., --~ .. ,,-... ----· 4. AA 1RR!$AllON ~nor.s, st! s11u:r 22. I · ... Jo-~ -1m-, --~2~oa""'ii=· -·---.-.. "-""~··e-.. _____ ~-----·•~~--,-~ :'· .. , ~---· .....,,,.,,,.;-,,,.-~. ~~ ... --·--== -.,'l'-,,,;~=1 !l,FQA IRR~~lf $1>twleA110ti8, SI!:& $1-iE.ltTIJ 23 r 11', -r-~-----::lfi'_:-----~-~-· :-~·-,_-cl!--~ ~~~tff ~-""tNl"'"~~crRK+· ~"''----R_E_V_!5-JO_N_()[~$~C~R-IP-li--ON-, -----~,""'hQ-•""'t'-'":"":·f~~~~~~ '~~~~-1Ji-%i~~*l=:=.;:::;·-_jj_~~~rilj:''1'·'.~-::::::;tic:;:,~~~.:~:.:i::'.D(Dff~~~~~J ·~.------------!il!'l'l'l-~---............. --............ -----"'"'"---..------------..,,.---"""""-"""');,rf,,, ... bw;.: ... ;p-,...,, :, ... , ... um ... ··:" ... u .... -··t.-,··1,..ii# ... U.$ ... , ... :O!A .... li .... L ... -., ... ,t: ... 1' ~ .... **""\""'·-,,1~·,1~,-.;:::::;:;::::::;:;;;;;,:.....lli:-'~1\11~>:;', ::,:z;'.".:;_;.·;.-::·,::;z--,-.cill;J<"i·•~;\·,'~'\_b.:, ~;~--·-·l'···'·:I., ;:· l(;;;''";;;•·!.;J;:-~.·t-<->·~·:,"i':.;,·;r~:;'.:;w;;~~~Y-;?'·;J;{".~i\l;'',/~~-'~Zi,',.:·;·. -,::;. ;;;~i•·;;•.O..';=·· ;;;!_::;~-.;-;,=i;-·~··;:~-,;: ·i-~;-1;. ,·i·· ~~-i:,,; r.fJ~:-~·-~ ~-. ~-~--;:-;;-=···;;r ;"·~''ta·•:,"''5*'·;';·.....-~d -~·'oi!:·,_, .. f~'\;··;~"l;;;-1 .;;;,; .. ~/ttl: ... ' • II Iii .. -- -IV~--~'~ I 1/4" I" ---- ----------....,------~-- I I q' Communication wire adjacent to mainline I " -,..___ ----- ------------------- -.. :-=,;, ~=tF-~"'=!1- /4" 9 ' . -------.;______ - - ...---:- .;;= .. ~~ -~ ~~~ -~~ .. ;i::1,;,.J~~--u l u w-=;=== 1 J ·-;--~~;=-~l-~l~~ -~r :1 I:lTCW:t , -,; --__ ,,~ ,_1 -..___, ____ B/4" B 4" ------I ------------------........... .. I " ConununicatlOn ,vire adjacent to mainline ADL ___ ._-_ , PLANMING -··r B,10 e-" ;2'1 :i:3 I \/2' I' ---c.. -- KEYMAP 230- I 114" ------------1-' ---------- ·; " B r- ,.,. .,_,,,.,-,, 11AS BUILT" &:>· Id ·ae! ;_ .. _.•. ·: z+. REviEWEri Y: . . r1~{&l· ~ll-ci\-··:·· .. <.'.~~~~----··-· INSPl':CTQR • _, _ • (QAiE Ho\ti 1, Pl,NIS /\Rt (.)IA~AMMA11C· ANO APPROXJMAt~. All Pli'INO, VA\. Yi: eox~it llACKfLOW r11i'N!l[,J:t,. ECf., S!MlL 8E l AIED IN l'°'No~CAPE A , , ~- NO IRRIGA __ 110N_ E~PMtNT SHA_ LL Ill~ LOCA 1_ t IN lHE 11ARllSCAf".f:. ~OVP VAL vi lilQ)([S ANQ LOCATE IH ~➔IWB ARlAS l'tlifNJVER POSSl~l.£. ASSOCIATES __ LAND P0_L_A_t_l_t~l~l~tr.r LANDSCAPE Ar~CHlfECTURI!: 2979-srAra: st'Rite:.T. SV1il$'. 0 C A R l. S B A 0, . C A. 9 2 0 0 8. Sli3itt" ··c1·1•v"""cf CA11.LSBAD ·sllEElS -~~ .......,;.---+----~~-~-------~---, -~~1·~----1----'---,--~, ~LA~NIN!J DEPARlMENT 48 - 1---,----'--'-+---~~----------,----r----,-~t--,---i----I :-,C,c.±;0.,:::,::-:[)S:=G~A::::PE=lfl::::Rl=GA:.;:J::::IO::!:N 3P:5.LA:::: N::::_ =FO::::R::::: =_ :;:::::;:::=:,:.:::;::===; 2, fOft 11\RtGATioll DlTAILS SU SME:IUS 18 -20,, J. FOR IRRIGA 110N LEGWO AND NOllS SEE SHEET 21. +. fOR IRRIGA l!OH CAL CUI.A llONS, SU: SHUT 22. 5. fOR tRRIOA llOl'I SPlCIFICA llONS, SE,E SliEUS 23 & 24. o' 20' 4-0' ---· (11~111-llll FAX,(11~7!1·11~4 OAlE: 10-Hl-04 , CARISBAD OAKS. NORT11 FARADAY AYENU( ~--£L fUERI~ SJREET _ ----SUllMITlAl: rlNAL su~_¥1lTAL -J◊-a -t10:-. ~-=?:2oa~2a -· .. ~ .,,, ·-:, .. •·.• .. • , "-<:".>·: .• . <~.··< t3 -- -- -I' ---~ ---\ ~ tJi ~ ~ ~ 1-\ .. ~ 82. 3B' /0' Y5 07' I i I 3 3 3 I " I J (, I Comnnmication wire adjacent to mainline /4" Communication wire adjacent to 1i1ainline 2BZ' APPROVED FOR PLANTING ANO 1Flr·11GATION ONLY, INCLUDING PRECISE LOCATIONS OF PLAN'flNQ AREAS. ADL. --·~~.~- PLANNING -- ASSOCIATES __ ;:--;_-14 D .,C-;.:-;-.f" N I N Q LANDSCAPE ARCIIITECTUR.1<: z97if .. stATE: s1Re:Er, sunt o C A R L S 6 A D, C /',. 9 2 0 0. 8, B 4' ·82' IO'o 1 3 3' 3 KEYMAP ·• < 11 • • -'II • • •··~ 211' sfii:'1:ref . 43 f 105 • • •• • ( 211 I --x- 13-11 2 1/2" _-_ (L I' 24 250 I" 1• \ 3/-4" • l'l -r;-:==-.~~~----·- 3 3 3 --:-:-:-,-.•····.,,~,_:..::...._,...:"":': ~,,....__ ' ----R-W--- ~ 2" 2" L -x- . ' , / Communication wire adjacent to mainline 12Y' NOJE1 . 1. PL.ANS ARE l)JAGRAMMAnc AND APPROXIMAJF.. ALL i'IPINO, YALYI'. BOXES, BAi;;KftOW PREVENlERS, ECT. SHAlb 1111: Ll)(;A TEI). IN lANOSCAP&: ARl!:AS, NO IRRll'lA nw IQ.\IIPME~T SHALL _el£ L_OCAIED. IN iHe: llAAOSC.APt. GROUP VAL YI£ BOXES AND LQCA lE IN S.IRJ.JS AREAS \\iiENEVER POSSIBLE:. 2, fOR IRRl(!AllOli DETAILS SEIE SIIEETS HI -io. J. f"OR IRRIOAUOlt l.!GENO AND NOIES SEE SHUT 21, 4. fOR IMl!JA TION CALCULATIONS, SEE SHUT 2-2, 0, roo IRRIGA llON SPECIFIC/I TiO[IS, SEE Sl![[TS 2J ,II; 24, \ -1111\IM 190' Conununication "-ire adja ---, -----:------------- 2 ·1··~, Communicalion wire adjacent to mam me 322' 306 I ADL ·111. PLANJUNG --·-~- ASSOCIATES __ _,,,, LAN·o·-;,; '--A N N , N a L.ANDSCAPE ARCHJI ECTURE =:r-;,:,TTn:""--... -~~--?.979STAII{ srREll:r. SUITS: C C A II L S 8 A D, C A, 9 2 0 0 ~ (100)111·!1!1 ru,(110)/ll·IJ!I DAlE: 10-18-04 ------------SUBMlllAI.: FINAL SUBMITT/IL -------·--'----20322 SCALE: DRAWN. BY: 3· 3 S/4" I ' KEYMAP \ ~o' --~ --- -----------------~ 3' ' ( ......_ ----,_ r--1---250~~ [jJ N.r.s. ,_..., _______________ , ________ -,t--' I 95' I ~ i ..,1 I'* I ' - .. "AS BUil T" DATE REVIEWED BY: /1.-J.(_ C..T-~\~-\r -is-c;e INSPECTOR l?Ait •· ., 2" l I 130 rt ... s ... -.► .,J, --\'t .• I I I I 9' --Rif- T -fv -- . '." Ii t ' I r* 2'' Communication vdre adjacent to mainline ' ''.' ---:i/J~i ·-• ... ('1C· -,, ·:.:a .. ,··:. a.· VE.□. J.,• .. ~.·•·.o ... ,:···.·.·.A.·.•·.· .. :•.·.·l·.·.;~ .. · .LANT.· I ~::?~t~'.i:;,~,,, 10 .... -.---' .. ··~· · ·.~ N 01¼~ '\ ,~CLU · . ' 1;-j&CI ON~--~ \/ .B~Ni\ f\S. '""'""'' I " I 1/4" ---••--1" ·---1-~ 91' Jf1-'-- " /2Y' 97 1 I " 1/4" " I" --+-l--lf-11 1-----230-~-~------l 2:;o I" B/4" s1>--'-+---l----"li!Hll-+--i.:.....:......©-____ lion wire adjac.ent to mainline 1/2" --r 2 1/2" / T ----·-- -;><;~~,,_.➔;,=__ er ~ 45 2 1/2" 13-50 13-BIJ 13-23.:;f · I 1/2' 21) I 1/2" ~J I 1/:2"1~ ----/1,1-I- " --11 - II II Ill • • II - II I'- ll Gj ~-~ii~ .• (J) Ii w _.r. II W 't'.:-iii Cl) --U,,-..1_ II I .w ... z __II :::i :r 0 ~ i 3/4" I" ---- Conuuunication wire adjace-nt to mainline ©- ,~~--====~~'l-===£.~=~·.~.-:--~-~!~-=== ' rl/4" ---~- ,--~3~/:4?.' -~~-~I~" -;--1tiJ---1~fAr. .. t==-::::::::--:::::::-~2L1.fJ.~:;z / II ,:~~~~- I" . 3/4" B/4" II £A:-..--l'I::=::::: ' PLAtH~ING ---~ · AOL • ASSOCIATES ~t. ;:-AN O P 1.::-:;;, N ~J I N u. LANDSCAPE ARCfllTECTURI;; 2V9 s·~Af~S~11t ··c5-. ~ L S ~~ /1. 9 2 0 o. ~ FAI ,(11 o) 111 • I (l.t ~ KEYMAP 3/4" -;,.·, .,. ·.·-,;.•,•. "AS BUil T" ~~ tJ EXP ~-?/-// •""•'"•'"" PROJtcr. NO. C.l. 9'1-13 . II . 111 DRAWING NO 416-9M . .' 2 1/2" II ••• ··'.··.r.····.•.·.@.·. -· \ .··. -~14''"-------11 II Ill ~ fl . y4" -,CF Iii II ' C.,2 * 2.YO MATCHLINE -SEE RlGHT I l 5 Y I ' 3 Communication wire adjacent to mainline •®>-0----. ~ * rX {\-2 1/2" ~ I" i, I 1/2" '.==--..:=;;-;-'---;;;~ -a-®--0---- -•-®-0---------- I \ ~ ~"' /" ~ ~ ~ ' ~ )(, , (~~ ~ I" ~ ~ 0~ '\ , 11 11 1111 ~ 11 11 ~~ 111~ a 11 111 k.(n ra .• a 111 • 11 11 111 111 1111 • 11 • 1111 ■ ■ 11 111 • 111 111 :Ill • 11 ~ fv1A.fCHLINE -SEE LEFr I 03 1 \53 I ·- ~~~p_r~tliw0 ..... , . I Ill Ill II Ill ~11...• ■ ■' --■ ii ■ ■ ■Jill ■ ■ ■ ■ ■ • ■ • ■ ■ • • ■ • • 111 • • • · ... · ... · .. · .. •·~.. . ~ . . ~ ~ ~ ~ ) ) / Y/ / / ~ / ~/ //1/ / ~· . ~-=o---. ~,1 . / / --------------- AOL -----,--~---- PLANNING --- ASSOCIATES __ i:"""Aiio-i-1..ArT'Ni N o LANDSCAPE AHCHITECTUHE 297\ISTAi-e: s1"1,1tr. ,iGi1·1t o C A R L $ B II D, C A. 9 2 0 0 S (l!ljlll-llJI FAl:(7!P)l!I-IJII ~.....--···· _ .... , - OAIE: ___ , 10-18-04 SVBMlllAI..: FINAL SU!!MITfAL -----------J.OB 1-10: 2032~ SCALE: URAWN l!Y: ADL/TO/CE NOll;:: 1. PLANS Al~E DIAGRAMMATIC ANO APPROXIMATE. ALL PIPING, VALVE BOX(Si BACKFLOW PREVENTER$, EQT;, $1-JAL.L BE LOCAltO IN LANDSCAPE AREAS. NO IRRIGATION 1;'.QOIPMENT SHALL BE LOCATED IN lHE HARDSCAPE. 01,oUP VALVE BOXES ANO LOCATE IN SHRUB AREAS WHENEVER POSSIBLE. 2, FOR IRRIGATION DETAILS SEE SHEETS 18 -ZO. 3. FOR IRRIGATION LEGEND ANO NOTES SE.E SHEET 21. 4, FOR IRRIGATION CALCULAIIONS, SEE SHEET 22. 5, FOR IRRIGA llON SPl!:CIFICA llONS, SEE SHEl::TS 2J 8c 24, KEYMA(;! ;._.,._:,·;:: .. -;.-,;.,:,.-.. APPROVED FOR PLAN11NGANO IRRIGA"l'ION ONLY, INCL.Ut:>INQ' "l-1f.tCl81~ LOCATIONS OF PLAN1.IN0}"1r±:AS. ·--. . .. . .. ·.::. ,., ,,.· .. --,,•, .. ,, .. , •· ...... . 1-_-. =-=-•t-~-. -l----~-----------1----· +----~-~~= [~,--;9;,.c:_'"""'!:l .. P~L~AN~N~.11-l=qlU···~· ~-~-_,__Jg~f7 o~: APP::~~ ~~ APP:~~~ ~~~~g{~~,, l , P~~/E~;. ;;-. . DR~~~~~MNO., I ~ 01\lE INl11Al ~GIHE.ER OF WORK REVISION DESCRIPTION ·-----------------------------------------·-----------------------......... --.....-:----~--------=--__,....., 1~,.--\. -+,,---fc--1-cf-"'-2.c--="'0,!fl-~~, 7' lB . -l .. ._____ 1-::: c'; . :: :: =-;tp If' ~--------'- ' ' UJ z ::J :c ~ II :l/4" II II .. 3 I(, • . - ~ I '-i 3' • 11, ---~---=. "::-:~ -.. _.,•·: --dl -- ----- 0-8 -* ---+-- ---=::: -----= 3 3 NOlt1 1, Pl.ANS ARit DIAQ.RAMMA TIC AND APP.RQ~/1,fA).:l, AU. PIPINO. VM.VIJ. 190Xf:S, BACKflOW Pllll/1t{ft)tS; f,Cf., Sll-',1,1. Iii~ ~OCA lEIJ IN LANDSCAP!. ~&:,,s. NQ IRRIGAi1<ilH E(l\JIPMf.NT SHAU. Elli'. LOOAJt)t) IN TlilJ MARO~ GROVP VAlYr. lilOXES AND,' LOCATE IH SIIRIJ9 AREAS l\liENEVER POSSillU[. 2,. FOR IRRIOA TIOH DETAILS SEE SIIE.!IS HI -20, J,fOR IRRl\lAT!Off LEOEND.AND NOl[S $El: SliEET 21. 4. fOR IRRlClA lloN CALCL/LA !IONS. SE[ SH(!T 22, 9, fOR IRR1(1A TIOH SPlCiflCA HONS, SEIE SHE.f:Tll iJ &: 24. 108' _________,_____ __ _ r r • 1' .. 3' 3' 3' 3' 12Y' APPROVED FOFl PLAN"flNG AND IRRIGATION ONLY, INCLUDING PFlECISE LOCAflONS OF PLANTING AFlEAS. ADL • Pl.ANNINO --- ASSOCIATES -4 ___ ..,...._...,,._ ~_., _ _...,_....,.,.., LAf4D J>LANNING LANDSCAJ>E ARCHITECTURE .... --...---:--. . ----., > .'2979 STATE ~Hl1E.ET, SUtrl:i: d, C A R L S B A D, C A. 9. 2 0 0 6 (1!0)7U·IIJI I FAX1{ll~l!l·IJll -. . ~--1,-.:..--~-- o· 1 o· 20' 40' [)A]E, 10-1U-04 _su_s,_111_rA_L:~_r ..... 1p~LSL/llMlrTAL J9B NO: 2032'! 340 ~ .--·--. . --------- 5/J ·---1--- 3' 3' I KEYMAP 159' . siitfr a II ... II l!I CJ> -C't--111 tu _ _:.--D UJ :c Ill (/) lll UJ ·. *1fUJ ... . -W• w ---"·. 140 1 iS9' 3' 12.5' 136' NOi[: 1. PL/)/l(I ARI OIAIIRAMMA llC AflO APPflOXl¼')J~. ALL , . Pll'l,NO, VAl.Vf! llOXES, 8ACKFLOW PR£~tf(ffl~. ECr •• SHAU. aa: LOCA JED IN LAND~CAl'E Al!tAS. NO IRRl!IA lloH tQUIPMEtH SHAI.L ill!\'. LOCA 1Eli Iii HI[ HAROSCAl'l. GROUP VALVE BOXES ANO LOCA lE IN SHAUii AREAS 1'11iENE"vtR POSSl01.£. 2, fOR IRRIGATION O[TAILS SEE SIIE[lS 16 -20. J, fOft IRRIGATION LEGEND AND NO~S SEl SIJE[T 21, 4, FOR IRRl<lA TIQN CALCULA HONS, SEE SHElT 22. I). FOR IRRIGATION SPEClflCATIOHS, SE.I£ SliEllS 2J & 24. o' Communication ,.,.-ire adjacent to mainline 3' /66' APPflOVED FOR PLANTIN.O AND I~1I1IGA·rI0N ONLY,' INCLUDING .PRECISE LOCATIONS OF PLAN.rlNG AflEAS. to' 20' 40' ---·-.... L A IJ D P l. A I~ N I N G LANDSCAPE ARCfilTECTL!RE ____ __... ... ______ _,,.,.,.,,....._..,..~.---- 29 ·79 STATE srn.e::e::r. SUITE. C C A I! l $ 0 A U, C A, g 2 0 0 6 (I llljl I 1-11 H f !!:(1111/ 711-1111 c......-----·------·--IJAIE: SVBMIJIAI.: FINAL SUBMITTAL SC/\1.E: DMWN IIY: i\DL /IO / Cli! D.\lE 1i-iiW ENGINEER OF WORK 98' I '71 1 KEYMAP REVISION DESCll/PTION -------- -- I ' IY7' / '17 I ' 3' 2-L.J L\ 3' 3' , I I I --~---------;of"'f+------------------------------------,.i~'--¥----'------\o~'\-----~--,,../2'.:r·t"B--JL.. __:_lf_2-~,.k- '1' 3' 9' ...-------:; I 1/2" I 1/4" NOit: 1. PLAIIS AR&: DtAGRAMMA nc AND APPRQXIMA 1 ir. ALL PIPll'IG,. VALVE BOXES, BACKfLOW PRf;YE:111ffi$, f.Ct, SHALL 13! LOCA lf.D IN 1.ANOSCAPe:' M!As. NO ll!RIOAnOl'I EQI.IIPMENT SliALl Elli'. LOQATf.0 IN 11 If; HA~OSCAPt, GROUP VAi. \1:: 80)(£S A11D LOCA Tl: IN SHRVB AREAS 'Mll!.NEVE!l POSSIBLE. Communication wire adjacent to mainli~1e • q' -------a,-◄r if • • r 2oq' APPROVED FOR PLAN.TING ANO IRRIGATION ONLY, INCLUDING PRECISE LOCA'flONS OF f:>l.ANTING Afll;A~. 9 4" 3' 3' 2. FOR !RRIGA HON DlTAILS SEE SliEltlS HI -20. u' 10· 20' 40' DAlE: 10-18-04 ~ J. FOR IRRIGATlON U:GENO ANO NOTES SlE Slt~t:T 21. 4, fOR IRRIGA 110N CALC\!lA TlONS. $EE SM!;,!T 2:1,. (J, FOR IRRIGATION SPECIFlCA 110/1$, SU: Sll~lS 2J & 24. 1..,....--------------- SUBMIJlAL: ~. JOB NO: --SCALE: ORII.Wti BY: FINAL SUBMITTAL ,__.,., .... 2032a ,...._,,.....,.......,,,.,....... 1 N :"OIi, 2'1 D 1 , . 1tfl'i1AL Al)L/TO/CE ' . . ~ tNGINEoR QF ~:>RK ---- * II---••--·• \1K / I ...... , r J . . I I r --L ti"/, ----------· .,.... I -. Iii \ I o-2a • -w ( . • :c -llt-~~· 4<f • (/) " .. UJ . ,.. UJ -(/) iii (Mi • Iii . ··• 35' DAlE I I I Ill !II Ill k • l: J- ~ '--.. ' ~ '.\j i IJ.l ~ ~ 'J") -'---~ 3 I . \ Conununication Hfre adjacent -----=----- l------l-----'f..-------------,,--:-(0----:-9::--,;------------r-l' D --.L---"r--_________,,...~----'------ . I I I I 2'} 2 2 2 ( .6 9TATION) AAINMA9TI:~ He lt-~1!5'6 E;G-9/He>ft.91!-MG CONTR,AC.TQR. TO f,)(TE;NQ l:XTAA )'(lft.E:9 TO Tl'iO fURfHE5T VALVE;a (C<>NTAAC;TOR TO aecv~ $Di9$1: Y'IO~ QIWl;R. PR.IQR TO CON5T~CTION) \7-.•::><:z., '-\ L---cz c r,,,, u .-.:.\ ' ~b-r.:~,.-c;;:.,._;.-;N~ .. <=,Tl . 12• STA. 10+10 ft.E:CYCI.E:D ~JI;~ ; 1/2' )'IA_. M ff ITaA P.9.1. AVAILAeLe, 660 TOH'ilt !ti.EV) 2" EIACKFLOl'i Fft.EVl:NrER. )'(!TH PN5Wft.E: ft.E;~ULATOR. ~• MA9Tli:R. VALVE I 1/4" FLOH Sli:NOOR )'(ITH eHUT OFF DfVICE !!>Ee e>HE:~T 22 FOR IAAl,9ATION CALCULATIONS j' ------------------ 200 APPROVED FOfl Pl,AN"flNG AND IRRIGA"flON ONLY, INCLU.DING f"Rl:CISIE LOQAl-lONS OF PLAN-rlNG AREAS. ADL ---~-- Pl.ANNING --- ASSOCIATES __ ....- "AS BUil T" --h,,~'A,,,-C.~ . . KEYMAP \ • \ NOTE: 1, Pl./,NS AR.E 01.A\lM. Mid .. AllC AND APf'R01(11,l,4.11;. ALL PIPINO, VA~ Y[ IIQl\l .. $. li!ACKFLOW P~fll~S, ECf., SHAY. lillt LPl)A lf:D IN LANOS\:API ,,,,V,S, NO IRRICA1lQH l. qjlj/lPMOiT SHAt.L !ii~ ,OC;\1\P .. Ill 1Hf!; 11MDSCAPII:. GROVP VAi.Yi£ IJO>!E ANI) LQCA lE IN SHRUB AAEA3 1',!iE.NlV!R 0$~11~1,F.. 2. FOR IRRIGA noo DI TAILS SE[ SI.fl£ r~ 18 -2P, J. roR IRRIGATION LEOEND AND NOTES Stt SIJll!;T 21. •· fOR IRRl(lA TION CALCULA UONS, SEC SlilET 2:l, --- O. FOR IRRIGA UON SPEClflCA 110!13, SE[ SliUTS 2J & 24. ------~-------~---------Commuuicalion wire adjacent to mainline ·- ~ --- I" ::,/4" I 1/4" ' / I I ,' 3 I . I I I -~ ~ -- 1 ~--- ~ ~ . ------ ~ "';.:.- ~- I APPROVED FOR PLANTING AND lflt=HGATION ONLY, INCLUQING.PREQISE LOCATIONS OF PLAN·r1NG ARIEAS. t,IDSC1 9• L~IJ /;· .. ~ .. ,.,_ .... 0 ti ~ ;& ,~ -J .., ,,, I (JF i:ANo PL.At, N i'N o LANDSCAPE AHCHITECTURE 297'9 §rAraSTR~a:r; sU1rE C C A R L S 8 A t>, C A. 9 2 0 0 S _....,,,__.,...,.. DAIE: 10-18-04 --·---SUBMITTAi.: FINAL SUBMIITAI, 20322 1' "'· 2Q' --·-·------DRAWN BY, ADL/TO/CE KEYMAP t;-t-S-d'f INSPECTOR DA TE ..----,--,---r--c--·---=----::---;--.,----,--,;---.------·'<-'" ~~·~;::;:;;;;;:;-;:..::;.;;;;..,;,:;:;;::..::;.;.;;::::;;;:;;;:;:;;;;:;;::;::;:;:::;-;:;;:;;;;;;;;:;i -1.Jz_. -,t5:vi:.1tJ>,_LZLJ_· -!~:.,_r _ _L,/~c,.,·u.lLY.c;l,,_,o'----4---+--I-~~-, Sl.1E.ET I ClTY Oli'. CARLSBAD 12 Pl.ANNI.NG OE;PARTMEN T t----t--- LANDSCAPE IRRIGATION PLAN FOR: . CARI1)BAD OAKS NORTI-1 ARADAY AVENUE ~ [L fU[Rl[SJR[[f 1----+-~--+--------------1----1---i----1--1 I APPROVED P~ANNJNG . 1--------------+--::-c:::-l-::c:::c:c-lr:c-:=-+-----l 15Wlfrrf: ..... . _0_;;111:_ ~1il_1 _h_·1 0A1E 1M111AL 0A1E 1Hn1A~ CHRo tlY: ~- EMGgiE~R Of l'/OllK REVISION DESCIZIPTION OTTIER APPROVAL :ITY APPROVAL RVWO [lY; PROJECT NO. C.T; 97-13 . !o~z7-q/_l DATE: . ·. DflAWING NQ. 415·9M • .,.. .,.. I ' ::I 11111 iii nf ~•· ' • . Ill .......... . ·. --0------ !! !2 V "T ..... · ~~u~· ·Q· u.· L~~..J~4~iJd•L~b!!!!~ n ·• ,_ I " APPFlClV~O FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRil!91SIE LOCAflCNS OF PLAN.fl NG ARAAS, >•••,;,,, .. " ' . ·-; • ,. ,,,,' -.... .,-•'•· _,. r_.' • ~ NOil! 1. PLANS Me: D1.',GIV,MMA llCl ,Wg APJ>ROXlh!AIE. ALL PIPINQl. ~ALvl aox~s.,. ~~w PRf.'vf;H~s. E<;T., ~AU. llE LO<.A IN IDSl;;APl ARl!AS. NO IRRlllA TION EQIJ.IPM . T $11 . , QI!: LOC. Al. ED Ill lttE HAROSCAPE. GRQV. VA!,;.. aoxES Al'!D LOCAi( IN SHRVO AR(AS \'Iii .EVf.R f1OS$/J31.E. Z. FOR IRRIGA HON DETAILS SEE SJjEETS HI -20. 3, fOR IRRlGATION LEGEND AND NQ1E3 SU SliEET 21. 4, FOR IRRIOA TION CALCVLA TION3, SEI!: SHEET 22. ii. fO(! IRRI\IA llON SPE;ClflCA l]ONS, SEE Sllt!lS 23 & 24. -------~ -----------e,oNl ~OY,,l;J'\ r (24 a')rATION) AAINMA&TER. I I 7 I r1 \ \ \ "" ') \ . '-... CONlAACTOR. TO 1::XTl::NI.? !?XTAA Vil~~ TO TY'lO FUR.TffE!:fr VALVES (CONTRACTOR. TO $\!;;CU~!? $117~4~ O~ER. FR.IOR. TO CON!;)TRUC.TIONJ o· 10' 20' 40' AOL --·~ Ii. PLANNING ~--~·· ASSOCIATES -• ~~P't:"AN,_M ~, -'M'""ii LANDSCAPE ARCHITECTURE ~7i:lsrATiisfm;:e:r, su1ri"c' C A R L $ a A D, C A. 9 2 0 0 8 (11~721•11J1 DAIE: 10· f8 -04 --~-~-~- SUSMIIIA\.: . FINAL SUBMll TAL JOB NO: 20~22 URAWll BY: ADL/lG/CE __ .,,,......_.,.,.._~_,....,....-..,.......,...........,. ___ _ I" I" I 1/4" \ 1/4' ,. __ ::, .... /:, .. · - ,.-,,,,>:·.;: .. .>>,_ .. '---'--- 24;,1 KEYMAP .. , DRAWING Ny. ·~ 41G-9M I ::] ' . l ,)~ . ·.:A'· \! .. -~·1 I 'l-5v --~ ---- I I I / l; --------------- ,' ~I :!,I - ~------:.~~-=-~ -::: -~!---------·----------J,JI~ --,----* ---* ,2 //2" 19 ----------·-----I------, APPFlOVEDFOR PLANl'ING AND 111~11GA·r10N ONLY, INCLUDll'JG PRECISE LOCA"flONS OF PLAN.flNCl AREA~. · 'k----------- l'l 1 . ' . I ' ii • .. · . BU I LT" .· . '3•/8-07 --'--'1-'-"t)~· itXJ' :,-~/~lj . D.NE REVIEW£[) El'r'f .· .J I · . i"'l-4:{ !;(· ~,,.;tt --:· ·.·.·.·· (¢.t~ ,:R INSPEcrQiL.'.· .I ...... ··. iDAlE . r ·, ·.· I" • Communication \Vire adiaceiit t , 1• ';J o marn me l o I I APPF\OVED FO~l PLANTING ANO IFlRIGAflON ONLY, INCLUDING PFUICISE LOCA"rlONS OF PLAN'flNG Af"'EAS. ADL PLANNING ~-- ASSOCIATES-~ I ~ /" -· ------~.......,__ oO- ~- 2-" I I KEYMAP ~I 3 I ~ I JI j I I l ~I,, I ;, . I• ... """-• ~ -. -- 1. ''AS BUil f') . /;)·/t:>·O'( DATE --------------------------------------------·------------------------------------------· .. II ·111----:cc------ 111 Ill II .. I (w 6/4" - F-11 f.-12 6/4" f--------- NOT(t 1. PLAN:, ARE. DIAyfVl .• !11, MA nc ANO APP. ROXIMA l!f:, ALL PIPll10, VALVE EI.OXJ5, 6ACKF1..0W PRJvenms. EQT;, SHM.l. Elli ~OCA TED IN 1./\NDS'l.iAPJ A~f.AS, NO IRR. IIIJATION. tlllV)PMENT SHAU. 11( ~OCA1E() IN TIii HAAQSC.APE. CIROVP Y/\L \IE IJOXlS ANIJ LOC/\ ~ IN SHRVB AREAS \'1HENl\l(R POSSll:ILE. 2. FOR IRRIQAllOI{ DlTAILS SEE SliEETS HI -io .. J, FOR IRRIGATIOH Lt<l!.ND AND NOT!S Sl[ SltEET 21, ,i. FOR IRRIGA llo« CALQULA 11003, SU: SHEl!:T 22, 0. FOR IRRIGA !ION SPECJFlCA !IONS, SEil: SMKETS 23 at 24. I" -- -II. ..,...__,_, ____ --Ill- --■- . . . · ~r/4" ------~ -Zoi4 I~ . ' 3' J, J, . ()0~--z_;z._'l_'-',_l_l_/4_".lli:1--- --· ~l~l:/4=•~• _ ____...-----I 1/4", 9/4" ©-,,-~.~ ,-..).· .,:;;:.,<,u- Comnnmicalion wire adjacent to mainline ~ llll Iii If Ill ----1---- f-13 ---------. ~-:-- p=- co 6/4" 1 1/4" --I O ---9/4" I" -1110-0-w-- E-22 I 1/2' ro JO Communicatio'n wire adjacent to mainline APPflOVED FOil PLAN'flNG AND IRlllGArlON ONLY, INCLUDING JJR_f!CISE L.OCArlONS OF PLAN"flNO Al~liAS. ADL --·~~-- PLANNING --- ASSOCIATES __ r ~ 2 112' JI i 1/2" 4<l 4f- KEYMAP n1 .._ __ _,_ ____________ ,..,__ ___ ...,.. _ _;;"1~-"';;.;r·•::.i· . r.: ·" , 1/4" e, 4" II Ill 18. I "A BUil T" . -q~/~-Ol' -~'-" . EXP ~-2/• // · DAIE c.o -r- •--7 ... I 1/4'' II -=--;}Q,: Ill • --- I 1/2' 340 ~~~====--®--~, :114~ .. ::::7 ~~Nt"t4/4"~:===~';7-j-§-~-® 36 ------I 1/2" ZI> \ \/2" ~ J4 ---___.+---......... .,.,.. -----. ----·---'- ---... ·---.------~ I'_,. , / / I ----"'l"r""' 1:: ... ~ r:-.2e I 1/2" ':,f) I 1/:2" 40 I 1/2" J5 . ----------- F'-18 --. ._.. ~ -➔ --2' 2 1/2" . --------.:: -r-1.Jt::w~ri%-2J1=,,r. =r,:1~."~~'. -:~.··~.4••-:l" --\.;e,P.:~p.;,;_,tl; our q~~o-=•-;;;;;,,,~-·•·ii;:J.,~·~·~· ~·~~·§· a§·~· ~f--?~-=;-,--;,---_:;;i;:;;_==,:;;;,=<l4''..__ ----. ___ _ ---□-~--. . . ~' ·=----~ --.-:---0--.. -~7~~. i. 11_~ __ :_~. ' •. ' . . ,__-. B/4" ~~:=_------J.50- 11 '-=--"=-----=-~~~~~!}-:. -=· c-::-~~-~~::-:::::sl~-~-===-=-,,..<3l==;;B/✓~->~ :':-~■;11,,--4=~,,,,.-,dll=:/ll· --=,,...,:__m -__ ®,,• -< ~ . ~ _i■ ---~--~-- NOlE: 1. Pl.ANS ARE OIA~RAMf,IA IJC Af.!O APPR·O·XIMA.l!E.. ALL Pll'IN<l VAi.Vi lli'.lXf;5, BACKn.ow l'R~lt:rl9, EQT., !.i1ALL 91 LOCA 11.0 IN LAND$¢APt: A~!µS. NO IRAiOA1lOH tQl;!IPMf:tff SHALL .~t: LOCA .. llD IN 11-11 HAADSCAPt. GROUP Vl,l '<t BOX£$ ~ LOCA ll Iii SHAUii AREAS l~l!E.Niivtlt l'OiS!lil:!L£. 2. fOR IRRIGAllON DETAILS SE! StiEElS 18 -io. J. fO!I IMIGAllott L!~.ND AND NOTES SU: SI-IEET 21. 4. fOR IRRIOA '!JON CALCVLA llONS, SEE SHEET 2.2. o' ------------- -4" ' .... -.... -' ,._ •-="" -_,_ .