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HomeMy WebLinkAboutDWG 403-3L; SDP 01-05; CALAVERA HILLS II VILLAGE Y; 01-22GENERAL NOTES RECYCLED WATER NOTES 1 . 2. 3. 4. 5. 6. 7. 9. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" DATED OCTOBER, 1993. DRINKING FOUTAINS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT . ON PUBLIC FACILITIES BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE, PONDING, RUN-OFF, OVER SPRAY AND MISTING. HOSE BIBS ARE STRICTLY PROHIBITED. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL ON-SITE MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 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 DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT FROM RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTOSE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUST TO PREVENT OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE A TYPE DESIGNNATED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT EXCHANGABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER THE CITY OF CARSLBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE 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 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECYCLED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. 19. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND SHE SAN DIEGO COUNTY DEPARTMENT OF EVIRONMENTAL HEAL TH. 20. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECYCLED WATER: QUICK COUPLING VALVES USED IN RECYCELD WATER SYSTEMS. SHALL HAVE ACME TYPE THREADS (SPIKES NOT INTERCHANGABLE WITH POTABLE WATER QUICK COPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV100A-RL-NP OR APPR90VED EQUAL 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL RECYCLED V\lATER SYSTEM 0 I a avera PORTION OF APN 168-040-2'l 4 168-050-21 3400-3440 GOLLEGE BLVD. GARSBAD, GA SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTIEM SHALL AT ANY TIME 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 EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYLED WATER. PERSONNEL MUST BE INFORMED THAT RC. WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS 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. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO.AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 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" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: Sheets 4A 1B 14t nc\ \ KEY MAP NOTTO SCALE Building Y'later Meter Potable Y'lal.er to Gard Regulated Pressure @ J:i:XI<)<'::, HEALTH COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP QR (Private) Sheets 2A SB 12G 15D 0 [ SHEET TDTLES TITLE SHEET CONSTRUCTION PLANS IRRIGATION PLANS IRRIG. LEGEND/DETAILS IRRIGATION SPECS. PLANTING PLANS -SHRUBS I PLANTING PLANS -TREES PLANTING DETAILS PLANTING SPECS. AS BUILTS , ".+ !, -~~" . • '¥ .I)< Sheets 3A 6B 13G 16D / if fj I /1 (/ POG 1" Meter Recycled Y'lal.er 100 psi static ressure SHEET NUMBERS 1 2-4 5-7 8-9 10-11 12-14 15-17 18 19 20-22 KEY MAP LEGEND pw RW ~ + POC RW + POC PW NEW POTABLE WATER MAINS NEW RECYCLED WATER MAINS AREA USING RECYCED WATER POINT OF CONNECTION METER AND BACKFLOW PREVENTION FOR RECYLCED WATER POINT OF CONNECTION METER AND BACKFLOW PREVENTION FOR POTABLE WATER "DO NOT DRINK" SIGN LOCATIONS FIRE HYDRANTS A -C.ONSTRUC.TION B -IRRIGATION C. -PLANTING-SHRUBS D -PLANTING-TREES 4 G .C.. * 22. DEVELOPER SHALL SHOW THE LOCATION OF RECYLED SIGNS "DO NOT DRINK" ON THESE 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP JIB.. INSPECTION PROCEDURES 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. * 23. PLANS. 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, AND THE SPECIFIC REQLIIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER * OF ENVIRONMENTAL HEALTH AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT DON MITCHELL AT 619 336-3673 OR AFTER HOURS CONTACT -~D=O=N_M=l~T~CH~E~L~L ___ =AT 619 336 3673 24. SHOW ALL PUBLIC & PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. ITEMS NOS. 8, 19 & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE PART OF THIS 1.P. BUT THE ACTUAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. 25. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC) SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION 404954 OF THE CALIFORNIA HEALTH AND SAFETY CODE. II. SPRINKLER HEADS. 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 BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL IHEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAMES & ADDRESSES: 26. A PHISICAL SEPERATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH WILKINSON DESIGN GROUP RECYLCED WATER AND POTABLE WATER. SEPERATION SHALL BE PROVIDED BY DISTANCE, 2810 ROOSEVELT ST., CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. CARLSBAD, CA 92008 LETTERS 12" X 36" SIZE '-------2" BLACK LETTERS .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS Ty p G A L s PHONE NO(S): ( 760 )434-2152 REGISTRATION NO(S): RLA 1999 EXPIRATION DATE: EXP. DATE: 4-2003 18" X 18" SIZE .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS G NS 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: Ir Ir Ir ~ :s oc A. LOCATION OF PIPE LINES. B. TRENCH DEPTH. - C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY). D. PIPE IDENTIFICATION. E. POINTS-OF-CONNECTION (Poe's). F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. ---------,rn Carlsbad c.a 160 -434-2152 () ~ ~ ~ ::n L l\'I ::l C l\'I 7 \}J'lDSC4<f '1-~ ~/Lk'/, r;;, .. . . ENG ' REQUIRED ON PAGE 1 ONLY -.AP~~~===~~--r~ffe_1 DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, DISTRICT APPROVED CHANGES A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. B. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. Projec.t Address "' ·. :3400-:3440 LC' '-)-C.olleiae Blvd.\-) ~"' t;<i ~"~ I SITE ~ >'. ~ ~.Q C.OLLEGE "AS BUILT" TITLE REVIEWED BY: INSPECTOR DATE DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 1 CITY OF CARLSBAD SHEETS tSZZ PLANNING DEPARTMENT RECYCLED WATER SYSTEM FOR: VICINITY MAP DEVELOPERS NAME: McMillin Land Development Village Y Calavera Hills II CARLSBAD MUNICIPAL WATER DISTRICT /4!;?4.;. /' :=::±'--1: ,,-Z-3-/JS ~ ~ .~--4..:: a,-"'<;';;'; =-1-,---,-.,::1=:::----1 ADDRESS: 2 72 7 Hoover Ave. WILLIAM E. PLUMMER DATE DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPARTMENT.,. OF ?:~ENTAL HEALTIH .,.-7-03 APPROVEIYfi' . ' DA TE National City Ca 91950 TELEPHONE: 619-336-3673 ASSISTANT PLANNING DIRECTOR. 2-27-03 DATIE 1---+--------------+---t----, DA TIE PLAN PREPARED: -'1"--~16~-0~9c..,--.,.....-,,----- I--+-------------+---+-~ BY: V'llLKINSON DESIGN GROUP DRv.N BY: R. w. CHCKD BY: W R. . SHEET .LOF19_SHEETS PROJECT NO. SOP 01-05 DRAWING NO. 403-3L C.M.W.D. JOB NO. _____ _ 0''203 , JI Neighborhood Name In 6"x3/4"------~ PlastiG Letters !=poX!J to Tiles Letters to be med. <S>reen Field of 6" sq. c.antara Tiles set in 4'-0" c.h-board on CM\J prior to Plas.ter---+-----l~>t-)< @ 45° alt. BlanGo 4 C.afe2 b'-0" 4'--0" 4'-0" 6" 1b" e," -+--6" l'lide C,MU 4'-0" -----1------l'-'+v-¥--¥-~'1/'-'1/'-~~f---e," l'lide C,MU ~ terior Plaster -C.Olor B ----~= :izee #B124M Monument Sign Provide Sc.ore Joints @ 10' o.c.. 4 Expansion Joints @ 20' o.c.. Set Header@ Grade@ all swale crossings Radius all Exposed Edges 6" nF.G. 1" 11;1 Rebar continuous if Header over 15ft. 6 11 -C,one,rete Header Sc.ale 1" = 1'-0" 0' 20' 40' 60' -r --... 1~' --~' ... --... 1 Sc.ale 1" = 20'-0" 16" Sq. C,MU -----',''/ e," l'lide GM " ' .............................. ,., :-:-:-:-:-:-·-: .-:· · .-:-:-:-·••· · -:-: :-: :-1·5''. · ... . . '' .... '. ' .. '. " ......... '. ' ..... ' ...... '. '.' ...... . . .... "' , ................... "'""""' ,,, .. . """"''"" ........... ,.,. ............... , ...... . ..... "'""' " ... . 16" Sq. C.MU ----- e," l'lide C,MU -~ ~-6" V'l.ide GMU B" i"lide CMU Sc.ale 3/B" = 1'-0" \ b'-0" S'-0" (TT;~--Ease All Edges ;l/4" 6"C.MU------------ Tile Fae,e ------,,,- B" C.Jvlu--------,r: /J/ A----t-, Horz. 114 Rebar ----It""?' .,1 cont. as shown Vert. 114 Rebar--,- @ 36" O.C,. F.G. V'lall Ends M-Sign See,tion Sc.ale 3/4" = 1'-0" Utility ---- Easement ' /J # / Key Jvlap I ,I NOTES: 1. AJv!END GARDEN AREA PER SPECIFICATION 3.3-1. ' I / see note #1 this sheet Carlsbad Ca 160 -434-2152 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE ______ _ DATE REY I EWED BY: INSPECTOR DATE Z ~-,13 · I SH2EET I CITY OF CARLSBAD / ~..---"e '6XJ::... ;:,, -G. 1---+--+---::_.,.=~~::,-;::--=-=c....:..:...,;,,_:....::.......<------t----+---+--+---l PLANNING DEPARTMENT t----+--+--------------t----+---+--+----1 SHEETS t9.?Z DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CONSTRUCTION PLAN Village Y Calavera Hills II A ROVEg..,,....-f !>l;;!f,_~~/~ <et.(~ ______ 2-2.7-0'3 ASSISTANT PLANNING DIRECTOR DATE DWN BY: WDG CHKD BY: WDG RVWD BY: WDG ------------ ' PROJECT NO. SDP-01-05 DRAWING NO. 4033L ' I 031203 . I .. f ' .. • ... '· '?.". >-' ,d( ' f f ~ E-1_.4, .:;; ~, <> \, \ ~ cols' Frame in e 1:2" !i'I, plant.er <'ilt mid p::;,int ~ again;;t. t.he wall here 22 15 fill wl Amended Top 5oil . '1'. l"later F.G. I ~---c.ap I Bench Seat (5tepston Classic. 10-1/4" -C.afe Brown color) ,---4" sq. Tile Medium Blue Grout to blk prior to plaster (submit sample for approval) .,..-----B" C.MU Grout All retaining 4 all Reinforced ...-.1----Ext. Plaster -Painted to Match Rec.. Bldg. '.!:±:!iii'itt!--'.'1-1 Exp. jt. cone.. Patio , ~, _:f~~ t> Hot M _ _ t, 13~!t:.B Bae. _z"il'l,/mt~_!_ -T11--------J------i:I ~. --------- •t. 11i'11 11i'11 111 11 11i' 111 = =I ~~ -ade -111 11 i'llili' -= =1 I -ill 111 1 ~fM'L'-'m i0.t\ :::111~1 ~ ~n='l'r:;!!~~~;IT!$;: n:111111 L=_ it~ Ill 11111 Ill h~t~4~111 :: "\ • I I I I Ii' I I I 11 ijlze.lli=l#'illl~- \ \' -ill 11 ·~+t[~-rc=ll'it _I I I ill ill ffl ... ¢". \ \ \ \ \) \ \ \:,· i=--\;l . \ \-A('-1°-·""_G_a_r_d--,--e_n_~-a-l l-A-+-\-----N-ot-to_sc._a_le jf \,.. . '11-li,.. \\ 'If\--·~ '"-'•:::-::~ ;,y -....... '•."'~ \ _,ill / -~ 5»£ .............. :.: ·-::-::~. 1 ··' ,( ~, .•. ,··• •.. ··~... \ Sac.kfill wl Amended--~ Top Soil F.G. Garden ¥'tall B ~-----Gap wl 2" Mortor Grown see Civil Plan for Elevations 2-#3 continuous r-+---Exp. jt. Not to SC.ale 5/4" = 1'-0" ·11 1;f. ----r;.t_ . , :.:··. , ··"'er:"'· ~/ ¾ ~ ¾. "'~ ;;J_,, "..,;;~h"-,, 0 ._t---,111/'irt::-,,=1 .#'J .___ . ~ ,J<....:_. • ..:..:::; :: • .:_ Si_q".;;'~ \ i '-t.J&.--/'.;j; . ---~·· ~--~·-::. -,~. · r .... ,,.._ " """, '-".:::::-"""" N • . !!tr ~--,_ I"'°-' ' ,,,..,._ -.-,,,,",~5'1~~ -~ ' ' > ""-.,. ""¾ ",,• 7 ,, " ' •. ..... ?s-2: 'Z.. "· ,.J'· . ... • ;s ef,f.; ., . z._ --.,r, . "'•1f¢.,.-"'¾~~--, -~ ,,, • ...,;__ !-.;A ~.,..,,,,,-,,,--r,4,.q~ ~ ¼""~-Vo .,.,. \ •~".:.;::-:;,. ,,_,, ¾~---;";;_t::P --'t'" tt;..':I ¾~ 't-=> I , ,I I 1L I /Ji f ! f ¾-' -"'~'.;¾, """i-:2_ \ " ~" ""'· --~G)•""- r">, ,.. .....~-"' ...... <,,,.,, ¾, ~, - ¾,,,, .. ,,, , ~ ... , '-.. \ -~ ' ..... -~,. ~' \ --=-·· ¢ .... . "''¼ l ~-:::.,•.. . .. ~. ,, ...,,"',, '-~-~-::,,, l 6L.f..?G #2 21 '~ .. "", -~ . I' ~ ,J (" : • ,I '' d : "if I I -P , I .71} • . I I f • .. 1 /// . 1 I · I .1 y'/ /,,,, • I •f J. 7/ I • I r f I Key Map Gonstrue,t ion Legend 1. Paving Surface -Aggregate 118-114 inch Birdseye (KR.G 800 512 1625) Exposed with retardent. 12 inch smooth troweled perimeter band, unless noted otherwise. 2. Paving surface -Same as #1 with 10 foot grid smooth troweled bands per plan; set drains at intersection of bands. 3. Paving surface -.'> 18!:ll"e~l!:lt:e 3/S 1,ce., il'IGl<i i;oire;iee~e c:l<fi'C) sHf'.)Ot:eeJI btiiel1 m, ret~re;ie!'I!. 0?t::r~-co~.e.:>I. ~t 1J~l\01"flt'I n~• -~ 4. Garden reta!n!ng wall -see deta!I B ~ :?Ja ~n f,;i"~ ctaq't -cdr 5. Garden reta1n1ng wall -see detail G .___.,,. -,..,,.,_, 1, ·-i.:..1 .. ,-,A-4-J 1 ,.,..,~ 6. Garden retaining wall -see detail A '11/ f.7rt, <-.>V\ LVI-";-• 1--- 1. 6" Concrete Header -see detail Sht. 2 11 ~,I,\,~ ~~ -CCifa-'- 8. 12" Gonc.rete Header -see detail Sht. 4 ?Jc ''~TT'$\ Co;;.bl-!.-~ Cf. Monument Sign -see detail Sht. 2 ''ti,l,11,~ CllJ1t1-cd« 10-12 Not used in plan ~-~"II\ ~~ • n,r'' 13. Basketball court stripping, see spec.. 14. Basketball Pole 4 Hoop -Game Time Pole #503; Backboard #854; Goal#454 15. Drinking Fountain, Most Dependable Fountain #440SM (Yellow Cf01-861 003Cf). 16. Play Equipment -Game Time. #611165 1-BOO 235-2440 (Submit precise plot forapproval) 11. Play Surface, Fiber Systems, see spec.. Fiber Sustems Cf14 213 8110 1B. Table A, (1) Quick Grete -QR. 42FG3 WI Umbrella Hole Quic.k Grete cioci 131 6240 1Cf. Table B (5) Quick Grete -QR. 42FG wl Umbrella Hole 20. Bench A (3) Quick Grete -Q3-GAL-Cf6B *r""-,, ' "8- \~~~~-;;.,'"'#-"" 21. Bench B (12) Quick Grete -Q2-GAL-12B 22. 2" ABS Drain Pipe, Slope For Positive Drainage. r-i'-'-~-.... l,J I i-?" .,9 .,,, SP ·O ~-r 7.__-----r-7 ,_,_ 4 '11 I . j I !.' t I ~ / 4 rw .4 TB ,I J. I ,f I,, 20' ' OF CA1..1,0'1', 23. Trench Drain -see detail sht. 4 40' "AS BUILT" Sc.ale 1" = 20'-0" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ 0C ~~=(i) C e-:..■ ~ Garl&bad Ga 160 -434-2152 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER -~- DATE INiTiAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL TITLE ______ _ DATE REV I EWED BY: INSPECTOR DATE GONSTR.UGTION PLAN 4 DETAILS Village Y Calavera Hills II DWN BY: _\/','Oil_ CHKD BY: WDG RVWD BY: WDG PROJECT NO. SDP-01-05 DRA'MNG NO. 4033L 031203 I I I . GQnstruc.tion O' 20' 40' 60' -c --~~ __ _.r-~ --.... 1 Sc.ale 1" = 20'-0" Legend PLANTED AREA 1111 •• Sff FIBER SYSTEMS PLAY SURFACE PLAY ARE/\ CURB PLAY AREA CURB IN) 111\=lli\ 90% COMPACTION _ __, FILTER FABRIC-__ __, DOUBLE LAYER DeWitt Pro 5 18" f----#4 REBAK (VERT) @24" !------"ADJACENT WN....t0NAY " ec 11,lt. ~.,,,------\-----+ ~ ~~111~'--95%COMPACTION 3/4" GRAVEL --.1<-'1=-2"--,0-4• DIA PERF. PIPE-WRAP IN FILTER FABRIC & TIE INTO DRAINAGE RECEPTACLE PLAY AREA CURB Play Area Trenc.h Drain Not to Sc.ale '12 11 Gone,. Hdr. Play Gurb Sc.ale 1" = 1 '-0" Carlsbad Ca 160 -434-2152 ENGINEER'S SIGNA WRE REQUIRED ON PAGE 1 ONLY APPROVED F.G. 3'+/--------j 5ee Civil Plan for Elevations cap wl 2" Mortar crown r----4" sq. Tile Medium Blue Gout to blk prio to plaster (submit sample for approval) ,,--------6" CMU Grout All retaining 4 all ReinforGe ~-Ext. Plaster -Painted to MatGh ReG. Bid 111'-1+~--2-#3 continuous Play Equip. Area 12" PATHr.!AY SURFACE GONGRETE STEPS ----, FINISH -HEAVY BROOM ADD A 2" l"ilDE ADHESIVE/ NON SLIP (Jll{HITE) STRIP 1" OFF NOSE THE r-llDTH OF EAC-H TREAD HANDRAIL -1-9/4" DIA. STEEL PIPE TREAD r-1.A.Y Y"ilDTH +12" 94"-98" Off NOSE' 12" Exterior Steps 12" min. ~9 REBAR.- EACH NOSE PATHY'lAY SURFACE Sc.ale 1/2" = 1'-0" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE ______ _ REVIEWED BY: DATE INSPECTOR DATE I S~ET I CITY OF CARLSBAD PLANNING DEPARTMENT l-------+--1------------------t---+-----+--+----I C.ONSTRUC.TION PLAN 4 DETAILS Village Y Calavera Hills II l---t--+------------t--+--1--t---lA ~P~O~VE~D~:z:b,,~~~-=--c----Z..Z7,QJ ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL DWN BY: CHKD BY: CITY APPROVAL RVWD BY: WDG WDG WDG PROJECT NO. SDP-01-05 DRAWING NO. 4033L PRESSURE LOSS C.ALC.LJLA TIONS PROJEC.T NAME: DATE: Village Y Galavera Hills 11 Sept 15, 2002 Y'i.