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HomeMy WebLinkAboutDWG 335-6L; PUD 67; ISIS PHARMACEUTICALS INC; L1-L9GENERAa... NOTES RECLAIMED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCOROANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'$ "CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER 1993 2. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC. SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. 3. NO PONDING, RUN-OFF OR OVER.SPRAY IS PERMITTED. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINE$ AND f'OTABLE WATER LINES IS STfllCTL Y PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF 1HE CITY Of CARL$BAD MUNICIPAL WATER DISTRICT. 7. 9. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISIBICrs RULES AND REGULATIONS THE IRRIGATION sYSTEMS SHALL RUN BETWEEN "THE HOURS OF 10:00 P.M. AND 6:00 AM. THE FOl.LOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROt,GH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION. WHETHE~ BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. 12. 13. 14. 15. 16. 17. 18. 20. 21. ~ 22. *23. 24. * CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS. STREET, AND PRIVATE LOTS. QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICr5 RULES ANO REGULATIONS. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE PER THE Cm' OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGI.JL'. TIONS. ALL f'OTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS. THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE. FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER ANO RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST · BE MAINTAINED AT ALL TIMES. , DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST A$ DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF HEAL 1tt SERVICES PRIOR TO ANY USE OF RECLAIMED WATER. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING. A. QUICK-COUPLING VALVES SHALL BE 1 INCH NOMINAL SIZE NELSON •7645, WITH BRASS CONSTRUCTION ANO A NORMAL WORKING PRESSURE OF 150 P.S.I. OR RAINBIRD #44 NP. B, IN ORDER TO PREVENT UNAUTHORIZED USE, 'TttE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING THE VALVE. C. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK- COUPLING VALVE. IT SHALL BE PURPLE RUBBER OR VINYL D. LOCKING COVERS Hlf REQUIRED. .AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT Of HEAL TH SERVICES. COPIES Of INSPECTION REPORTS WILL BE FORWARDED TO TI-IE NON-INSPECTING PARTY. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE 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, ANO THE SPECIFIC REQUIRa.lENTS OF A RECLAIMED WATER SYSTEM. COPIES OF TI-IE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES ANO CARLSBAD MUNICIPAL WATER DISffilCT. IN CASE OF EMERGENCY CONT ACT Pol.Je S>j !',/4f!;i!:tJia, (1 ±,e,-t3G% (FlllN) . (NAME} CT~W.L OR AFTER HOURS CONTACTD,Vo SjMfS?l: @ 1< J±2f>·B~ (Fll IN) (NAME) (TELE. NO.) SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLAN. .!!1.QJE; ITEMS #8, 19 & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RE<'LAIMEO WATER. ITEM #22, THE SIGNAGE PLAN SHALL BE A PART OF THIS I.P. BU 1 TI-IE SIGNS ANO TAGS WILL BE INSTALLED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. · TYPICAL SIGNS PURPLE LOGO FUTURE RECLAIMED WATER SYSTEM (PRIVATE) FARADAY COURT BLDGS. #6012, 6015 & 6019 CARLSBAD RESEARCH CENTER SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8 112" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING, I. n. GI IIQEUNES FOR REC! AIMED WATER USE 1. 2. 3. 5. 6. 7. 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 QN.SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-Off, POOLING, ANO PONDING. THE APPLICATION RATE SHALL NOT EXCEED 'TttE INFll TRATION 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). ADJUST SPRAY HEADS TO alMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS ANO LOTS, AND STREETS ANO SIDEWALKS. MONITOR ANO 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. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT R.C. WATER IS MEANT FOR IRRIGATION PURPOSES ONLY. AND IS NOT APPROVED FOR DRINKING PURPOSES, HANO, TOOL. WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMi"LOYEES IN THE LANDSCAPING INDUSTRY. IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU. THE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES ANO 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 DIS'mlCT STANDARDS. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. B. TAGS SHALL BE WEATHERPROOF PLASTIC, 3• X 4", PURPLE IN COLOR WITH THE WORDS "WARNING REC! AIMED WAJER -PP NOT PBINIS" IMPRINTED ON ONE SIDE, AND "AYISO -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO Bl.ACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. 2 . 3. ATTACH TO VALVE STEM OIRECTLY OR WITH PLASTIC TIE-WRAP OR, ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT, 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOOIATED EQUIPMENT SHALL BE IDENTIFIED WITH A $1GN BEARING THE WORDS "SEC! AIMED WAJEB USED FOR IBBIGAJION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1• HIGH ON A PURPLE BACKGROUND. TI-IE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION Of RESPONSIBLE CHARGE: I hereby declare that I am the licensed designer of work for this project, that I have exeroised responsible charge over the design Of the projeet as defined In section 6703 Of the Busn.ss and Pmlesslons Code, and that the design iS oonsistent with current standards. I understand that the check of project drawings and speciflcalionS by the City of Car1Sl>ad and the County ol San Diego Departmen1 of Heaktl Serviees is oonlined to review only and does not mlleve me, as the licenSed designer of work, o1 my responsibilffies for project design. These plans have been prepared in substantial confonnance with the approved landscape concept plan. water conservation plan, fire protection plan. and all conditions of approval related to landscaping. by /lfnt[)j"'-D, eu Y JI!=. date OE:: 1 I 9, l'-19 3 ~: a1qz ~I P"::, e,-re-2J(o, 11'Vlt-H= 00, Phone (1{,f;)~ l4-:Z4-Reglstration I -1J2.-l4--e,q,. date B/9± INSPECTION PROCEDURES 1. CITY CON$IBIICJ]ON tfpsECTION SHA! I !NCI IIPE· A. LOCA T10N OF PIPE LINES. B. TRENCH DEPTtt. BLDG. 6012 RECLAIMED WATER IDENTIFICATION SIGNAGE C. REQUIREOSEPARATON (HORIZONTALLY ANDVERTICAI.LY). D. PIPE IDENTIFICATION. E. POINTS-OF-coNNECTlON (l'OC'S~ F. LOCATION AND ll~TICJN OF SPJIINIII..ER HEADS. G. WARNING SIGNS AT THE SITE AND ON TIE lRUNKS HAUU«; RECLAIMED WATER (F RECI.AIMEOWATER ISUSEDFOACONSlRUCTIOH). AN APPROVAL LETIER REGARDING niE INSPECTION OF TIE PROJeCT SHALL BE OBTAIIIED FROM niE CITY ANO THEDISlRICT. ANO BE RJRWAADED TO mE COUNTY HEALlll DEPI\RTMENTPRKJR TO FINAL INSPECTION APPROVAL 2. DISJBIGT FINAi !HSPfCJJQN $HAI I INCLUDE· A. COVERAGE lEST, AFTER COW'LEllON OF THE SPRINl<I..ER SYSTEM. TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING REa.AIMEDWATER . B. WARNNG SIGNS AND LABELS. c;_ OUICKCQ\JPUNG VALVES. 0. ALL ASPECTS OF niE IRRIGATION CONDITIONS INa.UOING WINDBLOWN SPRAY. RUNOFF. AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS .. F. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS. ETC. G. CROSS-CONNECTION. 3. ANNIIAl INSf>FCTION SHA! I INGIIJOf· A COMPLETE INSPECTION WHICH SHOULD COVER PART'/\'. PART '8' AND PART 'G' OF lllE DISTRICT FINAi. INSPECTION. WAf.NING RECUJl,IEOWAlcR · OONOTDRINK r WHITE BACKGROUNCl r 1" PURPLE LETTERS 36" • • --• • - BLDG. 6019 SHEET INDEX TITLE SHEET IRRIGATION PLAN IRRIGATION DETAILS PLANTING PLAN PLANTING DETAILS SPECIFICATIONS I L-1 L-2 L-3 & L-4 L-5 L-6 _ l-7,L-8 & L9 GATE VALVE ~~---,---[L<c:.z=g.l • LEGEND EXISTING POTABLE WATER SYSTEM --Re--EXISTING RECLAIMED WATER SYSTEM ---PROPOSED RECLAIMED WATER SYSTEM AREA OF RECLAIMED WATER USE NORTH SCALE 1 """50-0• VZ?77221 ~ "'- LOCATION OF CONNECTION POINTS-METER & BACKFLOW PREVENTER RECLAIMED WATER, DO NOT DRINK SIGNS ~(:¼:~ -f~~;.} . _;_·~-y-, :, ~ . ·-"? ~ v>;-:: ', " 1 ,: :} f '.. ~ ;~}~I~ -. -. . - ' .. ·-c:~ . ·, 1- '"'=~~"""."'"'11~0R0!!!!':.~BO~_ ... ~-. -. _--_:.\_ ~;~=--_}'\~~ : • ' I -~"'.'._ ,. ... ·:...::. -___ ---~7"-- --;_-:_ i _:-:-_ ~-_..:·1:';:.~------ : ~;J ~!: , . ~ .... ,..OOIS_~~-=--==---. ---~~-:"----:--~~---. . -. It ll:~l;i~]}_j·•'.~:[*\ :_ . . ·-_::,:;'}~\l~i~:~)~:: -. -_:~'- -----c:.a.,,. lltnl ,,,,, IIIHGf -_.,. -... - DATE REVIE'.IED BY, L.~ ... INSPECTOR 7j2t,/11 DATE N.T.S. l APPROVED .:JN.W +kM,,,,..& ~ CITY OF CARLSBAD I SH9EETS I i-----+---+----------------+---t---;----t----1 L!::.!J PLANNING DEPI\RTMENT l---+---+--------------;---7--r----r-• l,V,SO-AC,I.J ~ 11,!PtJAA NOTOMAA .__.__ ________ __. 18" X 18" SIZE .016 ~UMINUM, .000 ABS PI.ASTIC . OR STICK-ON VINY'i. SIGNS. . WARNING RfCLAIMEO WATER DO NOT DRINK RECLAIMED WATER AV!SO-AGUA IMPURA NOTOMAR -. .,; N . -.., :!. '------------\-----'r---------'-.r- (SlZE) 12' X36" .060 ABS PI.ASTIC OR STICK-ON Vll,Yl SGN$ ALSO •. 016 AI-UMINUM 1 • PURPLE LETTERS 2" PURPLE LETTERS REVISIONS MUST BE APPROVED BY PUBLIC HEAL ni ENGINEER. CITY ENGINEER & DISTRICT ENGINEER PRIOR TO lMl'UcMENTATION JN>•JELD . ENGINEERING PLANCHECKER CARLSBAD MUNl<.;IPAL WATER DISTRlv T & &k ll/11(13 OOB COATES, DISTRICT ENGINEER DATE R.C.E. 19928 SAN DIE I EAl,,.IH__l:f P:ARTMENT -<\-.. ,-;(_ ~-ll-c;._,-9· APPROVED BY DATE DA TE INllll\l. ENGINEER OF WORK REVISION DESCRIPTION DATE 1Nli11\l. DATE INllll\l. a:ncR APPll:OVAL CITY APl'RO\/Al PRIVATE (ON-SITE) RECLAIMED WATER S'\'STEM ~OR: FARADAY COURT F DWN BY:-~-CHKD BY: __ _ RVIJD BY, PROJECT NO. PU067 I DRAWING NO. . 335-GL POINT OF CONNECTION• EXISTING 11/2" INTERIM! DOMESTIC WATER METER. CONTRACTOR TO INSTALL NEW 11/2'" REDUCED PRESSURE BACKFLOW PREVENTl.,h i.ND PRESSURE REDUCING VALVE. MIN. STATIC PRESSURE (FIELD VERIFY) HGL (BASE OF TANK) METER ELEVATION SYSTEM DESIGN Pt.:<>~URE PEAK IRRIGATION Dt .. :.•,,., 110 PSl 550' 308' 65PSI 30GPM'S APPROXIMATE AREA SERVED BY WATER METER IS ESTIMATED AT 51 AGRE$ l I ' ' 1B - 10 , \ BLDG. 18 \ 6 0 1 2 ~28 \ _\ ' 11/11_• H ...,.,.._,,--._, 'FROM SIDEWALK 3' FROM SIDEWALK ZONE ONE ------1 NOTE: RECLAIMED WATER NOT YET AVAILABLE TO SITE I I - I I SEE SHEET L-3 FOR DETAILS SEE SHEET L-4 FOR LEGEND AND DE I AILS SEE SHEET L-7 & L-8 FOR SPECIFICATIONS ZONE TWO I " • D-8· 'h" a r W_' 11 " 11 ~ D I I G I" I I I 11 I' I I I" y,t "-------ZONE THREE-~ 17 ' 9 BLDG. ZONElWO 6019 "' 0 €1 0 0 IM._" '-t' 'h.• BLDG • H 30 6015 I' 10 1/1." 11 f ...___,L---IIL..;:; H /17lv 'M !NL! E ZONE1WO -I STREETSURFACE--- POTABLE MAINLINE (SEE IMPROVEMENT DRAWINGS) 3.5FEET • 12" MINIMUM REQUIRED VERT/CLE SEPARATION RECLAIMED WATER IRRIGATION MAINLINE NOTE: ALL RECLAIM~DWATER IRRIGATION PIPE! AND SLEEVES SHALL BE PURPLE AND LABELE:Q AS SPECIFIED IN, ~srANDARD SPECIF/CAT/Cf,/$ FOR PRIVATF IRRIGATION SYS,EMS" "'CARLSBAD RECLAMATICN RUlESAND REGULATIONS FOR CC/1/STRUC'TION OF RECLAIMED WATER MAINS" JUNE 1991 POTABLE MAINLINE CROSSING • PRESSURE LOSS CALCULATION SYSTEM 'Ml (30 GPM'S) HEAOREO. METER ELEVATION (+I·) BACKFLOW PREVENTER MAINLINE VALVE LATERAL LINE MISC FR!CJXli I QSS '10D/-il MIN. STATIC PSI REQUIRED 20.0 PSI 1.6 PSI 0.0PSI 10.0 PSI 3.6 PSI 3.5 PSI 1.5 PSI 40PSI 44.4 PSI PRESSURE REDUCING VALVE SET TO 65 PSI --SIDEWALK --METER BOXWIMETER .l.ful-WJRES ONLY CURB-- . -...:,,·:11 I I l I ! • I I I I • I ¾" !lt,ttt1r-c:I,,.,......