· .... , .. .. ---- < <...... ;;l/4" Communication v, ire adjacent to mainline APPROVED F'C)fl PLANTING AND IRFllGA"flON ONLY, INCLUDING PRE.CISE: IO' LOCATIONS OF PLAN-rlNG AFlEAS. ADL .----~~ PLANNING --- ASSOCIATES __ _ ____ , _ _____,,..,_.,.......,~--- LANO f'>LANNlt~O LANDSCAPE ARCIJITECTURE 2979SrA1 I!: s'i'Rii!:r. si:i1 TE C CARLSBAD, CA. g2ooa ,..,.....,...~_.,...Gl •. N_.r....,s. \1E~~u~. ~l-~t ~-~J. c4 ·--------------•~----,-r---,~.~,=.;.=..,._ ifisPECTOI~ /.·•··, ~~ DATE --it 1,-I!-e v.r, !7:> d,S . .!'..•!:..F___!.,l-'e,/u.1:u.£''--"'---+--'-l · 1 SHEET, ,..,.crrY Ol.tl··•·. CARmB.Ab]. ·r.s=11=EE=-,s=-> ---·--1----------·--------f---'-t-~~l--.,,,'-'"l~""-"-;..c.1. ~ 1. 7 . l,. PLANNl0NG DEPAIHMENT 43 KEYMAP -~c-a~~. LANDSCAPF. llmtGATION PLAN FOR: • ....=-1--+---~---l--l---l-cl---"-"•-=1 r ARLSBAD OAKS NORTtI 10-18-04 t====t===t==================~==~l-----~:::::.I'-'-·-·. --1 ~~#·· PAPJ.~DA§tiJ':.jj.AYil'±i:ENUt±Et±& =[l==fU~(R£T(::5STSR([~.f == 20' 10' (1111)70-IIJI FU:(7!0)121·1J_U ._.__. -'. SVSMIIIAL: JO~ NO: tj .. . ,.• ... ,, ,. ,• --:~;-~_s_u_e_1i11_n_t-1-__ ~ -~-l-~ I-='~--------:_-_-_-_-_-_-_ -......,,1--.~=."".._.-, .. 1---. -. -.-+-I_-_-_ ~~0."~---l ~:qvi I LANNINQ -~~~-42~f:7 wj L. ........ ----""""---------------~----------------........ ·'· ... f_OR_IR_RI .. GA ... 1 ... ]0l'I_SP_EC-lfl_C_A_lJ0-1-iS .... -SE_t:_SI .. · 1-E' .. T .. S .. 2,...J ... ""-2 ... •_· -·-------------------=~=RA-=:=· B:r:, ·~·:-=-~::-~:::;:;U:/=:c:-E:-:=:-:-.:---:......:~;,;;u;;~:;;;}:=ER=Of;;;·1N;;;l~;;;l\;;;\;;;;;;;;;;;;;:;;R;;E;;V;;;IS=IO=t=1 ;;;;D:;;E;S;;;;C;;;;Rl=P=ll=O=N===;:f;o;;;~;;;;;~=(;;;AP;;;;P;;l:=~;~~:!-;;;;---::~~;:·~~AP2,:~~;=~7~;;;;~ zrnE-Li?Eo§~-li~~:--~i-~~·-i-~······~-~ ... ~,,~ .... 5;p~·~;;~js·e:2i7~T-2~3;;0.;;;;;~~D:;R;;~~:a/jNi_;~.M=N=().~; ·; 1 :/;---;_~ :~~:-;_/-~·~•:--~).\~-:;~; ~;>~ ~ •·v -~;.-! J .... ·•-·. ·: ~ ~ ;_.,.:··:: • , 0 4•• A • C •. ';," • • , •. •• _ '---\':j) 9 (1) BLOCKED TRUE UNION BALL VALVE ~ PVC MAINLINE-SEE IRRIGATION SPECS. FOR PIP,.E DEPTH (2} VALVE BOX -SEE IRRIGATION SPECS. @ PEA GRAVEL, 2 DEPTH (J) FINISH GRADE (/) 4" WIDE BRICK SUPPORT, ONE PLACED AT EACH CORNER @ SUP END CONNECTORS SUPPLIED WITH VALVE ([)i---=B-'-A-=L=-L _V'-'-A--'-"'L;;...;..V.=E _________ N_.T._S. - BALL VALVE ::Ii ::, ::Ii z 'i ::Ii ::, ::Ii z ::Ii • IX) ~ CD ® @ 0 ® ® (J) ® ® REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER WYE STRAINER BRASS RISER OR NIPPLE FINISH GRADE PVC SCH BO COUPLING (SXT) FROM WATER SOURCE PVC PRESSURE SUPPLY LINE, SEE SPECIFICATIONS F=I~-@ Ef----1@ © <ii) @ ® @ BRASS ELBOW (TWO REQUIRED) ® BRASS UNION @) BALL VALVE (jJ) THRUST BLOCK (TWO REQUIRED) @ 4" THICK CONCRETE PAD (2000 PSI) @ PRESSURE REGULATOR G INSTALL PER CMWD STANDARD DWG. W-20 ® BACKFLOW PREVENTER N.T.S. BFPCONC-PREG (1) HYDROSAFE ENCLOSURE, (SEE PLAN FOR SPECS) WITH A CERTIFICATE OF COMPLIANCE ISSUED BY MANUFACTURER ENCLOSURE SHALL BE STENCILED WITH: "CITY OF CARLSBAD MEDIAN IRRIGATION" @ FINISH GRADE ® (/) 11 DV. ELECTRICAL SERVICE IN RIGID CONDUIT SLEEVE TO POWER SOURCE PER LOCAL CODE. 2-3" DIA. PVC SCH. 80 LONG SWEEP ELLS FOR LOW VOLTAGE CONTROL WIRES & COMPUTER HARDWARE. IN 2" HIGH WHITE LETTERS ON STREET SIDE OF STAINLESS STEEL ENCLOSURE. (ZI PEDESTAL MOUNT AUTOMATIC CONTROLLER, SEE LEGEND @ 1 /2" X 54" COPPER GROUNDING ROD, C'ONNECT TO 11 DV. OUTLET PER MANUFACTURERS RECOMMENDATION. (J) ON/OFF DISCONNECT SWITH W/ 110V. GROUNDED OUTLET r,j) MOUNTING FLANGE W/ BOLTS TO BE SET IN 6" >:!I MIN. THICK 2000 PSI CONCRETE PAD @ CONTROLLER CONT-UNT2 - (1) FINISH GRADE UNIT 10X PIPE DIA. MIN. UPSTREAM (2) RECTANGULAR VALVE BOX (J) B" DIA. CL 160 PVC SLEEVE BOTTOM TO BE FLARED AND CONTACT TOP OF PRESSURE SUPPLY LINE © ~b~WM1b1t0~u~~f~RA~% ~~rs G> ci''kloBi~ia~~G COUPLER © FLOW SENSOR FLO-SNSR @ INSTALL AUTOMATIC RAIN SHUTOFF AS PART OF CONTROLLER ASSEMBLY AND PER MANUFACTURERS RECOMMENDATIONS. (Q) PVC PRESSURE SUPPLY LINE (J) .3/4" ELECTRICAL CONDUIT @ BELDEN #988.3 CABLE FROM SENSOR LEADS TO DATA DECODER, REFER TO PLANS FOR LOCATION 3/4" CRUSHED ROCK SUMP @) (ONE CUBIC FOOT) @) CONDUIT BUSHING N.T.S. ADL L PLANNING------,:. N.T.S. (D 3/4" LATERAL CZ) 3/4" QUICK COUPLER (J) LINE SIZE BALL VALVE eH+--{2l __ _..,__::., ----H---<3 ~---@ @) MAINLINE (SEE IRRIGATION PLAN FOR SIZE) @ SUBSURFACE LOCKABLE BOX © CROSS CONNECTION TEST STATION Ccts 3" TYP. N.T.S. (1) FINISH GRADE G) SLIP X MIPT PVC ADAPTOR (SCH. 80) (2 REQUIRED) CZ> RECTANGULAR VALVE BOX (J) 8" DIA. CL. 160 PVC SLEEVE BOTTOM TO BE FLARED AND CONTACT TOP OF PRESSURE SUPPLY LINE © BALL VALVE WITH ROUND HANDLE ®ISOLATION VALVE ISO-VILV APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ® (J) ® PVC PRESSURE SUPPLY LINE f 6r4" CRUSHED R~CK SUMP NE CUBIC FOOT UNION (SCH. BO) N.T.S. "AS BUil T" P.E. __ _ EXP ___ _ REVIEWED BY: INSPECTOR ASSOCIATES a a LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET. SUITE C C A R L S B A D, C A. 9 2 0 0 e --+--------------+---+--+----+---! ~ cirrLA£1rG D~P1~1~TBAD (710)729-8837 FAX,(760)729-8324 DATE, 10-18 -04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 LANDSCAPE IRRIGATION DETAILS FOR: CARLSBAD OAKS NORTH FARADAY AVENUE & EL FUERTE STREET DATE DATE fsREIBl ~ SCALE, N.T.S. DRA.WN BY: ADL/TG/CE 1--,=-=c-+-c=~+----------------+----+-=----li--,--=--t--=---t OWN BY: __ _ DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: PROJECT NO. C.T. 97-13 I DRAWING NO. _ 415-9M t5 w Ii: w :::> LL ....I w o!j w ~ ~ Cl <( a: tf. ::c I-a: ~ 0 z ~ 01 <( 0 Cl I ~ \o ~ a: () :I ,.._ .,.. ' :::i •o -Clo 1 (1) RECTANGULAR PLASTIC VALVE BOX WITH LOCKING BOLT LID {2) ELECTRIC REMOTE CONTROL VALVE (d) FINISH GRADE (/) 3/4" CRUSHED ROCK SUMP @ SCH. 80 NIPPLE (TYP) @ 4" WIDE BRICK SUPPORT, ONE PLACED AT EACH CORNER NOTE: VALVE SHAL HAVE A MINIMUM OF 4" @) PRESSURE SUPPLY LINE @ UNION (SCH.80) @ PVC SCH. 40 45 DEGREE FITTING, FOUR (4) REQUIRED CLEARANCs FROM THE BOTTOM OF THE VALVE BOX LID, AND 2' MINIMUM CLEARANCE FROM THE BOTTOM OF VALVE AND TOP OF GRAVEL SUMP. ® MASTER VALVE MCV1 CURB APPROX. 8" SIDEWALK 24" POTABLE SERVICE LINE 10' MINIMUM TO POTABLE MAIN LINE IN STREET METER BOX W/ METER RECYCLED WATER IRRIGATION MAIN LINE W/ SLEEVE VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAIN LINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAIN LINE IN THE STREET. 0 POTABLE SERVICE LINE CROSSING LINE-X 0 GEAR DRIVEN ROTOFI @ F1NIBH GRADE @ LATEFlALL»EPIPE © TEE IN LATERAL LINE PIPE © 3/4" )( 2" SCH. 00 ttll"PlE @ MIP X RP smEET ELL (2 FIEQUIRED) 0 12" SCH. 80 ttl'PLE @ MIP )( FIP STREET B.L @ POP-lJP ROTOR PU~Rl NT8 N.T.S. N.T.S. PULL BOX CONDUIT WIRE RUN _/ f"MI~ G) POP-UP SPRAY HEAD @ 1/2" X 8" SCH. 80 PVC NIPPLE (Z> FINISH GRADE @ 1/2" MIP X FIP 90 ELL (2 REQUIRED) (d) TEE IN LATERAL LINE PIPE (/) PVC SCH.40 STREET ELL ® 1/2" X 2" SCH. 80 PVC NIPPLE NOTE: PROVIDE MANUFACTURER INSTALLED ANTI DRAIN VALVE. ® POP-UP SPRAY HEAD N.T.S. PU-SH1 NOTES: • INSTALL PULL BOXES AS SHOWN ON PLANS • AT JUNCTIONS WHERE RUNS COMBINE, SPLICE COMMON GROUND IN PULL BOX _/ ----181+ UNMORTARED BRICK Pl.AN VIEW • PULL BOX COVER SHALL BE PERMANENTLY MARKED 'ELECTRIC' FOUNDATION CONTROL WIRES BEDDING MATERIAL ® PULL BOX PULL BOX LOCKABLE TOP (9-1 /2"X 16') ::,. ELEVATION (LMDAREAS) • CONDUCTORS FOR EACH CONTROLLER CLOCK SHALL BE HARNESSED SEPERATELY AND AT SUFFICIENT INTERVALS TO MAINTAIN A DEFINITE BUNDLE. • ALL SPLICES SHALL BE MADE WITH A PROPERLY SET MECHANICAL SPLICE CONNECTOR, ENTIRELY ENCLOSED IN SELF- CURING RESIN AND SHALL BE COMPLETELY WATERPROOF • ALL SPARE WIRE ENDS SHALL BE INSULATED IN THE SAME MANNER AS WIRE SPLICES • IF SPECIFIED, ALL SPLICES SHALL BE SOLDERED WITH METAWC ALLOY SOLDER PRIOR TO INSTALLING CONNECTORS • WIRE BUNDLES INSIDE PULL BOXES SHALL BE AT LEST 4 INCHES FROM THE UNDER SIDE OF THE BOX COVER. MINIMUM SIZE PULL BOX SHALL BE AS SHOWN ABOVE. LARGER BOXES MAY BE NECESSARY TO MEET THE 4 INCH CLEARANCE HEIGHT. • LOOP CONTROL WIRES INTO PULL BOX. ALL SPLICES ARE TO BE MADE IN PULL BOXES OR REMOTE CONTROL VALVE BOXES N.T.S. 0 1 z ::E ~ ~ I. ~ ::E co (D GE"AR DRIVEN SHRUB ROTOR @ '\/IT' #ST9 SPRINKLER TIE @ FINISH GRADE (z) 2-PVC SCH. 40 ELLS (TX T) & lo\ LATERAL LINE PIPE ONE PVC SCH. 80 THRE"ADED \V NIPPLE © TEE IN LATERAL LINE PIPE @ PVC SCH. 80 (GREY) RISER @ CHECK VALVE, REFER ® #4 REBAR SPRINKLER STABILIZER. TO SPECIFICATIONS. NOTE: SHRUB HEAD ON RISER NOT PERMITTED WITHIN 1 C1 OF WALKWAY ([) ROTOR ON RISER N.T.S. SR-RISER! STREET SURFACE 3.5 FEET POTABLE MAIN LINE (SEE IMPROVEMENT DRAWINGS) 12" MINIMUM REQUIRED VERTICAL SEPARATION SLEEvi.-----. RECYCLED WATER IRRIGATION MAIN LINE ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN THE FOLLOWING: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" OCTOBER 1993 ~ POTABLE MAIN LINE CROSSING N.T.S. LINE-X APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. "AS BUil T" P.E. ___ EXP REVIEWED BY: INSPECTOR DATE DATE LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET. SUITE C C A R L S B A D, C A, 9 2 D O 6 fSHili7 CITY OF CARLSBAD fSHEIBl 1----1----1-----------------+---l----+---+----1 ~ PLANNING DEPARTMENT ~ :=:=~=========--===! (710)729-Blll FAX:(710)729-8324 DATE; 10· 18 -04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 SCALE: N.T.S. DA TE INITIAL DRAWN BY: ADL/TG/CE ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE IRRIGATION DETAILS FOR: CARLSBAD OAKS NORTH FARADAY AVENUE & El FUERTE STREET ...__ _____ lo-Z7-0'/ ASSISTANT PLANNING DIRECTOR DATE: CHKD BY: __ _ OWN BY: ---PROJECT NO. I DRAWING NO. RVWD BY: C.T. 97-13 415-9M • ~ w b: w :::> LL ...J w ell w ~ ~ ~ it :r: -ta I-a: -0 z UI ~ <( I 0 0 -.a a§ ~ Cl) ...J a: c} 00 ~~--LI) ...0 .... ..!. ...J (D 10" ROUND VALVE BOX WITH PURPLE LID (Z) FINISH GRADE @ QUICK COUPLING VALVE ® PRESSURE SUPPLY LINE @ PVC STREET ELL (3 REQUIRED) •RECYCLED WATER QUICK COUPLING VALVES SHALL BE ATYPE DESIGNED FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER THE CARLSBAD MUNICIPAL WATER DIST. RULES AND REGULATIONS. @ PVC SCH 40 ELL OR TEE (/) PVC SCH. 80 NIPPLE (ID 3/4" CRUSHED ROCK SUMP (ONE CUBIC FOOT) @ PVC SCH. 80 NIPPLE @ 36' MIN. LENGHT #4 REBAR STABILIZER ATTACH WITH TWO STAINLESS STEEL BANDS @QUICK COUPLING VALVE N.T.S. QCV {l) PAVING (2) LATERAL LINE (IN SLEEVE) CD PRESSURE SUPPL y LINE (IN SLEEVE) © CONTROL WIRES (IN CONDUIT) . 4 . ., : 4 (J) 2" MIN t!2) BACKFlLL (SEE SPECIFlCATIONS) 112) RECYCLED WATER WARNING TAPE (SEE SPECIFICATIONS) ([) 30" COVER UNDER VEHICLE PAVING WITH SCHEDULE 80 SLEEVE, 18" COVER UNDER PEDSTRIAN PAVING WITH SCHEDULE 40 SLEEVES. •ALL SLEEVES TO BE TWICE DIAMETER OF PIPE (PER SPECIFICATIONS) ® TRENCHING / SLEEVING N.T.S. TRNCH-HS (D RECTANGULAR PLASTIC VALVE BOX W/ LOCKING BOLT LID, PURPLE IN ® 3/4" CRUSHED ROCK SUMP (ONE CUBIC FOOT) COLOR FOR RECLAIMED WATER (J) PRESSURE SUPPLY LINE (Z) ELECTRIC REMOTE CONTROL VALVE ® SCH. 80 UNION FINISH GRADE @ ® SCH. 80 PVC MALE ADAPTER ® PVC LATERAL LINE PIPE @ (VC i5cH. 40 90 DEGREE ELL © SCH. 80 NIPPLE (TYP) SXT @REMOTE CONTROL VALVE RCV '1' CONCAETf: THAUST eLOCK, M:FER \.V TO SPECIRCATIONS FOA SIZING ® OASKIIT FfTllNG @ "'"' 8B.l. ""DUCell © UNDISTURBED 90L @ CONG. THRUST BLOCKS COOC-te N.T.S. N.T.S. ADL L PLANNING --~-.. ASSOCIATES __ LANO PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 (760)729-86l7 HX:(760)729-8324 OAT£: 10-18-04 SUBMITTAL..: FINAL SUBMITTAL JOB NO: 20322 SCALE: N.T.S. DRAWN BY: ADL/TG/CE IRRIGATION NOTES ALL IRRIGATION SYSTEM COMPONENTS SHALL BE INSTALLED AS PER LOCAL CODE. CONTRACTORS SHALL SECURE ALL NECESSARY PERMITS. CHECK AND VERIFY ALL SITE CONDITIONS, UTILITIES AND SERVICES PRIOR TO TRENCHING. IF DURING CONSTRUCTION IT IS FOUND THAT THE SITE VARIES FROM THE DRAWINGS. NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORK. WHERE TREE$, LIGHT STANDARDS, ETC. ARE AN OBSTRUCTION TO SPRAYS, THEN PIPING AND SPRINKLER HEADS SHAU. BE ADJUSTED AND/OR RELOCA1EO AS NECESSARY TO OBTAIN FULL COVERAGE WITHOUT EXCESSIVE OVERTHROW. DO NOT EXCEED SPACING AS PER MANUFACTURER RECOMMENDATIONS. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. AU. PIPING SHAU. BE INSTALLED IN PLANTING AREAS EXCEPT WHERE IT IS INFEASIBLE. CONTRACTOR SHAU. FLUSH ALL MAINLINES PRIOR TO INSTAU.ATION OF VALVES AND AU. LATERAL LINES PRIOR TO INSTALLATION OF HEADS. SPRINKLER HEADS ARE AVAILABLE IN VARYING DEGREES OF ARCS. CONTRACTOR SHAU. PROVIDE, AT EACH HEAD, THE ARC MOST SUITED TO PROVIDE ADEQUATE COVERAGE AND PREVENT OVER SPRAY ON WALKS, ROADS, BUILDINGS, ETC. WHERE POSSIBLE, AU. PIPING, PVC ELECTRICAL SLEEVES, ETC., UNDER PAVING SHAU. BE INSTALLED PRIOR TO PAVING WORK. NO TEES, EL1.S, OR OTHER TURNS IN PIPING SHALL BE LOCATED UNDER PAVING. COORDINATE IRRIGATION WORK WITH PLANTING PLANS TO AVOID CONFLICTING LOCATIONS BETWEEN PIPING AND PLANT PITS. ALL QUICK COUPLERS ARE TO BE LOCA1EO IN SHRUB AREAS WHENEVER POSSIBLE AND PLACED SIX (6) INCHES FROM OUTSIDE HEADER. IF A QUICK COUPLER IS LOCATED IN A LAWN AREA IT MUST BE PLACED IN A SIX (6) INCH ROUND PLASTIC VALVE BOX. ALL HEADS, WHEN LOCATED ADJACENT TO CURBS, HEADERS, SIDEWALKS. WALLS. BUILDING, ETC., ARE TO BE A MIN. OF TWO (2) INCHES TO A MAX. OF FOUR (4) INCHES AWAY FROM THE STRUCTURES. ALL CONlROL WIRE SLEEVES UNDER VEHICULAR PAVING SHAU. BE SCHEDULE 80, WITH 30" MINIMUM COVER. AU. CONlROL WIRE SLEEVES UNDER PEDESlRIAN PAVING SHALL BE SCHEDULE 40, WITH 1B" MIN. COVER. PRIOR TO START OF GRADING, THE APPLICANT OR APPLICANfS AGENT SHALL OBTAIN CITY OF CARLSBAD APPROVAL OF A CONSlRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF lHE TIME WHEN EACH AREA IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. LANDSCAPE IRRIGATION SHALL BE APPLIED AT A RATE NOT EXCEEDING THE INFlLlRATION RATE OF THE SOIL (MINIMIZING EROSION AND WATER WASTE) BUT SUFFICIENTLY TO ALLOW FOR HEALTHY PLANT GROWTH. INSTALL POP-UP SPRINKLER HEADS WITHIN 10 FEET OF ALL PEDESlRIAN USES. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER AND ELEClRICAL SERVICES. IRRIGATION AND PLANTING SHALL TAKE PLACE AS IMPROVEMENTS PROGRESS. REFER TO SHEET 22 FOR "WORST CASE" IRRIGATION CALCULATIONS WATER COMPANY: CARLSBAD MUNICIPAL WATER DISTRICT PHONE NUMBER : {760) 438-3367 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. Underground Service Alert ~"" ,~ Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG "AS BUil T" P.E. __ _ EXP ___ _ REVIEWED BY: INSPECTOR DATE DATE 1--~f---+-----------+----+--+---+----lfsHmlO CITY OF CARLSBAD I SH43EETS I ~ PLANNING DEPARTMENT :===:..=========::::'..'.:===: LANDSCAPE IRRIGATION DETAILS & NOTES FOR: CARLSBAD OAKS NORTH FARADAY AVENUE & EL FUERTE STREET ~=---/o-27.qt./ 1----+--+---------------+----+--t----+---f ~AS~s=1s=T~AN_,,,T,!',;;lllPL 21 A~NN£1-,,!NG DIRECTOR DATE: APPROVED I DRAWING NO. . 415-9M 1--~c-+~~+---------------+----+--t----+---f DWN BY: __ _ DAT£ INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. C.T. 97-13 ~ w ~ w => LL ...I w ~ . w ~ ~ 0 ~ tt :c ~ I-a: 0 \J1 z ~ I c§ \o 0 o5 :? ~ ~ O> .... ' :::J 4~~ \M 0 IRRIGATION HEAD LEGEND SYMBOL DESCRIPTION MANUFACl\JRER/MODEL ARC PSI RAO. DIS9,tip°'.,~ SPACING DETAIL ® NOZ21.E o.l50 M1NI--ROlOR HEAD HUNlER• / PCM-SERIES VARIES 1111 17' 0.511 15'-17' . ® NOZ2lE O. 75 MINI--ROlOR HEAD H\JNlER• / PGM-SERIES VARIES 1111 18' 0.811 15'-11!1' . © NOZZLE I.OD MINI-ROTOR HEAD HUNTER• / POii-SERiES VARIES l50 20' 1.10 15'-2o' . @ NOZZLE 1.50 MINI-ROTOR HEAD HUNlER• / PCM-SERIES VARIES l50 25' 1.70 19'-25' . ® NOZZI..E 2.00 MINI-ROlOR HEAD HUNlER• / PCM-SERIES VARIES l50 27' 2.30 21'-27' . © NOZZI.E 3.00 ROTOR HEAD HUNlER• / PCM-SERIES VARIES l50 30' 3.40 23'-30' . SYMBOL DESCRIPTION MANUFACl\JRER/MODEL ARC PSI RAD. DISfcrtJiGE SPACING DETAIL CD PO-SERIES-01 HUNTER" / NOZZLE 11 ROTOR HEAD .. VARIES 50 29' 0.7 22'-29' . @ PG-SERIES-02 HUNTER" / NOZZLE 12 ROTOR HEAD•• VARIES tlO 30' 0.9 23'-30' . ® PG-SERIES-DJ HUNTER" / NOZZLE f3 ROTOR HEAD .. VARIES 50 31' 1.2 24'-31" . @ PG-SERIES-04 HUNTER" / NOZZLE f4 ROTOR HEAD VARIES 50 34' 1.e 28'-34' . ® PG-SERIES-05 HUNTER" / NOZZLE (l(J ROTOR HEAD VARIES 50 38' 2.0 211'-38' . @ PO-SERIES-De HUNlER" / NOZZLE (l(J ROTOR HEAD VARIES 50 4o' 2.7 3o'-4D' . <i) PO-SERIES-07 HUNlER• / NOZZLE f1 ROTOR HEAD VARIES l50 42' 3.4 32'-42' . ® PO-SERIES-De HUNlER• / NOZZI£ flJ ROTOR HEAD VARIES l50 43' 4.2 33'-43' . @ PG-SERIES-09 HUNlER• / NOZ2lE 19 ROTOR HEAD VARIES l50 48' M 3:S'-48' . @ PO-SERIES-10 HUNTER" / NOZZLE 11 D ROTOR HEAD VARIES 50 48' e.e 38'-48' . @ PG-SERIES-11 HUNlER• / NOZZLE 111 ROTOR HEAD VARIES 50 48' 9.9 3$'--18' . @ PG-SERIES-12 HUNlER• / NOZZLE 112 ROTOR HEAD VARES 50 48' 12.2 38'--18' . SYMBOL DESCRIPTION MANUFACl\JRER/MODEL ARC PSI RAO. Dl~GE SPACING DETAIL ■eA 10' SPRAY HEAD -12" POP UP RAINBIRD / IIIOO--SERIES-10F-LA 3110" 30 1o' .39 lo' . "18 A 1o' SPRAY HEAD -12" POP UP RAINBIRD / 111DD-SERIES-10H-LA 1110" 30 1o' .711 10' . "'81 ~ & to' SPRAY HEAD -12" POP UP RAINBIRD / 1 IIOO--SERIES-10Q-LA 90° 30 10' 1.57 lo' . ~Q~ 1o' SPRAY HEAD -12" POP UP RAINBIRD / IIIOO--SERIES-10-VAN VARIES 30 to' VARIES to' . .... 12' SPRAY HEAD -12" POP UP RAINBIRD / IIIOO--SERIES-12F 3110" 30 12' .811 12' . ~8&. 12' SPRI\Y HEAD -12" POP UP RAINBIRD / 1B00-SERIES-12H ltlO' 30 12' 1.30 12' . ~~& 12' SPRAY HEAD -12" POP UP RAINBIRD / 1e00-SERIES-12Q 90' 30 12' 2.eo 12' . ~Qi~ 12' SPRAY HEAD -12" POP UP RAINBIRO / 1B00-SERIES-12-VAN VARIES 30 12' VARIES 12' .... 111' SPRAY HEAD -12" POP UP RAINBIRD / I800-SERIES-HF 3110" 30 Iii' .IJ I!!~~ 15' SPRAY HEAD -12" POP UP RAINBIRO / 1800-SERIES-ISH 180" 30 Iii' 1.85 ~~~ 111' SPRAY HEAD -12" POP UP RAINBIRD / 1800-SERIES-150 acr 30 111' 3.70 111' ~Q)& 15' SPRAY HEAD -12" POP UP RAINBIRD / 1800-SERIES-15-VAN VARIES 30 111' VARIES 111' 00 5' SPRAY HEAD -12" POP UP RAINBIRD / 5 SERIES MPR acr JD Ii' .t 8' [SJ SIDE STRIP SPRAY HEAD RAINBIRD / 1800-SERIES-IIISST 4• X 30" 30 4" X 30' 1.21 15' [ID END STRIP SPRAY HEAD RAINBIRD / 1800-SERIES-15EST 4' X 15' 30 4" X 151 .81 Iii' • llilS NOTE Al'l'UES TO AU. ROTOR HEADS ONLY. THE CONTRACTOR SHAU. INSTAU. 3110 DEGREE FIMED ARCS Ytt1ERE POSSIII.E. AU. O'IHER ARCS SHALL BE MADE ADJUSTAIII.E. CONlRACTOR SHAU. DETERMINE EXACT ARC IN THE FIELD. •• HUNlER PO-SERIES NOZZLES I, 2, & 3 Will. REQUIRE lliE USE OF THE FINE MESH (WHt'IE) FILlER SCREEN, PER MANUFACTURERE'S SPECIFICATIONS. MANUFAClURER'S EFl'I.UENT (PURPLE) COVERS SHAU. BE INSTAI.I.ED ON AU. HEADSSPECIFlm TO BE SERVICED BY RECLAIMED WATER. IRRIGATION EQUIPMENT LEGEND SYMBOL DESCRIPTION MANUFACl\JRER MODEL NUMBER DETAIL / SHT. # IBJ [G] 0 B E P.O.C. ® S)VBQI 6- ~ 0 PBQP05EQ WAJER MEIER -{PER CML DRAWINGS) AUJOYAJIC CONI!O! t EB -SEE PLAN f'OR SIZE REDUCED PRES! IRE BACICBDW !:SSEMBIY WllH BALL VALVES le VERTICAL Fl.OW IN/VERTICAL Fl.OW OUT CONFIGURATION • PRESSURE REP 1!1\TQR Willi A STANDARD SPRING RANGE OF 25 -75 PSI • BLQCKEQ JRtlE UNION SN I YAI 'l£ LINE SIZE,, IN VAL VF. BOX. QIUCK CQlJPbEB YN-,Y£,. 1•: TYP. WllH LOCKING PURPLE COVER MASJER VAl,IIE (NORMAU.Y OPENED). "1TH EPOXY-COATED PURPLE COVER. SEE PLAN FOR SIZE, INSTAL!.ED IN VALVE BOX. PRf,SSUB£ BEG! JLADNG El ECIBIC RENOTE CONTROL SCRUBBER YAL,\IE INSTAl1ED IN VALVE BOl<. PEQ ANEP WAJEB PYRflE LAJERAL Lt£: SEE SPECIFICATINS FOR PIPE DEPlli. em wm WAIEB PURPLE MAINLINE: SEE SPECIFIC/\ TIONS FOR PIPE DEPTH. RECLAIMED WA 1ER PURPl.E SLEEVE: SEE SPECIFICATIONS FOR PIPE DEPTH. END CAP -SOl.'IENT ~ CAPPED END FOR F\JlURE USE. PUU. BOX POINT OF CONNECTION Fl.OW SENSOR VALVE CALLOUT SYMBOLS RAINMASlER WATTS WILKENS KING BROS. IND • NELSON SUPERIOR RAINBIRD PACIFIC PLASTICS PACIFIC PLASTICS PACIFIC PLASTICS CALSENSE CONTROLLER -------;:::::i--~,=.~---VALVE NUMBER A-5 , VALVE SIZE QF'S Bl JOI ,2" 53.4 '----VALVE DISCHARGE {GPM) INDICATES 8" POP-UP ROTOR OR SPRAY HEAD IN LAWN AREAS -FOR HUNlER PGM SERIES HEADS USE PGN-90-A-Y QR PGM::90-f-Y POP-UP Willi CHECK VALIIE. . RME-SENTAR-SERIES U009AQT-SERIES 500-SERES BlU-V-SERIES 7845 3100-SERIES PESB..PRS-B-SERIES PVC CLASS 200 PVC CLASS 3111 (2" & GREATER) SCH. 40 (t-1/2" & SMAil.ER) PVC SOIEDULE 40 . . . FM-l.2!511 -FOR RAINBIRD 1e00 SERIES HEADS USF ]808 SAM-PBS PRESSURE REGULATING SEAL-1\-MATIC POP-UPS WITH PRESSURE COMPENSATING SCREENS {PCS) SIZED PER MANUFAClURER'S SPECIFICATIONS FOR RADIUS REDUCTION. INDICATES 12" POP-UP HEAD IN SHRUB AREAS -FOR HUHlER PG SERIES HEADS US£ PQH-Al>)( QR PQH-,,OY HIGH-POP WITH CHECK VALIIE. -FOR HUNTER PGM SERIES HEADS USE PGN-12-A-Y QR PGM-]2-F Y POP-UP Willi CHECK VALIIE. -FOR RAINBIRD 1e00 SERIES HEADS USF J8QO $AM PR$ PRESSURE REGULATING SEAL-A-MATIC POP-UPS Willi PRESSURE COMPENSATING SCREENS {PCS) SIZED PER MANUFACTIJRER'S SPECIFICATIONS FOR RADIUS REDUCTION • INDICATES SHRUB HEAD ON RISER -FOR HUNTER PG SERIES HEADS USE P!IS::AQY QR PQS:,,OY !lliRUB HEAD Willi CHECK VALIIE. -FOR HUNTER PGM SERIES HEADS USE PQM-PQ;;A Y QR PGN-W E-Y SHRUB HEAD WITH CHECK VALVE. -FOR RAINBIRD t eoo SERIES HEADS USE I 800 l'C$ SHRUB HEADS ON RISERS WITH PRESSURE COMPENSATING SCREENS SIZED PER MANUFACTURER'S RECOMMENDATIONS TO ACHIE'YE CATALOG PERFORMANCE AT 30 P.S.I. AND RADIUS REDUCTION. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ADL L PLANNING ---• ---= •• ASSOCIATES ma . . 0/25 . A/25 N/27 G/28 0/27 . . . N/A K/28 N/A "AS BUil T" P.E, __ _ EXP----DA1E REV!EWED BY: INSPECTOR DA1E LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 fsHml CITY OF CARLSBAD ~ l---+---+----------------+---+---+--+---1 ~ PLANN!NG DEPARTMENT ~ ::====-'===:::::::::::::::::::::::::::==:::::::::::::==~===: (7io)7Zi-8637 fAX:(760)7Zi-8JZ4 DATE: 10-18-04 SUBMITTAL: FINAL SUBMITTAL JOB NO, 20322 SCALE: N/A DA TE INITIAL DATE INITIAL DRAWN BY: ADL/TG/CE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL LANDSCAPE IRRIGATION LEGENDS FOR: CARLSBAD OAKS NORTH FARADAY AVENUE & EL FUERTE STREIT ~"P~P=R=o~,,....,,!D~~!!0:JL~,L_~,.b-=------b-z7 -ot-/ ASS!STANT PLANNING DIRECTOR DATE: OWN BY: ---1 CHKD BY: ---1 RVWD BY: PROJECT NO. C.T. 97-13 DRAWING NO. 415-9M ~ Cl) w Ii: w :::, u.. ...J w ~ w ~ ~ 0 ~ tt :c ~ ~ a: 0 z u, ~ c5 ' 0 \J) i'.i§ ~ .:3: a: c3 @ ' :::i . PRESSURE CALCULATIONS A PRESSURE CALCULATIONS B PRESSURE CALCULATIONS C PRESSURE CALCULATIONS D Flemote Control Valve A-23 Max. Demand (GPM): 50 Remote Control Valve 8-24 Max. Demand (GPM): 47 Remote Control Valve C-4 Max. Damand (GPM): 50 Remote Control Valve D-2 Mex. Demand (GPM): 49 POC/Water Meler A Pressur& Available; 96 POC,Water Meter B Pressure AvallabJe: 95 POC/Water Meter C Pressure Available: 138 POC/Wator Meter D Pressure Available: 138 MAINLINE/VALVES: llEM LOSS MAINLINENALVES: llEM LQSS MAINLINENALVES: llEM LOSS MAINLINE/VALVES: lll'M LO.SS 1 1/2' Water Meter 50 • 4.90 1 1/2' WBter Meter 47 • 3.90 1 "1/2" Water Meter 50 • 4.90 1 1/2' Water Meler 49 = 4.70 2' Backflow Device 50 = 14.00 2' Backflow Device 47 • 14.00 2' Backflow Device 50 • 14.00 2' Baokflow Device 49 . 14.00 FIiter = FIiter = Filler • FIHer = 1 1/2" Master Valve 50 = 2.40 1 112· Master Valve 47 = 2.60 1 1/2" Master Valve 50 • 2.70 1 112· Master Valve 49 = 2.70 2' Flow Meter 50 • 0.50 2" Flow Meter 47 = 0.50 2· Flow Meter 50 • 0.60 2" Fk:lw Meter 49 = 0.50 Pressure Reducer • Pressure Reducer • Pressure Reducer • Pressure Reducer • 2 1/2" Gate/Ball ValVe 50 • 0.60 2 1/2" Gate/Ball Valve 47 -0.50 2 1/2" Gate/Ball Valve 50 • 0.50 2 1/2' Gale/Ball Valve 49 = 0.50 1600 L.F. of 2 1/2" Malnllne 50 • 12.16 1600 L.F. of 2 1/2' Mainline 47 -10.08 3150 L.F. of 2 1/2' Malnllna 50 = 23.94 1600 LF. of 2 112" Malnllne 49 = 12.16 L.F.of 2" Mainline = 1200 LF. of 2· Mainline 47 • 19.00 L.F.of 2" Mainline 50 • 540 L.F. of 2" Mainline 49 = 10.48 L.F. of 1 1/2' Mainline • L.F. of 1 1/2' Malnllna = LF. of 1 1/2' Mainline 50 • L.F. of 1 1/2fl Mainline 49 • 1 1/2' Control Valve 50 • 2.40 1 1/2' Control Valve 47 • 2.60 1 112' Control Velva 50 • 2.40 Control Valve 49 = Drip Vatve • Drip Valve • Drip Valve = Drip Valve = Subtotal MalnllneNalve PSI Lose: 36.86 Subtotal MalnllneNelve PSI Lo•s: 53.18 Subtotal MalnUn&/Valve PSI Loss: 48.94 Subtotal Ma!nllneNalve PSI Loss: 45.04 l.ATl:RAL LINES: LATERAL LINES: LATERAL LINES: LATERAL LINES: 5 L.F. of 2" Lateral@ 50 • 0.00 40 L.F. ol 2• _ Lateral o 47 • 0.50 2 L.F. of 2" Lateral 0 50 • 0.00 2 L.F. of 2" Lateral 0 49 • 0.00 L.F. of 1 1/2" Lateral@ 35 = L.F. or 1 1/2" Lateral @ 35 • LF. of 1 1/2" Lateral O 35 • o.o 0 L.F. of 1 1/2" La1eral@ 35 = 0.0 L.F. of 1 1/4" Lateral@ 26 • L.F. ol 1 1/4' Lateral@ 26 • 2 L.F. of 1 1/4' Lateral@ 26 • 0.1 2 L.F. of 1 1/4' Lateral@ 26 • 0.1 53 L.F. o1 1" Lateral@ 16 = 1.5 40 L.F. or 1" Lateral @ 16 • 1.2 22 L.F. of 1· Lateral@ 16 -0.7 26 L.F. of 1· Lateral @ 16 = 0.8 110 L.F. o1 3/4" Lateral@ 10 • 4.5 130 l.F. of 3/4• Lateral@ 10 • 5.6 115 L.F. of 3/4" Lateral@ 10 = 5.0 100 L.F. of 3/4' Lateml@ 10 • 4.3 L.F. of 1/2' Lateral 0 • L.F. of 1/2" La1oral@ = L.F. of 1/2' Lateral@ • 0 L.F. of 1/2' Lateral@ = 0.0 Loss Thru Fittings (10%) • 0.60 Loss Thru Fittings (100/4) • 0.73 Loss Thru Fittings (10%) • 0.58 Loss Thru Fittings (10%) = 0.52 Subtotal Lateral Uno PSI Losa: 6.60 Subtolal Lateral Lim, PSI Loss: 8.03 Subtotal Lateral Line PSI L088: 6.33 Subtotal Lateral Une PSI Losa: 5.67 Loss or Gain Thru ·85 Total Elev. Change -36.81 Loss or Gain Thru -60 Total Elev. Change -25.98 LOH or Oain Thru -93 Total Elev. Change -40.27 Loes or Oe.ln Thru -80 Tolal Elev. Change -34.64 Subtotal System PSI loss: 6.65 Subtotal System PSI loss: 35.23 Subtotal System PSI loss: 15.00 Subtotal System PSI loBl!I: 16.0B TOTAL PRESSURE AVAILABLE: 95.0 TOTAL PRESSURE AVAILABLE: 96.0 TOT AL PRESSURE AVAILABLE: 138.0 TOTAL PRESSURE AVAILABLE: 138.0 SUBTOTAL SYSTEM LOSS: 6.65 SUBTOTAL SYSTEM LOSS: 36.23 SUBTOTAL SYSTEM LOSS: 16.00 SUBTOTAL SYSTEM LOSS: 16.1 PRESSURE REQUIRED AT HEAD: 30.00 PRESSURE REQUIRED AT HEAD: 50.00 PRESSURE REQUIRED AT HEAD: 30.00 PRESSURE REQUIRED AT HEAD: 30.0 TOTAL PRESSURE LOSSES: 36.66 TOTAL PRESSURE LOSSES: 85.23 TOTAL PRESSURE LOSSES: 45.00 TOTAL PRESSURE LOSSES: 46.08 RESIDUAL WATER PRESSURE 68.35 RESIDUAL WATER PRESSURE 9.77 RESIDUAL WATER PRESSURE 93.00 RESIDUAL WATER PRESSURE 91.94 PRESSURE CALCULATIONS E PRESSURE CALCULATIONS F Remote Control Valve E-25 Max. Demand (GPM): 60 Remole Control Valve F-17 Mox. Domond (GPM): 50 POC'../Water Meter E Pre$Sure Available: 127 POC/Water Meter F Pressure Avallable: 127 MAINLINENALVES: !al'.M LQ.6.S MAINLINE/VALVES: lll'M LOSS 1·1/2" Water Meter 50 • 4.90 1-112" Water Meter 50 • 4.90 2· Backllow Device 50 • 14.00 2" Backflow Device 60 • 14.00 Fiber • Filter • 2" Mester Valve 50 • 2.66 2" Master Valve 50 • 2.65 1-1/4" Flow Meter 50 • 0.50 1-1/4" Flow Meter 50 = 0.50 Pressure Reducer • Pressure Reducer • 2-1/2" Gale/Ball Valve 50 -0.50 2-112· Gate/Ball Valve 60 • 0.05 2000 LF. of 2-1/2' Mainline 50 = 15.20 2100 L.F. o1 2-1/2" Malnllne 50 • 15.96 L.F. of 2' Mainline • L.F. of 2" Malnllne • L.F. of 1-1/2" Mainline • L.F. of 1-112" Malnllne • 1-1/2' Control Valve 50 • 2.40 1-1/2" Control Valve 60 • 2.40 Drip Valv9 -Drip Valve = Subtotal Malnlln9/Valva PSI Loss: 40.15 Subtotal MalnllneNalve PSI Loss: 40.46 LATERAL LINES: LATERAL LINES; 5 L.F. of 2' Lateral 0 50 • 0.00 2 L.F. of 2' Lateral 0 !O • 0.0 L.F. of 1 1/2" Lateral 0 • 0.00 L.F. of 1 1,2~ Ulterat@ 36 • 0.0 2 L.F. ol 1 114' Lateral 0 26 • 0.05 2 L.F. of 1 1/4' Lataral@ 26 • 0.1 45 L.F. of 1" Lateral 0 16 • 1.40 40 L.F. of 1' Lateral@ 16 • 1.25 70 L.F. of 3/4' Leteral 0 10 • 3.00 104 L.F. of 3/4' Lateral @ 10 • 4.50 L.F. ol 1/2' Lateral 0 . • L.F. of 1/2' Lateral @ • .-: Loss Thru Fittings ( 10%) • 0.46 Loss Thru Fittings (10%) • 0.6 Cf) UJ Subtotal Lateral Line PSI Lose: 4.90 Subtotal Lateral Line PSI Loas: 6.38 I-0:: Loss or Gain Thru 96 Total Elev. Change 41.14 Loss or Gain Thru 112 Total Elev, Change 48.5 UJ ::::i Subtotal System PSI loss: 86.18 Subtotal System PSI loss; 95.3 LL _J UJ TOTAL PRESSURE AVAILABLE: 127.00 TOTAL PRESSURE AVAILABLE: 127.0 SUBTOTAL SYSTEM LOSS: 86.2 SUBTOTAL SYSTEM LOSS: 95.3 ~ PRESSURE REQUIRED AT HEAD: 30.0 PRESSURE REQUIRED AT HEAD: 30.0 "AS BUil T" TOTAL PRESSURE LOSSES: 116.18 TOTAL PRESSURE LOSSES: 125.3 RESIDUAL WATER PRESSURE 10.82 RESIDUAL WATER PRESSURE 1.7 LU ~ ~ APPROVED FOR PLANTING AND P.E. EXP DATE IRRIGATION ONLY, INCLUDING PRECISE REVIEWED BY: ADL LOCATIONS OF PLANTING AREAS. 0 ~ tf. ~ J: PLANNING INSPECTOR DATE ASSOCIATES • -LIE] CITY OF CARLSBAD ~ L. A N D p L. A N N I N G 2 PLANNING DEPARTMENT . LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C LANDSCAPE IRRIGATION CALCULATIONS FOR: C A R L S 8 A D, CA. g 2 o o a CARLSBAD OAKS NORTH \-1>,t<DSC4,o~ {760)721-8637 ru:(760)720-83!4 FARADAY AVENUE & EL FUERTE STREET ~ ~-LAWso 11' Q:= Q~..\ 1-, ~ DATE: 11'· .,. 04 4i~ 1d-:,_ 0 APPROVE~~ ,_ :"~-... :x:. SUBMITTAL: l"INAL.. SUBMITTAL ., /0--27-ot/ 11~ 'T .. _ ,. ,·. "" ,. --, JOB NO: 20322 ASSISTANT PLANNING DIRECTOR DATE: ~ :\ I, ,;;70, f!} 0-"-'y OWN BY: I PROJECT NO. I DRAWING NO. * * SCALE: N/A DATE INlllAL DATE INlllAL DATE INITIAL CHKD BY: Q.f L I ~\ I" DRAWN BY: ADL/TG/CE ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: C.T. 97-13 415-9M I-a: '-l'\ 0 z ~ I <( \.0 0 0 <( ~ 00 Cf) ...J 0:: tS ,- C\J ' :J -1.o ~ U' ~ N NOTE: CARLSBAD MUNICIPAL WATER DISTRICT RECYCLED WATER SPECIFICATIONS TAKE PRECEDENCE OVER THE FOLLOWING SPECIFICATIONS. SECTION D2810 -IRRIGATION SYSTEM PART 1 -GENERAL 1.1. RELATED DOCUMENTS: 1.1.1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION-1 SPECIFICATION SECTIONS, APPLY TO WORK OF THIS SECTION. 1.1.2. CITY OF CARLSBAD'S LANDSCAPE MANUAL. 1.1.3. CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARD SPECIFICATIONS FOR WATER, SEWER AND RECYCLED FACILITIES. 1.1.4. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH , RECYCLED WATER PLAN CHECK AND INSPECTION MANUAL, DATED DECEMBER, 1997. 1.2. DESCRIPTION OF WORK: 1.2.1. THE WORK CONSISTS OF FURNISHING LABOR, TOOLS, MACHINERY, MATERIALS, AND PROCESSES REQUIRED TO COMPLETE THE SPRINKLER IRRIGATION SYSTEM DESCRIBED HEREIN AND SHOWN ON THE DRAWINGS. 1.2.2. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COMPLETE SPRINKLER SYSTEM, INSTALLED READY FOR USE WITHOUT FURTHER COST IN LABOR OR MATERIALS TO THE OWNER, ANO COMPLYING WITH ALL APPLICABLE CODES, SPECIFICATIONS AND DETAILS. 1.3. QUALITY ASSURANCE: 1.3.1. SUBCONTRACT WORK TO A SINGLE FIRM SPECIALIZING IN IRRIGATION WORK. CONTRACTOR SHALL POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE WORK OF THIS CONTRACT INCLUDING A C-27 LANDSCAPING LICENSE. 1.4. SUBMITTALS: 1.4.1. PRODUCT DATA: 1.4.1.1. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE FOR APPROVAL OF ITEMS DIFFERENT THAN THOSE SPECIFIED. APPROV- AL OF ANY ITEM, ALTERNATE OR SUBSTITUTE, INDICATES ONLY THAT THE PRODUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF' THE INFORMATION OR SAMPLES SUBMITTED. 1.4.1.2. THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY CITY, THE LANDSCAPE ARCHITECT, OR THE OWNER'S AUTH- ORIZED REPRESENTATIVE. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE AND REPLACE SUCH MATERIALS FROM THE SITE AT HIS OWN EXPENSE. 1.4.2. RECORD DRAWINGS: 1.4.2.1. PRIOR TO FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS WHICH RECORDS ALL FIELD REVISIONS TO THE IRRIGATION SYSTEMS. RECORD DRAWINGS SHALL BE PREPARED ON 2 SETS OF BLUEPRINTS FOR REVIEW AND APPROVAL BY ARCHITECT AND CITY. THIS INCLUDES, BUT IS NOT LIMITED TO POINT OF CONNECTIONS, AUTOMATIC CONTROLLER, BACKFLOW ASSEMBLY, AUTOMATIC CONTROL VALVES, ISOLATION VALVES, QUICK COUPLING VALVES, PRESSURE SUPPLY LINE ROUTE AND CONTROL WIRE ROUTE. 1.4.2.2. IMMEDIATELY UPON THE INSTALLATION OF ANY BURIED PIPE OR EQUIPMENT, THE CONTRACT- OR SHALL INDICATE ON THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS, SIDEWALKS, CURBS AND DRIVEWAYS. 1.4.2.3. ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON DRAWINGS SHALL BE SO INDICATED ON THE RECORD DRAWINGS. 1.4.2.4. AUTOMATIC CONTROLLED VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE DESIGNATED IN THE FIELD. 1.4.2.5. ALL APPURTENANCES SHALL BE LOCATED BY MEASURED DIMENSIONS. TWO DIMENSIONS TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST FOOT. 1.4.3. CONTROLLER CHARTS: 1.4.3.1 A SET OF CONTROLLER CHARTS SHALL BE SECURED ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER. THE CONTRACTOR SHALL PREPARE A COLOR-CODED CHARTS SHOW THE VALVES, MAINLINE, AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. 1.4.3.2. W/ IN EACH CONTROLLER, EACH VALVE SYSTEM SHALL BE IDENTIFIED BY A UNIQUE COLOR. 1.4.3.3. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAWINGS. ONLY THOSE AREAS CONTROLLED BY THAT CONTROLLER SHALL BE SHOWN. 1.4.3.4. CONTROLLER CHARTS SHALL BE A PLOT PLAN, ENTIRE OR PARTIAL, SHOWING BUILDINGS, WALKS, ROADS AND WALLS. A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE THAT WILL FIT IN THE CONTROLLER COVER. 1.4.3.5. THIS PRINT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE AND SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF TEN MIL. THICK PLASTIC. 1.4.4. EQUIPMENT, KEYS, MANUALS & CERTIFICATIONS: 1.4.4.1. UPON COMPLETION OF THE CONTRACTOR'S MAINTENANCE PERIOD, THE CONTRACTOR SHALL PROVIDE THE FOLLOWING EQUIPMENT: (2) STANDARD QUICK COUPLING KEYS AND MATCHING SWIVELS FOR POTABLE WATER IRRIGATION SYSftMS. (2) ACME THREAD QUICK COUPLING KEYS AND MATCHING SWIVELS FOR RECYCLED WATER IRRIGATION SYSTEMS. (2) SETS OF TOOLS REQUIRED FOR SERVICING AND/OR ADJUSTING EACH SPRINKLER AND VAL\tt.. TYPE. 1.4.4.2. THE CONTRACTOR SHALL PROVIDE TWO SETS OF KEYS FOR EACH CONTROLLER ENCLOSURE. 1.4.4.3. THE CONTRACTOR SHALL PROVIDE TWO SETS OF SERVICE MANUALS FOR ALL IRRIGATION EQUIPMENT INSTALLED. 1.4.4.4. BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND THE RESULTS MUST BE GIVEN TO THE OWNER AND WATER DISTRICT. 1.4.5. GUARANTEES: 1.4.5.1. CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND CON- CLUSION OF THE MAINTENANCE PERIOD. GUARANTEE SHALL COVER THE COMPLETE IRRIGATION SYSTEM, INCLUDING SETTLING OF THE BACKFILL IN TRENCHES AND REPAIRS AND/OR REPLACEMENT OF ANY MATER~L DAMAGED THEREBY OR THEREFROM. 1.4.5.2. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. PART 2 -RECYCLED WATER NOTES 2.1. CARLSBAD MUNICIPAL WATER DISTRICT: 2.1.1. ALL ON-SITE IRRIGATION IMPROVEMENTS SHOWN ON THESE PLANS ARE PART OF A RECYCLED WATER DISTRIBUTION SYSTEM. NO CONSTRUCTION WILL BE ALLOWED UNTIL ALL APPROVALS HAVE BEEN OBTAINED. 2.1.2. CROSS CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 2.1.3. USE DF RECYCLED WATER SHALL BE ADHERE TO TITLE 22, DIVISION 4, CHAPTER 3 OF THE CALIFORNIA CODE OF REGULATIONS AND CURRENT RULES, REGULATIONS AND SPECIFICATIONS OF THE DISTRICT. 2.1.4. THE CITY INSPECTOR SHALL BE NOTIFIED 48 HOURS (2 WORKING DAYS) PRIOR TO THE START OF CONSTRUCTION. ALL WORK PERFORMED WITHOUT BENEFl'r OF INSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL. 2.1.5. PUBLIC FACILITIES, SUCH AS DRINKING AND DECORATIVE FOUNTAINS, COMFORT STATION, PLAYGROUND EQUIPMENT, ETC., DO NOT EXIST ON THIS PROJECT. 2.1.6. ALL ON-SITE RECLAIMED WATER IRRIGATION PIPING, AND ON-SITE POTABLE WATER PIPING INSTALLED UNDER THIS DESIGN SHALL BE IDENTIFIED IN ACCORDANCE WITH THE DISTRICT STANDARD SPECIFICATIONS. 2.1.7. ALL ON-SITE RECLAIMED WATER PIPING SHALL BE PURPLE COLORED PVC, CONTINUOUSLY STENCILED ON OPPOSITE SIDES OF THE PIPE WITH THE WORDS "CAUTION -RECLAIMED WATER". APPROVED MANUFACTURERS MANUFACTURE'S OF THIS PIPE CAN BE FOUND IN THE DISTRICTS' "APPROVED MATERIALS LIST". 2.1.8. 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 AT LEAST ONE INCH HIGH ON A PURPLE, PANTONE 512, BACKGROUND. THE SIGN SHALL BE SO PLACED AS TO BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. 2.1.9. THE CONTRACTOR SHALL ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. THIS SHALL INCLUDE THROTTLING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. CONDITIONS THAT CAUSE OVERSPRAY, PONDING, OR RUNOFF SHALL BE ELIMINATED. ADJUST SYSTEM TO AVOID THESE CONDITIONS. 2.1.10. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO AND SHALL BE OPERATED BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. UNLESS OTHERWISE APPROVED BY THE DISTRICT. 2.1.11. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE DISTRICT. 2.1.12. AN INITIAL AND ANNUAL CROSS-CONNECTION INSPECTION WILL BE DONE AT SITES WITH BOTH POTABLE AND RECYCLED WATER SERVICED BY THE DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 2.1.13. FAILURE TO COMPLY WITH THE DISTRICT'S RULES AND REGULATIONS IS A VIOLATION AND COULD RESULT IN SUSPENSION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STIEPS HAVE BEEN TAKEN. 2.1.14. 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 BACKFLOW/CROSS 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 OLIVENHAIN MUNICIPAL WATER DISTRICT AND SAN DIEGO COUNTY DEPT. OF ENVIRONMENTAL HEALTH. 2.1.15. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 2.1.16. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNATED FOR FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLING VALVE SPIKES) PER OLIVENHAIN MUNICIPAL WATER DISTRICT'S REGULATIONS. 2.1.17. IN CASE OF AN EMERGENCY, CONTACT: MICHAEL UGAR AT 76D-804-1574. OR AFTER HOURS, CONTACT: MICHAEL UGAR AT 76D-804-1574. • LONG TERM MAINTIENANCE SUPERVISOR AND CONTACT PHONE NUMBERS SHALL BE PROVIDED ON RECORD DRAWINGS. 2.2. DEPARTMENT OF ENVIRONMENTAL HEALTH SUPPLEMENTAL NOTES: 2.2.1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2.2.2. 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 FORBIDDEN. 2.2.3. IRRIGATION HEADS SHALL BE LOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE SPRAYING ON SIDEWALIKS STREETS AND NON-DESIGNATED USE AREAS. 2.2.4. 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. 2.2.5. ALL MAINTENANCE PERSONNEL MUST BE EDUCATED ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT THE RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING AND CLEANING OF TOOLS. 2.2.6. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIP OR OTHER APPROVED METHODS. PART 3 -SERVICES 3.1. WATER SERVICE: 3.1 .1. POINT OF CONNECTION SHOWN ON PLANS IS APPROXIMATE. CONTRACTOR SHALL COORDI- NATE WITH OWNER'S AUTHORIZED REPRESENTATIVE AND GOVERNING WATER DISTRICT TO HAVE WATER AVAILABLE WHEN REQUIRED. 3.1.2. INDIVIDUALLY OWNED, ACCESSED OR MAINTAINED AREAS SHALL BE SEPARATELY METERED AND CONTROLLED. 3.1 .3. EACH POINT OF CONNECTION SHALL BE SERVICED BY A BACKFl..OW PREVENTION DEVICE, LOCATED DOWN STREAM OF THE METER AND APPROVED BY THE CITY OF CARLSBAD, OLIVENHAIN MUNICIPAL WATER DISTRICT, AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH. 3.2. ELECTRICAL SERVICE: 3.2.1. POINT OF CONNECTION SHOWN ON PLANS IS APPROXIMATE. CONTRACTOR SHALL COORDINATE WITH OWNER'S AUTHORIZED REPRESENTATIVE TO HAVE POWER AVAILABLE WHEN REQUIRED. 3.2.2. INDIVIDUALLY OWNED, ACCESSED OR MAINTAINED AREAS SHALL BE SEPARATELY METERED AND CONTROLLED. 3.2.3. CONTROLLERS SHALL OPERATE ON SINGLE PHASE, 110 TO 120 VOLT, 60 CYCLE, ALTERNATING CURRENT AND "UL" LISTED. 3.2.4. CONTROLLERS SHALL BE ENCLOSED IN A U.L. LISTED WEATHERPROOF CORROSION-RESISTANT ENCLOSURE WITH LOCKING COVER. 3.2.5. CONDUIT FOR 120 VOLT AND 24 VOLT WIRING SHALL BE APPROVED BY GOVERNING BUILDING CODES FOR ELECTRICAL SERVICE. PART 4 -PRODUCTS 4.1. IRRIGATION PIPE AND FITTINGS: 4.1.1. COPPER PIPE AND FITTINGS: 4.1. 1. 1. PIPE BETWEEN THE METER AND THE BACKFLOW PREVENTION DEVICE SHALL BE HARD COPPER, TYPE "K". 4. 1. 1.2. FOR COPPER TUBING, ANSI B 16.22 WROUGHT COPPER OR CAST BRASS, RECESSED SOLDER JOINT TYPE FITTINGS. 4.1.2. BRASS PIPE AND FITTINGS: 4.1.2.1. BRASS PIPE: BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, % RED BRASS. 4.1.2.2. BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85 % RED BRASS FITTINGS AND CONNECTIONS. 4. 1 .3. POLYVINYL CHLORIDE (PVC) AND FITTINGS: 4.1.3.1. ALL ON-SITE RECYCLED WATER IRRIGATION PIPING, AND ON-SITE POTABLE WATER PIPING INSTALLED UNDER THIS DESIGN SHALL BE IDENTIFIED IN ACCORDANCE WITH THE DISTRICT'S STANDARD SPECIFICATIONS. 4.1.3.2. ALL ON-SITE RECYCLED WATER PIPING SHALL BE PURPLE COLORED PVC, CONTINUOUSLY STENCILED ON OPPOSITE SIDES OF THE PIPE WITH THE WORDS 'CAUTION RECYCLED WATER'. PACIFIC PLASTIC CYCLE SLOW RECYCLED WATER PIPE OR EQUAL. 4.1.3.3. PRESSURE SUPPLY LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL TWO (2) INCH AND LARGER SIZED PIPE SHALL BE CLASS 315 POLYVINYL CHLORIDE (PVC). ALL 1-1/2 INCH AND SMALLER SIZED PIPE SHALL BE TYPE I, GRADE 2, DESIGNATED AS PVC 1220, SCHEDULE 40. 4.1.3.4. FOR IRRIGATED AREAS WITHIN A HOME OWNER'S ASSOCIATION MAINTAINED AREA, ALL NON-PRESSURE PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, TYPE 1, GRADE 2 (IMPACT MODIFIED), AS DESIGNATED AS PVC 1220, CLASS 200, (SOR 21), CONFORMING TO COMMERCIAL STANDARDS CS 256-63. 1 /2" PURPLE PIPE IS NOT PERMITTED. (FOR RECYCLED WATER) 4.1.3.5. IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F., AND NATIONAL SANITATION FOUNDATION (NSF) RATING. 4.1.3.6. SLEEVES SERVICING WATER LINES AND ELECTRICAL CONDUIT SHALL BE SCHEDULE 80 PVC. 4.1.3.7. POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND 02466. 