-",TER DISTRICT: H6L: METER DESIGNATION: METER LOCATION: METER ELEVATION: METER SIZE: C.MV'ID 5BO A Projee,t Entry 911 1n STATIC. PRESSUREIIP METER: 100 psi 6111 Laird (Ree,ye,led V'later) PRESSURE DATA SOURCE: VALVE II VAL VE SIZE: MAXIMUM DEMAND: 1"11"1: A-19 1" 90.0 ~-f,M. !"SI L.A TERAL LINE Sl:CTION C,LASS SIZE J.!:NCS.TH CS.F'M J.OSS A :115 1/2 55 :I .Cf El C, D 200 200 :200 :l/-4 -40 1 10 1-1/-4 180 A. TOTAL LATERAL SYSTEM LOSS l"IPE PIPE t'J 12 21 1.1-4 1.28 2."li MAINLINE SECTION CL.ASS size J.EN6TH 6PM LOSS A 30 -4.:1:1 6. TOTAL MAINLINE SYSTEM L.OSS MISC.ELL.ANEOUS L055/6AIN -4.99 Y'i.-", TER METER: SAGl<FLOV'I PREVENTER: MASTER C.ONTROLL VALVE: FL.01"1 SENSOR: BALL VALVE(S) (2) C.ONTROLL VALVE: HEAD LOSS/6AIN IN SYSTEM: -!5.9 -12.5 -1.4 n/a -.2 -9.6 -<1.6 C.. TOTAL MISC.. L05S/6AIN -92.09 D. TOTAL SYSTEM L055/6AIN (A+6+c.) E. FITTINGS LOSS (15%0F TOTAL LOS,...,,.._ F. MIN. REG. PRESSURE TO 06~ HEADS: 6. PRESSURE SUPPLIED ~MP #" H. DESIGN PRE,~~URJ!!( (D+E+F) .....A~'5 6.9<1 90.0 n/a 1<1.04 100.0 I. FR~f:'AV ~6LE AT METER: ~SIDUAL FRE~RE (l-+-1) ,,,_,.•"' \ 20.<16 , •. \. \\, \ ' \A/ .... -~ _...,.,~" --· ... ~'[ -· -'"· -,-~ ·--- e Key Map ' ~29.59gpm ® /I O' 20' 40' Sc.ale 1" = 20'-0" I I I Drinking ---...... Fountain 2 ,,,✓.,.,,," " m#,,,,,,.,-,cvf''<" J ,.... :s It. ¾• 1. , lif'r Carlsbad ca 160 -434-2152 I i , I I ENGINEER'S SIGNATIJRE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE / I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. • "AS BUILT" TITLE _______ _ DATE REV I EWED BY: INSPECTOR DATE t------t--+-----------l---+-,----+--+----1/ S~ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT ~ ;:=:='...:::::==========-==~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INlllAL OTHER APPROVAL CITY APPROVAL I ' ' I ' IRRIGATION FL.AN Village Y Calavera Hills II ~o~VE~o~z:i.~~-=-===-----2-Z7-o:J ASSISTANT PLANNING DIRECTOR DATE OWN BY: CHKD BY: _\IIID(L RVWD BY: _WD(L I I PROJECT NO. SDP-01-05 DRAWING NO. 4033L ® 15.14gpm ® 13.28 gpm \ BLDG# 8 )•®1334gpm gpm I /i .,,,,, ··!!ill . . . . --••••• ., .... ::;o~•-[!!.:::; __ . ' :. --' . ., .• J.1. , :-,, 1" , " ~ ~ V 14 s gpm 1-'v'---' .. "'+--1-a-.a-a-pm 8.45gpm .2 -. ·- 4.Q5gpm "'"''"••.,~""•~ . ~:,B D WATE~ METER 2"MET~ -~ 100 P.S f'• ' MAX GPA ~ \\ AREA SERV • 72,2 CONTROLLE B,C , E,F, 't • 26.23gpm BLDG# 5 ® 17.35gpm ® 19.73gpm 1-1, (0 16.39 gpm BLDG# 1 9.77 gpm ® ~10.93gpm C-2 e 12.6 gpm l" 12.6 gpm ~ 11.89 gpm Key Map ~ 4.0gpm 16.48gpm ® BLDG 6.36gpm ® 14.48gpm BLDG# 9 19.35 gpm C.arlsbad Ga 160 -434-2152 , I I I I Sc.ale 1" = 20'-0" ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY , INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE _______ _ DATE REVIEWED BY: INSPECTOR DATE i-------t----t----------+-----1---l--j___J I SH~ET I CITY OF CARLSBAD ~ r==::..:::::==P=L:::::A:::::NN:::::l:::::NG:::::::DE::::::::PAR:::::::::T::ME:::N:::::T====!..':~==c:;~ IRRIGATION PLAN Village Y Calavera Hills II I : 1 ·· I , I \ ~ \ \ l 1 I 1 \ ' f , ·:::::'.',,,-,~-- { 1 ,• I • • r;ll I' ·~ .. 1' lf:-J / iii Ill II i\ I! HS Ill O' 20' BLDG# 14 23.37 gpm 40' 5c:.ale 1" = 20'-0" ~ 0,-B-.B~B-g-pm ~DG # 10' ~ 11.02gpm 14.46gpm 0 9.14gpm 12.98!jPT1 BLD®~1s~ -1/ 17.14gpm ~-114" . ~ :r 9.52gpm F-2 1" 11.93 gpm ~ 9.15gpm 15.3B gpm e 8.25 gpm "l. . I ;'r-~ ,~1, 1-';c''-Jt;-;!-;c;;ti' ~ I 1-112 .. I ,---,~,~=,.,.,,_.,,_.,,, .. ' I :,.§ · • .t:- ~-0% --~~ ' -I,,:/ \{'I {'I :c / \ \ \ ,7 ,,. . r+::-- \ \ /#' / / , BLDG 1-114 1 l 1" 7.3gpm Matc:.h Line e, 0 C -~~~i~:~::1'~· . ATC.H LINE C, DRINKING F POTABLE W FORBLDG.1 Key Map PRESSURE LOSS C.ALC.ULA TIONS l"'ROJEGT NAME: DATE: Village Y Galavera HIii& II sept 1s. :200:2 Y'IATER DISTRICT: GMl"ID HGL: sea METER DESIGNATION: e METER LOCATION: METER ELEVATION: lner&ec.tion of Prl. Drives A , B 90e, METER SIZE: 1-1/:2 STATIC, PRESSURE@ METER: 100 psi BIii Laird (Rec.ye.led Y'later) PRESSURE DATA SOURC.E: VALVE# VALVE SIZE: MAXIMUM DEMAND: PIPE PIPE 6-8 1-1/:2" :24."li LATERAL LINE SECTION CLASS SIZE LEN6TH 6PM A !115 1/2 e ::200 !!/4 C. 200 1 A. TOTAL LATERAL SYSTEM LOSS PIPE PIPE MAINLINE SECTION CLAS& SIZl: A ech40 1-1/::2 e ::l1!!'> ::2 B. TOTAL MAINLINE SYSTEM LOSS MISC.ELLANEOUS LOSS/GAIN Y'IA TER METER: BAGKFLOl"I PREVENTER: MASTER C.ONTROLL VALVE: FLOl"I SENSOR: BALL VALVE(S) (:3) GONTROLL VALVE: HEAD LOS5/GAIN IN SYSTEM: G. TOTAL Ml5G. LOSS/GAIN !le !! 15 6.!5 50 1!! -1."l:3 LEN6TH 6PM ::2!!0 ::25 bbO 2'3 -"i.:25 n/a -1:2.5 -1.:3 n/a -.:3 -s.e +11.:2 -0.1 D. TOTAL SYSTEM LOSS/GAIN (A+B-+C) E. FITTINGS LOSS (15%OF TOTAL LOSS) ~I LOS& .6::2 .25 1.06 PSI LOSS 4.'16 4.::2'1 4_ 11 :it I _Et::0____ 11 I;£•~--, ·--_ _ __ --•-ce=-, -~:J!'.! .... __ .+ii"4=oo==Pi=0'E'i.cc,. .. =-·--~..,------==···~~-=-=--·-cc·-"'·· ==·==E ;z;_ ---=~=_pt-... ..,,T,···•=:y-· 9F{--------·-·-· 1" F. MIN. REG. PRESSURE TO OBEAATE HEADS: G. PRESSURE SUPPLIED BY PUMP H. DESIGN PRESSURE (D+E+F) 11.ee 1.18 :30.0 n/a 4:3.66 100.0 56.:34 .•. , •~~~,mw, _,,,__, I I II 24.21 9pm 112" ® ~ 15.28gpm :5 It Carlsbad Ga 160 -434-2152 -ProJ ENGINEER'S SIGNATIJRE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE L PRESSURE AVAILABLE AT METER: J. RESIDUAL PRESSURE (I-H) APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE _______ _ REVIEWED BY: INSPECTOR DATE DATE l----+--1------------+---t---t--+---t I sH,EET I CITY OF ARLSBAD ~ PLANNING DEPARTMENT L__2:!__j ;==:..==========-===; DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INlnAL 0HER APPROVAL CITY APPROVAL IRRIGATION PLAN Village Y Calavera Hills II OWN BY: .. W~Dc:- CHKD BY: WDG RVWD BY: WDG PROJECT NO. SDP-01-05 DRAWING NO. 4033L GENERAL IRRIGATION NOTES: 1. THE IRRIC',ATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION, REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 2. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. BELOW PAVED AREAS A MINIMUM OF 6" LAYER OF CLEAN FILL SAND SHALL BE INSTALLED ABOVE AND BELOW PIPING. 3. BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CrTY INSPECTOR, r/76D) 815-6708], THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR, REGARDING GENERAL ~EQUIREMENTS OF THIS WORK. 4. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT UTILITIES AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND HE IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING THE SAFTEY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND CONTRACTOR AGREES TO DEFEND AND INDEMNIFY AND HOLD OWNER AND DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 6. DO NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS, IN THE FIELD, THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CON- SIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPO'ISIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH SYSTEM. 8. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1" (INCH) ABOVE FINISHED GRADE. 9. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAWN AREAS SHALL BE INSTALLED SO THE TOP OF THE SPRINKLER HEAD IS FLUSH WITH ADJACENT SIDE- WALK OR CU RB. 10. IN OPEN SEEDED LAWN AREAS SET TOP OF POP-UP TYPE SPRINLER HEADS 3" ABOVE FINISH GRADE UNTIL LAWN IS ESTABLISHED. LOWERING OF ALL LAWN HEADS BY THE CONTRACTOR SO THAT THE TOP OF THE SPRINKLER HEADS IS FLUSH WITH FINISHED GRADE, SHALL BE ACCOMPLISHED WITHIN TEN (1 O) DAYS AFTER NOTIFICATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 11. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 12. 110/120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 13. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 14. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING STRUCTURES, ETC. 15. IN ADDITION TD THE CONTROL WIRE SLEEVES AND PIPE SLEEVES SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FDR THE INSTALLATION OF CONTROL WIRE AND PIPE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. 16. INSTALL POP-UPS W/IN 10 FT. OF ALL PEDESTRIAN USE (PER CITY OF CARLSBAD) 17. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. SPECIAL ON SITE NON-POTABLE WATER NOTES 1. THE INSTALLATION FOR THE IRRIGATION WATER SYSTEM SHALL CONFORM TO THE REGULATIONS FOR THE CONSTRUCTION OF IRRIGATION WATER SYSTEMS WITHIN THE CITY OF CARLSBAD AND THE ACCOM- PANYING PLANS AND SPECIFICATIONS. 2. ALL ON-SITE CONSTANT PRESSURE RECYCLED AND POTABLE WATER MAIN LINE PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH THE CITY OF CARLSBAD REGULATIONS AND THE IRRIGATIONS SPECIFICATIONS. 3. CONSTANT PRESSURE & NON-PRESSURE RECYCLED WATER PIPING SHALL BE PURPLE COLORED PVC. 4. MARKING ON THE PURPLE COLORED PVC PIPE SHALL INCLUDE THE FOLLOWING, CAUTION RECLAIMED WATER. NOMINAL PIPE SIZE, PVC-1120, PRESSURE RATING IN POUNDS PER SQUARE INCH AT 73 DEGREES. ASTM DESIGNATIONS SUCH AS 1785, 2241, 2672, 3139. PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF THE PIPE. 5. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTlflCATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS "WARNING -RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISA -AGUA IMPURA -NO TO MAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMAN ENT AND BLACK IN COLOR. USE TAGS I'S MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVES AS FOLLOWS, a. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR b. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP. 6. WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPING CARRYING POTABLE WATER. 7. WARNING TAPE SHALL BE MINIMUM OF 3 INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY FIVE FEET ON CENTER. 8. WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER PIPING SHALL BE BLUE IN COLOR WITH THE WORDS "CAUTION BURIED WATERLINE BELOW" IMPRINTED IN MINIMUM 1-INCH HIGH LETTERS, BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS ANO PERMANENT. 9. ALL PRESSURE MAIN LINE PIPING FROM THE RECYLCED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10 FEET MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECYCLED AND POTABLE WATER PRESURE MAIN LINE PIPING CROSS, THE RECYCLED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER CROSSING IN A PURPLE COLORED PVC SLEEVE PER SLEEVE'S NOTES, WHICH EXTENDS A MIN. OF 10 FT. ON EITHER SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 12 INCHES. CONVENTIONAL (WHITE) PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITH 3 INCH WIDE PURPLE WARNING TAPE WHICH READS "CAUTION -RECYCLED WATER". 10. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO, AND MUST BE OPERATED BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. UNLESS OTHERWISE DIRECTED BY THE CMWD. 11. ADJUST SPRINKLER HEADS TO ELIMINATE OVERSPRAY ONTO POOL DECKS, PRIVATE PATIOS, STREETS SIDEWALKS, ETC SYM. [!v1] EB ~ + M 1"Ql"MILI"""',... ====== SYM. -{ .. [ } C•l I '71 '"'' {"" [II) 'FRr (L'I') rr l ~ ["1) r ,,. ("'fl [1f'l 01 l (1 '.>I 09) ff41 n5J na n,i na 09) {2Cl) r:, y 12,:, ~ f5:lr. m~ 1'2'1 '"'" ""' E!i • () ,, IRRIGATION LEGEND POT ABLE Jl'IIA Tl=R GENEfVo.L LEGEND DESCRIPTION MANUF. Ile PART NO. POTABLE WATER -5/8" BY OTHERS 8ACKFLOW PREVENTER UNIT FEBCO 825Y SERIES, SIZE INDICATED PRESSURE REGULATOR WILKINS 500 SERIES QUICK COUPLING VALVE RAINBIRD 33 DRC BALL VALVE, LINE SIZE KING BROS. TRUE-UNION PLASTIC VALVES POTABLE WATER PRESSURE MAINLINE 2", 2-1 /2", 3" USE PVC CLASS 315 1-1/2" AND SMALLER USE PVC SCH. 40 SPf<!.INKLER HEADS DESCRIPTION MANUF. I: PART NO. 1 2 CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-4-VAN-H 1 4 CIRCLE SPRAY HEAD RAIN BIRD 1812 SAM-PRS 4 VAN Q 330 DEGREE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-6-VAN-JJr J/4 CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-6-VAN-TQ 1 '2 CIRCLE SPRAY HEAD CAIM c,cn , "17 ,C,AU .cc ... -fl _., .. , ,H 1 3 CIRCLE SPRAY HEAD RAIN BIRD 1812 SAM PRS 6 VAN T 1 4 CIRCLE SPRAY HEAD DA.It.I DIDn 1 a,17 _C'AU .DD~--R .UA"-1 .n 330 DEGREE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-8-VAN-330 3 4 CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-8-VAN-TQ 2 3 CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-8-VAN-TT HALF CIRCLE SPRAY HEAD RAIN BIRD 1812 SAM PRS 8 VAN H 1 3 CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-8-VAN-T 1 4 CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-&-VAN-Q FULL CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-10-VAN-F 3 4 CIRCLE SPRAY HEAD RAIN BIRD 1812 SAM PRS 10 VAN TQ 2 3 CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-10-VAN-TT HALF CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-10-VAN-H 1 3 CIRCLE SPRAY HEAD RAIN BIRD 1"12 ·!':AM PRS 10 VAN-T 1 4 CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-10-VAN-Q FULL CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-12-VAN-F 3/4 CIRCLE SPRAY HEAD RAIN BIRD 1 "12 ~ £.I§: 12 VAN T' 2/3 CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-12-VAN-TT HALF CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-12-VAN-H 1 3 CIRCLE SPRAY HEAD 0 •1•1 Rll>n 1 '112 ,<:AU. -PRS• · 12-VAM, • T 1 4 CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-12-VAN-Q FULL CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-15-VAN-F '</4 CIR"I ~ "PRAY J::!fAQ. c•••• c,cn 1 R 1 7 -"'•"· -Pl><:-1,; _., • ., -TC 2/3 CIRCLE SPRAY HEAD RAIN BIRD 1812 SAM-PRS 15 \IA., -TT HALF CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-15-VAN-H 1 3 CIRCLE SPRAY HEAD c•••• c,cn 1 R1 ,_.,,.,_pee,_,,;_., .. , .T 1 4 CIRCLE SPRAY HEAD RAIN BIRD 1812-'"M-PRS 15 VAN-n FULL CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS-18-VAN-F 3/4 CIRCLE SPRAY HEAD RAIN BIRD 1812 SAM PR<: 111 VAN Tr HALF CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-PRS 18 VAN H 1 3 CIRCLE SPRAY HEAD "'"''"'' "'"'"""' 11:111'1 . .,.._._ •• ,....,.~ _1Q. ••&u _T 1 4 CIRCLE SPRAY HEAD c•••• Rll>n 11117 "•" .ccc-.111-V&IJ .. n FULL STRIP SPRY HEAD RAIN BIRD 1812-SAM-PRS-15CST 1/2 STRIP SPRY HEAD RAIN BIRD 1812-SAM-PRS-15EST 1 /2 STREAM SPRAY BUBBLER RAIN BIRD 1806-SAM-PRS-5CST-B RAIN BIRD 1806-SAM-PRS-50-B ADJU~1ABLE QUARTER BUBBLER IRRITROL 533 ADJUSTABLE QUARTER BUBBLER IRRITROL 533 , ... =-.=:.';"'~ * ~(' OF CAI.If :s Ii GPM RAD .45 4 .29 4 1.2 6 1 • 1 6 .6 6 .49 6 .37 6 , . 7 8 1.55 8 1.37 8 1.19 8 .95 8 .72 8 2.6 10 2.1 10 1.78 10 1.45 10 1.1 10 .75 10 2.6 12 1.95 12 1.63 12 1.3 12 .98 12 .65 12 J.7 15 2.78 15 2.J1 1" 1.B5 1 !\ 1.39 15 Q~ 15 5.32 18 3.99 18 2.66 18 2.0 18 1.33 18 1.21 4x30 .61 4x15 .5 5 .5 5 .5 - .5 Carlsbad ca 160 -434-2152 PSI 30 JO JO JO JO JO JO JO JO 30 30 JO ,o JO 30 JO JO JO JO JO JO JO JO JO JO JO JO JD JO JO 'ti\ JO 30 30 30 30 JO 30 30 30 30 30 REFERENCE PER DISTRICT DETAIL PER DISTRICT DETAIL N0.1 INSTALL ON BACK FLOW DETAIL N0.3 DETAIL ND. 2 ' N/A ARC DETAIL NO. 7 7 7 180 7 90 7 330 7 270 7 7 180 7 120 7 90 7 330 7 270 7 240 7 180 7 120 7 90 7 360 7 270 7 240 7 180 7 120 7 90 7 360 7 270 7 240 7 180 7 120 7 90 7 360 7 270 7 240 7 180 7 120 7 90 7 360 7 270 7 180 7 120 7 90 7 7 7 8 R 7 11 REC."