--' . . I ~'-la:1 •t=~~· =-- I I I I I I ~ !ii" COIITROLLER 'A' (GRISWOLD IOC-16 (16] STATION WALL MOUNT CONTROLLER IN PACIFIC TECHNICAL SERVICES ENCLOSURE (CA-13-16/ARA) CONTACT DARYL GREEN@ (714) 637-4737 . HOOKUP OF 120 VAC POWER PROVIDED BY ELECTRICAL CONTRACTOR. EXACT LOCATION OF CONTROLLER TO BE COORDINATED BY GENERAL CONTRACTOR. ·- A. . 01\TE 1~1111\L ENGINEER OF' WORK REVISION DESCRIPTION RECLAIMED WATFR..JRR1GJmON MAINUNE WISLEEVi. NOTE: VERTta.E CLEAMNCE OF 1:Z-MINIMUM IS MANDATOFrf WNEN CROS9VG PATH OF A POTABLE WAreff UNE. /NSTAL1.AT10N OF RECI..All,IED WATER IRRIGArr:::N MAIM.INE 2◄• FROM FACE OF SIDEWALK Will PROVIDE THE NECE§SMY ur HORIZONTAL CLEARANCE' FROM POTABI..E JIAJM.INE IN THE!' STRt!'ET. -... POTABLESER.VJG£ tdNE DROSS/NG -0 10 20 40 SCALE 1 "=20'-0" ..., ,',. m Diop.WPM -.... .,. - APPROVED FOR H ~s Bu~ T' ah~~~ 7(1.fl/:,Jr PLANTING AND IRRIGATION ONLY, TITLE 1.-Avw,5,:;,,.k ,.~ • DATE INCLUDING PRECISE REVIE\o/ED BY, LOCATION OF L, 13£a.c,1__ -, b-(,:, /._ 'f f PLANTING AREAS INSPECT□R I ii'ATE [IT] CITY OF CARLSBAD I SH~EIS I 2 PLANNINu DEPARTMENT FARADAY COURT IRRIGATION PLAN APP.R~~ I I I -I;~./~~ /:J. ;.f. 73 ASSISTANPL~NNIGDIRECTOR OATE OWN BY: I I DRAWING NO. DAlE PROJECT NO. 11<1111\L OAlE INllll\L CHKD BY: DTl£R N>l'f!OVAI. Cl'TY N'PROVI\L RV\o/D BY• PUD67 335-6L C.MW.D 93-310 ~ 0--i l.---'---------,0 . . 5 E NOTE: Install valve box so that top of cover is 2" above finish grade in ground cover areas and 1/2" in turf areas. (0 ® ® © ® ® FINISH GRADE SCH 80 PVC UNION PLASTIC VALVE BOX, with locking cover branded "GV" (PURPLE COVER) BALL VALVE PVC MAIN LINE PVC MALE ADAPTOR (2-required) (j) ONE CUBIC FOOT 3/4" CRUSHED ROCK ® BALL VALVE G) CONTROL VALVE @ FINISH GRADE @) PLASTIC VALVE BOX with locking cover mark"RCV" and sequence number branded on cover. (PURPLE COVER) @) COMMON WIRE @) "SNAP-TITE" electrical connectors. @ PVC MALE ADAPTOR (2-required) <!) PVC Sch. 80 NIPPLE @) PVC ELL ® PVC NIPPLE (10) ONE CUBIC FOOT 3/4" CRUSHED ROCK -<0 PVC MAIN LINE .-._ @ PVC TEE @ COMMON & CONTROL WIRES. @ 24" MIN. EXPANSION LOOP ® REMOTE CONTROL VALVE 5 G) FINISH GRADE @ VALVE BOXW/LOCKING 0 SCH 40 MALE ADAPTER COVER (PURPLE) G) PVC MAIN LINE . @ SCH 80 PVC NIPPLE (£) SCH 80 PVC UNION ® PRESSURE REDUCING VALVE ASSEMBLY @) ONE CUBIC FOOT 3/4" CRUSHED ROCK ®PRESSURE REDUCING VALVE . NOTE; INSTALL BACKFLOW PREVENTER 2' MAX. BEHIND WATER METER. REFER TO CMWD Sm. DWG. #W20 FOR ADDITIONAL INSTALLATION REQUIREMENTS . I ~ FINISH GRADE BRASS PIPE AND FITTINGS BAILEY line size 'Y' strainer with 100 mesh min. monel screen. BACKFLOW PREVENTER ASSEMBLY Use ball valves in lieu of gate valves for 2" & smaller assemblies BRASS UNION CONCRETE STABILIZER BRASS ELLS PVC MAIN TO SYSTEM 1/2" DIA STL. SUPPORT ROD BOLTED TO 1/4" STL. PLATE TO BE INSTALLED FOR 3" BACKFLOW UNITS AND LARGER (§} 8" X12" CONCRETE FOOTING. ® R.P. BACKFLOW PREVENTER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "' t zm ...,. ...,._ t rnr ~°'" ~_,.,. 1'N~ -----,,._,, CD FINISH GRADE ,,;\ POP UP SPRAY HEAD WITH ~ SIDE INLET ® P.V.C. Sch. 80 RISER 0 P.V.C. ELL ® P.V.C. STREET ELL ® P.V.C. Sch. 80 NIPPLE (TWO REO.l {[) P.V.C. TEE or ELL IN LATERAL r,:\ LAWN / SHRUB POPUP HEAD 0~~~--- 0 B - NOTE: All wiring to be installed as per local code. Provide commercial padlock and two (2) keys to owner. IB VANDAL RESISTANT ENCLOSURE ~ MASlER VALVE OR PUMP START RELAY WALL MOUNT CONTROU.ER ASSEMBLY 0 RADIO REMOTE ACCESS ASSEMBLY 0 FINISH GRADE @ POWER SWITCH RECEPTACLE (:) CONCRETE BASE @ 24 V TERMINAL BOARD Wf CIRCUIT BREAKER ~ 3" DIA. CONDUIT FOR CONTROL WIRES. ® 1/2" x 6" GALV. ANCHOR BOLTS (4) MIN. G 120 V.A.C. CONDUIT ® GROUNDING ROO PER PACIFIC TECHNICAL 0 ALUMINUM MTFG. PANEL · SERVICES SPECIFICATIONS (800) 427-0779 ® CONTROLLER W/ ENCLOSURE "AS BUIL T 11 TITLE DATE REVIEVED BY, DATE INITIAL REVISION DESCRIPTION INSPECTOR DATE ENGINEER OF WORK G) EXISTING BLDG. OR HEADER ® SHRUB SPRAY HEAD ® PVC Sch. 80 RISER ~ FINISH GRADE ® ·ADV IN RISER ® P.V.C. STREET EU (TWO REO.) (f) PVC Sch. BO NIPPLE (TWO REO.) fa\ P.V.C. TEE or V ELL IN LATERAL 12" C: E fo = r--0 NOTE: Install heads 12" aoove Qrade in the interior of planting beds. Install heads 6" above grade next to bldgs. ~ .... ~ A ~~~--0 SHRUB SPRAY ON RISER /..._",",,/ .... . ,, , , "' . ,, ,. .. ·' ' 1-------10 0 12" SHRUB POP-UP -----------,0 @) FINISH GRADE ® p_v_c_ STREET EU. 0 PVC TEE TO LATERAL LINE © THICK-WALlED POLY PIPE © 112" IPS INSERT ELL TWO REQUIRED ® 12" POP-UP SPRINKLER 8-~--~- --""'' ~ 3 CITY OF CARLSBAD I SH9TS I PLANNING DEPARTME~T FARADAY COURT IRRIGATION DETAILS _ APPR~~ ,{ /it• 1 /J /?-?-i-13 ASSISi ANJ' PLANNir-Jr. DIRECTOR DATE DWN BY: I l PROJECT NO. DRAWING NO. DATE INlllAL O,,_TE INlllAL CHKO BY: PUD67 335-6L OTH(R APPROVAL CITY APPROVAL RVIJD BY, C.M.W.D. 93-310 ,__ __ 11\ 1" IN LAWN ARE~S V 3" IN PLANT BEDS G) FINISH GRADE NOTE. 1. WHENLOCATcDADJACENTTOTENNIS COURT,,_ COORDINATE 18" SQ. FRAMED HAND HOLE IN FENi.;E Wrn-t FENCING CONTRACTOR, FOR MAINTENANCE USE. 2. IN PAVEO AREAS USE "CHRISTY" G5 TRAFFIC VALVE BOX & G5C LIO. MOUNT FLUSH WITHADJACENT PAVING. 0 BRASS NIPPLE -s• LONG G) ROUND PLASTIC VALVE BOX & COVEi\!) 314• WASHED CRUSHED AGGREGATE BRANDED WI "QC" (PURPLE) BASE © STRUCTURE OR HARDSCAPING © BRASS 90° ELL [TWO REO.) 0 ® 0 QUICK COUPLING VALVE BRASS 90 STREET ELL (TWO REQ.) CD BRASS NIPPLE ® PRESSUSE SUPPLY LINE FITTING 0 CONCRETE STABILIZER ® PRESSUSE SUPPLY LINE 0-Q_U_IC_K_C_O_U_P_L_IN_G~VA_L_V_E __ _ . .6 a: a: E w IU • ...J CJ N ...J ~ ,:( cc :::!l ,:( ...J (/) ail ail • • (') ~ z ~ N ::i; • .6 '<t (\I E • o:> ~ CD FINISH GRADE @ LATERAL LINE ® MAIN LINE © CONTROL WIRE ® CLEAN BACKFILL NOTE: 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES. 2. BUNDLE & TAPE WIRING AT 10' INTERVALS. 3. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE OF DIRECTION GREATER THAN 30 ~ ATTACH ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE. 4. SEE IRRIGATION SPECIFICATIONS F0:1 BACKFILL AND COMPACTION REQUIREMENTS. r-;'\ TRENCHING 0!---------~~~~~ \SPECIFIC IRRIGATION NOTES ALL MAIN LINE PIPING ANO CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE THE DIAMETER OF THE PIPE TO BE SLEEVED OR AS INDICATED ON THE DRAWINGS. CONTRQ WIRE SLEEVES SHALL BE OF SUFRCENT SIZE FOR TI-IE REQUIRED NUMBER OF WIRES UNDER PAVING. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHAlL BE INSTALLED PRIOR TO PAVING. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT TI-IE SAID TIME OF REJECTION. FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE. 120 V.A.C. ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECllON FROM THE B..ECTRICAL SCURCE TO THE CONTROLLER. ALL SPRINKLER HEADS SHALL BE PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS ANO VALVES FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ONTO WALKS, STRE'ETS, WALLS, ETC. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FORDESIGNCLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION ANO INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WAU..S, UNDER ROADWAYS ANO PAVING, ETC. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT 1$ OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE El'-l?ilNEERING. SUCH 08.STRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR Ar-N REVISIONS NECESSARY. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTAUED AS PER MANUFACTURER'S RECOMMENDATIONS ANO SPECIFICATIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. ALL IRRIGATION SHALL CONFORM TO CARLSBAD MUNICIPAL WATER DISTRICT, RECLAIMED WATER SPECIFICATIONS FOR PRIVATI: SYSTEMS. IF CONAJCTS OCCUR WITH SPECIFICATIONS ON SHEET L·7, CMWD SPECIFICATIONS SHALL PREVAIL. ADV (ANTI-DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTALLATION ONLY ANO MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ON-SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24" OR MORE BElWEEN THE HIGHEST HEAD AND THE LOWEST HEAD ON A SYSTEM, THE ADV'S SHAU. BE INSTALLED PER THE DETAIL CONTRACTOR TO VERIFY ALL CONDITIONS ANO DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT WITH ANY WORK UNDER THIS CONTRACT. THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY THE OWNER. INSTALL ALL EQUIPMENT AND MATERIALS AS SHOWN ON THE DRAWINGS ANO PER THE SPECIFICATIONS . PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT AND COORDINATE ALL INSPECTIONS. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING ANO WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE ANO THEFT ANO REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRmNG BY THE OWNER. THIS SYSTEM DESIGN IS BASED ON THE REGULATED OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF COINECTION. THE CONTRACTOR SHALL PROVIDE AND KEEP UP -TO-DATE A COMPLETE "AS- BUILT" RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. BEFORE THE TIME OF Tl-IE FINAL INSPECTION, THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE "AS-BUILT" SET TO A REPRODUCIBLE MYLAR PROCURED FROM THE LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT AND LEGIBLE CONFORMING TO CMWD STANDARDS THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK. ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 125 PSI FOR 4 HOURS AND SHALL BE PROVEN WATER TIGHT. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK CONTRACTORS SHALL SUPPLY (4) QUICK-COUPLER KEYS ANO HOSE ELLS, (4) CONTROU.ER KEYS AND (2) SETS OF SPECIAL TOO.S (IF REQUIRED) TO THE OWNER. ALL MATERIALS AND EQUIPMENT SHALL CONFORM TO APPLICABLE STATE OF CALIFORNIA AND LOCAL CODES. SPECIAL RECLAIMED WATER NOTES FOR CARLSBAD MUNICIPAL WATER DISTRICT A. The installation of the irrigation water system conforming to the regulations for the const:i,uction of irrigation water systems within the "CMWD" (Carlsbad MUnicipal Water District} and the accompanying plans and specifications. B. All private constant pressure reclaimed and potable water mainline piping installed on this project shall be identified in accordance with the "CMWD•s• Regulations and the Irrigation Specifications (warning tapes also required). C. Constant pressure reclaimed water piping shall be "alertline" · violet colored PVC as manufactu:iced by Brownline, Inc. or approved equal. D. Marking on the violet colored PVC pipe shall included the following: Alertline, 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- E. Warning tapes shall be used on all constant pressure main line piping carrying potable water and reclaimed water. F. Warning tapes shall be a minimum J inches wide and shall run continuously for the entire length of all constant pressure mainline piping. The tape shall be attached to the top of the pipe with plastic tape banded.around the warning tape and the pipe every 5 feet on center_ A second tape shall be installed continually over entire length of pipe 12 inches above the water line, G. The Carlsbad-Municipal Water District shall be notified seven days prior to the start of construction at (619) 438-3367. H. As-built drawings of the sprinkler system must be submitted and approved· by the District Engineer prior to final a=eptance of this project-Failure to provide the drawings may result in the forfeiture of the contractors•s standard retention fees. I. All pressure main line piping from the reclaimed water system shall be installed to maintain 10 feet minimum horizontal separation from all potable water piping. Where reclaimed and potable water pressure main line piping cross, the reclaimed water piping shall be installed below the potable water piping in a Class 200 "Alertline" purple colored PVC sleeve which extends a minimum of 10 feet on either side of the potable water piping and provide a minimwn vertical clearance of 12 inches. Conventional (white} PVC pipe may be used t"or sleeving material if it is taped with 3 inch wide red warning tape whieh reads "CAUTION RECLAIMED WATER"- J. All reclaimed water sprinkler control valves shall be tagged with identification tags. K, 1. Tags shall be weatherproof plastic, 3" x 4•, purple in color with the words, "WARNING RECLAIMED WATER -po NOT DRINK" imprinted on one side, and "AVISO IMPURA -NO XQMAR" on the other side. Imprinting shall be permanent and black in color. Ose. tags as manufactured by T. Christy Enterprises, 1207 Nest struck Avenue, Suite "E", Orange, CA. 92667 (714) 771-4142. 