4.1.3.8. SOLVENT CEMENTS SHALL COMPLY WITH ASTM D2564. SOCKET JOINTS SHALL BE MADE PER RECOMMENDED PROCEDURES FOR JOINING PVC PLASTIC PIPE AND FITTINGS WITH PVC SOLVENT CEMENT BY THE PIPE AND FITTING MANUFACTURER AND PROCEDURES OUTLINED IN THE APPENDIX OF ASTM D2564. 4.1.3.9. THREAD LUBRICANT SHALL BE TEFLON RIBBON-TYPE, OR APPROVED EQUAL, SUITABLE FOR THREADED INSTALLATIONS AS PER MANUFACTURER'S RECOMMENDATIONS. 4.1.3.10. NO CLOSE NIPPLES SHALL BE USED. 4.2. VALVES: 4.2.1. MASTER CONTROL VALVES: 4.2.1.1. MASTER CONTROL VALVES SHALL BE AS SPECIFIED IN DRAWINGS. 4.2.1.2. MASTER CONTROL VALVES SHALL NORMALLY CLOSED VALVES AND OPERABLE MANUALLY WITHOUT ELECTRICITY. 4.2.2. REMOTE CONTROL VALVES: 4.2.2.1. REMOTE CONTROL VALVES SHALL BE AS SPECIFIED IN DRAWINGS. 4.2.2.2. VALVES SHALL BE OPERABLE MANUALLY WITHOUT ELECTRICITY. THE VALVE SHALL HAVE A PRESSURE REGULATING MODULE CAPABLE OF REGULATING OUTLET PRESSURE BETWEEN 15 AND 100 P.S.I. (+ 5 P.S.I.). MODULE SHALL HAVE AN ADJUSTING SCREW FOR SETTING PRESSURE AND A SCHRADER VALVE CONNECTION FOR MONITORING PRESSURE. PRESSURE REGU- LATOR SHALL BE ADJUSTED AT EACH VALVE FOR PROPER DOWNSTREAM PRESSURE REQUIRED. 4.2.3. QUICK COUPLING VALVES: 4.2.3.1. QUICK COUPLING VALVES SHALL BE 1" SIZE, BRASS AND AS SPECIFIED ON THE DRAWINGS. 4.2.3.2. QUICK COUPLING VALVES SERVICING POTABLE WATER IRRIGATION SYSTEMS SHALL HAVE A STANDARD KEY AND BODY WITH LOCKING YELLOW RUBBER COVER. 4.2.3.3. QUICK COUPLING VALVES SERVICING RECYCLED WATER IRRIGATION SYSTEMS SHALL HAVE AN ACME THREADED KEY AND BODY WITH LOCKING PURPLE RUBBER COVER. COVER SHALL BE MARKED "DO NOT DRINK" IN SPANISH AND ENGLISH. 4.2.3.4. QUICK COUPLING KEY SHALL BE OF BRASS/BRONZE WITH A HOSE BIB ASSEMBLY. SUPPLY TWO (2) HOSE BIB ASSEMBLIES FOR EACH TYPE OF QUICK COUPLING VALVE USED. 4.2.4. BALL VALVES: 4.2.4.1. BALL VALVES SHALL BE AS SPECIFIED IN DRAWINGS. 4.2.5. CHECK VALVES: 4.2.5.1. CHECK VALVES AND/OR ANTI-DRAIN VALVES SHALL BE REQUIRED TO PREVENT LOW HEAD DRAINAGE OF IRRIGATl◊N WATER FROM SPRINKLER SYSTEM DUE TO CHANGES IN ELEVATION 4.2.5.2. CHECK VALVES SHALL BE HUNTER HCV-SERIES. 4.3. VALVE AND PULL BOXES: 4.3.1. REMOTE CONTROL VALVE BOXES FOR POTABLE WATER IRRIGATION SYSTEMS SHALL BE 10" X 19' NOM. PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #170106, OR EQUAL. 4.3.2. REMOTE CONTROL VALVE BOXES FOR RECYCLED WATER IRRIGATION SYSTEMS SHALL BE 1 O" X 19" NOM.PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #170131, OR EQUAL. 4.3.3. BALL VALVE BOXES FOR POTABLE WATER IRRIGATION SYSTEMS SHALL BE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #181104, OR EQUAL. 4.3.4. BALL VALVE BOXES FOR RECYCLED WATER IRRIGATION SYSTEMS SHALL BE PURPLE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #161113, OR EQUAL. 4.3.5. PULL BOXES FOR POTABLE WATER IRRIGATION SYSTEMS SHALL BE PURPLE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #181104, OR EQUAL. 4.3.6. PULL BOXES FOR RECYCLED WATER IRRIGATION SYSTEMS SHALL BE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #181113, OR EQUAL. 4.4. SPRINKLERS: 4.4.1. SPRINKLER HEADS SHALL BE OF THE TYPES AND SIZES WITH DIAMETER (OR RADIUS) OF THROW, PRESSURE, NOZZLE DISCHARGE AND/OR OTHER DESIGNATIONS INDICATED ON THE DRAWINGS. 4.4.2. ALL SPRINKLER HEADS OF THE SAME TYPE AND SIZE SHALL BE OF THE SAME MANU- FACTURER. HEADS SHALL BE EQUIPPED WITH ALL OPTIONS AND EQUIPMENT PER THE IRRIGATION LEGEND. 4.4.3. ALL SPRINKLER HEADS SHALL BE EQUIPPED WITH A MANUFACTURER INSTALLED INTERNAL CHECK VALVE, WHEN AVAILABLE. 4.4.4. ALL SPRINKLER HEADS USED ON RECYCLED WATER SYSTEMS SHALL BE EQUIPPED WITH MANUFACTURER'S PURPLE COVERS. 4.5. DRIP IRRIGATION EMITTERS 4.5.1. THE EMITTER SHALL HAVE A 1 /2 INCH FEMALE NATIONAL PIPE THREAD (FNPT) INLET FOR CONNECTING TO THE PIPING SYSTEM. 4.5.2. THE EMITTER SHALL BE A PRESSURE COMPENSATING TYPE CAPABLE OF HAVING A DISCHARGE RATE FROM .5 TO 6 GALLONS PER HOUfk WITH ONLY ONE OUTLET OPEN INITIALLY AND THE PROVISION FOR ADDING ADDITIONAL OUTLt.1S. 4.5.3. THE EMITTER SHALL OPERATE WITHIN A PRESSURE RANGE OF 5 -60 P.S.I. 4.5.4. THE EMITTER BODY SHALL BE CONSTRUCTED OF DURABLE HEAT-RESISTANT ACETYL PLASTIC (UV RESISTANT). THE FLOW REGULATING DIAPHRAGM SHALL BE OF SILICONE RUBBER. 4.5.5. THE EMITTER SHALL BE CAPABLE OF OPERATING WITH 140 MESH FILTRATION. 4.5.6. PRODUCTS: THE EMITTER SHALL BE MANUFACTURED BY OLSON OR APPROVED EQUIVALENT. 4.6. BACKFLOW PREVENTION DEVICES: 4.6.1. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTERS SHALL BE BRASS, BRONZE, OR EPOXY COATED CAST-IRON BODIES WITH ALL BRONZE OR STAINLESS STEEL TRIM AND ALL MOVING PARTS OF NON-CORROSIVE MATERIALS AND SHALL COMPLETELY AND POSITIVELY PREVENT BACK-SIPHONING OF WATER. THE BACKFLOW PREVENTER ASSEMBLY SHAFT INCLUDES INLET AND DISCHARGE SHUTOFF BALL VALVES WITH ALL RISERS, CONNECTORS, AND APPURTENANCES OF CLASS 1 RED BRASS PIPE, CONFORMING TO WW-P-351, AND RED BRASS FITTINGS WITH PRESSURE RATING 1 CONFORMING TO WW-P-46D. BACKFLOW PREVENTERS SHALL BE OF THE TYPE AND SIZE DESIGNATED ON THE DRAWINGS. 4.6.2. ATMOSPHERIC AND ANTI-SIPHON BACKFl..OW PREVENTERS SHALL BE BRASS WITH NON- CORROSIVE PARTS AND SHALL COMPLETELY AND POSITIVELY PREVENT BACK-SIPHONING OF WATER. ANTI-SIPHON VALVES SHALL BE CONVERTIBLE TO AUTOMATIC CONTROL. BACKFLOW PREVENTERS SHALL BE TYPE AND SIZE AS DESIGNATED ON THE DRAWINGS. 4.7. PRESSURE REGULATION DEVICES: 4.7.1. PRESSURE REGULATION DEVICE SHALL BE AS SPECIFIED IN DRAWINGS. 4.8. CONCRETE THRUST BLOCK AND SUPPORTS: 4.8.1. ALL CONCRETE WORK SHALL BE 2,000 PSI MINIMUM COMPRESSIVE STRENGTH AT TWENTY- EIGHT (28) DAYS, 5 SACK MIX, TOOL FINISHED ON EXPOSED SURFACES. 4.9. AUTOMATIC CONTROL SYSTEM: 4.9.1. CONTRACTOR SHALL FURNISH LOW VOLTAGE SYSTIEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO SUIT NUMBER OF CIRCUITS AS INDICATED. 4.9.2. AUTOMATIC CONTROLLER SHALL BE FURNISHED AND INSTALLED COMPLETE WITH ALL ELECTRICAL CONNECTIONS, READY FOR OPERATION, AND WITH OPTIONS SPECIFIED HEREIN. 4.9.2.1. AUTOMATIC CONTROLLER SHALL BE AS SPECIFIED IN DRAWINGS. 4.9.2.2. UNIT SHALL HAVE AN INPUT OF 110/120 VOLT, 60 CYCLE, BE COMPLETELY AUTOMATIC AND SHALL FUNCTION OPTIONALLY WITH OR WITHOUT THE CLOCK. UNIT SHALL HAVE A SECONDARY OUTPUT OF 24/28 VOLT, 60 CYCLE. 4.9.2.3. ANY STATION MAY BE REPEATED INDEPENDENTLY IN ANY 24 HOURS. 4.9.2.4. STATIONS SHALL BE ADJUSTABLE TO 1 MINUTE TO 59 MINUTES. 4.9.2.5. MECHANISM SHALL BE HOUSED IN A STURDY, VANDAL-PROOF ENCLOSURE, MANUFACTURED OF 14 GAUGE STEEL, OR CASE ALUMINUM; FURNISHED FOR MAXIMUM PROTECTION, AS CALLED FOR ON THE DRAWINGS (SIZE AS REQUIRED) 4.10. AUTOMATIC CONTROL WIRE: 4.10.1. DIRECT BURIAL COPPER WIRE AWG-U.F. 600 VOLT, SINGLE CONDUCTOR SOLID COPPER, PLASTIC INSULATED CABLE, RATED FOR DIRECT BURIAL APPLICATION. 4.10.2. USE U.L. APPROVED, MINIMUM 14 GAUGE FOR PILOT AND SPARE WIRES FOR WIRE RUNS IN LESS THAN 1,200 LINEAL FEET. 4.10.3. USE U.L. APPROVED, MINIMUM 12 GAUGE FOR PILOT AND SPARE WIRES FOR WIRE RUNS IN EXCESS OF 1 ,200 LINEAL FEET. 4.10.4. USE U.L. APPROVED, MINIMUM 12 GAUGE FOR COMMON WIRES. 4.10.5. PILOT WIRES SHALL NOT BE WHITE OR RED AND MUST BE UNIQUE IN COLOR FROM ANY OTHER PILOT WIRE ON THE SAME CONTROL SYSTEM. 4.10.6. COMMON WIRES SHALL BE COLORED WHITE. 4.10. 7. SPARE WIRES SHALL BE COLORED RED. 4. 11. Fl..OW SENSING DEVICE: 4.11.1. Fl..OW SENSING DEVICE SHALL BE AS SPECIFIED IN DRAWINGS. 4.12. RAIN SENSING DEVICE: 4.12.1. RAIN SENSING DEVICE SHALL BE AS SPECIFIED IN DRAWINGS. 4.13. SOIL MOISTURE SENSING DEVICE: 4.13.1. SOIL MOISTURE SENSING DEVICE SHALL BE AS SPECIFIED IN DRAWINGS. 4.13.2. THE DEVICE SHALL BE SOLID STATE AND INSTALLED PER MANUFACTURERS SPECS. "AS BUil T" AOL L PLANNING --~ .. ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. P.E, __ _ EXP----DATE REVIEWED BY: ASSOCIATES r LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 D O 8 (710)729-BIJJ FAX:D&0)729-8J24 0ATE: 10-18-04 INSPECTOR DATE ["sHml CITY OF CARLSBAD fsHEErsl 1----1----+-----------------+---l----+----+---t ~ PLANNING DEPARTMENT ~ ::=='...::::===:::::::::::::::::::::::::::::::==::::::'..'::=~ LANDSCAPE IRRIGATION SPECIFICATIONS FOR: CARLSBAD OAKS NORTH FARADAY AVENUE & EL FUERTE STREET SUBMITTAL: FINALSUBMITTAL APPROVED J\ -i,,;_ I --~~l'l.!'.L/~11~.,, ________ 10--2.7-0':/ JOB NO: 20322 ASSISTANT PLANNING DIRECTOR DATE: SCALE: N/A OWN BY: ---PROJECT NO. DRAWING NO. N -~I~ ---N~CH~~---1 ~ L _______________________________________________________________________________ _:o:R•:w:N:BY:'==:A:o:L:'T:G:':c:E===:..~EN~o~1N~EE~R~OF~-~wo~R~K===::R~Ev:;1~s~1o~N::::D~E~s~c~R::::1P;;;T;;;10~N::::===f0~rn~rn~A~PP~R~ov~A~Ld:;~c~1TY=APP=R~ov~,.~L~~R~vw~o~B~Y::::::::~~==c=.=T=.=91::-::1::3::::::~:::4:::5.::0::M:::~ ::J 4.13.3. THE DEVICES SHALL BE LOCATED PER THE DRAWINGS AND SUBJECT TO FIELD APPROVAL BY THE LANDSCAPE ARCHITECT. 4.14. IDENTIFICATION TAPE: 4.14.1. MARKER TAPE FOR SLEEVES SHALL BE METALLIC BASED 3" WIDE LOCATING TAPE MARKED "IRRIGATION" IN TWO INCH PURPLE LETTERS AT THREE FEET ON CENTER. 4.14.2. MARKER TAPE FOR DIRECT BURIAL WIRES SHALL BE 3" WIDE RED COLORED "ALLEN ALLEN TAPE" OR EQUAL. 4.15. RECYCLED WATER TAG: 4.15.1. RECYCLED WATER IDENTIFICATIONS TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4", PURPLE IN COLOR WITH THE WORDS IN BLACK READING, "CAUTION -RECYCLED WATER -DO NOT DRINK", IMPRINTED ON ONE SIDE AND "PELIGRO -AGUA IMPURA -NO BERBER", PRINTED ON ON THE OTHER SIDE. 4.15.2. RECYCLED WATER IDENTIFICATIONS TAGS SHALL BE MANUFACTURED BY T. CHRISTY ENTERPRISES, (714) 771-4142, OR EQUAL. PART 5 -EXECUTION 5. 1. SYSTEM DESIGN: 5.1.1. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROCEEDING WITH WORK UNDER THIS CONTRACT. 5.1.2. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES SUCH AS POWER, TELEPHONE, DOMESTIC WATER, WATER, AND TILE DRAINS. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR WHEN EXCAVATING OR WORKING IN THESE AREAS AND COORDINATION AND COOPERATION BETWEEN THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR IS REQUIRED AS THE WORK PROGRESSES TO THE AREA. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO REPRESENTATIVE AS WORK PROGRESSES TO UNDERGROUND UTILITY AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES. 5.1.3. SHOULD UTILITIES NOT LOCATED OR MARKED BE FOUND DURING EXCAVATION, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND SHAUL DISCONTINUE WITH WORK IN THE AREA EXCEPT NECESSARY EMERGENCY WORK TO REPAIR OR PREVENT DAMAGE UNTIL INSTRUCTIONS ARE GIVEN TO THE CONTRACTOR BY THE OWNER'S REPRESENTATIVE. 5.1.4. FAILURE TO NOTIFY THE OWNER OF DISCOVERY OF SUCH UTILITIES OR DAMAGE THERETO WILL RESULT IN THE CONTRACTOR BEING LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT OF HIS ACTIONS. 5. 1 .5. THE CONTRACTOR SHALL, BEFORE STARTING WORK ON THE SPRINKLER SYSTEM, CAREFULLY ALL FINISH GRADES IN ORDER TO SATISFY HIMSELF THAT HE MAY PROCEED WITH THE WORK, AND TO RESTORE FINISH GRADES TO ORIGINAL CONTOURS BEFORE COMPLETION. 5.1.6. INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, SHALL BE COORDINATED W/ THE LANDSCAPE DRAWINGS TO AVOID INTERFERING W/THE TREES, SHRUBS, OR OTHER PLANTING. 5.1.7. LAY OUT SPRINKLIER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCE BETWEEN SITE AND DRAWINGS. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE WITHIN THE INTENT OF THE. ORIGINAL DRAWINGS, AND WITHOUT ADDITIONAL COST TO THE OWNER, THE LAYOUT SHALL BE APPROVED BEFORE INSTALLATION. 5.1.8. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWING WHEN IT IS OBVIOUS IN THE FIELD THAT PREVIOUSLY UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 5.1.9. WATER SUPPLY: THE CONTRACTOR SHALL CONNECT TO THE WATER SOURCE AS INDICATED ON THE DRAWINGS THE CONTRACTOR SHALL VERIFY STATIC PRESSURE AS STATED ON THE PLANS PRIOR TO BEGINNING WORK. IF STATIC PRESSURE OR POINT OF CONNECTION DIFFER FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR WILL PROMPTILY NOTIFY LANDSCAPE ARCHITECT BEFORE STARTING WORK. 5.1.10. WORKMANSHIP AND PROCEDURE: THE ROUTING OF THE PRESSURE SUPPLY LINES AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. LOCATE ALL PRESSURE SUPPLY LINES IN PLANTING AREAS. CROSS PERPENDICULAR UNDER PAVEMENT IN A SLEEVE AS DESCRIBED IN THESE SPECIFICATIONS. PART 6 -INSTALLATION: 6.1. GENERAL: 6.1.1. PLANS ARE DIAGRAMMATIC. ALL PIPING, VALVE BOXES, AND ASSOCIATED EQUIPMENT SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE, GROUP VALVE BOXES TOGETHER AND LOCATE IN SHRUB AREAS, WHENEVER POSSIBLE. 6.1.2. UNLIESS OTHERWISE INDICATED, COMPLY WITH REQUIREMENTS OF UNIFORM PLUMBING CODE. 6.1.3. PLANT MATERIAL 24" BOX SIZE AND LARGER SHALL BE PLANTED PRIOR TO THE INSTALLATION OF IRRIGATION PIPING. 6.1.4. VERIFY WATER PRESSURE AT EACH POINT OF CONNECTION PRIOR TO INITIATING WORK. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IF PRESSURE IS LESS THEN INDICATING ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD REVISIONS IF OWNER'S AUTHORIZED REPRESENTATIVE IS NOT INFORMED OF DISCREPANCIES. 6.1.5. CONNECTION TO MAIN: CONNECT TO EXISTING SERVICE LINE AT LOCATION INDICATED. 6.2. EXCAVATION OF TRENCHES: 6.2.1. EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECT TO A HYDROSTATIC TEST AS SPECIFIED. 6.2.2. TRENCH DEPTH SHALL BE AS FOLLOWS: 6.2.2.1. RECYCLED PRESSURE SUPPLY LINE (2-1/2" I.D. PIPE AND SMALLER) 18" MIN. COVER. 6.2.2.2. RECYCLED PRESSURE SUPPLY LINE (3" I.D. PIPE ANO LARGER) 24" MIN. COVER. 6.2.2.3. RECYCLED NON-PRESSURE LINE (2-1 /2" I.D. PIPE AND SMALLER) 12" MIN. COVER. 6.2.2.4. RECYCLED NON-PRESSURE LINE (3" 1.0. PIPE AND LARGER) 18" MIN. COVER. 6.2.2.5. RECYCLED PRESSURE SUPPLY LINE IN SLIEEVE 30" MIN. COVER. 6.2.2.6. RECYCLED NON-PRESSURE LINE IN SLEEVE 30" MIN. COVER. 6.2.2.7. ELECTRICAL AND COMMUNICATION CABLE IN SLEEVE 30" MIN. 6.2.2.8. DISTRIBUTION DRIP TUBING 4" MIN. COVER. 6.2.3. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH DIAMETER, DEBRIS, AND LITTER PRIOR TO USE AS BACKFILL. 6.2.4. REPAIR ANY LIEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. 6.2.5. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMP SOIL AROUND PIPE AND THOROUGHLY COMPACT ALL TRENCH FILILS UNTIL 90 % COMPACTION HAS BEEN ACHIEVED. 6.2.6. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. PROVIDE BACKFILL UNDER, AROUND AND ABOVE TOP OF PIPE FOR PVC PLASTIC PIPE AND BRASS PIPING. 6.3. INSTALILATION OF POLYVINYL CHLORIDE PIPE: 6.3.1. BECAUSE OF THE FRAGILE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. 6.3.2. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. 6.3.3. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNLESS SUCH DENT OR DAMAGED SECTION IS CUT OUT AND PIPE REJOINED WITH A COUPLING. 6.3.4. TRENCH DEPTH SHAUL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF !~~R►l~~bJAf 8&Jl8t1,. OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER 6.3.5. PIPE ENDS AND FlmNGS SHALL BE WIPED WITH "MEK" PRIMER, OR APPROVED EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHAUL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS MATERIAL BEFORE FITTING AND GLUING TOGETHER. 6.3.6. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. 6.3.7. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR SITE OBSERVATION DURING TESTING. 6.3.8. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL SITE OBSERVATION HAS BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. 6.3.9. PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. 6.3.10. PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. 6.3.11. SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATIONS. 6.3.12. PROVIDE MINIMUM OF 4" OF CLEARANCE BETWEEN PIPES SHARING THE SAME TRENCH. 6.4. INSTALLATION OF METAL PIPE: 6.4.1. CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OF BURRS FOR SMOOTH AND UNOBSTRUCTED FLOW. 6.4.2. CAREFULLY AND SMOOTHLY PLACE THREAD LUBRICANT ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. 6.4.3. DIELECTRIC PROTECTION: USE DIELECTRIC FITTINGS AT CONNECTION WHERE PIPES OF DISSIMILAR METAL ARE JOINED. 6.5. REMOTE CONTROL VALVES: 6.5.1. WHERE POSSIBLE, INSTALL REMOTE CONTROL VALVES IN SHRUB AREAS, AT APPROXIMATE LOCATIONS AS SHOWN ON THE DRAWINGS. 6.5.2. WHERE POSSIBLE, VALVES SHAUL BE GROUPED TOGETHER. 6.5.3. REMOTE CONTROL VALVES SHALL BE NORMALLY CLOSED TYPE VALVES . VALVES SHALL BE OF SLOW CLOSING DESIGN AND AUTOMATICALLY CLOSE IN THE EVENT OF POWER FAILURE. 6.5.4. ALL CONNECTIONS TO VALVES SHALL BE MADE HORIZONTALLY. 6.6. QUICK COUPLING VALVES: 6.6.1. WHERE POSSIBLE, INSTALL QUICK COUPLING VALVES IN SHRUB AREAS, AT APPROXIMATE LOCATIONS AS SHOWN ON THE DRAWINGS. 6.6.2. QUICK COUPLING VALVES SHALL BE APPROXIMATELY 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. 6.6.3. QUICK COUPLING VALVES SHALL BE INSTALILED APPROXIMATELY THREE INCHES ABOVE FINISH GRADE IN SHRUB AND/OR GROUNDCOVER AREAS. VALVES SHALL BE INSTALLED 1 /2" ABOVE FINISH GRADE. WHERE REQUIRED TO BE LOCATED IN TURF AREAS. 6.6.4. QUICK COUPLING VALVES ON RECYCLED WATER SYSTEMS BE OPERATED ONLY WITH A SPECIAL KEY WITH ACME THREADS AND LOCKING COVER TO PREVENT UNAUTHORIZED USE. COVER SHALL BE PURPLE RUBBER OR VINYL. 6.6.5. ACME THREADED QUICK COUPLING VALVES ARE NOT PERMITTED ON POTABLE WATER SYSTEMS. 6.6.6. QUICK COUPLING VALVES ON RECLAIMED WATER SYSTEMS SHALL BE INSTALLED IN g' DIA. PURPLE VALVE BOXES. 6. 7. BALL VALVES: 6. 7.1. WHERE POSSIBLE, INSTALL BALL VALVES IN SHRUB AREAS, AT APPROXIMATE LOCATIONS AS SHOWN ON THE DRAWINGS. 6.7.2. BALL VALVES SHALL BE INSTALLED TO ISOLATE INDIVIDUAL VALVES OR VALVE MANIFOLDS. 6.7.3. BALL VALVES SHALL BE INSTALLED TO BREAK UP AREAS INTO MANAGEABLIE AREAS, TO LIMIT DRAINING OF MAINLINE DURING REPAIRS. 6.8. CHECK VALVES: 6.8.1. PROVIDE MANUFACTURER'S INSTALLED CHECK VALVES IN ALL POP-UP SPRINKLER HEADS. 6.10.6. SPRINKLER HEADS WITHIN THE SAME CIRCUIT SHALL BE OF THE SAME MANUFACTURER AND SERIES AND HAVE A UNIFORM PRECIPITATION RATE. 6.10.7. SPACING OF SPRINKLER HEADS SHALL NOT EXCEED MAXIMUM DISTANCES AS INDICATED IN THE IRRIGATION LEGEND. 6.10.8. ADJUST NOZZLES ARCS AND PRESSURE COMPENSATING DEVICES TO SUIT ANY PARTICULAR CONDmONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT TO DO SO. 6.11. BACKFLOW PREVENTER: 6.11.1. BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION, LOCATED AND AS DIRECTED ON DRAWINGS ADJACENT TO THE POINT OF CONNECTION, AND SHALL CONFOPM TO ALL APPLICABLE HEALTH CODE AND ORDINANCE REQUIREMENTS. 6.11.2. BACKFLOW PREVENTER ASSEMBLIES SHALL BE LOCATED SHRUB AREAS WHERE POSSIBLE. EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE AND SHAUL BE APPROVED BY THE DISTRICT. 6. 11 .3. BACKFLOW PREVENTER ASSEMBLIES FOR POTABLE WATER IRRIGATION SYSTEMS SHALL BE PAINTED FLAT BLACK. 6.11.4. BACKFLOW PREVENTER ASSEMBLIES FOR POTABLE RECYCLED WATER IRRIGATION SYSTEMS SHALL BE PAINTED PURPLE. 6.12. FLUSHING SYSTEMS: 6.12.1. AFTER PIPING AND RISERS ARE IN PLACE, BUT PRIOR TO THE INSTALILATION OF THE SPRINKLER HEADS, A FULL HEAD OF WATER SHALL BE USED TO FLUSH OUT THE SYSTEM. AFTER SYSTEM IS THOROUGHLY FLUSHED, CAP ALL RISERS. 6. 13. TESTING: 6.13. 1. NOTIFY LANDSCAPE ARCHITECT AND CITY INSPECTOR IN WRITING WHEN TESTING WILL BE CONDUCTED. CONDUCT TESTS IN PRESENCE OF THE LANDSCAPE ARCHITECT AND CITY INSPECTOR. 6.13.2. PRESSURE TEST: 6.13.2.1. ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 125 LBS. PER SQ. INCH AND ALL NON PRESSURE LINES SHALL BE TESTED UNDER THE EXISTING STATIC PRESSURE AND BOTH BE PROVEN WATERTIGHT. (CONTRACTOR TO SUPPLY ALL HYDROSTATIC TEST EQUIPMENT NEEDED FOR TESTING.) 6.13.2.2. PRESSURE SHALL BE SUSTAINED IN THE LINES FOR NOT LESS THAN FOUR HOURS. IF LEAKS DEVELOP,, THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM IS PROvEN WATERTIGHT. 6. 13.2.3. TESTS SHALL BE OBSERVED AND APPROVED BY THE CITY INSPECTOR, LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO BACKFILL. BACKFILLING TRENCHES PRIOR INSPECTION WILL NOT BE ALLOWED AND ALL PREMATURELY FILLED TRENCHES SHALL BE SUBJECT TO REOPENING AS DIRECTED BY THE LANDSCAPE ARCHITECT OR CITY INSPECTOR. 6.13.3. COVERAGE TEST: 6.13.3.1. COVERAGE TESTING: PERFORM OPERATIONAL TESTING AFTER HYDROSTATIC TESTING IS COMPLETED, BACKFIUL IS IN PLACE, AND SPRINKLER HEADS ADJUSTED TO FINAL POSITION. 6.13.3.2. AFTER COMPLETION OF LANDSCAPE WORK, CAREFULLY ADJUST HEADS SO THEY WILL BE FLUSH WITH LAWN AREAS OR NOT MORE THAN 1 /2" ABOVE FINISH GRADE IN GROUNDCOVER AREA. 6.14. CONCRETE THRUST BLOCKS AND SUPPORTS: 6.14. 