!'C.LED Jl'IIATl=R GENEfVo.L LEGEND SYM. DESCRIPTION MANUF. Ile PART NO. REFERENCE -~ REMOTE CONTROL VALVE, 3/4 INCH RAIN BIRD DV REMOTE CONTROL VALVE, 1 INCH OR LAGER RAIN BIRD PESB SERIES DETAIL NO. 5 rBJ RECYLCED WATER -SEE PLAN FOR SIZES BY OTHERS PER DISTRICT DETAIL ~ BACKFLOW PREVENTER UNIT FEBCO 825Y SERI ES, SIZE INDICATED PER DISTRICT DETAIL ND.1 • MASTER CONTROLL VALVE, 1 / CONTROLLER RAIN BIRD EPB-CP SERIES DETAIL N0.4 ~ STRAINER, SIZE INDICATED HAYWARD, MODEL 72 , WITH 100 MESH LINED BASKET 4--QUICK COUPLING VALVE-RECYCLED WATER NELSON 7645 DETAIL ND.3 M BALL VALVE, LINE SIZE KING BROS. TRUE-UNION PLASTIC VALVES DETAIL NO. 2 L& PEDESTAL CONTROLLER IRRITROL -MC PLUS SERIES W/ DETAIL 6 A-18 STATION; B-24 STATION; C-36 STATION RAINGARD SHUTOFF D-24 STATION; E-24 STATION; F-18 STATION G-18 STATION INSTALL PER MANUF. -PRESSURE SUPPLY LINE TO METER AND TYPE 'K' COPPER, DR AS PER LOCAL TO BACKFLOW PREVENTER UNIT CODE DETAIL N0.1 0 I~ PRESSURE REGULATOR WILKINS 500 SERIES INSTALL ON BACKFLOW ___ ,_@'9_ RECYCLED WATER PRESSURE MAINLINE 2", 2-1/2", 3" USE PVC CLASS 315 N/A ALL LINES UNDER VEHICULAR PAVING AND 1-1/2" AND SMALLER USE PVC SCH. 40 NON PRESSURE LINE 3/4" AND LARGER PVC CLASS 200 N/A 1 /2" PVC CLASS 315 ♦ ANTI DRAIN CHECK VALVE LINE SIZE PER PLAN -------PVC SLEEVE, SEE NOTE BELOW PACIFIC PLASTIC· SIZE INDICATED ON PLANS PER PLAN PER PLAN PER PLAN ALL MAINLINE AND LATERAL PIPING USED IN RECLAIMED WATER IRRIGATION SYSTEMS (IRRIGATION METERS 1 SHALL BE PURPLE COLORED PVC. TYPICAL SLEEVING NOTES 1.-UNDER VEHICLE PAVING INSTALL MAIN, LATERALS AND WIRING IN SCH 80 PVC SLEEVE W/30" COVER 2.-UNDER PEDESTRIAN PAVING INSTALL MAIN AND WIRING IN SCH 40 PVC SLEEVE W/18" COVER 3.-UNDER PEDESTRIAN PAVING INSTALL LATERALS IN SCH 40 PVC SLEEVE W/12" COVER LOCATE ALL IRRIGATION MAINS OUT OF R.O. W. TYPICAL NOTES (TYPICAL): 1) WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 2) MAINLINE, VALVES, IRRIGATION METERS, ETC., ARE SHOWN ON THE STREET AND/OR SIDEWALK FOR CLARIFICATION ONLY. INSTALL IN PLANTER AREA THROUGHOUT THE SITE. 3~ ADJUST ALL SPRINKLERS FOR HEAD-TO-HEAD COVERAGE. 4 INSTALL BACKFLOW PREVENTER IN GROUND COVER OR SHRUB AREA, ONLY. 5 AFTER ESTABLISHMENT OF ALL PLANT MATERIAL, CONTROLLERS SHALL BE PRO- GRAMMED TO IRRIGATE SOLELY DURING NIGHTTIME. 6) CONTROLLER SEQUENCE FOLLOWED BY AN 'a', 'b' OR 'c' LETTER INDICATES THAT THE VALVES ARE TO BE CONNECTED TO THE SAME STATION NUMBER AS NOTED ON DRAWINGS TO START IRRIGATING SIMULTANEOUSLY, e.g., VALVE A4b AND VALVE A4c ARE TO BE CONNECTED TO THE SAME STATION NUMBER 4 AT CONTROLLER 'A'. 71 INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. 8) ALL IRRIGATION HEADS WITHIN 10 FEET OF ANY PEDESTRIAN AREA SHALL BE INSTALLED AS POP UPS • -----GALLONS PER MINUTES "AS BUil-T" DATE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEl"IED BY, ENGINEERING PLANCHECKER DATE INSPEC. TOl't. DATE t----+--+-----------l--+----+---1-----11 S~EET I CITY OF CARLSBAD ~ :===:..::===P:::::1..A=N=N:::::IN:::::,S.:::::::DE:::::PA=R::::TM:::::::::E::N=T===~~===! DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WCRK REVISION DESCRIPTION CITY APPROVAL IRRIGATION SPEC.IFIC.ATIONS Village Y Calavera Hills II ASSISTANT PI..ANNIN,S. Dlf'EC.TOR OWN BY; PROJECT NO. CHKD BY: __ _ RVl"ID BY, SDP 01-05 DRA'MNG NO. 403-3L 1 1 6 1 1 NOTE: 0 COPP~ UNION (1 OF' 2) ® REDUCED PRE'.SSURE aACKFLOW PREVENTER; @¢0PPER IAALE ADAPTER ( 1 OF' 2) 0 COPPER 90" ELL (1 OF 4) © COPPER PIPE (TYPICAL) © FINISH GAAi)[ Q)PVC MALE ADAPTER @ IRRIGATION MAINLINE PIPE ® COPi"ER l'Et.lALE ADAPTER @) -SCHEDULE K HARO COPPER" PIPE FROM POINT-0!'- CONNECTION l. INSTALL BACKFLOW PREVENTER >S REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 2. "SCHEDULE K HARD ¢OPPER" PIPE TO EIE USED BETWEEN METER AND BACKFLOW PREVENTER. 3. INSTALL PER CMWD STD. owe. f W-20 BACKFLOW PREVERTER MOWNT AUTOMA11C CONTROLLER ON MOUNTING BRACKETS INSIDE APPROVED PROTECTIVE ENCLOSURE ON-OFF SWITCH 1/2" EIY 5-FOOT ~IN. COPPER GROUND ROD. ELECTRICAL CONDUIT TO SOURCE CONTROL UNIT REQUIREMENTS 120 V., 60 Hz, 2 AMP. MAX. NOTES: • APPROVED VANDAL RESISTANT CONTROLLER ENCLOSURE STANtNLESS STEEL RAIN SENSOR AUTO ON/OFF SWITCH -SEE NOTE 5 CONCRETE FOOTING; INSTALL 3" MINIMUM ABOVE GRADE AND SLOPE CONCRETE AT 2~ TO DRAIN REMOTE CONTROL VALVE WIRES: AWG UF #14 SECURE WIRES TO CONTROL UNIT AT TERMINALS PROVIDED IN CONTROL UNT, EXTEND ONE COMIJON WIRE TO ALL R.C.V.'S ANO ONE CONTROL WIRE TO EACH R.C.V. (TYPICAi.) COMMON WIRE SHALL BE TIED INSIDE PROTECTIVE ENCLOSURE WHEN REQUIRED. CONDUIT AND IRRIGATION INTERCONNECT WHEN REQUIRED PVC SWEEP ELBOW SIZE AS REQUIRED .~--· 1. CO~MON WIRE TO BE WHITE AND CONTROL WIRES TO BE COLOR CODED. 2. NO SPLICES SHALL BE MADE BElWEEN CONTROLLER ANO R.C.V •. 3. ALL WIRING , CONDUIT OR PLUMBING TO GO THROUGH BOTTOM OF CONCRETE FOOTING. 4. AFTER ESTABLISHMENT OF ALL PLANT MATERIAL. CONTROLLER SHALL BE PROGRAMMED TO IRRIGATE SOLELY DURING NIGHTTIME (TYPICAL) 5. CONTOLLER TO HAVE A RAIN SHUT OFF SWITCH IN STAINLESS STEEL VANDAL PROF ENCLOSURE CONTROLLER CHECK VALVE SAME SIZE AS RISER FINISH GRADE LAttRAL LINE, St2E PER DRAWINGS MARLEX 90 DEGREE STREET ELBOW PVC SCH. 40 ELBOW NOTES; SPRAY HEAD 12" MIN. PVC SCH. eo NIPPLE, SIZE ANO LENGTH AS REQUIRED TYPICAL 3 PL.ACES PVC TEE (SXSXT) OR ELBOW MARLEX 90 DEGREE STREIT ELBOW 1. LOCATE HEADS 4 FT. F'RO~ ALL PEDESTRIAN usts. 2. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD. 3. CONTRACTOR SHOULD TILT HEAD, AS REQUIRED, TD BEST SUIT SITE AND COVERAGE. SPRAY HEAD ON RISER 2 7 BALL APPROVD VALVE BOX FINISH GRADE BRASS OR CCPPER NIPPLE & UNION ~RESSURE MAlf..' LINE ANGLE TO SP[C.FIE□ DEPTH WITH 45-DEGREE ELBOWS, SIZE PER DRAWINGS NOTES: BALL VAL VE 1" IN LAWN AREAS 2 PLANIEFI ARLAs l BRICK SUPPORTS THREE REQUIRED PVC SCH. 40 MALt ADAPTOR TYPICAL. ~wo PLACES PEA 3RAVEL (MIN. 2 GU.FT) 1. BALL VALVES 2 1/2" AND LARGER SHALL BE AWWA APPROVED AND HAVE A 2" SQUARE OPERATING NUT IN LIEU OF BRASS HANDWHEEL AND FL.A/.<GE CONNECllONS IN LIEU Of UNIONS. 2. BALL VALVES BD AND LARGER SHALL HAVE ~RA\ISIT ADAPTERS. J. PLACE PEA Gl-lAVEL PRIOR TO INSTALLATION OF VAi.VE BCX 4. BALL VALVf. SHALL BE 1NSTALLED IN SHRUB AREAS UNLESS (HHERWISC: A"'PROV[I) 5. FOR RECLAIM!::□ WATER JSE PURPLE LID ON ALL VALVE BOXES. VALVE .--ilGH POP-UP HEAD 12" MIN. LATERAL LINE. SIZE PER DRAWINGS PVC SCH. 80 NIPPLE, SIZE ANO LENGTH AS REQU1RED TYPICAL TWO PLACES PVC SC. 40 STREE7 C:LBOW NOTES: / PVC SCH. 40 ELBOW 1. LOCATE HEADS 6~ FROM SIDE WALK, CLRB ETC. PVC TEE (SXSXT) OR ELBOW PVC SCH. 40 STREET ELBOW 2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAPE AT IN~ERSECTIONS AND CORNE~S. 3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD. 4. WHERE NOT::D CHECK VALVE SHALL BE .NSTALLED ur,.;JER HEAD USING SCHEDULE 80 NIPPLE. 12" POP-UP SPRINKLER HEAD 3 8 APPROVED VALVE BOX 1/2" STAINLESS STEEL HOSE CLAMP. .3 REQUIRED PEA GRAVEL. 2 CUB1C FEET MIN, BRASS 90 DEGREE ELL TOP OF VALVE Si-jALL BE 2" 9ELOW VAi.VE BOX COVER 1 ~ IN TURF AREAS 2" IN SHRUB AREAS BRASS OR COPPER NIPPLE LENGTH AS REQUIRED B~ICK SUPPORTS (THRE[ REQUIRED) PRESSURE SUPPLY LINE BRASS 90 DEGREE STREET EU PRESSURE LINE FITTING R4 REBAR STAKE .36" LONG NOTE: BRASS 90 DEGREE STREET ELL BRASS OR COPP~R N ! PPLE LEI\ GTH AS RCQUIRED 1. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX 2. ~OR RECLAIMED WATER USE PURPLE LID ON ALL VALVE BOXES. 3. SEE #20 GENERAL NOTE FOR RECYCLED WATER QUICK COUPLERS. QUICK COUPLING VALVE FINISH GRADE LJCERAL L'l\iE, SIZE PER DRAWINGS POP-UP HEAD PVC SCH, 80 NIPPLE, SIZE AND I_1:NG"'"H AS REQUIRED TYPICAL TWO PLACES 12" MIN. PVC SCH. 40 STREET ELBOW PVC TEE (SXSXT) OR ELBOW PVC SCf--J. 40 ELBOW NOTES, PVC SCH. 40 STREFT ELBOW 1. LOCATE HEADS 6" FROM SIDE WALK, CURB ETC. 2. INSTALL HEADS FLUSc WITH TOP Of HARDSCAPE AT INTERSECTIONS AND CORNERS. J. USE TEF _ON TAPE ON ALL MALE TH'sEAJED FITTINGS EXCEPT HEAD. 4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED JNDER hEAD USING SCHEDULE 80 NIPPLE. 6" POP-UP SPRINKLER HEAD APPROVED VA'...VE B0:X SIZE AS _ REQUIRED BRASS OR COPPER NIPPLE & UNION PVC SCH. 40 MALE ADAPTER IYP. 2 (TWO) PL.ACES F.NISH CRADE BRICK, ONE AT EACH CORNER OF VA'-.VE BOX PRESSURE MAIN LINE ANGLE TO SPEC FID DEPTH WITH 45--DEGREE ELBOWS, SIZE PER 0RA_W_\Jq_§.. __ ···---~ NOTES: MASTER VALVE APPROVED WATERPROOF CONNECTORS EXPANSION LOOP / 1" IN TURF AREAS 2" II\/ SHRUB AREAS PEA GRAVEL (M". J CW. FT.) CONTROL AND COM~ON Wl~ES. TAPE WIRES TO MAIN LINE 1. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. 2. PLACE BOXFS A-RIGHT ANGLES TO -!ARDSCAPE OR STRUCTURES. 3. PIPE LPS-REAM OF VALVl ASSEMBLY IS EQUAL IN DIAI\AETER TO DOWNSTREAM PIPING 0~ VALVE ASSEMBLY, IF NECESSARY, ADD REDUCE-BUSH NG TO BRING PIPING DIAMETER TO VALVE SIZE 4-. ~ASER VALVES 4 • AND LARGER TO BE PROVIDED W IH FLANGED CO"JNECTIOt,,/S IN :..I:::U OF UN ONS. 5. FOR RECYCLED WATER USE PURPLE LID ON Ale. VALVE BOXES. 4 MASTER IRRIGATION VALVE ATTRIUM GRATE FINISH GRADE --·- PVC PERF DRAIN PIPE WRAP W/ FILTER FABR!C'"'----~-1---1 -SEE NOTE FOR SIZE PEA GRAVEL 1/2" PVC SCH. 80 NIPPLE LENGTH AS REQUIRED -· ~ ---------LATERAL LINE. SIZE PER DRAWINGS -SEE NOTE FOR SIZE BUBBLER I 12" MIN. 24" BELOW BOTTOM OF ROOTBALL NOTES: PVC TEE (SXSXT) OR ELBOW 1.-ONE BUBBLER; INSTALL 6" FROM EDGE OF THE ROOTBALL OF THE TREE WHEN TWO BUBBLERS; INSTALL 2nd 4' FROM EDGE OF THE ROOTBALL OF THE TREE 2.-SIZES : 6 INCH FOR TREES; 4 INCH FOR SHRUBS 9 BUBBLER BELOW GRADE !JETER BOX 'N/ METER -------- SIDEWALK---------,. CURB----_., APPROX. B" POTABLE SERV 1CE LINE 12" MINIMUM RECYCLED WATER l~IGATION MAINLINE W/ SLEEVE -----,< NOTES; VERTICAL CLEARANCE OF 12 ~ MINIMUM IS MANDATORY CROSS'"JG PATH OF A POTA.BLE" WATER LINE. INSTA.LLATION OF RECLAIMED WATER IRRIGATIO,\J MAINLINE 24" FROM FACE OF SIDEWALK WIL'_ PROVIDE ThE NECESSARY 10' HORIZONTAL CLEARANC~ FROM POTABLE MAINLINE IN TrE s~REET. POTABLE SERVICE LINE CROSSING 5 10 ADPRDVEO VAL VE BOX REMOTE CONT~Ol VALVE BRASS OR COPPE~ r-.,IP"'LE & UNION. APPROVED WATFRPROOF CONNECTORS EXPANSION LOOP PVC SC.40 ELBOW PVC SCH. 40 MALE ADAPTER Fl 1\/ISH GRADE 1" TURF A-1EAS ~ S!--~UB AREAS 12" MAX. PVC SCh. BO NIPPLE, LENGTH "8 REQLIRED TYP. TNO PLACE?. 11!1" MIN. PVC LATERAL LINE BRICK, 01\/E AT EACH COR,\JER OF VALVE BCX ANGLE TO SPEC ""IED DEPTH WITH 45-0lGREE ELBOWS IZ P R DRAWIN CONTROL AND COMWON WIRES. TAPE WIRES TO MAIN LINE PRESSURE MAIN LINE NOTES: fl'\IC SCH. 40 TEE OR ELBOW 1, INSTALL CONiROL A~D VALVES MINIIALM 2' APART, 2' FROM STRUCTURES OR HAJWSCAPE IN SHRUB AREAS, 2 PIAC[ PFA GRAVEL PRIOR TO IN'3TALLATION OF VALVE BOX. 3. PLACE BOXES AT RICHT ANGLES TO HARl"JSCA::,E OR STRUCTURES 4. Pl;>E UPSTREAM OF VALVE ASSEMF3LY IS EQUAL IN OIAIAETE"R TO :>OWNSTR::A~ PIPl~G OF VALVE ASSEMBLY. IF NECESSARY. ADD ~EDUCE-BUSHING TO l:JRING PIPING JIAM:TER ,·o REMOTE CONTROL VAi VE SIZF. REFER TO IRro!IGATIDN CONSTRUCTION DOCUIJENTS ::-oR PIPING SIZE. 5. FOR RECYCLED WATER JSE PURPLE L1D ON ALL VALVE BOXES. REMOTE CONTROL VALVE FINISH GRADE l.:2"MN . 1e' MIN. CLEAN BACKF1LL CONTROL WIRES ON RECYCLED MA S INSTALL TWO (2) WARNING TAP[S SHOWN. TYPICAL ---- MIN, 2" OF CLEAN EARTH PRESSURE SUPPLY LINE L __ -- NOTES, 1, BELOW PAVED AREAS A MINIMUM OF 15" LAYER OF CLEAN FILL SANO SHALL BE INSTALLED ABOVE ANO BELOW PIPING. 2. PROVIDE MINIMUM COVER OF 24"' ON PRESSURE SUPPLY LINES 3" AND LARGER. 3. WHEN USING RECLAIMED WATER , MAINTAIN MINIMUM 1 D' HORIZONTAL SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. WHERE LINES CROSS, PROVIDE PVC SLEEVE FOR POTABLE LINE MINIMUM 10' EACH SIDE OF RECLAIMED WATER LINE TYPICAL TRENCHING STREET SURFACE POTABLE MAINLINE (SEE IMPROVEMENT DRAWINGS) .3.5 FEET 12" MINIVUM REQUIRED VERTICA'-SE"PARATION RECLAIMIED WATER l~RIGATION MAINLINE --------41 NOTES: ALL REC:...AIMED WATER IRRIGATION PIPING AND Sl..EEVES SHALL BE PURPLE AND LABELED A..'S SPtCIFIED IN: "STAN:>ARD SPECIFICAT.ONS FOR PRIVATE IRRIGATION SYSTEMS" "CA~LSBAO RECLAMATION RULC:S AND REGULATIONS FOR CONSTRUC IION 0~ RECLAIMED WATER MAJ NS" OCTOBER 1993 POTABLE MAIN LINE CROSSING SLEEVE ENGINEER'S SIGNATLRE REQUIRED ON PAGE 1 ONLY APPROVED APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE ________ _ DATE REV I EWED BY: ENGINEERING PLANCHECKER DATE INSPECTOR DATE t----+----t-----------+---+----+--+---11 SH~ET I CITY OF CARLSBAD ~l PLANNING DEPARTMENT L.'.:.._j ;:=::::::=-.:==::.::::::::::::::::::::::::::::::::::::::==:-===: IRRIGATION DETAILS Village Y Calavera Hills II A ROVEU.,A , ~ z~z7-o:3 C.arl&bad C.a 160 -434-2152 DATE INITIAL DATE IN111AL REVISION DESCRIPTION DATE IN111AL ,\SSISTANT PLA01'.N~-I-NG---cD-I_RE_C-cTOR_____ DATE WN BY: __ w.Lo=- CHKD BY: WDG RVWD BY: --.WD\L PROJECT NO. SDP-01-05 DRAWING NO. 4033L ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL ! I IRRIGATION SYSTEM CMWD SPECS, TAKE PRECEDENT OVER SPECS, BELOW. PART 1.00 -GENERAL WORK INCLUDED CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY TO INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE APPROVED DRAWINGS AND SPECIFIED HEREIN AND SHALL PERFORM ALL OTHER INCIDENTAL WORK NECESSARY TO CARRY OUT THE INTENT OF THIS IRRIGATION SPECIFICATION AND IRRIGATION DRAWINGS INCLUDING THE FOLLOWING: FURNISH AND INSTALL ALL PIPELINES AND FITTINGS. FURNISH AND INSTALL AUTOMATIC CONTROLLER, ALL ELECTRICAL CONNECTIONS AND CONTROL WIRING. FURNISH, ASSEMBLE, AND INSTALL MATERIAL DESCRIBED IN THIS SPECIFICATION AND AS INDICATED ON THE DRAWINGS. EXCAVATE AND BACKFILL TRENCHES. TEST AND INSPECT SYSTEM. SIXTY DAY MAINTENANCE. ONE YEAR GUARANTEE. WORK NOTED AS "N.I.C" "EXISTING" OR "TO BE SUPPLIED AND/OR INSTALLED BY OTHERS" IS NOT A PART OF THIS SECTION. THE WORK IN THIS SECTION SHALL BE COORDINATED WITH ALL UNDERGROUND UTILITIES AND TRADES RESPONSIBLE FOR THEIR INSTALLATION. RELATED WORK SPECIFIED ELSEWHERE LANDSCAPE PLANTING: DIVISION 2 ELECTRICAL: DIVISION 16 MECHANICAL: DIVISION 15 EXAMINE ALL DRAWINGS AND SPECIFICATIONS PERTINENT TO THE PROPER COMPLETION OF THE WORK. QUALITY ASSURANCE PERMITS: OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY ALL AGENCIES. ORDINANCES AND REGULATIONS: LOCAL, MUNICIPAL, AND STATE LAWS, AND RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THESE RULES AND REGULATIONS OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE SPECIFICATIONS AND DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD, OR LARGER SIZE THAN IS REQUIRED BY THESE RULES AND REGULATIONS, THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRECEDENCE. PROTECTION: ERECT AND MAINTAIN BARRICADES, WARNING SIGNS AND LIGHTS, AND PROVIDE GUARDS AS NECESSARY OR REQUIRED TO PROTECT ALL PERSONS ON THE SITE. UNDERWRITERS LABORATORIES: ELECTRICAL WIRING CONTROLS, MOTORS, AND DEVICES SHALL BE U.L. LISTED, AND SO LABELED. INSTALLER QUALIFICATIONS (FOR SOLVENT AND RUBBER GASKET JOINTS): EACH PERSON SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE IN TECHNIQUES FOR MAKING CORRECT JOINTS PRIOR TO PERFORMING WORK ON THE SITE. WORK OF THIS SECTION, THAT IS ALLIED, WITH THE WORK OF OTHER TRADES SHALL BE COORDINATED AS NECESSARY. SUPERINTENDENT: A SUPERINTENDENT SATISFACTORY TO THE OWNER'S REPRESENTATIVE SHALL BE PRESENT ON THE SITE AT ALL TIMES DURING PROGRESS OF THE WORK. THE SUPERINTENDENT SHALL NOT BE CHANGED, EXCEPT WrTH THE CONSENT OF THE OWNER'S REPRESENTATIVE THE SUPERINTENDENT SHALL BE AUTHORIZED TO REPRESENT THE CONTRACTOR. DISCREPANCIES: WHEN DISCREPANCIES EXIST BETWEEN DRAWINGS AND SPECIFICATIONS, AND NO SPECIFIC INTERPRETATION IS ISSUED PRIOR TO BIDDING, THE DECISION REGARDING THIS INTERPRETATION WILL REST WITH OWNER'S REPRESENTATIVE, THE CONTRACTOR WILL BE COMPELLED TO ACT ON THIS DECISION AS DIRECTED. IN THE EVENT THE INSTALLATION DEVIATES FROM THE DIRECTIONS GIVEN, IT SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. EXPLANATION OF DRAWINGS: DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE REQUIRED. CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF THIS WORK AND PLAN THIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES. MANUFACTURER'S DIRECTIONS: MANUFACTURER'S DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURERS USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. WORK CALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN rT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN EQUIPMENT USAGE OR AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEE~ING, SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVE IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. AT NO COST TO THE OWNER'S REPRESENTATIVE. SUBMITTALS WITHIN 20 DAYS AFTER AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE FOR APPROVAL FIVE (5) COPIES OF A DETAILED LIST OF EACH MATERIAL PROPOSED FOR USE IN THE PROJECT. PREPARE TYPEWRITTEN MATERIAL LIST USING THE FOLLOWING FORMAT. DOUBLE SPACE BETWEEN EACH ITEM. ITEM NO. 1, 2. 