2. One tag shall be attached to each valve as follows: 1. Attach to valve stem directly or with plastic tiP- wrap 2i;: 2-Attach to solenoid wire directly or with ! lastic tie-wrap Qi;: . 3. Attach to valve cover with existing ·,alve cover bolt • Adjust spray heads to eliminate overspray onto areas not under the control to the customer. For example, pool decks, private patios, streets and sidewalks • L. Refer to the irrigation specifications for a detailed description of all irrigation system site observation requirements. Failure to call for the required site observations may result in forfeiture of the contractor's standard retention fees. M. Failure to comply with any or all of the above guidelines puts your system in violation of the District's Rules and Regulations and will result in termination of service until the appropriate corrective steps have been taken. DATE 1,.ITIAL IRRIGATION LEGEND SYMBOL MANFCTR, MODEL Ng DESCRIPTION es, aeM aau llEI. V RAINBIRD PA-8S-8H-FL T $PRAY HEAD ON RISeR 20 .65 8' A ® RAINBIRD PA-8S-8F-FlT l'O 1.30 8' A \7 RAINBlRD PA-8S-120 20 .53 1 O' A v RAINBIRD PA-8S-12H 20 1.05 1 0' A 3 RAINBIRD PA-8S-16-Q-SLA $THEAM SPRAY ON RISER 20 .65 14' A $ RAINBIRD PA-8S· 16·H-SLA I 20 1.30 14' A @ RAINBIRD PA•BS-16-F-SLA 20 2.SO 14' A 9 RAINBIRD 1812-NPC-80-FLT 12" POPUP SHRUB SPRAY 20 ,33 8' B .., RAINBIRD 1812-NPC-BH-FLT 20 .65 8' B ¢ RAINBIRD 1812-NPC-120 20 .53 1 o· B I .., RAINBIRD 1812-NPC-12T 20 . 75 1 o· B ' .., RAINBIRD 1812-NPC-12H 20 1.05 1 O' B $ RAINBIRD 1812•NPC-160-SLA 12" POPUP STilEAM SPRAY 20 .65 14' A $ RAINBIRD 1812-NPC-16H-SLA I 20 1 .30 14' A 0 RAINBIRO PA•8S-16F-SLA-PCS-C90 STREAM BUBBLER WIPCS 20 .90 4' A (I) RAINBIRD 1806-SF-PCS-090 POPUP BUBBLER W/ PCS 20 .90 2' C C RAINBIRD PA-8S-16H-SLA-PCS-040 $THEAM SPRAY WI PCS 20 .40 3• A • RAINBIRD 1806-NPC· 160-PCS-030 POPUP STAM SPAY W/PCS 20 .30 5• C • RAINBIRD 1806-NPC-16H-PCS-040 I 20 .40 3' C a:, RAINBIRD 1806-NPC-8100-LA TURF POP-UP 20 .33 8' C Cl RAINBIRD 1806•NPC-81 OH-LA 20 .65 8' C d, RAINBIRD 1806-NPC-B12Q 20 .53 1 0' C ' RAINBIRO 1806-NPC-B12T 20 . 75 1 0' C ,sz, 6 RAINBIRD 1806-NPC-812H 20 1.05 1 o· C !ID GRISWOLD IOC-16 (16)STATION WALL MOUNT CONTROLLER IN PACIFIC TECHNICAL SERVICES 0 ENCLOSURE, MODEL# CA-13-16/RRA, (800) 427-0779 ® WILKENS 1112"-600 SERIES PRESSURE REDUCING VALVE. SET TO 45 PSI E @ FE9.'.X) 11/2"-825Y REDUCED PRESSURE BACKFLOW PREVENTION DEVICE. F .... KITZ '600 AKTH LINE SIZE BALL VALVE G s RAINBIRD "PES" SERIES ELECTAIC REMOTE CONTROL VALVES. SIZE N01E) CJoj Pl.AN H --RAINBIRD #44NP QUICK COUPLING VALVE W/ MATCHING HOSE Ell. [ffi WATERMETm 1 112" INTERIM DOMESTIC WATER METER N.I.C. SEE CML ENGINEER ORWGS.. BROWNUNE 'ALERTUNF LATERAL LINE: SCH 40 PVC PIPE FOR 1/2" SIZE, CLASS 200 PVC J PIPE FOR 314• & LARGER. SIZE AS NOTED. 12" MIN. COVER. --BROWNIJNE 'ALERTUNE' MAINLINE: SCH.40 PVC PIPE FOR 1112" & SMALLFR, CLASS 315 J PVC PIPE FOR 2" & LARGER. 18" MIN. COVER. (24" COVER AT PAVING). ---~ N'PFVv'ED 4• SCH 40 P\IC PIPE SLEEVE. 24" MIN. COVER. EXTEND 12" PAST PAVING EDGE. ---- ---BROWNUNE 2" MIN. SCH 40 PVC WIRE SLEEVE. INSTALL 24" BELOW FINISHED GRADE, r----CCNTIU.lERSEO.BCE / ~??-GALLONSPERMINUTE ----VALVESIZE L&E l"2 W ---rM 0.-AM-~..,. 7'Uw.,.a, ---..._ ,.,...,,. APPROVED FOR II AS BUIL T 11 PLANTING AND IRRIGATION ONLY, TITLE DATE INCLUDING PRECISE REVJE\./ED BY• LOCATION OF PLANTING AREAS INSPECTOR DA.TE ~ CITY OF CARLSBAD ( SH9TS I 4 PLANNING DEPARTt•~•H FARADAY COURT IRRIGATION DETAILS & LEGEND APPROVE3'pJiµi ,7 ()) ,,, ;':· j p.;ii-93 ' ASSISTANT PLANNING D!RECTDR DA"TE DWN BY: PROJECT NO. DATE IHlllAL O"TE INITIAL I I ORAVt'ING NO. CHKD BY: PUD67 REVISION DESCRIPTION RV\./D BY• 335-SL E,.()INffR Of" WORK CTH[R APPROVAL CITY APPROVAL C.M.W.D. 93-310 LUNCH AREA (TYPICAL) 5X5" NATURAL COLOR CONCRETE PADS 3 112" THK, 2,000 PSI. MEDIUM BROOM FINISH. PROVIDE 1% FALL TO DRAINAGE DEVICE (SEE CIVIL DRWGS.). SEPARATE PADS 12" ANO Fill WITH 2" MINIMUM LAYER OF COMPACTED DECOMPOSED GRANITE. OUTSIDE EDGE OF PADS SHALL RECEIVE 1/4" THK • 4" WIDE STEEL EDGING CONTINUOUS, SECURED WITH 15" LONG TAPERED ST!::El STAKES@ 2'6" 0.C. BY RYERSON CO. (213) 268-7100 OR APPROVED EQUAL. STEEL SHALL BE FACTORY PAINTED BLACK. 43-PIT VAR 2-PODGRA 24"BOX 28-AGA AFR l GAL 46-AGA AFR I GAL -5 GAL TRAJAS l GAL@ IS" O.C. 51-AGA AFR .___ 5 GAL 7-PIN CAN 24" BOX 2-BRA ACE 24" BOX 42-PIT WHE .5GAL 7: AOAAFR. 33-AGA AFR l GAL TRA JAS I GAL@ 18" O.C. BLDG. 6012 26-AOAAFR I H 27-PIT WHE 5 GAL H I HYPCAL 1 GAL@ 24" O.C. ~ ZONE THREE --1i - +----ZONE TWO 88-AGA TRAJAS l GAL@ 18" 0.C. l GAL WABASH VALLEY (QTY 6) #C630H: J 6' PICNIC TABLE (800) 669-2585 (PLASTISOL-GREEN / FRAME-VANILLA) WABASH VALLEY (OTY-3) #LRD32 W/ #DL T32 TRASH RECEPTACLE W/ DOME TOP (300) 669-2585 (PLASTISOL-GREEN I DOME-VANILLA) BLDG. TRA JAS 1 GAL@ 18" O.C. 6019 ·22-PITWHE 35-AGA AFR I GAL RDWO HEAOERBOARD SEE DETAIL·□·, SHEET L-5 CARMAC 1 GAL@ 24" o_c_ 24" SQ_ PRECAST NAT COLOR CONCRETE STEPPING STONES. EXPOSED AGG FINISH. SET OVER 1" SAND SETTING BED. SPACE AS SHOWN. I H-PINC 24"BOX fJ7-PIT VAR 5 GAL 22-LIG 1EX 5 GAL TRAJAS 1 GAL@ 18" o.c.--~ 5-PIN CAN 24"BOX 21-PIT VAR 27-PIT WHE 5 GAL 37° UG TEX 50 L -37-PIT WHE 5GAL 17-UG 1EX ·5 GAL 5 GAL 15-LIGTEX 5GAL lb 1 BRAACE 24" BOX ZONE ONE 3-FIC RUB - I 113-RHA CLA 5 GAL 9-POD GRA 24" BOX ~ I \ \ ~ TRAJAS I GAL@ IS" O,C. ' Z◊NE TWO -----1 ,. ,.._ .,,. SEE SHEET L-6 FOR DETAILS, LEGEND & SPECIFIC NOTES · SEE SHEET L-9 FOR SPECIFICATIONS 19-AGA AFR l GAL I 5-ERY lillM ')0" BOX 36" BOX STD. -----= . -. . - .. -, / .. H H HOVEL CUT (THIS PLANTER ONLY) . ANNUAL COLOR 4" POTS@ 12" 0~_,...-, SODDEDTIJRF I H 1-,RHA CLA 5 GAL 2-PODGRA 24" BOX 6015 26-AGA AFR l GAL 14-PIT VAR 5 GAL 37-AGA AFR l GAL TRA JAS 1 GAL@ IS" O.C. 38-PIT WHE 5 GAL 21-PITVAR 5 GAL ~--ZONE TWO ____ __,_ ,-- I . 6-RHACLA 5 GAL , A DATE INITI"1- l'J<QNEER Df WORK 4-PODGRA 24"BOX 5--BAC CEN l GAL REVISION DESCRIPTION 0 10 20 40 SCALE 1 "=20'-0" UC.-· APPROVED FOR HAS BUILT' PLANTING AND IRRIGATION ONLY, TITLE DATE INCLUDING PRECISE REYIE\IED BY• LOCATION OF PLANTING AREAS u:'WECT□R DATE [5w CITY OF CARLSBAD I SHiis I 5 PLANNING DEPARTMENT - FARADAY COURT PLANTING PLAN APPRO~n{ W~-1;,,.-7f-2J.. ASSIST KNT PLANNING JiIRECTIJR DATE OWN BY: I PROJECT ND. I DRAWING NO. DA1£ IN111Al DA1£ INlllAL CHKD BY: □TIO N'PRIIVAL CITYM'f'ROVAL RY\ID BY• PUD67 335--6L C.M.W.D. 93-310 24" 30·36" 42"& LARGER INSTALL GUYS HAND TAUT TO PREVENT DEFORMATION OF LIMBS CD ® NEW, 1/2" DIA. WHITE COLORED RUBBER HOSE OVER WIRE AT POINT OF CONTACT (3) 1/8" 7x7 GALV. WIRE GUYS SPACED - EOUALL Y AROUND TREE COVER WITH 5' LONG, 1/2" DIA. WHITE COLORED RUBBER HOSE BACKFILL MIX COMPACTED BACKFILL MIX NOTE: USE AS NEEDED ON SLOPES & NON TRAFFIC AREAS PLANT TABLETS APPROVED GALV. U-BOLTCABLE CLAMP (TYP.) V.I.T. "RAPID TYPE ANCHOR". INSTALLATION PER MFG. GUIDELINES ®t--T_R_E_E_G_U_Y_I_NG _____ _ -- -' - C) TURF PLANTING 0 2x4" REDWOOD HEADER. (CONSTR. GRADE). 0 PLANTING/ GROUNDCOVER BED -0 FINISH GRADE 0 16d GALVANIZED NAIL 0 COMPACTED GRADE 0 2x4x18" REDWOOD STAKES@ 8' O.C. NAIL TO STAKE ®1-----R_E_D_W_O_O_D_H_E_A_D_E_R_B_~-,:-.. R_ 1 .~_ 011 _ C) ® ® r--,:4-C --Q) 2XDIAMETER 1 OR 5 GALLON SHRUB 2" LA YER OF MULCH WATER BASIN . ---t2 ,_ _ _. 3 AMENDED SOIL FOR PLANTING (SEE PLANTING SPECIFICATIONS) PLANT PIT EXCAVATION SOIL MANTLE PLANT TABLETS PER SPECIFICATIONS. 0-S_H_R_U_B---,--P_L_A_N_T_IN_G __ _ TREE TIE: . a: 9....1 ioU CINCH TIE BY V.1.T. PRODUCTS TWO PLACES 10' LODGE POLE STAKES (2) STAKE SHALL CLR. ROOT BALL BY 2" MIN. TOPDRESSING W/ 4• BERM --WIND ,c DIRECTION 2X ROOTBALL WIDTH 0 'DEEP ROOT UB24-2 BARRIER @) #4GRAVEL ® BACKFILL MIX PER NOTES (j) SOIL MANTLE CT) PLANT TABLETS PER SPECIFICATIONS ® TREE STAKING W/ ROOT BARRIER LEGEND SYMBOL BOTANICAL NAME COMMON NA11E QTY Trees BRAACE BRACH'l'CHITCJ, POPULNEUS eomETREE 13 ERYH..M ERYTHRlNA HUMEANA NATAL CORAL 5 FlCRUB FICUS RUBIGNOSA RUSTYLEAF F1G 3 P1NCAN PN.JSCN-lARJENSIS CANARY ISLAND PINE 23 PODGRA PODOCARPUSGRACIUOR Fef,IPl,E 17 Shrubs AGAAFR AGAPANTI-IUS AFRICANUS 'PETER PAN' DWARF UL Y OF TliE NILE 521 PITVAR PITTOSPORUM TOBIRA 'VARIEGATED' JAPANESE VARIEGAlED PfTTOSPOFlUM 166 PITWHE PflTOSPORl..t.1 TOBIRA WHEELERlr WHEEI..ER'$ OWAAF PliTCS"ORlM 193 -RHACLA RHAPIOLEPIS INDICA 'Cl.AAA' RHAPICll£PtSCLARA 131 Groundcover BACCEN BACCHARlS PIWLARIS 'CENTENNIAL' r::tNARF COYOTE BUSH 45 CAR MAC CARISSA M 'GREEN CARPET' GREEN CARPET NATAL PLUM 590 TRAJAS IBACHB.OSPERM.JM JASMINOIDES STAR JASMINE 877 ANNUAL COLOR TO BE SEI...ECTED 660 11.ff AGRONO-TEC WATERSAVER II' DWARF TALL FESCUE 2 ?50 S.F. SPECIFIC NOTES: 1. THE LANDSCAPE CONTRACTOR SHALL REVIEW ALL EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID AND PRIOR TO STARTING CONSTRUCTION. IF ANY DISCREPANCIES EXIST THEY SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR GENERAL CONTRACTOR IMMEDIATELY. 2. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL OF WEEDS ANO GRASSES DURING THE 90 DAY MAINTENANCE PERIOD. 3. GROUNDCOVER SHALL EXTEND UNDER ALL PLANTING WHERE INDICATED. 4. ALL SHRUB AREAS LESS THAN 3:1 SLOPE SHALL RECEIVE A 3" LAYER OF SHREDDED BARK (GORILLA HAIR) TOP DRESSING AFTER PLANTING, AVAILABLE @ARTESIA SAWDUST PRODUCTS INC. (213) 538-3850 OR EQUAL SAMPLE OF PRODUCT SUBJECT TO INSPECTION AND APPROVAL BY LANDSCAPE ARCHITECT Sl2E 24" BOX 36" BOX 36" BOX 24• irox 24" BOX 1 GAL 5GAL 1 GAL 5GAL 1 GAL 1 GAL 1 GAL. 4"POTS SODDED OR SUPERINTENDENT PRIOR TO INSTALLATION. CITY INSPECTOR TO BE THEN NOTIFIED. 5. PLANT COUNTS ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. CONTRACTOR SHALL VERIFY ALL PLANT COUNTS PER PLANS. 