1. THRUST BLOCKS AND FOOTINGS SHALL BE PLACED ON NINElY PERCENT (90%) COMPACTED OR UNDISTURBED SUBGRADE. CONSTRUCT TO SHAPES SPECIFIED AND PARALLEL TO WALKWAYS. TOOL FINISH EXPOSED SURFACE. 6.15. AUTOMATIC CONTROL SYSTEM: 6.15.1. AUTOMATIC CONTROULER SHALL BE INSTALLED AS SHOWN AND AS DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING. 6.15.2. CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN AUTOMATIC CONTROLLER ENCLOSURE. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN INSOFAR AS POSSIBLE. 6.15.3. ELECTRICAL WIRING SHALL BE ON A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO THE SUB-PANELS, CLOCK~,. OR ELSEWHERE AS REQUIRED. IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SwlTCH SHALL BE INCLUDED. 6.15.4. CONTROLLERS SHALL HAVE A MASTER SWITCH. IT SHAUL BE POSSIBLE TO OPERATE EACH VAL✓E MANUALLY INDEPENDENT OF THE CLOCK OR ANY OTHER VALVE. 6. 15.5. CONTRACTOR SHALL SUPPLY AND INSTALL A MANUFACTURER APPROVED BATTERY IN CONTROLLER TO PREVENT LOSS OF. PROGRAM. 6.16.1.8. INDIVIDUAL CONTROL WIRES SHALL BE BUNDLED TOGETHER WITH A COLORED TAPE AT TEN FOOT INTERVALS. TAPE COLORS SHALL BE UNIQUE FOR EACH CONTROLLER'S WIRES. 6.16.1.9. INSTALL CONTROL WIRES IN SLEEVES SEPARATE FROM PIPING. 6.16.1.10. CONTROL WIRE SPLICES: ALLOWED ONLY ON RUNS OF MORE THAN 300-FEET, SPLICES AS FOLLOWS: 6.16.1.10.1. STRIP OFF MINIMUM OF 2-1/2" OF INSULATION FROM EACH WIRE. 6.16.1.10.2. SEAL CONNECTOR IN EPOXY RESIN AND BURY IN A ROUND VALVE BOX WITH A TWO FOOT EXPANSION LOOP. 6.16.1.10.3. NUMBERING AND TAGGING: IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUMBER OF CONNECTED VALVES. 6.17. FLOW SENSING DEVICE: 6.17.1. FLOW SENSING DEVICE SHALL BE LOCATED APPROXIMATELY AS INDICATED ON PLANS AND INSTALLED PER MANUFACTURE'S SPECIFICATIONS. 6.17.2. FLOW SENSING DEVICE SHALL BE INSTALLED DOWN STREAM OF PRESSURE REGULATOR. 6.1 B. FLOW SENSING DEVICE: 6.1 B.1. RAIN SENSING DEVICE SHALL BE LOCATED APPROXIMATELY AS INDICATED ON PLANS AND INSTALLED PER MANUFACTURE'S SPECIFICATIONS. 6.18.2. EACH CONTROLLER ASSEMBLY SHAUL BE EQUIPPED WITH ITS OWN RAIN SENSING DEVICE, UNLESS SYSTEM IS OPERATED BY A CENTRAL CONTROL SYSTEM. 6.19. SITE OBSERVATION VISITS BY THE ARCHITECT: 6.19.1. IN ALL CASES WHERE SITE OBSERVATION VISITS OF THE IRRIGATION SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR SIGHT OBSERVATION OF THE ARCHITECT OR HIS REPRESENTATIVE, THE CONTRACTOR SHAUL NOTIFY THE CITY INSPECTOR AND ARCHITECT AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF THE TIME SUCH SITE OBSERVATION AND/OR DIRECTION IS REQUIRED. 6.19.2. SITE OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: 6.19.3. UPON INSTALLATION AND TESTING OF SLEEVES, MAIN LINES AND LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED. 6.19.4. UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, DEVICES, AUTOMATIC CONTROLLERS, AND CONTROL VALVES AND WIRES. 6.19.5. WHEN THE SPRINKLER SYSTEM IS COMPLETED PRIOR TO PLANTING, THE CONTRACTOR, IN THE PRESENCE OF CITY INSPECTOR AND ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES. 6.19.6. FINAL SITE OBSERVATION VISIT BY THE ARCHITECT AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL SITE OBSERVATION OF THE SPECIFIED LANDSCAPE MAINTENANCE PERIOD WORK. END OF SECTION 02810 6.15.6. CONTROL SYSTEM SHAUL BE PROGRAMMED TO OPERATE ONE SYSTEM AT A TIME. 6.8.2. VHERE MANUFACTURER'S INSTALLED CHECK VALVES ARE NOT AVAILABLE INSTALL CHECK VALVES ON POP-UP SPRINKLERS SWING JOINT ASSEMBLY OR BELOW THE HEAD FOR SHRUB HEADS 6.15.7. SYSTEM ENCLOSURES SHAUL BE EQUIPPED WITH A AUTOMATIC RAIN SHUT-OFF DEVICE. ON RISERS. 6.8.3. ADDITIONAL IN-LINE CHECK VALVES SHALL BE INSTALLED WHEREVER NECESSARY TO PREVENT LOW HEAD DRAINAGE AFTER THE SYSTEM IS SHUT OFF. 6.9. VALVE AND PULL BOXES: 6.9.1. INSTALL NO MORE THAN ONE VALVE PER BOX. 6.9.2. VALVE BOXES SHALL BE INSTALLED ADJACENT TO PAVING SURFACES, WHERE POSSIBLIE. 6.9.3. VALVE BOXES SHALL BE INSTALLED WITH THE TOP OF COVER SET NO HIGHER THAN ADJACENT PAVING SURFACE. 6.9.4. IN SHRUB AREAS VALVE BOXES SHALL BE INSTAULED WITH THE TOP OF COVER SET TWO INCHES ABOVE FINISH GRADE. 6.9.5. IN LAWN AREAS VALVE BOXES SHALL BE INSTAULED WITH THE TOP OF COVER SET ONE- HALF OF AN INCH ABOVE FINISH GRADE. 6.9.6. ON THE INSIDE SURFACE OF EACH REMOTE CONTROL VALVE BOX, PULL BOX LID AND QUICK COUPLING BOX LID, WRITE THE VALVE DESIGNATION NUMBER IN PERMANENT BLACK MARKER OR PAINT. DO NOT WRITE ON VALVE BOX LID. 6.9.7. BALL VALVE BOX LIDS SHALIL MARKED WITH THE LETTERS "BV". 6.9.8. MASTER VALVE BOX LIDS SHALL MARKED WITH THE LETTERS "MV". 6.9.9. QUICK COUPLING VALVE BOX LIDS SHALL MARKED WITH THE LETTERS "QC". 6.9.10. PULL BOX LIDS SHALL MARKED WITH THE LETTERS "PB" OR "E". 6.9.11. WHERE PULL BOXES ARE LOCATED AT STREET CROSSINGS, PUUL BOX LIDS SHALL MARKED WITH THE LETfERS "XING". 6.10. SPRINKLIER HEADS: 6.10.1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. 6.10.2. SHRUB HEADS ON RISERS ARE NOT PERMITTED TO BE LOCATED ADJACENT TO PAVING SUR- FACES, HEADERS, TOP OF RETAINING WALLS, IN FRONT OF PROJECT SIGNAGE OR IN TURF AREAS. 6.16. AUTOMATIC CONTROL WIRE: 6.16. 1. DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE. 6.16.1.1. PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4 FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. 6.16.1.2. INSTALL CONTROL WIRES AT LEAST 12" BELOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AT TERMINAL POINTS. 6.16.1.3. INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHERE POSSIBLE. 6.16.1.4. IN CASE OF DAMAGE TO ANY COMMON OR CONTROL WIRE, CONTRACTOR IS TO RUN AN EXTRA COMMON AND TWO EXTRA CONTROL WIRES ON EACH LEG OF MAINLINE TO THE FARTHEST RCV BACK TO THE CONTROLLIER. 6.16.1.5. ALL SPLICES SHALL BE ENCASED IN WATERPROOF CONNECTORS PER APPROVED MATERIALS. 6.16.1.6. PROVIDE TWO SEPARATE SPARE WIRES TO EACH VALVE MANIFOLD OR INDIVIDUAL VALVE. SPARE WIRES LOOPED TO EACH VALVE MANIFOLD IS UNACCEPTABLE. 6.16.1.7. END OF SPARE WIRES SHALL BE ENCASED IN A WATERPROOF CONNECTOR. AOL L PLANNING ------au. ASSOCIATES l!T . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. "AS BUILT" P.E. __ _ EXP DATE REVIEWED BY: INSPECTOR DATE 6.10.3. TOP OF POP-UP SPRINKLER HEADS SHALL BE INSTALLED FLUSH WITH ADJACENT PAVING SURFACE. LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B I< D, C A. 9 2 0 0 6 fsHml CITY OF CARLSBAD rSHEffsJ 1----1----+-----------------+---l----+---+-----I ~ PLANNING DEPARTMENT ~ :::=='....':::::::=:::::::::::::::::::::::::::::::::::::::::::::::=:::::::::::===-'====: 6.10.4. POP-UP SPRINKLER HEADS SHALL BE INSTALLED APPROXIMATELY FOUR INCHES AWAY FROM ANY PAVING SURFACE. IN SHRUB AREAS, WHERE POP-UP SPRINKLER HEADS ARE LOCATED AT THE HEAD ON A PARKING STALL, POP-UP SPRINKLERS SHALL BE LOCATED EIGHTEEN INCHES FROM BACK OF CURB. 6.1 D.5. SPRINKLER HEADS SHALL BE LOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS, WINDOWS, WALLS AND ALL OTHER NON-DESIGNATED USE AREAS. (760)7Z9-8IJ7 FAX:(750)7Zt-BJH DATE: 10-18 -04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 SCALE: NIA OATE INITIAL DRAWN BY: ADL/TG/CE ENGINEER OF WORK DA TE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IRRIGATION SPECIFICATIONS FOR: APPROVE[ CARLSBAD OAKS NORTH FARADAY AVENUE & EL FUERTE STREET ~"'-------/Q-27-Q'-/ ASSISTANT PLANNING DIRECTOR DATE: DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: ---CT 97 13 415-9M RVWD BY: • · - ~ w h: w :::::> IL ....J w o!S u..i ~ ~ 0 ~ ~ J: ~ I-a: 0 z \..)-\ ~ i3 I \o 0 ~ ~ :z a: <( 0 C'l C\I ' :J .... ~ ~~ ... ro .,. 0 0 N "' 0 N "' 0 -0 I CL _J / "' ~ <l) <l) ~ ~ U1 / V, 0 u / c, N "7 0 N / en c-u w ' 0 O". CL / vi ' 1 'V -- ------------------------- 11 _ FARADAY AVENUE ,J -j--.,,------,/L ----~ ~ -------------I ----+-- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o' 10' SEE SHEET 41 FOR PLANTING LEGEND AND NOTES SEE SHEET 41 FOR PLANTING DETAILS SEE SHEET 42 FOR PLANTING SPECIFICATIONS ADL PLANNING --- ASSOCIATES --- LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET. SUITE C CARLSBAD, CA, 92005 {760}729-8137 FAX:(780)721-llH DATE: 10-18-04 ------- KEYMAP "AS BUil T" li,N.T.S. P.E. EXP REVIEWED BY: INSPECTOR ~ CITY OF CARLSBAD 5 PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN FOR: CARI.SBAD OAKS NORTH FARADAY AV[NU[ & [L FUERTE STREET DATE DATE I SH~TS I 20' 40' SUBMITTAL: FINAL SUBMITTAL 1---+---l------------+---+--+---+---i __ _,c_t!Zn.~~~!,!___-----'o-Z7-o1/ ASSISTANT PLANNING DIRECTOR DATE: JOB NO: 20322 SCALE: 1" = 20' DRAWN BY: ADL / TG / CE 1----.~c-+~-+--------------i--,:---+--c-=--t--::-:-=-+-c=-I DWN BY: __ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ ENGINEER OF WDRK REVISION DESCRIPTION Oll1ER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. C.T. 97-13 I DRAWING NO. _ 415-9M I-en w h: w :) LL ....I w ell w ~ ~ 0 cf ~ ./:::,.. J: h: \J7 0 z ~ ' c§ \0 0 ~ ~ ~ ~ T"' c;> ~ ~ \>A 4?t, ~ ::,, .,: co ,,,. 0 0 0 ~ tj- 0 0 N '--. 0 N '--. 0 ~ °" • 0 N 0 I [L ___J / "' ~ © "' ,_ ~ V1 / m 0 u / N N n 0 N / ,n >--- (_) w -, 0 "' ()._ / V1 ' j • APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. 19 AVENUE ···-----t--- SEE SHEET 41 FOR PLANTING LEGEND AND NOTES SEE SHEET 41 FOR PLANTING DETAILS SEE SHEET 42 FOR PLANTING SPECIFICATIONS AOL PLANNING ----= ASSOCIATES __ H KEYMAP "AS BUil T" l'I' N.T.S. P.E. __ _ EXP __ _ DATE REVIEWED BY: INSPECTOR DATE LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 rSHEEil6 CITY OF CARLSBAD ISH43EETSI 1---1----1---------------+----l----t---+---I ~ PLANNING DEPARTMENT t-----+---t-------------------;---;----i o· 10' 20' 40' {710}721-88l7 FAX:{711l)721-ll24 DATE: 10-18-04 SUBMITTAL: FINAL SUB MITT AL JOB NO: 20322 SCALE: 1" = 2(1 LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH FARADAY AVENUE & El FUERTE STREET ~ w ~ w :::> LL ...J w olS u.i ~ ~ 0 ~ it :c h: 0 z ~ ~ 0 a§ ~ a: c3 l-0-A-=-I--INI-TIA-L-+---------------1---+---+--TE--t-TI-L-I DWN BY: ---PROJECT NO. I DRAWING NO. ~~· oc DA TE INITIAL DA INI A C D BY 1---~--+--~--1 HK : --CT 97 13 415-9M L _________________________________________________________ .:... __________ _:O::RA::WN:BY::: ==AD:L::/T:G:/:CE===~~EN~Gl~N~EE~R~OF~WO~RK~==~R~E~V~IS~IO~N~D~E~S~C~R~IP::T~IO~N~==:fO~lH~ER~AP~PR~O~YAL=!~CITY=A~PPR=O;V=AL~~R~VW~D=BY~:==~===· ;;·=·=======:!.I ,s-o 0 N ' 0 N ' 0 H \ ~) FARADAY I o· 10' 20' AVENUE SEE SHEET 41 FOR PLANTING LEGEND AND NOTES SEE SHEET 41 FOR PLANTING DETAILS SEE SHEET 42 FOR PLANTING SPECIFICATIONS I 20'-0" STORM DRAIN EASMENT ( \ \ill 11\l '!'(I • lill ----·~ ~ w ti: w ::> u.. ...J w KEYMAP fl! N.T.8. c1S 40' AOL PLANNING --- ASSOCIATES ___ .__ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 B {760)729-8637 FAX:(760)721-8324 DATE: 10-18-04 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. "AS BUil T" P.E. ___ EXP ___ DAlE REVIEWED BY: INSPECTOR DAlE fsi=ml7 CITY OF CARLSBAD 1----l----l--------------+----+---;----t-------J ~ PLANNING DEPARTMENT 1---l----l----------------+-----t----tr--+-----1 LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH FARADAY AV[NU[ & [l FUERTE STREET 1---l----l--------------+--+--t--+-------J APPROVED bJ77="' SUBMITTAL: FINAL SUBMITTAL --c==~~~~~ -e,. ~ JOB NO: 20322 1---l----l---------------f---f---t--+-------J ASSISTANT PLANNING Df<l.lR-EC_T_O~R----DATE: ~ ~ 0 ~ SCALE: 1" m 20' DWN BY: --PROJECT NO. I DRAWING NO, ~ DRAWN BY: ADL/TG/CE ENGINEER oF WORK REVISION DESCRIPTION 011-iER APPROVAL CITY APPROVAL l-----------------------------------------------------=2.==----------==========J~□~Arr~~1N~m~A~L !::==;;;;;~~~~==;:!1-~..:::o~A:.:..:TE~If1~N.:;.;111~A~L~!t-~_;_□~A""'TE[g~1~N_m~A~L!~cR~Hv~KD~BBY~:·iff::-~==c=·=T=. 9 :: 7 ::_ 1=3====41 :: 5 ::_ 9 ::M:::::!J ~ ::, <( 0 0 <() .,. 0 0 N "-0 N "-0 Cl' • "O .,. 0 I (L _, / "' ~ "' "' L µ V) / "' 0 u / N <'J ~, 0 N / <fl f-u u_J 7 0 fr'. n / <fl w z -_, :r ~ 28 I . J4 . . . I 29 I FARADA /Ill J5 I ---- = ------------~:_~..,,,. DRAIN ~~::---------~ ---------- SEE CARLSBAD OAKS NORTH PHASE 1-12 LOTS FOR VEGETATION OF SLOPE ON SHEET 37 • ----___.....-::::-: ----------- SEE CARLSBAD OAKS NORTH PHASE 1-12 LOTS FOR VEGETATION OF SLOPE ON SHEET 37 o· 10' 20· 40' ADL Ill PLANNING------< ASSOCIATES Ula LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 8 D•o)l21-aoi1 ru,000)121-a324 DATE: 10-18-04 SUBMITT<L: FINAL SUBMITTAL JOB NO: 20322 SCALE: 111 = 2(Y DRAWN BY: ADL/TG/CE SEE SHEET 41 FOR PLANTING LEGEND AND NOTES SEE SHEET 41 FOR PLANTING DETAILS SEE SHEET 42 FOR PLANTING SPECIFICATIONS KEYMAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. "AS BUILT" P.E. __ _ EXP __ _ REVIEWED BY: INSPECTOR • fl!N.T.S. DATE DATE ~ CITY OF CARLSBAD [SHEml t----1---1--------------+----t---1--+---t ~ PLANNING DEPARTMENT ~ :====~=========-==~ LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH FARADAY AVENUE & EL FUERTE STREET 1---..+----1--------------+---+---1--+----1 DWN BY: ___ , DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ 1 ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. C.T. 97-13 I DRAWING NO. _ 415-9M ~ ..J " 0 0 '" '---0 '" '---0 a, • u "' 0 I ()_ _., / "' ,, " " • ~ (fl / "' 0 u / N N "1 0 N / ,n t-u w --, 0 0c'. ()_ / (fl NO STREET CURB CUT ON~_Y_.---, FARADAY 40 --.J -' f'"'-• ---------- o· 10' 20' 40' AOL PLANNING ----= ASSOCIATES __ _ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 8 (76D)7%1-a&l7 FAX:(760)729-BJH DATE: 10-18-04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 SCALE: DRAWN BY: ADL/TG/CE RI ::::::::-...... SEE SHEET 41 FOR PLANTING LEGEND AND NOTES SEE SHEET 41 FOR PLANTING DETAILS SEE SHEET 42 FOR PLANTING SPECIFICATIONS 230 KEYMAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. f1' N.T.S. "AS BUil T" P.E. __ _ EXP __ _ DATE REVIEWED BY: INSPECTOR DATE C===i===t===================+===⇒==~~==t==l LI =0::::::::.1 ~c=I=T=Y::::::::::o=F:::::::::::c::::A=R=L=s=B=A=D:::::..:::l s=H!a=ET=;s I .-PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH FARADAY AVENUE & EL FUERTE STREET t===~====~=========================t====t===1====f===1 ~AP=P=RO=V.,..,.ED~~~~==;-----/0-2.?,oL/ ~====t===t==========================⇒====+====t====t===1 ~A;;S;;S:;IST;;;A:::N:::T :::P::LA::N~Nl~NG::::::D:::IR~EC~T~OR~~~=j~DA;;T~E:~~ I-DWN BY: --PROJECT NO. I DRAWING NO. DA TE INITIAL ENGINEER OF WORK CHKD BY: ---1 CT 97-13 415-9M RVWD BY: · · REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlliER APPROVAL CITY APPROVAL \.)7 I '° 3 "\j I .. RL 'rv\ ~, ' ,. ' ' .,,,, ,.,, ,;>; !<!I ®i! ,&,i )¼\ 'I'~ 'la·' ' I II H 48 ----1,--- \ \ '----WILD LIFE TUNNEL \ \ \ \ RI o' \ \ ' i RL ~ ~ • .,, TM/~ , 1 . ~-l~ \~i ~ 41 r..1 ~, '!liizt lA )f >'i'-ti s:~1 rJ ·fJ · · MATCHLINE -SEE LEFT 10' 20' 40' ADL L PLANNING ---111. ASSOCIATES ■■- L.AND PL.ANNING L.ANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD. CA. 92008 (7BD)7Zt-8GJ7 FAX:(780)729-8324 CATE: IQ-\e-04 SUBMITTAL: f'\t-lAL SUBMITTAL JOB NO: 20322 SCALE: 1" = 20' DRAWN BY: ADL/TG/CE SEE SHEET 41 FOR PLANTING LEGEND AND NOTES SEE SHEET 41 FOR PLANTING DETAILS SEE SHEET 42 FOR PLANTING SPECIFICATIONS KEYMAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. flJ N.T.B. "AS BUILT" P.E. ___ EXP __ _ DATE REVIEWED BY: INSPECTOR DATE fsHEE1l CITY OF CARLSBAD fSHillsl l----+--1--------------+---t-----J----t----i ~ PLANNING DEPARTMENT ~ ~~========:.==:==; LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH FARADAY AVENUE & EL FUERTE STREET -c-:-::=-~~~~=:;,-----lo-z7-<Ji.l l----+--11---------------+---t---ir-----t----i ASSISTANT PLANNING DIRECTOR DATE: ~--+--11---------------t----t--jr---,--. ::;D;;;WN~B;;:;:Y;::: =:_=:_=:_=:_=:_:,;:: 1=~PR~O:=::JE~C~T==N~O:==. =::;1:r,D~R~A;;;Wl~N~G =;:N~O. DATE INlllAL DATE INlllAL DATE INITIAL CHKD BY: ---I 415_gM ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 97-13 ~ Cl. u. ~ a: u. -iI iI t( u. > <( > <X C <( a: <X u. ~ :c ~ a: C u-, :z Cl. I :><: <( '° C C <X :I a: Cl. a: <X c.: ~ ' a. • !to, <s Via WHIPTAIL LOOP I I L / ----------------------------- -1-_ -- 55 FAR.A.DA y-,-- ------' ---~, ------¾------ I I 56 o' 1 o' 20· 40' RI ltt-1:\-1+ ADL ill. PLANNING -----l-lL ASSOCIATES - LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A 0, C A. 9 2 0 0 8 {760)729-8637 FH:{760)721-8324 0,0\TE: 10·18 · 04 SUBMITTAL: 191-iALSUBMITTAL JOB NO: 20322 SCALE: 1" = 20' DRAWN BY: ADL/TG/CE CT •.• JL •.. DL--fll SEE SHEET 41 FOR PLANTING LEGEND AND NOTES SEE SHEET 41 FOR PLANTING DETAILS SEE SHEET 42 FOR PLANTING SPECIFICATIONS H H H H RI KEYMAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ,J/1 l!ll C\I ~, 'C') --:11!.'-1 ~(jj ~ w ::r: !Ill en 'lffi w (ti w . ···•··,!JI. en w z ::J ::r: 0 ~~12i1~~~~ ~ mi !l!I !!fl- ,~: __ ..., ~-1PJi;/, / .... .--·1':~ "AS BUil T" P.E. ___ EXP __ _ DATE REVIEWED BY: INSPECTOR DATE L -_j__--1-----------+---t---J--t--t ~1 CITY OF CARLSBAD ~ ~~==~==:P::::L:::AN:::N:::IN:::::G::::D::::E:::P:::AR::::T::::M::::EN::::T==:::'....'.~===; LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH FARADAY AVENUE & EL FUERTE STREET 1-.~-J.-=.,.,...../--------------t-;;:;;;;;---j-;;:;;;;'.;;-f-;;-;:;:.:-i,;:;;:;;.,1 OWN BY: ___ 1 OAIT INlllAL DATE INITIAL DAIT INITIAL CHKD BY: ___ 1 ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. C.T. 97-13 I DR A WING NO. _ 415-9M I-rf. ll I-a: ll -ii: i! "' ll > <I > <I C <I a: <I LL ~ :::c I-a: C '-'I 2 ~ I <I \D C C <I 3 cc rf. a: <I c..: ~ C. 4 \N~~ , 6,0 61 _ 6,2 -+--,---------·--.------1----------------' FARADAY AVENUE --c - st¾ i o' 10· 20· 40' .. I . I -·· . 6,3 -----------------'-------·-···--~---- ADL lb PLANNING ASSOCIATE-$---, .& ' -. ~---. ,~ I• I ' " lfll ?- SEE SHEET 41 FOR PLANTING LEGEND AND NOTES SEE SHEET 41 FOR PLANTING DETAILS SEE SHEET 42 FOR PLANTING SPECIFICATIONS ,., RI ~fa KEYMAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. Ji ,, N.T.S. "AS BUil T" P.E. ___ EXP -~-DATE REVIEWED BY: INSPECTOR DATE LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 fSHml CITY OF CARLSBAD 1----1---+--------------+---+---!--+--I ~ PLANNING DEPARTMENT 1----1---+------------------1-----i---t-----1 {160)729-8637 FAK:(160)720-8J24 DAT£: 10-18 • 04 SUBMITTAL: flNMSUBMITTAL JOB NO: 20322 SCALE: 1" = 20' DA TE INITIAL DRAWN BY: ADL/TG ICE ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH FARADAY AVENUE & EL FUERTE STREET DWN BY: __ CHKD BY: __ RVWD BY: PROJECT NO. C.T. 97-13 I DRAWING NO. 415-9M ~------ f--CJ'. LL Ii LL -iI LL oC ~ <I'. ~ C <I'. a: ~ i! ~ a: C 2 u, ~ <I'. • C '° C <I'. cc 3 CJ'. -a: <I'. c.: ~ "'--- LIMIT OF WoR;----.. 1._ ------------------67 H'i-<1-'-'-',II l·ff tr M .. ~-, H RI RI H H H R #tJ H RI H o· 10· 20· ' ' --·-~------------------------------- -----------------68 H H ADL II PLANNING ---la ASSOCIATES ■■- LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S 8 A D, C A. 9 2 0 0 6 (760)729-8631 FAX:(7BO)l29-IJ24 DAlt: 10'·18 • 04 SUBMITTAL: 1"11-!Ai--SUBMITTAI. JOB NO: 20322 SCALE: 1" • 20' DRAWN BY: ADL/TG/CE ------------------ SEE SHEET 41 FOR PLANTING LEGEND AND NOTES SEE SHEET 41 FOR PLANTING DETAILS SEE SHEET 42 FOR PLANTING SPECIFICATIONS KEYMAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. w z -,g:-.J • :c l () Af/i ~ !i1 ; P.E. __ _ REVIEWED BY: INSPECTOR "AS BUil T" EXP __ _ I SH33EET I CITY OF CARLSBAD l----t-----1---------------t---t---t--+------t PLANNING DEPARTMENT 1-----t---+--------------t----t-----i---,------i LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH FARADAY AVENUE & EL FUERTE STREET fl!N.T,S. DATE DATE 1--:=,--t-,=:;--+--------------t--:::=:--t-=::-;--t--;c:-=-r.:-:=:-1 OWN BY: __ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTI-IER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. C.T. 97-13 I DRAWING NO. . 415-9M t5 w Ii: w ::> u.. ..J w o!S u.i ~ ~ 0 ~ ~ :::c ~ I-cc 0 z \-'l ~ C5 • \0 0 ~ :I ~ cc <3 ~ ~ ti~~ ,;- 0 0 N " 0 N " 0 CJ> • 'O 0 I Q __, / V) ~ '" 0) •-.. V) / V) 0 u / N N "' 0 N / V) t-- Gl 7 0 Cl". (L / (/1 WHIPTAIL LOOP --------------------------------- 70 ---/---- RI RI R L-"--<LV H .H H RI H RI RI H H 0 o· 10· 20· 74 ------ 73 ---1---- AVENUE 40' ADL PLANNING ASSOC IA TESS==== LANO PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S 8 A D. C A. 9 2 0 0 B (76~729-88J7 fAX:(76~729-8321 DATE: 10-18-04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 SCALE: 1 11 = 201 H SEE SHEET 41 FOR PLANTING LEGEND AND NOTES SEE SHEET 41 FOR PLANTING DETAILS SEE SHEET 42 FOR PLANTING SPECIFICATIONS RI ~ KEYMAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ll!N.T.S. "AS BUILT" P.E. __ _ EXP ___ _ DAlE REVIEWED BY: INSPECTOR DAlE fSHml4 CITY OF CARLSBAD 1----l--_.je--------------+---+---J---t----1 ~ PLANNING DEPARTMENT 1----l---l--------------+--t---t--+-----t fsRills1 ~ LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH FARADAY AVENUE & El FUERTE STREET APPROVED -,A_ 1---1----1------------+---+--t------1r--. -~,--!l~,4..,,-~ re«~==-----1o~2-?