3. DESCRIPTION PRESSURE SUPPLY LINES LAWN HEAD ETC. MANUFACTURER PAC. WESTERN RAIN BIRD ETC. MODEL NO. SCHED. 40 P.V.C. 1804-B12 ETC. WITHIN 20 DAYS AFTER AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE FOR APPROVAL FIVE (5) COPIES OF DESCRIPTIVE LITERATURE WITH CATALOG CUTS MARKED WITH HIGHLIGHTER PEN ON ALL ITEMS TO BE USED IN THIS PROJECT. NO WORK SHALL COMMENCE BEFORE RECEIPT OF APPROVED MATERIAL LIST AND DESCRIPTIVE MATERIAL. LIST SHALL INCLUDE ALL ITEMS INDICATED ON DRAWINGS AND/OR SPECIFICATIONS. PRIOR TO START OF MAINTENANCE PERIOD CONTRACTOR SHALL SUBMIT ONE (1) COMPLETE SET OF AS-BUILT DRAWINGS AND A LANDSCAPE ARCHITECT'S CERTIFICATE OF COMPLIANCE TD THE OWNER FOR APPROVAL. APPROVED AS-BUILT DRAWINGS SHOULD BE CONSIDERED RECORD DRAWINGS. RECORD DRAWINGS RECORD DIMENSIONED LOCATIONS AND DEPTHS FOR EACH OF THE FOLLOWING: POINT OF CONNECTION SPRINKLER PRESSURE LINE ROUTING (PROVIDE DIMENSIONS FOR EACH 1 DO LINEAR FEET (MAXIMUM) ALONG EACH ROUTING, AND FOR EACH CHANGE IN DIRECTION.) GATE VALVES SPRINKLER CONTROL VALVES (BURIED ONLY) QUICK COUPLING VALVES CONTROL WIRE ROUTING OTHER RELATED ITEMS AS MAY BE DIRECTED BY THE OWNER'S REPRESENTATIVE LOCATE ALL DIMENSIONS FROM TWO PERMANENT POINTS (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS OR PAVEMENTS). RECORD ALL CHANGES WHICH ARE MADE FROM THE CONTRACT DRAWINGS, INCLUDING CHANGES IN THE PRESSURE AND NON-PRESSURE LINES. RECORD ALL REQUIRED INFORMATION ON A SET OF BLACKLINE PRINTS OF THE DRAWINGS. DO NOT USE THESE PRINTS FOR ANY OTHER PURPOSE. MAINTAIN INFORMATION DAILY. KEEP DRAWINGS AT THE SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE OWNER'S REPRESENTATIVE AND CITY INSPECTOR. WHEN THE OWNER'S REPRESENTATIVE HAS APPROVED RECORD DRAWINGS, TRANSFER ALL INFORMATION TD A SET OF REPRODUCIBLE PRINTS USING PERMANENT INDIA INK. CHANGES USING BALL POINT PEN ARE NOT ACCEPTABLE. MAKE DIMENSIONS ACCURATELY AT THE SAME SCALE USED ON ORIGINAL DRAWINGS, OR LARGER. IF PHOTO REDUCTION IS REQUIRED TO FACILITATE CONTROLLER CHART HOUSING, NOTES OR DIMENSIONS MUST BE A MINIMUM 1/4 INCH IN SIZE. REPRODUCIBLE PRINTS (5 MAXIMUM) WILL BE FURNISHED BY THE OWNER'S REPRESENTATIVE AT COST FOR PRINTING AND HANDLING. USE APPROPRIATE ERADICATING FLUID FOR REMOVING ORIGINAL LINES AND DIMENSIONS WHERE CHANGES ARE MADE. COMPLETED REPRODUCIBLES SHALL BE EQUAL TO THE ORIGINAL DRAWINGS. ALTERNATE MATERIAL APPROVALS SUBSTITUTION OF ANY PRODUCT, MATERIAL, OR EQUIPMENT WITHOUT THE PRIOR WRITTEN APPROVAL OF THE CITY INSPECTOR & THE OWNER'S REPRESENTATIVE WILL NOT BE PERMITTED. APPROVAL OF ANY ITEM AS A SUBSTITUTION OR ALTERNATE IS FOR DESIGN ONLY, BASED ON INFORMATION OR SAMPLES PROVIDED BY THE CONTRACTOR. CITY INSPECTOR MUST APPROVE ALL SUBSTITUTION PRIOR TO INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE TOTAL PERFORMANCE OF SUCH SUBSTITUTION TO EQUAL DR SURPASS THE ORIGINAL IN EVERY RESPECT. IF THE SUBSTITUTION PROVES TO BE UNSATISFACTORY IN THE OPINION OF THE OWNER'S REPRESENTATIVE, CONTRACTOR SHALL REMOVE SUCH WORK AND RE PLACE IT WITH ORIGINALLY SPECIFIED rTEM (INCLUDING INSTALLATION) AS PART OF THE WORK OF THIS SECTION. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE CONTRACTOR OF ANY LIABILITY UNDER THE SPECIFIED GUARANTEE. SUCH WARRANTIES ARE INTENDED ONLY TO SUPPLEMENT THE CONTRACTOR'S GUARANTEE. CONTROLLER CHARTS DO NOT PREPARE CHARTS UNTIL RECORD DRAWINGS HAVE BEEN APPROVED BY THE OWNER'S REPRESENTATIVE PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER INSTALLED. CHART MAY BE A REPRODUCTION OF THE RECORD DRAWING, IF THE SCALE PERMITS FITTING THE CONTROLLER DOOR. IF PHOTO REDUCTION PRINTS ARE REQUIRED, KEEP REDUCTION TO MAXIMUM SIZE POSSIBLE TO RETAIN FULL LEGIBILITY. CHART SHALL BE BLACKLINE PRINT OF THE ACTUAL SYSTEM, SHOWING THE AREA COVERED BY THAT CONTROLLER. IDENTIFY THE AREA OF COVERAGE OF EACH REMOTE CONTROL VALVE, USING A DISTINCTLY DIFFERENT PASTEL COLOR, DRAWN OVER THE ENTIRE AREA OF COVERAGE. FOLLOWING APPROVAL OF CHARTS BY OWNER'S REPRESENTATIVE THEY SHALL BE HERMETICALLY SEALED BETWEEN TWO LAYERS OF 20 MIL THICK PLASTIC SHEET. CHARTS MUST BE COMPLETED AND APPROVED PRIOR TO FINAL REVIEW OF IRRIGATION SYSTEM. OPERATING AND MAINTENANCE MANUALS PROVIDE TWO INDIVIDUALLY BOUND MANUALS DETAILING OPERATION AND MAINTENANCE REQUIREMENTS FOR IRRIGATION SYSTEMS. MANUALS SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE NO LATER THAN 10 DAYS PRIOR TO COMPLETION OF WORK. PROVIDE DESCRIPTIONS OF ALL INSTALLED MATERIALS AND SYSTEMS IN SUFFICIENT DETAIL TO PERMIT MAINTENANCE PERSONNEL TO UNDERSTAND OPERATE AND MAINTAIN THE EQUIPMENT. PROVIDE THE FOLLOWING IN EACH MANUAL: INDEX SHEET, STATING IRRIGATION CONTRACTOR'S NAME, ADDRESS, TELEPHONE NUMBER AND NAME OF PERSON TO CONTACT DURATION OF GUARANTEE PERIOD EQUIPMENT LIST PROVIDING THE FOLLOWING FOR EACH ITEM: MANUFACTURER'S NAME MAKE AND MODEL NUMBER NAME ANO ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVE SPARE PARTS LIST IN DETAIL DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS FOR MAJOR EQUIPMENT CHECKLIST PROVIDE A SIGNED AND DATED CHECKLIST AND DELIVER TO THE OWNER'S REPRESENTATIVE PRIOR TO FINAL REVIEW OF THE WORK. USE THE FOLLOWING FORMAT: PLUMBING PERMITS: IF NONE REQUIRED, SO NOTE. MATERIAL APPROVALS: APPROVED BY AND DATE PRESSURE LINE TESTS: BY WHOM AND DATE RECORD DRAWINGS: RECEIVED BY AND DATE CONTROLLER CHARTS: RECEIVED BY AND DATE MATERIALS FURNISHED: RECEIVED BY AND DATE OPERATION AND MAINTENANCE MANUALS: RECEIVED BY AND DATE SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS: RECEIVED BY AND DATE MANUFACTURER'S WARRANTIES IF REQUIRED: RECEIVED BY AND DATE WRITTEN GUARANTEE: RECEIVED BY AND DATE LOWERING OF HEADS IN LAWN AREAS: IF INCOMPLETE, SO STATE GUARANTEE DIG ALERT DIAL TOLL FREE ~ 1-800-422-4133 ~~.,. IIIDIIII II lMIND tllNOE ALIM OF ..,..... CIUFW GUARANTEE THE IRRIGATION SYSTEM TO PROVIDE SERVICE AS DESIGNED AND INSTALLED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER'S REPRESENTATIVE CORRECT ALL PROBLEMS WHICH DEVELOP IN THE SYSTEM DUE TO FAULTY MATERIALS OF WORKMANSHIP DURING THE GUARANTEE PERIOD. REPAIR OR REPLACE SUCH WORK AS DIRECTED BY THE OWNER'S REPRESENTATIVE MAKE REPAIRS AND REPLACEMENTS PROMPTLY WHEN NOTIFIED. PROVIDE A WRITTEN GUARANTEE FOR EACH SEGMENT OF THE PROJECT, STATING DATE OF COMPLETION AND GUARANTEE PERIOD. I ' THE OWNER RESERVES THE RIGHT TO MAKE TEMPORARY REPAIRS DURING THE GUARANTEE PERIOD AS NECESSARY TO KEEP SYSTEMS IN OPERATING CONDITION WITHOUT VOIDING THE CONTRACTOR'S GUARANTEE, NOR RELIEVING THE CONTRACTOR OF HIS RESPONSIBILITIES. PRODUCT HANDLING STORAGE: STORE MATERIALS AT A LOCATION DIRECTED BY THE OWNER'S REPRESENTATIVE STORE MATERIALS IN AN ORDERLY MANNER. AVOID INTERFERENCE WITH OTHER CONSTRUCTION ACTIVITIES. PROTECTION: CONTRACTOR SHALL PROTECT HIS WORK AND WORK OF OTHERS FOR THE DURATION OF THE CONTRACT. HE SHALL PROTECT PIPES AND FITTINGS FROM DIRECT SUNLIGHT AND AVOID UNDUE BENDING AND ANY CONCENTRATED EXTERNAL LOADING. BEDS ON WHICH BEDS ARE STORED SHALL BE FULL LENGTHS OF PIPE. PIPE OR FITTINGS THAT HAVE BEEN DAMAGED SHALL NOT BE USED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL MATERIALS FROM THEFT OR LOSS. PROTECT ALL MATERIALS TO PREVENT INTRUSION OF DIRT AND MOISTURE. PROTECT THE INSTALLED WORK AND MATERIALS OF OTHER TRADES. PRODUCTS GENERAL MATERIALS OR EQUIPMENT INSTALLED OR FURNISHED SHALL BE NEW. GENERAL PIPE PRESSURE SUPPLY LINE FROM POINT OF CONNECTION THROUGH BACKFLOW PREVENTION UNIT: MUST BE CAST IRON, BRASS, COPPER OR OTHER MATERIAL APPROVED BY CMWD BACKFLOW SPECIALJST 438-2722 EXT 7152. ALL THREADED PIPES SHALL BE THREADED BY THE MANUFACTURER OF THE PIPE. P.V.C. PIPE ALL PRESSURE SUPPLY LINES UNDER VEHICULAR PAVING TO BE P.V.C. SCHEDULE 40. PRESSURE SUPPLY LINES 4" AND LARGER DOWNSTREAM OF BACKFLOW PREVENTION UNITS: CLASS 200 P.V.C. (ASTM D-2241) CONNECTED WITH RUBBER GASKET BELL AND SPIGOT CONNECTIONS. THE INSERTION MARK SHALL BE VISIBLE TO SHOW PROPER DEPTHS INTO SPIGOT. THRUST BLOCKS SHALL BE AT EACH CHANGE OF DIRECTION AND SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. PRESSURE SUPPLY LINES 2", 2-1/2" AND 3" DOWNSTREAM OF BACKFLOW PREVENTION UNITS: CLASS 315 P.V.C. CONNECTED WITH PRIMER AND SOLVENT CEMENT PER MANUFACTURER'S SPECIFICATIONS. PRESSURE SUPPLY LINES 1 1/2 INCHES AND SMALLER DOWN STREAM OF BACKFLOW PREVENTION UNIT: SCHEDULE 40 P.V.C. CONNECTED WITH PRIMER AND SOLVENT CEMENT PER MANUFACTURER'S SPECIFICATIONS. NON-PRESSURE LINES: CLASS 200 P.V. C. IDENTIFICATION MARKINGS: IDENTIFY ALL PIPE WITH THE FOLLOWING INDELIBLE MARKINGS: MANUFACTURER'S NAME NOMINAL PIPE SIZE SCHEDULE OF CLASS PRESSURE RATING P.S.I. NSF (NATIONAL SANITATION FOUNDATION) SEAL OF APPROVAL DATE OF EXTRUSION PIPE (SOLVENT WELD TYPE): MANUFACTURE FROM VIRGIN POLYVINYL CHLORIDE COMPOUND IN ACCORD WITH ASTM D17B4 OR ASTM D2241, CELL CLASSIFICATION 124548; HYDROSTATIC DESIGN STRESS RATING NOT LESS THAN 2,000 P.S.I. FITTINGS: STANDARD WEIGHT, SCHEDULE 40, INJECTION MOLDED ~.v.c. COMPLY WITH ASTM D1784, CELL CLASSIFICATION 134548, AS MANUFACTURED BY DURA COMPANY OR APPROVED EQUAL. THREADS (WHERE REQUIRED): INJECTION MOLDED TYPE TEES AND ELLS: SIDE GATED THREADED NIPPLES: STANDARD WEIGHT, SCHEDULE 80 WITH MOLDED THREADS JOINT CEMENT AND PRIMER NON-PRESSURE PLASTIC PIPE AND FITTINGS SHALL BE CEMENTED USING A 100% ACTIVE SOLVENT, BLUE IN COLOR. PRESSURE PLASTIC PIPE AND FITTINGS SHALL BE COATED WITH A PRIMER AND THEN WITH A 100% ACTIVE SOLVENT. BOTH PRIMER AND SOLVENT SHALL BE SIMILAR IN ALL RESPECTS TO THAT MANUFACTURED BY CHRISTI'S OR APPROVED EQUAL. COPPER PIPE AND FITTINGS PIPE: TYPE K, HARD TEMPERED ASTM B 88 FITTINGS: WROUGHT COPPER, SOLDER JOINT TYPE IN ACCORDANCE WITH ANSI B 16.22. JOINTS SHALL BE SOLDERED WITH SILVER SOLDER, CONFORMING TO ASTM B 206. BRASS PIPE AND FITTINGS BRASS PIPE SHALL BE 85% RED BRASS, AMERICAN NATIONAL STANDARD INSTITUTE (ANSI), SCHEDULE 40 SCREWED PIPE. FITTINGS SHALL BE MEDIUM BRASS, SCREWED 125 POUND CLASS. ELECTRICAL AND WIRING SERVICE HIGH VOLTAGE CONTRACTOR IS TO COORDINATE WITH THE LOCAL ELECTRICAL COMPANY FOR CONNECTION TO ELECTRICAL SERVICE AND/OR INSTALLATION OF CONDUIT, ELECTRICAL WIRING, AND METER PEDESTAL AT THE LOCATION SHOWN ON THE DRAWINGS. MINOR CHANGES IN LOCATION CAUSED BY ACTUAL SITE CONDITIONS SHOULD BE MADE AT NO COST TO THE OWNER. THE OWNER'S REPRESENTATIVE SHALL APPROVE ALL CHANGES TO THE PLANS ELECTRICAL EQUIPMENT INSTALLED OUTSIDE BUILDING SHALL BE NEMA 4 TYPE, WATERPROOFED FOR EXTERIOR INSTALLATION. ALL CONNECTIONS BETWEEN ELECTRICAL SERVICES AND EQUIPMENT SHALL BE IN RIGID GALVANIZED ELECTRICAL CONDUIT, WITH CONDUIT AND WIRING SIZE AS REQUIRED. ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE ELECTRICAL REQUIREMENTS TO AUTOMATIC CONTROLLERS -(120 V) TO BE COMPLETE IN EVERY RESPECT TO OWNER ELECTRICAL CODE, READY FOR USE AND IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. PROVIDE SEPARATE POWER SHUT-OFF SWITCH AT PANEL FOR EACH CONTROLLER. ALL WIRING IN GALVANIZED CONDUIT AND FITTINGS FROM SOURCE PROVIDED UNDER THE ELECTRICAL SECTION. NO RUNNING THREADS ACCEPTED; USE NIPPLES. CONDUIT SYSTEM SHALL BE 660 VOLT INSULATION; NEC STANDARD ANNEALED COPPER WIRE AND SHALL BE MINIMUM AWG #12 TW OR FM/. PROTECT EACH CONTROLLER BY A CODE APPROVED GROUND CONNECTION. SUPPLY TO BE 120 VOLTS, 60 CYCLE, SINGLE PHASE, ONE AMP. USE ONLY GALVANIZED STEEL FASTENERS IN SECURING CONTROLLERS IN POSITION. INSTALL NEW CONTROLLER AS DETAILED ON DRAWINGS. ALL HIGH VOLTAGE ELECTRICAL WORK SHALL REQUIRE SEPARATE ELECTRICAL PERMITS AND INSPECTION. LOW VOLTAGE CONNECTIONS BETWEEN CONTROLLER AND REMOTE CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL AWG-UF, 600 VOLT WIRE, INSULATION THICKNESS 3/64 INCH, UTILIZING LOW DENSITY HIGH MOLECULAR WEIGHT POLYETHYLENE INSULATION. CONTROL WIRES SHALL BE A DIFFERENT COLOR FOR EACH AUTOMATIC CONTROLLER. SPLICES, WHERE PERMITTED, SHALL BE WATERPROOFED USING RAIN BIRD, PEN-TITE CONNECTORS OR FUSIBLE HEAT SHRINKING TUBING AND HOUSE IN A BOX. WIRE SIZING SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS, IN NO CASE LESS THAN NO. 14. GROUND WIRES SHALL BE WHITE IN COLOR WITH A DIFFERENT COLOR STRIPE FOR EACH AUTOMATIC CONTROLLER. EACH CONTROLLER SHALL HAVE AN INDEPENDENT COMMON WIRE. THREE CONTINUOUS SPARE CONTROL WIRES, BLUE IN COLOR, SHALL BE INSTALLED WITH ALL PRESSURIZED MAIN LINE FROM THE CONTROLLER ENCLOSURE TO THE END OF THE MAIN LINE. WATER SERVICE THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER METERS AS CALLED FOR ON DRAWINGS BY MAKING ALL ARRANGEMENTS WrTH THE WATER COMPANY FOR INSTALLATION, OR INSTALLING METER AS REQUIRED BY WATER COMPANY AND PAYING ALL COSTS INCURRED. MINOR CHANGES IN LOCATION CAUSED BY ACTUAL SITE CONDITIONS SHOULD BE MADE AT NO COST TO THE OWNER. THE OWNER'S REPRESENTATIVE SHALL APPROVE ALL CHANGES TO THE PLANS GATE VALVES 2-1 /2 INCHES AND SMALLER, (UNLESS OTHERWISE NOTED ON DRAWINGS): ASTM B62 BRASS BODY, 150 POUND SATURATED STEAM RATED; WITH SCREWED JOINTS; NON-RISING STEM; SCREWED BONNET, SOLID DISC. PROVIDE WITH HAND-WHEEL. 