6. BACKFILL MIX: General purpose specification. Contractor shall conduct a flnal horticultural Solis analysls through a qualified agrlcultural laboratory. Submit results to Landscape Architect for review and potential modification 01 backfill mix and soil preparation specification. City to approve recommendations prior to mixing ol amendments. 7. THE AMENDED SURFACE SOIL CAN BE USED FOR BACKFILL AROUND TREE AND SHRUBS AND IF ADDITIONAL QUANTITIES ARE REQUIRED, THE FOLLOWING FORMULA SHALL BE USED: • 4 PARTS BY VOLUME ON-SITE SOIL • 1 PARTS BY VOLUME LAND TECH ACTIVATED PLANTING MEDIUM • 10 LBS. LAND TECH 7-1-7 FERTILIZER PER CU. YD. OF MIX • 10 LBS AGRICULTURAL GYPSUM PER CU. YD. OF MIX SOIL PREPARATION SHALL BE AS FOLLOWS: FOR GROUNDCOVER PLANTING, THE FOLLOWING AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO A MIN. 6" DEPTH BY MEANS OF ROTOTILLER OR EQUAL: AMOUNT /1000 S.F.: • 50 LBS. LAND TECH SOIL ACT/VA TOR • 2 YDS. LAND TECH BIO-ORGANIC PLANTING MIX • 50# AGRICULTURAL GYPSUM • 10# LAND TECH 7-1-7FERTILIZER LAND TECH INTERNATIONAL, INC. 136 MAIN STREET, EL SEGUNDO, CA 90245. (310) 322-2440 ATTN: ALEX ROSA · DURING THE MAINTENANCE PERIOD, FERTILIZE AFTER 45 DAYS WITH LAND TECH SOILMASTER 8-3-4 FERTILIZER AT A RATE OF 25 LBS./1,000 S.F. (ALL PLANTING AREAS). O'-TE INln!\L ENGINEER Of WORK REVISION DESCRIPTION REMARKS DETAIL "B' DETAIL 'C' DETAIL 'C' DETAIL'S' DETAIL 'B" DETAIL 'A' DETAIL 'A' DETAIL 'A' DETAIL 'A' DETAIL 'A' 24" o.c. 18" o.c. 12· o.c. '800)543-4109 8. 9. 10. ADDITIONAL SOILS ANALYSIS MAY BE REQUIRED TO BE MADE BY CONTRACTOR IF POCKETS OF ADVERSE SOILS INDICATE AL TEAING THE SPECIFIED SOIL PREPARATION. LANDSCAPE ARCHITECT SHALL BE NOTIFIED IF THESE CONDITIONS OCCUR. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION AS APPLICABLE. ALL PLANT MATERIALS SHALL BE HANDLED AND STORED SO THAT THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, FROM SUN OR WINDBURN, OR FROM ANY OTHER INJURY. 11. THE CONTRACTOR SHALL GUARANTEE ALL GALLON CONTAINER PLANT MATERIAL FOR A PERIOD OF 90 DAYS AND ALL BOX MATERIAL FOR ONE YEAR. 12. INSTALL ALL SHRUBS ACCORDING TO DETAIL 'A', TREES 24" BOX & SMALLER ACCORDING TO DETAIL 'B', TREES 36" BOX & LARGER ACCORDING TO DETAIL 'C" , SHEET L-6. 13. CONTRACTOR SHALL PROVIDE SUPERINTENDENT WITH COPIES OF NURSERY INVOICES FOR THE PURPOSE OF PLANT QUANTITY AND TYPE VERIFICATION AT TIME OF DELIVERY. NO PLANT MATERIALS WILL BE ACCEPTED WITHOUT THIS INFORMATION. 14. ALL TREE LOCATIONS MUST BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PLANTING. CONTRACTOR TO SPOT TREES NO CLOSER THAN S FROM ANY STRUCTURAL BUILDING WALL AND OUTSIDE OF DRAINAGE SWALES. 15. POSITIVE SURFACE DRAINAGE (2% GRADIENT IN PLANTING AREAS) SHALL BE PROVIDED IN ALL PLANTING AREAS, TERMINATING IN AN APPROVED DRAINAGE SYSTEM (BY CIVIL ENGINEER). . '-::.---Alll:I "' ~ DIIM ClilbMI t»M 1'U Ml-JOI ----....... APPROVED FOR II AS BUILT" PLANTING AND IRRIGATION ONLY, TITLE DATE INCLUDING PRECISE LOCATION OF REVIE\JED BY• PLANTING AREAS INSPECTOR DATE I SH9ETS I ~ CITY OF CARLSBAD 6 PLANNING DEPARTMENT FARADAY COURT Pl.ANTING DETAILS & LEGEND APPROVED, .~ ·' / ,/ ~ /4//):tf / ;,,:}U/1 !'· ( 1'-/J.-Pf"-73 ASSISTANT PLANNING ]!RECTOR DATE DWN BY: I PROJECT NO. I DRAWING NO. DATE INlnM. DATE INllW. CHKD BY: OTHER APPROV Al CITY -'l'PROVAI. RV\JD BY• PUD 67 335-6L C.M.W.D. 93-310 SECTION 02441 IRRIGATION PART 1 • GENERAL 1.01 DESCRIPTION A. SCOPE OF WORK: PROVIDE ALL LABOR, MATERIALS. TRANSPORTATION. AND SERVICES NECESSARY TO FURNISH ANO INSTALL IRRIGATION SYSTEMS AS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. B. SHOULD CONFLICTS ARISE BETWEEN THESE SPECIFICATIONS AND THAT OF CARLSBAD MUNICIPAL WATER DISTRICT SPECIFICATIONS, CMWD'S SPECIFICATIONS MUST BE SATISFIED BEFORE COMPLIANCE TO THESE SPECIFICATIONS. 1.02 QUALITY ASSURANCE AND REQUIREMENTS A. PERMITS AND FEES: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED. B. MANUFACTURER"S DIRECTIONS: MANUFACTURER"S DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURERS OF ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. C. ORDINANCES AND REGULATIONS: ALL LOCAL. MUNICIPAL AND STATE LAWS, RULES ANO 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 THESE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE A80VE RULES AND REGULATIONS OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THESE SPECIFICATIONS AND DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP. OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD, OR LARGER SIZE THAN IS REQUIRED BY THE ABOVE RULES AND REGULATIONS, THE PROVISIONS OF THESE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRECEDENCE. D. EXPLANATION OF DRAWINGS: 1. DUE TO THE SCALE OF DRAWINGS IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF HIS WORK AND PLAN HIS 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 IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 2. THE WORD, "ARCHITECT" AS USED HEREIN SHALL REFER TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 3. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. 4. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED. THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. 1.03 SUBMITTAL$ A. MATERIALS LIST: 1. THE CONTRACTOR SHALL FURNISH THE ARTICLES. EQUIPMENT. MATERIALS OR PROCESSES SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT AND CITY. 2. A COMPLETE MATERIAL LIST SHALL BE SUBMITTED PRIOR TO PERFORMING ANY WORK. THE MATERIAL LIST SHALL INCLUDE THE MANUFACTURER, MODEL NUMBER AND DESCRIPTION OF ALL MATERIALS AND EQUIPMENT TO BE USED. 3. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR APPROVAL BY THE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE SUCH MATERIALS AT HIS OWN EXPENSE. 4. THE APPROVAL OF ANY ITEM, ALTERNATE OR SUBSTITUTE INDICATES ONLY THAT THE PRODUCT OR PRODUCTS APPARENTL V MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. 5. THE MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES SHALL ONLY SUPPLEMENT THE GUARANTEE. B. RECORD AND AS-BUil T DRAWINGS AS REQUIRED BY OWNER: C. 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP-TO-DATE A COMPLETE AS- BUil T RECORD SET OF BLUELINE OZALID PRINTS WHICH SHALL BE CORRECTED DAIL V AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS AND THE EXACT AS-BUILT LOCATIONS, SIZES AND KINDS OF EQUIPMENT. PRINTS FOR THIS PURPOSE MAY BE OBTAINED FROM THE ARCHITECT AT COST. THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A RECORD SET. 2. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS AND SHALL BE THE BASIS FOR MEASUREMENT AND PAYMENT FOR WORK COMPLETED. THESE DRAWINGS SHALL BE AVAILABLE AT ALL TIMES FOR INSPECTION AND SHALL BE KEPT IN A LOCATION DESIGNATED BY THE ARCHITECT. SHOULD THE RECORD SET. BLUE LINE OR AS-BUILT PROGRESS SHEETS NOT BE AVAILABLE FOR REVIEW OR UP-TO-DATE AT THE TIME OF ANY INSPECTION (REFER TO SECTION 3.10 -INSPECTION SCHEDULE). IT WILL BE ASSUMED NO WORK HAS BEEN COMPLETED AND THE CONTRACTOR WILL BE ASSESSED THE COST OF THAT SITE VISIT AT THE CURRENT BILLING RATE OF Tl-IE ARCHITECT. NO OTHER INSPECTION SHALL TAKE PLACE PRIOR TO PAYMENT OF THAT ASSESSMENT. 3. THE CONTRACTOR SHALL MAKE NEAT AND LEGIBLE NOTATIONS ON THE AS- BUil T PROGRESS SHEET DAILY AS THE WORK PROCEEDS, SHOWING THE WORK AS ACTUALLY INSTALLED. FOR EXAMPLE. SHOULD A PIECE OF EQUIPMENT BE INSTALLED IN A LOCATION THAT DOES NOT MATCH THE PLAN, THE CONTRACTOR MUST INDICATE THAT THE EQUIPMENT HAS BEEN RELOCATED IN A GRAPHIC MANNER SO AS TO MATCH THE ORIGINAL SYMBOLS AS INDICATED IN THE IRRIGATION LEGEND. THE RELOCATED EQUIPMENT AND DIMENSIONS WILL THEN BE TRANSFERRED TO THE ORIGINAL AS-BUILT PLAN AT THE PROPER TIME. 4. BEFORE THE DATE OF THE FINAL INSPECTION. THE CONTRACTOR SHALL SUBMIT AS-BUILT PRINTS TO BE APPROVED BY CITY INSPECTOR AND SUBSEQUENTLY GIVEN TO LANDSCAPE ARCHITECT WITH CITY MYLARS TO TRANSFER ALL INFORMATION FROM Tl-IE CONTRACTOR AS-BUILT PRINTS TO MYLARS. AS-BUILT DRAWINGS SHALL THEN BE SUBMITTED TO THE CITY FOR APPROVAL. WHEN APPROVED. A BONDED PRINTER SHALL PICK UP MYLARS AND MAKE (1) SET OF PHOTO MYLARS AND (3) SETS BLUEPRINTS FOR CM.W.D. 5. THE CONTRACTOR SHALL DIMENSION FROM TWO (2) PERMANENT POINTS OF REFERENCE. BUILDING CORNERS. SIDEWALK OR ROAD INTERSECTIONS ETC. THE LOCATION OF THE FOLLOWING ITEMS: A. CONNECTION TO EXISTING WATER LINES. B. CONNECTION TO EXISTING ELECTRICAL POWER. C. GATEIBALLVALVES. D. ROUTING OF SPRINKLER PRESSURE LINES (DIMENSION MAX. 1 oo· ALONG ROUTING). E. SPRINKLER CONTROL VALVES. F. ROUTING OF CONTROL WIRING. G. QUICK COUPLING VALVES. H. OTHER RELATED EQUIPMENT AS DIRECTED BY THE ARCHITECT. 6. ON OR BEFORE THE DATE OF THE FINAL INSPECTION THE CONTRACTOR SHALL DELIVER THE CORRECTED AND COMPLETED SEPIAS TO THE ARCHITECT. DELIVERY OF THE SEPIAS WILi_ NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED INFORMATION THAT MAY BE OMITTED FROM THE PRINTS. CONTROLLER CHARTS: 1. AS-BUILT DRAWINGS SHALL BE APPROVED BY THE ARCHITECT BEFORE CONTROLLER CHARTS ARE PREPARED. 2. PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED. 3. Tl-IE CHART SHALL SHOW THE AREA CONTROLLED BY THE AUTOMATIC CONTROLLER AND SHALL BE THE MAXIMUM SIZE WHICH THE CONTROLLER DOOR WILL ALLOW. 4. Tl-IE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS-BUILT SYSTEM HOWEVER, IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED, IT SHALL BE ENLARGED TO A SIZE THAT WILL REMAIN LEGIBLE WHEN REDUCED. 5. THE CHART SHALL BE A BLACKLINE OR BLUEUNE OZALID PRINT AND A DIFFERENT COLOR SHALL BE USED TO INDICATE THE AREA OF COVERAGE FOR EACH STATION. 6. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC. EACH PIECE BEING A MINIMUM OF 10 MILS. 7. THESE CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. D. OPERATION AND MAINTENANCE MANUALS: 1. PREPARE AND DELIVER TO THE ARCHITECT Wm-tlN TEN CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, TWO HARD COVER BINDERS WITH THREE RINGS CONTAINING THE FOLLOWING INFORMATION: A. INDEX SHEET STATING CONTRACTOR"S ADDRESS AND TELEPHONE NUMBER. UST OF EQUIPMENT WITH NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVE. B. CATALOG AND PARTS SHEET ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT. C. GUARANTEE STATEMENT. D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTION ON ALL MAJOR EQUIPMENT. 2. IN ADDITION TO THE ABOVE MENTIONED MAINTENANCE MANUALS. PROVIDE THE OWNER'S MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW EVIDENCE IN WAITING TO THE ARCHITECT AT THE CONCLUSION OF THE PROJECT THAT THIS SERVICE HAS BEEN RENDERED. E. EQUIPMENT TO BE FURNISHED: 1. SUPPL VAS A PART OF THIS CONTRACT THE FOLLWOING TOOLS: A. TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING. DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER AND VAL VE SUPPLIED ON THIS PROJECT. B. TWO (2) KEYS FOR EACH AUTOMATIC CONTROULER. C. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR EVERY FIVE (5) ORR FRACTION THEREOF OF EACH TYPE OF QUICK COUPLING VALVE INSTALLED. 2. THE ABOVE MENTIONED EQUIPMENT SHALL BE TURNED OVER TO THE OWNER AT THE CONCLUSION OF THE PROJECT. BEFORE FINAL INSPECTION CAN OCCUR. EVIDENCE THAT THE OWNER HAS RECEIVED MATERIAL MUST BE SHOWN TO THE ARCHITECT. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. HANDLING OF PVC PIPE AND FITTINGS: THE CONTRACTOR IS CAUTIONED TO EXERCISE CARE IN HANDLING, LOADING • UNLOADING AND STORING OF PVC PIPE AND FITTINGS ALL PVC PIPE SHALL BE TRANSPORTED IN A VEHICLE WHICH ALLOWS THE LENGTH OF THE PIPE TO LIE FLAT SO AS NOT TO SUBJECT IT TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. ANY SECTION OF PIPE THAT HAS BEEN DENTED OR DAMAGED WILL BE DISCARDED AND, IF INSTALLED, SHALL BE REPLACED WITH NEW PIPING. 1.05 SUBSTITUTIONS A. IF THE IRRIGATION CONTRACTOR WISHES TO SUBSTITUTE ANY EQUIPMENT OR MATERIALS FOR THE EQUIPMENT OR MATERIALS LISTED ON THE IRRIGATION DRAWINGS AND SPECIFICATIONS, HE MA V DO SO BY PROVIDING THE FOLLOWING INFORMATION TO THE OWNER"S AUTHORIZED REPRESENTATIVE AND CITY FOR APPROVAL: 1. PROVIDE A STATEMENT INDICATING THE REASONS FOR MAKING THE SUBSTITUTION. USE A SEPERATE SHEET OF PAPER FOR EACH ITEM TO BE SUBSTITUTED. 2. PROVIDE DESCRIPTIVE CATALOG LITERATURE. PERFORMANCE CHARTS AND FLOW CHARTS FOR EACH ITEM TO BE SUSBTITUTED. 3. PROVIDE THE AMOUNT OF COST SAVINGS IF THE SUBSTITUTED ITEM IS APPROVED. B. THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL HAVE THE SOLE RESPONSIBILITY IN ACCEPTING OR REJECTING ANY SUBSTITUTED ITEM AS AN APPROVED EQUAL TO THE EQUIPMENT AND MATERIALS LISTED ON THE IRRIGATION DRAWINGS AND SPECIFICATIONS. 1.06 GUARANTEE A. THE GUARANTEE FOR THE SPRINKLER IRRIGATION SYSTEM SHALL BE MADE IN ACCORDANCE WITH THE ATTACHED FORM. THE GENERAL CONDITIONS AND SUPPLEMENTARY CONDITIONS OF THE SPECIFICATIONS SHALL BE FILED WITH THE OWNER OR HIS REPRESENTATIVE PRIOR TO ACCEPTANCE OF THE IRRIGATION SYSTEM. B. A COPY OF THE GUARANTEE FORM SHALL BE RE-TYPED ONTO THE CONTRACTOR'S LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM WE HEREBY GUARANTEE THAT THE SPRINKLER IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTAU_ED IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP. AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR ANO TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF ONE VEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME, AS DETERMINED BY THE OWNER, AFTER RECEIPT OF WRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER, WE AUTHORIZE Tl-IE OWNER TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND PROJECT:. _____________ _ LOCATION: _____________ _ SIGNED:. ______________ _ ADDRESS:. _____________ _ PHONE:. _____________ _ DATE OF ACCEPTANCE~· ________ _ PART 2 • PRODUCTS 2.01 MATERIALS A. GENERAL· USE ONL V NEW MATERIALS OF BRANDS AND TYPES NOTED ON DRAWINGS, SPECIFIED HEREIN OR APPROVED EQUALS. B. PVC PRESSURE MAINLINE PIPE AND FITTINGS: 1. PRESSURE MAINLINE PIPING FOR SIZES 2" AND LARGER SHALL BE PVC CLASS 315. PURPLE PIPE IN CONFORMANCE WITH C.M.W.D. RECLAIMED WATER STANDARDS. 2. PIPE SHALL BE MADE FROM NSF APPROVED TYPE I. GRADE I, PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION 01784. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATION PS- 22-70, WITH AN APPROPRIATE STANDARD DIMENSION (S.D.R.) (SOLVENT• WELD PIPE). 3. PRESSURE MAINLINE PIPING FOR SIZES 1-112" AND SMALLER SHALL BE PVC SCHEDULE 40 WITH SOLVENT WELDED JOINTS, PURPLE PIPE IN CONFORMANCE WITH C.M.W.D. RECLAIMED WATER STANDARDS. 4. PIPE SHALL BE MADE FROM NSF APPROVED TYPE I. GRADE I PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION 1785. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATION PS-21-70. 0. E. F. G. H. J. K. L. 5. PVC SOLVENT-WELD FITTINGS SHALL BE SCHEDULE 40, 1-20, 11-1 NSF APPROVED CONFORMING TO ASTM TEST PROCEDURE 02466. 6. SOLVENT CEMENT AND PRIMER FOR PVC SOI.VENT-WELD PIPE AND FITTINGS SHALL BE OF TYPE AND INSTALLATION METHODS PRESCRIBED BY THE MANUFACTURER. 7. ALL PVC PIPE MUST BEAR THE FOLLOWING MARKINGS: A. MANUFACTURER"S NAME 8. NOMINAL PIPE SIZE C. SCHEDULE OR CLASS D. PRESSURE RATING IN P .SJ. E NSF (NATIONAL SANITATION FOUNDATION) APPROVAL F. DATE OF EXTRUSION 8. ALL FITTINGS SHALL BEAR THE MANUFACTURER"S NAME OR TRADEMARK. MATERIAL DESIGNATION. SIZE. APPLICABLE 1.P.S. SCHEDULE ANO NSF SEAL OF APPROVAL. PVC NON-PRESSURE LATERAL LINE PIPING: 1. NON-PRESSURE BURIED LATERAL LINE PIPING SHALL BE PVC CLASS 200 WITH SOL VENT-WELD JOINTS. ( p1,,11r.pi.r.) 2. PIPE SHALL BE MADE FROM NSF APPROVED. TYPE I. GRADE II PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION D1784. ALL PIPE MUST MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-22- 70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO. 3. EXCEPT AS NOTED IN PARAGRAPHS 1 AND 2 OF SECTION 2.01 B, ALL REQUIREMENTS FROR NON-PRESSURE LATERAL LINE PIPE AND FITTINGS SHALL BE THE SAME AS FOR SOLVENT-WELD PRESSURE MAINLINE PIPE ANO FITTINGS AS SET FORTH IN SECTION 2.018 OF THESE SPECIFICATIONS. 4. ALL PIPE SHALL HAVE STENCILING APPEARING ON BOTH SIDES OF THE PIPE WITH THE MARKING "RECLAIMED WATFR" IN 518" LETTERING REPEATING EVERY 12". BRASS PIPE AND FITTINGS: 1. WHERE INDICATED ON THE DRAWINGS, USE RED BRASS SCREWED PIPE CONFORMING TO FEDERAL SPECIFICATION #WW-P-351. BALL VALVES: 1. BALL VALVES 2" AND SMALLER SHALL BE CLASS 600 BRASS BALL VALVES WITH SCREWED CAP, CHOME PLATED BALL, BLOWOUT PROOF STEM, REINFORCED PTFE SEATS AND NPT-SCREWED ENDS .. 3. BALL VALVES 3" AND SMALLER SHALL BE SIMILAR TO THOSE MANUFACTURED BY KITZ OR APPROVED EQUAL. 4. ALL BALL VALVES SHALL BE INSTALLED PER INSTALLATION DETAIL. QUICK COUPLING VALVES: QUICK COUPLING VALVES SHALL HAVE A BRASS TWO- PIECE BODY DESIGNED FOR WORKING PRESSURE OF 150 P S.L OPERABLE WITH QUICK COUPLER. KEV SIZE AND TYPE SHALL BE AS SHOWN ON PLANS. BACKFLOW PREVENTION UNITS: 1. BACKFLOW PREVENTION UNITS SHALL BE OF SIZE AND TYPE INDICATED ON THE IRRIGATION DRAWINGS. INSTALL BACKFLOW PREVENTION UNITS IN ACCORDANCE WITH IRRIGATION CONSTRUCTION DETAILS. 2. WYE STRAINERS AT BACKFLOW PREVENTION UNITS SHALL HAVE A BRONZED SCREWED BODY WITH 60 MESH MONEL SCREEN AND SHALL BE SIMILAR TO BAILEY #100B OR APPROVED EQUAL. CHECK VALVES: 1. SWING CHECK VALVES 2" AND SMALLER SHALL BE 200 POUND W.O.G. BRONZE CONSTRUCTION WITH REPLACEABLE COMPOSITION. NEOPRENE OR RUBBER DISC ANO SHALL MEET OR EXCEED FEDERAL SPECIFICATION WW-V- 51 D, CLASS A. TYPE IV. 2. ANTI-DRAIN VALVES SHALL BE OF HEAVY DUTY VIRGIN PVC CONSTRUCTION WITH F.I.P. THREAD INLET AND OUTLET. INTERNAL PARTS SHALL BE STAINLESS STEEL ANO NEOPRENE. ANTI-DRAIN VALVE SHALL BE FIELD ADJUSTABLE AGAINST DRAWOUT FROM 5 TO 40 FEET OF HEAD. ANTI-DRAIN VALVE SHALL BE SIMILAR TO THE VALCON "ADV-OR APPROVED EQUAL. CONTROL WIRING: 1. CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS AND THE ELECTRIC CONTROL VALVES SHALL BE MADE Wm-t DIRECT BURIAL COPPER WIRE AWG- U.F. 600 VOLT. PILOT WIRES SHALL BE A DIFFERENT COLOR WIRE FOR EACH AUTOMATIC CONTROLLER. COMMON WIRES SHALL BE WHITE WITH A DIFFERENT COLOR STRIPE FOR EACH AUTOMATIC CONTROLLER. INSTALL IN ACCORDANCE WITH VALVE MANUFACTURER"$ SPECIFICATIONS AND WIRE CHART. IN NO CASE SHALL WIRE SIZE BE LESS THAN #14. 2. WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. 3. WHERE MORE THAN ONE (1) WIRE IS PLACED IN A TRENCH. THE WIRING SHALL BE TAPED TOGETHER AT INTERVALS OFTEN (10) FEET. 4. AN EXPANSION CURL SHALL BE PROVIDED WITHIN THREE (3) FEET OF EACH WIRE CONNECTION. EXPANSION CURL SHALL BE OF A SUFFICIENT LENGTH AT EACH SPLICE CONNECTION AT EACH ELECTRICAL CONTROL, SO THAT IN CASE OF REPAIR. THE VALVE BONNET MAY BE BROUGHT TO THE SURFACE WITHOUT DISCONNECTING THE CONTROL WIRES. CONTROL WIRES SHALL BE LAID LOOSELY IN TRENCH WITHOUT STRESS OR STRETCHING OF CONTROL WIRE CONDUCTORS. 5. ALL SPLICES SHALL BE MADE WITH SCOTCH-LOK #3576 CONNECTOR SEALING PACKS, RAIN BIRD SNAP-TITE WIRE CONNECTOR OR APPROVED EQUAL. USE ONE SPLICE PER CONNECTOR SEALING PACK. 6. FIELD SPLICES BETWEEN THE AUTOMATIC CONTROLLER AND ELECTRICAL CONTROL VALVE WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. AUTOMATIC CONTROLLERS: 1. AUTOMATIC CONTROLLERS SHALL BE OF SIZE AND TYPE SHOWN ON THE PLANS. 2. FINAL LOCATION OF AUTOMATIC CONTROLLERS SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 3. UNLESS OTHER WISE NOTED ON THE PLANS. THE 120 VOLT ELECTRICAL POWER TO THE AUTOMATIC CONTROLLER LOCATION TO BE FURNISHED BY OTHERS. THE FINAL ELECTRICAL HOOK-UP SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL CONTROL VALVES: 1. ALL ELECTRIC CONTROL VALVES SHALL BE AS SHOWN ON PLANS. 2. ALL ELECTRIC CONTROL VALVES SHALL HAVE A MANUAL FLOW ADJUSTMENT. 3. PROVIDE AND INSTALL ONE CONTROL BOX FOR EACH ELECTRICAL CONTROL VALVE. CONTROL VALVE BOXES: 1. USE 10" X 10-1/4" ROUND BOX FOR ALL BALL VALVES. CARSON INDUSTRIES #910-12B WITH PURPLE BOLT-DOWN COVER OR APPROVED EQUAL. EXTENSION SLEEVE SHALL BE PVC -6" MINIMUM SIZE. 2. USE 9 -112" X 16" X 11" RECTANGULAR BOX FOR ALL ELECTRICAL CONTROL VALVES. CARSON INDUSTRIES 1419·12B WITH PURPLE BOLT-DOWN COVER OR APPROVED EQUAL. N. ScR:\KL,'=! c-EAOS: • A!.L S""'NKLLER HE!IOS SHALL BE OF THE SAME SIZE, TYPE AND SHALL DELIVER THE SAME AATE OF PRECIPITATION WITH THE DIAMETER (OR RAOli.,S; OF THROW. PRESSURE. AND DISCHARGE AS SHOWN ON THE PLANS A.\D Gil SPECIFIED ~™ESE SPECIAL PROVISIONS. 2 S~ilAY HEADS SHALL HAVE A SCREW ADJUSTMENT. 3 R SE~ :J',:TS SHALL 9€ FABRICATED IN ACCORDANCE WITH THE DETAILS S'--0'1,"s 0>-1 THE PLANS. > P SE" '-'""LES FOR All SPRINKLER HEADS SHALL BE THE SAME SIZE AS THE P SEP QPENING IN THE SPRINKLER BODY. 5 AcL S"f"NKLER HEADS OF THE SAME TYPE SHALL BE OF THE SAME 1'-'ANL.=A::TURER. e A.'-s~" .. KLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER WITH f'"_RP'..E CAPS. AS PERC.M.W.D. SIGNAGE NOTE #8. PART 3 -EXECUTION 3.01 INSPECTION A. S "T"E CONDITIONS: • A.a SCAcED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL C>,ECK A"<D VERIFY ALL SIZE DIMENSIONS AND RECEIVE ARCHITECT"S APPROVA.. PRIOR TO PROCEEDING WITH WORK UNDER THIS SECTION. 2. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING U-:-ILIT:ES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO U'"ILIT'ES WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT. CHECK EXIST1NG UTILITIES DRAWINGS FOR EXISTING UTILITY LOCATIONS. 3. COORDINATE INSTALLATION OF SPRINKLER IRRIGATION MATERIALS INLGUDING PIPE. SO TIIERE SHALL BE NO INTERFERENCE WITH UTILITIES OR OTHER CONSTRUCTION OR DIFFICULTY IN PLANTING TREES, SHRUBS. ANO G "Ol:'iDCOVE RS 4 THE CONTRACTOR SHALL CAREFULLY CHECK ALL GRADES TO SATISFY H:MSE:..F THAT HE MAY SAFELY PROCEED BEFORE STARTING WORK ON THE SPRINKLER-IRRIGATION SYSTEM. 3.02 PREPARATION A. PHYSICAL LA VOUT: 1. PP.IOR TO INSTALLATION. THE CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPL V LINES. ROUTING AND LOCATION OF SPRINKLER HEADS. 2. Al..L LAYOUT SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. B. WATER SUPP!. Y: 1. SPRINKLER IRRIGATION SYSTEM SHALL BE CONNECTED TO WATER SUPPLY PciNTS tY CONNECTION AS INDICATED ON THE DRAWINGS. 2. CONNECTIONS SHAU BE MADE AT APPROXIMATE LOCATIONS AS SHOWN ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. C. ELECTRICAL SUPPLY: 1. ELECTRICAL CONNECTIONS FOR AUTOMATIC CONTROLLER SHALL BE MADE TO ELECTRICAL POINTS OF CONNECTION AS INDICATED ON THE DRAWINGS. 2. CONNECT•ONS SHALL BE MADE AT APPROXIMATE LOCATIONS AS SHOWN ON DP.AWl~S CONTRACTOR IS RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAf. SITE CONDITIONS. 3.03 INSTALLATION A. TRENCHING: 1 DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRE1'1CH. LAY PIPE TO AN EVEN GRADE. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON DRAWINGS AND AS NOTED. 2. PROVIDE FOR A MINIMUM OF EIGHTEEN (18) INCHES COVER FOR ALL PRESSURE SUPPL V LINES UP TO 2112" SIZE. 3. PROVIDE FOR A MINIMUM OF 35• COVER FOR ALL PRESSURE SUPPLY LINES 3" At-0 LARGER. • PPOVIDE FOR A MINIMUM GOVER OF TWELVE (12) INCHES FOR ALL LATERAL LINES 5. PROVIDE FOR A MINIMUM COVER OF EIGHTEEN (18) INCHES FOR ALL CONTROl WIRING. B. BACKFIWNG: ' THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. TRENCHES SHALL BE CAREFULLY BACKFILLED WITH THE EXCAVATED MATERIALS APPROVED FOR BACKFILLING. CONSISTING OF EA"TI-I. LOAM. SANDY CLAY. SAND OR OTHER APPROVED MATERIALS, FREE FROI.I LARGE CLODS OF EARTH OR STONES. BACKFILL SHALL BE IECHANICALL Y COMPACTED WITHIN LANDSCAPED AREAS TO A DRY DENSITY EOJAL TO ADJACENT UNDISTURBED SOIL IN PLANTING AREAS. BACKFILL WlLl. CONFORM TO ADJACENT GRADES WITHOUT DIPS. SUNKEN AREAS OR OTHER SURFACE IRREGULARITIES. 2. A 2" LAYER OF FINE GRANULAR I.IATERIAL BACKFILL WILL BE INITIALLY Pl.ACED ON ALL LINES NO FOREIGN MATTER LARGER THAN ONE-HALF (112") INCH IN SIZE WILL BE PERMITTED IN THE INITIAL BACKFILL. 3. FLOOCING OF TRENCHES WILL BE PERMITTED ONLY WITH APPROVAL OF THE ARCHITi:;C,. 4. If SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS IN PIPE, VALVES, SPRINKLER HEADS. LAWN OR PLANTING, OR OTHER CONSTRUCTION ARE NECESSARY THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS Wffi-lOUT COST TO TI-1E OWNER. ~ B .. ··~, §, 19 f ... ,, ~ ]_ .. ,:,.{' ·, .0 APPROVED FOR PLANTING AND IRRIGATION ONLY, --Omia,il'Clnllit ~---_ ... - HAS BUILT ... TITLE ________ _ -'"-..,__ DATE INCLUDING p REC ISE 1-R-E-Vl-E\,/"_E_D _BY-, ---------1 LOCATION OF PLANTING AREAS INSPECTOR DATE 1------+----+-----------+----f---+--+---t ~7 CITY OF CARLSBAD I S1-19EElS I L!::ZJ PLANNING DEPARTMENT ;::::::::::::::::::::::...'::===::::::::::::====::::::::.:===; FARADAY COURT SPECIFICATIONS APPROVED &.'~I (JJ~ !-"-?If -93 -----=:--''=:-'--c+--::'---::---=c::~::t=.==----DA it ASSISTANT PLA N!NG Dh<ECTOR DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE lNl"'.1AL OHO! IIPP!!!JV.._ o-...,. BY: __ _ CHKD BY: __ _ RVwD BY• PROJECT NO. PUD67 I DRAWING NO. _ 335-6L C.M.W.D. 93-310 C. TRENCHING AND BACKFILL UNDER PAVING: 1. TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHALTIC CONCRETE OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH SAND (A LAYER SIX (6) INCHES BELOW THE PIPE AND THREE (3) INCHES ABOVE THE PIPE) AND COMPACTED IN LAYERS TO 95% COMPACTION USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING SHALL BE COMPACTED TO EQUAL THE COMPACTION OF THE EXISTING. ADJACENT, UNDISTURBED SOIL AND SHALL BE LEFT IN A FIRM, UNYIELDING CONDITION. ALL TRENCHES SHALL BE LEFT FLUSH WITH THE ADJOINING GRADE. THE SPRINKLER IRRIGATION CONTRACTOR SHALL SET THE PIPE IN PLACE, CAP AND PRESSURE TEST All PIPING UNDER PAVING PRIOR TO THE PAVING WORK. 2. GENERALLY, PIPING UNDER EXISTING WALKS IS DONE BY JACKING, BORING OR HYDRAULIC DRIVING, BUT, WHERE ANY CUTTING OR BREAKING OF SIDEWALKS AND/OR CONCRETE IS NECESSARY, IT SHALL BE DONE AND REPLACED BY THE CONTRACTOR AS A PART OF THE CONTRACT COST PERMISSION TO CUT OR BREAK SIDEWALKS AND/OR CONCRETE SHALL BE OBTAINED FROM THE ARCHITECT, NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER CONCRETE PAVING. 3. PROVIDE FOR A MINIMUM COVER OF EIGHTEEN (18) INCHES BETWEEN THE TOP OF THE PIPE AND THE BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE AND NON-PRESSURE PIPING INSTALLED UNDER ASPHAL TIC CONCRETE PAVING. 0, ASSEMBLIES: 1. ROUTING Of SPRINKLER IRRIGATION LINES AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. INSTALL LINES (ANO VARIOUS ASSEMBLIES) IN SUCH A MANNER AS TO CONFORM WITH THE DETAILS PER PLANS. 2. INSTALL NO MULTIPLE ASSEMBLIES IN PLASTIC LINES. PROVIDE EACH ASSEMBLY WITH ITS OWN OUTLET_ 3, INSTALL ALL ASSEMBLIES SPECIFIED HEREIN IN ACCORDANCE WITH RESPECTIVE DETAIL IN THE ABSENCE OF DETAIL DRAWINGS OR SPECIFICATIONS PERTAINING TO SPECIFIC ITEMS REQUIRED TO COMPLETE WORK, PERFORM SUCH WORK IN ACCORDANCE WITH BEST STANDARD PRACTICE WITH PRIOR APPROVAL OF THE ARCHITECT. 4. PVC PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, OUST AND MOISTURE BEFORE INSTALLATION-, INSTALLATION AND SOLVENT WELDING METHODS SHALL BE AS RECOMMENDED BY THE PIPE AND F1TTING MANUFACTURER. 5, ON PVC TO METAL CONNECTIONS THE CONTRACTOR SHALL WORK THE METAL CONNECTIONS FIRST. TEFLON TAPE OR APPROVED EQUAL SHALL BE USED ON ALL THREADED PVC TO PVC AND ON ALL THREADED PVC TO METAL JOINTS. LIGHT WRENCH PRESSURE IS ALL THAT IS REQUIRED WHERE THREADED PVC CONNECTIONS ARE REQUIRED. USE THREADED PVC ADAPTORS INTO WHICH THE PIPE MAY BE WELDED. E. LINE CLEARANCE: ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER ANO FROM LINES OF OTHER TRADES PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER F. AUTOMATIC CONTROLLER: INSTALL IN STAINLESS STEEL ENCLOSURE. G. HIGH VOLTAGE WIRING FOR AUTOMATIC CONTROLLERS: 1. 120 VOLT POWER CONNECTION TO THE AUTOMATIC CONTROLLER SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. 2. All ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES, ORDINANCES AND UNION AUTHORITIES HAVING JURISDICTION. H. REMOTE CONTROL VALVES: INSTALL WHERE SHOWN ON DRAWINGS ANO DETAILS. WHEN GROUPED TOGETHER, ALLOW AT LEAST TWELVE (12") INCHES BE:TWEEN VALVES. INSTALL EACH REMOTE CONTROL VALVE IN A SEPERATE VALVE BOX. EACH VALVE NUMBER SHALL BE STENCILED ON VALVE BOX TOP WITH EXTERIOR PAINT. I. FLUSHING OF SYSTEM: 1. AFTER ALL NEW SPRINKLER PIPE LINES AND RISERS ARE IN PLACE AND CONNECTED, All NECESSARY DIVERSION WORK HAS BEEN COMPLETED, AND PRIOR TO INSTALLATION OF SPRINKLER HEADS, THE CONTROL VALVES SHALL BE OPENED AND FULL HE:AD OF WATER USED TO FLUSH OUT THE SYSTEM. 2. SPRINKLER HEADS SHALL BE INSTALLED ONLY AFTER FLUSHING OF THE SYSTEM HAS BEEN ACCOMPLISHED TO THE COMPLETE SATISFACTION OF THE ARCHITECT. J. INSTALL THE SPRINKLER HEADS AS DESIGNATED ON THE DRAWINGS. SPRINKLER HEADS TO BE INSTALLED IN THIS WORK SHALL BE EQUIVALENT IN ALL RESPECTS TO THOSE ITEMIZED, 1. SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM INDICATED ON THE DRAWINGS. IN NO CASE SHALL THE SPACING EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. 3.04 TEMPORARY REPAIRS THE OWNER RESERVES THE RIGHT TO MAKE TEMPORARY REPAIRS AS NECESSARY TO KEEP THE SPRINKLER SYSTEM EQUIPMENT IN OPERATING CONDITION, THE EXERCISE OF THIS RIGHT BY THE OWNER SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES UNDER THE TERMS OF THE GUARANTEE AS HEREIN SPECIFIED. 3.05 EXISTING TREES WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES THE CONTRACTOR SHALL USE: ALL POSSIBLE CARE TO AVOID INJURY TO TREES AND TREE ROOTS. EXCAVATION IN AREAS WHERE TWO (2) INCH AND LARGER ROOTS OCCUR SHALL BE DONE BY HAND. ALL ROOTS TWO (2) INCHES AND LARGER IN DIAMETER, EXCEPT DIRECTLY IN THE PATH OF PIPE OR CONDUIT, SHALL BE TUNNELED UNDER AND SHALL BE HEAVILY WRAPPED WITH BURLAP TO PREVENT SCARRING OR EXCESSIVE DRYING. WHERE A DITCHING MACHINE IS RUN CLOSE TO TREES HAVING ROOTS SMALLER THAN TWO (2) INCHES IN DIAMETER, THE WALL OF THE TRENCH ADJACENT TO THE TREE SHALL BE HAND TRIMMED, MAKING COMPLETE, CLEAN CUTS. ROOTS ONE (1) INCH AND LARGER IN DIAMETER SHALL BE PAINTED WITH TWO COATS OF TREE SEAL OR EQUAL. TRENCHES ADJACENT TO TREES SHOULD BE CLOSED WITHIN TWENTY FOUR (24) HOURS: WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE SHALL BE KE:PT SHADED WITH BURLAP OR CANVAS. 3.06 FIELD QUALITY CONTROL A ADJUSTMENT Of THE SYSTEM: 1. THE CONTRACTOR SHALL FLUSH ANO ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE ANO TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND BUILDINGS AS MUCH AS POSSIBLE. 2. IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT WILL PROVIDE PROPER ANO MORE ADEQUATE COVERAGE, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS PRIOR TO PLANTING. ADJUSTMENTS MAY ALSO INCLUDE CHANGES IN NOZZLE SIZES AND DEGRE;ES OF ARC AS REQUIRED 3. LOWERING RAISED SPRINKLER Hi;;AOS BY THE CONTRACTOR SHALL BE ACCOMPLISHED WITHIN TEN (10) DAYS AFTER NOTIFICATION BY THE OWNER, 4, ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADES UNLESS OTHERWISE: DESIGNATED ON THE PLANS. B. TESTING OF IRRIGATION SYSTEM: 1. THE CONTRACTOR SHALL REQUEST THE PRESENCE OF THE ARCHITECT IN WRITING AT LEAST 48 HOURS IN ADVANCE OF TESTING. 2. Ti;;ST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 125 POUNDS PER SQUARE INCH FOR FOUR (4) HOURS AND PROVE WATERTIGHT. NOTE: TESTING OF PRESSURE MAINLINES SHALL OCCUR PRIOR TO INSTALLATION OF ELECTRIC CONTROL VALVES, 3. ALL PIPING UNDER PAVED AREAS SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 125 POUNDS PER SQUARE INCH ANO PROVED WATERTIGHT PRIOR TD PAVING. 4. SUSTAIN PRESSURE IN LINES FOR NOT LESS THAN FOUR (4) HOURS, IF LEAKS DEVELOP, REPLACE JOINTS AND REPEAT TEST UNTIL ENTIRE SYSTEM IS PROVEN WATERTIGHT, 5. All HYDROSTATIC TESTS SHALL BE MADE ONLY IN THE PRESENCE OF THE CITY AND / OR ARCHITECT OR ANOTHER DULY AUTHORIZED REPERlcSENTATIVE OF THE OWNER. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED IN WRITING. 6. FURNISH NECESSARY FORCE PUMP AND ALL OTHER EQUIPMENT. 7. WHEN THE SPRINKLER IRRIGATION SYSTEM IS COMPLETED PERFORM A COVERAGE TEST IN THE PRESENCE Of THE ARCHITECT TO DETERMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVE:RAGE -WITHOUT BRINGING THIS TO THE ATTENTION Of THE ARCHITECT· DUE TO DEVIATION FROM PLANS OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER IS PLANTED. 8. UPON COMPLETETION OF EACH PHASE OF WORK, THE ENTIRE SYSTEM SHALL BE TESTED ANO ADJUSTED TO MEET SITE REQUIREMENTS. 3.07 MAINTENANCE A, THE ENTIRE SPRINKLER IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF SEVEN (7) DAYS PRIOR TO ANY PLANTING. B THE ARCHITECT RESERVES THE RIGHT TO WAIVE OR SHORTEN THE OPERATION PERIOD. 3.08 CLEAN-UP CLEAN-UP SHALL BE MADE AS EACH PORTION OF WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE, ALL WALKS AND PAVING SHALL BE BROOMED OR WASHED DOWN, ANO ANY DAMAGE SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS. 3.09 FINAL OBSERVATION PRIOR TO ACCEPTANCE A. THE CONTRACTOR SHALL OPERATE EACH SYTEM IN ITS ENTIRETY FOR THE ARCHITECT AT TIME OF FINAL OBSERVATION. ANY ITEMS DEEMED NOT ACCEPTABLE BY THE ARCHITECT SHALL BE REWORKED TO THE COMPLETE SATISFACTION Of THE ARCHITECT. B. THE CONTRACTOR SHALL SHOW EVIDENCE TO THE ARCHITECT THAT THE OWNER HAS RECEIVED ALL ACCESSORIES, CHARTS, RECORD DRAWINGS AND EQUIPMENT AS REQUIRED BEFORE FINAL INSPECTION CAN OCCUR. 3.10 OBSERVATION SCHEDULE A. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY ANO / OR ARCHITECT IN ADVANCE FOR THE FOLLOWING OBSERVATION MEETINGS, ACCORDING TO Tl-E TIME INDICATED: 1, PRE-JOB CONFERENCE· 7 DAYS. (CfTY) 2. PRESSURE SUPPLY LINE INSTALLATION AND TESTING· 48 HOURS. (CITY) 3. AUTOMATIC CONTROLLER INSTALLATION -48 HOURS. 4. CONTROL WIRE INSTALLATION -48 HOURS. 5. LATERAL LINE & SPRINKLER INSTALLATION -4B HOURS. 