-0'I ASSISTANT PLANNING DIRECTOR DAlE: ~ w b: w :::) LL ..I w all ui ~ ~ 0 ~ i't :c h: 0 z ~ c§ 0 ~ ~ a: c3 1--,---1..-=.,.,---l--------------t--::=-+=::-i-:::c;;::--t-;;-=--t OWN BY: ---PROJECT NO. I DRAWING NO. £ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY CL ADL/TG/CE REVISION DESCRIPTION RVWD By'.· --C.T. 97-13 415-9M ..1 L-------------------------------------------------------====~----------=D=R•:WN=BY=:========J~EN~G~IN~EE;R~DF;W~O~RK;h==~;~~~;~;~==~O~TH~E~R ~APP~R~O~VAl.~=Cl~TY~A~PP~RO~V~AL:!!~~~==~=======~===~ -- ~ ~-- ~-•-·.•······· ":·~--,, :._ ·' . '' 77 ---r-- ' ···------· \-· ·----- \ 78 ---I---- o· 10· 20· 40' AOL PLANNING --- ASSOCIATES __ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 8 (7&11)72i-88J7 fAX:()80)721-8J24 DATE: 1::1~8 • 04 SUBMITTAL: \"I~•; 1 SUBMITTAL JOB NO: 20322 SCALE: 1" = 2fY DRAWN BY: ADL/TG/CE 79 RI 1~111..J.LIL~ SEE SHEET 41 FOR PLANTING LEGEND AND NOTES SEE SHEET 41 FOR PLANTING DETAILS SEE SHEET 42 FOR PLANTING SPECIFICATIONS KEYMAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. - ---... / / . .. " 'L--- ------- "AS BUil T" P.E. ___ EXP __ _ REVIEWED BY: INSPECTOR fSHm7 CITY OF CARLSBAD 1----+--+--------------t--,---.--,--, ~ PLANNING DEPARTMENT 1----+--+--------------t--,---.--,--, LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH FARADAY AVENUE & EL FUERTE STREET ,, ri,N.T.S. DATE DATE DWN BY: ---1 1--D~A=TE+l"""N1=-T1A,,_L+---------------i~D;;-:;A-;;:TE:---t;;:;1NrnlT1AAIL~D"'A:;:;:TE7;;:;INlmT1AAIL7 CHKD BY: -- ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. C.T. 97-13 I DRAWING NO. 415-9M t5 w ~ w ::::> LL ..J w ell . w ~ ~ Q ~ i'.l: :c ~ ~ 0 z \J1 ~ c§ • Q \.() a5 ~ 3 a: c) ,-,- ~ t:~~ / H H '- !2 13 14 ----,+-------. ~····-h ....... -· _________ SK3Hr~,~-----------EL FUERTE ---STt1EET ------- SEE SHEET 41 FOR PLANTING LEGEND AND NOTES SEE SHEET 41 FOR PLANTING DETAILS SEE SHEET 42 FOR PLANTING SPECIFICATIONS -------- -------- O' 10' ------------- 20' --------------- ------- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. AOL PLANNING .::-==== -------- "AS BUil T" P.E, __ _ EXP___ DATE REVIEWED BY: KEYMAP fl' N.T.S. INSPECTOR DATE ASSOCIATES __ _ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET. SUITE C CARLSBAD, CA. 92008 t---t---+-----------1----1---l--~~--I ~ CITY OF CARLSBAD I SH~~TS I ~ PLANNING DEPARTMENT -= {760)729-8637 fAX:{760)729-6324 40' DATE: 10.18 -04 SUBMITTAL: Fl~I-,; SUBMITTAL JOO NO: 20322 SCALE: 1' = 20' DRAWN BY: ADL/TG/CE LANDSCAPE: PLANTING PLAN FOR: APPROVED CARLSBAD OAKS NORTH FARADAY AVENUE & EL FUERTE STREET ~=---!0--27-()1/ ASSISTANT PLANNING DIRECTOR DATE: ho,;:;:A,;::TE--!-;l;:;;Nlll'"'A"L +--------------l---,---+---1----+----1 ~D;;i:W~N ~BiGY,:== _= _=_=~~=~P~RO~J~EC;::;:T::N::::o=. =:::;-,;:::D:;:RA=Wl=N=G=N::::;O, DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY: --CT 9713 415-9M ENGINEER OF WORK OlliER APPROVAL CITY APPROVAL RVWD BY: • • - ~ w ti: w ::, u.. -I w ~ w ~ ~ Cl ~ ~ :c A li: 0 z 01 ~ <( • 0 0 \D ~ ~ 3 a: c) C\I ,... cl.. -I 0 I o_ _J / "" ~ " " ' ~ <n / "' 0 0 / N N .,., 0 N / <n f·· 0 f,.J ·, 0 De Q_ / <n MAINTENANCE ACCESS ROAD----. NOTA PART ' '• ~ :, ~'IJ' Clj / ~ 11- ~ I ,,'j, I 1· I I I I I -✓- / I I \ SEE SHEET 41 FOR PLANTING LEGEND AND NOTES SEE SHEET 41 FOR PLANTING DETAILS SEE SHEET 42 FOR PLANTING SPECIFICATIONS o' 10' 20' 19 EL · I· 6 FUERTE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ADL L PLANNING ----=- ASSOCIATES - lli . -----------___ SIG!:!JLINE 20 ------ ' STREET KEYMAP ~ :. I ~ -------... 1,!11, II !lll Iii! Ill _jL ll!# II II "AS BU IL T" P.E. __ _ EXP __ _ REVIEWED BY: fl! N.r.s. INSPECTOR DATE DATE LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 8 fsHm"l7 CITY OF CARLSBAD I SH43EETS I 1---1----t---------------t----t---;---t---i ~ PLANNING DEPARTMENT l----+---;---------------1----;---;--;----i (760)729-8637 FAX:(760}729-8324 40' DATE: 10-18-04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 SCALE: 1" = 20' LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH FARADAY AVENUE & EL FUERT£ STREET APPROVED 1---+--+--------------+--t---t---+----t -c==~~~~==,:-----lo-z7-oy ASSISTANT PLANNING DIRECTOR DATE: DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY ' -~-+--=--1--------------+-:--=:--t-::=--f-::-:=--+c-~-i OWN BY: PROJECT NO. I DRAWING NO. ~ RVWD By:. --C.T. 97-13 415-9M a....J L ________________________________________________________ ...:, ___________ _:D:Rll:WN:BY::: ==AD=L=/T:G:/:CE===J~EN~G~IN~EER~OF~WO~RK~==~R~E~Vl~S~IO~N~D~E~S~C~R~IP~T~IO~N~==~O~TH~E;R ~AP~PR~O~VA~L:!;;C~ITY~Af'~P~RO~V~AL~~~~==~=======~===:::!J m ~ I u. ~ / "' ~ "' Q) ~ ~ 1/l ./ " 0 u / N N n 0 N / 1/l f-u uJ ' 0 "' u. / 1/l 11,,--... H H RI A '•f ', ., .. • 'fl .. • PUBLIC TRAIL---. RI H H H 24 EL o' 10' 20' 40' AOL PLANNING --- ASSOCIATES __ I.AND Pl.ANNING 1.ANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D. C A. 9 2 0 0 8 (710)729-8837 fAX:(710)72t-83Z4 DATE: 10-18 -04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 SCALE: 1 u = 201 DRAWN BY: AOL/ TG I CE , . ' :~:<JC'-~? \ \ \, SEE SHEET 41 FOR PLANTING LEGEND AND NOTES SEE SHEET41 FOR PLANTING DETAILS SEE SHEET 42 FOR PLANTING SPECIFICATIONS KEYMAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ,.,, H H . ···-·/:ti "AS BU I LT" P.E. __ _ EXP ___ _ REVIEWED BY: INSPECTOR !IIN,T.S. DATE DATE fsi=iffil CITY OF CARLSBAD I SH43EETS I t----+--t-----------------1---+---+---+---I ~ PLANNING DEPARTMENT t---+--+----------------t---+---+---1----1 LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH FARADAY AVENUE & El FUERTE STREET APPROVED , 1 A 1----+---+-------------+--+---+---1---1 ..,.===~~LfR.~'J~1~==-----/0-21-<71 ASSISTANT PLANNING DIRECTOR DATE: DAiE INITIAL CA iE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ar,-APPROVAL OWN BY: __ _ CHKD BY: __ RVWD BY: PROJECT NO. C.T. 97-13 DRAWING NO. 415-9M ,,, ' ~ 7. · ------H -::-;:!fl ru RI H H :" H.C: I 1'~ RI H - i'"' ' lli/ .. -. . 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I ~ I,;;/, ' . / ./ ~ .. ............ . , ...... .... -·----", . .. ,, .. JJ 32 -~ ~ --· ··"· ' '' 0 ' -.::I" " -1u ,w ,, ''! :::c :m en .. . ' en I w iii z :ffl EL FUERTE\ STREET w, ~ ~ \ \ I o· 10' 20· 40' AOL PLANNING --- ASSOCIATES __ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA, 92006 D!0)729-8837 FAX:D60}72t-83H DATE: 16'48 • 04 SUBMITTAL: ANAL• SUBMITTAL JOB NO: 20322 SCALE: 1' = 20' DRAWN BY: ADL/TG/CE SEE SHEET 41 FOR PLANTING LEGEND AND NOTES SEE SHEET 41 FOR PLANTING DETAILS SEE SHEET 42 FOR PLANTING SPECIFICATIONS KEYMAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. '\I',! l!l'J N.T.S. "AS BUil T" P.E, ___ EXP DATE REVIEWED BY: INSPECTOR DATE [si=iEEr] CITY OF CARLSBAD ~ 1----1---1----------------1----+--+---lf----t ~ PLANNING DEPARTMENT ~ :==~======:::::::::::::::::::::::::::::==~=~ LANDSCAPE PLANTING PLAN FOR: DA 1£ INITIAL DA"IE INITIAL DA"IE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL CARLSBAD OAKS NORTH FARADAY AVENUE & EL FUERTE STREET DWN BY: __ _ CHKD BY: __ _ RVWO BY: PROJECT NO. C.T. 97-13 DRAWING NO. 415-9M !;; w I-a: w => LL -I w otS u.i ~ ~ 0 ~ it :c ~ ..p:.. 0 z ~ u, ~ 0 I ca \.D ~ a: :I c3 LO ,.. I ~ I Q_ _j / "" -"' w • ~ [/] / "' 0 u / N N n 0 N / V) f-u w 7 u er Q_ / cii --------- RI H H 35 EL -6 \ C) * ~ "" o· 10· 20· 40' / 36 ----!---J7 ERTE 0 AOL Ii PLANNING ----11!_ ASSOCIATES __ _. ____ _ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET. SUITE C C A R L S 8 A D, C A. 9 2 0 0 e Q!0)729-1637 rAk:Q60)729-IJ24 DATE: 10-16-04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 SCALE: 1" = 20' STREET SEE SHEET 41 FOR PLANTING LEGEND AND NOTES SEE SHEET 41 FOR PLANTING DETAILS SEE SHEET 42 FOR PLANTING SPECIFICATIONS KEYMAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ll!J N.T.8. "AS BUil T" P.E. __ _ EXP __ _ DATE REVIEWED BY: INSPECTOR DATE fsiml 0 CITY OF CARLSBAD I sH43EETs I l----+---1--------------+---+---1--+---1 ~ PLANNING DEPARTMENT 1----+---1--------------+---+---1--+---I LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH FARADAY AVENUE & El FUERTE STREET APPROVED 1---1---+-----------+---+--+---i--1 --~~..L...!~-----/0-27-ot./ ASSISTANT PLANNING DIRECTOR DATE: DATE INl11AL DATE INl11AL DATE INl11AL • 1----+---1--------------+---+--1--+---I OWN BY: ---PROJECT NO. I DRAWING NO. ~ RE R PTO CHKD BY:__ CT 9713 415-9M a... L __ .;... _________________________________________________________________ ..:ORA=WN:BY:'==A:D:L:/T:G:/:CE===~~EN~G~INE~E=R=OF=WO=RK:!::::=::=::==V=IS=IO=N==D=E=S=C==I ==I =N======~O=TH=ER=Af'=PR=OV~A~L±:C~ITY~A~PP~RO~V~AL~~RVW~D~B~Y=:======·=·=·=======~__J :::, <[ m "' "' 0 m ) G) 2 3 r,fl @ TREE STAKING (!) RUBBER GARDEN HOSE ® GALVANIZED TURNBUCKLE (j) PREVAILING ~NO AXIS PARALLEL TO STAKES ® 2' DIA 1CT Pit£ LODGE POLE STAKE ® TREE TIES (3) (SEE SPECIFICATIONS) © ANISHGRADE ® TREE PLANTING PER DETAIL 'E' N.T.S. © 2" X 4' X 3'-0' LONG RMJ. DEADMEN @) 2-0' MINIMUM @ 12 GA. GALVANIZED ~RE (DO NOT SPLICE) 3/f!' OR 5/16' 0.0. X .002 WT. POLYETHYLENE nJBING BY WARD MFG. (714) 631-5055. PAINT TUBING REMOTE #1 UM19A BY AMERITONE PAINT @ ANISH GRADE (Z) TREE PLANTING PER DETAIL 'E' NOTE: MIN. 3 GUYS PER TREE @) TREE GUYING N.T.S. (D ROOTBAll, SET CROWN 1' ABOVE GRADE (D FINISH GRADE ® FERTILIZER TABLET PER SOILS REPORT (!) PlACE ROOTBALL OVER NATIVE SUBGRADE @) 2' BASIN BERM FOR SHRUBS 4' BASIN BERM FOR TREES @ lAYER OF MULCH (SEE PLANTING SPECIFICATIONS FOR DEPTH) MAINTAIN 3' FROM TRUNK ('.D PlANTING HOLE -2 TIMES CONTAINER WIDTH @ BACKRLL (SEE SPECIFICATIONS) @ CONTRACTOR TO PRUNE UP ALL TREES & SHRUBS 12' FROM FINISH GRADE 2•)----,_ ------(7 4 l 1 ® CD ROOTBALL, SET CROWN 1' © 'l lAYER OF MULCH ABOVE GRADE MAINTAIN 3' CLEAR OF ® FINISH GRADE SHRUB BASE ® FERTILIZER TABLET 0 BACKFILL (SEE SPECIFICATIONS) PER SOILS REPORT ® CONTAINER DEPTH 0 PlACE ROOTBALL OVER (12' MIN. FOR LINERS) NATIVE SUBGRADE © 2X CONTAINER DIA. ® 2' BASIN BERM (12' MIN. FOR LINERS) ® SLOPE PLANTING N.T.S. ©--- 1 i;-c-.~~,: .. ~.::::·~.\2'j'~-:~[· "-:-~:'i,:--_.1;: ;;;;;~;:::;~.-.,;,;,-J,,.,,;-·'1_,r:--__ :"!-,e:;;. ;::,,;.e:::;:.-::f;:;.;;;;;t;;":\ l I ~;~~-r&::- l] ®-\t\-11 @,--......../ .,j,------=®=-------,1,- CD CONCRETE CURB @ ANISH GRADE @ PlACE ROOTBAI.L OVER NATMc SUBGRADE Cf) CURB OR PAVING @ PLANTING HOLE -2 TIMES BOX ~DTH (D ROOTBALL -SET CROWN 2" ABOVE GRADE @ BACKFILL (PER SPECIACATIONS) @ ROOT BARRIER (SEE PlANTING SPECIFICATIONS SECTION 2.6.5.) ROOT BARRIER SHALL BE LOCATED PARALLEL TO ALL PAVING SURFACES AS REQUIRED @ MULCH IF REQUIRED, SEE PlANTING SPECIFICATIONS ® ROOT BARRIER N.T.S. HYDROSEED MIXTURES HYDROSEED MIX 'A" -ORNAMENTAL SLOPES FACING STREETS BOTANICAL NAME COMMON NAME MIN.% PURITY/GERMINATION ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY 98/75 GAZANIA 'PIXIE DWARF WHIT!; GAZANIA 90 I 40 LINARIA MAROCCANA BABY SNAPDRAGON 98/80 LOBUlARIA MARmMA 'CARPET OF SNOW CALIFORNIA POPPY 98/75 HYDROSEED MIX "B" -NATURALIZING SLOPES FACING NATIVE AREAS BOTANICAL NAME COMMON NAME MIN.% PURITY/GERMINATION ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 15/60 CAMISSONIA CHEIRANTHIFOLIA BEACH EVENING PRIMROSE 90/80 CLARKIA PURPIJREA WINECUP ClARKIA 90/80 COLLINSIA HETEROPHYLlA CHINESE HOUSES 98/90 ENCEUA CALIFORNICA CALIFORNIA ENCEUA 40 I 60 ERIODICTYON CRASSIFOUUM TIHICK-LEAVED VERBA SANTA 40/40 ERIOGONUM FASCIC\JlATUM COMMON BUCKWHEAT 50120 ERIOPHYLLUM CONFERTIFLORUM GOLDEN YARROW 30/70 ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY 88/80 lASTHENIA CALIFORNICA DWARF GOLOFIELDS 70/50 LUPINUS SUCCULENTUS ARROYO LlM'INE 98/85 MIMULUS AURANTIACUS AURANTIACUS STICKY MONKEY FLOWER 2/80 PHACELIA PARRY! PARR'l'S PHACELIA 95/80 PlANTAGO INSUlARIS PlANTAIN 98/75 SALVIA APIANA WHITIESAClE 70/30 SALVIA MEWFERA BLACK SAGE 70/50 SISYRINCHIUM BEi.LUM BLUE-EYED GRASS 95/75 HYDROSEED MIX 'C" -TEMPORARY SLOPES BOTANICAL NAME COMMON NAME MIN.% PURITY/GERMINATION ACHILLEA MILLEFOLIA COMMON YARROW ALYSSUM CARPET OF SNOW DIMORPHOTIHECA PUNIAUS AFRICAN DAISY ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY FESTUCA MEGALURA ZORRO FESCUE LBS./ACFIE 2.0 10.0 2.0 2.0 16.0 LBS./ACRE 0.2 1.0 1.0 2.0 1.0 1.0 1.0 1.0 2.0 0.5 3.0 0.2 1.0 15.0 1.0 2.0 1.0 33.9 LBS./ACRE 4 3 2 3 20 PLANTING NOTES 1. THE PLANTING PLAN IS DIAGRAMMATIC AND SHALL BE USED AS A GUIDE FOR SETTING OUT PLANTS. PRIOR TO PLANTING, THE LANDSCAPE ARCHITECT SHALLL BE CONTACTED TO APPROVE ALL PLANT LOCATIONS AIND DIRECT ADJUSTMENTS. 2. PLANT MATERIALS SHALL CONFORM TO NURSERYMAN'S STANDARDS FOR SIZE AND HEALTH. ALL PLANTS ARE SUBJECT TO REJECTION BY THE LANDSCAPE ARCHITECT IN SUBSTAINDARD IN SIZE, QUALITY, OR HEALTH. 3. PROVIDE WATERPROOF SPECIES IDENTIFICATION TAGS ON ONE PLANT PER SPECIES PER GROUPING. 4. PLANT COUNTS ARE FOR THE CONVENIENCE OF THE LANDSCAPE CONTRATOR ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON THE PLAN. 5. IRRIGATION SYSTEM SHALL BE FUU.Y OPERATIONAL AND ALL PLANTING AREAS THOUROUGHLY SOAKED PRIOR TO PLANTING. 6. LANDSCAPE CONTRACTOR SHAU. REMOVE EXISTING VEGETATION, TRASH, CLIPPINGS, ROCK AND OTHER DEBRIS IN PLANTING AREAS. RAKE AND FINE GRADE ALL PLANTING AREAS PRIOR TO COMMENCNMENT OF PLANTING OPERATIONS. 7. PLANTING PITS SHALL BE TWICE THE CONTAINER WIDTH AND OF EQUAL DEPTH. 8. PLANTING PITS AND PLANTERS SHALL BE BACKFILLED WITH EXISTING SITE SOIL AND 1 /4 (BY VOLUME) NITRIFIED TOP SOIL MIX. FERNS, AZALEAS AND ACID PLANTS SHALL RECEIVE AN ADDITIONAL 1/3 (BY VOLUME) PEAT IN BACKFILL MIX. 9. TREES AND SHRUBS SHALL BE FERTILIZED AT THE TIME OF PLANTING WllH 21-GRAM AGRIFORM TABLETS AT lliE FOLLOWING RA TES: GROUNDCOVER-(5 GRAM 20-10-5 TABLEl) 1 GALSIZE-1 TABLET 15 GAL.-5 TABLETS 36" BOX-10 TABLETS 5 GAL SIZE-3 TABLETS 24" BOX-8 TABLETS 48" BOX-12 TABLETS 10. STAKE 5 GALLON AND DOUBLE STAKE 15 GALLON AND 24" BOX TREES. GUYING OF LARGER TREES SHALL BE DONE AT THE LANDSCAPE ARCHITECTS DISCRETION. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE STABILITY DURING LENGTH OF THE GUARANTEE PERIOD. 11. VERIFY TREE PIT DRAINAGE WllH 24 HOUR WATER FILL TEST PRIOR TO PLANTING. ALL BOXED TREES NOT DRAINING ARE TO HAVE A 4" DIAMETER AUGER HOLE DRILLED THROUGH AINY HARDPAN OR COMPACTED EARTH AS BEQUIRED TO PROVIDE DRAINAGE IN A 24 HOUR PERIOD. 12. AU. PLANTING AREAS EXCEPT SLOPES SHALL BE PREPARED BY APPLYING THE FOU.OWING AMENDMENTS TO THE SOIL AIND TILLING INTO THE TOP fl' OF SOIL: 3 CU. YD./1000 S.F. NITRIFIED WOOD SHAVINGS 100LBS./1000 S.F. AGRICULTURAL GYPSUM 25 LBS./1000 S.F. 12-12-12 FERTILIZER NOTE: SUBJECT TO CHANGE PER SOIL TEST RECOMMENDATIONS. 13. AFTER ROUGH GRADING, CONTRACTOR SHALL TAKE SOIL SAMPLES FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDmONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: A. ORGANIC MATTER CONTENT B.N.P.K. C.PH D.ED E. SOIL TEXl\JRE (SILT, CLAY, SAND) F. RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE THE RESULTS AIND RECOMMENDATIONS OF TI-IE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY TI-IE CITY. THE APPROVED RECOMMENATIONS FOR AMENDMENTS AIND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS BY THE LANDSCAPE ARCHITECT PRIOR TO TI-IE START OF CONSTRUCTION AIND SHALL BECOME PART OF THE APPROVED PLANS. 14. POST PLANTING FERTILIZATION SHALL BE PERFORMED BY CONTRACTOR AT 30, 60, AND 90 DAYS AFTER PLANTING. 15. PLANTS SHAU. NOT BE PLACED WITHIN 1 Z' OF SPRINKLER HEADS. 18. SHRUBS AIND TREES SHALL BE UNDERPLANTED WITH GROUNDCOVER AS SHOWN BY ADJACENT SYMBOL. 17. GROUNDCOVER SHALL BE PLANTED USING TRIAINGULAR SPACING AS NOTED IN LEGEND. 18. PROVIDE A 3" LAYER OF "WALK ON BARK" FOR ALL NON-TIJRF AREAS LESS STEEP THAN 3:1. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO "BULK DELIVERY' TO SITE. 19. VINES SHALL BE SECURED TO ADJACENT FENCES POSTS OR WALLS USING VINE TIES. 20. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF NINETY (90) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLEAN, WATERED, AIND WEED-FREE. ALL DEAD OR DYING PLANTS SHALL BE RF.PLACED DURING THE MAINTENANCE PERIOD. 21. CONTRACTOR SHALL GUARANTEE PLANT LONGEVITY AS FOLLOWS: TREES-ONE YEAR, SHRUBS & GROUNDCOVER-SIX MONTHS. SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS FROM CITY OF CARLSBAD LANDSCAPE MAINUAL SECTION IV E.3 SLOPE PLANTING E.3-1 SLOPE PLANTING STANDARDS E.3-1.1 SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HERIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD #1 -COVER DROP/JUTE MESH 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 30 DAYS. TYPE OF JUTE MESH SHAU. BE AS APPROVED BY THE CITY AIND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR THE JUTE MESH MAY BE USED. B. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOVVIN 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' LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF lliE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4-TREES AND/OR LARGE SHRUBS E.3-1.2 E.3-1.2.1 A. TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GAU.ON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. AREAS OF APPLICATION (PLANTING) SLOPES 6:1 OR STEEPER AND: 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE A MINIMUM STANDARD# (COVER CROP AND JUTED). B. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, AND #3. C. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STAINDARDS #1, #2, #3 AND #4. E.3-1.2-2 SPECIAL CONDITIONS E.3-1.2-2.1 AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) VVIHEN 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. E.3-1.2-2.2 AREAS TO BE HYDROSEEDED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEED BED. ADL PLANNING --- PLANTING LEGEND TREES SYMBOL SIZE QTY BOTANICAL NAME COMMON NAME NOTES ~ 15GAL. 13 0 5GAL 65 24' BOX 207 " 11 24'BOX 3f/BOX 11 15 GAL 122 • (9 24'BOX 298 0(9 36'1l0X 6 24"BOX 209 15GAL. 249 • 15GAL 50 HRUBS SYMBOL SIZE QTY A 5GAL. 107 ~ , 1 GAL. 50.C. cc 5GAL. 1495 CT 5GAL 353 CV 5GAL. 240 CD 5GAL. 1531 EC 5GAL. 80 H 1 GAL. 1612 L 5GAL. 353 LF 5GAL. 116 @ 1 GAL. 4350 PT 5GAL 98 ~ 1 GAL 50.C. R 5GAL. 140 RI 5GAL. 620 RL 5GAL. 97 EUCALYPTUS DEGLUPTA EUCAL YPruS ACIFOLIA lAGERSTOEMIA INDICA 'MUSKOGEE' PINUS HALEPENSIS PINUS HALEPENSIS PLATANUS RACEMOSA QUERCUS AGRIFOLIA OUERCUS AGRIFOLIA QUERCUS IL.EX SAMBUCIJS MEXICANA TRISTANIA CONFERTA BOTANICAL NAME ABELIA GRANDIFLORA ACACIA REDOLENS CARPENTERIA CALIFORNICA CEANOTHUSTOMENTOSUS CEANOTHUSVERRUCOSUS COMAROSTAPHYLIS DrlERSIFOLIA ECHIUM CANDICANS HETEROMELES ARBUTIFOLIA LEPTOSPERMUM SCOPARIUM SNOW WHITE' LEUCOPHYLLW FRUTESCENS LIMONIUM CALIFORNICUM PHORMIUM TENAX 'ATROPURPUREUM PLUMBAGO AURICUlATA RHAPHIOLEPIS INDICA 'ENCHANTRESS RHUS INTEGRIFOLIA RHUS lAURINA MINDANAO GUM RED FLOWERING GUM CRAPE MYRTLE ALEPPO PINE ALEPPO PINE CALIFORNIA SYCM«JRE COAST LIVE OAK COAST LNE OAK HOLLY OAK BLUE ELDERBERRY BRISBANE BOX COMMON NAME GLOSSY ABELIA N.C.N. BUSH ANEMONE RAMONA CEANOTIHUS WARTYSTEM CEANOTIHUS SUMMER HOLLY PRIDE OF MADEJ!A TOYON NEW ZEAlAND TEA TREE TEXAS RANGER COASTAL STATICE NEW ZEALAND A.AX CAPE PLUMBAGC INDIA HAWTHORN LEMONADE BERRY lAURaSUMAC NOTES AVAllABLE AT TREE OF LIFE NURSERY AVAILABLE AT TREE OF LIFE NURSERY AVAILABLE AT TREE OF LIFE NURSERY RO 1 GAL. 1 GAL. 51 ROSMARINIJS OFFICINALIS COWNGWOOO INGRAM' COLLINGWOOD INGRAM ROSEMARY @ 0 1 GAL 133 111 ROSMARINIJS OFFICINALIS 'TUSCAN BlUE! SALVIA GREGGII GROUND COVERS SYMBOL SIZE SPACING BOTANICAL NAME I'' I' I' I' 'I I I I I I I I I I FlATS 12"0.C. GAURA UNDEIMERI 'SISKIYOU PINK' bJAD FLATS 12"0.C. GAZANIA 'MOONGLOW 1----··1 ...... FlATS 12'0.C. GAZANIA RIGENS LEUCOLAENA [~'l FLATS 18'0.C. MYOPORUMPAfMFOUUM E --··· I FlATS 12'0.C. OENOTHERA BERlANDIERI SISKIYOU' ~ FLATS 12'0.C. SALVIA SONOMENSIS 'DARAS CHOICE' ~ FLATS 12'0.C. TRACHELOSPERMUM JASMINOIDES 111111111 FlATS 50% ATRIPLEX CANESCENS 18"0.C. 50% BACCHARIS PILUlARIS I' ~ /:-'-I SEED AS REQUIRED MARATHON Ill timill HYOROSEED HYOROSEEO MIXnJRE "C' NOTES: TLISCAN BLUE ROSEMARY ALITUMN SAGE COMMON NAME GAURA CLUMPING GAZANIA TRAILING GAZANIA MYOPORUM MEXICAN EVENING PRIMROSE CREEPING SAGE STAR JASMINE FOUR-WING SALIBUSH COYOTE BRUSH 1) HYDROSEED MIX 'A" SHALL BE APPLIED TO ALL STREET FACING SLOPES. 