3 INCHES AND LARGER (UNLESS OTHERWISE NOTED ON DRAWINGS): ASTM A126 CLASS B, CAST IRON BODY 150 POUND D.W.G. WITH FLANGED JOINTS, NON-RISING STEM, BOLTED BONNET, AND DOUBLE DISC, EQUIPPED WITH A 2" SQUARE OPERATING NUT. A THRUST BLOCK SHOULD SUPPORT BODY. CLASS 312 STAINLESS STEEL NUTS AND BOLTS SHALL BE USED TO CONNECT ALL FLANGED CONNECTIONS. QUICK COUPLING VALVES TWO PIECE TYPE BRASS BODY, 150 POUND CLASS, WITH 1 INCH FEMALE THREADS OPENING AT BASE, PERMITTING OPERATION WITH A SPECIAL CONNECTING DEVICE (COUPLER) DESIGNED FOR THIS PURPOSE. COUPLER THREADS: LUG TYPE HINGE COVER: PROVIDE WITH RUBBER-LIKE VINYL COVER. CHECK VALVES ANTI-DRAIN VALVE: PLASTIC CONSTRUCTION, WITH SOFT COMPOSITION DISC, STAINLESS STEEL INTERNAL PARTS, AND WITH SPRING TENSION ADJUSTABLE FROM 4 P.S.I. TO 15 P.S.I. BACKFLOW PREVENTION UNrTS BACKFLOW PREVENTER: DESIGNED TO OPERATE ON A "REDUCED PRESSURE" PRINCIPLE; EQUIPPED WITH GATE VALVES AND FIELD TEST COCKS. PRESSURE VACUUM RELIEFS, INLET AND DISCHARGE GATE VALVES, AND FIELD TEST COCKS. AUTOMATIC CONTROLLER TYPE: FULLY AUTOMATIC OPERATION, CAPABLE OF OPERATING TH'E NUMBER OF STATIONS AND REMOTE CONTROL VALVES INDICATED ON DRAWINGS. AUTOMATIC ASSEMBLY SHALL CONSIST OF A STAINLESS STEEL, VANDAL RESISTANT ENCLOSURE, STAINLESS STEEL PRE-DRILLED REMOVABLE BACKBOARD, CONTROLLER OF SAME MANUFACTURER AND MODEL NO. AS CALLED OUT ON DRAWINGS, TERMINAL STRIP, AND 117 VOLT OUTLET. THE 117 VOLT DUPLEX BOX SHALL BE PROVIDED WITH AN ON/OFF SWITCH AND 117 VOLT RECEPTACLE. ALL POWER WITHIN THE HOUSING SHALL BE PROPERLY PHASED. A PREWIRED TERMINAL STRIP SHALL BE PROVIDED CLEARLY INDICATING THE PROPER POINTS OF CONNECTION OF ALL APPROPRIATE WIRING (STATIONS VALVES, COMMON, MASTER VALVE, PUMP START, AND SENSING). THE CONTROLLER ASSEMBLY SHALL INCLUDE A LIMITED FIVE YEAR WARRANTY. REMOTE CONTROL VALVES AS PER DRAWINGS ROTARY SPRINKLER HEADS AS PER DRAWINGS SMALL SHRUBBERY SPRINKLER HEADS SPRINKLER SHALL BE SIMILAR IN ALL RESPECTS TO TYPE NOTED ON DRAWING. BODY SHALL BE EQUIPPED WITH A BUILT-IN CHECK VALVE. VALVE BOXES-FOR RECLAIMED WATER IRRIGATION SYSTEMSS VALVE BOXES SHALL BE FABRICATED FROM A DURABLE PLASTIC MATERIAL RESISTANT TO WEATHER, SUNLIGHT AND CHEMICAL ACTION OF SOILS. THEY SHALL BE PURPLE IN COLOR. THE COVER SHALL BE PURPLE IN COLOR AND BE SECURED WITH A STAINLESS STEEL BOLT MECHANISM. THE COVER SHALL BE CAPABLE OF SUSTAINING A LOAD OF 1500 PSI. VALVE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. ALL VALVE BOXES SHALL BE AS MANUFACTURED BY AMETEK, CARSON, OR AN APPROVED EQUAL. SEE SHEET 11 FOR THE SECOND PART OF IRRIGATION SPECIFICATIONS, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" Tl TLE ________ ~ REVIEWED BY: INSPECTOR DATE DATE fsFiul CITY OF CARLSBAD ~ 1-----11-----+----------------t----+--+-----+---1 L2::..J PLANNING DEPARTMENT ~ ~==.::::=::::::::==::::::=:::::::::::::::::::::::::::=='...=~ IRRIGATION SPEGIFIGATIONS Carlsbad Ga 160 -434-2152 ; I DATE INITIAL ENGINEER OF WORK I I DATE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Village Y Calavera Hills II ASS I STANT PLANNING DI RECTOR DWN BY: CHKD BY: WDG RVWD BY: WDG PROJECT NO. SDP-01-05 DRAWING NO. 4033L SEE SHEET 14 FOR THE FIRST PART OF IRRIGATION SPECIFICATIONS. VALVE BOXES--FOR POTABLE WATER IRRIGATION SYSTEMS VALVE BOXES SHALL BE FABRICATED FROM A DURABLE PLASTIC MATERIAL RESISTANT TO WEATHER, SUNLIGHT AND CHEMICAL ACTION OF SOILS. THEY SHALL BE GREEN IN COLOR. THE COVER SHALL BE GREEN IN COLOR AND BE SECURED WITH A STAINLESS STEEL BOLT MECHANISM. THE COVER SHALL BE CAPABLE OF SUSTAINING A LOAD OF 1500 PSI. VN_VE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. ALL VALVE BOXES SHALL BE AS MANUFACTURED BY AMETEK, CARSON, OR AN APPROVED EQUAL. QUICK COUPLING VALVE BOXES SHALL BE ROUND. THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS "Qcv", 2" HIGH GATE VALVE BOXES SHALL BE ROUND. THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS "GV', 2" HIGH REMOTE CONTROL VALVE BOXES SHALL BE 1-2" X 18" .THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS 'Rev" AND THE VALVE NUMBER IN CHARACTERS 2" HIGH. SPLICE BOXES SHALL BE 12" X 18" .THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS "SB", 2' HIGH. VALVE BOXES FOR MOISTURE SENSING STATIONS SHALL BE 12' X 18" .THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS "MSS", 2" HIGH. TRAFFIC AREA BOXES: CONCRETE WITH CAST IRON LID DESIGNED FOR VEHICULAR TRAFFIC USE. OPERATING AND MAINTENANCE TOOLS DELIVER THE FOLLOWING ITEMS TO THE OWNER WHEN WORK IS COMPLETED AND PRIOR TO FINAL ACCEPTANCE OF WORK. TWO WRENCHES FOR DISASSEMBLY AND ADJUSTMENT OF EACH TYPE OF SPRINKLER HEAD. TWO KEYS FOR EACH AUTOMATIC CONTROLLER. 6 COUPLERS AND MATCHING HOSE SWIVELS WITH GLOBE VALVES. , 2 KEYS FOR OPENING VALVE BOXES. 'EXECUTION UTILITY SERVICES CONTRACTOR SHALL CONNECT TO THE WATER METERS AT THE LOCATION INDICATED ON THE DRAWING AND MAKE ANY MINOR CHANGES IN LOCATION NECESSARY DUE TO ACTUAL SITE CONDITIONS AS A PART OF THIS CONTRACT. CONNECTIONS TO EXISTING MAINS: CONTRACTOR IS TO CONNECT TO AN EXISTING MAIN, AT THE LOCATION SHOWN ON DRAWINGS. IRRIGATION DRAWINGS ARE BASED ON A REVIEW OF EXISTING CONDITIONS AND, WHEN AVAILABLE, AS-BUILT IRRIGATION DRAWINGS. EXISTING CONDITIONS MAY DIFFER IN THE FIELD FROM WHAT IS SHOWN ON AS-BUILT DRAWINGS. THEREFORE, CONTRACTOR IS TO REVIEW EXISTING SITE CONDITIONS PRIOR TO ANY INSTALLATION. CHANGES IN EXISTING PIPING SIZE THAT MAY REQUIRE DIFFERENT FITTINGS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. CONNECT TO EXISTING ELECTRICAL SERVICE. MAKE MINOR CHANGES IN LOCATION AS NECESSARY DUE TO ACTUAL SITE CONDITIONS AS PART OF THIS WORK. SITE REVIEWS BEFORE ANY WORK COMMENCES; A CONFERENCE SHALL BE HELD WITH THE OWNER'S REPRESENTATIVE, CONTRACTOR AND THE CITY INSPECTOR [(760) B15-670B] REGARDING GENERAL REQUIREMENTS OF THIS WORK. CONTRACTOR'S RESPONSIBILITY: NOTIFY THE OWNER'S REPRESENTATIVE FOR THE FOLLOWING REVIEWS, WITH 48 HOURS MINIMUM NOTICE. SLEEVE INSTALLATION PRIOR TO BACKFILLING. PRESSURE SUPPLY LINE INSTALLATION AND TESTING SYSTEM LAYOUT COVERAGE TESTS FINN_ REVIEW PROVIDE ''WALKIE-TALKIE" EQUIPMENT AND/OR PERSONNEL TO MAINTAIN COMMUNICATION FROM REVIEW AREA TO AUTOMATIC CONTROLLERS. PROVIDE UP-TO-DATE AS-BUILT DRAWINGS AT EACH REVIEW. IN THE EVENT CONTRACTOR SCHEDULES ANY REVIEW AND THE SYSTEM IS NOT FULLY READY, RECORD DRAWINGS ARE NOT CURRENT, OR REQUIRED CORRECTIVE WORK HAS NOT BEEN COMPLETED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING THE OWNER'S REPRESENTATIVE AT THE CURRENT HOURLY RATE PLUS ALL TRAVEL EXPENSES. NO FURTHER REVIEWS WILL BE CONDUCTED UNTIL THIS CHARGE IS PAID. EXAMINE SURFACES FOR CONDITIONS THAT WILL ADVERSELY AFFECT EXECUTION, PERMANENCE AND QUALITY OF WORK. VERIFY THAT GRADING HAS BEEN COMPLETED AND THE WORK OF THIS SECTION CAN PROPERLY PROCEED. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO UTILITIES, WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT. CHECK EXISTING UTILITY DRAWINGS FOR LOCATIONS. NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING, DESCRIBING UNACCEPTABLE CONDITIONS. DD NOT PROCEED WITH WORK UNTIL UNACCEPTABLE SITE CONDITIONS ARE CORRECTED OR EXISTING UTILITIES ARE LOCATED. LAYOUT ALL PIPING OR EQUIPMENT SHOWN DIAGRAMMATICALLY ON DRAWING OUTSIDE OF PLANTING AREAS SHALL BE INSTALLED INSIDE PLANTING AREAS WHENEVER POSSIBLE. MAINS TO BE OUTSIDE R.O.W LAY OUT EACH SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCES BETWEEN ACTUAL SITE CONDITIONS AND THE DRAWINGS. MINOR ADJUSTMENTS SHALL BE MAINTAINED WITHIN THE ORIGINAL DESIGN INTENT. LAY OUT EACH SYSTEM USING STAKING METHOD AS APPROVED BY OWNER'S REPRESENTATIVE. MAINTAIN AND PROTECT APPROVED STAKING LAYOUT. TRENCHING EXCAVATE TRENCHES TO REQUIRED DEPTHS. FOLLOW APPROVED LAYOUT FOR EACH SYSTEM. TRENCH BOTTOM SHALL BE FLAT TO INSURE PIPING IS SUPPORTED CONTINUOUSLY ON AN EVEN GRADE. WHERE LINES OCCUR UNDER PAVED AREAS, CONSIDER DIMENSION TO BE BELOW THE SUBGRADE. PROVIDE MINIMUM COVERAGE AS FOLLOWS: 30" BELOW TOP OF VEHICLE PAVEMENT FOR MAINS, LATERALS AND WIRING SLEEVES PRESSURE SUPPLY LINES (3 INCHES AND SMALLER): 18 INCHES PRESSURE SUPPLY LINES (LARGER THAN 3 INCHES): 24 INCHES NON-PRESSURE LINES: 12 INCHES CONTROL WIRE: SAME AS PRESSURE SUPPLY LINE LINE CLEARANCES PROVIDE NOT LESS THAN 4 INCHES CLEARANCE BETWEEN EACH LINE AND NOT LESS THAN 6 INCHES CLEARANCE BETWEEN LINES OF OTHER TRADES, UNLESS OTHERWISE NOTED. DO NOT INSTALL PARALLEL LINES DIRECTLY OVER ANY OTHER LINE. BACKFILLING INITIAL BACKFILL: CLEAN, FINE GRANULAR MATERIAL AS APPROVED BY OWNER'S REPRESENTATIVE COMPACT TRENCH BACKFILL TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL. RESTORE TO ADJACENT GRADE, FREE OF DIPS, DEPRESSIONS, HUMPS OR OTHER IRREGULARITIES. COMPACTING BY TRUCK OR OTHER VEHICLE IS NOT PERMITTED. REPLACE AND RESTORE ALL SURFACES TO ORIGINAL CONDITION WITH NEW SOD. INSTALLATION ALL PLASTIC PIPE AND FITTINGS SHALL BE INSTALLED IN COMPLETE ACCORD WITH MANUFACTURER INSTRUCTIONS FOR IT. INSTALL BACKFLOW ASSEMBLIES IN SHRUB AREAS AT MINIMUM HEIGHT PERMITTED BY LOCAL CODE. ROUTING OF PRESSURE SUPPLY LINES AS INDICATED ON DRAWINGS IS DIAGRAMMATIC. INSTALL LINES (AND VARIOUS ASSEMBLIES) TO CONFORM TO DETAILS ON PLAN. INSTALL ALL SPECIFIED ASSEMBLIES IN ACCORDANCE WITH THE DRAWINGS. PIPE UPSTREAM OF IRRIGATION ASSEMBLIES (REMOTE CONTROL VN_VES, GATE VALVES, BACKFLOW PREVENTER, ETC.) IS EQUAL IN DIAMETER TO DOWNSTREAM PIPING OF IRRIGATION ASSEMBLIES. IF NECESSARY ADD REDUCED BUSHING TO BRING PIPING DIAMETER TO IRRIGATION ASSEMBLIES SIZE. BRASS PIPE AND FITTINGS: ASSEMBLE USING TEFLON TAPE APPLIED TO MALE THREADS ONLY. PLASTIC PIPE AND THREADED FITTINGS: ASSEMBLE USING TEFLON TAPE APPLIED TO MALE THREADS ONLY. TAPE ALL OPEN ENDS OF PIPE DURING INSTAf_LATION TO PREVENT ENTRY OF ANY FOREIGN MATTER INTO THE SYSTEM. QUICK COUPLING VALVES: UNLESS OTHERWISE INDICATED, LOCATE VALVES WITHIN 12 INCHES OF HARDSCAPE. CONTROLLERS: VERIFY EXACT LOCATION WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. BACKFLOW PREVENTION UNIT : VERIFY EXACT LOCATION WITH CMWD BACKFLOW SPECIALJST. SPRINKLER HEADS: SHRUB HEADS SHALL BE INSTALLED AS NOTED ON DRAWINGS. ELEVATE FULL HEADS IN LAWN AREAS TO A MINIMUM OF 3 INCHES ABOVE GRADE. ELEVATE HEADS ALONG CURBS, WALKS, PAVING, ETC., 1 /2 INCH ABOVE GRADE IN LAWN AREAS. LOWER RAISED HEADS WITHIN 10 DAYS AFTER NOTIFICATION BY THE OWNER. PIPING BENEATH PAVEMENT PIPING UNDER PAVEMENT SHALL BE INSTALLED WITHIN A P.V.C. SCHEDULE 80 SLEEVE. THE SLEEVE SHALL HAVE A MINIMUM 1" CLEARANCE FROM THE MAIN LINE AND SHALL EXTEND A MINIMUM OF 3 FEET BEYOND SUCH PAVEMENT. IN-LINE FlTTINGS, INCLUDING COUPLINGS, SHALL NOT BE PERMITTED UNDER PAVED SURFACES EXCEPT WHERE THE LENGTH OF THE LINE UNDER PAVING IS 20 FEET OR GREATER. THE END OF SLEEVE SHALL BE CAPPED HAND TIGHT UNTIL PIPING IS LAID. SLEEVES UNDER EXISTING PAVEMENTS MAY BE INSTALLED BY JACKING, BORING OR BY HYDRAULIC DRIVING, EXCEPT AS OTHERWISE SPECIFIED OR DIRECTED. SECURE OWNER'S PERMISSION PRIOR TO CUTTING OR BREAKING EXISTING PAVEMENTS. MAKE COMPLETELY CLEAN CUTS USING POWER SAWS, AT APPROVED LOCATIONS ONLY. REPLACE AND RESTORE ALL SURFACES TO ORIGINAL CONDITION, INCLUDING GRADE AND LANDSCAPING. RESTORATION WORK SHALL MATCH THE ORIGINAL WORK IN EVERY RESPECT, INCLUDING TYPE, STRENGTH, TEXTURE AND FINISH. SLEEVES SHALL BE INSTALLED A MINIMUM OF 6" BENEATH THE BOTTOM OF THE PAVEMENT SUBGRADE AND AT LEAST AS DEEP AS PIPING REQUIRES. PROVIDE AND BACKFILL A MINIMUM OF 6" OVER AND UNDER ALL SLEEVES LOCATED UNDER PAVED AREAS. A COMPACTION TEST IS REQUIRED TO CONFIRM 95% RELATIVE DENSITY. COORDINATE INSTALLATION OF PIPING AND WIRES UNDER PAVED AREAS WITH OTHER TRADES. IF THE ONLY PIPING INSTALLED IS OVER 20 FEET LONG; PRESSURE TESTING IS REQUIRED FOR THAT SECTION AT THE TIME OF INSTALLATION. UPON COMPLETID7 OF PIPING INSTALLATION, THE ENTIRE SYSTEM MUST BE TESTED. CONTROL WIRES LOCATED BENEATH PAVED AREAf SHALL BE INSTALLED IN A SEPARATE SCHEDULE 80 P.V.C. SLEEVE. IF WIRE UNDER PAVED AREAS CANNOT BE CONTINUOUS, ALL SPLICES SHALL BE ENCLOSED IN AN APPROVED BOX. VALVES AND VALVE BOXES VALVES AND VALVE BOXES SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS AND DETAILS. THE TOP OF THE VALVE BOXES SHALL BE 2" ABOVE FINISH GRADE IN GROUND COVER AREAS AND 1" ABOVE FINISH GRADE IN LAWN AREAS. INSTALL EACH REMOTE CONTROL VALVE AND QUICK COUPLING VALVE IN A SEPARATE VALVE BOX AND ALLOW AT LEAST 24" BETWEEN VALVE BOXES. FILL AREA UNDER BOX WITH MINIMUM OF 3 CUBIC FEET OF PEA GRAVEL BEFORE BOX IS INSTALLED. COMMON BRICKS SHN._L BE PLACED BENEATH EACH CORNER OF RECTANGULAR VALVE BOXES FOR STABILIZATION. IDENTIFICATION: ATTACH IDENTIFICATION TAG SHOWING VALVE NUMBER ON EACH SOLENOID "PIGTAIL" FOLLOW THE SAME PROCEDURE WHEN USING MOISTURE SENSING UNITS, ADDING "MS" OR LETTERS NOTING THE TYPE OF EQUIPMENT. TAGS SHALL BE MANUFACTURED OR POLYURETHANE BEHR DESOPAID, YELLOW IN COLOR WITH BLACK LETTERS 2-3/4 INCHES BY 2-1/4 INCHES. LOW VOLTAGE WIRING PLACE WIRING IN THE SAME TRENCH AND ALONG THE SAME ROUTING AS THE PRESSURE SUPPLY LINES UNLESS OTHERWISE APPROVED. INSTALL WIRING PRIOR TO MAIN LINE WHENEVER POSSIBLE. WHEN MORE THAN ONE WIRE IS PLACED IN A TRENCH, TAPE WIRES TOGETHER AT A MAXIMUM 12 FEET ON CENTER. AN EXPANSION CURL SHALL BE PROVIDED WITHIN THREE (3) FEET Of EACH WIRE.:CONNECTION. EXPANSION LOOP SHALL BE OF SUFFICIENT LENGTH AT EACH SPLICE CONNECTION, AT EACH ELECTRICAL CONTROL VALVE SO THAT IN CASE OF REPAIR THE VALVE BONNET MAY BE BROUGHT TO THE SURFACE WITHOUT DISCONNECTING THE CONTROL WIRES. AN EXPANSION CURL SHALL BE PROVIDED EVERY 100 FEET IN RUNS OF MORE THAN 1 OD FEET IN LENGTH. PROVIDE LOOPED SLACK AT VALVES AND CHANGES IN DIRECTION OF 90 DEGREES. USE A CONTINUOUS WIRE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. EXCEPT AS OTHERWISE APPROVED, DO NOT SPLICE WIRE AT ANY POINT. ALL APPROVED SPLICES SHALL BE ENCLOSED IN AN ACCEPTABLE BOX. EACH CONTROLLER SHALL BE PROVIDED WITH SEPARATE GROUND WIRE. SYSTEM FLUSHING AFTER ALL SPRINKLER PIPE LINES AND RISERS ARE IN PLACE AND CONNECTED, AND PRIOR TO INSTAf_LATION OF SPRINKLER HEADS, THOROUGHLY FLUSH ALL LINES WITH A FULL HEAD OF WATER. DO NOT INSTALL SPRINKLER HEADS UNTIL LINES HAVE BEEN FLUSHED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE SYSTEM ADJUSTMENT VALVES: ADJUST FLOW CONTROL FOR PROPER OPERATION. HEADS: ADJUST FOR ALIGNMENT AND COVERAGE. IF IT IS DETERMINED THAT COVERAGE CAN BE IMPROVED BY A NOZZLE CHANGE, MAKE SUCH CHANGES OR ARRANGE WITH THE MANUFACTURER TO HAVE CHANGES MADE, AS PART OF THE WORK OF THIS SECTION. MAKE CHANGES PRIOR TO ANY PLANTING. PRESSURE TESTS PROVIDE ALL EQUIPMENT NECESSARY TO TEST SYSTEMS, INCLUDING FORCE PUMP. PERFORM ALL HYDROSTATIC TESTS IN PRESENCE OF THE OWNER'S REPRESENTATIVE AND CITY INSPECTOR. TEST ALL PRESSURE SUPPLY LINES UNDER HYDROSTATIC PRESSURE OF 150 P.S.I. FOR A PERIOD OF 4 HOURS, UNLESS OTHERWISE APPROVED. DO NOT BACKFILL OVER ANY LINE MORE THAN IS NECESSARY FOR TESTING, UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED. DO NOT INSTALL REMOTE CONTROL VALVES, QUICK COUPLERS OR ANY OTHER VALVE ASSEMBLY UNTIL TESTING IS COMPLETED AND APPROVED. COVERAGE TESTS OF THE OWNER'S REPRESENTATIVE AND CITY INSPECTOR TEST SYSTEM TO ASSURE THAT ALL PLANTING AREAS ARE WATERED COMPLETELY AND UNIFORMLY. MAKE ALL NECESSARY ADJUSTMENTS, INCLUDING REALIGNMENT OF HEADS, TO PROVIDE REQUIRED COVERAGE AS DIRECTED BY OWNER'S REPRESENTATIVE EXISTING TREES ROOTS 2 INCHES AND LARGER IN DIAMETER, EXCEPT DIRECTLY IN THE PATH OF PIPE OR CONDUIT, SHALL BE A DITCHING MACHINE IS RUN CLOSE TO TREES HAVING ROOTS SMALLER THAN 2 INCHES IN DIAMETER, THE WALL OF TREE SHALL BE KEPT SHADED WITH BURLAP OR CANVAS. OPERATING INSTRUCTIONS TRAIN THE OWNER'S REPRESENTATIVE MAINTENANCE PERSONNEL IN PROPER OPERATION OF ALL MAJOR EQUIPMENT, INCLUDING RECOMMENDED WINTERIZATION PROCEDURES. PROVIDE THIS TRAINING AT THE OWNER'S CONVENIENCE. SUBMIT WRITTEN EVIDENCE THAT TRAINING HAS BEEN SUCCESSFULLY COMPLETED. CLEANUP UPON COMPLETION OF THE WORK, RESTORE GROUND SURFACES TO REQUIRED ELEVATIONS AND REMOVE EXCESS MATERIALS, DEBRIS AND EQUIPMENT FROM THE SITE TO SATISFACTION OF OWNER'S REPRESENTATIVE DIG ALERT DIAL TOLL FREE 1-800-422-4133 ~AYI I lal?flllll!IUND la\KI! M.IIIT flf lDU'W CIAIIGIIIA ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE ________ _ REV I EWED BY: INSPECTOR DATE DATE ()NOS~ ~ CITY OF CARLSBAD ~ i---;--,------------------,t---+--+----+---1 L22._j PLANNING DEPARTMENT ~ ::=~==================~~ IRRIGATION 5PEC.IFC.IATION5 ~ ~'I-~ "-om.lL.IC'-!!...J' ... Ii Carlsbad ca 1b0 -434-2152 I DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I DA TE INITIAL DATE INITIAL DWN BY: CHKD BY: WDG OTHER APPROVAL CITY APPROVAL RVWD BY: WDG Village Y Calavera Hills II PROJECT NO. SDP-01-05 DRAWING NO. 4033L =-,ymbol abrev. ~ A5pa. Mey 9 A5pa ret (2) Bego R * Gann M.Y. ~ Gann Pr5. @ Gann T ~ Game 5a5 ~ Gari tut 0 Gean gri ~ Diet LD , ~Di5t R ,,..qi:. ,Dono pur 6) Arbu une @ Rhap Bal @ Elae pun @ Lant ss * Limo per [i © Liri mu=-, (Bf Muhl rig &t fhor 6un @ Phor Gua ~ Phor MG (51 Phor Y.JAI. , • ..c:;ii.. , Pyro ven , • e;;b, • Ro=-,a ban S1 Salv quc. S2 Salv leu cs stra nic. ~ Zant aet _E_ r ◄7-1' Fic.u rep Key Map SHRUB VINE LI ST Botanic.al Name Asparagus 'Myers' Asparagus retofrac.tus Begonia 'Ric.hmonden=-,is' Ganna 'Mellow Yellow' Ganna 'President' Ganna ' Tropic.ana' camellia =-,a=-,anqua 'Hana Jimon' common Name Pony Tail Asparagus Nc.n Shrub Begonia Camellia Garis=-,a mac.roc.arpa 'Tuttle' Hybrid Natal Plum Geanothus griseosus Carmel creeper 'Yankee Point' Dietes 'Lemon Drop' Distic.tis 'Rivers' Dodonea visc.osa 'Purple Select' Arbutus unedo Rhaphiolepis 'Ballerina Elaeagnus pungens 'Fruitland ii' V'lild lri=-, Royal Trumpet Vine strawberry Tree Indian Hawthorn Silverberru Lantana 'Spreading sunshine' Hybrid Lantana Limonium perezii Static.e Liriope musc.ari Lily Turf Muh lenbergia rigen=-, Deer Grass Phorlftll.tit '&undOkl~ l-lqbr10. t-l"Z FIA-x Phormium 'Guard=-,man Hybrid N.Z. Flax Phormium 'Maori Chief' Hybrid N.Z. Flax Phormium 'Yellow JAlave' Hybrid N.Z. Flax Pyrostegia venusta Flame Vine Rosa banksiae Lady Banks Rose Salvia quc.ranic.tc.a 'Costa Ric.a Blue' Salvia leuc.antha 'Midnight' strelitzia nic.olai zantedesc.hia aetniopic.a Fie.us repens Common Ganna creeping Fig Size al 1 gal 1 gal 5 gal 5 gal 1 gal i figal !Egal it to ~gal 5 gal 5 gal 5 gal 1 gal 1 gal 0:i'& 5 gal 5 gal 5 g,~a ,__._,,,,,-- 1. gal _& iaf 1 gal 1 gal comment=-, I Carlsbad Ca 160 -434-2152 I ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER DA TE I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. /-/ e.:t'."'4t .!.-1&'.o "AS BUILT" TITLE _____ _ REVIEWED BY: INSPECTOR DATE DATE SHEETS _,19?Z.. PLANTING PLAN 4 LEGEND -SHRUBS Village Y Calavera Hills II t---t---t---------------l--+--l----1----1 A~R~OV'-,-,E~~~-----~•C:-Z7-0J i----t----t-------------t----+---+----l----l ASS I STANT PLANNING DI RECTOR DATE r---;;D:.-;ATE~-;;;IN;-;;-ITIA;;-L-t-------------t--=-:-::~-::c=---l-----l----1 OWN BY: WDG DATE INITIAL DATE INITIAL CHKD BY: WDG ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: WDG PROJECT NO. SDP-01-05 DRAWING NO. 4033L 031203 -I ' I s PS 1 al. 3 Cann. r - S al. Uri. mu . et 1 al. 4 Zant. a . 2 Cann. Prs. 4 Cann. M.Y. 26 s 2 Cann. T. ' ' MC 5 al. g Phor. • · tre. me. • 15 al. B l Sal. 19 Rha . a. Phor. M. · iet. L.D. 1 m m11s al. 1gal al. al. :S Ii as 5 al. 5 Came. s . I Li rJ, u&"'¾ I ··zailf! aet .. 1ga. 6 Cann. · 5 al. 4 Came. sas. 12 As a_ M e. Garl5 _2152 160 _ 434 /J """'~"'t' I I fr~ ! DATE INITIAL ENGINEER OF WORK Key JY!ap FOR PLANTING APPROVERDIGATION ONLY, AND IR PRECISE REVISION DESCRIPTION INCLUDINOGF PLANTING LOCATION AS ARE · DA TE INlllAL OTHER APPROVAL DATE INITIAL CITY APPROVAL ASSIS DWN BY: CHKD BY: RVWD BY: --- -. ------- "AS BUILT " TITLE ____ ====---DATE REVIEWED BY: INSPECTOR CARLSBAD CITX_A£1!G DEPARTMENT SHRUBS DATE NTING PLAN - PLA "// ge y Vi a H"lls II Calavera 1 PLANNING DIR:~:~:CT NO. WDG SDP-01-05 WDG WDG 2-27-03 DATE DRAWING NO. 4033L I I I I I I \ -_,, \ \ \ \ I l \ \ \ \ \ \ I \ \ \ \ \ \ \ I \ \ O' 20' 40' 60' .. 1--...,1 [ .. 1-· --i Sc.ale 1" = 20'-0" -T I 9 Rha . Bal. 5 al. 16 Cann. T. 1 al. , 2 Stre nic 15 al , ~ ~~ ' ' ' ' ) I 6 Phor. Sun. 5gal. 39 Liri. mus. 1 al. 6 Zant. aet. ~ \ I J J =i::_ -----~ .,.,_--~ .. .,,,,,.._ _ __,_~=-· ==~s-«•=-. ·--c--c·-·-·r--T- , v-,,v I -'t""'-. ~-+-"~-I Cann. M.Y. ~-,,,, ..... _ ··----,..,,#""' ,.,,,,.-,0 ' ;~\S. / ~ ,-y~ -e'f\:·~ --'4;'(0~ --. r,'\, \~ .-c'"" --\ ~1e~ __ /,.-" 0 'f (,,1 :J/ "'_.,, '\, \ / _.,.,."" ', / -'fr' ~ --17 P ro. ven 4 Uri. mus. 1 al. 4 Phor. Sun. al. 2 As a. M e. 1 al. 5 al. Uri. mus. 1 al. 15 al. ~ ,,.-c ~· ~~ .-./ \ ,./'. ,/ V al. p' \ \\' '\\ \ .,_,,1 4 ~;;,£- \ 36 Lant. . ,,,,~ \ \ \ 7 ,,,,, \~ \ ,---;77~~~,""'~~ .!..-'.4~7~~ ua. ~~.. \\ !'i'l\------=.F"'--=i\:=--, p'\\, \ "'",, \ 4 Phor. Gµa. al. 3:_,,.,Prror.Sun. al. ~or.Sun --- ' ' 9'\ \ ' ~ \ \ \ \\ \ ' \ ~~ -,,.,,,.,..-... ;;,,;;:'....,,;, __ _ ---~- 14 Diet. L.D. 7 . . mus. ~---ti-ii 5 / _/ H----i I.+---·~ 28 Limo. per. 1gal. -- -- ' --+-----· +----~-1;-;--r- ' . _ 7 , ___ """ _ ···-Y J ProJ ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED EN / i;p ·c ' ;\ i>.' ¼ ~~ 'Y' 3 Stre ni l<e~ Map APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE ________ _ REV I EWED BY: INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT DATE DATE SHEETS PLANTING PLAN -SHRUBS Village Y Calavera Hills II E==3==~~===================~==±==j===E=3 !==:=A~~RO~VE~D2'k====~=A ======2~-~2~7-(JJ=:j A~SS=l~ST!'...A.!_N=T..LP:--LA-"'N':'N"l:cNG::-::D::-IR;;;E:;:C;:;:T:;;;OR~----DATE Carlsbad Ga 160 -434-2152 DATE INITIAL ENGINEER OF WORK DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL DWN BY: CHKD BY: CITY APPROVAL RVWD BY: WDG WDG WDG PROJECT NO. SDP-01-05 DRAWING NO, 4033L GROUND G O V E R. LEGEND Ajuga rpetans 'Giant Bronze' carpet Bugle Gazania Mitsua -Yellow Trailing Gazania Liriope spic.ata Lily Turf Lonie.era japonic.a 'Halliana' Hall's Honeysuc.kle Romarinius prostratus Dwarf Rosemary Tac.helospermum jasminoides star Jasmine Vine.a minor Dwarf Periwinkle Turf -Marathon Ill Myoporum Pac.ific.um Delsoperma Alba Flats @ 12" o.c.. Flats @ 12" o.c.. Flats @ 12" o.c.. Flats @ 15" o.c.. Flats @ 15" o.c.. Flats @ 15" o.c.. Flates @ 15" o.c.. Sodded 1gal. @ 12' o.c.. Flats @ 1B" o.c.. Organic. Mulc.h (only) 3" thinc.k layer (Submit sample to City inspec.tor for approval prior ~ to bulk delivery to job site) ~~ ----\ --~ ' ~~ \ ~~~~ \\ --~ -~'\ -~ \ -/' \ \ \\ Ke~ Map ' I 0' 20' .. ,---1 I 40' 60' .. ,--.... 1 Sc.ale 1" = 20'-0" :s Ii =00 cfj) C'" • ~ Carlsbad Ga 160 -434-2152 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER -/. 0 I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. / I I/I f I J IJ // II "AS BUILT" TITLE ______ _ REV I EWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~ t---t---t--' _• ------------l--.J..---1---1---l ~~=5==::.===P:::::L::::AN::::N::::I N:::G:::::D:=EP:::A:::RT::MENT==:==~~==!::::! DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANTING PLAN -TREES Village Y Calavera Hills II DATE DWN BY: WDG CHKD BY: WDG RVWD BY: WDG PROJECT NO. SDP-01-05 DRAWING NO. 4033L ' I 031203 ---------------------------------~--- I I I \ \ l if! l j . 1 --1-M-,,A-,T~G:-?H~Lc-:IN="~E:=-~G~ _ _,,,,, l · r,.,~1 .. _-.DG f-, 1"' .::.a I~ ---~ l- 1"' ~ 1- • ·-I~ --ss-\ --, I ' I I '--Pro.;' "1;--F-1" er w Ls.me I -J -- ~yz --Ii ~-~--- 1 1/ 5 Arch. --; . symbol cun. 24" box T Abrev. Arec. rom Bauh var Ginn c.am Arc.h c.un Gass lep Ghor spe Jae.a min Liri tu! Plat ac.e Tipu tip Tris c.on 15 gal. ~~'7i•l"~i&p¾Jfffff ~ +=..__ -+-__,-/ .. -----. -~•;,,,;_., "'"-"'"'· . ~/ ff SOUND b'ALL R. E E L 5 T Botanic.al Name c.ommon Name Size Detail c.omments Arec.astrum romanzoffianum Queen Palm Bauhina variegata Ore.hid Tree 24"box 24" box-m s Multi standard Ginnamomum c.amhora Arc.hontophoenix c.unninghamiana Gassia leptophylla Ghorisia spec.iosa Jac.aranda minosifolia Liriodendron tulipifera Platanus ac.erifolia 'Bloodgood' Tipuana tipu Tristania c.onferta Gamphor tree King Palm 24" box 15 gallon 24"box 24" box-m c.------.. se," box Gold Medallion Tree 2 f" box.I~ 3 Floss Silk Tree 04"-m,-i• box s Jac.aranda t,,4• ac" box s Tulip Tree 2-1" bo➔< r~ 3 London Plane Tree .2•1" bo.x/0']41 3 Tipu Tree Brisbane Box ,~ -~ !ii' I!' .;f: ·- V Qi • • 0 . ·- I I F- l fr~ ft O' 20' 40' 60' ... ,---i j '""'I --'""I Sc.ale 1" = 20'-0" Multi ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED HECKER GROUND GOVER LEGEND ~~~~~~~~j ... ... ... ... ... ... ... ... . ... ... ... ... Ajuga rpetans 'Giant Bronze' Carpet Bugle Gazania IVfitsua -Yellow Trailing Gazania Liriope spic.ata Lily Turf Lonie.era japonic.a 'Halliana' Hall's Honeysuc.kle Romarlnius prostratus Dwarf Rosemary Tac.helospermum jasminoides Star Jasmine Vine.a minor Dwarf Periwinkle Turf -Marathon Ill IV!yoporum Pac.ific.um Delsoperma Alba Flats @ 12" o.c.. Flats @ 12" O.C. Flats @ 12" O.C,. Flats @ 15" o.c.. Flats @ 15" O.C. Flats @ 15" o.c. Flates @ 15" o.c. Sodded 1gal. @ 12' o.c. Flats @ 18" 0.C. - ~ Organic. IV!ulc.h (only) :3" thinc.k layer (Submit sample to City inspec.tor for approval prior to bulk delivery to job site) Key Map APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE ______ _ REVIEWED BY: INSPECTOR DATE DATE SHEETS '.1<3Z. PLANTING PLAN 4 LEGEND -TREES Village Y Calavera Hills II Carlsbad Ga 160 -494-2152 A#~OV~E~~~L__---~~ 2 _27~ 1------t-------t-----------------ll---+---+--l----l ASS I STANT PLANNING DI RECTOR DATE t-;D<-;-Ac;c;cTE----t-:;:;;INl-.,:-TIA;-cL---t---------------+-,:--,-::,------f------l--,---+---1 DWN BY: WDG 1---DA_TE~~IN_ITI_A_L +-D_AT_E-------'---_INI_TIA_L--1 CHKD BY: WDG RVWD BY: WDG ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PROJECT NO. SDP-01-05 DRAWING NO. 4033L ------------ 031203 ' ' \ \ \ \ GITY OF GARL~BAD FIRE PROTECTION PROGRAM FROM CITY LAND5C.APf\ MANUAL 5EC.TION f.9.1 C.ONDITIOI\I A -MANUFACTURED 5LOPE FIRE PROTECTION \ PERTAIN5 TO MAN MADE ~OPE5 ABUTTING HIGH Rf.'>K AREA5 A5 DE5c.RIBED UNDER 5EC.TION 11 C..1 5EC.TION A-1 MEASURED HOFf.lZONTALLY 20' OUTV'W<.D FROM THE OUTLYING EDGE Of 5TRLIFTURE(5). 1. PLANT il'IITH GROUND c.ovER OR LOil'I GROil'IING SHRUB 5PEc.JE5 (LE5S THAN 9' IN HEIG~T) KNOil'IN TO HAVE FIRE RETARDANT GUALITIE5. \ 2 NO TREE5 OR SHRUB5 ALLOil'IE:D. 9.IRRIGATED. \ 5EC.TION A-2 -MEA5URED HOR1zd,1TALL.Y 20· oUTil'IARD FROM THE OUTLYING EDGE OR 5EC.TION A'-11. 1. PLANTED il'IITH LOil'I il'IATER U5E NATURALIZING PLANT SPEc.lE5 KNOil'IN TO HAVE LOil'I FUEL c.HARACTl;Rl5TIC.5. 2. NO TREE5 ALLOil'IED. \ 9. IRRIGATED. \ SECTION A-9 -MEASURED OUTil'IARD FR~ THE OUTLYING EDGE Of A-2 TO INCLUDE THE REMAINDER Of THE ),,REA BETil'IEEN 5EC.TION A-2 AND THE Hl<!,H Rl5K FIRE AREAS A5 D~C.RIBED UNDER 5EC.TION IIC.. HORIZONTAL DISTANC.E FROM THE 5TRUC.TU.l,1.E(5) TO UNTREATED SECTION A-1 A-2 A-3 NATIVE 20' •rrigation ,0' ,.,. ,es 1tlNDISTUctBE:D) s "'' NO _ptantin • l'IRE RETAROl'INT • LDW FUEL • W~ FUEL "' • NO TREES OA SHRUBS-• NATURAl.JZING NATUF'IALIZING • NO TREES • Tl1EES NO CLOl;,ER THAN 20' APART 20'CLEAR "CONDITION A" -MANUFACTURED SLOPES fire sections / HIGH Rl5K AREAS SHALL NOT BE LE55 THAN¥,0' \ . ' A-/ \ ... -----\... -----~ / • / '-/ ·, '"-•,,,,(/7 ...... \ --___ .)\ / \ -----' / \ ,/ ~---, __ \ / --\ / _.--,-/ -. ~ \ ~-,, ~--~ \ \ '\ ----/-----\ .,,-~ ~,,,,,, '\ / ---\ ,/------/ \ / ~---- ""'lf'\ r:::T "'"I~ E c.cu-ir?r""t=C:IJ;::,iQ·L# zol¾.lt=-\ ,...,---,&t:,V ! r= t~ ,_ ;_; f'"" ("" 1~ .... _;;;;;;"'"11 ,!'~{ = !°"',~ .,.,...,-,, \ / ---- / ----------\ / ,__ / \ .. / \ / ON-"'f'L!h? i;:::1-/ \ / \ • -Z , t: , ,· :~,;_c;·\ 1 ..-:["//,Y/, l \/ _,...,. • ..,.- '"'-. //\ '-", _ zol4E c;NE-r / -~ ZONE TY1!0·-< \ _,/ ;:~ / ) \ / / / / / ''-":~_ / ·, .z re;~,. e:§i:, ·~w~w, "y' ' '"¾:; ' \ I ·, --, I"-, / \ \ \ 'v\,~ A \ l'• \ ·1' ! : -:= <t ">.J' ' I I ' \ I \ ' , ·-:-::::::::::::::>:-· O' 20' 40' 60' ,.1--.... i I ... ,--.... ] Sc.ale 1" = 20'-0" ll J>NDS~ ~ .A::;;,;rrr~4 "c""''-"'-'-=-:,'J' • Garlsbad Ga 160 -434-2152 ~~ij~,ic~-~w<I:~ I I\ .. Pro. ' ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER GROUND GOVER L E G E N D - ~ B888J ~ ... ... .. ... ... ... ... ... ... ... ... ... Ajuga rpetan5 'Giant Bronze' Carpet Bugle Gazania Mitsua -Yellow Trailing Gazania Liriope spic.ata Lily Turf Lonie.era japonic.a 'Halliana' Hall's Honeysuc.kle Romariniu5 prostratus Dwarf Ro5emary Tac.helo5permum ja5minoides Star Ja5mine Vine.a minor Dwarf Periwinkle Turf -Marathon Ill Myoporum Pac.ific.um Del5operma Alba Flats @ 12" o.c.. Flats @ 12" o.c.. Flats @ 12" o.c.. Flat5 @ 15" o .c.. Flats @ 15" o.c.. Flats @ 15" o.c.. Flate5 @ 15" o.c.. Sodded 1gal. @ 12· o.c.. Flat5 @ 18" o.c.. Organ!c. Mulc.h (only) 9" thinc.k layer (Submit 5ample to City in5pec.tor for approval prior to bulk delivery to job site) Key Map APPROVED FOR PLANTING AND IRRIGATION ONLY ' "AS BUILT" INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ REV I EWED BY: INSPECTOR DATE DATE f•/5'-0/, tlV' ~ CITY OF CARLSBAD SHEETS F====r====t===========================~~===j====t====c===l r=L.22-J= 1 =:.===P=L=AN=N=IN=G=D=EP=A=R=T=ME=N=T==~~:l3~t~2~ PLANTING PLAN -TREES Village Y Calavera Hills II P ROVE?"?e« F~;=r;;=i===================t~:=l:::==±===i=~ ~~~~=--=--:-::==----~_____:2.-27-03 ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL OWN BY DATE INITIAL DATE INITIAL : WOG PROJECT NO. ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: WDG DRAWING NO. OTHER APPROVAL CITY APPROVAL RVWD BY: WDG SDP-01-05 4033L 0312.03 , 'f 6' Pert PVC 1 Pipe w/ Drain cap (some as Irrigation pipe) see Plan and Irrigation Detail 8 --~ 1\1~"'- 1/1 )I. . . ~---3" Mulch Cover ~---Fertilizer Tablets Root ball -set crown 1" above finish grade Prepared backfill--, 3" basin berm" Shrub Fertilizer U3blets 2" Mulch Cover 6 ft. Root Ball -.set rpotba!I 1" ablov~ finish -grade ,--~Wonder Tree Ties (3) Of Approved Equal ,---5" Min. Basin Fin!sh Grade insti grad Depth Depth of root ball of Root Ba!! --Amended Plaste Sand -Puddle & Sett!e X Root Bai --------Scarify Sides & Boitom of Rootball ~--Slope f' per Ft Slope 1"/ft. To comer 314" I Crushed Rock ·- Fil!ed Sump 2 X Root Ball 1 PAL.M TRI:!: PL.ANTING City Of Carlsbad Landscape Manual Standards See,tion IV-E Slope Planting standards 5Iopes requiring erosion c.ontrol measures as spec.ified herein shall be treated with one or more of the following planting standards: a. 5tandard ;11 -GOVER C.ROP/.JUTE ME5H c.overc.rop shall be a seed mix typic.ally made up of quic.k germinating and fast c.overing grasses, c.lovers , and/or wild flowers. 5ubmit the spec.ific. seed mix for C.ity approval prior to applic.atlon. The c.over c.rop shall be applied at a rate and manner and suffic.ient to provide "10 % c.overage within thirty (30) days. Type of jute mesh shall be as approved by the C.ity and staked to the slopes as rec.ommended by the manufac.turer. During the remainder of the year. the c.over drop and/or jute mesh may be used. b. 5tandard #2 -GROUND COVER One hundred (100%) perc.ent of the area shall be planted with a ground c.over known to have exc.ellent soil binding c.harac.teristic.s (planted from a minimum size of flatted material and spac.ed to provide full c.overage within one year) c.. 5tandard #3 -LOV'I 5HRUB5 Low spreading woody shrubs (planted from a minimum of 2-3/4 inc.h liners) shall c.over a minimum of seventy (10 %) perc.ent of the slope fac.e (at mature size) d. 5tandard #4 -TREE5 AND OR LARGE 5HRUB5 Trees and/or large shrubs shall be (planted from a minimum of 1 gallon c.ontainers) at a minimum rate of one (1) planted per two hundred (200) square feet. AREA OF APPLICATION (PLANTING) 5LOPE5 -6:1 or steeper and : a. 3 feet or less in vertic.al height and are adjac.ent to public. walks or streets require at minimum 5tandard ll1 (c.over c.rop and jutted). b. 4 feet toe, feet in vertic.al height require 5tandards ll1, ll2,ll3. c.. In exc.ess of e, feet in vertic.al height require 5tandards ll1,ll2,ll3 and ll4. SPECIAL CONDITIONS Areas of graded flatter than 6:1 require 5tandard ll1(c.over c.rop) when they have one or more of the following c.onditions: a. 5heet graded pads not sc.heduled for improvements within 6 months of c.ompletion of rough grading. b. A potential erosion problems as determined by the C.lty. Pull Fert. Tabs away from Rootball on all Native Plants 2 X root ball SHRUS / T~ee PL.ANTING c.. Identified by the City as highly visible areas to the public. or have spec.ial c.ondltions that warrant immediate treatment. Areas to be hydroseeded shall first be disked or rototilled to provide a friable, loose seed bed. HYROSEEDING Hydroseeding in lieu of Standard ll2 may be allowed if approved by the City and under the following c.onditions. a. Native plants are required to be planted as a c.ondition of approval of the projec.t by the C,ity or other presiding agenc.y and the required spec.ies are a c.ommerc.ially unavailable in c.ontainer or flatted stoc.k. b. the slope is demonstrated to the satisfac.tion of the C.ity to be too roc.ky for hand planting. The hydroseed mix shall c.onsist of a variety of long lived planting materials with roof systems of varying depths. ROCKY SLOPES Planting need not be provided for c.ut slopes that are deemed by the C.ity Engineer to be roc.ky in c.harac.ter and not subjec.t to damage by erosion. This also inc.ludes any slopes protec.ted against erosion damage by other methods. Other methods c.an be used if they have been spec.ific.ally rec.ommended by a soils engineer, engineering geologist, or equivalent authority and found to offer erosion protec.tion equal to that provided by the planting spec.ified in this sec.tion and they are approved by the C.ity Engineer. SLOPE IRRIGATION AREA5 OF APPLICATION (IRRIGATION) All areas requiring planting under these 5tandards shall be irrigated with a permanent automatic.ally c.ontrolled irrigation system c.overing 100% of the planted area and in c.onformanc.e with the following requirements. 5LOPE IRRIGATION 5TANDARD5 l"later servic.e (point of c.onnec.tion) installation, temporary or permanent , shall be in plac.e to c.oinc.ide with planting timing spec.ified in the previous sec.tion. PIPE on grade pipe is not allowed unless it is demonstrated to the satisfac.tion of the C.ity that the roc.ky c.ondition of slope would prevent trenc.hing. In c.ases where on grade pipe is allowed it shall be the galvanized type of UVR resistant PVC. approved by the C.ity. MA5TER C.ONTROL VALVE Projec.ts with over 50,000 square feet of slopes shall in stall a "master c.ontrol valve" (normally c.losed to be ac.tivated by the automatic. c.ontroller. This valve shall be loc.ated just downstream of the pint of c.onnec.tion. fL Min. 4" Auger Hore 3/4" Crushed Racki 2 X Root Ball TRI:!= PL.ANTING 5EPAR.ATE C.IRC.UIT5 a. The top, bottom. and middle areas of slopes shall be designed to operate on separate c.irc.uits. b. Level planting areas adjac.ent to roads or walls 5ft. or greater in width shall be irrigated separately from slopes. 5PRINl<LER HEAD TYPE5 The prec.ipitation rate (based on ½ head pattern) of sprinklers used on slopes shall: a. Not exc.eed .5" per hour on slopes 25ft. in horizontal distanc.e or larger. b. Not to exc.eed 1.4" per hour on slopes 25ft. in horizontal distanc.e or less. :s oc 4 Garlsbad Ga 160 -434-2152 6 ft. Root Ball -set rootball 1" ablov finish gra·de Fertilizer Tablets 4" Basin Berm 6" Auger Hole 3/4" Crushed Rock The Reddy Stake System·1 2· Mulch Cover i Backfill • • I m.' .. 2 X'Root Ba!I Irrigation .P,ipe -see d,etail 8 irrigation detail T~ee PL.ANTING specimen Tree ---......_ ·'-------._ Plastic Hose Ties Guy Wire Required to Support Tree (3 mm) ~- Root Ball~ Set 1" abo~e "- Finish Gra,de "-...., Fertilizer Tablets~ .... Prep·ared Backfill ~ ft. 6' \.__ Set One Pipe @ Low Point of Planting Plf . Twin€" Perf. PVC Pipe wr Drain Cap (one as !nigation pipe) see Slope 1"/ft. I 3!4'' Crushed R.oCk J :2 x Root Ban Plan and Irrigation Detail -+---~=~'-------+- 5 TRI:!: GUYING Root Ball Root Barrier 4" Basin Berm Note: All hand planted ground covers and shrubs planted as ground covers shall be planted in this triangular pattern at thee ua1 distances called for in the lant le end. NOT!:: TREES PLANTED )'IIITHIN 5' OF PU5L.IC. SIDi=)'IIAL.l<S SHAL.L. BE INSTAL.L.ED )'IIITH ROOT BARRIERS APPROVED BY THE C.17"'!'. MASS PL.ANTING ENGINEER'S SIGNA1\JRE REQUIRED ON PAGE 1 ONLY APPROVED 1 TRI:!: ROOT SARRll:R APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE _______ _ REV I EWED BY: DATE 2 ft. A ROVE " z-21-03 ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: WDG PROJECT NO. DRA'MNG NO. DA1E INITIAL DATE INITIAL CHKD BY: WDG OTHER APPROVAL CITY APPROVAL RVWD BY: WPG SDP-01-05 4033L 031203 ") 0-' N -,.DO 1.1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SUMMARY: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. . 1 RELATED WORK: _IRRIGATION SECTION 02441 1.3 SUBMITTALS: UPON BEING AWARDED THE PROJECT, CONTRACTOR MUST SUBMIT LIST OF SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS WITH QUANTITIES OF EACH WITHIN 15 OR DAYS FROM AWARD CONTRACT. 14 GUARANTEES AND REPLACEMENTS: .1 SHRUBS, VINES, AND GROUNDCOVER SHALL BE GUARANTEED TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR NINETY (90) DAYS, WHICHEVER COMES FIRST. . 2 ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEAL THY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE PROJECT. IF TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE. .3 ALL PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (14) DAYS. .4 PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO. 1.5 OBSERVATION: .1 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. .2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: A. PRE-CONSTRUCTION MEETING (COORDINATE WITH CITY INSPECTOR 760-815-6708) B. INCORPORATION OF SOIL CONDITIONERS AND FERTILIZERS INTO THE SOIL C. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. D. APPROVAL OF PLANT MATERIALS E WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. F. ORIENTING SPECIFIED TREES. G. VERIFICATION OF FINISH GRADES. H. APPLICATION OF PRE-EMERGENT HERBICIDE. I. PRE-MAINTENANCE OBSERVATION J. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. K. FINAL OBSERVATION TOBE HELD AT THE COMPLETION OF THE MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE ONE-YEAR GUARANTEE OF ALL TREES. .3 ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING, (1) WHETHER THE WORK IS ACCEPTABLE; AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE OWNER .4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH OBSERVATION. 1.6 MAINTENANCE: .1 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK ON THIS PROJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALENDAR DAYS. .2 THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. .3 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS AND LAWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, ALL OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. ALL PLANTS FOUND TO BE DEAD IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS. .4 FERTILIZER (COMMERCIAL): 7-9-4 WITH CHELATED MINERALS SHALL BE APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 30 DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE APPLICATION RA TE. .5 THE CONTRACT CCMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON CCVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE OR WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. .6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR AND SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEER DRAWINGS. 1.B GENERAL REQUIREMENTS: .1 THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES, SHRUBS AND GROUNDCOVERS. .2 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE . .3 ALL ROCKS 1" OR LARGER, AND OTHER GROWTH OF DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING. .4 PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BElWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. .5 GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. .6 ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEOING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. .7 QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND ARE NOT GUARANTEED. CHECK AND VERIFY CCUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. . BADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING AND GRADING OPERATIONS. .9 SPECIMEN TREE SELECTION: A. ONE SAMPLIE OF EACH TREE VARIETY AND SIZE, CALLED OUT ON DRAWINGS 15-GALLON AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. B. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. C. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES 24" BOX SIZE AND LARGER TAGGED AT THE NURSERY AND/OR AT THEIR PLACE OF GROWTH, ORAS OTHERWISE SPECIFIED ON DRAWINGS. 10 REJECTION AND SUBSTITUTION : A. ALL PLANTS NOT CCNFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WEATHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANTS MATERIAL SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT & CITY INSPECTOR. .11 UTILITIES: A. ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES. 1.9 INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: .1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE- MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIALS, COMPARING THE TOTAL AREA AND/AND OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. . 2 UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING ANO GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET. THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. .3 RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE REPRESENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN BY THE CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN THE PRESENCE OF THE CONTRACTOR. SHALL INDICATE ON THE PLANTING PLAN WHERE SOIL SAMPLES SHALL BE TAKEN. CONTRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY(PRE-APPROVED BY THE CITY). SOIL TEST SHALL CONSIST OF SOIL FERTILITY AND AGRICULTURAL SU IT ABILITY CONFORMING TO THE METHODS OF THE UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION AND USDA, ALONG WITH RECOMMENDATION FOR CORRECTING ANY DEFICIENCY IN THE SOIL. RECOMMENDATIONS SHALL BE SUBMITTED TO THE ARCHITECT ANO THE CITY FOR APPROVAL .4 A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANOOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. .5 AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL BE TAKEN BY ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR TESTING OF EGE AND PH. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. PART 2 -PRODUCTS 2.1 SOIL AMENDMENT AND FERTILIZER: .1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INORGANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5.5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90 %, NON-IONIC WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.5 %. (LOAMEX, WIL-GRO, LIFE FOREST HUMUS). .2 GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO 2H20) WITH MINIMUM 80 % GRADE CONTAINING 14 % COMBINED SULFUR. .3 IRON SULFATE (EXPRESSED AS METALLIC) 19 % OF QUALITY APPROVED BY ARCHITECT. .4 SULFUR (SOIL) (ELEMENTAL) 99 % OF QUALITY APPROVED BY ARCHITECT. .5 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 1.0% MINIMUM PHOSPHORIC ACID 10.0 % MINIMUM POTASH 10.0% MINIMUM .6 FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 21.0% MINIMUM PHOSPHORIC ACID 0.0 % MINIMUM POTASH 0.0% MINIMUM . 7 FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 16.0% MINIMUM PHOSPHORIC ACID 20.0 % MINIMUM POTASH 0.0% MINIMUM .8 FERTILIZER (CCMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 7.0% MINIMUM PHOSPHORIC ACID 9.0 % MINIMUM POTASH 4.0% MINIMUM .9 PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 20.0% MINIMUM PHOSPHORIC ACID 10.0 % MINIMUM POTASH 5.0% MINIMUM .10 SOIL ENHANCER SHALL BE SAVRON. 2.2 PLANTING BACKFILL: PLANTING BACKFILL SHALL BE FINALIZED WITH THE RECOMMENDATIONS FROM THE SOIL ANALYSIS. PRELIMINARY SPECIFICALTION ARE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE: SOIL CONDITIONER 1/3 CU. YD. SITE SOIL 2/3 CU. YD. IRON SULFATE 1 LB./PER CU. YD. OF MIX GYPSUM 10 LBS/PER CU. YD. OF MIX 2.3 STAKING MATERIALS STAKES SHALL BE OF LOOGE POLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. 2.4 GUYING MATERIALS: .1 GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO. 12 GAUGE. . 2 ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL BE 4 INCHES X 4 INCHES OF SOLID LUMBER, 1' -6" IN LENGTH. .3 HOSE FOR COVERING WIRE SHALL BE 2-PLY REINFORCED RUBBER, USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 1/2 INCH IN DIAMETER. .4 FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING, 1/8 INCH IN DIAMETER AND FOUR FEET LONG, OF UNIFORM THICKNESS. . 5 TREE TIES SHALL BE BORDON CINCH-TIE OR APPROVED EQUAL. 2.5 PLANT MATERIALS: .1 NOMENCLATURE: THE BOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CCNFORM WITH THE APPROVED NAMES GIVEN IN "AN ANNOTATED CHECK LIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA, OREGON, AND WASHINGTON", PUBLICATION NO. 4091, PRINTED 1979 AND "AN ANNOTATED CHECK LIST OF ORNAMENTAL PLANS OF COASTAL SOUTHERN CALIFORNIA", PUBLICATION NO. 3276, PRINTED 1982, BOTH PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES. SEE LIST OF PLANT MATERIAL ON DRAWINGS. 2 QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS, AND MEET OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT. .3 CONTAINER STOCK (1-GALLON, 5-GALLON, 15-GALLON, AND BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINED 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. .4 PRUNING SHALL NOT BE DONE, PRIOR TO OELNERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. .5 INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANS TO SITE. I I .6 PLANTS SHALL BE SUBJECT TO INSPECTION, AND APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. .7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS ARE SUBJECT TO BOTH THE ARCHITECT'S & THE CITY INSPECTOR'S WRITTEN APPROVAL. THE ARCHITECT WILL NOT SIGN OFF ON THE INSTALLATION IF SUBSTITUTIONS ARE MADE W/O HIS APPROVAL .8 QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. .9 THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE . .10 IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE , WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT. THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT. .11 GROUNDCOVER PLANTS SHALL BE HEAL THY, VIGOROUS ROOTEO CUTTING GROWN IN FLATS UNTIL TRANSPLANTING. .12 PRE-EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR EQUAL. .13 WEED ERADICATION SPRAY WILL BE ROUNDUP. PART 3 -EXECUTION 3.1 SITE PREPARATION AND WEED ABATEMENT: .1 GRUB AND CLEAN PLANTING ARE, REMOVING DEBRIS AND ROCK AND ERADICATING WEEDS. . 2WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK . 3.2 WEED ABATEMENT 1 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS, ROCKS AND EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF CCMMERCIAL FERTILIZER 21-0-0 PER ACRE. . 2 WATER ALL AREAS EVERY DAY FOR TWENTY-ONE (21) CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATEO. CEASE WATERING FOR THREE (3) DAYS AND SPRAY NON-A SELECTIVE HERBICIDE "ROUNDUP" TO ERADICATE GERMINATED WEEDS. TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7-10 DAYS. .3 RAKE AND HAUL OFF ALL DEAD WEEDS TO 1/2 INCH BELOW THE SURFACE OF THE SOIL. .4 IF PERENNIAL WEEDS OR GRASSES STILL EXIST, RE-WATER EVERY DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH APPEARS. RE-APPLY A NON-SELECTIVE HERBICIDE. REMOVE WEEDS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO KILL. 3.3 SOIL CONDITIONING, FERTILIZING AND ROTOTILLING: .1 FOR AREAS LESS STEEP THAN 2:1: AFTER THE AREAS HAVE BEEN DEEP-RIPPED, THE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF lWO ALTERNATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL. THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE ARCHITECT. A. SOIL CONDITIONER 5 CU. YD. PER 1,000 SQ. FT. SOIL SULFUR 10 LBS. PER 1,000 SQ. FT. IRON SULFATE 20 LBS. PER 1,000 SQ. FT. GYPSUM 250 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. FERTILIZER (COMMERCIAL): 6-20-20 SHALL BE APPLIED AT THE RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. C. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. .2 FOR AREAS 2:1 AND STEEPER: AFTER THE AREAS HAVE BEEN ERADICATED OF WEEDS AND FINISHED GRADED, THE FOLLOWING RATES OF SOIL CONDITIONING MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS. NO SCARIFYING OR ROTOTILLING SHALL BE COVERED. A. GYPSUM 250 LBS. PER 1,000 SQ FT. SOIL SULFUR 10 LBS. PER 1,000 SQ. FT. IRON SULFATE 20 LBS. PER 1,000 SQ. FT . RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. .3 DEEP WATER LEACHING: A. AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION SYSTEM AND APPLICATION OF SOIL CCNDITIONING, ALL AREAS SHALL BE DEEP WATER LEACHED ANO COMPACTED AND SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM OF SIX INCHES OF WATER. B. AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES SHALL BE TAKEN BY ARCHITECT AND SUBMITTED TO SOIL LABORATORY FOR TESTING. SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS: ECE -MAXIMUM 3.0 X 10.3 PH -MAXIMUM 7.5 A PERCENT OF ORGANIC MATTER SOIL TEST AFTER LEACHING MAY BE REQUIRED BY ARCHITECT. C. RE-APPLICATION OF SOIL AMENDMENT AND LEACHING OPERATION SHALL BE REPEATED BY CONTRACTOR IF TESTS SHOW A NEGATIVE RESULT. EXPENSE OF TEST, RE-APPLICATION OF A SOIL AMENDMENT AND LEACHING OPERATION SHALL BE BORNE BY CONTRACTOR D. DEEP WATER LEACHING SHALL BE DONE PRIOR TO THE APPLICATION OF THE COMMERCIAL FERTILIZER 6-20-20. E. NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS BEEN GIVEN BY THE ARCHITECT IN WRITING. F. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR $LUFFING OF SOILS. G. ALL DEPRESSIONS, VOIDS, EROSION SCARS, AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE. 3.4 FINISH GRADING: .1 FINISH GRADES SHALL BE AS INDICATEO ON CIVIL ENGINEER'S AND LANDSCAPE DRAWINGS. .2 FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER-COMPACTED AND SETTLED SURFACE GRADES AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEER'S DRAWING. UNLESS OTHERWISE NOTED. FINISH GRADE SHALL BE 2" BELOW ADJACENT FINISH PAVING SURFACES IN GROUNDCOVER AREAS AND 1" BELOW IN LAWN AREAS . .3 FINISH GRADES HALL BE MEASURED AT THE TOP SURFACE OF SURFACE MATERIALS. .4 MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. .5 ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING, AND ALL OTHER OPERATIONS, SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. .6 THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING AND GRADING CONDITIONING OPERATIONS. .7 FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS, AND CATCH BASINS. .8 FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. .9 PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN TWO (2) PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. 3.5 PLANTING: .1 THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTIJNES OF GROUNDCOVER TO BE PLANTED SHALL BE APPROVED ON THE SITE BY THE ARCHITECT, PRIOR TO THEIR PLANTING. ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE PLANTING MAY BE SELECTED BY THE ARCHITECT. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. .2 PLANTING TREES, SHRUBS, AND VINES: A. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE, IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. B. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, AND BEDS . C. EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT. D. PLANTS IN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING VERTICALLY ON OPPOSITE SIDES OF EACH E. THE PLANTS SHALL ISE PLANTED AT APPROVED LOCATIONS WITH THE HERETO FORE SPECIFIED CONDITIONER AND SOIL PLANTING BACKFILL. NO PLANT EXCEPT GROUNDCOVER SHALL BE PLANTED WITHIN THREE (3) FEET OF SPRINKLER HEADS. NO TREE SHALL BE PLANTED WITHIN SIX (6) FEET OF SPRINKLER HEADS. F. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON UNDISTURBED GRADE, SO THAT THE CROWNS OF THE ROOT BALLS ARE 1" ABOVE SURROUNDING FINISH GRADE. AFTER SETTING THE PLANTS, THE REMAINING BACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND SETTLES AROUND EACH ROOT BALL TO FILL ALL VOIDS. G. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH ROOT BALL. H. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE, LOCATED AS PER MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING RATES: (1) -5 GRAM TABLET PER LINER AND FLAT SIZE PLANT. (1)-21 GRAM TABLET PER 1-GALLON CONTAINER. (3)-21 GRAM TABLETS PER 5-GALLON CONTAINER. (5) -21 GRAM TABLETS PER 5-GALLON CONTAINER. (1 )-21 GRAM TABLET PER EACH 3" OF BOX SIZE. I. NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS BROKEN OR CRACKED EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION. J. ALL PLANTS SHALL BE THOROUGHLY WATERED INTO THE FULL DEPTH 01' EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING . K. ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED WITH TWO LODGE POLE STAKES, DRIVEN INTO THE GROUND ON THE SIDES OF THE TREE PERPENDICULAR TO THE PREVAILING WINDS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREES ROOTS OR ROOT BALL. TREE TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE B'S WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THE DIAMETER OF THE TREE AND BY TACKING THE BACK OF THE TIE TO THE STAKE. (SEE DETAILED DRAWINGS) . LALL TREES SPECIFIED TO BE GUYED SHALL BE GUYED AS DETAILED. M. THE STAKING AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO INSURE THE PROPER AND HEAL THY GROWTH AND SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC. N. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE Oi= THE TREES, SHRUBS, AND VINES . 0. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS OVER 3/4 INCH DIAMETER SHALL BE PAINTED WITH APPROVED TREE SEALANT. P. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED AND PLANTED WITH A CRANE. Q. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLE. .3 PLANTING GROUNDCOVERS _A. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. B. ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRAWINGS. C. THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS AND A PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE, AS PER MANUFACTURER'S SPECIFICATIONS, AND SHALL BE IMMEDIATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES. D. THE GROUNDCOVER PLANTING AREA SHALL BE HAND-SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE. E. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED. 3.6 HERBICIDE APPLICATION: PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCOVER AREAS ONLY, AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY IN LAWN OR HYDROSEED AREAS. ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION . 3.7 CLEAN-UP AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO PLANTINGS. CAN WITH NURSERY CAN OPENERS, TIN ,----------------------r--------------------1 SNIPS, OR OTHER APPROVED INSTRUM- ENTS FOR THIS PURPOSE. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREA OR FROM THE SITE DAILY. "AS BUILT" TITLE ________ _ DATE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . REVIEWED BY: Carlsbad C..a 160 -434-2152 I ENGINEERING PLANCHECKER DATE INSPECTOO DATE fsi:iEE17 CITY OF CARLSBAD SHEETS 1 "I t----t----t-----------------t-----t---t---+----t ~ PLANNING DEPARTt.ENT ~===='....:::::==========-====! DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I 11 PLANTING 5PEC.IFIC.ATION5 Village Y Calavera Hills II A -ov?'Z,----'_,ffL____ _________ Z-Z.7-Qjt ASSISTANT PLAl+IING DIRECTOR DATE D N BY: CHKD BY: RVWD BY: I WD WDG WDG PROJECT NO. SDP-01-05 DRAWING NO. 4033L AS EB BU IL T LEGEND J/'iATER METER (RECYCLED) J/'iA TER METER (POT ABLE) BACl<FLOV'i PREVENTION DEVICE CONTROLLER CONTR.OLL VALVE BALL VALVE GUICI< COUPLER VALVE MAINLINE RECYCLED J/'iATER MAINLINE (POT ABLE J/'iA TER) SLEEVE 0 O' 20' I I I I 40' Scale 1" = 20'-0" I I I I I I I I I I I / DF,/ I I I I I I I I I I I I I / :5 oc I I I I / I I I / I September 30.04 Garl5bad Ga 160 -434-2152 l !/ l I I i I I I I I I !1 i !1 I I I I I ;' #; / II / I I I l 11 i 11 l 11 I I I I I I I I I I I I I I I I I I / I I I V u / I/ / / I I 11 I I I I 1/ I I I I I I I I l !1 / II/ / I I / / I I I I I I I I I I / I I I I I i I I / 1/ I t i// I I ,J._ 1/ 0 I; . t;f rR-11 I I I / / I I I I / / / / I I / !1 I I I / I; I I; / /; I I I I I; § / /; I I/ ! I/ n, / I/ "' I I; ,/JJ ! I; '/ I; II II I I / I; ! I; / I; I I/ ! I I / I I I I I ! 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I I/ / -... / // / I I; I ' l I/ / / /; / / /; / 0 u I I I I / /; / / /; / I I; / l !; I / /; / / # /' I ~ I ,' I I I l I I ,' I I I I / I; / / I I / / / / / I I I I / /; / I I; l I I I I I I/ _!1 I I I I ENGINEER'S SIGNAllJRE REQUIRED ON PAGE 1 ONLY APPROVED APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE _________ DATE REVlfWED_ ~J,, _ / t..,f?o~ ENGINEERING PLANCHECKER DATE INSPECTOR f-----+-----+---~~------------,f-------t-------+--+----1 t:) SHEETS •zz a s;tem B-1 at match line B 10.1s_os ~ CITY QF CARLSBAD PLANNING DEPARTMENT ~~========================"==~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED "AS BUIL T5" Village Y Calavera Hills II ASSISTANT PLANNING DIRECTOR DWN BY: CHKD BY: RVWO BY: WPG WPG WPG PROJECT NO_ SDP-01-05 3-/-os- DATE DRAWING NO, 4033L \ ) J ,,•··,:;~;,~;; \ 10'-6" ATC.t-f LINE C, I - Key Map 5eptember 90.04 Carlsbad c.a 160 -434-2152 ! 5c.ale 1" = 20'-0" ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE AS ...... @ BU IL T LEGEND Y"IATER METER (RECYCLED) BAGKFLOJl'II PREVENTION DEVIGE CONTROLLER CONTROLL VALVE BALL VALVE QUIGK COUPLER VALVE MAINLINE RECYCLED Y"IATER MAINLINE (POTABLE Y"IATER) 5LEEVE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BU IL T" TITLE DATE RE~EB&d L, ----Z-~o5 INSPECTOR DATE 5 5tem B-1 at matc.h line 9 (10.15.05) r-------t--t----------1---l--~l--__j_--J ~ CITY OF CARLSBAD ~ DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL r~==::::'....:===P::::L:::A::::N::::N::::IN:::G::::D:::E:::P::::A:::RT::::M::E::N::::T===..!L!==J==U.::::; "A5 BUIL T5" Village Y Calavera Hills II APPROVED ~~----3-1-os ASSISTANT PLANNING DIRECTOR OATE DWN BY: WD CHKD BY: WDG RVWD BY: WDG PROJECT NO. SDP-01-05 DRAWING NO. 4033L ~ ~ ~ ~ \ I \ I O' AS BU IL T LEGEND \ \ \ \ \ \ \ \ \ \ \ \ \ \,::::========= \ \ \ \ \ \ \ \ 20 FT f 11~.E SU \ I \ ' ZONE Proje11t 20' 40' Sc.ale 1" = 20'-0'" Y'IATER. METER (RECYCLED) BACKFLOY'l PREVENTION DEVICE CONTROLLER. CONTR.OLL VALVE BALL VALVE GUICK COUPLER. VALVE MAINLINE RECYCLED Y'IATER. MAINLINE (POT ABLE Y'lA TER.) SLEEVE -/ ONE--/,, / / ,,..,.· ,," .. - ",,.,,~ .. ,,,~_,,,,. ,,,,,,,,,,. ,,,,,.,,,,." September 90.04 Garlsbad Ga 160 -434-2152 ✓ ,,·••·' /' ' < ,":, .,/ ; y .,,, " ~ ,j'\,\ ~ ~ ' \ ~," ' .,, ENGINEER'S SIGNAllJRE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE "=~ ~ ✓·- @< ~~"'"'""'"""'"' I Key Map APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BU I LT" TITLE ______ _ DATE REVIEWED BY: ~==-c!/4_~- INSPECTOR ~ CITY OF CARLSBAD l-----1--+---------------1---+---ll------+----I ~ PLANNING DEPARTMENT ;:===:::...=========:::'::::::::========~=== SHEETS 922 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL "AS BUIL TS" Village Y Calavera Hills II APPROVED ,,,,-1 -------"~'----/L .. ~..__ _____ 3-1-0S: ASSISTANT PLANNING DIRECTOR DA1£ DWN BY: WDG CHKD BY: WDG RVWD BY: WPG PROJECT NO. SDP-01-05 DRAWING NO. 4033L