6. COVERAGE TEST · 48 HOURS. (CITY) 7. FINAL INSPECTION· 7 DAYS, (CITY) B. WHEN OBSERVATIONS HAVE BEEN CONDUCTED BY OTHER THAN THE ARCHITECT, SHOW EVIDENCE IN WRITING OF WHEN AND BY WHOM THESE OBSERVATIONS WERE MADE. C. NO SITE OBSERVATIONS WILL COMMENCE WITHOUT AS-BUILT DRAWINGS. IN THE EVENT THE CONTRACTOR CALLS FOR A SITE VISIT WITHOUT AS·BUIL T DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS OR WITHOUT PREPARING THE SYSTEM FOR SAID VISIT, HE SHALL BE RESPONSIBLE FOR REIMBURSING THE ARCHITECT AT HIS CURRENT BILLING RATES PER HOUR PORTAL (PLUS TRANSPORTATION COSTS) FOR INCONVENIENCE. NO FURTHER SITE VISITS WILL BE SCHEDULED UNTIL THIS CHARGE HAS BEEN PAID ANO RECEIVED, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF ---~a,;.,. ~'1'1'19 -_,,. - HAS BUILT" TITLE _______ _ R£Vl£VED BY• -... _ ....... DATE PLANTING AREAS INSPECTOR DATE , ---+--+--------------t--t----------;--""t"-~ ~8 CITY OF CARIS BAD I SH£9ETS I r-L.!-::!LJ PLANNING DEPARTMENT ;::::::::::::::'...=========:::::....:::==; OA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OA TE INlllAL DA TE INlllAL OTH[R APPROVAL CITY APPROVAL FARADAY COURT SPECIFICATIONS APPROVED ->?.#'/ f ())~ /'J..;Jf-'73 A-:-S::cS:::Ic:cS-=-TA-:-:N-::ttc.-t:PI.Mill:-:-:-i:::'IN-:-:G:--:::DI=R7-::ECTIJRC:::T□:::R;:-----DA TE OWN BY: __ _ CHKO BY: __ _ RVIJD BY• PROJECT NO. PUD67 I ORA WING NO. _ 335-GL C.M.W.D. 93-310 SECTION 02490 TREES, PLANTS AND GROUND COVER PART 1 • GENERAL 1.01 DESCRIPTION A. WORK INCLUDED: 1. FINISH GRADING OF PLANTING AREAS. 2. PROVIDING AND PREPARING SOIL AND SOIL MIXES. 3 PLANTING, INCLUDING, TREES, SHRUBS ANO SODDED LAWNS. 4. STAKING. B. RELATED WORK DESCRIBED ELSEWHERE: 1. UNDERGROUND SPRINKLER SYSTEM. 1.02 QUALITY ASSURANCE A, STANDARDS: 1, PROVIDE PLANTS AND PLANTING MATERIAL MEETING OR EXCEEDING SPECIFICATIONS OF FEDERAL, STATE AND COUNTY LAWS REQUIRING INSPECTION FOR PLANT DISEASE AND INSECT CONTROL. 2. PROVIDE QUALITY AND SIZE CONFORMING WITH CURRENT EDITION OF "HORTICULTURAL STANDARDS' FOR NUMBER ONE NURSERY STOCK AS ADOPTED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 3. PROVIDE PLANTS WHICH ARE TRUE TO NAME. TAG ONE OF EACH BUNDLE~ LOT WITH THE NAME AND SIZE OF PLANTS IN ACCORDANCE WITH THE STANDARDS OF PRACTICE OF THE AMERICAN ASSOCIATION OF NURSt;:RYMEN. 4. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES. B. WORKMANSHIP: PERFORM WORK IN ACCORDANCE WITH THE BEST STANDARDS OF PRACTICE FOR LANDSCAPE WORK AND UNDER THE CONTINUAL SUPERVISION OF A COMPETENT FOREMAN CAPABLE OF INTERPRETING THE DRAWINGS AND SPECIFICATIONS. C QUANTITIES ANO TYPES: PLANT MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND/OR SPACING AS SHOWN OR NOTED FOR EACH LOCATION. AND SHALL BE OF THE SPECIES, KINDS, SIZES, ETC., AS SYMBOLIZED AND/OR DESCRIBED IN THE "LIST OF PLANT MATERIALS," ALL AS INDICATED ON THE DRAWINGS. D. VERIFICATION OF DIMENSIONS AND QUANTITIES: ALL SCALED DIMENSIONS ARE APPROXIMATE, BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND QUANTITIES AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONOfTIONS. NO WORK SHALL BE DONE IN ANY AREA WHERE THERE IS ANY SUCH DISCREPANCY UNTIL APPROVAL FOR SAME HAS BEEN GIVEN BY THE ARCHITECT. E TEST LABORATORY: 1 A SOILS ANALYSIS OF IMPORT SOIL PER LANDSCAPE MANUAL, SECTION IV.C, C3-2.1, IS REQUIRED PRIOR TO BACKFILL. 2. THE TESTING LABORATORY SHALL BE ONE APPROVED BY THE CITY INSPECTOR PER SECTION IV.C, C.3-2.4 OF THE LANDSCAPE MANUAL ANO TESTS SHALL BE PAID FOR BY THE CONTRACTOR. 3. NO SUBSTITUTIONS WILL BE PERMITTED WITHOUT THE APPROVAL OF THE ARCHITECT. REJECTED MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR. 1.03 SUBMITTAL$ A. PRODUCT DATA: 1, MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER THIS SECTION. B. CERTIFICATION: PROVIDE A CERTIFICATE WITH EACH DELIVERY OF BULK MATERIAL, STATING THE SOURCE, QUANTITY. ANO TYPE OF MATERIAL AND STATING THAT THE MATERIAL CONFORMS WITH THE SPECIFIED REQUIREMENTS: 1. FOR BULK DELIVERED ORGANIC FERTILIZER, ALSO SHOW ON THE CERTIFICATE OF VOLUME, NET WEIGHT AND PERCENTAGES OF NITROGEN AND PHOSPHORUS AND POTASSIUM. 2. FOR OTHER FERTILIZERS ANO SOIL CONDITIONS IN CONTAINERS, SHOW ON THE CERTIFICATE THE TOTAL QUANTITIES BY WEIGHT AND VOLUME FOR EACH MATERIAL. C. SAMPLES: IN ADDrTION TO OTHER SAMPLEcS WHICH MAY BE REQUIRED BY THE ARCHITECT, SUBMIT SAMPLES OF EACH OF THE SPECIFIED FERTILIZERS. MULCH AND SOIL CONDITIONER. 1.04 PRODUCT HANDLING A. IMMEDIATELY REMOVE FROM THE JOO SITE ALL PLANTS WHICH ARE NOT TRUE TO NAME, AND ALL MATERIALS WHICH DO NOT COMPLY WITH THE SPECIFIED REQUIREMENTS. 1.05 GUARANTEE AND REPLACEMENT SUBMrT A WRITTEN GUARANTEE IN APPROVED FORM IN COMPLIANCE WITH THE RELATED REQUIREMENTS OF GENERAL CONDITIONS GUARANTEEING THE WORK OF THE SECilON AGAINST ANY DEFECTIVE MATERIALS AND WORKMANSHIP IN COMPLIANCE WITH THE FOLLOWING TERMS, AGREEING TO REPLACE ANY DEFECTIVE MATERIALS AND/OR WORKMANSHIP AT NO ADDITION/IL COST TO THE OWNER. A. TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AND SHRUBS VINES AND GROUND COVER FOR A PERIOD OF SIX MONTHS AFTER FINAL APPROVAL AND ACCEPTANCE. B, ANY PLANT MATERIAL WHICH DIES OR WHICH IS NOT HEALTHY OR VIGOROUS WHEN rT HAS RECEIVED NORMAL CARE AND MAINTENANCE SHALL BE REPLACED WITHIN OR AT THE END OF THE GUARANTEE PERIOD. C. ANY TREES OR OTHER PLANT MATERIALS THAT DIE-BACK AND LOSE THE FORM ANO SIZE AS ORIGINALLY SPECIFIED SHALL BE REPLACED EVEN THOUGH THEY HAVE TAKEN ROOT AND ARE GROWING AFTER THE DIE-BACK. D. THE CONTRACTOR, WHEN NOTIFIED BY THE OWNER, SHALL REMOVE ANO REPLACE ALL GUARANTEED PLANT MATERIALS WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. REPLACEMENT OF MATERIAL AND PLANTS SHALL BE MADE TO SAME SPECIFICATIONS AS REQUIRED FOR ORIGINAL PLANTING AND ALL REPLACEMENTS SH/ILL BE GUARANTEED AS SPECIFIED FOR ORIGINAL MATERIALS. PART 2 • PRODUCTS 2.01 FERTILIZER A. GENERAL: 1, SHOULD CONFLICTS ARISE WITHIN THESE SPECIFICATIONS, THE SPECIFIC NOTES LOCATED ONTHE PLANTING DETAIL SHEET OR PLANTING PLAN SHALL SUPERSEDE 2. LABEL FERTILIZER WITH THE MANUFACTURER'S GUARANTEED ANALYSIS. 3. IF STORED AT THE SITE. PROTECT FERTILIZER FROM THE ELEMENTS AT ALL TIMES. 4. BEGIN DELIVERY UPON APPROVAL OF SAMPLES. B. MATERIALS LISTED BELOW MAY BE REQUIRED IN THIS WORK. VERIFY QUANTITY AND LOCATION BY STUDY OF THE PLANS AND VARIOUS DOCUMENTS. 1. COMMERCIAL FERTILIZERS: PROVIDE AN APPROVED STANDARD BRAND CONFORMING WITH PERTINENT STATE FERTILIZER LAWS, UNIFORM IN COMPOSITION, DRY AND FREE FLOWING. PROVIDE THE FOLLOWING PERCENTAGES BY WEIGHT: 16-6-8 A. NITROGEN: 16% B. PHOSPHORUS: 6% C, WATER SOLUBLI;; POTASSIUM: 8% 2. PEAT MOSS SHALL BE SPHAGNUM PEAT MOSS, CANADIAN OR EUROPEAN VARIETY, FREE FROM ALKALI. 3. COMMERCIAL FERTILIZERS SHALL BE 16-6•8, AND 17-13-5, COMPLETE FERTILIZERS, 4. SOIL SULPHUR SHALL BE FIRST QUALITY COMMERCIAL GRADE. 5. FERROUS IRON SULPHATE SHALL BE FIRST QUALITY COMMERCIAL GRADE. 6. AGRICULTURAL GYPSUM SHALL BE FIRST QUALITY COMMERCIAL GRADE. 7. AMMONIUM SULPHATE SHALL BE FIRST QUALITY COMMERCIAL GRADE. 8. CALCIUM CARBONATE LIME SHALL BE FIRST QUALITY COMMERCIAL GRADE. 9. DOLOMITE LIME SHALL BE FIRST QUALITY COMMERCIAL GRADE. 10. POTASSIUM NITRATE SHALL BE FIRST QUALITY COMMERCIAL GRADE, 11, SINGLE SUPERPHOSPHATE SHALL BE FIRST QUALITY COMMERCIAL GRADE. 12. PERLITE SHALL BE FIRST QUALrTY COMMERCIAL GRADE. 13. ROOT HORMONE SHALL BE SUPER THRIVE OR HOR.MEX OR APPROVED EQUAL. 14. GAO-POWER ORGANIC BASE FERTILIZER AND SOIL CONDITIONER, GAO- POWER PLANTING TABLETS 7 GRAM (12-8·8) AND GRO-POWER PLUS AS MANUFACTURED BY SOUTHERN CALIFORNIA ORGANIC FERTILIZER COMPANY. INC. 2.02 TOP SOIL A. ROUGH AND FINISH GRADING WILL BE· PROVIDED UNDER THE EARTHWORK SECTION OF THESE SPECIFICATIONS. B. WHERE TOP SOIL IS REQUIRED, PROVIDE SANDY LOAMS. FERTILE. FRIABLE, NATURAL TOP SOIL, FREE FROM CLAY, SUBSOIL, ROCKS, STICKS AND OTHER FOREIGN MATERIAL. DO NOT TAKE FROM AREAS IN WHICH ARE GROWING NOXIOUS WEEDS SUCH AS MORNING GLORY. OXALIS, BERMUDA GRASS OR NUT GRASS. SOIL SHALL BE FREE OF DELETERIOUS ANO/OR HARMFUL FACTORS. 2.03 SOIL AMENDMENT A. SEE SPECIFIC NOTES. 2.04 MULCH A. SEE SPECIFIC NOTES. 2.05 TREE STAKES A. GENERAL: 1. HOSE FOR COVERING WIRES AND FOR STAKING TREES: PROVIDE NEW OR USED BLACK REINFORCED RUBBER GARDEN HOSE AT LEAST 112" DIAMETER. 2. TREE STAKES: OF PRESSURE-TREATED LODGEPOLE PINE, 10'-0" LONG BY 3" DIAMETER. DRIVE AT LEAST 2'-0" INTO NATIVE EARTH BELOW PLANT PIT AND NOT LESS THAN 3'-0" BELOW FINISHED GRADE 2.06 LANDSCAPE HARD MATERIALS A. SOIL SEPARATOR AND DRAINAGE MATTING: 1. MIRAFI 140N AVAILABLE FROM WHITECAP INDUSTRIES (714 541-5281). _ (OR APPROVED EQUAL). 2. WARREN'S TERRABOND #1114 GEOTEXTILE FABRIC (1-000--828-8882) 8. STAKING MATERIALS: 1. WOODEN STAKES SHALL BE ROUGH CONSTRUCTION HEART REDWOOD OR WATERPROOF LODGEPOLE PINE, AT LEAST 2" X 2" REDWOOO, 2" DIAMETER LODGEPOLE, ACTUAL DIMENSION AND NOT LESS THAN 10' LONG, FREE FROM LOOSE KNOTS, SPLITS OR BENDS, POINTED AT ONE END. ALL STAKES TO BE ONE OF THE ABOVE MATERIALS. LODGEPOLE PINE TREE STAKES ARE TO BE FULL LENGTH DIP-TREATED WITH COPPER NAPHTHANATE IN ACCORDANCE WITH FEDERAL SPECIFICATION TT-W-572, TYPE I, COMPOS1TION B. 2. HOSE FOR COVERING #10 GALVANIZED WIRE AT TRUNK TO BE NEW, GARDEN TYPE, GREEN IN OOLOR, 2-PLY REINFORCED RUBBER OR PLASTIC HOSE AT LEAST 112" IN DIAMETER. WIRE SHALL BE MOUNTED TO METAL PIPE STAKE WITH A 112" EYEBOLT. 3. WHEN A DOUBLE-STAKING METHOD IS USED, THE STAl<.ES SHALL BE BRACED BY HORIZONTAL MEMBERS (SEE DETAILS) OF 1" X 3" ACTUAL DIMENSION CONSTRUCTION GRADE PINE, FREE FROM LOOSE KNOTS, SPLITS OR BENDS. 2.07 PLANTING MATERIALS A. PLANT MATERIALS SHALL BE IN QUANTITIES AND SPACING INDICATED OR NOTED FOR EACH LOCATION AND SHALL BE OF SPECIES, TYPES, ETC., SYMBOLED AND DESCRIBED IN THE "PLANT LIST". PROTECT PLANTS IN TRANSIT AND AFTER DELIVERY TO THE PROJECT SITE. PLANTS IN BROKEN CONTAINERS WILL NOT BE ACCEPTED AND PLANTS WITH BROKEN BRANCHES OR INJURED TRUNKS WILL BE REJECTED. SHRUBS AND TREES ARE SPECIFIED BY CONTAINER SIZE AND SHALL BE FIRST CLASS MATERIALS IN LOCAL NURSERIES. ALL PLANT MATERIALS SHALL BE HEALTHY, VIGOROUS, WITH A GOOD ROOT SYSTEM AND SHALL BE FREE FROM PESTS OR DISEASE. ALL PLANT MATERIAL SHALL HAVE BEEN INSPECTED AND RELEASED BY THE COUNTY AGRICULTURAL INSPECTOR PRIOR TO DELIVERY ON THE JOB. ALL GROUND COVER PLANTS SHALL BE ROOTED IN FLATS OR CONTAINERS. SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT, IF AN ITEM IS PROVEN UNOBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE OR VARIETY ANO COST. ALL SUBSTITUTIONS ARE SUBJECT TO THE ARCHITECT'S WRITTEN APPROVAL. QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. TREES IN 24" AND LARGER BOX SIZES ANO PALMS SHALL BE INSPECTED AND APPROVED BY THE ARCHITECT PRIOR TO THEIR PLACEMENT FOR PLANTING, MATERIALS THAT DO NOT MEET THESE SPECIFICATIONS WILL BE REJECTED. B. SOD: PROVIDE WELL ESTABLISHED DISEASE-FREE, WEED-FREE SODS IN A HEALTHY VIGOROUS CONDITION AT A TIME OF PLACEMENT. C. NOMENCLATURE CONFORMS TO CUSTOMARY USAGE: FOR CLARIFICATION, THE TERM "MULTI-TRUNK" DEFINES A PLANT HAVING A MINIMUM OF THREE TRUNKS AND A MAXIMUM OF FIVE TRUNKS OF NEAR OR EQUAL DIAMETER. 