2) HYDROSEED MIX "B" SHALL BE APPLIED TO ALL SLOPES FACING NATIVE AREAS. 3) JUTE MESH OR STRAW BLANKET SHALL BE REQUIRED ON ALL SLOPES WHEN PLANTING OCCURS BElWEEN AUGUST 15 AND APRIL 15. 4) UNDERPLANT ALL SHRUB AREAS WITI-1 GROUNDCOVER SHOWN ADJACENT. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. "AS P.E. ___ EXP REVIEWED BY: INSPECTOR NOTES PlANT IN ALTERNATING DRIFTS OF APPROXIMATELY 200 FT. 12 LBS./ACRE APPLYTOALL TEMPORARY SLOPES BUil T" DATE DATE ASSOCIATES __ _ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET. SUITE C C A R L S B A D, C A. 9 2 0 0 e l----+---+-----------+-----+---1--1----1 ~ CITY OF CARLSBAD I SH43EETS I ~~==='-===:::P::::L::::A:::N::::Nl:::::N::::G:::D::::E::::P:::AR::::T:::M::::E:::::N::::T==~==~ (760)129-8637 FAX:(710)729-'3!1 DATE: 10-18 -04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 LANDSCAPE PLANTING DETAILS, LEGEND, NOTES CARLSBAD OAKS NORTH FARADAY AV£NUE & EL FUERTE STREET FOR: APPROVE ,A -~~2 .,r~ ~L_ ___ /o-27-0t/ ASSISTANT PLANNING DIRECTOR DATE: ~ w Ii: w => u. .....I w c!S w ~ ~ ~ :c Ii: 0 z ~ 0 ~ ~ ~ TRIFOLIUM ROSE CLOVER 20 56 SCALE: N.T.S. OWN BY: ---PROJECT NO. DRAWING NO. I"- ®. E SHRUB & TREE PLANTING DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: --1 '7 L-~~~-::::::::::::::::::::N:·:T.:S:. ====~--------------------------------------------=::::::::. ____ _;:D:R~:W:N:BY::===A:D:L:/:T:G:/:CE====J~EN~G~IN~EE~R~O;F~WO~RK!:===~R~E~V~IS~l~O~N~D~E~S~C~R~l~P=T~IO~N====fO~TH~ER~A~PP~R~OV~Af.~~C~IT~Y~A~P~P~RO~V~A~L ~~RV~W~D~B~Y~:===~===C=·=T=. =9=7-;:1;:3;::;::f::: 4 :5:-:9:;M;::~J ~ LANDSCAPE PLANTING SPECIFICATIONS • LANDSCAPE WORK PART 1 -GENERAL 1.1. RELATED DOCUMENTS 1.1.1. DAAl'llNGS AND GENERAL PROVISIONS OF CONrnACT, INCLUDING GENERAL Afll SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIRCATION SECTIONS, APPlYTO llllS SECTION. 1.1.2. CllY OF CARLSBAD'S LANDSCAPE MANUAL. 1.2. SUMMARY 1.2.1. THIS SECTION INCLUDES PROVISIONS FOR lllE FOLLOWING ITEMS: 1.2.1.1. TREES. 1.2.1.2. SHRUBS. 1.2.1.3. PLANTS. 1.2.1.~. GROUNDCOVER. 1.2.1.5. SOIL AMEN!l,IENTS. 1.2.1.6. RNISH GRADING. 1.2.1.7. MAINTENANCE PERIOD. 1.2.2. RELATED SECTIONS: lllE FOLLOWING SECTIONS CONTAIN REQUIREMENTS THAT Ra.ATE TO llllS SECTION. 1.2.2.1.. UNDERGROUND SPRINKLER SYSTEM IS SPECIFIID IN DIVISION 2 SECTION, AfJ A RECLAIMED WATER IRRIGATION SYSTEM 1.3. QUALllY AfJSURANCE 1.3.1. THE CONTRACTOR SHALL SPECIALIZE IN LANDSCAPE WORK AND POSSESS ALL LICENSES Alfl PERMITS REQUIRED TO PERFORM THE WORK INCLUDING PEST CONTROL APPLICATOR'S AND C-27 IANDSCAPING LICENSES. 1.3.2, SOURCE QUALllY CONTROL: 1.3.2.1. GENERAL: SHIP LANDSCAPE MATERIALS WITH CERTIACATES OF INSPECTION REQUIRED BY GOVERNING AUTHORITIES. COMPLY WITH REGULATIONS APPLICABLE TO LANDSCAPE MATERIALS. 1.3.2.2. DO NOT MAKE SUBSTITLTIONS. IF SPECIFIED LANDSCAPE MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT SHALL SPECIFY ALTERNATE MATERIAL. CITY INSPECTOR MUST APPROVE SUBSTITllllONS. 1.3.2.3. ANALYSIS AND STANDARDS: PACKAGE STANDARD PRODUCTS WITH MAMJFACTLREFIS CERTIFIED ANALYSIS. FOR ITTHER MATERIALS, PROVIDE ANALYSIS BY RECOGNIZED LABORATORY MADE IN ACCORDANCE WITH METHODS ESTABLISHED BY THE AfJSOCIATION OF OFFICIAL AGRICULTURE CHEMISTS, WHEREVER APPLICABLE. 1.3.2.4. TREES, SHRUBS, AND PLANTS: PROVIDE TREES, SHRUBS, AND PLANTS OF QUANTllY, SIZE, GENUS, SPECIES, AND VARIETY SHOWN ",NO SCHEDULED FOR LANDSCAPE WORK AND COMPL'llNG Wllll RECOMMENDATIONS AND REQUIREI.ENTS OF ANSI ZOO. I 'AMERICAN STANDARD FOR NURSERY STOCK'. PROVIDE HEALlllY, VIGOROUS STOCK, GROWN IN A RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTLRAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AfJ KNOTS, SUN.SCALD, INJURIES, ABRASIONS, OR DISFIGUREMENT, 1.3.2.5. WHERE FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF TREES OR SHRIJBS ARE SHOWN, SELECT STOCK FOR UNIFORM HEIGHT AND SPREAD. 1.3.2.6. SELECTION: THE LANDSCAPE ARCHITECT MAY CHECK TREES AND SHRUBS EITHER AT PLACE OF GROWTH OR AT SITE BEFORE PLANTING, FOR COMPllANCE Wllll REQUIREMENTS FOR GENUS, SPECIES, VARIETY, SIZE, AND QUALITY. 11-lE CONTRACTOR SHAil SUBMIT PHOTOGRAPHS TO LANDSCAPE ARCHITECT OF TYPICAL TREES (15 GAL. AND LARGER CONTAINER SIZES) FOR LANDSCAPE WORK. LANDSC,APE ARCHITECT RETAINS RIGHTTO FURTHER CHECK TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 1.4. SUBMITTALS 1.4.1. GENERAL: SUBMITTHE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF CONTRACT AND DIVISION 1 SPECIFICATION SECTIONS. 1.4.2. PLANT AND MATERIAL CERTIRCATIONS: 1.4.2.1. CERTIFICATES OF INSPECTION AS REQUIRED BY G0\1:RNMENTAL AUTHORITIES. 1.4.22. MANUFACTURER'S OR VENDOR'S CERTIFIED ANALYSIS FOR SOIL AMENDMENTS AND FERTILIZER MATERIALS. 1.4.2.3. LABEL DATA SUBSTANTIATING THAT PLANTS, TREES, SHFIUBS AND PlANTING MATERIALS COMPLY W!TI-1 SPECIFIED REQUlflEMENTS. 1.4.2.4. SEED VENDOR~ CERTIFIED STATEMENT FOR EACH SEED MIXTURE REQUIRED, STATING BOTANICAL AND COMMON NAME, PERCENTAGES BY WEIGHT, AND PERCENTAGES OF PURITY, GERMINATION, AND WEED SEED FOR EACH SEED SPECIES. 1.4.3. SOIL TESTING: 1.4 3.1 lJ'ON COMPLETION OF GRADING OPERATIONS, THE CONTRACTOR SHALL TAKE ONE REPRESENTATIVE SOIL SAMPLE FROM EACH DIFFERENT SOIL TYPE AND OONDITION FOR AGRICULTURAL SUITABIUTY TESTING AT A DEPTH OF 6' TO 12'. SOIL SAMPLES SHAil REPRESENT A CROSS SECTION OF SOIL CONDITIONS PRESENT AT THE SITE. 1.4.3.2. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY PRE-APPROVED BY THE CITY. TESTS SHAil iNDiCATE ORGANIC MATTER CONTENT; N, P, K; PH; EC; SOIL TEXTURE; RECOMMENDATIONS FOR AMENDMENTS, LEACHING, HYDROSEEDING, SOD LAWN, SEED LAWN, ACID LOVl<G PLANTS AND MAINTENANCE FERTILIZATION. 1.4.3.3. SOIL TEST RESULTS AND RECOMMENDATIONS OF THE LABORATORY SHALL BE SUBMITTED TO 11-lE CITY OF CARLSBAD INSPECTOR AND THE LANDSCAPE ARCHITECT FOR INCORPORATION INTO THE PLANS. TEST RESULTS MUST BE REVIEWED AND APPROVED PRIOR TO SOR. AMENDING. 1.4.3.4. PRODUCTS SPECIFIED BY PFIODUCT NAME BY lllE SOILS TESTING LAB IN THE RECQMI.Ei'IJATIONS MAY BE SUBSTIMED WITH "OR EQUAL' PRODUCTS APPROVED BY 11-lE OWNElfS REPRESENTATIVE. 1.5. DELIVERY, STORAGE AND HANDLING 1.5.1. PACKAGED MATERIALS: DELIVER PACKAGED MATERIALS IN OONTAINERS SHOWING WEIGHT, ANALYSIS, AND NAME OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION DURING DELIVERY, AND WHILE STORED AT SITE. 1.5.2. TREES AND SHRUBS: DO NOT PRUNE PRIOR TO DELIVERY UNLESS 011-lERWISE APPROVED BY LANDSCAPE ARCHITECT. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH MANNER AS TO DAMAGE BARK, BREAK BRANCHES, OR DESTROY NATURAL SHAPE. PROVIDE PROTECTIVE COVERING DURING DELIVERY. 1.5.3. DO NOT REMOVE CDNTAINER,GRO'M'l STOCK FROM CONTAINERS UNTIL PLANTING TIME 1.6. JOB CONDITIONS 1.6.1. l/llLITIES: DETERMINE LOCATION OF UNOEFIGROUND l/llUTIES PRIOR TO THE INITIATION OF ANY WORK. PERl'ORM ALL WORK IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE, AS REQUIRED. MAINTAIN GRADE STAKES SET BY OTHERS UNTIL REMOVAL IS MUTUALLY AGREED UPON BY PARTES CONCERNED. 1.6.2. EXCAVATION: WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AfJ RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTING. 1.7. SEQUENCING AND SCI-EDULING 1.7.1. PLANTING TIME: PROCEED WITH, ANO COMPLETE LANDSCAPE WORK AS RAPIDLY AfJ PORTIONS OF SITE BECOME AVAILABLE. WORK SHALL BE PERFORMED DURING THOSE PERIOOS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. 1.7.2. COORDINATION WITH GROUNDCOVERS: PlANT TREES AND SHRUBS AFTER FINAL GRADES ARE ESTABLISHED AND PRIOR TO PLANTING OF GROUNDCOVERS. UNLESS OTHERWISE APPROVED BY LANDS(',APE ARCHITECT. IF PLANTING OF TREES AND SHRUBS OCCURS AFTER GROUNDCOVER PROTECT GROUNDCOVER AREAS AND PROMPTLY REPAIR DAMAGE TO GROUNDCOVERS RESULTING FROM PLANTING OPERATIONS. 1.8. SPECIAL PROJECT WARRANTY 1.8.1. WARRANTY LAWNS AND GRO~DCOVERS THROUGH SPECIFIED MAINTENANCE PERIOD, AND UNTIL FINAL ACCEPTANCE. 1.8.2. WARRANTY SHRUBS FOR A PERIOD OF 90 DAYS AFTER DATE OF ANAL ACCEPTANCE. 1.8.3. WARRANTY TREES. FOR A PERIOD OF ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION, AGAINST DEFECTS INCLUDING DEATI-l, POOR GROWTH OR FORM. 1.8.4. REMOVE AND REPLACE TREES, SHRUBS, OR OTHER PLANTS FOUND TO BE DEAD OR IN UNHEALTHY CONDITION DURING WARRANTY PERIOD. MAKE REPLACEMENTS WITHIN 14 CALENDAR DAYS OF NOTIFICATION. REPLACE TREES AND SHRUBS WHICH ARE IN DOUBTFUL CONDITION AT END OF WARRANTY PERIOD; UNLESS, IN OPINION OF LANDSCAPE ARCHITECT. IT IS ADVISABLE TO EXTEND WARRANTY PERIOD FOR A FULL GROWING SEASON. 1.8.5. ANOTHER WARRANTY SITE OBSERVATION VISIT WILL BE OONDUCTED AT END OF EXTENDED WARRANTY PERIOD, IF ANY, TO DETERMINE ACCEPTANCE OR REJECTION. REQUIRED REPLACEMENTS SHALL BE FURNISHED, AND PLANTED AS ORIGINALLY SPECIFIED. PART 2 -PRODUCTS 2.1. SOIL AMENDMENTS 2.1.1. ORGANIC SOIL AMENDMENT SHALL BE A BLENDED COMMERCIALLY PROCESSED SOIL OONDITIONER CONSISTING OF AN ORGANIC-BASED CONDITIONER, PREPARED BY MIXING A LIGHT, FRIABLE, SILICEOUS MATERIAL WITH NITROGEN-FORTIFIED, FINELY GROUND BARK, WOOD CHIPS ANO/OR SAW DUST. THE MATERIAL SIHALL CONTAIN A LONG-LASTING FORM OF IRON AND SHALL BE WR.BUR-ELLIS 'ORGANO-LIFE' SOIL AMENDMENT OR APPROVED EQUAL. 2.12. BARK MULCH: MULCH SHAil BE EARTHWISE ECO-MULCH, AS MANUFACTLRED BY AJ. ECOLOGY INDUSTRIES INC., (619) 744-0042. SUBMIT SAMPLE TO CllY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO SITE. 2.1.3. COMMERCIAL FERTIJZER: COMPLETE FERTILIZER OF NEUTRAL CHARACTER, PER THE SOIL TEST RECOMMENDATIONS, 2.1.4. PLANT TABLETS: 2.1.4.1. GROUNOCOVER: AGRIFORM 5-GRAM (20-10-5) BLUE CHIP TABLETS. 2.1.4.1. SHRUBS AND TREES: AGRIFORM 21-GRAM (20-10-5) BLUE CHIP TABLETS. 2.1.5. IRON SULFATE, 1110N SHALL BE EXPRESSED AS METALLIC-OERIVED FROM SULFATE-DEEP GREEN {FES04H20) A MINIMUM ANALYSIS OF 200 % AND 98.3% RETAINED ON A 10 MESH SCREEN. 2.1.6. GYPSUM, AGRICULTUlAL GRADE GYPSUM SHALL BE A (CAfJ04H20) CALCIUM SLI.FATE 94.3 SHALL PASS A 50 MESH SCREEN. 2.2. PLANTING BACKFILL MIX 2.2.1. PLANTING BACKFILL SHALL BE A 11-lOROUGHLY BLENDED Ml)()URE OF EXCAVATED-SOIL FROM THE PITS AND SOILAMENDMENTSATTI-lE RATE RECOMMENDED INTHE SOIL TEST RESULTS. 2.3. PLANT MATERIAL 2.3.1. QUALITY: PROVIDE TREES, SHRUBS, AND OTHER PLANTS OF SIZE, GENUS, SPECIES, AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUlflEMENTS OF ANSI Z60. I 'AMERICAN STANDARD FOR NURSERY STOCK.' 2.3.2. CONTAINER STOCK (1 GAL., 5 GAL., 15 GAL.. BOXES) SHALL HAVE BEEN GROWN IN CONTAINER FOR AT LEAST SIX MONTI-lS, BUT NOT OVER lWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. 2.3.3. TREES: PROVIDE TREES OF HEIGHT ANO WIDTH SCHEDULED OR SHOWN AND WITH BRANCHING OONFIGURATION RECOMMENDED BY ANSI Z00.1 FOR TYPE AND SPECIES REQUIRED,. UNLESS OTHERWISE SPECIRED QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. PROVIDE SINGLE STEM TREES EXCEPT WHERE SPECIAL FOAMS ARE SHOWN OR LISTED. 2.3.4. SHRUBS: PROVIDE SHRUBS OF THE HEIGHT AND WIDTH SHOWN OR LISTED AEOUll1ED BY ANSI Z60.1 FOR TYPE AND HEIGHT OF SHRUB REQUlflED. 2.4. GROUNDCOVER MATERIALS 2.4.1. SEED: PROVIDE FRESH, CLEAN, NEW-CROP SEED COMPl YING WITH TOLERANCE FOR P\JIITY AND GERMINATION ESTABLISHED BY OFFICIAL SEED ANALYSTS OF NORTI-l AMERICA. PROVIDE SEED MIXTLRE COMPOSED OF SEED SPECIES, PROPORTIONS AND MINIMl.l,1 PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AfJ SPECIFIED IN THE 'SCHEDULE OF SEED MIXTLRES" INDICATED ON PLANS. 2.4.2. PROVIDE GROUND COVER PI.JINTS ESTABLISHED AND WELL ROOTED IN FLAT REMOVABLE CONTAINERS AND WITH NOT LESS THAN MINIMUM NUMBER AND LENGTH OF RUNNERS REQUIRED BY ANSI Z60.1 FOR THE POT SIZE SHOWN OR LISTED. 2.6. HYDAOSEEO COMPONENTS ANO ADDITIVES 2.5.1. MATERIALS: ALL MATERIALS SHALL BE STANDARD, APPROVED, FIRST GRADE QUALITY AND IN PRIME CONDITION WHEN INSTALLED. ALL COMMERCIAL PROCESS OR PACKAGING MATERIAL SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. 2.5.2. BINDER -AZ-TAC OR EQUAL 2.5.3. CELLULOSE FIBER MULCH • l'IEYERHAEUSER 'SILVA-FIBER' OR EQUAL. 2.6. MISCELLANEOUS LANDSCAPE MATERIALS 2.6.1. STAKING MATERIAL: STAKES SHALL BE OF LODGEPOLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STLBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNITTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. 2.6.2. TREE TIES: TREE TIES SHALL BE V.1.T. CINCH-TIE OR APPROVED EQUAL. 2.6.3, GUY WIRES: 12 GAUGE GALVANIZED WIRE. 2.6.4. BUY WIRE HOSE: 3/8' OR 5/16' X .062' WT POLYETHYLENE TLBING BY WARD MFG., (714) 631-5055. 2.6.5. ROOT BARRIERS: COPOLYMER POlYPROPYLENE, INJECTION MOLDED, .000 THICKNESS ROOT BARRIER AS MAMJFACTURED BY DEEP ROOT CORPORATION. (800) 458•7668. USE MODEL UB 24-2 ADJACENT TO CURBS AND PAVING SURFACES. USE MODEL UB 36-2 ADJACENT TO RETAINING WALLS ANO BUILDING FOOTINGS. PART 3 -EXECUTION 3.1. PREPARATION -GENERAL 3.1.1. ALL ROCK AND OTHER GROWTH OR DEBRIS ACCUMUI.ATED DURING THE DURATION OFTHE PROJECT SHALL BE REMOVED FROM THE SITE. 3.1.2 GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IFTHE MOISTURE CONTENT OF 11-lE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTLRE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTLRE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. 3.1.3. All SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK. CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY BElWEEN lllE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. 3.1.4. QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. CERTIFY ANY CLARIRCATION'S WITH THE LANDSCAPE ARCHITECT. ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES. AND OTHER EXISTING PROPERTY DURING ALL PHAfJES OF THE SOIL AMENDING, PLANTING AND GRADING OPERATIONS. 3.1.5. CONTRACTOR SHALL SUPPLY SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS, AND INVOICES FOR SOIL PREPARATION MATERIALS, AND SHALL INVOICE SUCH MATERIAL. COMPARING THE TOTAL QUANTITIES OF EACH MATERIAL FURNISHED AGAINST THE TOT Al AREA TO EACH OPERATION. IF THE MINIMUM SOIL PREPARATION RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT WILL REQUIRE AT NO COST TO OWNER, lllE DISTRIBUTION OF ADDITIONAL QUANTITIES OF lllESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. 3.2 FINISH GRADING 3.2.1. RNISH GRADING: FINISH GRADES SHALL BE AS INDICATED ON 11-lE CIVIL ENGINEEFIS DRAWINGS AND LANDSCAPE DRAWINGS. 3.2.2. FINISH GRADES SHALL BE MEASURED AS 11-lE FINAL WATER COMPACTID AND smLED SURFACE GRADES; AND SHALL BE WITHIN PWS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE DRAWING. 3.2.3. MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE WHERE REQUIRED BY THE LANDSCAPE ARCHITECT. 3.2.4. ALL UNOULATIONS AND IRREGULARITIES IN THE PLANTING SURl'ACES RESULTING FROM TILLAGE, ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. 3.2.5. THE CONTRACTOR SHALL TAKE EVERY PRECAl/llON TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND ITTHER UNDERGROUND UTILITIES DURING HIS GRADING AND CONDITIONING OPFRATIONS. 3.2.6. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF 11-lE SITE Wllll ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. 3.2.7. FINISH GRADE SHALL MATCH THOSE OF lllE CIVIL ENGINEER'S DRAWINGS. FINAL GRADES SHALL BE ACCEPTABLE TO 11-lE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. 3.3. PREPARATION FOR PLANTING AREAS 3.3.1. SOIL CONDITIONING, FERTILIZING & ROTOTUJNG: AFTER THE PLANTING AREAfJ HAVE BEEN GRADED, APPLY SOIL AMENDMENTS ANO INITIAL FERTILIZERS AS SPECIFIED IN ALL LAWN AND GROUND COVER AREAS WITH A SLOPE OF 3:1 OR FLATTER. ALL LAWN AREAS SHALL BE CROSS-RIPPED IN lWO DIRECTIONS TO A DEPTH OF 8 INCHES MINIMUM BELOW FINISH GRADE. DURING 11-llS OPERATION, ALL STONES OVER 1 INCH IN GREATEST DIMENSION SHALL BE REMOVED. REMOVE HIGH AREAS AND FILL IN DEPRESSIONS. TILL TO A DEPTH OF NOT LESS lllAN 6 INCHES BY ROTOTILLING A MINIMUM OF TWO (2) ALTERNATING PASSES. TILL SOIL TO A HOMOGENEOUS Ml)()URE OF FINE TEXTURE, FREE OF LUMPS, CLODS, STONES. ROOTS AND OTHER EXffiANEOUS MATTER. GRADE SHALL BE RETURNED TO lllE CONDITION OF THE APPROVED GRADING PLANS. 3.3.1.1. PRIOR TO PREPARATION OF UNGRADED AREAS DESIGNID TO BE LANDSCAPED, REMOVE EXISTING VEGETATION AND WEEDS. PROPERLY DISPOSE OF SUCH MATERIAL OUTSIDE OF OWNER'S PROPERTY. 3.3.1.1.1. SOIL AMENDMENTS SIHALL BE APPLIED ATTHE RATES RECOMMENDED BY THE SOIL TESTING LAB. THE FOLLOWING SCHEDULE IS FOR BIDDING PURPOSES ONLY. ADJUSTMENTS MAY BE NECESSARY. 3.3.1.1.1.1. ORGANIC AMENDMENT 6 CU. YD. PER 1,000 SQ. FT. 3.3.1.1.1.2. IRON SULFATE: 20 LBS PER 1,000 SQ. FT. 3.3.1.1.1.3. GYPSUM: 120 LBS PER 1,IXXJ SQ. FT. ~.3.1.1.1.4. PRE-PLANT FERTILIZER: 30 LBS PEA 1,000 SQ. FT. 3.3.2 ALL SLOPE AREAS 2: 1 OR STEEPER SHALL RECEIVE GYPSUM AT A RATE OF 120 LBS. PER 1,000 SQ. FT. 3.4. EXCAVATION FOR TREES AND SHRUBS 3.4.1. CONTAINER GROWN STOCK IN CANS SHALL BE REMOVED WITHOUT DISTURBING THE ROOT BALL. STOCK GROWN IN BOXES SHALL HAVE BOTTOMS REMOVED. ALL USED CONTAINERS SHALL BE REMOVED TO lllE STORAGE AREAS OR FROM THE SITE. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOI.E AND SHALL BE SET PLUMB, REMOVE SIDES OF BOXES AND HOLD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED AROUND EACH ROOT BALL. 3.4.1.1. FOR CONTAINER GROWN STOCK, EXCAVATE AS SPECIFIED FOR SIZE OF CONTAINER WIDlll AND DEPTH. 3.4.1.2. DISPOSE OF EXCESS SUBSOIL REMOVED FROM Pl.ANTING EXCAVATIONS. 3.4.1.3. FILL EXCAVATIONS FOR TREES AND SHRUBS WITH WATER AND ALLOW WATER TO PERCOLATE OUT PRIOR TO PLANTING. 3.6. PlANTING TREES AND SHRUBS 3.5.1. ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SEffilNG, lllEY BEAR ONE INCH ABOVE 11-lE SURROUNDING FINISH GIADE AfJ THEY BORE TO THE SOIL LINE GRADE IN THE CONTAINER. 3.5.2. PLANTING TABLETS SHALL BE PlACED IN EACH TREE ANO SHRUB PLANTING HOLE AT THE FOLLOWING RATE: 3.5.2.1. 1-21 GRAM TABLET PER 1 GALLON CONTAINER. 3.5.2.2. 3-21 GRAM TABLETS PER 5 GALLON CONTAINER. 3.5.3. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION. 3.5.4. WATER BASIN SHALL BE FORMED AROUND EACH TREE AND SHRUB PER DETAIL. ALL PLANTS SHALL BE THOROUGHLY WATERED IMMEDIATELY AFTER PLANTING. 3.5.5. WHEN DIRECTID BY THE LANDSCAPE ARCHITECT, CONTRACTOR SHALL PRUNE, llllN OUT, AND SHAPE TREES AND SHRUBS IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACllCE. PRUNE TREES TO RETAIN REQUIRED HEIGHT AND SPREAD. UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT, DO NOT cur TREE LEADERS, AND REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES, IF ANY. PRUNE TREES AND SHRUBS TO RETAIN NATURAL CHARACTER. 3.5.6. REMOVE AND REPLACE EXCESSIVELY PRUNED OR MISFORMED STOCK RESULTING FROM IMPROPER PRUNING. 3.5.7. STAKE TREES IMMEDIATELY AFTER PLANTING, AS INDICATED. ALL TREES, 15 GALLON AND SMALLER SHALL BE SINGLE STAKED, 24' BOX AND LARGER SHALL BE DOUBLE STAKED AfJ INDICATED ON DRAWINGS. 11-lE STAKES SHALL BE DRIVEN IN PLIJMB AND SECURE. SPECIAL CARE SHALL BE TAKEN TI-IAT THE DRMNG IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOTBALL. TREE TIES SHALL BE FASTENED PER DETAIL. 3.6. HYCROSEEDING 3.6.1. INSPECTION OF CONDITIONS: BEFORE PROCEEDING WITH ANY WORK, THE HYCROSEEDING LANDSCAPE CONTRACTOR SHALL CAREFULLY CHECK PLANTING AREA CONDITIONS AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTLAI. CONDITIONS. NO WORK SHALL BE DONE ON ANY AREA WHERE THERE ARE SUCH DISCREPANCIES OR WHERE CONDITIONS ARE UNSUITABLE FOR SUCCESSFUL PLANT MATERIAL ESTABLISHMENT UNTIL APPROVAL HAS BEEN GIVEN BY THE LANDSCAPE ARCHITECT. 3.6.2. QUALITY OF WORK: THE HYDROSEEDING WORK SHALL BE PERFORMED BY A COMPETENTLY TRAINED INDIVIDUAL OR HYDROSEEDING COMPANY IN ACCORDANCE WITH THE BEST STANDARDS AND PRACTICES RELATED TO THE TRADE. 3.6.3. SOIL PREPARATION: WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO SATLRATE UPPER LAYERS OF SOIL PRIOR TO HYDAOSEEDING OPERATION. ALLOW PLANTING AREA SOIL SURFACE TO DRY OUT FOR ONE DAY ONLY PRIOR TO THE HYDROSEEDING APPLICATION. CARE MUST BE TAKEN TO NOT ALLOW THE SOIL SURFACE TO BE SUPER SATLRATID WITH WATER PRIOR TO THE HYDROSEEDING INSTALLATION ATTHE SAME TIME THE SOIL SURFACE SHOOLD NOT BE BONE DRY. THERE SHOULD BE SOME RESIDU/11. MOISTURE WITHIN THE RAST 1/4 INCH OF SOIL SURFACE. 3.6.4. BEGIN THE HYDRDSEEDING OPERATION ON ALL AREAS AfJ SPECIFIED HEREIN. 3.6.4.1. HYCROMULCHING APPLICATION ANO PLANTING SCHEDULE: THE HYDROMULCHING SHALL BE APPLIED IN THE FORM OF A FLURRY CONSISTING OF ORGANIC SOIL AMENDMENTS, COMMERCIAL FERTILIZER, AND 011-lER CHEMICALS CALLED FOR. WHEN HYDRAULICALLY SPRAYED ONTO THE SOIL, THE MULCH SHALL NOT FORM A BLOTTER LIKE MATERIAL. THE SPRAY OPERATION MUST BE SO DIRECTED THATTHE SLURRY SPRAY WILL ALSO PENETRATE THE SOIL SURFACE AS TO DRILL AND MIX THE SLURRY COMPONENTS INTO 11-lE SOIL, 11-lUS ENSURING MAXIMUM IMPREGNATION AND COVERAGE. 