2.08 OTHER MATERIALS A. MATERIALS NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION SHALL BE AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE OWNER. PART 3 • EXECUTION 3.01 SURFACE CONDTIONS AND PROTECTION OF PROPERTY A. PRIOR TO EXCAVATION FOR PLANTING OR PLACING OF STAKES, LOCATE ALL ELECTRIC CABLES, CONDUITS AND ALL UTILITY LINES SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN LINES AND PLANT LOCATIONS, PROMPTLY NOTIFY THE ARCHITECT, WHO SHALL ARRANGE FOR RELOCATION OF ONE OR THE OTHER. FAILURE TO FOLLOW THIS PROCEDURE PLACES UPON THE CONTRACTOR THE RESPONSIBILrTY TO REPAIR DAMAGES AT HIS OWN EXPENSE WHICH RESULT FROM WORK HEREUNDER. • 3.02 GRADING A. WHERE ANY PORTION OF THE IRRIGATION SYSTEM IS INSTALLED AFTER GRADING AND THE FERTILIZING HAS BEEN PERFORMED, REFILL ANO RE- FERTILIZE THE UPPER PORTION OF THE BACKFILL IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION. B. FINE GRADING: UPON COMPLETION OF ROUGH AND FINISH GRADING. PERFORM REQUIRED FINE GRADING OF PLANTING AREAS: 1. DO NOT WORK THE SOIL WHEN MOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION WILL OCCUR, NOR WHEN SOIL IS SO DAY THAT CLODS WILL BREAK READILY. 2. APPLY WATER, IF NECESSARY. TO PROVIDE IDEAL CONTENT FOR TILLING AND FOR PLANTING. 3. GRADE SO AS TO ANTICIPATE THE FINISHED GRADE: A. REMOVE OR RE-DISTRIBUTE EXCESS SOIL BEFORE THE APPLICATON OF FERTILIZER AND MULCH. B. WHERE SOIL IS TO BE REPLACED BY PLANTS AND MULCH. MAKE ALLOWANCE TO PREVENT DEFICIENCY IN THE DEPTH OF I\IIULCH WHEN FINAL GRADING IS COMPLETED. 4. BEFORE AND DURING PRELIMINARY FINE GRADING, DIG OUT AND REMOVE All WEEDS AND GRASSES. DISPOSE OF OFF-SITE. C. GRADES AND ELEVATIONS: WHEN FINE GRADING IS COMPLETED (INCLUDING WEEDING AND FERTILIZING), AND THE SOIL HAS DRIED SUFFICIENTLY TO BE READILY WORKED, GRADE THE LAWN AND PLANTING AREAS TO THE ELEVATIONS SHOWN ON THE DRAWINGS; 1. WHERE GRADES ARE NOT OTHERWISE INDICATED, PROVIDE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. 2. MAKE MINOR ADJUSTMENTS OF GRADE WHERE SO DIRECTED BY THE ARCHITECT. 3. PROVIDE FINISHED GRADES WHICH ARE EVEN, UNIFORM AND WITHOUT ABRUPT CHANGE OF SURFACE. 4. SLOPE SOIL AREAS AWAY FROM STRUCTURES TO ALLOW NATURAL RUN-OFF OF WATER, REMODELING SURFACES AS REQUIRED TO DO SO. GRADE LOW SPOTS AND POCKETS WHEN SOIL IS A OPTIMUM MOISTURE CONTENT FOR WORKING. 5. PROVIDE FINAL FINISHED GRADES IN PLANTING AREAS 1-112" BELOW PAVING AND CURBS OR AS SHOWN ON THE DRAWINGS. 3.03 SOIL CONDffiONING FOR PLANTING NOT OVER CONCRETE STRUCTURAL SLAB A. GENERAL: 1. IN PREPARING THE SOIL. MIX IN AN AREA ADJACENT TO THE PLANTING WORK. 2. USE A SUIT ABLE MEASURING CONTAINER AND ACCURATELY PROPORTION THE MATERIALS. 3. DISPOSE OF UNUSED MATERIALS OFF THE SITE. 4. PROTECT THE MIX FROM WATER UNTIL rT HAS BEEN PLACED IN BACKFILL AROUND THE PLANTS AND IN THE PLANTING AREA. 8. PLANTING AREAS: CULTIVATE TO A LIGHT FRIABLE CONSISTENCY. USING A ROTOTILLER OR SIMILAR MACHINE TO TILL IN A MINIMUM OF TWO DIRECTIONS THE FOLLOWING MATERIALS PER 1,000 SQUARE FEET IN TO THE TOP 6" OF SOIL AND WATER-IN IMMEDIATELY: 1. SEE SPECIFIC NOTES FOR MIX. MIX SHALL BE PER SOIL TEST RESULTS (PER LANDSCAPE MANUAL). C. MULCHING: SEE SPECIFIC NOTES. 3.04 PLANTING TREES, SHRUBS AND GROUND COVER A. GENERAL: 1. PLANT NURSERY STOCK IMMEDIATELY UPON DELIVERY TO THE SITE AND APPROVAL BY THE ARCHITECT. EXCEPT THAT. IF THIS IS NOT FEASIBLE, HEEL-IN THE BARE-ROOT AND BALLED MATERIAL WITH DAMP SOIL TO PROTECT FROM SUN AND WIND 2 REGULARLY WATER NURSERY STOCK IN CONTAINERS AND PLACE THEM IN A COOL AREA PROTECTED FROM SUN AND DRYING WIND 3. DO NOT PLANT UNTIL IRRIGATION SYSTEM INSTALLATION IS COMPLETED, AND UNTIL FINAL GRADES ARE ESTABLISHED AND APPROVED. 4. PLANT LOCATIONS SHOWN ON THE DRAWINGS ARE TENTATIVE AND SUBJECT TO MINOR MODIFICATION IN THE FIELD AS DIRECTED BY THE ARCHITECT. MAKE SUCH MODIFICATIONS OF LOCATION AT NO ADDITIONAL COST TO THE OWNER. 5. SET PLANTS SO THAT WHEN SETTLED THEY WILL BEAR THE SAME RELATION TO THE NATURAL GRADE IN THE CONTAINER. 6. ALL LANDSCAPE AREAS SHALL BE CROSS-RIPPED OR TILLED TO A DEPTH OF 12". 7. THE LANDSCAPE ARCHITECT SHALL APPROVE ALL PLANTING AREAS PRIOR TO THE INSTALLATION OF ANY MATERIALS. PLACEMENT OF PLANT MATERIALS SHALL BE APPROVED BEFORE HOLES ARE DUG. STAKE PLANT LOCATIONS AND SECURE APPROVAL FROM LANDSCAPE ARCHITECT BEFORE EXCAVATING PIT, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. 8. SPECIMEN TREES SHALL BE LOCATED PRIOR TO INSTALLATION OF IRRIGATION SYSTEM AS DIRECTED BY LANDSCAPE ARCHITECT, 9. PLACE EACH PLANT IN THE CENTER OF THE PIT, AND BACKFILL WITH THE PREPARED SOIL: A. DO NOT USE WUDDY SOIL FOR BACKFILLING, B. 00 NOT FILL ABOVE THE CROWN C. CUT OFF BROKEN AND FRAYED ROOT. 8. PLANTING TREES 36" BOX SIZE: 1, THE PLANTING PITS FOR 36" BOX AND LARGER CONTAINER AND PALMS SHOULD BE EXCAVATED TWICE THE DIAMETER AND TWO FEET DEEPER THAN THE ROOTBALL WITH ROUGHE(}clN SIDES. IN ADDITION A 12" DIAMETER HOLE SHOULD BE AUGERED TO A MINIMUM DEPTH OF 20' OR UNTIL SANO LAYER IS HrT (WHICHEVER IS GREATER) BELOW THE BOTTOM OF THE PLANTING PIT. A CLEAN COARSE GRAVEL SHOULD BE USED FOR BACKFILL IN THE AUGERED HOLE AND TO THE DEPTH OF THE ROOTBALL FOR PALMS ONLY. INST ALL FILTER FABRIC (SEE COVER ABOVE) CONTINUOUS IN THE BOTTOM OF THE PLANTING PIT. THE BACKFILL MIX FOR USE AROUND THE ROOTBALL SHALL BE CLEAN WASHED SAND. C, PLANTING SHRUBS AND GROUND COVER: 1. PLANT SHRUBS AND VINES IN PITS AT LEAST 12" GREATER IN DIAMETER THAN THEIR BALL OF EARTH, AND AT LEAST 6" BELOW THE BOTTOM OF THE BALL 2. LOOSEN THE COMPACTED SOIL AT BOTTOM OF PITS. AND FILL WITH THE SPECIFIED MIX, TO THE BOTTOM OF THE BALL. 3. SET THE PLANT AND BACKFILL TO THE REQUIRED GRADE WITH THE SPECIFIED MIX, THOROUGHLY TAMPING AND WATERING, 5. PREPARE DEPRESSED WATER BASIN AS WIDE AS Pl.ANT BALLS AT EACH PLANT. WATER THOROUGHLY, BACKFILLING VOIDS WITH THE PREPARED MIX. D. WATERING BASIN: CONSTRUCT A MOUND OF SOIL AROUND EACH TREE ANO PLANT TO FORM A WATERING BASIN, PLACED AT THE EDGE AND FOLLOWING THE SHAPE OF THE ROOT BALL: 1. MAKE BASIN BERMS FOR TREES AND SHRUBS AND FROM 5 GALLON AND LARGER CONTAINERS AT LEAST 4' HIGH. UNLESS OTHERWISE DIRECTED MAKE OTHER MOUNDS AT LEAST 2' HIGH. ' 2. ON SLOPES. CONSTRUCT HALF-MOUNDS ON THE LOWER SIDE IF FULL MOUNDS ARE NOT PRACTICAL. 3. AFTER WATERING, REFILL SETTLEMENT WITHIN THE BASINS TO THE REQUIRED GRADE, USING THE SPECIFIED MIX. 4. WATERING BASINS SHALL BE PLANTED WITH GROUND COVER IN NORMAL PATTERN. 3.05 PLANTING LAWNS A. GENERAL: 1. PREPARE THE AREAS AS PREVIOUSLY SPECIFIED. THAN RAKE AND ROLL TOA SM<X>TH ARM SURFACE WITH UNIFORM GRADE. 2. SECURE THE ARCHITECT'S APPROVAL OF PREPARED AREA PRIOR TO PLANTING. USE SOD UNLESS SEED IS SPECIFICALLY REQUESTED, 8. SOD INSTALLATION: 1 -INSTALL SOD WITHIN 24 HOURS AFTER ITS DELIVERY TO THE JOB SITE. 2. SET 500 TIGHT, WITHOUT GAPS BETWEEN PIECES, ANO ROLL WITH A 200 POUND, WATER-BALLAST ROLLER IMMEDIATELY AFTER THE FIRST WATERING. 3. KEEP SODDED AREAS THOROUGHLY WATERED AND CONTINUOUSLY MOIST AS REQUIRED TO ASSURE CONTINUED GROWTH AND TO MA/NT AIN HEAL THY CONDITION. 4. PROTECT SODDED AREAS BY ERRECTING TEMPORARY FENCES, BARRICADES, SIGNS AND OTHER PROTECTION AS NEEDED. 5. WHERE SODDED AREAS DO NOT SHOW A PROMPT VIABLE RESPONSE OF GRASS, RE-500 AS ORIGINALLY SPECIFIED AT TEN DAY INTERVALS UNTIL AN ACCEPTABLE STAND OF GRASS IS ASSURED. 3.06 WATERING A. IMMEDIATELY AFTER PLANTING, APPLY WATER TO EACH TREE, VINE AND SHRUB IN A MODERATE HOSE STREAM IN THE PLANTING BASINS UNTIL THE MATERIAL ABOUT THE ROOTS IS COMPLETELY SATURATED FROM THE BOTTOM TO THE TOP: 1. PROVIDE THOROUGH WATERING OF GROUND COVER BY MEANS OF THE IRRIGATION SYSTEM WITHIN ONE HOUR AFTER GROUND COVER PLANTING. 2. ,.PPL Y WATER IN SUCH QUANTITIES, AND AT SUCH INTERVALS, AS ARE REQUIRED TO KEEP THE GROUND MOIST AT ALL TIMES WELL BELOW THE ROOT SYSTEM OF GRASS AND OTHER PLANTING, 3. PROVIDE HOSE WATERING FOR PLANTS WHICH CANNOT BE EFFICIENTLY WATERED WITH THE IRRIGATION SYSTEM. 3.07 TREE STAKING A. TREES 24" BOX SIZE AND LARGER. SEE DETAILS 3.08 MAINTENANCE A. B C. D. E. F. MAINTAIN PLANTING, STARTING WITH THE PLANTING OPERATIONS AND CONTINUING FOR 90 CALENDAR DAYS AFTER PLANTING AND APPROVED BY THE ARCHITECT. WORK INCLUDED: 1 INCLUDE WATERING, WEEDING, CULTIVATING, CARING FOR THE PLANTS. EDGING. MOWING. SPRAYING, PRUNING AND OTHER ACTIVITIES REQUIRED TO KEEP THE PLANT MATERIALS IN A HEALTHY GROWING CONDITION AND TO KEEP THE PLANTED AREAS NEAT AND ATTRACTIVE DURING THE MAINTENANCE PERIOD. 2. PROVIDE EQUIPMENT AND MEAN$ FOR PROPER APPLICATION OF WATER TO THOSE PLANTED AREAS NOT EQUIPPED WITH AN IRRIGATION SYSTEM. 3. PROTECT PLANTED AREAS AGAINST DAMAGE, INCLUDING EROSION AND TRESPASSING, BY PROVIDING AND MAINTAINING PROPER SAFEGUARDS. 4. WHERE LAWN AREAS HAVE REQUIRED RE-SODDING, MAINTAIN SUCH RE- SODDED AREAS FOR AT LEAST 30 CALENDAR DAYS UNLESS OTHERWISE APPROVED BY THE ARCHITECT. 5. MOW THE GRASS WITH A REEL-TYPE MOWER, EQUIPPED WITH ROLLERS BEFORE THE AREAS EXCEED 3" IN HEIGHT SUT NOT LESS THAN 2". COLLECT THE GRASS CLIPPINGS DURING MOWING OPERATIONS AND REMOVE FROM THE SITE. 6. AFTER EACH CUTTING, TRIM THE EDGE OF THE GRASS TO A NEAT AND UNIFORM LINE. 7. AFTER THE INITIAL MOWING, MOW GRASS A MINIMUM OF ONCE EACH SEVEN DAYS, WITH A FINAL MOWING FOUR DAYS PRIOR TO THE END OF THE MAINTENANCE PERIOD, MAKE A FERTILIZER APPLICATION THREE DAYS AFTER THE FINAL MOWING USING ,MATERIAL SPECIFIED IN SPECIFIC NOTES AT THE RATE OF 5 POUNDS PER 1,000 SQUARE FEET AT THE END OF THE MAINTENANCE PERIOD, ALL PLANT MATERIAL SHALL BE IN A HEALTHY GROWING CONDITION, EXCEPT THAT REPlACEMENTS REQUIRED BECAUSE OF VANDALISM OR OTHER CAUSES BEYOND THE CONTROL OF THE CONTRACTOR ARE NOT PART OF THE CONTRACT. REPAIRS: 1. EXTERMINATE GOPHERS AND MOLES, AND REPAIR DAMAGE. 2. WHERE DEPRESSIONS ARE CAUSED BY VEHICLES, BICYCLES OR OTHER TRAFFIC, FILL WITH TOPSOIL AND ADD THE REQUIRED MULCH. . FERTILIZING: FERTILIZE SHRUBS ANO GROUND COVER WITH TWO APPLICATIONS OF GAO-POWER PLUS FERTILIZER AT THE RATE OF 25 POUNDS PER 1 000 SQUARE FEET, ONCE EVERY 45 DAYS STARTING 45 DAYS AFTER INSTALLATION OF AREA, DISTRIBUTED UNIFORMLY. WATER THOROUGHLY IMMEDIATELY AFTER APPLICATION. EXTENSION OF MAINTENANCE PERIOD: CONTINUE THE MAINTENANCE PERIOD AT NO ADDITIONAL COST TO THE OWNER UNTIL PREVIOUSLY NOTED DEFICIENCIES HAVE BEEN CORRECTED. END OF SECTION ~ C t,i·, .,; ·.'t' ... , fil:'_ ~_: Y -⇒... . >> . APPROVED FOR PLANTING AND IRRIGATION ONLY, ----~ ~ ~ N7'M ,,,, ~ -_,,. -..,__ 8 AS BUILT' TITLE---'---~--~-DATE INCLUDING PRECISE 1-R-EV-l-Ew'_E_D -BY-,-------~ LOCATION OF PLANTING AREAS INSPECTOR DATE 1------...........+---+-----------------+----l------ifsttrulg CITY OF CARLSBAD I SH9ITTS I ;::Lk!U==='--'====P::L:::AN::::N:::::I:::::N::G=D:::E::P=A:::::R:::::TM::::E'::N:::::T::==:::'.-=::===! DA TE INITIAL OAT£ INITIAi. DATE INITIAi. ENGINEER Of lliOR!( REVISION DESCRIPTION OTl£R N'l'lllVAL QTY APPROVAL FARADAY COURT SPECIFICATIONS APPROVED, ;A,,./~ (ik __ '""" .. =fe-"'7.:.;,,;,_,_ .7_:_;:_;::_...::W?-4-:+-==-------'--'--/ l Pr-92 ASSISTANT Pi/ANNING niRECT□R DATE DWN BY: I CHKO BY: __ _ RVw'D BY• _ PROJECT NO. PUD67 I DRAWING NO. _ 335-6L C.M.W.D. 93-310