3.6.4.2. PREPARATION OF HYDROSEEDING MIXTLRE: THE SLURRY SHALL BE PREPARED ATTHE SITE AND ITS COMPONENTS SHALL BE MIXED TO SUPPlYlllE RATES OF APPLICATION AS PER SPECIFICATIONS. 3.6.4.3. SLURRY PREPARATION SHALL BEGIN BY ADDING WATER TO THE LINK WHEN THE ENGINE IS AT ONE-HALF lllROTTLE. WHEN THE WATER LEVEL HAS REACHED THE HEIGHT OF THE AGITATOR SHAFT AND GOOD RECIRCULATION HAfJ BEEN ESTABLISHED, THE FERTILIZERS SHALL BE ADDED TO THE MIXTLRE (THE TANK SHALL BEAT LEAST 113 FILLED WITH WATER ATTHIS TIME). 3.6.4.4. 11-lE ENGINE THROffiE SHALL BE OPEN TO FULL SPEED WHEN THE TANK IS 1/2 FILLED WITH WATER. ALL ORGANIC AMENDMENTS, FIBER, AND CHEMICALS SHALL THEN BE ADDED BY THE TIME THE TANK IS 2-1/3 TO 3/4 FULL. ATTI-llS TIME THE SEED MIX SHAil ALSO BE ADDED. 3.6.4.5. SPRAYING SHALL COMMENCE IMMEDIATELY WHEN lllE TANK IS FULL AND THE SWARY IS MIXED. 3.6.5. APPLICATION: THE OPERATOR SHALL SPRAY THE AREA WITH A UNIFORM VISIBLE COAT USING THE DARK COLOR OF THE CEllULOSE FIBER OR ORGANIC AMENDMENT AS A VISUAL GUIDE. THE SWARY SHALL DE APPLIED IN A DOWNWARD DRILLING MOTION VIA A FAN STREAM NOZZLE. 3.6.6. TIME LIMIT: THE HYDROMUI..CHING SLURRY COMPONENTS ARE NOT TO BE LEFT IN THE HYDROMULCH MACl~NE FOR MORE THAN TWO HOURS. IF SLURRY COMPONENTS ARE LEFT FOR MORE lllAN TWO HOURS IN THE MACHINE, THE CONTRACTOR SHALL ADD 50 % MORE OF lliE ORIGINALLY SPECIFIED SEED MIX TO ANY SLURRY MIX WHICH HAS NOT BEEN APPLIED WlllllN THE TWO HOURS AFTER MIXING. THE CONTRACTOR SHALL ADD 75% MORE OF THE ORIGINAL SEED MIX TO ANY SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED EIGHT HOURS AFTER MIXING. ANY MIXTURE NOT APPLIED AFTER EIGHT HOURS SHALL BE REJECTED ANO DISPOSED OF OFF.SITE AT CONTRACTOR'S EXPENSE. 3.6. 7. PROTECTION: SPECIAL CARE IS TO BE EXERCISED BY THE CONTRACTOR TO PREVENT ANY OF THE SLURRY FRCM BEING SPRAYED ONTO ANY ADJACENT PROPERTY, ETC. ANY SLURRY SPRAYED ONTO THESE AREAS SHALL BE CLEANED OFF ATTHE CONTRACTOR'S EXPENSE. 3.6.8. HYDROMULCHING SCHEDULE: AS AN ADDED PRECAUTION, THE HYDROSEEDED AREA SHALL BE PRESOAKED WIT!➔ WATER BYTHE lflRIGATION SYSTEM TO A DEPTH OF THREE (3) INCHES 48 HOURS PRIOR TO THE HYCROSEEDING INSTALLATION. 3.6.9. APPLICATION RATES: CELLULOSE FIBER -2,IXXJ LBS/ACRE M-BINDER • 140 LBS PER ACRE SEED MIX -AS INDICATED ON DRAWINGS FERTRJZER: TURF AREA-(12-12-12) -400 LBS./ ACRE OTHER AREAfJ • (0-36-0) -300 LBS. / ACRE (38-0·0) -50 LBS. / ACRE 3.6.10. HYDROSEEDING EQUIPMENT: lllE SPECIFIED COMPONENTS SHALL BE MIXED TOGElllER IN A HYDROSEEDING MACHINE DESCRIBED AfJ FOLLOWS: 3.6.10.1. lllE HYDROMULCHING EQUIPMENT SHALL MEET 11-lE MINIMUM REQUIREMENTS OF A SLURRY DISTRIBl/llON LINE LARGE ENOOGH TO PREVENT CLOSING AND CONTINUOUS NON FLUCTLATING DISCHARGE OF AT LEAfJT 25 PSI AT THE END OF THE SPRAY NOZZLE. THE SLURRYTANK SHALL HAVE A MINIMUM CAPACITY OF 2000 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT EllllER SELF-PROPEL1£D OR DRAWN BY A SEPARATE UNIT. 3.6.10.2. THE EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM UNDER OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX A SLURRY CONTAINING NITT LESS THAN 20 KILOS (44 LBS.) OF ORGANIC MULCHING AMEN!l,IENT PLUS FERTILIZER CHEMICAL ADDITIVES AND SOLIDS FOR EACH 100 GALLONS OF WATER. 3.7. PLANTING GROUND COVER 3.7.1. SPACE GROUND COVER PLANTS AS INDICATED OR SCHEDULED. 3.7.2. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ROOTS AND BACKFR.L WITH PLANTING SOIL. WORK SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDENTATION AROUND PLANTS. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER CROWNS OF PLANTS WITH WET SOILS. PROVIDE PLANTTABS PEA SPECIRCATION 3.5.2. 3.7.3. PFIO\IIDE 3 INCH 11-llCKNESS OF BARK MULCH IN ALL NON-TLRF PLANTING AREAfJ LESS STEEP THAN 3:1 {RIPARIAN AREAS EXCLUDED) 3.8. POST FERTILIZATION 3.tl.1. POST FERTILIZATION FOR ALL AREAS SHAil OCCUR AFTER PLANTING AT A RATE SPECIFIED IN THE SOIL TEST RECOMMENDATIONS. 3.9. MAINTENANCE PERIOD 3.9.1. THE MAINTENANCE PERIOD BEGINS ON THE FIFIST DAY AFTER ALL LANDSCAPE, IRRIGATION, ANO ALL OlllER INDICATED OR SPECIFIED WORK ON THIS PROJECT IS COMPLETE, CHECKED, ACCEPTED AND WRITTEN APPROVAL FROM lllE LANDSCAPE ARCHllECT IS GIVEN. 3.9.2. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAfJ OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. 3.9.3. THE MAINTENANCE PERIOD SHALL CONTINUE UNTIL FINAL ACCEPTANCE, BUT IN NO CASE, LESS THAN 00 DAYS AFTER APPROVED COMPLETION OF LANDSCAPING. 3.9.4. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE E)()ENDED, WHEN IN 11-lE OPINION OF THE LANDSCAPE ARCHITECT. IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTI-lY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON-COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. lllE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF lllE WORK AT NO CHANGE IN CONTRACT PRl~E UNTIL ALL OF THE WORK IS COMPLETED ANO ACCEPTED LANDSCAPE ARCHITECT. 3.9.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF lllE LANDSCAPE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 3.9.6. THE CONTRACTOR MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, MOWING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH; CONTRACTOR SHALL RESTORE PLANT WATERING BASINS, TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS, RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AfJ REQUIRED, AND SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. 3.10. CLEANUP AND PROTECTION 3.10.1. DURING LANDSCAPE WORK, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN ORDERLY CONDITION. 3.10.2. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES, AND TRESPASSERS. MAINTAIN PRCTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED LANDSCAPE WORK AS DIRECTED. 3.11. srrE OBSERVATION VISITS: 3.12.1. SITE OBSERVATION VISITS HEREIN SPECIFIED SHALL BE MADE BY 11-lE CITY INSPECTOR AND THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL REQUEST SITE OBSERVATION IN 48 HOURS ADVANCE OF THE TIME OBSERVATION IS REQUIRED. 3.11.2. SITE OBSERVATION Will BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: 3.11.2.1. INCORPORATION OF SOIL CONDITIONER AND FERTILIZER INTO THE SOIL. 3.11.2.2. UPON COMPLETION OF RNISH GRADING PRIOR TO PLANTING. 3.11.2.3. APPROVAL OF PLANT MATERIALS. 3.11.2.4. WHEN PlANTING, AND ALL OlllER INDICATED OR SPECIFIED WORK. EXCEPT 11-lE MAINTENANCE PERIOD, HAS BEEN COMPLETED. 3.11.2.5. FINAL SITE OBSERVATION VISIT AT 11-lE COMPLETION OF THE MAINTENANCE PERIOD. THIS SITE OBSERVATION VISIT SHALL ESTABLISH THE BEGINNING DATE FOR THE WARRANTY PERIOD OF PLANT MATERIAL 3.11.2.6. UPON COMPLETION OF THE WARRANTY PERIOD. 3.11.3. ACCEPTANCE: UPON COMPLETION OF THE FINAL SITE OBSERVATION VISIT AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING (1) WHElllER THE WORK IS ACCEPTABLE; (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. 3.11.4. 11-lE CONTRACTOR OR HIS AUlllORIZED REPRESENTATIVE SHALL BE ON lllE SITE AT lllE TIME OF EACH SITE OBSERVATION VISIT BYTHE LANDSCAPE ARCHITECT. END OF SECTION 02000 "AS BU I LT" 3 5.2.3. 4-21 GRAM TABLETS PER 15 GAil.ON CONTAINER. 3.5.2.4. 1-21 GRAM TABLET PER EACH 4 INCH OF BOX SIZE. 3.5.2.5. 1-5 GRAM TABLET PER FLATTED OR LINER PLANT. AOL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. P.E. __ _ EXP DATE REVIEWED BY: \..1>,t-lDSCI,() ~ "Q· LAWso,. ~..,. ~ 'i'./"'? ' ~ t,jy _;; () o--*_. _*...., l! ~ I>- PLANNING --- ASSOCIATES __ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 ~60)721-BBJI FAX:~60)729·1l!4 DATE: SUBMITTAL: Flli!AI.' SUBMITTAL JOB NO: 20322 SCALE: INSPECTOR DATE fsHEITl CITY OF CARLSBAD ~ 1---+---+----------------+---t---+---t----l ~ PLANNING DEPARTMENT ~ ~====-=========:::=::::======-=====: LANDSCAPE SPECIFICATIONS FOR: CARLSBAD OAKS NORTH FARADAY AVENUE & El FUERTE STREET APPRO\IEIJ _A -vf_ -===~~.,.,.~~~=-::------lo-27-QL/ ASSISTANT PLANNING DIRECTOR DATE: ti w l:c w :::i u.. ...J w clJ ~ I Lf. J: l:c 0 z ?2 ~ 0 ca ~ a: ~ N/A DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: ---PROJECT NO. DRAWING NO. ~ CHKD BY: d_ DRAWN EIY: ADL/TG/CE ENGINEER OF WORK REVISION DESCRIPTION OlllER APPROVAL CITY APPROVAL RVWD BY: ---C.T. 97-13 . 415-9M ...J L._ ____________________ -:::::::::::::::::=:::==-.s~~~~~~~~~~~~~~ N N 0 c,, ' D I ' 1- / "' ~ OJ OJ L ~ VJ / "' 0 u / N N "' 0 N / ,n l-o w -, 0 Ct'. (L / ,n TRAIL LEGEND ---- NOTES:. PATH OF CITYWIDE TRAIL LOCATION OF TRAIL MARKER LOCATION OF T~l.l GUIDELINES SIGNAGE LOCATION OF SENSITIVE HABITAT -NO TRESPASSING SIGNAGE 1. ALL SIGNAGE IDENTIFYING ANY POSSIBLE SENSITIVE HABITAT SHALL BE PER THE BIOLOGISl'S DOCUMENTS, SPECIFIC PLAN AND ENVIRONMENTAL IMPACT REPORTS. 2. ALL TRAIL MARKERS, TRAIL GUIDELINES, DECOMPOSED GRANITE TRAIL CONSTRUCTION AND OTHER APPROPRIATE TRAIL IDENTIFICATION AND CONSTRUCTION SHALL BE PER THE MOST CURRENT CITY OF CARLSBAD TRAIL STANDARDS. 3. SEE CML PLANS FOR ALL FENCING. NOT/:.·. (Fo~ PLAcAP-P <'?~001\k:e ONL. '( , 0U -':>f'U.'? Fotl- "'11&N C,Ol.,C~ AND I MA-tJ V fAC, 7"0/'-Ef'J7 p13r,4-1~) SAMPLE TRAIL ENTRANCE MARKER TYPICAL SENSITIVE HABITAT 1 ------, 2\)-------,r----{; 1)-----,j' _ _J KEY (D TWELVE FOOT (12') WIDE (MIN.) DEDICATED TRAIL EASEMENT. @ EIGHT FOOT (81 WIDE DECOMPOSED GRANITE TRAIL @ TWO FOOT (2') WIDE MAINTENANCE ZONE ON BOTH SIDES. NO IRRIGATION HEADS SHALL BE PLACED IN THIS ZONE. NOTES: A. TRAIL WIDTH MAY VMY DEPENDING UPON LOCATION WITHIN OPEN SPACE OR LANDSCAPED AREAS. TRAIL WIDTH TO BE 8' UNLESS SPECIRED OTHERWISE. REFER TO PLANS FOR TRAIL WIDTH AE'QUIR!=:MENTS. B. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE FOR THE TRAIL. C. MATERIALS ANO METHODS FOR TRAIL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ATTACHED SPECIFICATIONS. @ DECOMPOSED GRANITe WITH STABILIZER. COLOR SHALL BE BUFF OR TAN. SUBMIT SAMPLE TO OWNER FOR APPROVAL INSTALL IN TW0-2" LIFTS. COMPACT BETWEEN LIFTS IN ACCORDANCE WITH SPECIFICATIONS. @ 90% COMPACTED NATIVE SOIL (l'JJM. C, ,, !lel'1'1-I) @ FlNISHEDGRADE 1/4' BELOW TRAIL SURFACE FINISH GRADE. c1tv WIDE TRAIL ROUTE CITY OF CARLSBAD TRAIL STANDARDS JRATT. SIGNAGE '.i 1GWiGto.1YPE: POST MARKERS Tmil Entrance Post Markers Directioml Post Morlc.ers Trail lleyll'l'nll Entrance Markers Requirements: Locations for trail entrance markers shall be indicated on Improvement plans and Landscape Plans. Tmil Post Mru1rers will be required at secondaty entrances and key puints to Citywide Trails. Trail markers shall be .&6'\iat beyel too Premium iliade Recycled plastic as provided by Great Lakes Specioltv Products, 206 Entemrise Road Delafield, Wisconsin 53018. Phone 1-800-505-7926. Post color shall be Fom,st GreelL Trail Post Placards -Trail head or crtrance trail markers will include placards showing trail uses and the Citywide trail logo fur the purposes of design!King a City wide trail from a private community trail, (Private community trails are those trails typically used by residents of a master planned community to access the Citywide trail.) The trail use placmds shall include at a minimum of 4 placards per post: a hiker, bicycle, dog on leash, and the city trail logo. Tmil logo placards are available from Park Maintenance by contacting th..: ca., . Parks supervisor at 760-434-2985. Traff use placard, shall be tn•.nf. by Great Lakes Specialty Products, 206 Enterprise Road, Delafield. Wisconsin 53018, Phone 1-800-505-7926. Background color shall be brown. The trai I head markers shall extend 40" above grade and be placed alongside the trail, 18" off the tmil tread. Qtywlde Trail Logo The City's trail logo may be obtained in a digital furmat fur use fur signage by contacting the City Recreation Department at 760-434-2978. 611:,NMf!.TYPE: TRAIL GUIDELINES x; .. ,.t.-4~,; /0.vei.<,p,v ,·. r,._; ,.i_, a..J lnstaD. Show locations tH1 plans. Requirements: Signage posting the Citywide Trail guidelines (rules, permitted uses) for the trail will be posted at trailhcads and key enlty points onto the Citywide trail system. Trail guidelines may be incorporated into a monument sign panel at significant !railheads when the praject indicates monwnent interpretive signage. Individual trail guideline signage shall be placed at trailheads which intersect with Circulation Element trails or sidewalk connections. Submit plans or details for Trail Guideline signage with trail Grading Plans and/or Landscape Plans for the project. Imi! Guidt-1.ine sign•w •hall be Premium Grade Recycled plastic as provided by Great I ••kes Specialty Products, 206 Enterprise Road Delafield Wisconsin 53018, Phone 1-800-505-7926, Guidelines for Trail Use 1. Please stay on the designated trail/ be courteous; and respect the rights of adjacent property owners. 2. Please keep the trail clean and safe for all users by putting litter in its place. 3. In consideration of all trail lLsers; please pickup after your pet. 4. All pets must be on a hand-held lrosh. Dogs must beoo a leash under 8' long. SIX:C Sec. 62.669 5. Bicyclists are encouraged to wear helmets and helmets are required by state law for all bicycle riders 17 years and younger. STABILIZED DECOMPOSED GRANITE TRAIL SYSTEM SPECIFICATION (. GENERAL REQUIREMENTS DECOMPOSED GRANITE REQUIREMENTS: A. Tests 1. Perlorm gradatton of decomposed granite material In accordance with ASTM C 136 -Method of Sieve Analysis for Fine and Course. B. Mock-Ups 1. Install A "trail width" wide x 10 fl. long mock-up of decomposed granite paving with Stabilizer additive at locations specified by City representative or Landscape Architect. See Plans for specified trail width. C. Environmental Conditions 1. Do not Install decomposed granite paving while raining. For Stabilized Decomposed Granite, contractor must check forecast and proceed only if rain is not predicted for a minimum of 72 hours, and II has not rained for a minimum of 48 hours. D. Quality Assurance 1. Installer -Provide evidence to Indicate successful experience In l11stalling decomposed granite or crushed 3/8" or ¼" aggregate paving containing Stabilizer binder additive. E. Excess Materials 2. PRODUCTS 1. Provide owner's authorized representative. With the following excess materials for use In future decomposed granite repair: 40-50 lb. Bags of the aggregate paving 1-10 lb. Bag of Stabilizer additive. DECOMPOSED GRANITE SCREENINGS: A. Crushed Stone Sieve Analysis Percentage of Weight Passing Square Mesh Sieve AASHTO T11-82 and T27-82. Color shall be buff or tan. Provide a sample to Owner Representative for approval prior to ordering. Local Supplier: KRC Rock, Inc. 700 N. Twin Oaks Valley Rd. San Marcos, CA 92079 Phone: (760) 744 1036 AOL L PLANNING In TES ---. ASSOCIA ___ .__Ill : : I; Sieve Slze and Weight Percentages ¼~ Minus Aggregate Gradation Sieve Designation 318" No.4 No.8 No. 16 No. 30 No.SO No. 100 No.200 Range of % Passing 100 95-100 75-80 65-55 40-50 25-35 20-25 5-15 A. Stabilizer Binder ~.INSTALLATION 1. Patented, non-toxic, organic binder that is color1ess and odorless concentrated powder that naturally binds crushed Aggregate screenings (CAS) together lo produce a natural firm surface. 2. Provided by Slabilizer Solutions, Inc. 800-336-2468, or approved equal. Local suppliers (via Stabilizer Solutions Inc.): KRC Inc. (800-427-0572) Gail Materials (800-442- ROCK) I F. Conl'llclor to grade all decomposed granite areas as per Civil engineers drawings to shed water off the sides. Contractor to provide chevrons on new trail segments where necessary to minimize trail erosion. Chevron locations and installation detail to be approved bi the city's trail manager prior to construction. G. Repalm: a. Excavate damaged areas to the depth of Stabilized decomposed granite and square up side walls. b. 1.1 area is dry, moisten damaged portion lightly. c. Pre blend the dry required amount of Stabilizer powder with the proper amount of decomposed granite in a cement mixer or pug mill. d. Add water to the pre -blended decomposed granite/Stabilizer mix. Thoroughly moisten mix with 25-35 gallons per ton of pre-blended material, or to approximately 10% moisture content. e. Apply moistened, pre-blended decomposed granite screenings to excavated area to finish grade. f. Compact with an 8" to 10" hand lamp or 250 to 300 lb. Roller g. Any necessary repairs to the trail system during the warranty or maintenance period shall follow the above procedure in order to provide an acceptable trail surface upon final acceptance of the project. 4. MAINTENANCE DECOMPOSED GRANITE TRAIL: A. Stake and measure areas according to the rate of Decomposed Granite (D.G.) and Stabilizer to be used. See Plans for trail width and configuration. 8. Spread all decomposed granite mixes to desired depths and levels to grade over specified base material. II is crilical that stabilizer be thoroughly and uniformly premixed (at the supplier plant) throughout the total depth of the decomposed granite profile. Contractor to provide trip slips and invoices of materials provided to City representative. C. Weter heavily wilh a hose to achieve full depth moisture penetration of the mix. (Do not water with a water truck). Test for penetration by random core inspection. 0. Roll and compact to 95% relalive compaction with a two to five -ton double drum roller. If the surface is flaky or slicks to the roller drum, add more water. If the roller creates a wash board effect or rills, extra setup time is necessary. Do not begin compaction for 6 hours after placement and up to 48 hours. Take care in compacting decomposed granile screenings when adjacent to planting and irrigation systems. E. Remove and replace decomposed granite paving that is damaged, defective, or does not meet minimum requirements of thi$ section. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. DECOMPOSED GRANITE TRAIL SYSTEM: 1. Remove debris. such as paper. grass clippings, leaves or other organic material by blowing or hand raking. 2. During maintenance period, a minor amoun\ of loose aggregate may appear on the surface. If this material exceeds ¼", redistribute material over entire surface and water thoroughly to a depth ol 1". Compact with power roller of no less than ½ ton. Owner should also note same treatment to apply after maintenance period for first year. 3. If cracking occurs, simply sweep fines into cracks, water thoroughly and hand tamp wilh 8" lo 1 O" tamp plate. 4. Replace damaged or warped wood edging and reinstall any wood edging which has heaved. settled or become unlevel with adjacent sections of edging for the trail. (wM-e ~rrliui.l.,) "AS BUil T" P.E. __ _ EXP OATE REVIEWED BY: INSPECTOR DATE 6. The bicycle speed is 15 MP.H. on all tmils.(MA>'.) L A N O p L A N N I N G fsHml3 CITY OF CARLSBAD l---+---+----------------+---t---+---t-----1 ~ PLANNING DEPARTMENT 7. Motorized vehicles and horses (except police and maintenance) are not allowed LANDSCAPE ARCHITECTURE onthetrail,ordirtrnadsperCMC 11.32.030(11) 11.32.030(19) 2979 STATE STREET, SUITE c TRAIL SIGNAGE PLAN FOR: 8. The flow of traffic on the trail is similar to road traffic. Always ride or walk on CARLSBAD Q AKS NORTH 1----i1---+---------------t---t---t---1i---; the right side when traffic is coming from the opposite direction or when someone C A R L 5 B A D, C A. 9 2 0 0 !I verbally signals they would like to pass. (7 6 0) 7 2 9 -16 J7 F AX : (7 6 0)7 2 I -I J 24 9. Nostooking,firesorfireanns. MC!l.32.030(2)11.32.030(4) DATE: 10_18 _04 FARADAY AVENUE & EL FUERTE STREET IO. Report accidents on the trail directly to the Police Department(Dial 911) APPROVED -V,_ ..,: Cl) w I-a: w :::, LL ..J w o!S w ~ ~ ~ tt J: I-a: 0 z ~ <( 0 0 <( [O Cf) ..J a: <( 11. Report trails maintenance problems or vandalism to the Parks Department at SUBMITTAL: FINAL SUBMITTAL --cc:==~~!'!,-~,,~/.(!«~==-=-----lo ~z7-o,1 TYPICAL 434-2985 JOB NO: 20322 ASSISTANT PLANNING DIRECTOR DATE: u SCALE: DWN BY: ---PROJECT NO. DRAWING NO. ~ L _______ o_E_c_o_M_P_o_s_E_D_G_R_A_N_1r_E_r_R_A_IL-IN_O_P_E_N_s_P_A_C:};:T:to:SC:ALE: ____________________________________________ _:D:RA:WN::BY::==AD=L=/T:G:/:C:E===~fE~NG~~:~:~ER~O~=Nlwo~TIA~~~K====R~E~Vl~S~l~O~N~D~E~S~C~Rl~P=T=IO~N====~o~:~A:~R~A~PP~;~~:~:~~~D=c~~:~Af'=P;~~Tl~v::~f~2~~~=g=~~~:~~~~~~===c=.=T=.=97=_=13====4=1=5=.9=M=::!J ~ ~ u, • '° 3: