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HomeMy WebLinkAboutDWG 364-7L; PD 484; Callaway Golf Ball Facility; 01-20SIGNAGE NOTES SEE Tl-IE CONSTRUCTION DOCUMENTS FOR LOCATIONS OF 'RECLA!MED WATER \JOTIFICATION SIGNS AT PROJECT VEI-IICULAR ENTRIES AT Tl-IE TIME CF CONVERSION TO RECLAIMED WATER, TI-IESE SIGNS WILL BE INSTALLED BY Tl-IE OllNER IN COMPLIANCE WITI-I Tl-IE CITr REGULATIONS FOR RECLAIMED WATER .AT Tl-IE TIME OF CONVERSION, ALL CONTROLLERS WILL BE LABELLED WITI-I A PEf<tlANENT SIGN ON Tl-IE OUTSIDE DOOR OF Tl-IE CONTROLLER TI-IAT REAPS 'RECLAIMED WATER USED FOR IRRIGATION' IN 00TH SPANISH AND ENGLISI-I Tl-IE FOLLOWING GUIDfa.lNES i'OR Tl-IE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE Tl-IE POOR OF EACI-I CONTROLLER WI-IERE TI-IEY ARE EASILY VISIBLE. PLACE ON 8-1/2' X II' SIZED SIGN. COLOR PURPLE BACKGROUND WITI-I BLACK LETTERING. L GUIDELINES FOR RECLAIMED WATER USE A IRRIGATE BETlJJEEN Tl-IE I-IOURS OF 1000 PM. AND 6,00 AM. ONL r. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITf-1 QUALIFIED SUPERVISORr PER50NNE .. ON-SITE. NO SYSTEM Sf.lALL AT ANY T'ME BE LEFT UNATTENDED DURING USE OUTSIDE Tl-IE NORMAL S~EDULE B. IRRIGATE IN A MANNER TI-IAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. Tl-IE APPLICATION RATE SI-IALL NOT EXCEED Tl-IE INFILTRA~ION RATE OF Tl-IE SOIL TIMERS HUST BE ADJLiSTED SO AS TO BE COMPATIBLE WITI-I Tl-IE LOWE&T &oil INFILTRATION RATE PRESENT. THIS PROCEDURE MAr BE FACILITATED Br Tl-IE EFFICIENT SCI-IEDULlt,,G OF Tl-IE AUTOMATIC CONTROL CLOCKS. (IE, EMPLOYJt,,G Tf.lE REPEAT FUNCTION TO BREAK UP Tl-IE TOTAL IRRIGATION TIME INTO CYCLES TI-IAT WILL PROMOTE MAXIMLt1 &oil ABSORPTION!. C ADJUST SPRAY I-IEADS TO ELIMINATE OVERSFRAY ONTO .Li.REAS NOT UNDER Tl-IE CONTROL OF Tl-IE CUSTOMER FOR EXAMPLE, POOL DECKS, "'RIVATE PATIOS AND LOT&, AND STREETS AND SIDEWALKS. D. MONITOR AND MAINTAIN Tl-IE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER I-IEAD5, LEAKS, UNRELIABLE VALVES, ETC, SI-IOULD BE REPAIRED AS SOON A5 TI-IEY BECOME APPARENT. E. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OR THE PRESENCE OF RECLAIMED WATER PERSONNEL HUST BE INFOf<tlED Tl-IE RC WATER 15 MEANT FOR IRRL. PUP05ES ONLY. AND 15 NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL, WASHING, ETC. GIVEN Tl-IE 1-!IGN TURNOVER RATE OF EMPLOYEES IN Tf.lE LANDSCAPE INDUSTRY, IT i5 IMPORTANT Ti--115 INF~ATION BE DISSEMINATED ON AN ALMOST DAIL r BA515. IT 15 YOU, Tl-IE LANDSCAPE CONTRACTOR, Wi-10 15 RESPONSIBLE FOR EDUCATING EA~ AND EVERY ONE OF YOUR EMPLOYEES F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CI--IANGE5 AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES 5UCI-I CI-IANG.E5 MUST BE SUBMITTED TO AND APPROvED BY, Tl-IE DISTRICT ENGINEERING CfflCE AND DESIGNED IN ACCORDANCE WITI-I DISTRICT STANDARDS. L ALL RECLAIMED WATER SPRINKLER CONTROL VALVES 51-!ALL BE TAGGED WITf.l lDEN"IFICATION TAC,6_ A TAGS ShALL BE WEATI-IERF'ROOF PLASTIC, 3'x 4', PURPLE IN COLOR, WITf-1 THE 11.t>RDS 'WAFt<ING RECLAl'1EP WATER· ::JO NOT_ DRINK' ------- IMPRINTED ON ONE SIDE, AND 'AVl50 • AGUA iMPURA-NO TCMAR' IMPRINTED ON Tl-IE OTI-IER SIDE IMPRINTING 51-!ALL BE PER"IANENT Pl-JD BLACK IN COLOR U5E TAG$ AS HANlfACTUREP BY T. Cl-IRIS, ENTERPRISEP OR AFWOVEP EQUAL B. ONE TAG SI-IALL BE ATTACf.lED TO EACI--I VAL VE AS FOLLOWS I. ATTACl-l TO VAlvE 5TEM DIRECTL r OR w1rn PLASTIC TIE-WRAP OR 2. ATT ACl-l TO SOLENOID WIRE DIRECTLY OR WITf-1 PLASTIC TIE-WRAP 3. ATTACf-1 TO vALvE COYER UJITl-1 EXISTING VALVE COVER BQT 2 ALL SPRINKLER I-IEADS 51-iALL BE IDENTIFIED A5 RECLAIMED WATER Sf'RR-lKLER I--IEAD5 2. EACI-I AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT 51-1ALL BE IDENTIFIED WITI-I A SIGN BEARING Tl-lE WORDS 'RECLAIMED WATER U5ED FOR IRRIGATION' IN ENGLISH AND SPANIS/.t, Wl"i-1 BLACK LETTERS I' I-IIGI-I ON A PURPLE BACKGROUND. Tl-IE SIGN SI-IALL BE PLACED &o Tl-lAT IT CAN BE READIL y SEEN Br ANr OPERATIONS PERSONNEL UTILIZING Tl-IE EQUIPMENT INSPECTION PROCEDURES INSPECTIONS 13Y THE CITY'S LANDSCAPE ARCHITECT ARE REQUIRED DURING THE INSTALLATION OF Tl-IE LANDSCAPE IMPROVEMENTS ON THIS FROJl=CT. THE$!= IN5FECTION& MU&T 13E MADI= AND THE I.I.ORK ACCEFTEP l"ff THE CITY LANDSCAPE ARCHITl=CT eEFORE THE FROJECT CAN RECEIVE FINAL ACCEPTANCE FROM THI: CITY. I. CITY CONSTRUCTION_ 1~£,FECTION &HALL INCLUDE, A LOCATION OF PIPE LINES. 2 3 6. TRENCH DEFT~. C. REQUIRED SEPARATION /HORIZONTALLY AND VERTICALL rJ P. PIPE IDENTIFICATION. E. POINTS-OF-CONNECTION (FCC'&!. F LOCATION AND IDENTIFICATION Cf SPRINKLER I-IEADS G WARNING SIGNS AT THE SITE AND ON Tl-IE TRUCK5 I-IAULING RECLAIMED WATER (IF RECU\IMEP WATER 15 USED FOR CONSTRLJCTiON) AN APFROvAL LETTER REGARDINu Tl-IE INSPECTION OF Tl-IE PROJECT 51-!ALL BE OBTAINED FROM Tl-IE CITY OF CARLSBAD AND BE FORWARDED TO THE COUNTY 9EPARTMENT ENVIRONMENTAL I-IEALTl-l 5ERVICES PRIOR TO FINAL INSPECTION APPROVAL Dl5TRICT FINAL INSPECTION 5!-IALL INCLUDE, A COVERAGE TEST, AFTER COMPLETION OF Tl-IE SPRINKLER 5r5TEM, TO DETEFtllNE Tl-IE ADEQUAcr OF COVERAGE ON Tl-IE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER B. WAI-NIN'..', SIGNS AND LABELS. C QUICK COUPLING VAL vES D ALL ASPECTS CF Tl-IE IRRIGATION CONDITIONS INCLUDINu WINDBLOUN SPRAY, RUNCff, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. ~-REQUIRED PROTECTION CF WELL, STREAMS, RESERVOIRS, ETC G. CROSS-CONNECTION ANNUAL NSFECTION SHALL INCLUDE A COMPLETE INSPECTION Sf.lOULD COVER PART A PART BAND PART G CF Tl-IE DISTRICTS FINAL INSPECTION. SHEET INDEX TITLE SHEET HARDSCAPE PLAN HARDSCAPE ENLARGEMENT HARDSCAPE ENLARGEMENT PLANTING PLAN PLANTING PLAN IRRIGATION PLAN IRRIGATION PLAN 1 2 3 4 5 6 7 8 HARDSCAPE DETAILS PLANTING DETAILS IRRIGATION DETAILS/NOTES IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION DETAILS SPECI FICA TIO NS RECLAIMED WATER NOTES: 9 10 11 12 13 14 15-20 I. ALL WORK &HALL BE DONE IN ACCORDANCE WITH THE CARL56AD MUNICIPAL WATES.: DISTRICT'S 'CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER HAINS' DAT!=D OCT. l':l':l3. 2. DRINKING FOUNTAINS SHAi..L BE PROT!=CT!=D FROM SFRAY OF R!eCL.AIMED WATER. BE&T MANAGEMENT FRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WATER !=NCROACHHENT ON F'LJBLIC FACILITIES SUCH AS FICNIC TABLES, BBQ"S, FLAYGROUNDS, SAND TOT LOTS, ETC 3. BEST HAi'-.Ac;EMENT PRACTICES 51-+ALL BE U&f:D TO ELIMINATE OR CONTROL TO Tl-IE BEST EXT!=NT FOS51BLE, PONDINC,, RUN-OF!', OVER SPRAY AND HISTINC.. 4 HOSE BIBBS ARE S'RICTL Y PROHIBITED. S. ON-SITE CROS5-CONNECTIONS BETWEEN RECLAIMED WAT!=R LINES AND FOTABL!= WATER LINES ARE STRICTLY PROI-IIEIITED b. NO &UBTITUTION OF FIFE MATERIAL& WILL BE ALLOWED WITHOUT PRIOR AFFROVAL OF THE CARLSBAD HUNICIFAL WATER Dl5TRIC1". _r,. 7. ALL ON-SITE PIPES SI-IALL I-IAVE WARNING TAFE FER CAesl.SBAD HUNICIFAL WATER DISTRICT -I' RULES AND REC.ULATIONS 8. THE IRRIC.ATION SY&TEMS &HALL. RUN BETLLEEN 112',12'12' FM. AND 0,012' AM. THE FOLLOWING MORNING (5FOT IRRIGATION COULD BE DONE AT A DlffERENT -1HE! W/ QUALIFIED SUPERVISION FER&oNNEL ON-&ITE. 9 PROVIDE A MINIMUM OF AT LEAT re· COVER OVER ALL WIRINC, AND FIFING. AND REGULATIONS 10. NON-DESIGNATED USE AREAS &HALL BE PROTECTED FROM CONTACT W!TH RECLAIMED WATER. WI-IETHER BY WIND BLOUN &FRAY OR BY DIRECT APPLICATION TI-IROUGI-I IRRIC.ATION OR OTI-IER U&E. LACK OF PROTECTION, WI-IETI-IER BT DE&IGN, CONSTRUCTION PRACTIC!= OR SYSTEM OPERATION, IS STICTL Y PROHIBITED. II. IRRIGATION HEADS Sl-'ALL REL=ATE OR ADJUST HEADS TO PREVENT OVER-SPRAY ON SIDEWALKS. STREETS AND NON-DESIGNATED USE AREAS. 12. RECLAIMED WATER QUICK COUFLINC, VALVE& SHALL BE A TTFE DESIGNED FOR THE USE ON RECLAIMED U,ATER Dl5TRl13UTION SYSTEM& /&FIKE& NOT EXCHAC;EABLE WITH POTABLE WATER QUICK COUPLER SPIKES! FER CAesl.SBAD MUNICIPAL WATER DISTRICT'S RULES AND REC.ULATIONS. :3_ ME,.!=R5 SHALL BE SIZED BY '"HE CAesl.&BAD HUNiCIPAL WATER DISTRIC,._ 4. ALL IRRIC.ATION "'IFES SI-IALL 13E 5TENCILED WITI-I Tl-IE WAl',};ING. 'NON-FOTABL!= WATER' OR 'RECLAIMED WATER', COLOR-CODED (PURPLE! AND LAID WITI-I WARNING TAFE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH FER FER THE CARLSEIA;:, MUNICIFAL WATER Dl&TRICT'& RULES AND REC.ULATION&. '5. ALL POTABLE WATER AND RECLAIMED WATER FIFING &HALL BE IN&TALLED WITH THE STENCILING ORIENTED TOWARD THE TOF OF Tl-IE TRENCH. 10. WI-IEN A POTABLE WATERLINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE 5LEEVE THE SLEEVE 5HA~L EXTEND le> FEET FROM EACH SIDE, FROM THE CENTERLINE OF POT ABLE LINE, FOR A TOT AL OF 20 FEET. 11 A le> FOOR HORIZONTAL 5EFARATION BETLLEEN FOTABLE WATER RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE FOTABLE LINE MU&T BE IN&TALLED ABOVE THE RECLAIMED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETLIA=EN UTILITIES MUST BE MAINTAINED AT ALL TIMES. ;jc: 1':l. DEVELOPER / CONTRACTOR& SHALL CONDUCT A CROSS-CONNECTION IN5FECT 10N TEST AND COVERAGE TE&T AS DIRECTED BY THE CARI.SBA;:) MUNICIPAL WATER DISTRICT ENGINEER OR Tl-IE 5AN DIEGO COUNTY DEFARTMENT OF ENVIRONMENTAL HEALTH. PRIOR TO At-.Y U5E OF RECLAIMED WATER 20 QUICK COUFLING VALVE& USED IN RECLAIMED WATER &YSTEM5 &HALL CONFORM TO Tl-IE FOLLOWING, RECLAIMED WATER QUICK CA.P,;;LING VALVE& USED IN RECLAIMEP WATER 5Y5TEM5 51-!AL-I-IAvE ACM;;: TYPE THREAD& (5FIKE5 NOT INTERCHANC.EABLE WITH POT ABLE WATER QUICK COUFLER &FIKE&) AND FURFLE COLORED L=KING COVERS FERMANENTLT ATTACI-IED TO THE VALVE. QUICK COUPLING VALVES SI-IALL BE NELSON NO. 764;',, HUNTER NO. HVhVOA-esl.-NF OR APPROVED EQUAL. 21. AN ANNUAL CRO&&-CONNECTION INSPECTION &HALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISffiCT OR &AN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COFIES OF THE INSPECTION REPORT& WILL BE FORWARDED TO THE NON-INSPECTING FARTr :f 22. DEV!::LOFER SHALL SHOW THE L=ATION OF RC. Sic.NS 'DC NOT DRINK' ON THESE PLAN&. :f 23 AN ON-SITE USER/SUFERVl50R 51--<ALL BE DESIGNATED IN u.RITING. THIS INPIVIDUAL SHALL BE FAMILIAR WITH THE PLUMBING &YSTEHS WITI-IIN THI: PROPERTY. WITH THE BASIC CONCEPTS OF BACKl=LOW/ CROSS-CONNECTION PROTECTION, Tl-IE RECLAIMED PURVEYOR'S RULES AND R!eGULATIONS. AND THE SPECIFIC REQUIREMENTS OF A RECLAIH!:D WATER 5Y5TEM. COFIES OF Tl-IE DE&IC,NATION WITH CONTACT PHONE NUMBER& SHALL BE PROVIDED TO Tl-IE CARLSBAD MUNICIFAL ~ ' WATER DISTRICT AND THE $AN DIEC.O COUNTY DEPARTMENT OF ENVIRONMENTAL I-IEALTH. Ill \.) IN CASE OF EMERr.;;ENCY CONT ACT JIM OWEN AT (lbe>) ':l30-5b52 C) •••-•-=••M••=--•~ OR AFTER HOUR& CONT ACT JIM OLLEN AT /lb@! ':130-5052 e•ffl--~,•Le~-- ;/". ITEM& NO. B,1'3, AND 23 &HALL BE REQUIRED JLIST FRIOR TO THE ACTUAL U&E OF THE RECLAIMED WATER &YSTEM. ITEM NO. 22 THE SIGNAGE PLAN &HALL BE A FART OF THE I. F. BUT THE ACTURAL ACTUAL SIC.NS t TAGS WILL BE INSTALLED JUST FRIOR TO ACTUAL USE OF RC. WATER 24. SHOW ALL F'LJBLIC, PRIVATE FOTABLE WATER MAINS ON IHFROVEHENT PLANS. 2;',. ON RECLAIMED WATER SY&TEM&, ALL APF'URTENANCE& <&PRINKLER HEADS, VALVE BOXES, ETC.! SHALc.. BE COLOR CODEP F'URFLE FER ALLI.UA GUIDELINES AND 5ECTiON 412'4954 OI' THE CALIFORNIA I-IEAL Tl-I AND SAFETY CODE. I \ \ \ CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES NO. DESCRIPTION APPROVED DATE ~ .~ z: ~-· ••'-• "'" CALLAWAY GOLF 8-Z7• 98 DEVELOPERS NAME, ~·,._,_.~ DESCRIPTION . WILLIA~ E. PLUMMER ADDRESS: 2285 RUTI-IERfORD ROAD DISTRICT ENGINEER R.C.E. 28176 ~r,,,. ~-------' ·~--"""'"'"'~ ... TELE:Pf\ONE.; /7012') LOCATION SAN DIEGO COUNTY DEPARTMENT OF 930-5052 ~-=12~~A~AAt RECORD FROM 8-l._$'-<:fY ·-·~•-= ELEVATION DATE PLAN PREPARED, ·-BY: APPROVED BY: OAT[ ••-•vu•,.~~- LANDSCAPE IMPROVEMENT PLANS (PRIVATE) RECLAIMED WATER SYSTEM CALLAWAY GOLF GOLF BALL FACILITY CARLSBAD, CALIFORNIA ,------------------------- ------. --------7''--T FROPO&ED FIRE SERVICE LEGEND @ 'DO NOT DRINK' Slc.NAGE [rill RECLAIMED WATER METER FOR IRRIGATION --FROFOSED RECLAIMED IRRIGATION HAINLINE --POTABLE WATER SERVICE ---EX15T!NG FOTABLE IRRIC.ATION HAINLINE P.O.C. LOCATION OF CONNECTION FOINT&- METER 4 BACKl=LOW FREVENTION L2J AREAS OF FROF05ED RECLAIH!=D WAT!=R U5E APPROVE:D; (SEE CIVIL DRAWINGS) \ . ~~ KE-Y MAF ""'=e .,---aACK LOC.O / -A.11'1'1.E SACKRO.W 11.WsN~ f,11:Q..AIMl:D illAta,! po ""' """' I' I'll-ACK LfTTE AV'IW•AlUA tRFA NO TCMA~ lllT>J WAl<NINGI f<ECI.A~ WATER DO NOT DRINK ~CLAIMED WATER AVISO-l<ll.lA IMFUl'tA N TCMAR 18' X la' 51ZE !2' X 36' 51,tE ~ I' 6LACK LETTEIO/l l' 5LAcK LEffis5 .,,. AIJ.HW-1. 1!1W ABS P(_A5TIC OR 5tlcK-G1'4 VIN'fL Bir.NS ,,,. ALLMl,li.J1_ flJMl! ABS PLA5tlG OR 5TICK-G1'4 VINYL SIGNS TY0 1CAL SIGNS DECLARATION OF RESPONSIBLE CHARGE I HEREeY DECLARE THAT I AM LANPSCAPI= ARCHITECT OF THE llJORl<. FOR THl5 Fl<OJECT. THAT I HAVE EXERCleED RE5FON516LE CHAFl!:,E OVER THE DESIGN OF THIS Fl<CJECT A5 DEFINED IN SECTION ble>3 OF THE 13U51NE55 FROF!:5510N5 COPE AND THE P!:51GN 15 CONSIST!:N WITH CURR!=NT STANDARDS. I UNDERSTAND THAT THI: CHECK Cl' F1'<0JECT PRAIIJIN<.5 AND 5FECIFICATION5 13Y THE CITY Cl' CARL56AP AND THE 5AN DIEGO COJNTY DEPARTMENT OF ENVIRONMET AL KEAL TH 15 CONflNED TO A REVIEW ONLY AND D0£5 NOT RELIEVE ME. AS LANDSCAPE ARCHIT!:CT OF UkJRK, OF MY RESFON51131LITl!:5 FOR FROJECT DESIGN. THESE FLANS HAVE 5EEN f'REFAREP IN SUBSTANTIAL CONFORMANCE WITH THE AFFROVEP LANP5CAFE CONC!:PT FLAN. WAT!:!< CON5!:RYATION FLAN, FIRE SUPPRESS ON FLAN, AND ALL CONDITIONS OF AFFROVAL RELATED TO LANDSCAPING. ARCHITECTURAL LANPSCAFE5 "AS-BUILT 1!Ji(i,A "{l;J~ 9/+l9A APPROVED FOR PLANTING AND IRRIGATION ONLY. • ENEERING PLANCHECKR DATE P.E. EXP. INCLUDING PRECISE <= ~ L.DCATI0N OF PLANTING REVIEWED BY: REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH AREAS, ENGINEER CITY ENGINEcR & DISTRICT ENGINEER /' I\ PRIOR TO IMPLEMENTATION IN flLlD. I INSPECTOR ' A re hit e ct u ra I Landscapes Landscape --U,l,an Design . Planroq 1'8111,_,__ Son """'· ~ 91129 619 / "'8+ 10!J8 Offa 619/~l'J!Ni FD: " DATE DATE VICINITY MAP= "' LJ ··~--~~-""'~•=•-.. •·"'····"·"~''"" - I SHIEEfl ctfY-OF ___ CARLSBAD ~ NO SCALE PLANNING DEPARTMENT (Z) --M•••--.•-~=•--~~ -~·~··~-··"·""""" TITLE SHEET FDR, CALLAWAY GOLF ·--.. ~-·-- BENCH MARK GOLF BALL FACILITY 2IBO RUTf-lE_f?FORP ROAD 0 APPR6v~--"(b_,;;~ ',,,,.,, ·--· _, __ ,_,, __ . ,?.zf.fr Assrsr!W'f P~G DlljtCTOR DATE . OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL Q.ATE INITIAL CHKD 81": DATUM PD 484 .164-7L RVWD BY: I ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C.M.WD_ 98-212 D J..... Q::' .:::, 0 u CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM L, PLUMMER DISTRICl ENGINEER R.C.E.. 28176 SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH APPROVED BY DATE NO. 0 II NEW 219,949 S.F. OFFICE / WAREHOUSE / MANUFACTURING FACILITY 1-lANDIC:AF' PA!sl<ING UJNCl-lEON PATIO ENLA~EMENT SEE 51-lEET 4 ------------ ---------- EB EB 12 ~T AINING WALL PER CIVIL ENTRY COURT ENlA~T 51:'E SHEET 3 .,,--------- ----- 1-lANDIC:AF' PA!sl<ING ~ !'<ET. WALL FER C:!Vll HARDSCAPE LEGEND ~ = - ~ E2d [II [SJ] ~ ~ JC ~ -,,, .... [Gd ~-~C-~. 00 ~ 11111111111 l EJ P.A. ---~. - E"'=1 (EL.EV.J Fe, TC TW ""' EiC 0 0 0 0 0 0 0 0 0 @ 0 ® 0 0 © ~lo.t...Aft PA~ 1' ~~ti:(~).~~ ~11!. 6i-W...1.. Cf: :,/,4 -1· &!ti! (A&~ i:,y ~ ,&Al,',O.TT JofNTe, llil!:N'. lo'l/ ~ • is• O.C., ~ FEiii!: eolU!i Etfi-. ~ PA~,TI-HN-eET MORTAR~ ON -4" ~, 1'>" >< ,._, eizr;.""""' C<OLOl'Ol>. l"AND<>1 l"A-naaN. ew.JTT ..IONi. Cl.EAR eeAI...ER. 'T"rF'". l"E0E&~~ 1"'A~ 4• E>;POee, ~l'E (~}, CLEAR &EAl£tlt ~TE ~ eE 112•-~-4• &IZE ( A6 .eE.L...Ecre,, e:r OH,ER> ~ JONT&, i;1£1N=, HI ".3 111 24" O.C .• :r e.AK:1 e48E 19ECE~'TI'lt!AN P"'AVINtli• ,4• ~ ~Meo~~~ Ol'f: "t"El-W:::UL.AR FAYIJ,t;, -1' ~ 00l..QR.1'1Se FfNl&M, CLeNt ~ !!1-T L.H, ~IUD. CO!..~~ 2 SAW:UT JO!N'ra, ~lt,F. WI ".3 • 2.4" O.C., 2" e.N,O ~ ~ eEAT 1-tAL.L C.I.F. tNt. cat..a,t,. f'lEAfl.Elli: ~f PINlt!M ~y L/'1. ecGf"IEI.-P. COLOR~ l :u,,• WICE (INCLJJC)E8t2' ~ WAl-1..> XI&" HT.~~ ~ l!-TEP-~ COl-~ FIN. TO HAT°' PA~ ~ ~ ~ «J• M't. toe,• MT. ~•MT.TO 6" MT. t""AECMT cac.. 1-W-DICAt"' I.D. ~ ~• X 91', INTE6,fliAL C£)!._('.)lli 1'0 MA-rCl,I L_, ~ W l-lA1-CDICAP 1.0-, <M ,.6,PIDL.,J ~ eldt,I -CJ.I"". o,,I ~ WAl.-1... -INT. oot...OFl: -""""f9'41~ !?T~0~°"-fe>O"O W' ea<IE& 10 .. °"" """""'"· ,4• ATRhJ1 DRAIN <NO.& "'le&} -4• ASS ORAIN.LIJ.E E><P"""51a,i JolHt f'I_.ANTINCaAf'EA CIVIL INLET .f ~INL.ltE ~Aloe ALI.M. ED:!IINC!I 11&•x4• '"""TALL 3' LA PAZ M.:::>IE 31; -I In' 51ZE 'Ill' WINOOl--&e C'NL Y > <>l<AOEFE!'l:CML FINl~GfiADE Tot" C<'CIJloe fOF'cea:~ .... BOTTCMC<'5Tcl" l!lOTTCM Cf' CU- HARDSCAPE NOTES: I. CONTRACTOR &HALL 'v£R!FY DIMEN510N5 PRIOR TO ca-re,TI<UcTIC'.lN AND NOTIFY THE L.AND6CAF'E ARCHITECT IMMEVIATEL Y O!' ANY Dle.cREPANCIES . 2. CONTRACTOR SMALL PREPARE 5')e' REPRESENTATIVE 5,>MPLE5 OF AI..L. FLATWotal<, LANDecAF'E AfsC;HITECT &HALL. fsEVl&I me~ AND Al'"A<OVED SAMPLES PRIOR TO POURIN<.. 3. ALL &PECIHEN TREE Loe.A TIONO\ lll-lALL !'IE •LAGGED IN me FIELD PRIOR TO IN5TALLATIOH O!' SITE UTILITIE5, Architectural Landscapes land,c,pe -,ban Doolgrl Plarrmg ~ARDSCAPE LAYOUT PL,i.Alvw """' °'"""""' -,., l)logo, ,_ 92T29 I'= 40'-0' ~-MONUMENTAL 6TEP (I Rl6ER MAX 1-lT. l') 0 40 80 120 619 / -184-10'il8 Office 81'3' I 538-l'J86 me DISTRICT APPROVED CHANGES -----------< DESCRIPTION APPROVED DATE BENCH MARK DEVELOPERS NAME:------· ADDRESS: _________ _ DESCRIPTION ___________________ _ TELEPHONE; ______ _ LOCATION---------------------- -------------~-----~---------------- RECORD FROM __________________ _ DATE PLAN PREPARED: ELEVATION---- APPROVED: ENGINEERING PLANCHECKER REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FILED, DATE APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT " P.E.___ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE 1----1----+-----------------+---+---+---+-------I I SH~ET I CITY OF CARLSBAD PLANNING DEPARTMENT SHEET FOR, CALLAWAY GOLF GOLF BALL FACILITY PROVED ~~.~ .~'---~_ ... ·-:_-.·· -·--ii¢-'/,L. V :~?£'. ;~ f· ---~~~~--------~ SISTANT __ PLANNING DIRECTOR DATE DATE t--c1N=1=T1A-L-+---------------------DATF.-+-IN·-,T-IA-L. -+--DATI: INITIAL OWN BY: ________ · J l ....... PROJEC~NO. .. rRAWING NO l':==:=c:::::"'~~==4---------------·-··-··----·-··-F··=·~-==a!c::==f===""==·=·=-·=t CHKD BY:-~-.. ·-PD 484 364-7L ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~R_VW_O_B __ Y_: ====-~--=-. . __ ., _____ _ 4 B-212... 532__ 0 82.00 P.A. CHEE WALL SLOPE / GRADE +2' ABO TREAD DECO. LIGH 4 E3ASE +6' A VE GRADE OR TOP P.A. UNICIPAL WATER D1$TR WILLIAM E. PLUMMER DISTRICT ENGINEER R.C,E. SAN DIEGO COUNT ENVIRONMENTAL HEAL . ' . . . . . .. --. . . . . . . . . ............... ------~~ ...................................... . ..... ' ... ' ...... --.. -............... ' .. . P.A. I-,-"'""'"' . . . . . .. • • . • • . • • • ••••.•• Bl 12" WIDE CONC. BAND ING 18' WIDE CONC. MOW CURB~ -----. ................. S AT ALLt---j._ P.A, LIG!-IT ST C~EEK WALL_____, ,, P .. . . ..... :--·._.·,. /7'\ , .. •, :· ~ ..... ..~ ..... 80. .. ::-:::::::.::: :. , . .-, · "· . J · . . . . . . . . . ··-· .. : :: , ::::: , : , : , : ,-• •.• 'j_.;' -~~~-:::!,:::,,~ . ·e,.-.. ·.-: ., ,_, . . . , ·. ·-. . . --,._., '. ·., ,_: ·'· _:, ·<.::-,;( . ..,·.,.· ,rr 81.3 -:-:-:-:-: :-:-:-: :-:: :-: :-: . :-::: :-: :-:-: :·:-: :·:E .. ' ........................... , .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --... ----.. --. --..... -.. -. --. . . . . . . . . . . . ...... . DECO. LIG:!-IT ELEV. 83.0 .J. P.A . HARDSCAPE LEGEND EI22l [lJ [SI] 0 0 0 0 0 0 ~0 r: 0 F!El:9YIL~. 0 I (Z)" Ip" [3J iiEF. 'r;ic. ~- 00 ~ II I 11111111 l EJ PA. (ELEV.J F6 TC TW 00 ec: @ 0 © 0 0 © VEMla&LAR PAVIN:!i 1" ExPOeED AGG!tiiEGATE (HiANDeEEDED), Cl...E.Alli 0EA.I..ER ACGP7$ATE eHAI.L eE 3/4 -1" &!tt': (,M, $eU:C1ED e,y ~ ~ JOINT&, fi.Enf. WI -.ii. • J8" 0,C., eA&E FER WIL& ENG. VEMICI.LAA PAvl>U • 1' -COl.OR, Hee MIii$,, Clh\R eEAI.E>< F5DEB"f1QIAN PA'Vfl'-&Sr~ _,.~ ~ c:a..OR, Hee FIN. c:lEAR. $~ BY LJ1. &'::of=la..p_ COi,._~ ~ ~ ~ PA"1!!<e,tMIN-eEt Hc>o<l"AA l!!EO ~ -4' ~ t&" X %" SIZE, TI,.J;EE CGlt.-OPi!&, RANDCt1 PAT'lEi!',l ~TT JOfNT, ~ &EALER, n'F. ~TPJAN PAV1NG 4" ~ ACvCP!":~ATI! <llNC>OU!Ci.D), ~ ~ ¥<1i£GAlE e+IAl..L eE 112'-~/4" e.lZE (Af.io ee.LEGTED e,y ~ ~ JOINT&, ~ll'F. l,,u ~ • 2"'' O.C., 2" SAND BA$ ~lMAN PA~-4" HTEafltAL COl,..0/1:, t-tee FIN. CU!Alt ~ °" YEl-«aJl,..AR PA'YJNI:",, -1" ~ COLCfit H8a FINIS44, Cl.EAR SEAl..ER. BY L.11. eccAaD. COLOfc ~ 2 6AHCUT ,..l(,»l1'&, ~ll"F. WI ~ • l◄" O.C., l" &AND BAe£ ~ e.,ANpft,,ki / 1-i(;;to\1 c,::i.-, -8* DeP'tM WIO,TH VARIE&, ~Jl'ioF. W (;l)"" ccwr. INTEGl>AI.. COi.OR HED. """""'"1 FIN., )_I~ eeAL..elt eT LJ1. ecoFIELO CCNCfiilEi"E ~t WA.4-.L Cal.f"_ lNT. COL.~ FEATI-ER el.MT FlNleH f!,Y l...H. e,ccf-lEl,.D. COL~~ '2 W' HIPE (INCLUOE&ti" e-ACK WAL.L> X 18' Ht . .AeOVE ~ ~ &TEF'-fNTEGlli!AL COLOPi': FIN, TO HATCM PAY1NG c.o-iaiETE a..e -~•HT.TO 6" MT. <l' MT, TO 6' MT, F'l'il:CA&T CGNC. MAK>ICAP ID. &IGN 3' X :3"'. IN~ COLOl't TO HATCM c.,,.,r "'°' I """' HI MAN[)ICAr 1.0. <AB Ar"l""L..) FfiOJEct etGN. • c,1.,=,_ ~ P\.A'ltl"I> <-<Al..!-• INt. cot..olt · Hee l'IMleM """"'~ l"Otll 'e--4-Heo-ll-COLOR TO el;:~~ l-~ -7* ~ -~ M i""l,dHj_ BY ~ AR't ero-.tE. 4' ATR!ll1 DRAIN !NO& "100/ 4' AEl8 Dl'!AINLINE E><1"-'Nllla-l JOINT f'LANTING AIOEA CML INLET < DRAINLINE f'Sl;HAl.OC Al.l.H. EDGING 11&'><4' (INSTAl.L 3' LA PAZ e>T~ 'l/,1 • I 1/2" SIZE' • 1-AllND~ ONLY) GRADEFERC:IVlL FNl~GRADE TOPCJFCUF!B TO!" ClF KALL eoTTOM Of STEP IOOTTOM Of' ~ HARDSCAPE NOTES: I. CONTRACTOFii 51-!AU... ~ DIMENSICNe F!'tlO!I!: TO CONSTIIWCTION AND NOTIFY THE LANDOCAF'lo A!<C+-IITEC:T lt'"NEDIATEI-Y OF ANY Dl6C"'-'laPANC:IES. 1. c:oNTRAc;TOR 1>1--!ALL f'l<l:cPAR!e &'XS' faiEF'l<l:ceENTATlvE S""1PLES OF ALL FLA TWO!sK LANDec:AFE AF!CI--IITEC:T l>I--IALL R!=VllcH Tl-IE ~ AND APPROVED SAMPLES ~IOR TO PO\lRlr-1:".,. 3. ALL 6PEC:IMEN n.!EE LOCATION5 SI-IALL BE FLA.:.a.ED IN Tl-IE FIELD F!'tlOFii TO IN5TALLATION OF 51TE UTILITIE5. . . ,-....:·_o_"""":;..,.....,..,,.~____.,__.,~ . .. . P.A. 15 1-g11 DISTRICT AP .... . ... ·~_-,_ . . . . . . . .·. . ._. ·.-:.4:: . ,,, .' • . . -.. -. . ... . . --. --.. . . . . . . . . .......... . . . -. . . . -. . . -. . . TELEPHONE: ____ _ TW 83.00 BENCH MARK DESCRIPTION LOCATION----------------- REVISIONS MUST BE APPROVED BY PUBLIC HEAL 11-1 ENGINEER CrTY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FILED. DATE f-+ARDSCAPE ENLARGEM Architectural Landscapes /tii'~pe Aldioecan '(;,1,-,--A Uobon °"""' Pia••·- 1311131 Dl:oa:pc:4t .,.._ ,_....,.._.,,,. 61!t J MM-"ll!M Offiui 61!t ' 53&-1Wll6 Fn: "AS-BUILT " APPROVED FDR PLANTING AND IRRIGATI□N □NLY. INCLUDING PRECISE L□CATI□N □F PLANTING AREAS. REVIEWED BY: INSPECTOR DATE DATE ~ 1 CITY OF CARISBAD I I SHEETS I l----+--+--------------+--1--~q.---.--+----1 L___2j PLANNING DEPARTMENT 2 0 l-----t--+---------------+--=-4-,----+--~i-----i ... . SHEET F□R, CALLAWAY GOLF GOLF BALL FACILITY APPROVED ~y r-"?ez..r ASSISTANT -Pl.ANNING DIRECTOR DATE RECORD FROM ---------------=--~7-rio01Arr~h1Nm1Til4AL,t-----------------t--;;;oAATT"E --t,;-;:;;NITIA'™'L--t,o;;:;:AT<JE7""i1NMrlTWIAL:;-I DWN 8Y: I PROJECT NO. I DRAWING NO.! CHKD BY: ELEVATION--------- ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PD 484 RVWD BY: 364-7L i --------------~------_~c::::::.. _______ --::::; ___ ~::::::------------::::,,..-,=::=.. __________________________________________ ----::::=-"e::::::::_ ________________________________________ -,---_________________ _j _ ___..-c,.M-w. D q0-212- ----····· .. ·· .. ············ ...... __ ........... ·-··---------.. ---··· .. ······--· ........... _ .... ____ _ ,..----~---··---·---··--···---------------------------------------------------------------------------------------------------------------------~ ~'-0• P.A. P.A. I 0 12" WIDE CONC. MOW CURB ~~ P.A. 0 CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES NO, DESCRIPTION APPROVED DAT£ DEVELOPERS NAME: WILLIAM E-PLUMMER AODRESS: DISTRICT ENGINEER R.C.E. 2B176 SAN DIEGO COUNTY DEPARTMENT OF TELEPHONE: ENVIRONMENTAL HEAL TH DAT£ PLAN PREPARED: BY: APPROVED BY: DATE 81.36 81.90 81. 18" I-IT. PLANTER WALL C 8 ffi ALUM. EDGING 30" WIDE CONC. BENCI-I BENCH MARK DESCRIPTION LOCATION RECORD FROM ELEVATION DATUM P.A. □ P.A. 11'-6" R23' APPROVEO: ENGINEERING PLANCHECKER □ REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FILED. DATE INITIAL DATE ENGINEER OF WORK REVISION DESCRIPTION HARDSCAPE LEGEND LJ IT:lJ [SJ] 0 0 0 0 0 0 0 0 Rf=t:CIYIL~. 0 I ... 0' 6" 00 ~ 11111111111 l EJ FA (EI..EV.J ffi TC TW El& ElC '1,J,11-r>AYlNGo l' ~ 10GIRE'.i.t\1E o.t.dNDeEEDED), Cl-~~ k-tGR!S::SA--rt!: &l-i.ALL ee 3/4 ~ I" &IZE. (A& &EU::cteP ~y ~ ~ JOINT&, ~Na. W ~ • 13" O.C., fU,Sf;: Fl!:;Fi! 8011..& a-t.i,, "1:Mla.lt..Afi: F'.4\l'Ns • 1• ~ COL~ Mee FrNle+-1, C-1-t!:AA ~ ~Sllio!:!AN FA~-4' lN~ Cal..OR, Mee FIN, CLEAR~ e,y L..1'1. e-ca:'IELO, CG!LOR GROIJF' :2 ~ PA~,TI-f1N-$ET MORTAR eEO ON 4' ~, ID' X *' 61.zl::, ~ COLO'fi!&. RANDCt1 PATTEfl!N. e<J'tt JoM, ~ """'-"'"' TYi', ~tlli:I.AN F'AV'N:'.:,; •• r,:xpoea, -TE /~!, a.EAi< """'-""' ~ti:: &-tALl. al: 1,7•-~;..i.• &IZE (M eEL.EctED BY c++l::R} &Al,,VJT JOlNtS, W:rr-F. HI~ • 14" 0.C,, 2" &A.Ht) eAeE ,::iec>E&TRI~ !"A'r'N5.ff 4' ~ COL.OR,. Hee, FIN, ct.EAR .f!EAI...ER: ~ veHICUL.AM P'Avtt,,k3; ~1• ~ c.o\...Clll<', Nee FINIShl, QE,AA 0cAL~ ey L. •. H. ecot=IELP. COl..~ ~ 2 ~ JOIN'te,, Rf!fNI"_ HI 11:9-• 2-4" 0.C., 2" ~ l!.\AeE ~ eEAT Ji,IA,L.L C.I.P. W. COI.O,,. l'EAll-aa BLA&t f'INleH Ell' LM. ec<.'l"IELO. COi.OR ~ 2 W' HIDE (INCLUOE'!i12' eACK l,o,IALL) X fl!," wt_ AeoVt"" ~ = &TEP-INtEGIOAL COi.OR FIN. to MATCH ~Av'll',tl: caHQl.£TE CI.JFi!e -ti)• 1-tt. to b" Mt. D' HT, TO 6-" HT. ,=,;;J;CA&T CCff::. 1-fAN:tlCAP ID. &~ :)' X 3', ~ COI..Olll to HATCM Llr3il-l'i eot..L.AilO W MA>-IPlc:AP I.P. !AS APPL./ ~er &raN -c.1.P. ON PLANTE~ WA'-1. -INT, cct..OR -N&6 FIN.!SH ~ITE~ POT& '5--4~M!t-22-COLi:.'.'nt TO eE ~GfEO~ L95 -r ~ -&AUCBw!S AS MAN.J. ~Y DUPA ~ ero-e. ~.AL &TAI~ -.,4" ~, x 10" WrDE -~ COl,...o,;;;! -M$B FIN f·~l#g'\,~~~-E)opQ ,-.S' eERIE& l!,"' ~ ~c.:oAI-, 4' A 11'<IUM DRAIN <NDS '100) 4' ABS D!'<'AINLINE EXFANSICN Jol>lt F(.ANtlNC. AREA CIVIL INLET • =INL INE Fe0!"1ALOC ALUM. Et>GINCi 11&'><4' /INSTALL 3• 1..A F'AZ STONE 3/4 • 111.l' SIZE • WINDOWS ONI..Y! GRADE F'ER CIVIL FIN.l.9+-1 Gf'MDE TOF'OFCUl'!e TOF C1F WAI.L eorra-i °" snw eorra-i °" cu""' HARDSCAPE NOTES: I. CONTRACTOR 51-!ALL. VE"'IFY DIMENSIONS Fl<!IOR TO ~TiiiUCTION AND NOTIFY THI= I..AND5CAFE A!-sC!-!ITECT IMMEDIATE!.. Y Cf' ANY DISCREPANCIES. 2. CONTl"ACTOR 51--lAi..l.. f'f<l'!F'ARE !:>'XS' REF'f<l'!eENTATIVE SAMPLES Cf ALI.. FI..ATWOl<K. LANDSCAPE A~ITECT 51-!AL.I.. f<EVIEJ-1 Tl-IE F01<!'1WOFiK AND Af"FROVED SmPI.ES Fl<!IOR TO FCURING. 3. ALL SFl:CIMEN TREE 1..0CA TIONS SI-IAU.. 13E FI..AC;.GED IN Tl-IE FIEi..D Fl<!IOR TO IN!:'>TALI..ATION Cf SITE lltll..lTIES. Arclllt•ctural and1c:ape1 Landoape ~ llitim De,igrt Pbun•ti l-lARDSCAFE ENLARGEME -~--... ""'""--619 I 44--Ofb 619 / ~ .. -Fu "AS-BUILT " APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE L±JI CITY OF CARLSBAD II SHEETS I PLANNING DEPARTMENT 2 C) . SHEET FOR, CALLAWAY GOLF GOLF BALL FACILITY APPROVED ~-{/ 96--£,f" / .-;:::::::: ASSISTANT r>LANNING DIRECTOR DATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PO 484 OTHER APPROVAL CITY APPROVAL RVWD BY: 364-7L <.-'fp, --; l.1.·· I _.· ,.,,.._, .... ------ I -•-,--=+ I I --· I I I I I I ~ I 11) I-I-w I w w w I I (j) I tl) w w w I w (j) tl) ill I w z z __J I _j I I (j I (j I-I- <{ <t I: I r I I I I I I I I I PLANTING NOTES: I. ALL EXlil>TINC:I PLANT MATERIALil> DESIGNATED TO REMAIN il>HALL eE PROTECTED DUl'l!ING coNSTRUCTION. ANY FLANT DAMM!":D OR F£MOVED Sf.lALL ee REPLACED IN KIND. 3. IF ANY EXl5TING HARDSCAFE OR LANDSCAPE INDICATED ON THE AF'F'ROVED FLANe. 16 Pt>MAuEP OR REMOVED DURING! DEMOLITION OR CONSTRUCTION, IT Sf.lALL eE RE.FAIRED OR REPLACED IN KIND HITH EQUIVALENT SIZE MATERIAL FER THE AFF'!:i?OVED FLANS. 3. TREE!:> AND 5f.lRUS5 Sf.lALL 6E LOCATED AND MAINTAINED TO FRl':il>ERVE A CLEAR ZO>JE OF AT LEAST TEN FEET FROM FIRE HYDRANT!:>, UTILITY FOLE!:>, OVERHEAD UTILITY HIRES. STREET LIGl-lT LUHINAIRES AND A60vE GROUND UTILITY ST!slJCTUFeES SUCH AS TRAN5f'Ofa;f-1ER ENCLOSUFeES. 4, TREes SHALL ee. PLANT!::D AT LEAST FIVE FEt:T FROM ANY UNDERGROIJND UTILITY !lUCl-l A!:> SEHER, GAS, ELECTRIC, AND TELEFl-lONE. RIFA!'!IAN TREES Sf.lALL BE PLANTED AT LEAST 30 FEET FROM CITY SEH!::l'!, HATER AND DRAIN LINES. !;, THE coNTRACTOf'l SHALL INSTALL A 3' LAYER OF Sl-lf'<!:DDl=D CEDAR 6A1':K MULCH (GORILLA HAIR) IN ALL SI-IRtlEI EIED!:> e BUILDING, FARKINGI ISLANDS AND ADJACENT TO ENTRY DRIVE& ( 4€>' WIDEJ. MATERIAL SHALL ee AS MANUFACTIJREP 6Y RECYCLED WOOD PRODUCTS OR APFROVED EQUAL. !:>U6MIT SAMPLE TO CIT'( INSPECTOR ~IOR TO 6ULK DELIVERY TO SITE _ <!>. ALL TREES LOCATED IN PLANTERS S' WIDE OR LE66 S\.lALL !'!ECEIVE ROOT 6Al'!RIERS. MATERIAL &HALL 6E TYFAR EIIOEIARRIER, 19' HIPTH ROLL€>. IN6TALL AT PAVEMENT EDGES PER MANUFACTURER'S DETAILS AND RECoMMENDATION&_ l. THE coNTRAcTOR 51-iALL INST ALL AERATOR ruses ON ALL TREES FER THE DETAILS. NEW 219,949 S.F. OFFICE / WAREHOUSE / MANUFACTURING FACILITY FYGMY PATE FALMS WI SEASONAL COLO!'! IN ARCH. POTS T"YF. OF 9, il>EE HARD. FLAN!:> .... - CARLSBA D MUNICIPAL WATER DISTRICT DISfRICT APPROVED WILLIAM E. DISTRICT E PLUMMER NGINEER R.C.E. 28176 _,,,_ "'·-~-··" GO SAN DIE ENVIRON COUNTY DEPARTMENT MENTAL HEALTH APPROVED 8Y: DATE .. """". ' .. NO. DESCRIPTION -· OF .. CHANGES ,,,. "' N 08" 43' 38' E 1Sh4'-e,2' 20' ;,w -\ \',I -_----- . - APPROVED DATE " \ --... , .. , ... ,. '" --· ~ __ ,,, DEVELOPERS NAME: ADDRESS: -·-···•~-~ DATE PLAN PREPARED: \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ --\ \ \ \ \ \ \ \ \ \ \ \ TELEPHONE: ______ _ --------BY:------ BENCH MARK DESCRIPTION __________________ _ LOCATION--------------------- RECORD FROM __________________ _ ELEVATION-----------DATUM PLANT MATERIALS LEGEND ~--, ' I \ I O \ I I \ I , __ ,..,,. APPROVED: 0 0 ® 0 0 0 @ 0 @ 0 0 © 0 @) (ll 0 1@11111.111 ENGINEERING PlANCHECKER TIP TIP '""'"""' l"'1NCAN FIC FLO MAGBAM 1"I CON !a}(ITf"E IOAPMAJ '"""''"""' Cf'CPEV '-"""= i,ec,...., _,...,.. MleMH'r'e l'l"-'MAO !"1-!0DU& f"-«>lU< ea,- PlTILl-E ,.,,.....,. UCP!l>lc> ~IOIC l.A>IIM l.A>l lU< ~ .... MO!< <ON<,_ ,t,A;t.H'r'e FE& OVI el!ACOL TIPJAl,IA Tll'll T -IA IHPl!TIN0&,4 PN.le CANARIEN&I& e,,,aJl<IA EILAl<EANA Flcue M. 'A....ctP.tPA' l'1AGNOL.IA Ca. '&.AM.EL &a I IEfi'Jl' ffll&T-'NIA CO!ffRl'A Ext&TtNG 1'lll!Ee 'tO fli!:HA,IN. l"!OO!t!CT CURO-I:. ~TIO:IJCTION IOAPMICLEPt& il<OICA MAJE6TIC eEAUTY' A40e,IIX Rs::eeEJ.ENII CTCAe ..eve:l..UTA W>l"t~ & . ._,. 61.0W' EeCALLON.IA 'Ffit.4Pf!911' l"\,lOTINIAFRAeelOI ~iS M"l"'!5Rl'O 'WILE~' ~llt1 TENA)( I M~ HA,ft')&,l' FHOFl"'JILl1 Ta-tAX ~ CHS:' l"l-l0f<l1""1 TENA)( 'elNXlUNEf<' eo.»AlNVILLEA 'LA JOU...A1 WANCtlNA. ~,-\CA ~ &~,Lt/1' GMEV!il.EA 'MOEJ...LII' PITT~ t_ lll-lEEI..ER8 OIIF: """4F.wtl-ll& -= LEPl~--U1 &, 'eNollJ e.Mtn::' ..a:aoHIA ~I& LANT ANA 'lll-lllE ~IG><!>II<' LN-ITANA 'suelllit&T Tf=l__l_QW' LANT A><A HGmEV1DE>l&l& ~&&AG.'6'i£ENC¾4CI' ,t,A;t.ANIA _.,.. FE&l\JCA OW<A c;I.AUcA ~COi.OR &IZE CANARY" ISl..AND FINE :2,4.• !!'DX DAtt: f"ALH 31ZJ' a,1W ~PffE 2,4'e,o)( l"l.ORIOA Fl5. ""'"°" ~~IA -<&'l!IOX --"°" .. <;Al_ t1A.,eeT\CeEAU'TY =eox ""'1.oN.-ew. PYGMY DATE PALM .. GAi.LON e.>&>PAU< "GALLON ,..,...,. <>I.Clll HZ. ., G.<11-1--0N TaAFI-A>IT EP;,C'AL.LONIA. • GAU.""8 ~ flMOTfM.IA &<.AU.ON OAYl..lLY &GAi.LON MEW ZEALANO FLA>< ~ GAL.LOIi NEW ZEAi-AP¢> l'l.-AX &6,41..l.OI MEW tEAI.AND R.AX !', G,,IU,;,,, ~ &GALLON ""'-" &-....; ,. <>Al.UlN J-$A....a,,il...YeAr'EOO _.,,.,LUeA • GAU.a,! CIUl,t,ff MOO<'. ~ I> GAi-LON LIL l' ct'-Tie NILE l>GALLOI eNOU.lllJ.IITE:N.,z &GAi.LON 11,APLANT """"""IA I GALLON 'DUTE L~IN• LANTANA ,. GAi.LON C:>\I.W<f' NATAL f'UJ"l I <>Al.LON "!RAILING GAI,<JNIA "'-LIi! FE""""' 4'POT& PLANTING PLAN 0 30 __ , __ __,6,,__,0,:___ __ _,,9=0 OATE Rf;VISIONS MUST BE APPROVED BY PU8UC HEALrn ENGINEER CIT( ENGINEER & DISTRICT ENGINEER F'RIOR TO IMPLEMENTATION IN FILED. APPROVED FOR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS. M-16' 11:IGHT X &·b' &l"REAP IXl<eL.E 6T,41<£ 11'-le,TAU... ROOT~ Vb-t.2' ....e!Gl-ft X 4-9-' eAiiEAD [J,,Gllel_£ eT A,,:E mi-AU."'°°'- WH2' HEIGMT X 4.e,• ~ ~&tAl<E IN&tAU. "'°"' ,,_,El<& 12~14' Ml;:k:iM't X &-~' 61 I 40 MJL Tl, ocuet.E &TAKE: IN5TALI. "°°' ~- 14--IE,,' HE::IGH't X ,-e• ~ ~ eT t¥.E IN&TAU.,aooT- 1-8" J.EIGMT X 2w-'' ~AO DCUeLE &TAKE! l'I.LTI-- M.AiTCMING: eFECff"'1!Ne ~ 11//AN-IJAL ""1-<ll> VAR. M eELECff:D "'y ~ I&' o.c:. 3' o.c. e· o.c:. At, OlELECTB> ~'!' J.AllD' _,_ &F. ( 76e'C' e,,F, • • a: TOTAL~ ~OF84,t>{!JtD8P.J "AS-BUILT P.E, __ _ EXP. ____ _ REVIEWED BY: INSPECTOR Architectural Land,capl!s Aid....._., °"""' PL..i utlug "tMrD pt,._.. s,.,.,..., ~ ffll!I 619 ' ...... Oftli:ie 619/»s-1N6 Fn: " DATE DATE f-------if--------+-----------+---+----+-----+----t I s~ET I CITY OF CARLSBAD I s~~s 1 ';:,I PLANNING DEPARTMENT ~ w;.., ~==--==============::::::::::::::::..===:~ --SHEET F□R• DATE INITIAL DATE INITlAL ENGINEER OF WOR REVISION DESCRIPTION OTI-1ER APPROVAL DATE INITIAL CITY APPROVAL CALLAWAY GOLF GOLF BALL FACILITY ASSISTA DIRECTOR DWN BY; PROJECT NO. PD 484 CHKD BY: __ _ RVWD SY; C.J'I W D. '16, ;:z.l;z.. DRAWING NO. 364-7L -·---. --- ..... __ 10'-0' SIDE €,ETBACK.--------, 25' X 25' D~IYEHAY SIGl-lTLINES ----- ·1--,·' ·---=---"'·---. ·----. /_.,..........-----•-,--,, ------ ------------ ·~------~--· ~~ --; ,--J..J_ - ,.,..,.,.,__ ---~) I I I ·-- p.,;;;;-~ =~;::=:t;::;:=:;!:::,;:-:_ =-=--,;g:;:;:;;,--·:;;;_.,,:_-;;;±·d =±;;;;I , ;;;;;t,z:Fyll;;;;;,;. t;;:;:;;!. : ~--:f~l-,l ---~ _ , , ----I ,.,,,.,;t-"; ---I I I --I I I ---------f~/,-T -------I I I I -----I I I "l -----I I I ~,1r ------I I I i·· ---.:~::-// II J?<C.]i,J,-T------I I I I -------I I -- -......... -·--·· ··-·· \ \ , .. -· \ \. \- • I I ! ·-" I NEW 219,949 S.f. OFFICE / WAREHOUSE / MANUFACTURING FACILITY I I I ' ' --I ,O--I -, ,/.'-_ .. \.-. I -.0 , ,f, ·' .. ~-...... ' . . ; ---........__ ---- J . ·O .. , ' I,." ' •• . . ' ,,., '-.\) 1--w w I u) w w (f) w z _J I l) 1-- -1 r: I I I I I I I I t.f) 1-- I w w I I u) w I w u) I w z I _J I I l) 1-- -1 I r: I I I I I I I I I . . . ·1 · . -,~ ' ' . . , . o· - I .... . ..; .. i' I CARLSBAD MUNICIPAL WATER DI STRICT DISTRICT APPROVED CHANGES I ;,;,;:;-l'I _______ B_ENCH MARK WILLIAM E, PLUMMER DISTRICT ENGINEER R.C.E 28176 SAN DIEGO COUNTY DEPARTMEN ENVIRONMENT AL HEAL TH APPROVED BY: D -- T ATE NO. DESCRIPTION APPROVED -OF . ··-····-·-· ""····-· ·····-- D/\TE DEVELOPERS NAME: ADDRESS: ' TELEPHONE: LOCATION-------------------- RECORD FROM __________________ _ D/\TE PLAN PREPARED: SY: ELEVATION-----------DATUM _____ _ ' ··-····--......... , -····-·-··-"'-·'"'"-.. ,. ... , ... , .. ..... ---·-· PLANT MATERIALS LEGEND APPROVED: 0 0 0 0 0 0 0 0 ~--, -f \ I O I I I ' f -, --~ @ (') 0 ® 0 0 0 @) ® 0 @ 0 0 © 0 @ El) ENGINEERING PLANCHECKER _,, TlP TIP TAS CHIO =eu. PHODAC PODGl<A F=tC Fl.a MA<> &.dM """"" ""' nse ...,,,MAJ PHO"""" CYC~ ~""° E¾ A<'A f'1-IO A<'A i-e,,m, PHO MAO ,...., """ f'1-IOl!IN l30\l EOAR ...,,, .., """"""' FITU><li -"<,A ..... l.£1"...., UNU>II LAN MON '1e<'>OVI OEA COL REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIL(D_ F'IM.l!i CANMtlf:N!,16 ~AlJl.llNIA ~ R-IOENIX CACT"Y1..~ T>EGLl<t """""' ~ """""'L""' AcuA H.. 'FLCl!lllr>A' HAGNol.lA Gt. '8AMJEL eC1 I 1!,-';8' ~e1"ANIA ~A ~l&Tlt-G l1'ii!EE TO p;iE'fAfN ~CT ~ C-c»le~ON. ~IOLEPl6 INOICA '1AJE&TIC aEAU'tY' ~IX AOEee:L.ENII Cf'"cA& ~utA ~~ 6, 'ReT GLOW' EecALLONIA FRADESII' ~NIA~ ~16 HYBRID ,-,i1L.E~· ~11.1'1 TENAX 'MAORI MA!OEN' ~JlM i'ENAX 'CUel(Y CMIEF' l"'HQR'11\.M TENA)( 'a.NDOU.NER' """""l,Mf..UcA 1..A ./CU.A' &IZE TIFU"!RaE :361 eox """" Tl'Vl1"ET 11SEE = leLAND PINE 24• eox OA~ f"ALN R.~C>A Fla ""'80>< ~ MAl:aNOI.IA ...,, eox --"°" "'<>Al- MA.1£6TIC e,eAUtY """"°" INOIAN """""°'""' t,;r,_ l"T"MT DAtle FAI-M "'GALI.Ct< &AGOF,,4,LM "'GAI.LC>O ,.,_GLOWNL 5, GAI...L.(.'.)N tleA PLANT E6CALLONIA .. GAI.LCII< ~e~TtNIA "'GAi.LC>! DATL.ILY "$11..1.0N NE111~R--AX & GAL.La-4 NE1II ZEALAND FU:>: !, 5AI..Lo.l NEW ZEALAND FU:>: ~ G.AJ..L.Ct-4 """""l,Mf..UcA !> GAL.LON RAFHIOLEPI& ~ICA 'BAW,.~• D',l,IA,M=' INDIAN ~ a, GALL.a.I NANJ.?INA OOME:&TICA G1UU-&~AM" ~ GAL.LoN 'GI.Jl.F 9-"t"F!EAM' 1-fEAV'El'-I.. T eAMeOO Gfii!eVil-l-eA 'NOEU...11' ~VIL.LEA e, GAJ...LON ~ .. ~,ff~ .AFRICAN.Je UL Y OF 'TME NILE , 6AJ....Lc::t,1 u,pt~ t>. 'eNoo/ e..rn,• """"" """tie Ni !> GAW.ON TEA P'I...ANT eeGiOl-..!IA R:1~16 eeGONIA 16ALLON 1-.ANtANA ~l"tE L.IGHT'N!N' '\11-ilTE J.,IGMTNN' l.,ANtANA e-6AL.Lct.l LANT~ HONTEYIDEN516 TRAILING: LANTANA. 1 GAL.Lc:N. C,.61i:!SSA G. ~ ~ ~ NAT AL F'LI.M I GAU..a-l F'E~iil.lCA OVINA i3I AIICL,. ei,_l)I! ~ I GAJ.... DATE 8T 60IJ11..LAND eao FAIOM& 4'f'Ot& ~ PLANTING FLAN I'• 30'-0' 90 APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. 14-lb• He"k.11-ft X '3,-1,,1 ~AD ooueLE&Tl«E INST ,4,U.. FWiOT B,,t\RRIER8 ti:ti-1:"i' 1-f:,c;,i..rr X -4-e• e; I I AD ooueLE :&TAKE Ne-t AlL F!OOt e,tt.F!Ri~ e-llO' 1-Ek::il-IT ooue.L.E &TAKE tl-~· 1-Ek:iM'T >< !,-6' ~ OOlEl.E e, T Ak'.E' Cl.A66!C 01~-c.ur ml«. MATCHJNc;, 0f""E'Cn--ENe "'-t.2' 1-1!:ktal-lf X 4-51 ~ P<lUl!!L.E & TAKE INBTAU. ~t ~~ ll-W 1-E&IT X 8--9' ~ l""Ul."Tl, ~ &TAKE IN&T AL.L.. ~r ~~ J4-l6' I-EfGt-lT X 1-e• ~ ~ &t"""' INeT A.LL ,-OOT eAfli!lt!ER& 1-8" 1-EIGMT )( 2-3' eFfiiEAP ~ "t""" &TAND~ , 1-e.• MT_>-.•-•• ~AD OGli..Jel.E: &T AiC.E ~ WIA'NJAL COL~ YAlit Ae eEl.E"C'tED-l!Y l,..Alli!O-i t2' o.c... 12' 0~ e· o..e. A& 8El,EC1EI) ,.,.. ~ ~~e,)':_ ( 1&g,gtS,F_. ~CFtOTAL.L.~ .¥iEA OF 9-4s,e,e 6F. J "AS-BUILT p_[. __ _ EXP ____ _ REVIEWED BY: INSPECTOR Architectural Landscape• _,___ S.,~Qilklffltl 9213 61!1 I 4M,109B, Ofh 619/S)8..,.., hi! " DATE DATE 1 siET1 CITY OF CARLSBAD ~ (Z) PLANNING DEPARTMENT -SHEET FDR• CALLAWAY GOLF GOLF BALL FACILITY APPROVED --c@.;1 ;?.'.?p.f"Z: ASSISTAN-i:-l'"LANNING DIRECTOR OATE DATE INITIAL DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: I PROJECT NO_ I DRAWING NO_ CHKD BY: PD 484 364-7L RVWO BY: -···-·---··-·-·-··· ~-----~--- 15 -------·-------··--------··-· -····. ··---.-----·· -···· -----___;_~~ --·---------~----m Ci) POINT OF CONNECTION -FOG SEE SHEETL-7 (;) 32 STATION CONTROLLERS 'A' AND '6'. SEE SHEET L-1 (D ADJUSTABLE ARC ROTORS AND/OR SPRAY HEADS SET TO AVOID OBSTRUCTIONS OR OvER5PRAY APPOXIMATEL Y AS SHO!!.N, (TYP.) •:~;-1.~~,;;;·;;;,::~_-:_-:·::,.;;~, :.:·:;,;: ... ·:_J:_:_:-:·.~·-.. :,,:_:::~1;;;;.;;::;;;;;.:c -,I, ... , ,:.·.,.·.,,.~,.-,,~J."-, "~'~"d::::;J:rt;;-,J;~~~-.: -~~~'.~J."_0 ~~,_t_~: '.j t25 FROFOS>ED FIRE S>ERVICE <S>EE CIVIL DRAWINc:;.5) @ REMOTE CONTROL VALVE BOXES TO BE HIDDEN FROM CASUAL SIGHT WHEN POSSIBLE. ST AKE LOCATION OF ALL VALVE& FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. <TYP. ALL LOCATIONS) @ SLEEVING FOR EXISTING IRRIGATION PIPE AND UJIRE AT NEUJ DRIVEUJA 'Y CROSSINGS SHALL MEET REQUIREMENTS FOR NEW SYSTEMS. SEE DETAIL 'I' SHEET L-12. @ MAINLINE, LATERAL LINE AND CONTROL UJIRE SLEEVE. SLEEVES TWO TIMES DIA. OF FIFE, 2' MIN. <TYP.J SEE DETAIL 'I' SHEET L-12 1$) 1-w w ~ w z _J :r I.) 1- -<( r: J5 :.J~a;--r-;'~J_-?' Mh!Nt-/Ntc f W~ +'F/J./IM C/f!'P 0 SIN(;iLE REMOTE CONTROL VALVE$ TO BE INSTALLED IN 12' RECTANGULAR VALVE BOX. INSTALL NO HORE T14AN 3 VAL VE BOXES IN ONE AREA. SEPERATE VALVE BOX GROUPS BY 4' HIN. PROVIDE REQUIRED 5EPERATION BETWEEN FUTURE @ RECLAIMED IRRIGATION LINES AND EXISTING POTABLE WATER LINES <SEE DEAIL& R4& ON &HEET Ll3). FIRE SERVICE TO SE ABANDONED--.,+--+--+. (5EE CIVIL DRAWING.e) NEW 219,949 S.F. OFFICE / WAREHOUSE / MANUFACTURING FACILITY 22 21 RE5FACE ANO/~ REALli:!iN S>FRINKLER 1-lEADo TO FREYENT OvERS>FRAY A5 S>HOUN 71 , B27 B29 16 1 • DISTRICT APPROVED CHANGES CARLSBAD MUNICIPAL WATER DISTRICT 1--~-----· --·,---~---I NO. DESCRIPTION WILLIAM E. PLUMMER 0I$TRICT 1:NGINEER R.G.L 28176 SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH APPROVED BY: DATE APPROVED DATE t----+-----·-------·-~------<---+-----t I I ----LOCATE ALL l""IGATION EQUIPMENT INSIDE FROFE~l-'..:----- / 31 FOR IRRIGATION LEGEND AND NOTE SEE SHEET 11. 21 FOR CONSTRUCTION DETAIL DRAWINGS SEE 51-1EET5 12, 13 AND 14. @ LOCATIONS SI-IOll.N DIAGRAMMATICALLY. ALL EQUIPMENT TO BE INSTALLED WITHIN PLANTING AREAS OR LOCATED AS DIRECTED BY Tl-IE LANDSCAPE ARCI-IITECT. @ LANDSCAPE AND IRRIGATION WITl41N ASSOCIATION SET BACK SHALL REMAIN PROTECTED IN PLACE EXCEPT WHERE RELACEMENT, RELOCATION AND/OR ADJUSTMENT 15 NOTED ON Tl-IE DRAWING$ OR DIRECTED IN THE FIELD BY THE OUNER, THE OWNERS AUTHORIZED REPRESENTATIVE AND/OR PROPER A550CIATION MAINTENANCE PERSONNEL. MASTER ASSOCIATION LANDSCAPE PLANTING AND IRRIGATION TO BE MAINTAINED DURING WORK DESCRIBED BY THESE PLANS. INTERRUPTION OF IRRIGATION SERVICE SHALL NOT OCCUR UNLE&S COORDINATED WITH AND APPROVED BY THE OlLNER, THE OWNERS AUTHORIZED REPRESENTATIVE AND PROPER A&SOCIATION MAINTENANCE PERSONNEL. □ I" B,_ ---P\,\W-I"=/ ~cf L-lGl-lT 5tD. /,' l=t::; P-f'e?M ~/<-e, tf. P~ WN~ APPROVED: (iJ) DRIP LAY-OUT FOR &HRUB&- DRIF TUBING WI -'~2 GPI-I PRE-INSERTED EMISSION POINTS AT 1~· O.C. TUBING PLACED 20' TO 24' o_c_ UNIFORML 'Y ALONG SHRUB ROW5 APPROX. A& SHOUN. AvERAGE APPLICATION RATE 56 lnf1T_ TUBING &ECURED UJITH ST AFLES S' O.C_ @ DRIP LA'Y-OUT FOR GROUND COYER- DRIP TUBING Wt .92 GPI-I PRE-INSERTED EMISSION POINTS AT 12' o_c_ TUBING PLACED 24' o.c. UNIFORMLY ALONG: PLANT ROUJS APPROX. AS &HOUN. AvERAGE APPLICATION RATE 50 lnf1T_ TUBING SECURED WITH STAPLES S' o_c_ @ AIR/VACUUM RELIEF VALvE. LOCATION SHOll.N DI.AGRAMMATICALL Y. VALVE TO BE INSTALLED ON MANIFOLD AT HIGHEST LOCAL ELEVATION <TYP_ THROUGHOUT). @ FLUSH VALVE AT ENDS OF ALL DRIP SYSTEMS <TYP> @ PVC SCH W ELECTRICAL CONDUIT AS FOLLOW&, I' FOR FLOW SENSORS 'A' AND 'B' 1-1/4' FOR 120 VAC POWER AT FUTURE BOOSTER PUMP Architectural Landscapes ~Aod--.,, UrbanDo,ig,, _,,___ SM DlliRo, Cdf0mll 92129 6'N I -484-1098 Office 61'3 I 538-1!166 Fax ENGINEERING PLANCHECKER REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIL.W. APPROVED FOR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "As~ " ~ _/ ;,/·/>·'11 P.E. :P1!'¢:f3 EXP. "11 • -t IU DATE SHEET FOR, BENCH MARK !-----+--+----------·-·---------+---+-----+--+-----I 1---------------------CALLAWAY GOLF GOLF BALL FACILITY DEVELOPERS NAME: _____________ ~ AOORESS: -----------------DESCRIPTION-----·----------- TELEPHONE: ____ _ LOCATION----------------- RECORD FROM ______________ _ DATE INITIAL DATE PLAN PREPARED: ________ SY: ____ _ ELEVATION---------DATUM ____ _ ENGINEER OF WOR~ REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CllY APPROVAL APPROVED~_,,{,?' =:c=~✓~~~==---~__)_-'zy.zf: ASSISTAIQ.f" P[ANNING DIRECTOR DATE DWN BY: I CHKD BY: __ RVWD BY: . PROJECT NO. PD 484 I DRAWING NO. . 364-7L LOCATE ALL 11'<1"!1,:;, TIV!'!,..____ EQUIFMENT IN81DE qf' ffiOFERTY. 2 s /o' 4'. +-'-=.-'>-='~----4• EXISTIN,:;, CONTl'i<OL IDENTIFIED AS "I ~ FOR IRRIGATION LEGEND AND NOTE SEE SHEET II FOR CONSTRUCTION PET AIL DRAWINGS SEE SHEETS 12, 13 AND 14. /, ' ··. _ I .& -- . : Sil,1!,":;,ff . -----.. ,,_ -~ ·-. ___ _ --._ .. . ~-"'., ___ -- --- . ---- I I I I ! I I I I I I ,.........,....,_,__,,,._+-"2"-d I I I I A10 25 1.5 9 -.. . ~- -+' -------~-- ·-. __ ,--., . . -'"'-u:i:. ......._ . ·--._/ ... --.. __ -·--.. ,_ -I I I ! ! ·-~-- ····-. ···.,.,_ "·-... I I I I I I ~O~D FIRE SERVICE1 (51:"E CIVIL DRAIJJIN,:;,e,J 24 23 14 NEW 219,949 S.F. OFFICE / WAREHOUSE / MANUFACTURING FACILITY 23 20 r I- I lli :r d) I Ill z ~ \.) 1- <t r: CALLAWAY GOLF MANUFACTURING For Controller 'A' For Controller '6' STATION A-16 30 STATION 1-l"r"DRAULIC GRPDIEl'IT !!¾>#Ft, H'T1:>AA.LIC c.RADIENt ~MFt. ElEVATICN AT PO.C. 2WM FT. aEVATICN AT PO.C. 280.00FT. FREeellRE AvAILA61.E AT PDC. 116.~ Fel ffieeeui.E AVAILABLE AT PDC. 116.~I PSI r.£Gt.ll.ATED ~ WM Pel l<EGULATED Fffeeu.E WOO PSI a SiiE Lal J LO!>S Q &IZE Lal J Loo; SERY!CE ll!IE S1 2' S0 31,I) LW Pel SERvlCE LIN: S1 2' S0 31,1) lelJF51 l"ETER S1 2' 2.10 Fel METER &1 2' 2.10 PSI BAC!(J'LCIW !:>1 2' 12£10 Pel BAO<l'I..OW S1 2' 12.00 F6I eACKFlCW l"lll"ell-«1, S1 2112' I.W 1"51 l:lACKl'LOW l"I.Ltfe11,t;, S1 W2' 120 PSI CCtt1CN MAl!ll.lNE 51 2112' 25 2,11) IJ.WP51 ca-tfCN MAINLINE 51 2112' 25 2.11J IJJ,0f'el MAINLINE LooP 31) 21/2' 621) 1).31) 1.86 PSI ~ MAINLINE 21 2112' S!;0 1).31) \h5 PSI MAINLINE LOOI" 31) 1112' 1"'1D IJ.15 $2$ PSI CCtt1CN MAINLINE 21 1112' 831) l)_,S 623 PSI 15ClATla-l VAL YES VAR VAi<. II!) ,Sl}f'SI ISOLATICN VAi.. YE& VAR.VAi<. 05'!1PSI ~ 3IZ) 1\/2' IM> ?61 ROI ;11 1112' 150 F6I LATERAL.& 3" VAR 3.00F&I LATERAL& 21 VAR 3.00F51 5U8ToTAL 3".4~ P51 5U6TOTAL 31~ P51 -lo'-FOR FtTT~ 451 F5I ~ FOR FITTING& 4h~F61 TOTALLOSSE& ,!;£!6P51 TOT AL LOOSES 3&.'34 f'&I OPERATICN 3"M"SI OPERATICN 3" JZ!rtl0$1 l:LEvATI°' l"OC TO !YSTEM 10-"0FT. aEYATICN POC TO &Y&TEM 10-"0Ff. Pl<fseuRE DIFFERENTIAL l,EQJ~ WRPLUS m58.ft !Sill G) POINT OF CONNECTION -POC H.G.L ; ssi:i, FT. ELEV. • 221Z) FT. STATIC PRESSURE • 117 FSI MAX, DIOCHA~E = 56 GFM MIN. DISCHARGE • 1 GFM 1-1/2' Rill. IRRIGATION METER ON 2' SERVICE 4.33 P51 ffi!:&51Jl;!E DIFFEl<ENTIAL 6~gpSI 1<£<2Jlf<ED !Dhl PSI SURPLUSmSSUFE 2' BACKl"LOW FREvENTION DEVICE ON 2-1/2' BRASS RISERS WITI-I REDUCING ELLS 1-1/2' MASTER CONTROL VALvE, CCNTRACTOR 51-lALL cONNECT TO EXISTING 11/4' STUB-OUT t=Rt?VIDED BY OTHERS. (MATERIAL TYF'E UNKNOUN> CCNNECTION 15 DOlLNSTF!EAM OF DEDICATED IRRIGATION WATER METER. It-FORMATION OBTAINED FROM PROJECT ARCHITECT. (V 32 STATION CON*OLLERS 'A' AND '6'. 120 VAC POWER TO BE PROVIDED 6Y OTHERS. CONTRACTOR 51-lALL ROUTE FOWER CA6LE TO CONTROLLER IN PVC CONDUIT AN.P MAKE PEl-'MAN.ENT CONNECTICJN TO T\--lE CONTROLLER. ALL WORK 51-lALL BE IN ACCORDANCE WITH OOvERNIN6 ORDINANCE AND/OR LOCAL CODE. @ REMOTE CONTROL VAL VE BOXES TO BE HIDDEN FROM CASUAL SIGHT lU--IEN POSSIBLE. STAKE LOCATION OF ALL VALVES FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. trrP. ALL LOCATIONS) G) SINGLE REMOTE CONTROL VALvES TO BE INSTALLED IN 12' RECTANGsULAR VALVE BOX. INSTALL NO MORE THAN 3 VALvE BOXES IN ONE AREA. SEPERATE VALVE BOX GROUPS BY 4' MIN. @ LOCATIONS &HOlLN DIAGsRAMMATICALL Y. ALL EQUIPMENT TO BE INSTALLED WITf..llN PLANTING AREAS OR LOCATED A5 DIRECTED BY Tl4E LANDSCAPE ARCI-IITECT. @ LANDSCAPE AND IRRIGATION WITI-IIN ASSOCIATION SET BACK Sf..lALL REMAIN PROTECTED IN PLACE EXCEPT Wl-lERE RELACEMENT, RELOCATION AND/OR ADJU5n1ENT 15 NOTED ON Tf..lE DRAWINGS OR DIRECTED IN Tf..lE FIELD 13Y THE OlLNER, THE OUNER5 AUTHORIZED REFRESENTATlvE AND/OR PROPER A5SOCIATION MAINTENANCE PERSONNEL. MASTER A550CIATICJN LANDSCAPE F'LANTING AND IRRIGATION TO BE MAINTAINED DURIN6 UJORK. DESCRIBED BY THESE FLANS. INTERRUPTION OF IRRIGATION SERVICE S14ALL NOT OCCUR UNLESS COORDINATED WITf..l AND APPROVED 6Y Tf..lE Otl.NER, THE OUNERS AUTHORIZED REPRESENT ATlvE AND PROPER A550CIATION MAINTENANCE PERSa!NEL. IRRIGATION PLAN I'= 30'-0' 4.33 P51 1021 P51 'il3 F6I (j) ADJUSTA6LE ARC ROTORS AND/OR SPRAY I-IEADS SET TO AVOID OBSTRUCTIONS OR OVERSFRAY AFPOXIMATEL Y AS SHOI.LN. (TYP) @ SLEEVING FOR EXISTING IRRIGATION PIPE AND WIRE AT NEW DRlvEWAY CROSSINGS 51-lALL MEET REQJIREMENTS FOR NEW SYSTEMS. 51:E DETAIL 'I' 514EET L-12. @ MAINLINE, LATERAL LINE AND CONTROL WIRE SLEEVE. SLEEvES TWO TIMES DIA. OF PIPE, 2' MIN. <TYF.J SEE DETAIL 'I' SHEET L-12 @ PROVIDE REQUIRED 6EFERATION BETI.LEEN FUTURE RECLAIMED IRRIGATION LINES AND EXISTIN6 POTABLE WATER LINE5 (SEE DEAILS Rt5 ON SHEET Ll3). (iJ) DRIP LAY-OUT FOR 5!-IRUB5- DRIP TIJ61N6 W/ .S2 GFH PRE-INSERTED EM15510N POINTS AT 18' OC. TU61NG PLACED 20' TO 24' O.C. UNI~ Y ALONG SI-IRUB ROW5 APPROX AS SHOUN. AVERAGE Af'FLICATION RA TE .56 ll'IIIT. TUBING SECURED WITH STAPLES S' O,C. @ Df<IF LAY-OUT FOR GROJND COvER- Df<IF TIJ61NG W/ .S2 GPf..l PRE-INSERTED EMISSION POINTS AT 12' O.C. TUBING PLACED 24' O.C. UNIFO!-:l'1L Y ALCNC:s PLANT ROWS APPROX. AS SHOUN. AVERAGE AFFLICATION RATE .51Zl ln/rr. T\J131NG SECURED WITH ST APL.ES !:>' O.C. @ AIRNACUUM RELIEF VALVE. LOCATION 5HOlLN PIAGRAMMATICALL Y. VAL VE TO BE INSTALLED ON MANIFOLD AT HIGII-IEST LOCAL ELEVATION crw. THROUGHOUT). @ FLU51-l VAL VE AT ENDS OF ALL DRIP SYSTEMS (TYP.J @ PVC 5Cf..l W ELECTRICAL CCNDUIT A5 FOLLOWS: 1' FOR FLOW SENSORS 'A' AND 'B' 1-1/4' FOR 12!2> VAC POUER AT RJTURE 600STER PUMP NORTH Architectural Landscapes Landv:ape -UrliooDeslgn 1'lo,nq -----S..t>looJo,C.W.0,, m,, 619 / '4M-10'Je Off'ta! [il!I /5J8.1'Mt Fn APPROVED FDR PLANTING ~ -~• ~~_!3!:JI~ T " AND IRRIGATION □NL Y. J!. kfe. {{'/I /(4.r;; t./,15""11 INCLUDING PRECISE P.E. zk9J EXP./.?,. DATE LOCATION OF PLANTING AREAS. -' . SHEET FDR• CALLAWAY GOLF GOLF BALL FACILITY t------+--+---------------·--+--------+--+-------+------l DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATF.: INITIAL OATE OTHER APPROVAL CITY APPROVAL OWN BY: ---1 PROJECT NO I DRAWING NO. CHKD BY: ---PD 484 364-7l RVWD BY: '---------~ ~4 RE6AR .., 12' O.C. EW WATERPROOFING 2-415 REBAR T 4 B ~ECTION 1il 12 II 2'-0' CONCRETE PLANTER WALL INTEGRAL COLOR LIGHT SANDBLAST FINISH •4 REBAR.., lb' O.C. EW_ 3/4' CHAMFER TYP_ 1/:2' X 2' HT_ REVEALS WATERPROOFING FIN_ GR PLANTE ANTING AREA S' SOIL DEPTH MIN. PERF. DRAIN 8' ~-CONCRETE PLANTER WALL INT. COLOR -LSB FINISH ~--3/4' CHAMFER TYP, 1/2' X 2' HT. REVEALS SIGNAGE GRAP~IC5 (B'Y OTHERS) 8' 2-ro' SIGNAGE LIGl-lT PER ELEC. ~-CONCRETE PLANTER WALL INT. COLOR -LS6 FINISH ~--3/4' Cl-lAMFER TYP. 1/:2' X 2' HT. REVEALS UE,<IKENED f"'LANE JT. • 2&' OC. 2 tz,IM'Y PSI CONCRETE CONC. MOW STRIP "4 eAR-6 CONT, --~ ,l 12' INT-=LOR MEDIUM BROOM ~--FINISI-I • TOP J In' RADIU$ TTF. eHRUe AREA TOWER PLANTER ® PLANTER WALL W/SIG:NAG:E DETAIL 0 CONCRETE MOW CURB DETAIL r CONCl'l!ITE 5TA1fl RI, INFOl<J:;INQ "4•16' O,C.E,W. CONCFi!ETE PAvlN:. Ofl PLANTER U/Af'i!NING 5TRIP ALL l=XT. 5TE a-TIT AT PLANTING AREA!; EXP. Jo!NT ..... -' . ... . ... . . ... • Mee FIN. -INTE~ COLOfl CONCFiETE . .d . . . ' .. . ·-. EXPAN510N JOINT JolNT CGN-11=:CTION f'ER F'AVINQ eECTION DETAIL& C.,,1-1/L-8 JOINT ~CTION FER FAV!Na. eECTION PET AIL5 Q,1-1/L-8 CG1"1PACTl=D 6A5!: F'ERSOILSl:NG, @f---E_N_T_R_Y_S_T_E_P ________ _ CONCFi!ET!, Pl=Dl=St,;!IAN PAVING 6ANDIN:J. VEHICULAR PAV1N:J. DECO LIGl-lT STANDARD (PER ELEC.> 12' WATERPROOFING 18' CONCRETE SEAT WALL LSB FIN. -INT. COL ~--3/4' CHAMFER TYP. ,-------t,.,_, X 2' 1-lT. REVEALS LIGl-ff STANDARD -----,._ 24' ,----CONCRETE SEAT WALL LSB FIN. 3/4' CHAMFER T'rP. ~-----t,.,_, X 2 ' 1-lT. REYE ALS PERF. DRAIN ,-------CONC. 51DEWALKf-----------1.z:::E~~~:J----~-/--,;I--JL---~ ~---CURB (PER CIVI ) ,-----+---+,,9-' X 2' 1-lT. REVEALS r--t<cONC. DRIVE '!;, REBAR BOT. fil 12' O.C. ®CONCRETE BENC!-1 -SECTION AND FRONT ELEVATION CONTl'l!OL JOINT :Mb' RADIUS ------....,_ 1/4' TOOU"D -----~ Erx.l:' REBAR <PER SCI-IE6>~,-_,_ I • ; . ,q' " ... ,,.;·, -e:.. __ ·.· A. .... ====-' • .., .. ~ w ' I :A .· ~~Q'(__' ~ x ~• SMC,OT4 STEEL -·~: ;-:~·_:·~-~-; ::·:; ~? ]~:~: .. ~-~~---i/J-':.:: ~:~:~<-~(~:-~· DOIi.EL • 36, o.c AT ALL CONSTR JOINTS Gl'i£A5E OR ~TECT ONE END EXPANSION JOINT ALL CONC. TO RECEIVE COLOfl MA To-lED JOINT 5eAI..ANT (Tn' J OVER EXPANSION JT_ 112' DEPTI-1 1/4' EXPANSION FELT @CONCRETE JOINT DETAILS CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED NO. DESCRIPTION WILUAM E. PLUMMER DISTRICT ENGINEER R.C.L 28176 SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEALTH APPROVED BY: DATE ~TE PAVIN(;r 3~ Ml CONC, 5eE FLAN FOi,? LOCATlo-15 • DEPTI-IS 2' 5AND 6A5E CCMPACTED Cl'IU5HED STONE l'lASE COMPACTED <VEHICULAR AREAS OILY> • - SLOl"E ~ l"LANS 1.5% MIN. EJ CJ elll @CONCRETE PAVING CHANGES APPROVED DATE DEVELOPERS NAME: ADDRESS· DATE PL.AN PREPARED: FINl&i-1 FER !"LA.NS l"EDESTRIAN AREAS VEHICULAR AREAS CONTROL JT. EXPANSION Jo!NT '.!S%CCMPACTED EXISTIN(; QRADE DETAIL TELEPHONE: BY: "3 REBAfit • 24' oc. "4 REBAR • 18' O.C. DESCRIPTION LOCATION RECORD FROM ELEVATION BENCH MARK DATUM ti!', x 3' !lMOOTl-l STE=---. __ ____ OOilEl.. " 36' OC. AT rr'P. CONCF<ETe PAVING Sl:le PL.oN FOR Dl=PT!-1 2' 5ANO E5ASI= ALL CONSTR JOINTS Gl'i£ASE Ofl PROTECT ONE ENO 2 -"4 REEI.ARS CONT_ OVERLAP 12' • SPLICES <FflOVIDE REBAR IN 60Ti-l DIF<ECTIONS AT BANOS G!REA TeR Ti-lAN 2' WIDE> C~ 5TONE BASE l"Efl ---.... SOIL5ENCi. (VEi-llCULAR AREAS! 95% cct1PACTED SUBeASE: ------. SEE FLANS FOR ~--FINl&l-1 :3/lE>' RADIUS T'rF. EJ VARIES 8' TI-IICKENED EDGE 0 SECTION 'al CONCRETE BANDING APPROVED: ENGINEERING PLANCHECKER DATE REVISIONS MUST 8E APPROVED BY PUflUC HEALTH ENGINEER CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FlLED, DATE INITIAL ENGINEER Of' WORI REVISION DESCRIPTION Architectural landscapes .rtao""'u"'!•P"• =- f'ta11,18 l-iARDSCAPE DETAILS .,,.,._~--s.,°"""'~ -m, __ 01h N.T.S. ffl/51&--... "AS-BUILT " APPROVED FDR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION □F PLANTING REVIEWED BY: AREAS. INSPECTOR DATE I s9ET J CITY OF CARLSBAD ~ PLANNING DEPARTMENT 0 TITLE SHEET FDR• CALLAWAY GOLF GOLF BALL FACILITY APPROVED ~_;2 ?.$ff ASSISTANT Pl'.A~NING DIRECTOR DATE I I DRAWING NO. DWN BY: PROJECT NO. DATE INfTIAL DATE INfTIAL CHKD BY: PO 484 CITY APPROVAL RVWD BY: 364~7L OTHER APPROVAL C.M, kl-D. INSTALL SREATI-ER 111BE5 al ALL TF!Ec5 ,6/,/D 5/,/RJS5' ffR Tl-IE FOLLOI.IIING l!OEDI./LE, I I/; c,ALJ..a/ Na,/E 15 GAi-La-i OJ-3' J4' 60X (J) -3' ¼'60X 0)-4' 48' E.JOX 13) -4' i,t,' 60X OR LAl'irtER (4) · 4' 6 t S F'ALHS (4) -4' -F!EQJll'/EMENT P<;-,r;li ~ HAY /3E OHITTEO /3Y LAND&::.AFfE AR::/-1/Tf:CT IF 80/L CCNDITICN8 ffF'N/ . BAFiK MULCI-I OR11J1'!' FINl5Hc.RADE ROOTBARRIER ---itt F'REVAILl!m WIND ~ --------------- IN PLANTERS ""'"'"'"""' LE% Tl,AN 5' WIDE "" i PLANTING, TAeL.en; ---+I PLANTING BAO<FILL E!A5E -'\Jlllf (FUDDLE f 5ETTLE PRIOR TO 5ETTlm TREE! F'REVAILl!m WIND ------------- 6ALVANIZED NAIL T'r!". ,.-------(4! TREE TIES MIN. Cl!• TOP OR STAKE, OTI-IERS Ul-lERE NECE55AA'f TO el!PPORTT!sl:E ~-----TREE STAKE 4' HIGM WATER BASIN (DURING T.iE MAINTENANCE PERIOD) ND5 &LOTTED Gf<!ATE• PIF1: SIZE DUCT T AF1: OVER .IOLES WITHIN lb' FINl54 GRADE 'DRA~All!D' SOCK ~'!!ll..------Rk:.ID FE~TED HANCOR FIF1: - EXTEND TO FULL DEF'Ti-1 ct' i-lOLE. ROU6l-lEN !ilDES f l'lOTTOM 2 CJ= DRAIN ROCK TREE PLANTING DETAIL CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES NO. DESCRIPTION APPROVED DATE DEVELOPERS H/\ME: -WILLIAM E. PLUMMER DISTRICT ENGINEER R.CL 28176 ADDRESS, SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH APPROVED BY: DATE DATE PLAN PREPARED: I er.AL. CONTAINER !> er.AL. CONTAINER ~ GAL CONTAINl'R 18' DE~ X 18' DIAMETER 18' DEEP >< 24' DIAMETER 24' DEEP x 24' DIAMETER ROUC.HEN SIDE!>-----.J"""° f BOTTOM Cf FIT ~---e.LOF1:1/4'/FT FINlei.l GRADE 2' DEF™ BASIN ~Jr-----PLANTll-1:r, BACKFILL ----PLANTING, TAeLET -...._ __ ROOTBALL --..__ PLANTING 19,ACKFILL (FUDDLE f 5ETTLE PRIOR TO eETTING 51-!!<UBI ~ SHRUB PLANTING DETAIL ~!---------------~ BENCH MARK DESCRIPTION TELEPHONE: LOCATION RECORD FROl.4 BY: ELEVATION DATUM 19,AFiK MULCI-I FINIS.I 6RADE COHPACTED SIJe6RADE PLASTER SAND ---+--- WRAF AROtJ.ID ROOTaALL ---+--- <5LOF1: BOTTOM! ,.-------4' HIGM UIATEI'! BASIN (DURING T.IE MAINTENANCE FEl'!IOD! ,.-------ATRIUM6RATE !!!ffi~~i.-----,F:ERTILIZER T ABLET5 :f/111!!!!1~----'DRA~' SOCK It.----4' RIGID FEfi;f'OR./\TED 1-1/INCOR PIPE - EXTENO TO FULL DEPTH Cf .IOLE. ----· Al:l5 DRAINLINE -OUTLET @ PALM TREE PLANTING DETAIL C\.-.-------------- PLANTING DETAILS N.T.5. Architectural Landscapes ,_,D ,peat,...._ S., ....... Olfraili_ 91UI ., ....... 011b, 619 / S]l,-1906 f&1II' APPROVED: "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION □NL Y. ENGINEERING PLANCHECKER DATE INCLUDING PRECISE P.E. EXP. DATE L□CA TIDN OF PLANTING REVIEWED BY: REVISIONS MUST SE APPROVED BY PUS UC HEAL TH AREAS. ENGINEER CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN ftLED. INSPECTOR DATE c;] CITY OF CARLSBAD ~ (Z) PLANNING DEPARTMENT (Z) ~-- SHEET F□R, CALLAWAY GOLF . GOLF BALL FACILITY APPROVED ~J! ?tf.':f/' ASSISTANT , ~ .... ':ING DIRECTOR DATE DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: PD 484 ENGINEER OF WOR~ CITY APPROVAL RVWD BY: 364-7L REVISION DESCRIPTION OTHl;:R APPROVAL 98-2-l 2- IRRIGATION NOTES WATER SOURCE I. THE IRRIGATION P.O.C. FOR NEW ON-SITE LANSCAPE IMPROVEMENTS SHALL ElE PO\LN5TREAM OF EXISTING 2' IRRIGATION WATER METER APPROXIMATELY WHERE SHOWN ON THE PLANS. Tl-lE CONTRACTOR SHALL CONNECT TO Tl-lE SERVICE LINE PIRECTL Y DOWNSTREAM OF THE METER AND EXTEND SYSTEM AS SHOLLN. 2. EXISTING STATIC PRESSURE AT Tl-lE POINT OF CONNECTION SHALL BE AFFROXIMATEL Y 112 PSI. THIS INFORMATION WAS OE3TAINED FROM THE CARLSBAD MUNICIPAL WATER DISTRICT AT (619) 438-2122 ON 2/6/98. 3. Tl-lE IRRIGATION SYSTEM 15 DESIGNED TO OPERATE AT 30 PSI TO 4!:> FSI AT THE SPRINKLER HEADS. APPROXIMATELY 8!:> FSI 15 REQUIRED AT THE POINT OF CONNECTION TO EXISTING IRRIGATION WATER METER A PRESSURE REGULATING VALVE Sl-lALL BE INSTALLED UPSTREAM OF Tl-lE 6ACK!=LOW PREVENTION DEVICE AS AN INTEGRAL PART OF Tl-lE ASSEMBLY. PRESSURE 5/.IALL 6E SET AT 8!:; PSI. 4 Tl-lE CONTRACTOR Sl-lALL VERIFY Tl-lE WATER PRESSURE IN THE FIELD PRIOR TO FURCI-JASE OF ANY EQUIPMENT AND PERFORMING ANY INSTALLATIONS. IF Tl-lE PRESSURE 15 NOT AS STATED A60VE, Tl-lE CONTRACTOR SHALL CONT ACT Tl-lE LANDSCAPE ARCl-llTECT FOR INSTRUCTIONS BEFORE PROCEEDING. PROCUREMENT AND/OR INSTALLATION OF ANY IRRIGATION EQUIPMENT WITl-lOUT VERIFICATION OF SATISFACTORY WATER PRESSURE 51-lALL ElE AT THE SOLE RESPONSIBILITY OF THE CONTF<:ACTOR @.!:'.!~Ml,,__ I. DRAWINGS AF<:E DIAGRAMMATIC. Tl-lE SCALI: OF Tl-lE PLANS SOMETIMES MAKES IT NECESSARY TO Sl-lOW IRRIGATION PIPELINES OUTSIDE OF PLANTED AREAS. THIS 15 ONLY FOR CLARITY OF THE FLANS. ALL IRRIGATION !::QUIFMENT SHALL 6E INSTALLED IN PLANTER AREAS WHEREvER POSSIBLE. 2. UNLESS OTHERWISE SPECIFIED ON THE PLANS, • ALL POLYETHYLENE LATERAL LINES Sl-lALL ElE In" LOW DENSITY POL YETl-lYLENE. • ALL PVC LATERAL LINES SHALL BE 3/4" PVC CLASS 200. • ALL SUS-MAINS <NON-PRESSURE LINE CONNECTED DIRECTLY DOUNSTREAH OF THE REMOTE CONTROL VAL VE) 5.-lALL BE ONE SIZE LARGER THAN THE REMOTE CONTF?OL VAL VE. • ALL PVC HAINLINE$ SHALL BE 11n• PVC SCH 40. • PIPE SIZING 5.-lALL BE DOWNSIZED ONLY IN DIRECTION OF FLOW. 3. ALL PIPE AND WIRE RUNS ROUTED UNDER PAVING Sl-lALL 6E SLEEVED. SLEEVES 5.-lALL BE AS NOTED ON THE IRRIGATION LE6END WITH BELLED ENDS. SLEEVES SHALL 6E TWO TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE TO BE SLEEVED (2' MINIMUM) SEE DETAIL 'I' SHEET L-I2. 4. SPARE CONTROLLER WIRE SHALL BE INSTALLED FROM ALL EXTRA STATIONS ON THE CONTROLLER TO THE FARTl-lEST VALVE ON EAC/.l LEG OF MAINLINE ON ANY PARTICULAR SYSTEM. THIS SPARE CONTROL WIRE SHALL BE A DIFFERENT COLOR FROM ALL OTHER !:> INST ALL POFUP'5 WITHIN l,Z,' OF ALL PEDESTRIAN USES. CONTROLS 1. SYSTEMS OF THIS PROJECT ARE CONTROLLED BY SOLID STATE IRRIGATION CONTROLLERS ASSEMBLED WITH SPECIFIED OPTIONS AND MOUNTED WITHIN A STAINLE55 STEEL ENCLOSURE. IRRIGATION CONTROLLER ASSEMBLIES SHALL BE AS SPECIFIED AND ASSEMBLED BY PACIFIC TEC.-lNICAL SERVICES OF LAGUNA HILL5, CA (114) 831-4460. THE CONTRACTOR SHALL EXERCISE STRICT COMPLIANCE WITH THE MANUFACTUF<:ER5' INSTRUCTIONS FOR PROPER GROUNDING, INSTALLATION AND USE. RECLAIMED WATER NOTES I. T..!E DESIGN, INSTALLATION IDENTIFICATION AND USE OF ALL ONSITE POTABLE WATER SYSTEMS, FIRE PROTECTION SYSTEMS, POTABLE WATER USED FOR IRRIGATION SYSTEMS AND RECLAIMED WATER IRRIGATION SYSTEMS Sl-lALL CONFORM TO ALL STATE OF CAUFO!'<:NIA, COUNTY OF SAN DIEGO, AWWA, SOCRA, AND/OR DISTRICT Fd.lLES, REGULATIONS AND GUIDELINES, ARTICLES AND CODES REGARDING THE DESIGN, INSTALLATION, IDENETFICATION USE AND MAINTENANCE OF ONSITE SYSTEMS AND PROTECTION OF T..!E FUE3LIC'5 I-IEAL Tl-I. THE CONTRACTOR SHALL HAVE A COPY OF T..!ESE PLANS AND T..!E STANDARD SPECIFICATIONS ON THE JOB AT ALL TIMES. 2. NO CONSTRUCTION SHALL TAKE PLACE WITl-lOUT ALL REQUIRED APPROVALS AND SIGNATURES ON THE PLANS. 3. ONSITE SEPARATION REQUIREMENTS, ..!ORIZONTAL SEPERATION, T..!E PRESSUREIZED RECLAIMED WATER PIPING SHALL MAINTAIN A TEN FOOT HORIZONTAL SEPARATION AT ALL TIMES FROM ALL PARALLEL POT A6LE WATER PIPIN6. IF A l,Z,-FOOT HORIZONTAL SERPARATION 15 NOT P055IBLE, SPECIAL CONSTFd.lCTION REQUIREMENTS MAY BE CONSIDERED. VERTICALqf;_E6]SATION, THE PRESSURIEZED RECLAIMED WATER PIPING 51-lAL MAINTAIN A MINIMUM ONE FOOT VERTICAL SEPARATION AT ALL TIMES FROM ALL PRESSURIZED POTABLE WATER PIPING SYSTEM. Tl-IE PRESSURIZED RECLAIMED WATER PIPING SHALL BE INSTALLED ONE FOOT 6ELOW ALL l""RESSU~IZED POTABLE WATER PIF"ING. IF A ONE FOOT VERTICAL SEPARATION 15 NOT POSSIBLE SPECIAL CONSTRUCTION ' REQUIREMENTS MAY 6E CONSIDERED. 4. QUICK COUPLING VALVES ON RECLAIMED WATER IRRIGATION MAINLINE$ S.-lALL BE OF A TYPE DE5I6NED FOR USE ON RECLAIMED WATER SYSTEMS. QUICK COUPLING VALVE AND KEY 51-lALL 1-lAVE ACME Tl-lREADS ONLY. RECLAIMED WATER. !:;,, NON-DESIGNATED U6E AREA6 5!4ALL BE PROTECTED FROM CONTACT WITH 6. ADJUST ALL SPRINKLER. IMPACT AND ROTOR HEADS TO ELIMINATE DIRECT OVERSPRAY, WINDBLOWN 5PFaAY. FONDING AND RUNOFF, ONTO NON-IRRIGATED AREAS. 1. ALL IRRIGATION PIPES SI-IALL BE IDENTIFIED AS CONTAINING RECLAIMED WATER ALL PIPE 6..!ALL 6E AS SPECIFIED AND/OR 5PECIFICALL Y PRODUCED FOR USE WITH RECLAIMED WATER CONTROLS CONT. 2. CONTROLLER LOCATIONS ARE SHOU..N DIAGRAMMATICALLY. FINAL LOCATION TO BE APPROVED BY THE OUNER'S REPRESENTATIVE. POWER FOR THE IRRIGATION CONTROLLERS SHALL BE PROVIDED BY THE OlLNER LOCATED APPROXIMATELY WHERE SHOWN ON THE DRAWIN6S_ THE CONTRACTOR 5.-lALL BE RESPONSIBLE FOR INSTALLATION OF THE IRRIGATION CONTROLLERS AND CONNECTION TO THE POWER SOURCE IN COMPLIANCE WITH ALL GOVERNING CODES_ 3. TO PREVENT UNNECESSARY IRRIGATION IN THE EVENT OF 5UB5TANTIAL RAINFALL THE IRF<!IGATION CONTROL SYSTEMS SHALL INCLUDE A RAIN SENSING DEVICE. Tl-llS DEVICE Sl-lALL BE THE RAIN GUARD AS MANUFACTURED BY WATER CONSERVATION SY5TEM5 INC AND SUFFLIED BY P.T.5. 12RI.E'...JRRl6A TION I. MANY OF THE PLANTIN6 AREAS OF THI& PROJECT SHALL BE IRRIGATED BY SURFACE DRIP IRRIGATION. 2. THE CONTRACTOR 51-lALL PRACTICE CAUTION WHEN INST ALLING DRIP IRRIGATION EQUIA'1ENT. ALL MANUFACTURERS DIRECTIONS, INSTRUCTIONS, RECOMMENDATIONS AND WRITTEN LITERATURE SI-IALL BE FOLLOWED. 3. PVC SHAVINOO AND BURRS WILL NOT eE TOLERATED IN THE SYSTEM. ALL PVC PIPE SHALL BE CUT WITH THE APPROPRIATE PVC PIPE CUTTERS. USE OF ANY TYPE OF 5AW FOR CUTTING PVC PIPE 15 NOT ACCEPT A6LE. Tl-lE CONTRACTOR Sl-4ALL BE RESFONSIBLE FOR ALL DEBRIS INTRODUCED INTO THE SYSTEM DURIN6 CONSTRUCTION AND SUBSEQUENT MAINTENANCE PERIOD. 4. DRIP SYSTEMS CONSIST OF FOL YETHYLENE DRIP TU6IN6 WITH PREINSERTEP,INTERNAL, PRESSURE COMFENSATIN6 EMITTERS. EMITTERS ARE UNIFORMLY SPACED ALONG THE TUBE AT 12' TO 18' O.C. !:>. IN GENERAL, LATERAL LINE TUelNG 15 PLACED ALONG PLANT ROWS ( UPHILL SIPE OF PLANT IF THERE 15 ANY 6RADEJ AND SECURED WITl4 JUTE NET STAPLES S7 OC. .l;XISTIN(t CONDITIONS I. PARTS OF THIS PROJECT WITI-IIN THE IS FT. ASSOCIATION SETBACK ALONG RUTI-IERFORD WILL REQUIRE AN INTE!'<f'AC!:: WITl4 EXISTING IRRIGATION EQUIA'1ENT. WHILE EFFORT WAS MADE TO ALLOW FOR THESE CONDITIONS DURING THE DESIGN PROCESS, THE CONTRACTOR SHALL 6E AWARE OF THE NATURE OF RETROFIT WORK., TI-IAT UNDERGROUND PIPE, WIRE AND OT!-4ER EQUIA'1!::NT 15 OF UNKNOLLN CONDITION. SIZE, ARRAN6EHENT OR EXISTENCE, 2. ALL WORK. IN T!-1I5 AREA 51-!ALL BE DOWNSTREAM OF AN EXISTING REDUCED PRESSURE TYPE 6ACKFLOW PREVENTION DEVICE. THE CONTRACTOR SHALL VERIFY THAT ALL CONNECTIONS ARE TO AN EXISTING IRRIGATION HAINLINE DOWNSTREAM OF A REDUCED PRESSUF<E TYPE BACKFLOW PREVENTION DEVICE. EXISTING BACKFLOW PREVENTION DEVICE SHALL BE TESTED BY A CERTIFIED TECl-!NICIAN AT THE EXPENSE OF THE CONTRACTOR. TEST CERTIFICATION SHALL 6E DOCUMENTED WITl-l THE LANDSCAPE ARCHITECT. 3. THE CONTRACTOR SHALL BE RESPON5I6LE FOR ANY AND ALL RECONNAISSANCE WOFK REQUIRED TO COMPLETE THE INTENT OF THE DRAWINGS. THE CONTRACTOR SHALL COORDINATE ALL WORK. AFFECTED BY EXISTING CONDITIONS WIT.-l APPROPRIATE ON-SITE PERSONNEL. 8. ALL IRRl6ATION EQUIPMENT <SPRINKLER I-IEAD5, VALVES AND VALVE BOXESJ SHALL BE COLOR-CODED FURFLE, PER AWWA GUIDELINES AND Tl-4E STATE OF CALIFOl'-:NIA HEALTH AND SAFETY CODE. ~-ANY DEVIATIONS FROM THE SIGNED AND APPROVED SET OF PLANS MUST BE APPF<:OVEP IN WRITIN6 6Y THE DESIGN CONSULT ANT PRIOR TO INSTALLATION. 10. FINAL COVERAGE TESTS MUST BE PEffORMED AND PASSED BEFORE A FINAL RELEASE WILL 6E ISSUED. DIRECT OVERSPRAY, WINDBLOUN SPRAY'. PONDING AND RUNOFF ONTO NON-IRRIGATED AREAS IS PROHIBITED. II. INSTALL INTE!'<.'NAL, EXTEl'-:NAL, OR IN-LINE ANTl~DRAIN VALVES AS NECESSARY TO PREvENT LOW-f.lEAD DRAINAGE. VALVE CALL-OUT S'r'MeOL IRRIGATION EQUIPMENT LEGEND SYMBOL DESCRIPTION MANUDFACTIJRER / MODEL REMA,-;K.$ DETAIL ~ IRRIGATION Hell=R ;?' IRRIGATION HETER SY OTHERS, 6E:E CIVIL DRAWINGS 6E:l= Noree AND 5Fl=CS ~ BAGKFLOUJ F!'<EYENTION DEVICE 2' WILKINS ':!l1SXL AND s= Y5eft IN5TALLl=D ON 2-1/2' SAAS& RleERS WITH Rl=DUCING ELeou.15 El (WITH Rill. WA"1NING T Au) SET F'f',1E55URE AT&, FSI 0 A.UTOMATIC CONTROLLER& 'A' AND '6' 2 !'<AINBIRD ESP-32MC SIPE BY SIPE SUPPLIED e,y PACIFIC TECHNICAL SEFcVICES A IN F""1EAS5EMBLED ENGL05URE AS GAB·RSl-32 +32/RSEIR5Rr.lRRA/2MYR/HFS•2(1)(t) ® FLOUJ SENSOR DATA INDLISTRIAL SIZE AS 51-!0ll.N. AS SLIPFLIED BY PACIFIC TECHNICAL 6E:FcVIGE5 G (WITH R.W. WA"1NING TAC.) WITH THE CONTROLLER ASSEMBLY. ~ HASTE~ CONTROL vALV1: RAINBIRD FE5-B-20lt) (WITH R.W. WARNINu T A<!s) FOR MASTER CONTROL IN5TALL DOILNSTREAM OF FLOW SENSOR F s REMOTE CONTROL VAL VE RAINBIRD FESB SIZE: AS Sl-lOUN F FOR OVERl-!EAD AND BU6BLER 6Y6TEM6 (WIT..! R.W. WA"1NING TA<!,) $ REMOTE CONTROL VALVE ASSEH6LY fli!AINBIRD 1=-Fl:66 (WITH R.W. WARNING. TM> F'RY SIZE DEPENDENT ON FLOW G, RGV WITH FRl:5. Rl=D. VALVE FOR DRIP SYSTEMS AND NeTAFIM PRV07!'>LF20, FRV01S!-IF2S OR FRV1S02! SEE DETAIL DRAWING FOR e.PECIFIGATIONS ~ Dl$G FIL TEii< NETAFIH DF07!:;-14"' OR DFlfZ)lZ'-I4"' FILTER SIZE DENENDENT ON FLOW 0 <WIT..! Rill. WARNING TA6) SEE DETAIL DRAWING FOR SPECIFICATIONS $ <,,ATE VAL'v1: NIBCO T-I36 (WITH RW. WARNING T Au) FOR I50LATION ON MAINLINE, MAINLINE SIZE D 0 QUICK COUPLER VAL\11: NeLSON 164S W/ 1641 KEY (WITH RW. GAF) INSTALL AF'A'-<OXIMA TEL Y WHERE Sl-lOUN E ~ DRIP LINE FLU514 VALVE NET AFIM TL"'5MYl"(WITH RW. WARNING T A<!s) INST ALL ON PVC FLU&H MANIFOLD N ® AIR I VACUUM RELIEF VALVE NETAFIM TLAVRV (WITH RW. WARNING TAC:,J INSTALL ON POLY DF?IF LINE AT HEIGHEST LOCAL ELEVATION M NO 5'T'H501.. FULL-BOX CARSON I4I':!l-I2 OR EQUAL SEE Dl=T AIL DRAWING J NO 5'T'1'1eOL CONTROL WIRE DIRECT BURIAL WIRE 14 uALIGE PILOT, 12 uAUGE COMMON H, I --' ---------... ...... FOL '11:T..!Y'LENE DRIP LINE NETAFIH Tl=CHLINE TLDL':!l-lel0(FURPLE TUelNG POL Y'ETHYLENE DRIP LINE WITH PRE-INSERTED EMITTER& --~----(CURVED OR 5TRAIGI-IT LIN!= SYl-lBOL) SPECIAL ORDER CONTACT NETAFIM l~IGATION,INC.J 18' O.G. LATEF<AL LINES 211!>' TO 24' OC. INSTALLED AS NOTED . MNP,P•Q -· ~· -.~ POL YETl-lYLENE DRIP LIN!:: NeTAFIM TEG..!LINE TLDL6-12IO(FlJRPLE TUSING POLYETHYLENE DRIP LINE WITH F'RE-INef:RTED EMITTERS -· _,,_ --(CURVED °"' 5TRA= LINE 5YMl'IOU i'>PECIAL ORDER CONTACT NETAFIM l~IGATION,INC.J I;?' O.G. LATE!<!AL LINES 24' O.G. INSTALLED AS NOTED. MN,O,P•Q PYC MAINLINE PIFI= PACIFIC PLASTICS ALERTLINE 1' -Iv,' : PVC $CH 4/1:lt 2' -3' • PVC GLMe 315 Ht I (PURPLE FIFE) OR EQUAL FVG LATERAL LINE PIPE PACIFIC PLASTICS ALERTLINE PVC CLASS 21Z)1Z'. 3/4' MINIMUM H, I <PURPLE PIPE) OR EQUAL ----PACIFIC PLASTICS ALERTLINE PVC SLEEVE (FURPLE FIFE) OR EQUAL PVC SCH 40/B<!)t TWO TIMES DIA OF FIIPE OR WIRE ElUNDLE. (2' M N.) H ' I ---- IRRIGATION 1-iEAD LEGEND &'T11190L DESCRIPTION MANtFACTURER / MODEl. FSI RAD. DISCI-IA~ (uFH) 3W)" IUI' 120· w· VAN EST 651/csr 360' 1!10' • 0 0 c!) (;J F'Cf'-UP SHIUl Sf'l<A Y MEAD RAINl31RD 1812-&,,!11-NF Ill/ 15 SERIES NOZ. 30 a' -15,1 3.10 I.S!; • 0 0 (') (QI F'Of'-IJP SIRe ~y llEAP RAINf;IRD 1812-SAH-Nf' Ill/ 12 efr!IES NOl. 30 II'~ 12' 2h0 l.;10 • 0 0 C) @ FOP-UP SHIUl Sf'l<AY MEAD p.AINf;IRI? 1812-SAH-NP Ill/ 10 SERIES NOZ. :llD "' -10' LU> 0i!t0 0 0 (9 FW-UP SHIUl Sf'l<AY MEAD RAINfllRD 1806-SAM-Nf' Ill/ 10 SERIES NOZ. :llD 3' -5' 0.40 e.!ORtRAt>ll&) .... ?C&~, 120· .. ~. ~ .. F'C&--t'2fJ ll.N.E86 on.mM!iE NOTED} (l) <D FOP-UP SHIUl Sf"l<AY llEAP FIAINf;IRD 1806 SAM-NP \1.111!; E5T OR 15 !IST 30 2' -a,1 ~T• FOl400,00T, FQl-400 /\tUOO <maai,ei; NOTl'DJ .. .e, " <:)-FOP-IJP ~ MEAD RAINBIRD ie,N, SAM-NI" Ill/ !, SERIES NOl. 30 0h0 ~•• F014"", IW'• ~ . .,,,,-. ~ /\tUOO <maai,ei; NOTE!)/ FC/PC i'CIPC FCIPC FC/PC FC/PC FC/f'C FC/PC FSI RAD. FC/f'C i'CA='C @ @ @ @ @ ® STillEAH fll:)TOR ON ~ (511Al.l.! FIAINf;IRD T-Eo l'C Of PC -Tn-xx -NP !SEE ,i,ite flSl.GOlJ FOR""'-Nf) HOZZLEJ 4E, 11' • 21' 3.10 ® @ ® @ ® @ 51F£AM Fa?TOR ON RISER (eMAl.l.! RAINBIRD T-E, l'C or PC -130-JO< -tf' ree N01E ea.a11 fOR ,.,,,_ ,.,., HanL.EJ 4& 22' • 2b' !\be> 3.1& DESCRIPTION AND EXPLANATION Of HEAD 5YM!BOL5 FOR ALL eFRAY HEADS ~IC SYMBOL INDICATES NOZZLE 5ERIES ~ /JRC ex-~ FOR ALL 5TRE,l>J1 ROTORS SYMBOL INDICATES eFECll'IEO MEAD~ NOZZLE 0 POT Ov1:R SYMBOL • I!:> ~E5 Q1 L~ OYER SYM60l. • 12 SERIES 0 BLAN< OVER 6YMBOL • 10 ~ee 8 LN: 11-RO.k;II SYM60L • 51DE SlRIP NOZZLE @ DCWLE LINE THmJGH 5Yl1BOI. • END STRIP NOZZLE o SMALL SYM60L = ~ IIIAD!le /IIZJ ~5 Ill/ FC5! • FILLEP IN SYMBOL , RILL CIJ,!'.ll 0 EHPTl" SYMBOL • 1!10' 0 DOT IN51DE 5YH60!. • 110· G ~ LINE INSIDE sYMOOI.. • w· @ V INSIDE SYl1BOI. • VARIAl'll.E /JRC /VAN) SMALL ~ MEDllt'I ROTORS , FIRST DIGIT INDICATES ROTOR TYPE/ 2 • T22, 3 • T30, 4 , T40! 51:ca-lD PkllT INDICATES NOZZLE, r,;.11,m, &•&m, 1•-4JI>, 11,.3-,, &•l.!>, .;.,.,, 3.u,, i-u, I-Im, <1>•.h!!! T-BIRD ROTORS AF1E U5ED FOR SMALL ~ MED1ll1 fit.6mE ~ T1-IROX,I-I T4 /4' POP-UPI AfsE U5EP IN T1Jl,if A!<£A6. Tll W'POP-LIPI AfsE USED IN 5Hf,IJB AKl ~ COVER A!i£A6 ALL ROTORS ADJACENT TO PEl'INITf flOJslPAAIES AF1E PC (!"ART CIRCLE/ ALL ROTORS AWAY fli'la1 eG\WARIES Al'£ Fe <RJLL Cll<Cl.f/ 120· "l0' VAN l23 0.~ VAi<. 0Jl1 01,!:, VAR 0!/J 0.39 VAA 0.;10 020 0.<lll> 0~ FC/f'C FCIPC FCIPC 2h!, w 1.32 l.90 2/lllZ' l<lll> DETAIL f5T e.eye5T 0.6!:o 120 v•w YtW v•w YtW 03 0h YtW v,w FCIPC FCJFC l.00 hi, sn l.00 sn Architectural Landscapes 12. CROSS CONNECTION TESTS SHALL BE PERFORMED ON ALL WATER SYSTEMS, INCLUDING RECLAIMED, OR FUTURE RECLAIMED IRRIGATION SYSTEMS, AND ALL POTA6LE WAT!::R SYSTEMS, AS DETERMINED BY LOCAL AGENCIES PRIOR TO THE USE OF RECLAIMED WATER. ALL CROSS CONNECTION TESTS MUST BE PERFORMED AND PASSED BEFORE A FINAL RELEASE WILL 6E ISSUED. CONT~OLLER ---""' STATION NUMeE~ AND ~ 35 SIMULTANEOUS VALVE OPEF?ATION IRRIGATION NOTES -i DETA 13. RECLAIMED WATER SYSTEM HOURS OF OPERATION ARE FROM 10,00F'M TO 6:00AM UNLE55 DIRECTED OTHERWISE BY LOCAL AGENCIES. 14 THE F0LLOWIN6 INFOF:MATION MUST BE SUBMITTED BEFORE A . FINAL RELEASE WILL BE ISSUED, A. ONE COMFLETE SET OF AF'F'ROVED 4 MIL. THICK REPRODUCIBLE Ff.JOTO MYLAR RECORD PLANS. (NOTE, ALL RECORD PRAWIN6 INf'OF:MATION MUST BE REVIEW!::D AND APPROVED IN WRITIN6 BY Tl-lE DESIGN CONSULT ANT BEFORE PRODUCIN6 THE MYLARS.) FINAL RECC>ro PLANS SHALL 6E PROFE55I0NALL Y DRAFTED. B. ONE COMPLETE SET OF APPROVED RECORD 6LUEL INE PLAN5. C. Tf-1REE COLOR PHOTO PROCESS CONTROLLER CHA~TS FOR EACI-I POINT OF CONNECTION/CONTROLLER D. COMPLETE 6ACKFLOW INVESTIGATION AND TEST REPORTS FOR ALL BACKFLOW PREVENTION ASSEMBLIES ON SITE. vALVESIZE--~\liYT~i ~---VAL VE DI5C..!A1<"6E (GA'1) N.T.5. APPROVED: VALVE CALL-OUT SYMBOL ENGINEERING PLANCHECKER OATE CONTROLLER :TATION NUH6E~ AND \ A 1 1 SIMULTANEOUS VALvE OPERAT :JNR£VISIONS MUST BE APPROVED BY PUBLIC HEALTH JD 1 ''.__ ENGINEER CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FILED. vALvE DISCHARGE '.'AL VE SIZE:: <GPMJ APPROVED FDR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. er] I ,_,.,,___ Son Oloeo, Collfotrja m,<) 619 I 434--1098 ()ffl,;c 619 I 538,.198{, Fti: "AS-BUILT " P,E. EXP. DATE REVIEWED 8Y: INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DEPARTMENT (Z) SHEET FDR• CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES BENCH MARK CALLAWAY GOLF --~~· GOLF BALL FACILITY NO. DESCRIPTION APPROVED DATE ,---·-DEVELOPERS NAME: .. ,,_, __ DESCRIPTION ' Wll.LIAM F Pl.UMMfR ADDRESS: .. •~•nn·~ APPROVED ·:;µY tzr9r DISTRICT F.NGINFFR R.C.i,:. 28176 . ~--··· LOCATION SAN rnEGO COUNTY DEPARTMENT TELEPHONE: --PEtNNING DIRECTOR OF ~----~--ASSISTANT DATE ENVIRONMENT AL HEAL TH I I DRAWING NO. -----~--RECORD FROM OWN BY: --··-PROJECT NO_ ·--~~-----DA1E INITIAL DATE INITIAL DA1E INITIAL CHKD BY: ELEVATION DATUM PD 484 .......... , .. --·-·--DATE PLAN PREPAREO SY: ENGINEER OF WORf RVWD BY: 364-7L APPROVFD BY: DAI[ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL -- 0 - 38' 1- = = = = = = FRONT VIEi,' I-TOF ENTRY CONTROLLER ENCLOSURE. 2-I20-YOLT 5ERYICE IN CONDUIT. SIDE VIEi,' 3-POURED CONCRETE BA5E -12' MIN. TI-IICKNE&e> - i=:XTl:ND CONCRETE lo' BEYOND OUT6IDS: DIMEN5l0N5 OF ENCL05URE WITI-I 2% &LOPE f'OR DRAINA<.:.E 5\JMf'. CENTER Of' PAD TO I-IAVE PEA GRAVEL. 4-PVC LONG 51.iJEEF ELL -&IZE A& REQUIRED. !:>-DIRECT BURIAL REMOTE CONTROL WIRE&. 13 J' o/ ~-It>' ----j 1~+---12 :u~~~r-e I, II 11~2 II II •. • I I II n II r7 1 I r-----11 1;-3 lo-POWER SWITCH/Gifl RECEPTACLE. 1 -CONTROLLS:R 4 8-TEl'i:MINAL 5TRIP WITI-I OPTla-J6 A5 &FECIFIED. 9-PVC LONG euJEEP ELL &TUBBED TO ADJACENT FULL BOX f'OR COMMUNICATION CABLE5. 1€>-3/4' DIA X %' ELl=:CTRIC GROUND ROD. 11-EPOXY 5EALANT AROUND EDGE6. 12-BACK60ARD. 13-6ROUNDIN6 LUG TEl'<'MINAL WITI-I CONNECTION TO GROUND ROD. 7 ~---14 9 11 1-__J 12 1-REDUCED FRE&euRE i'T'P!= 6ACKFLOW 8-CONCRETE FOOTING (I GU. FTJ FREYl=:NTION DEVICE A55EM6L Y. 9-6RA55. i'T'P!= K COPPER OR CL3I!:> f"VC 2-Y' &TRAINER WI 2€> ME51-1 IN5ERT AND FROM METER FRE5SURI: REG. (&ET AT--1"51)_ I0-PYC MAINLINE. 3-BRA55 ELL'& (REDUCING IF NECE65ARYJ. 11-FEA GRAVEL euMP (I2'Xl2'Xl2'). 4-BRA$5 UNION (RISER &IZE:J. 12-UNDl&TUl'<SED OR COMPACTED !':>-6RA55 Rl&ER.5, MAINLINE 6IZE: <LA.R.J SUSGRADE. b-ElRAl:>6 NIPPLE6 (NO CL05E NIPPLE&J. 13-CI-IAIN • PAD LOCK (OR REMOVE 1-lAND 1-PVC 5Cl-l 80 OR COFI ER SWEAT FEMALE Wl-lEEL&J. ADAPTER (DEEP SOCKET) ON etRYICE. 14-IDENTIFICATION TAG& A5 NEEDED. NOTE, A 6ACKFLOW FRl=YENTION DEVICE A55EMBL Y 51-!ALL 61=: IN6T ALLED IN ACCORDANCE TO 6,0YERNING CODES AND ORDINANCE. B. WRAF SU6&1f.l=ACE BR,456 PIFINC'I WITl-l IIZ' HILL UFC FIFE WRAP. C. IN&TALL PER CM.WD. STD. Dur..•~- ~ 4~ ~------t_..J.J.._ 8 !:> PIPE DIAMETER HIN. 1-FLOW &ENSOR 2-COMMUNICATION WIRE (COIL WI 4' EXTRA WIREJ. 3-WATl=R PROOF CONNE::CTOR5. 4• JUMBO RECT. VAL YE BOX WITl-l EXTENSION. !':>-BRICK OR BLOCK SUPPORT&. b-PEA GRAVEL 6UMP 3' Dl=l=P. NOTE, = =1 1::-111- .----1 rlow e, 10 FIFI: DIAMETS:R.5 MIN. I!> 1-PVC F'RE66URE MAIN &IZE:D E::QUAL TO &ENSOR f'OR REQUIRED LENGTl-l. a-REQUll'l:D Dl5T ANCE FROM ANY FITTINC'I OR 1-lARDWARI:. 9-REDUCING FITTING OR 1-lARDWARI=. 10-PVC A-$&6URE MAIN. 11-AT FINl51-1 GRAD!= IN TU!'<f't I' IN 51-!RUBAl<:EA 12-UNDISTURBl=:D OR COHF'ACTED SUSGRADS:. A. FOLLOW MANUFACTURl=R5 Dli.:ECTION& f'OR CORREC.T INSTALLATION. B. NO &IZE: OR Dli.:ECTION CI-IANa,E UJITI-IIN lti>x FIFI: DIAMETER Ul"5Tfi?l:AH AND !:>x PIPE DIAMETER DOIJ.N6TREAH ot= etN&OR C. R. W. WARNING TAG IF Rl=QUIRED. I-GATE YALY= OR 19ALL VALVE. 2-VALVE BOX WIEXTENSIONS AS NEEDED (PIJi;1:FLI=). 3-BRA&t> UNION WI ElRAl:>6 NIPPLE. 4-ElRICK OR ElLOCK SUPPORTS. !':>-Pl=A GRAVEL 5UHP 3' Di=:!::P. b-FVC &Cl-I 80 NIPPLE (TDEJ NOTE, 1-FYC 5CI-I W FEMALS: ADAPTER 8• ( DEl=:P SOCKET J. FYC FRE66Uf'I: HAIN (TTf" J. 9-PVC SCH 8'1' 4!:> DEGREE ELLS (Tr'P.> 112)-AT FINISI-I GRADS: IN TURF, I' IN 51-!RUB AR=A 11-UNDISTURBED OR COMPACTS:D 6U6GRADE. A. YALY=& UF TO 3' DIA. 51-!ALL 1-lAY= MALLEABLE IRON TEE 1-lANDLE&, YALvtS LA~R Tl-lAN 3' 51-lALL 1-lAVE SQUARI= OPl=RATING NUTS. e. 4-4!;" PVC l=LBO\LI FITTINGS 51-!ALL BE U6ED TO RAl5E BALL/GATE VALYI: TO WITI-IIN 12' OF FINISI-I GRADE. C. RW. WARNING TAG IF REQ. 7 ~ CONTROLLER WITH STAINLESS STEEL ~CLOSURE ~ ~ NO 8C,o\U! G)~B"'-A_...:..C_K_F.;._L_O~W~P_R;..._...c.__E_v..c..-E_Nc.c..Tc.;;IO;...cN..c...=D-"E;c...;V;__;;.l=-C=E-------..,-OCAU<-0 FLOW SENSOR _L ~-Hc:)ec-.AL!: 0GATE OR BALL VALVE _L . . . . . . • .. .. ' "";."' . . .. -.. .. (I .. . 11. 1-QUICK COUFLl:R VALVE. C 2-6RA55 RletR LA.R (&IZE EQUAL TO GlCY INLETJ. 3-$WING JOINT (2 5Cl-l 80 6T ELL6• I 5Cl-l BIZ' T X T ELL• I 5Cl-l BIZ' NIPPLEJ. 4-PVC TEE (51:>TJ OR EL (5T) ON Pl'<E55 MAIN. !':>-FVC PRESSURE MAIN. t.-PEA GRAVEL eut1F WITI-IIN SOX NOTE· 18' 4 '------'----3 1-l/2'X3b' 5Cl-l 40 GALV STEEL PIPE STAKE AND 2 STAINLESS STEl=L Tll=S. 8-FLU51-1 IN TURF• 2' IN IN 51-1RU6 AR!eA. 9-12' FROM WALKS. CUR65 OR WALL&. te-vALYE BOX (PU""1"'LI=). 11-BRICK OR CONCF<ETE 6UPPORT5 (TYF). 12-UNDISTURBED/COMPACTED SUEIGRADS:. 13-CONCRETI= FOOTING (I2'xl2'xl2'). I= TEFLON TAPE ON ALL Tl-ll'sEADED CONNECTION$. A U6 B.$\U C.R ING JOINT AND &IDE OUTLET OF TEE TO BE SIZED EQUAL TO QCY INLS:T. W. WARNING TAG IF Rf'Q QUICK COUPLER VALVE ee:;tk:JN, -NO 6CA..e _J_ 18' _L B/C-- F.G. !;----+!--~ lo ----1-1--. 12 l 18' MCV 12' RCY '-------1 :I = = = = = 11::: IIZ' II 1-REMOTE OR MASTER CONTOL VALVE. 2 -WATERPROOF WIRE' SPLICE. 3-VAL vt SOX (PURPLI=). 4-CONTROL WIR!e5t BUNDLE AND TAPE (WI 4 FEET MIN. S:XTRA WIRE). e,.pyc 5Cl-l 80 NIFFLI= (TOEJ LA.R. b-PYC 5Cl-l 40 45· ELL (TYP 4X). NOTl=:S, 1 -FYC F'RESSUl<f FIFE. e-PVC NON-F'RESSURE' FIFE FOR RCV, PVC PRE5SUl<:E PIPE FOR MCV. 9· BRICK OR CON~TE SUPPORTS. hel-f"EA GRAVEL 5UMP, 3' DEEP MIN. II-UNDISTUR6l=D/COMFACTl=D 6Ul:IGRADI=. 12 -FLU5!--I IN TUl'<f', I' IN GROUNDCOVER A. VALVE BOX LID 51--lALL BE BRANDED TO IDENTIFY VALVE. S.CONTRACTOR !:MALL INCLUDI= A Cl-lRl6TY'6 IRRIGATION IP. TAG ATTACI-IED TO VALVE SONNET SOLT. TAG &I-IALL INDICATI= CONTROLLER AND STATION NUM E 6R C. RW. WARNING IF REQ. 0 REMOTE 4 MASTER CONTROL VAL VE eecTICM-~~ CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES ,-... --NO DESCRIPTION APPROVfD DATE -~•=·~- DEVELOPERS NAME: -·-·---WILLIAM E. PLUMMER DISTRICT ENGINEER R.C.E. :/81 76 ADDRESS: __ --· --~••,M•,~M•"••=-~-~-~---~-~a , ~~-~ .. -SAN DIEGO COUNTY DEPARTMENT OF f[LEPHONE: "'~~--- ENVIRONMENT AL HEALTH ., ..... , ... , .. , -...•. , -·~· '"-"' "'"' ,, "" ,, --DATE PLAN PREPARED: BY: APPROVW BY: DATf .,._ --- _L II !;, 4 4 3 2 8 9 le I-REMOTE CONTROL VAL YE. 2-314' PRY OR 1-1/2' FRY <SES: NOTS: 3-6ELOW>. I' 5CI-I W UNION. 4-SCI-I 80 NIPPLE LAR (TYPJ. &-PVC &cl-! 4€> FEMALE ADAPTl:R <TYF). b-12' x ,e· VALVE SOX (PURPLE). Nore, 1 II 12 1-FLU61-l IN TU!'<f', I' IN c:,,ROUND COYl=:R 8· 6RICK 6UPPORT n-EA. CORNERJ. 9-UNDISTUR61=D OR COMPACTED SUB-GRADS:. I12)-f"!=A GRAVEL 5UHP 3' DEEP. 11-PVC F'RES6URI: PIPE. 12-PVC Na-J-FRES6URE' PIPE. A. !"OR l"LOW6 TO 3b c:,,.PM. USE 3/4' PRYIZ'l&LF20. B. FOR FLOW6 OF 3b-l& G.PM. Uet 3/4' FRY01&1-lF2&. C. FOf.t FLOW5 20-40 GPM USE H/2' ~!:>IZ'2e.. D. VAL vt BOX LID &1-!ALL 6E 6RANDED TO IDl:NTIFY VAL VE. 7 INCLUDE Cl-lRISTY'S IRRIGATION IP. TAG ATTACl-!ED TO VALVE E!ONNET SOLT TAG . E. Sl-lALL INDICATE CONTROLLl=R AND STATION NUMBER F. Rill. WARNING IF REQ. APPROVED: ENGINEERING PLANGHECKER ~ REMOTE CONTROL VALVE W/ FRV FOR DRIP IRRIGATION REVISIONS MUST BE APPROVED BY PUBLIC Hl;ALTH ~ tJf!C11aN-M?~ ENGINEER CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTAnoN IN FILED. BENCH MARK ---- DESCRIPTION . LOCATION RECORD FROM -,~~-=~ DATE -INITIAL fl.l'.VATION DAnJM DATE -ENGINEER OF WQRf REVISION DESCRIPTION -------------·----······-·-"··-·-"· ---~~-.--,-,-~ --m~• - IRRIGATION DETAIL N.T.5. _J Architectural Landscape, ,Lancbcape ---Urban~ Plormi1r! _, __ San Diego,~ 9'ni9 t;,"$ I 4'H-11J9e Offit'it ti19 / §38.'51Wi, Ffl.'lf "AS-BUILT " APPROVED FDR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF AREAS. PLANTING REVIEWED BY: INSPECTOR DATE .. ~,. L[] CITY OF CARLSBAD ~ 2 PLANNING DEPARTMENT 0 --SHEET FOR, --CALLAWAY GOLF GOLF BALL FACILITY APPROVED ~.I-_,_ 9-ct:fr_ ASSISTANT ~~NING DIRECTOR DATE OWN BY: I l DRAWING NO. PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: PD 484 OTHER APPROVAL CITY APPROVAL RVWD BY: 364-7L L 12' 16' 3' MIN. 2-----'-t--rtt---- 3-----+'=~--- - -=1 1= 111==1 I I_ 11 11 -.,,_,. !:>-UNPl5nJRBEP SOIL 1-PVC NON-PRESSURE PIPE 2-FVC PRESSURE PIPE 3-CONTROL WIRE BUNDLE lb-lMPROYEP BACKFILL WHERE REQUIRED 7-MINIMUH Dl5TANCE FROM HARP5CAPE 4-AFFROVEP BACKJ-ILL NOTE, A. PIP!:. AND WIRE TO SE IN&TALLED IN 5LEEYE5 UNDER ALL PAVING AND EXTEND 12' PAST EDuE OF PAVING. 5LEEVE5 TO BE, 3/Zl'TO 3r;,' COVER UND!:R ROADS AND DRIVES 16' TO 24' COYER UNDER WALKS e. SEE 5FECIFICATION5 FOR OTHl':R REQUIREM£NT5 .. 12' HIN. ~.N()e,c,.6L!! 1-POP-UP ROTOR J..JEAD. 2 -SWING JOINT A55EMBL Y (3 MA~ex ST l':LL5,I !}CJ..l e.ti NIFFLE). 3-PVC !>Cl-l 40 TEE (55T) OR EL (5T>. 4-FVC NON-FRESSURE LATERAL. S -AT FINI 5H <.'.RADE IN TURF-t I' IN SHRUB AReA. lb-DISTANCE FROM ..!ARDSCAPE- WALK& = 4't WALLS = 8'. NOTE, A. FOR ALL LA~!: 14161-1 PRESSURe ROTORS (bit> !"'SJ +) SWING JOINT SHALL 61= A PREFABRICATED, 3 ELEIOW, O-RING SEALED ASSEMBLY MANLA=ACTUReD BY DURA, LASCO, &PEARS OR Ea. B. R.W. WARNING CAF IF ReQUIRED. ~ POP-UP ROTOR HEAD ~-NO~ + _L 3r;,' HIN. COVE:R 3 -+----4 _i__-+-"lf'I:: -~~.,'--+----: 3' 3' 1----' I-HAR05CAFE SUFFACE B'r OTI-IERS. 2 -90% CLEAN !::IACKFILL A5 REQUIRED <REFER TO f:N6INE!:R FOR &FECIFIC MATERIAL AND COMPACTION REQUIREMeNTS. 3-$OIL 5EFARATOR. NOTE, 4-CLEAN GRANITE SAND. 5-PRE55URe MAIN LINE UJ / SLEEVE. lb -LOW VOLT A6E CONTROL WIRe5, SLEEVE SIZE AS REGlUIRl::D. 1-LATERAL LINE WITH SLl::EVE. A. ALL SLeEVES TO 6E PVC 5CH U> UND!:R VEHICLE PAVING, SCH 4iZ> LINDER PEDESTRIAN PAVING. B. ALL 5LEEVES TO BE SIZED TWICE THE DIA OF Tl-IE PIPE (2' HIN.) c. ALL &LEEVES TO RUN A MIN. OF 12' 6EYOND HARD5CAPE EDGES. D. USE RECLAIMED WATER IDENTIFICATION FllRPLE PIPE OR ALL SLEl=VE5 &HALL HAVE WARNINC. TAPE: ATTACHED WITI-I U/L LISTED 3/4' ELECTRICAL TAPE EVERY F-IYE (!;') FT. (WHERE REQUIRED). E. CURS5 51-lALL 6E ETCHED OR CHIPFl=D TO IDENTIPr THE (CROS5ING 5LEEVING) AT Tl-l!: CU~LINE IN 4-INCJ..l LETTERS, (DUJ6LJ FOR POTABLE WATER (RUJE,L) FOR RECLAIMED WATER 8 TRENCI-IING eecnGlN. -JC) ~ TOP TO ee VISISLE MULCJ..l COVER F.G. 5-~-, t !:>' MIN. 4 ----.:---l-kle9'~¥<~ o O 0 0 0 0 ~~~g 1 ---------()_r, ('j 8------------~ oe>-BRICK SUFFOFTS (TWO). i 1-Ii'>' ROUND VALVE SOX (FLIRFLl:U. 2-AIR/ VACUlM RELIEF-VALVE. 3-3/4 'H x 1/2 'F REDUCTION 13Ue>HING. 4-Iw· 2-WA'r ADAPTER n=e. 1-P=A a.RAVEL SUMP. FILL toe~ OF VALVE (6EE NOTE). !;-SECURE LINE WITH 'TECHLINE' TLS6 5TAl"LE5, S' O.C. NOTE, 8-POL 'r DRIF'LINE OR BLANK TUBING. 9-5!:E LANDSCAPE PLANS FOR DS:PT.-1 OF MULCH. A. AIR/VAC TO BE INSTALLED AT HIG.1-!eST LOCAL !:LEVATION. B. T..!REAP AIR VACUUM RELIEF-VALVE INTO ADAPTOR TEE UJJTH TEFLON TAF1E. C. NOTCH SIDE OF BOX FOR UN06STRUCTED LINE ACCESS. D. PROVIDE CONT. 5UFFORT OF TUBING• AIRIVAC VALVE. AIR/VACUUM RELIEF FOR POL, ON GRADE H ~ -NO ecAW! - T + __J_ CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES NO. DESCRIPTION APPROVED DATE DEVELOPERS NAML '-"~•·-----· WILLIAM E. PLUMMER ADDRESS: DISTRICT (NGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPARTMENT OF TELEPHONE: 1---~--. ENVIRONMENT AL HEAL TH -- ' -DATE PLAN PREPARED: BY: APPROVED BY: DATE ,.........,...-. '" _, ......... , __________ ---.. -···-------- .. . .. . A 1-PVC $CJ..J 4" OR W SLEEve. 2-CONTROL WIRE. 1 3-WATl::R PROOF WIRE CONNECTORS OR !:XPAN5ION L00\"'5 CLA!3t:L WIRES WITH CONTROLLER AND STATION•). 4-18 ' MINIMUM <SEE 5PEC5. AND TRENCH D!:TAIL). NOTS:, 3 2 8 &-Flue+-J IN TURF-, I' IN GRO.JND COVER. &-SRJCK 51.JFF~ {I-EA CORNER) 1-3' DEEF PEA a.RAVEL e.uMP. 8-UNDISTURBED OR COMPACTED 5US-Gf<'ADE. 9-12· x 1a· vALYE eox wr exreNe.ror-L A IN TH!: CA5E OF HAND HOLES IN HeDIAN ISLAND, SLEEVE !'<LINS IN ElOTI-I DIRECTIONS. B. TO 6S: INSTALLED AT ENDS OF-ALL WIRE SLEEVES RUNNING, 212:' FT. AND LONGl::R. G)f-'F'---=UL=L=----=6:::...cO=-.::....:X'---------------_,,.,..--_...,-=- TOP TO BE Vl5I!3LE 2 A MULCH COVER 3 24' 4-SRICK SUPPORTS CTU.IO). + 1-lb' ROUND VALVE BOX <A.IRPLEJ 2-TECHLINE FLIJeH VALYE TLFV-L 3-6LANK TUBING FLueH MANIFOLD &-P=A <.'.RAVEL $UMP (8' DIAMETER 2-4' PEEP F-ROM BASE). SECUReD UJITI-I ST AFLE5 5' O.C. lb-51::E LAND5CAFE FLANS FOR DE:PTH OF MULCH. •-. .•: ,i ,. . -, ... . I-POP-UP SPRAY I-IEAD. 2-SWING JOINT ASSEMBL 'r (3 MARLEX ST ELLS, I 5Ct-l w NIPPL!:). 3-PVC ecH 4" TEE (SST> OR EL (5T). 4-FVC NON-PRE55URe LATERAL. NOTE, A. RW. WARNJN<.', CAP IF REQUIRED. 12' MIN. &-AT FINISH <.'.RADS: IN TUFiil"• I' IN SHRUB AReA. 6-PISTANC!: FROM WALLS, 4' RAD. HEAD • 3' lb' TO le>' RAD. J..JEAD • lb' 12' TO I!:>' RAD. HEAD • 8' DISTANCE OTHER HARD<'>CAPE • 3'. 8 POP-UP SPRAY I-IEAD IRRIGATION DETAIL N.T.5. 7 _J Architectural Landscape• l.and,ap,~ IJ,banDe5iw> Plaiiulk.g ---Slln Clllgo, Olllmw 9'lU9 8R J ----1098 Of'fb!! 619 / 538-1986 fa NOTE, APPROVED: "AS-BUILT ,, A. NOTCH SIDE OF SOX FOR UNO65TRUCTED LINE ACCEOO. APPROVED FDR PLANTING B. PROVIDE CONT. 5UFFORT OF TUSING• FLUSI-I VALVE. IRRIGATION AND ONLY. ENGINEERING PLANCHECKER DATE INCLUDING PRECISE P.E. EXP. DATE 0 END FLUSI-I ON GRADE LOCATION OF PLANTING REVIEWED BY: REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH AREAS. ENGINEER CITY ENGINEER & DISTRICT ENGINEER ~ -..., ~ PRIOR TO IMPLEMENTATION IN flLED. INSPECTOR DATE CTr:] CITY OF CARLSBAD ~ 3 PLANNING DEPARTMENT 0 . . SHEET FDR• ' BENCH MARK CALLAWAY GOLF -GOLF BALL FACILITY DESCRIPTION APPROVED~ /./} 1-&rt· ~ LOCATION ASSISTANT PLA'NNING DIRECTOR DATE RECORD FROM OWN BY: I PROJECT NO. I DRAWING NO. DATE INffiAL DATE INITIAL DATE INITIAL CHKD BY: ELEVATION DATUM P0484 ENGINEER OF wom RVWD BY: 364-7L REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL . ----------- F.6. .. . ,-.. .. • ... . . , . ' ... ,·. - 2 4 S I I I .. . 1· FVC NON-PRE!'>$URE PIPE <TYP), 2-PVC SCH 4e> FEMALE ADAPTER <TYP). 3-3/4 OR I' DISC FILTER ($EE NOTE). 6-FLU5H IN TURF, I' IN GROUND COVER 7-6RICK SUPPORT (I-EA CORNER) 4-FVC 5CH IMl UNION (TXT). !;,-FYC SCH 80 NIPFLE LA.R NOTE, 8-3' DEEP PEA GRAVEL SUMF. S-UNDISTUR6ED OR COMPACTED sue-GRADE. IIZ'-12' x 18' VALVE BOX WI EXTENSION <FU~LEJ. A. ARRANGE FILTER FOR DISASSEMBLY 4 MAINTENENCE ACCESS. B. FOR FLOW5 LESS THAN I!;, GF'M USE 3/4' DFVrZ,75-I412' (SOX EXTENSION NOT C. REQ). FOR FLOWS 1!;,-30 GF'M USE I' DFl0<ZJ-14<ZJ. ~ DISC FILTER ~ -NO~ ~ / NOTE, +-----24' ----+ • AFFROX. B' J 10' MIN. TO POTABLE HAINLINE IN 6T!'<EET I-POTABLE SERVICE LINE. 2-RECLAIMED WATER IRRIGATION MAINLINE W/ &LEVE. 3-CURe. 4-SIDEWALK S· METER. I':,-VAL YE BOX. A. VERTICAL CLEARANCE OF 12' MIN. 15 MANDATORY UMEN CROSSING PATI-I OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER l~IGATION MAINLINE OUTSIDE OF A550CIATION SETBACK WILL PROVIDE Tl-IE NECESSARY Ii:!'' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. - POTABLE SERVICE LINE CROSSING s ~.MQ~ L CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED NO. DESCRIPTION WILLIAM E, PLUMMER DISTRICT ENGINEER R.C.E. 28176 ,. . SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEALTH ' ~·· ~" APPROVED BY: DATE ,~--. ,-~- ---- ~ I I I I I 2 3 4 1-FLUSl-llNG VALVE PLUMEIED TO F'VC OR POLY EXHAU$T MANIFOLD. 2-PVC OR POLY EXHAUST MANIFOLD. 3-PERIMETER LATERALS 2' TO 4' MIN. 1/2 LATERAL SFACIN<:I MAX. FROM EDGE. 4-BLANK rueIm MANIFOLD FOR AIR VAC RELIEF (CENTERED ON MOUND OR 6El'<t1). S-AIR/VACUUM RELIEF VALVE (INSTALL AT HIGHE!'>T LOCAL ELEVATION). NOTE, --..._ -~ I D I I - s IIZ' 11 !?•AREA PERIMETER/ EDGE OF PLANTER 1-Dfi::IP TUBING LATERAL LINE. 8-$EGURE POLY LINES WITf-4 JUTE NET STAPLES, OR EQUAL S' O.C. S-PVC OR FOL Y SUFFL Y MANIFOLD. 10-REMOTE CONTROL VAL VE WITH DISC FILTER AND Ffi::V, 11-$TART CONNECTION AS AFFROFRIATE <SEE OTHER PET AILS). A DRIP-LINES TO BE EQUALLY AND UNIFORMIL Y &PACED FOR ENTIRE LENG.TH OF !'<UN. SPACE LINE& A& Sl-lOWN AND/OR NOTED ON DRAWINGS AND SPECS e. 5EE NETAFIM. 'TEC!-ILINE DESIGN GUIDE' FOR ADDITIONAL INFO!i:l'1ATION, C. DRIP-LINES TO BELAYED FLAT AND SECURED TO &Ul¾IRADI: WITf-4 STAPLES AT S' CENTERS FF::IOR TO SACK-FILL OR MULCH COVER D. U$E CAUTION WHEN SECURING DRIP-LI.NI=: WITH STAPLES. DRIP-LINE 51-lALL NOT BE OBSTRUCTED OR KINKED. A 1-POLYETHYLENE NON-PRE55URE TUBING. 2-PVC SCH 412' ELL (&SJ WITI-I ~OOION ADAPTOR FOR POL YETI-IYLENE. NOTE, 17 F6. 3-PVC NON-PRE55URI= PIPe. 4-PYC SCH 40 ELL (55), S-ST AFLE S' O.C. o& -MULCI-I GROUND COvl=llt A INSERT 3/8' TO Ii.I'. EXE~ISE CARE WHEN INSERTING POL YETI-IYLENE NON-F'Jl<ESSURE PIPE INTO CC>rlFRE3&I0N FITTINGS 50 TI-IAT END OF TUBING DOES NOT EIECOME Ol35TRUCTED BY Tl-IE BACK OF FITTING. ... -.... '. •·. ·' -.. • •, ,,._,a • I : • ,f / . . . . -. ·. ,.. . . .. .•. .d ..... 1-STREET SURFACE. 2-FOTABLE MAINLINE (SEE IMFfi::OVEMENT Dfi::AWING&J. 3-SLEEVE. 4-RECLAIMED WATER l~IGATION HAINLINE. S-12' MINIMUM REQUIRED VERTICAL SEPEF::A TION. NOTE, A. ALL RECLAIMED WATEl't ll'tfitlGATION FIFE AND 6LEEv1=5 51-IALL 19E PURPLE AND LABELED AS $FECIFIED IN, '6TANDA~ SPECIFICATIONS FOR FF::IVATE IRRIGATION SYSTEMS.' 'CARL56AD RECLAMATION l'<ULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS.' ocr: 1~s~ 7 81--"'D-'-R---'-'-IP_--'-S_Y_S __ T-'--E_M--'-L_A_Y_O_U_T _______ _,,,-,,.-. ..,->IC,ALo-Q PVC TO POL YETI-IYLENE TRANSITION __l_ G POTABLE MAINLINE CROSSING __l_ ~ • MO ecAU!! + APPROVED: -~----ENGINEERING PLANCHECKER OATE REVISIONS MUST 8E APPROVED BY PUSLIC HEAUH ENGINEER CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN F1LEO, . . _J . CHANGES BENCH MARK APPROVEO DATE DEVELOPERS NAME: DESCRIPTION ADDRESS: .. --~---~·· ., .. .,~~-·~---·-~· TELEPHONE, ___ LOCATION ···--~, RECORD FROM DATE INrTIAL ELEVATION DATIJM DATE PLAN PREPARED: .... ,,_,,.,_,_,,_ BY: ENGINEER OF WOR~ REVISION DESCRIPTION -.. -.. _J Archlte<:tural Landscapes IRRIGATION DETAILS N.T.5. APPROVED FDR PLANTING _,,___ 5on Diogo, c.illornlo mi, m , '48-4-10'18 Offke ~,,. 1<)0.1084 r., "AS-BUILT " AND IRRIGATION ONLY. -· INCLUDING PRECISE P.E. EXP. DATE LOCATION □F PLANTING REVIEWED BY: AREAS. INSPECTOR DATE ~ CITY OF CARLSBAD l SHE:ETS I PLANNING DEPARTMENT 212) 4 .~ •• ,•~-"'"',SMmO a• ~~ -SHEET FOR• CALLAWAY GOLF GOLF BALL FACILITY APPROVED~ 'ff) tf-Zt-f~ " ASSISTANT PLA'NNING DIRECTOR DATE OWN BY: I PROJECT NO, I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PD 484 CITY APPROVAL RVWD BY: 364-7L OTl-lER APPROVAL SECTION 028 l 0 LANDSCAPE IRRIGATION 100 GENERAL 1.01 SUMMARY A. SCOPE OF WORK: PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION ANO SERVICES NFC[SSARY TO FURNISH AND INSTALL IRRIGATION SYSTEMS AS SHOWN ON THE DRAWINGS AND DESCRIBED HFREIN. B. RELATED REQUIREMENTS: REVIEW THE GENERAL CONTRACT CONDITIONS AND DIVISION ONE, GENERAL REQUIREMENTS, WHICH CONTAIN INFORMATION AND REQUIREMENTS THAT APPLY TO THIS SECTION. C. WORK INCLUDED: PROVIDE IRRIGATION SYSTEM, COMPLETE, AS SHOWN AND AS SPECIFIED. D PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION: 1. WATER METER E. RELATED SECTIONS: 1. LANDSCAPE PLANTING -SECTION 02900 1 02 QUALITY ASSURANCES: A. APPLICABLE STANDARDS: COMPLY WITH THE CURRENT APPLICABLE PROVISIONS OF HiE FOLLOWING, WITH APPLICABLE CODES AND REGULATIONS OF THE LOCALITY ANO AS SPECIFIED. "UPC" -UNIFORM PLUMBINC CODE PUBLISHED BY THE ASSOCIATION OF WESTERN PLUMBINC OFflCIALS "ASTM" -AMF RICAN SOCIETY FOR TESTING AND MATERIALS "AWWA" • AMERICAN WATFR WORKS ASSOCIATION "NSF" -NATIONAL SANITATION FOUNDATION "A.S.S.L" AND THE use FOUNDATION FOR CROSS CONNECTION CONTROL. "CARLSBAD RULES ANO REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATFR MAINS" )UNf 1991, CARLSBAD MUNICIPAL WATER DISTRICT. B. PERMITS AND FEES: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ANY AND ALL PFRMITS AND ALL OBSERVATIONS AS REQUIRED. C. MANUFACTURER'S DIRECTIONS: MANUFACTURER'S DIRECTIONS AND DETAIL DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURERS ARTICLES, EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED FOR USE IN THIS CONTRACT FURNISH SUCH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. D. ORDINANCES AND REGULATIONS: ALL LOCAL, MUNICIPAL AND STATE LAWS, AND RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SfiALL BE CARRIED OUT BY THE CONTRACTOR. ANYTl·tlNG CONTAINED IN THESE SPECIFICATIONS St-lALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THF ABOVE RULES AND REGULATIONS OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THESE SPECIFICATIONS ANO DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP ()R CONSTRUCTION OF A BETTER QUALITY OR HIGHER STANDARD THAN IS REQUIRED BY Tl-IE ABOVE RULES AND REGULATIONS, HIE PROVISIONS OF THESE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRECEDENCE F. EXPLANATION OF ORAWINCS: 1. DUE TO THE SCALE OF DRAWINGS. IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SL[[VES, FTC. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THF STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF HIS WORK AND PLAN HIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC. AS MAY BE REQUIRED TO MEET SUC~I CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS RFTWHN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL fEA TURES. 2. THE WORD LANDSCAPE ARCHITECT AS USED HEREIN SHALL REFER TO THE OWNER'S AUTHORIZED REf'RESENTATIVE. 3 ALL WORK CALLED fOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED ANO INSTALLED IN COMPLIANCE TO THE MANUFACTURER'S INSTRUCTIONS WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. 4. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHFN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE OIFFFRFNCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN ENCINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE llROUGHT TO THF ATTENTION OF THE OWNER'S AUTHORIZED RFPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NcCESSARY. .0.1 SUBMITTALS A. MATERIAL LIST: 1 THF CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS .... -OR PROC{S.SES_Sf'E<;::IFIED BY N.A.M[_IN_Jl:fE QR_i\\lVINGS AND ---------- SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. -- .. _ 2. 3. 4. 5. COMPLETE MATERIAL LIST SHALL BE SUBMITTED PRIOR TO PERFORMING ANY WORK. MATERIAL LIST SHALL INCLUDE THE MANUFACTURER, MODEL NUMBER AND DESCRIPTION OF ALL MATERIALS AND EQUIPMENT TO BE USFD. ALTHOUGH MANUFACTURER AND OTHER INFORMATION MAY BE DIFFFRFNT, THE FOLLOWING IS A GUIDE TO PROPER SUBMITTAL FORMAT: ITEM DESCRIPTION l. 2 3. BACKFLOW PREVENTER CONTROL VALVES DRIP TUBINC MANUFACTURER WILKINS RAINBIRD NETAFIM MODEL NO. 909QT PEB SERIES TLDL9-1210 IRRIGATION SUBMITTAL MUST BE SPECIFIC AND COMPLFTE. ALL ITFMS MUST BE LISTED AND SHOULD INCLUDE SOLVENT/PRIMER, WIRE, WIRE CONNECTORS, VALVE BOXES, ETC. NO COPIES OF MANUFACTURER'S LITERATURE (CATALOG CUTS) ARE REQUIRED AS SUBMITTAL INFORMATION, UNLESS REQUESTED. THE CONTRACTOR MAY SUBMIT SUBSTITUTIONS FOR EQUIPMENT AND MATERIALS LISTED ON THE IRRIGATION DRAWINGS BY FOLLOWING PROCEDURES AS OUTLINED IN SECTION 1.05 OF THE IRRIGATION SPFCI FICA TIONS. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE RE).ECTED AND TH[ CONTRACTOR REQUIRED TO REMOVE SUCH MATERIALS FROM THE SITE AT HIS OWN EXPFNSE. APPROVAL. OF ANY ITEM, ALTERNATE OR SUBSTITUTE INDICATES ONLY THAT THE PRODUCT OR PRODUCTS APPARENTLY MEET THF REQUIREMENTS Of THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. MANUFACTURER'S WARRANTIES SliALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCt-1 WARRANTIES SHALL ONLY SUPPLFMFNT THE GUARANTEE. 8. RECORD DRAWINGS: 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF BLUELINE PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANCE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS AND THE EXACT, IN PLACE LOCATIONS, SIZES, AND KINDS OF EQUIPMENT. PRINTS FOR THIS PURPOSE MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT AT COST. THIS SET OF DRAWINGS SI-IALL 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. THE CONTRACTOR SHALL MAKE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWINC THE ... -··---· ···-___ WQKKAS ACTUALLY INSTl)L~tQ,I)j[~LDR!<.W.!t:10S SHALL BE AVA.1.L.AB.L.E ... AT __ ~ ALL TIMES FOR OBSERVATION AND SHALL BE KEPT IN A LOCATION C. .. , . -- DESIGNATED BY THE LANDSCAPE ARCHITECT. 3. BEFORE THE DATE OF THE FINAL OBSERVATION, THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE RECORD PRINTS TO AN OZALID SEPIA, PROCURED FROM THE LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT, IN INK AND SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITFCT. 4. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS Of REFERENCE, BUILDING CORNERS, SIDEWALK OR ROAD INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING ITEMS: A. P.0.C. CONNECTION TO EXISTING WATER LINES. B. P.O.C. CONNECTION TO EXISTING ELECTRICAL POWER AND ROUTE OF POWER CABLE. C. CONTROL VALVES. D. GATE VALVES. E. QUICK COUPLING VALVES. F. ROUTING OF SPRINKLER PRESSURE LINES. (DIMENSION MAXIMUM 100 FEET ALONC ROUTING!. G. ROUTING OF CONTROL WIRING. (DIMENSION MAXIMUM 100 FEET ALONG ROUTING). H. ALL DRIP FLUSH VALVES AND AIR/VACUUM RELIEF VALVES. I. OTHER RELATED EQUIPMENT AS DIRECTED BY THF LANDSCAPE ARCHITECT. 5. ON OR BEFORE THE DATE OF THE FINAL OBSERVATION, THE CONTRACTOR SHALL DELIVER THE CORRECTED AND COMPLETED SEPIAS TO THE LANDSCAPE ARCHITECT. DELIVERY OF THE SEPIAS WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED INFORMATION THAT MAY BE OMITTFD FROM THE PRINTS. CONTROUFR CHARTS: 1. CONTROLLER CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL RfCORD DRAWING. HOWEVER, IN THE EVENT THE CONTROLLFR SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED, IT SHALL BE ENLARGED TO A SIZE THAT WILL BE READABLE WHEN REDUCED. . 2. RECORD DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT llFFORE DEVELOPMENT OF CONTROLLER CHARTS. 3. THE CHART SHALL BE A BLACKLINE OR BLUELINE OZALID PRINT AND A DIFFERENT COLOR SHALL BE USED TO INDICATE THE ZONF OF COVERAGE FOR EACH STATION. 4. THE CHART SHALL SHOW THE AREA CONTROLLED BY THE AUTOMATIC CONTROLLER AND SfiALL BE THE MAXIMUM SIZE WHICH THE CONTROLLER DOOR WILL ALLOW. 5. WHFN COMPLETED AND APPROVED, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN THE TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF 10 MILS. ------c---------.-, ""' .. ------------------------------------------------. ----··· -- 6. PROVIDE TWO CONTROLLER CHARTS FOR EACH CONTROLLER SUPPLIED. (ONE FOR THE CONTROLLER ENCLOSURE AND ONE TO Tl·IE OWNER.) 7. THESE CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL OBSFRVATION OF THE IRRIGATION SYSTEM. CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES NO. DESCRIPTION APPROVED DATE DEVELOPERS NAME: WILLIAM E. PLUMMER ADDRESS: DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPARTMENT OF TELEPHONE: ENVIRONMENT AL HEALTH ·--DATE PlAN PREPARED: BY, APPROVED BY: DATE 1.04 DESCRIPTION LOCATION RECORD FROM ELEVATION D. OPERATION AND MAINTENANCE MANUALS: E. 1. PREPARE AND DELIVER TO THE LANDSCAPE ARCHITECT WITHIN TEN CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, TWO HARD COVER, THREE RING BINDERS CONTAINING THE FOLLOWING INFORMATION: A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, LIST OF EQUIPMENT WITH NAME AND ADDRESSES OF LOCAL MANUFACTURER'S REPRESENTATIVES. B. GUARANTEE STATEMENT. C. CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT. D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTION ON ALL MAJOR EQUIPMENT. THIS SHALL INCLUDE MAINTENANCE INFORMATION PUBLISHED BY THE MANUFACTURER. 2. IN ADDITION TO THE ABOVE MENTIONED MAINTENANCE' MANUALS, PROVIDE THE OWNER'S MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW EVIDENCE IN WRITING TO THE LANDSCAPE ARCHITECT AT THE CONCLUSION OF THE PROJECT THAT THIS SERVICE HAS BEEN RENDERED. 3. EQUIPMENT TO BE FURNISHED: 1. SUPPLY AS PART OF THIS CONTRACT THE FOLLOWING TOOLS: A. TWO SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER, VALVE AND FILTER SUPPLIED ON THIS PROJECT. B. TWO 30-INCH VALVE KEYS FOR OPERATION OF GATE VALVES- C. TWO VALVE KEYS FOR OPERATION OF REMOTE CONTROL VALVE FLOW CONTROL. D. TWO KEYS FOR EACH AUTOMATIC CONTROLLER. E. EXTRA SPRINKLER HEADS IN THE AMOUNT EQUAL TO 3% OF THE TOTAL INSTALLED. F. FXTRA PRESSURE COMPENSATING SCREENS (RAINBIRD PCS-SP). SUPPLY 2 UNITS. G. ONE QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR EVERY FIVE QUICK COUPLING VALVES INSTALLED. H. EXTRA REMOTE CONTROL VALVES. SUPPLY ONE VALVE FOR EACH 10 INSTALLED OF EACH SIZE (MIN. ONE VALVE OF EACH SIZE) I. ONE PRESSURE GAUGE, HOSE AND CONNECTION ASSEMBLIES TO READ PRESSURE AT REMOTE CONTROL VAL YES J. VIDEO TAPE BY NETAFIM IRRIGATION INC. REGARDING INSTALLATION AND MAINTENANCE OF THE NETAFIM TECHLINE PRODUCTS (TWO COPIES). K. TECHLINE DESIGN GUIDE BY NETAFIM IRRIGATION INC. REGARDING INSTALLATION AND MAINTENANCE OF THE NETAFIM TECHLINE PRODUCTS (TWO COPIES). L. EXTRA DRIP LATERAL LINE IN THE AMOUNT EQUAL TO 10% OF THE TOTAL USED ON THE PROJECT (EXTRA 10 FT. PER 100 FT. INSTALLED). M. EXTRA DRIP LATERAL LINE INSERT FITTINGS IN THE AMOUNT EQUAL TO 3% OF THE TOTAL USED ON THE PROJECT. N. EXTRA AIR/VACUUM RELIEF AND FLUSH VALVES IN THE AMOUNT EQUAL TO 3% OF THE TOTAL USED ON THE PROJECT. (MIN. ONE EACH 2. THE ABOVE MENTIONED EQUIPMENT SHALL BE TURNED OVER TO THE OWNER AT THE CONCLUSION OF THE PROJECT. BEFORE FINAL OBSERVATION CAN OCCUR, EVIDENCE THAT THE OWNER HAS RECEIVED MATERIAL MUST BE SHOWN TO THE LANDSCAPE ARCHITECT. PRODUCT DELIVERY, STORAGE, AND 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 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. APPROVED: ENGINEERING PLANCHECKER REVISIONS MUST 8E APPROVED BY PUBLIC HEALTH ENGINEER CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FILED. BENCH MARK DATE: INmAL DATUM I DATE ENGINEER OF WOR~ REVISION DESCRIPTION 1 .OS SUBSTITUTIONS ( ctn IH!'>re,::..19~ Mt1,;,r APP!!9\fii) A. IF THE IRRIGATION CONTRACTOR WISHES TO SUBSTITUTE ANY EQUIPMENT OR MATERIALS FOR THOSE EQUIPMENT OR MATERIALS LISTED ON THE IRRIGATION DRAWINGS AND SPECIFICATIONS, HE MAY DO SO BY PROVIDING THE FOLLOWING INFORMATION TO THE OWNER'S AUTHORIZED REPRESENTATIVE FOR APPROVAL: 1. PROVIDE A STATEMENT INDICATING THE REASON FOR MAKING THE SUBSTITUTION. USE A SEPARATE SHEET OF PAPER FOR fACH ITEM TO BE SUBSTITUTED. 2. PROVIDE DESCRIPTIVE CATALOG LITERATURE, PERFORMANCE CHARTS ANO FLOW CHARTS FOR EACH ITEM TO BE SUBSTITUTED. .. ,_ ... _ ...... -........... .._ .. , .... _, ____ .. ---·.-•-·· -------------- 3. PROVIDE THE AMOUNT OF COST DIFFERENCE 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 THOSE EQUIPMENT AND MATERIALS LISTED ON THE IRRIGATION DRAWINGS AND SPECIFICATIONS. 1.06 GUARANTEE A. THE ONE YEAR GUARANTEE FOR THE SPRINKLER IRRIGATION SYSTEM SHALL BE MADE IN ACCORDANCE WITH THE ATTACHED FORM. THE BEGINNING DATE OF THE GUARANTEE SHALL BEGIN ON THE DATE OF OWNER ACCEPTANCE, AT THE END OF THE 90 DAY MAINTENANCE PERIOD. THE GENERAL CONDITIONS AND SUPPLEMENTARY CONDITIONS OF THESE 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 INCLUDED IN THE OPERATIONS AND MAINTENANCE MANUAL. C. THE GUARANTEE FORM SHALL BE RETYPED ONTO THE CONTRACTOR'S LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION: GUARANTEE FOR IRRIGATION SYSTEM WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXPECTED. WE AGREE TO REPAIR OR REPLAC~ ALL DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PE~IOD OF ONE YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ALL DAMAGES RESU~ TING FROM THE REPAIR OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER. WE SHALL MAKE SUCH REPAIRS OR REPLACEMl;NTS WITHIN A REASONABLE TIME, ftiS DETERMINED BY Tl-IF OWNER, AFTER RECEIPT OF WRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR RFPLACFMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER, WE AUTHORIZE THE OWNER TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. PROJECT: _____________________ _ LOCATION: _____________________ _ CONTRACTOR/COMPANY: LICENSE NO: ADDRESS: DATE OF FINAL ACCEPTANCE: _______________ _ SIGNED: ______________________ _ DATE: Architectural ~~ Landscapes ft•"··L~ .. -~·a,. u.tian!Je,ip, -;:!) " ''/Ji:, ~---•.1_ I SPl?C-.LEJCATIO~ S. v~·, J> ~ JNt ;,. moo , -~ 'el 1lmDO +ul--e~roo Soo""-',-- 6'J I -494-,1099 ~ 61!1/538--""" "AS-BUILT " APPROVED FDR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE ~ CITY OF CARLSBAD ~ ~ PLANNING DEPARTMENT . SHEET FDR• CALLAWAY GOLF GOLF BALL FACILITY APPROVED/~ ASSISTANHLANNING DIRECTOR :?zrfK- D E OWN BY: I PROJECT NO. I DRAWING NO. DATE: INITIAL DATE INmAL CHKD BY: PD 484 364-7L R\IWD BY: OTHER APPROVAL CITY APPROVAL 2.00 PRODUCTS 2.01 MATERIALS A. GENERAL: USE ONLY NEW MATERIALS OF BRANDS AND TYPES NOTED ON DRAWINGS, SPECIFlfO HEREIN OR APPROVED EQUALS. B. PVC PRESSURf MAINLINE PIPE AND FITTINGS FOR DISTRIBUTION OF RECLAIMED WATER: 1. PRESSURE MAINLINE PIPING FOR SIZES 2 INCHES AND LARGER, SHALL BE f'VC CLASS 315 (SD R 13.5) WITH SOLVENT-WELD JOINTS. --•-•.. -.. _______ , ... ·-·-·-····-··"' "' ··--·· .. -· _, ___ ,,, ___ ,, ___________ _ I. AUTOMATIC CONTROLLER: 1, AUTOMATIC CONTROLLERS Sl"IALL BE AS INDICATED ON THE PLAN. 2. LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. FINAL LOCATION OF AUTOMATIC CONTROLLERS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. 3. THE CONTROL UNIT ASSEMBLY SHALL BE PRE-ASSEMBLED BY PACIFIC TECHNICAL SERVICES IN A "STRONG BOX" STAINLESS STEEL WEATHERPROOF, VANDAL RESISTANT, LOCKABLE ENCLOSURE WITH FLUSH MOUNTED HANDLE AS MANUFACTURED BY V.I.T. PRODUCTS. INC. ......... ---· .. .. . ... ,. .... ., . .,,.... '-••" ...... ··--·-·--~--- C. D. E. F. C 2. PIPE SHALL BE MADE FROM AN NSF APPROVED TYPE I, GRADE 1, PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION Dl 784 AND PRODUCT DESIGN SPECIFICATION ASTM 2241. 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--1/2 INCHES AND SMALLER SHALL BF PVC SCHEDULE 40 WITH SOLVENT-WELDED JOINTS. 4. PIPE SHALL BE MADE FROM NSF APPROVED TYPE I, GRADE I PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION D1784 AND PRODUCT DESIGN SPECIFICATION ASTM 1785 ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATION PS-21-70 (SOLVENT-WELD PIPE). 5. ALL PVC PIPE MUST BEAR THE FOLLOWING MARKINGS: A. MANUFACTURER'S NAME B. NOMINAL PINE SIZE C. SCHEDULE OR CLASS D. PRFSSURE RATING IN PSI. E. NSF (NATIONAL SANITATION FOUNDATION) APPROVAL. F. DATE OF EXTRUSION. G. INDICATION OF RECLAIMED WATER WITH THE STATEMENT "CAUTION RECLAIMED WATFR" PRINTED ON BOTH SIDES OF THE PIPE. H. PVC PIPE SHALL BF COLORED PURPLE 6. ALL FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OR TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE I.P.S. SCHEDULE AND NSF SEAL OF APPROVAL. PVC NON"PRESSURE LATERAL LINE PIPING FOR DISTRIBUTION OF RECLAIMED WATER: 1. NON-PRESSURE BURIED LATERAL LINE PIPING SHALL BE PVC CLASS 200 (S D.R. 21l WITH SOLVENT-WELD JOINTS. 2. PIPE SHALL BE MADE FROM NSF APPROVED, TYPE I, GRADE I PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION D1784. ALL PIPE MUST MEET REQUIREMFNTS SET FORTH IN FEDERAL SPECIFICATION PS- 22-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO ····-··----~---· ·•-,•-···· .. ··~, .... _._ .. ~~--·-- 3. EXCEPT AS NOTED IN PARAGRAPH 1 AND 2 OF SECTION 2.1.C, ALL RFQUIREMENTS FOR NON-PRESSURE LATERAL LINE PIPE AND FITTINGS SHALL BF THE SAME AS FOR SOLVENT-WELD PRESSURE MAINLINE PIPE AND FITTINGS AS SET FORTH IN SECTION 2.1.B OF THESE SPECIFICATIONS PVC SOL VENT-WELD FITTINGS ANO CONNECTIONS: 1. FOR PRESSURE LINES 3" AND SMALLER UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ASTM D 2467, TYPE 1, GRADE 1, SCHEDULE 80, IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOL VENT WELD OR SCREWED CONNECTIONS. MACHINE THREADFD FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. 2. FOR NON-PRESSURE LINES DOWNSTREAM OF REMOTE CONTROL VALVES. ASTM D 2464 OR D 2466, TYPE 1, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. 3. ALL FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OR TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE 1.P.S. SCHEDULE ANO NSF SEAL OF APPROVAL. PVC WELDING SOL VENT AND PRIMER: I. SOLVENT CEMENT AND PRIMER FOR PVC SOLVENT-WELD PIPE AND FITTINGS Sl·fALL BE OF TYPE AND INSTALLATION METHODS PRESCRIBED BY THE MANUFACTURER. PVC TO PVC OR PVC TO METAL TIIREADED CONNECTIONS: 1. THREAD LUBRICANT SHALL BE TEFLON RIBBON-TYPE, SUITABLE FOR THREADED INSTALLATIONS AS PER PVC PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS. PVC SCHEDULE 80 RISERS AND NIPPLES: 1. POLYVINYL CHLORIDE SCHEDULE 80 RISERS AND NIPPLES. TYPE 1, GRADE I, SCHEDULE 80, HIGH IMPACT MOLDED, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING. THREADED ENDS SHALL BE MOLDED THREADS ONLY. MACHINED THREADS ARE NOT Bf ACCEPTABLE. PVC SCHEDULE 80 NIPPLFS AND RISERS SHALL CONFORM TO ASTM D-2464. BRASS PIPF AND FITTINGS: 1. WHERE INDICATED ON THE DRAWINGS, USE RED BRASS SCREWED PIPE CONFORMING TO FEDERAL SPECIFICATION NO. WW-P-351, 2. FITTINGS SHALL BE RED BRASS CONFORMING TO FEDERAL SPECIFICATION NO. WW-P-460. J. K. L. 4. UNLESS OTHERWISE NOTED ON THE PLANS, THE 120 VOLT ELECTRICAL POWER TO THE AUTOMATIC CONTROLLER LOCATION SHALL BE FURNISHED BY OTHERS. CONTROL WIRING (CONTROLLER TO REMOTE CONTROL VALVES): 1. CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS AND THE REMOTE CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL COPPER WIRE AWG-U.F. 600 VOLT. PILOT OR STATION WIRE SHALL BF 14 GAUGE, COMMON WIRE 12 GAUGE. 2. PILOT WIRE INSULATION SHALL BE A DIFFERENT COLOR FOR EACH AUTOMATIC CONTROLLER. COMMON WIRE INSULATION SHALL BE WHITE WITH A STRIPE OF COLOR EQUAL TO THE PILOT WIRE COLOR. COMMUNICATION CABLE (SATELLITES, CCU AND CENTRAL OR FLOW SENSOR) AND CONDUIT: 1, COMMUNICATION CABLE FOR FLOW SENSORS. A. CABLE FOR FLOW SENSORS SHALL BE A TWO CONDUCTOR Of ICEA CLASS B, 16 AWG 7 STRAND, CONFORMING TO ASTM B-3 ANO 8-8, ALUMINUM SHIELD WITH DRAIN WIRE, AND SHALL HAVE A JACKET OF 0.50 SUNLIGHT ANO MOISTURE RESISTANT PVC AS MANUFACTURED BY ARIZONA ELECTRIC FABRICATIONS, INC. (PRODUCT #9516"2SP). 2 ALL CONDUCTORS SHALL BE THE SAME TYPE AND SHALL BE OF THE SIZES SHOWN ON THE DRAWINGS AS REQUIRED FOR PROPER OPERATION OF THE SYSTEMS. 3. COMMUNICATION CABLE CONDUIT A. FOR FLOW SENSOR SHALL BE INSTALLED IN A 1" PVC CONDUIT. CONDUIT AND FITTINGS SHALL BE 1" SCHEDULE 40 PVC, UNLESS OTHERWISE NOTED. WATER PROOF WIRE CONNECTORS FOR CONTROL WIRE AND COMMUNICATION CABLE: 1. COMMUNICATION CABLE WIRE SPLICES -~---... -·----------------·----- M. N. A. CONDUCTORS SHALL BE INSTALLED WITH NO UNDERGROUND SPLICES. UNLESS ABSOLUTELY NECESSARY AND UNAVOIDABLE. ANY AND ALL UNDERGROUND SPLICES THAT ARE REQUIRED TO BE MADE, MUST BE APPROVED BY THE LANDSCAPE ARCHITECT, AND SHALL HE PLACED IN A SUITABLE TYPE VALVE BOX FOR EASY ACCESS. fl. WIRE SPLICES ON THE TWO CONDUCTOR CABLE COMMUNICATION WIRES SHALL BE MADE WITH 3M OBY SPLICE KIT. C. WIRE SPLICES ON THE MULTI-CONDUCTOR CABLE COMMUNICATION WIRES SHALL BE MADE WITH PERFORMED SUPER SERVISEAL WITH POLYBEE SEALANT (PRODUCT #8006039). 2. CONTROL WIRING SPLICES A. FIELD SPLICES BETWEEN THE AUTOMATIC CONTROLLER AND ELECTRICAL CONTROL VALVES SHALL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT B. ALL SPLICES Of CONTROL WIRING SHALL BE MADE WITH SPEARS DRI- SPLICE, RAINBIRD SNAP-TITF WIRF CONNECTOR OR APPROVED EQUAL. PULL BOXES FOR CONTROL SYSTEM: 1. PULL BOX AND EXTENSION FOR CONTROL WIRE AND COMMUNICATION CABLE CONDUIT SHALL BE CARSON NO. 1419-12 WITH DIMENSIONS OF 10- .1/4" X 16" X 12", OR APPROVED EQUAL. THEY SHALL BE GREEN IN COLOR. THE COVER SHALL BE SECURED WITH A STAINLESS STEEL BOLD-DOWN MECHANISM. PULL BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS PULL BOX. 2. THE COVER SHALL BE HEAT BRANDED WITH LETTERS AND/OR NUMBERS 2" HIGH AS DETAILED FOR IDENTIFICATION OF EQUIPMENT WITHIN. PULL BOXES SHALL NOT f.XCEED 500' IN DISTANCE APART AND BE LOCATED AT EVERY STREET OR DRIVEWAY CROSSING. 3. IN PAVED AREAS, THE PULL BOX SHALL BE BROOKS 3TL CONCRETE BOX WITH GALVANIZED CAST-IRON LID. THE COVER SHALL BE MARKED WITH LETTERS ANO/OR NUMBERS 2" HIGH AS DETAILED FOR IDENTIFICATION OF EQUIPMENT WITHIN .. MARKINGS SHALL BE APPLIED TO THE COVER PRIOR TO GALVANIZING. COVER SHALL BE LOCKABLE WITH STAINLESS STEEL BOLT. PRESSURE REGULATING VALVE: 1 . 2. PRESSURE REGULATING VALVE BODY AND BELL HOUSING SHALL BE Of BRONZE CONSTRUCTION, RATED AT 300 PSI WITH ALL INTERNAL PARTS OF CORROSION· RESISTANT MATERIAL. PRESSURE REG. VALVE SHALL ALLOW ADJUSTMENT OF DOWNSTREAM PRESSURE FROM 7S • 125 PSI PRESSURE REG. VALVE SHALL BE MODEL S00HR AS MANUFACTURED BY WILKINS. -· ·---------. ··-·······--------··--·-···-······•-....... ··~---------·-""" 4. PROVIDE AND INSTALL ONE JUMBO VALVE BOX AND EXTENSIONS AS NFCFSSARY FOR EACH PRESSURE REGULATOR ASSEMBLY AS DETAILED. 5. PRESSURE REC VALVE SHALL INCLUDE A R.W. ID TAC AS SPECIFIED BELOW. CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES WILLIAM E. PLUMMER DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH DESCRIPTION APPROVE;D DATE DEVELOPERS NAME: ______________ _ ADDRESS: _________________ _ TELEPHONE,. _____ _ I .. 0 P. Q. R. FLOW SENSOR: 1. FLOW SENSOR SHALL BE AS MANUFACTURED BY DATA INDUSTRIAL AND AS SUPPLIED BY PACIFIC TECHNICAL SERVICES AS PART OF THE CONTROLLER ASSEMBLY. 2. PROVIDE ANO INSTALL ONE JUMBO VALVE BOX AND EXTENSIONS AS NECESSARY FOR EACH FLOW SENSOR ASSEMBLY AS DETAILED. 3. FLOW SENSOR SHALL INCLUDE A R.W. 1.0. TAG AS SPECIFIED BELOW. GATE VALVES: 1. GATE VALVES 3 INCHES AND SMALLER SHALL BE CLASS 150 BRONZE GATE VALVE WITH SCREW-IN BONNET, NON-RISING STEM AND SOLID WEDGE DISC. 2. GATE VALVES 3 INCHES AND SMALLER SHALL HAVE THREADED ENDS AND SHALL BE EQUIPPED WITH A BRONZE HAND-WHEEL. 3. GATE VALVES 3 INCHES AND SMALLER SHALL BE SIMILAR TO MODEL T~136 MANUFACTURED BY NIBCO OR APPROVED EQUAL. QUICK COUPLING VALVES: 1. QUICK COUPLING VALVES SHALL HAVE A BRASS TWO PIECE BODY DESIGNED FOR WORKING PRESSURE OF 150 PSI. 2. QUICK COUPLING VALVES SHALL BE OPERABLE WITH AN ACME THREADED QUICK COUPLER KEY AS APPROVED FOR RECLAIMED WATER SYSTEMS BY THE CARLSBAD MUNICIPAL WATER DISTRICT. 3. QUICK COUPLING VALVE WITH KEY SHALL BE AS SPECIFIED IN THE IRRIGATION LEGEND. REMOTE CONTROL VALVE AND REMOTE CONTROL VALVE I PRESSURE REC ULA TOR ASSEM 8 LY 1. REMOTE CONTROL VAL VE SHALL BE NORMALLY CLOSED ELECTRICALLY ACTUATED DIAPHRAGM TYPE. VALVE BODY SHALL BE CONSTRUCTED OF BRASS AND STAINLESS STEEL. VALVE SHALL INCLUDE MANUAL FLOW ADJUSTMENT HANDLE AND INTERNAL MANUAL BLEED COCK FOR MANUAL OPERATION. VALVE SHALL BE AS SPECIFIED IN IRRIGATION LEGEND, 2. REMOTE CONTROL VALVES SHALL BE WITHOUT A PRESSURE REGULATING MODULE. PRESSURE REGULATION OF DRIP SYSTEMS SHALL BE VIA EXTERNAL REGULATING VALVE. PRESSURE REGULATOR SHALL BE AS SPECIFIED IN THE IRRIGATION LEGEND. --------------•~-•------~~"m•~-~~•--------------,----- 3. PROVIDE AND INSTALL ONE VALVE BOX FOR EACH REMOTE CONTROL VALVE ASSEMBLY AS DETAILED. S. T. U, 4. VALVE BOX LID SHALL BE HEAT BRANDED TO IDENTIFY ENCLOSED EQUIPMENT AS DETAILED. 5. THE REMOTE CONTROL VALVE SHALL INCLUDE A R.W. ID TAG AS SPECIFIED BELOW. IN ADDITION THE REMOTE CONTROL VALVE SHALL INCLUDE A TAG TO IDENTIFY THE CONTROLLER/ STATION NUMBER. CONTROLLER/ STATION ID TAG SHALL BE MODEL ID-STD-P1 AS MANUFACTURED BY CHRISTY'S IRRIGATION OR APPROVED EQUAL. DISC FILTER: 1. DISC FILTER FOR DRIP SYSTEMS SHALL BE A MULTIPLE DISC FILTER WITH COLOR.CODED FILTER ELEMENTS INDICATING MESH SIZE (ALL FILTERS TO HAVE BLACK ELEMENTS INDICATING 140 MESH) .. 2. DISC FILTER SHALL BE AS SPECIFIED IN THE IRRIGATION LEGEND AND SIZED ACCORDING TO STATION VALVE CALL-OUT ON THE PLANS AND/OR NOTES IN THE DETAIL DRAWING. PRE-SET PRESSURE REGULATING VALVES (DRIP SYSTEMS): 1. PRESSURE REGULATING VALVE FOR DRIP SYSTEMS SHALL BE A PRESET DEVICE FOR THE DESIGN FLOWS. 2. PRESSURE REGULATING VALVE SHALL BE AS SPECIFIED IN THE IRRIGATION LEGEND AND SIZED ACCORDING TO NOTES IN THE DETAIL DRAWING. CONTROL VALVE BOXES: 1. USE 10 INCH X 10-1/4 INCH ROUND, PURPLE BOX FOR ALL GATE VALVES AND QUICK COUPLER VALVES. CARSON INDUSTRIES NO. 910-12NP WITH PURPLE BOLT DOWN COVER, OR APPROVED EQUAL. VALVE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. 2. 3. USE 9-1/2 INCH X 16 INCH X 12 INCH RECTANGULAR, PURPLE BOX FOR EACH REMOTE CONTROL VAL VE ASSEMBLY. BOX SHALL BE CARSON INDUSTRIES NO. 1419-12NP WITH PURPLE BOLT DOWN COVER, OR APPROVED EQUAL. USE 14-112 INCH X 20-1/2 INCH X 12 INCH JUMBO RECTANGULAR, PURPLE BOX WITH 6 INCH EXTENSION FOR EACH BASKET STRAINER, PRESSURE REGULATOR VALVE AND FLOW SENSOR ASSEMBLY. BOX SHALL BE CARSON INDUSTRIES PURPLE BOLT DOWN COVER, OR APPROVED EQUAL. APPROVED: ENGINEERING PLANCHECKER DATE REVISIONS MUST BE APPROVEO BY PUBLIC HEAL TH ENGINEER CITY ENGINEER & DISlRICT ENGINEER PRIOR TO IMPLEMENTATION IN FILED. V. R, W. ID TAGS AND LABELS: TAGS TO IDENTIFY RECLAIMED WATER (R.W.) SYSTEM 1 . 2. 3. 4. VALVE TAGS SHALL BE MANUFACTURED FROM POLYURETHANE BEHR DESOPAN. TAG SHALL BE 3" X 4" IN SIZE WITH THE WORDS "WARNING RECLAIMED WATER-DO NOT DRINK" IN ENGLISH ON ONE SIDE, IN SPANISH ON THE OTHER SIDE. VALVE TAGS SHALL BE MODEL ID-MAX-P2 AS MANUFACTURED BY CHRISTY'S IRRIGATION OR APPROVED EQUAL. IDENTIFICATION LABELS/ DECALS SHALL BE MANUFACTURED FROM 3.5 MIL FLEXIBLE VINYL. LABELS SHALL HAVE A PURPLE BACKGROU~D., PRINTED WITl"I BLACK UV CURED VINYL INK. A. B. RISER DECAL SHALL BE 2" X 3" IN SIZE WITH THE WQRpS "WARNING RECLAIMED WATER. DO NOT DRINK" IN ENGLISH AND SPANISH . RISER DECAL SHALL BE MODEL 5100 AS MANUfACTU~fD BY CHRISTY'S IRRIGATION OR APPROVED EQUAL. CONTROLLER DECAL SHALL BE 3-1/2" X 4-3/4" IN SIZE WITH THE WORDS "ATTENTION -CONTROLLER UNIT FOR REC~t'\IMED WATER" IN E1'jGLISH AND SPANISH. RISER DECAL SHALL BE MOQEL 4100 AS MANUFACTURED BY CHRISTY'S IRRIGATION OR APPROVED EQUAL R.W. 10 FOR ALL POP-UP HEADS SHALL BE INCLUDED WITH THE POP-UP HEAD AS PROVIDED BY THE MANUFACTURER. SEE THE IRRIGATION LEGEND. R.W. DISTRICT WARNING SIGN SHALL AS SHOWN IN THE DETAIL DRAWINGS AND/OR AS PROVIDED BY THE CI\RLSBAD MUNICIPAL WATER. W. QRIP TUBING AND ASSOCIATED DRIP EQUIPMENT: X. 1. 2. 3. 4. 5. 6. 7. DRIP TUBING SHALL CONSIST OF NOMINAL SIZED ONE-HALF INCH, LQW DENSITY, LINEAR POLYETHYLENE TUBING, DRIP TUBING SHALL CONFORM TO AN OUTSIDE DIAMETER OF .67 INCHES AND INSIDE DIAMETER OF .57 INCHES. DRIP TUBING SHALL BE TECHLINE DRIPPER LINE TUBING WITH MOQ.EL NUMBER AS LISTED IN THE LEGEND AND A~ MANUFACTURED BY NETAF\M IRRIGATION, INC. ALL DRIP TUBING CONNECTIONS SHALL BE MADE WITH APPROV~D TECHLINE .57 INCH INSERT FITTINGS AS MANUFACTURED BY NETAFIM IRRIGATION INC.. ALL DRIP SYSTEMS SHALL INCLUDE A FILTER DIRECTLY UPSTREAM OF THE REMOTE CONTROL VALVE/PRESSURE REDUCING VALVE ASSEMBLY. ALL DRIP SYSTEMS SHALL INCLUDE AUTOMATIC LINE FLUSH VALVES AT THE ENOS OF EACH INDEPENDENT ZONE OR SE~ARATE LEG OF EACH ZONE. AUTOMATIC LINE FLUSH VALVES SHALL ~E SUITED FOR EITHER □" THREADER RR .57p" /t-JSERT CONNECTIONS. ALL DRIP SYSTEMS SHALL INCLUDE AN AIR/VACUUM RELIEF VALVE INSTALLED AT THE HIGHEST ELEVATION(S) OF EACH ZONE. AIR/VACUUM RELIEF VALVE SHALL BE MODEL TLAVRV WITH MODEL TL075FTEE COMBINATION TEE AS MANUFACTURED BY NETAFIM IRRIGATION INC. ALL DRIP EQUIPMENT SHALL BE AS INDICATED ON THE IRRIGATION PLANS AND AS MANUFACTURED BY NETAFIM IRRIGATION, INC. SPRINKLER HEADS: I. SPRINKLER HEADS SHALL BE AS SHOWN ON THE IRRIGATION LEGEND . .. ---------------·---.-. ............. _ ... _ ........ _ ............ -............. --··--· .. ·······--. .. -----·· Y. 2. SPRINKLER HEADS SHALL BE COMPLETE WITH NOZZLE, SCREEN AND SWING JOINT AS DETAILED AND AS SPECIFIED. 3. ALL POP-UP HEADS ANO SHRUB ROTORS SHALL BE EQUIPPED WITH INTERNAL SPRING CHECK VALVES AND THE MANUFACTURER SUPPLIED R.W. WARNING LABEL. CHECK VALVES: 1. ANTI-DRAIN VALVES SHALL BE OF HEAVY DUTY VIRGIN PVC CONSTRUCTION WITH F.1.P. THREAD INLET AND M.I.P. THREADED OUTLET. INTERNAL PARTS SHALL BE STAINLESS STEEL AND NEOPRENE. ANTI-DRAIN VALVE SHALL BE FIELD ADJUSTABLE FROM THE TOP OF THE VALVE WITHOUT REMOVAL FROM THE RISER. VALVE SHALL BE ADJUSTABLE AGAINST DRAW-OUT FROM 5 TO 32 FEET Of HEAD. ANTI-DRAIN VALVE SHALL BE SIMILAR TO THE HUNTER INDUSTRIES "HCV" OR APPROVED EQUAL. SPECI FiCAil~S 'W'fD ;,.wt,-_ ..,,_,,_.. ..... APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. 619 I ... 1098 Oftl0t ..,,,.,.._ Fa "AS-BUILT " P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1----11--+---------------+--+---t---t------j ~ PLANNING DEPARTMENT ~ ~===-==========='---===~ BENCH MARK DESCRIPTION---------~------- LOCATION------------------ SHEET FOR• CALLAWAY GOLF GOLF BALL FACILITY APPROVED _.,,?://4// LJ, =:-:-;;;:----6--7r~~,-7;1,l,,fY~=-~-7-:.-«-ff" ASSISTANT Fl.ANNING DIRECTOR DATE RECORD FROM-----------------DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY ElEVATION----------DATUM -----: ---c.. ___ PD_4_84 __ ~ 364-7L =======-.§:c===-l=r=============r====r==:::L~D:ATE~P~LA:N~PR:E:PA:R~EO~,--=--=--=--=--=--=--=--=--=--=--=--=--~=-'B:Y~,-=-=-=-=-=-=-=-=-=-=--=--_L ____________ ~ ________ _fEN~G~IN~EE~R~O~F~W~O~R1-~ __ _:R~[\/~IS~IO~N~D~E~S~C::!R~l~PT~l~O~N ____ _l_<:OfTITH:iicE~R_I_AIF'Pf'IPR~Ol\,\VA~Ll_'C~llY~Af'~P::R~O'l~AL~1..::R=VW=O=BY=,===~·=============='.J APPRO\IE:D BY: DATE '-----------'--~----"---'---~·-·-------------,--,-----------=----:,-----------·----___J 3.00 EXECUTION 1.01 013SE RV A TION A. SITE CONDITIONS: 1. ALL SCALFD DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL Ci·fECK AND VFRIFY ALL SIZE DIMENSIONS AND RECEIVE THE LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO PROCEEDING WITH WORK UNDER THIS SECTION. 2. EXERCISE EXTRFME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT. CHECK ANY EXISTING UTILITY DRA\VINGS FOR EXISTING UTILITY LOCATIONS. 3. COORDINATF INSTALLATION OF IRRIGATION MATERIALS, INCLUDING PIPE, SO THfRf SHALL BE NO INTERFl'RF"-ICE WITH UTILITIES OR OTHER CONSTRUCTION OR DIFFICULTY IN PLANTING TisEES, SHRUBS AND GROUNDCOVEKS. 4. rJ·iE CONTRACTOR SHALL CAREFULLY CHECK ALL GRADES BEFORE STARTING WORK ON THE IRRIGATION SYSTFM. 3.02 PREPARATION A. PHYSICAL LAYOUT: I. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY LINE AND CONTROL WIRE ROUTING. CONTROL VALVE AND SPRINKLER tiEAD LOCATIONS. 2. ALL LAYOUT SHALL BF APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. B. WATrR SUPPLY (POU: 1. THE IRRIGATION SYSTEM SHALL BE CONNECTED TO WATER SUPPLY POINTS OF CONNECTION AS INDICATED ON THE DRAWINGS AND AS APPROVED BY THE CARLSBAD MUNICIPAL WATER DISTRICT. 2. CONNECTIONS SHAl.l. BE MADE Al APPROXIMATE LOCATIONS AS SHOWN ON THE DRAWINGS. (SEE ALSO CIVIL DRAWINGS) CONNECT NEW UNDERGROUND PIPING TO EXISTING WATER SUPPLY LINE DOWNSTREAM OF THE EXISTING WATER METER. PROVIDE FLANGES, ADAPTERS AND OTHER NECESSARY FITTINGS REQUIRFD TO MAKE THE CONNECTIONS. 1 THE CONTRACTOR IS RESPONSIBLE FOR MINOR CHANGFS CAUSED BY ACTUAL SITE CONDITIONS. C. ELE'CTRICAL SUPPLY: 1. ELECTRICAL CONNFCTIONS FOR AUTOMATIC CONTROLLER SHALL BE MADE TO ELECTRICAL POINTS OF CONNECTION APPROXIMATELY WHERE SHOWN ON THE DRAWINGS. 2. ELECTRICAL POWER TO BE PROVIDED BY OTHERS. CONTRACTOR SHALL MAKE CONNECTION TO THE IRRIGATION CONTROLLER AS DIRECTED BY THE CONTROLLFR MANUFACTURER AND IN ACCORDANCf WITH LOCAL CODFS. 3. CONTRACTOR IS RESPONSIBU. FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. 3.0:.\ EXCAVATING AND TRENCHING A. GENERAL: PERFORM ALL EXCAVATIONS AS REQUIRED FOR INSTALLATION OF WORK, INCl.UDINC SHORING OF EARTH BANKS, IF NECESSARY. B. TRENCHING: C. 1. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO AN EVEN GRADE. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON DRAWINGS AND AS NOTED. 2. PROVIDE FOR A MINIMUM COVER OF 18 TO 24 INCHES FOR ALL PRESSURE SUPPLY LINES. 3. PROVIDE FOR A MINIMUM COVER OF 12 TO 18 INCHES FOR ALL NON- PRFSSURE PVC LINES. 4. PROVIDE FOR A MINIMUM COVER OF 18 INCHES FOR ALL CONTROL WIRING. ---···-·-··---··---- BACKFILLING: 1. THE TRfNCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. TRENCt-lES SHALL BE CAREFULLY BACKFILLED WITH THE EXCAVATED MATFRIALS APPROVED FOR BACKFILLING, CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS, FREE FROM LARGE CLODS OF EARTH OR STONE. BACKFILL SHALL BE MECHANICALLY COMPACTED IN LANDSCAPED AREAS TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL. BACKFILL WILL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER SURFACE IRREGULARITIES. 2. A FINE GRANULAR MATERIAL BACKFILL WILL BE INITIALLY PLACED ON ALL LINES. NO FOREIGN MATTER LARGER THAN 1/2 INCH IN SIZE WILL BE PERMITTED IN THE INITIAL BACKFILL. 1. FLOODING OF TRENCHES WILL BE PERMITTED ONLY WITH APPROVAL OF THE LANDSCAPE ARCHITECT. 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 WITHOUT COST TO THE OWNER. ! I ' I I ' ' I I I ' I i ' CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED NO. DESCRIPTION WILLIAM E. PLUMMER DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH APPROVED BY: DATE •••••••~•••ll•-,.~•-••"•"''•'• ••••------- D. TRENCHING AND BACKFILLING UNDER PAVING: 1. TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHALTIC CONCRETE OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH SAND (A LAYER 2 INCHES BELOW THE PIPE AND 6 INCHES ABOVE THE PIPE) AND COMPACTED IN LAYERS TO 95'1/., COMPACTION. USING MANUAL OR MECHANICAL TAMPING DFVICES. TRENCHES FOR PIPING SHALL BE COMPACTED TO EQUAL THE COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND LEFT IN A FIRM UNYIELDING CONDITION. ALL TRENCHES SIIALL BE LEFT FLUSH WITH THE ADJOINING GRADE. THE SPRINKLER IRRIGATION CONTRACTOR SHALL SET 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 Wl·iERE ANY CUTTING OR BREAKING OF SIDEWALKS AND/OR CONCRETE IS NECESSARY, IT SHALL BE DONE AND REPLACED BY THE CONTRACTOR AS PART OF THE CONTRACT COST. PERMISSION TO CUT OR BREAK SIDEWALKS AND/OR CONCRETE SHALL BF OBTAINED FROM THE LANDSCAPF ARCHITECT. NO HYDRAULIC DRIVING WILL BE PERMITTFD UNDER CONCRETE PAVING. COMPACT ALL BACKFILL TO 95% DRY DENSITY AND DISPOSE OF WASTE OFF SITE. REPLACEMENT PAVEMENT StiALL MATCH EXISTING IN STRUCTURE, MATERIAL AND APPEARANCE. 3 PROVIDE FOR A MINIMUM COVER OF 18 INCHES BETWEEN THE TOP OF THE PIPE AND THE BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE ANO NON•PRESSURE PIPING INSTALLED UNDER ASPHALTIC CONCRETE PAVING. E. INSTALLATION OF PVC PIPF: I. PIPE SHALL BF CUT USING APPROVED PVC PIPE CUTTERS ONLY. SAWED JOINTS WILL NOT BE PERMITTED. ALL FIELD CUTS SHALL BE BEVELED TO KEMOVE IJURRS AND EXCESS BEFORE FITTING AND SOLVENT WELD OF JOINTS. 2. PVC PIPE ANO FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE JOINTS ARE MADE. PIPE ENDS AND FITTINGS SHALL BE TREATED WITH MEK, OR OTHER PRIMER RECOMMENDED BY THE PIPE MANUFACTURER, BEFORE WELDING SOLVENT IS APPLIED. 3. SOCKET JOINTS SHALL BE MADE IN ACCORDANCE WITH RECOMMENDED PROCEDURES FOR JOINING PVC PLASTIC PIPE AND FITTINGS WITH PVC SOLVENT CEMENT BY THE PIPE AND FITTING MANUFACTURER AND PROCEDURES OUTLINED IN THE APPENDIX OF ASTM D 2564-93. WELDFD JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET IJEFORE MOVING OR HANDLING. INSTALL NO ASSEMBLY INTO A TRENCH WHICH HAS STANDING WATER. 4. WHFN CONNECTION IS PLASTIC TO METAL, PVC FEMALE ADAPTERS Sl-iALL BE USED WITH SHORT (NOT CLOSE) PVC SCH 80 THREADED NIPPLES IF NfEDED TO COMPLETE THE CONNECTION. JOINTS SHALL BE MADE WITH 2 CLOCKWISE WRAPS OF TEFLON TAPE ON MALE THREADED FITTING. HAND TIGHTENED JOINT PLUS ONE TURN WITH A STRAP WRENCH. 5. ASSEMBLE AND PLACE PIPE LINES HAVING RUBBER RING SEAL JOINTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. SNAKE PIPE FROM SIDf:-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. 7. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL OBSERVATIONS HAVE BFEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. 8. CENTER LOAD PIPE WITH APPROVED BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR OBSERVATION DURING TESTING. 9. AT CHANGES OF DIRECTION OF 45 DECREES OR MORE FOR PIPES 2-1/2 INCHES AND LARGER, CONSTRUCT CONCRETE THRUST BLOCKS AGAINST UNDISTURBED EARTH WITH SUFFICIENT BEARING TO RESIST THE THRUST OF WATER. F. BRASS OR GALVANIZED IRON PIPE: G. CHANGES 1. CUT PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. DO NOT CUT BRASS PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGt-f EDGES OR BURRS SO SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. 2. MAKE THREADED PIPE CONNECTIONS SHALL BE AIDED USING TEFLON TAPE IN CLOCKWISE WRAPS APPLIED TO MALE THREADS ONLY. 3. DIELECTRIC BUS~flNGS SHALL BF USED FOR CONNECTIONS OF PIPING OF DISSIMILAR METAL MATERIALS. CONDUIT AND SLEEVES: 1. COORDINATION: SLEEVING AND CONDUIT WILL BE EXISTING ON~ Y WHEN INSTALLED UNDER ANOTHER CONTRACT. FOR ALL OTHER INSTA~LATIONS AND WHEN CONNECTING TO EXISTING SLEEVING AND CONDUIT, PROVIDE MATERIALS AND COORDINATE INSTALLATION WITH OTHER TRADES AS REQUIRED TO FACILITATE SMOOTH CONSTRUCTION SEQUENC~. 2. CONDUIT: FURNISH AND INSTALL CONDUIT WHERE CONTROL WIRES PASS UNDER OR THROUGH WALLS, WALKS ANO PAVING. CONDU~S TO BE OF ADEQUATE SIZE TO ACCOMMODATE RETRIEVAL FOR REPAIR f WIRING AND SHALL EXTEND 12 INCHES BEYOND EDGES OF WALLS ANP PAVEMENT. 3. SLEEVING: INSTALL SLEEVES FOR ALL PIPES PASSING THROUGH QR UNDER WALKS AND PAVING AS SHOWN ON THE DRAWINGS. SLEEVING TO BE OF ADEQUATE SIZE TO ACCOMMODATE RETRIEVAL Of WIRING OR PIPING FOR REPAIR AND SHALL EXTEND 12 INCHES BEYOND EDGES OF PAVING OR OTHER CONSTRUCTION. (HIN, ;2.)( 1'1f..,;,1zE) ·• ' APPROVED DATE D8/ELOPERS NAME: ADDRESS: TELEPHONE: DATE PLAN PREPARED: BY: DESCRIPTION LOCATION RECORD FROM ELEVATION H. ASSEMBLIES: I. J. ,_ 2. 3. 4. 5. ROUTING OF IRRIGATION LINES AS INDICATED ON THE DRAWINGS IS 0I,0,G~AMMATIC INSTALL LINES (AND VARIOUS ASSEMBLIES) IN SUCH A MANNER AS TO CONFORM WITH THE DETAILS, PLANS AND NOTf~; INSTALL NO MULTIPLE ASSEMBLIES ON PLASTIC LINES. PROVIDE EAfH ASSEMBLY WITH ITS OWN OUTLET. , INSTALL ALL ASSEMBLIES SPECIFIED HEREIN IN ACCORDANCE WIT_tl RESPECTIVE DETAIL. IN ABSENCE OF DETAIL DRAWINGS OR SPEC(r~C::ATIONS PERTAINING TO SPECIFIC ITEMS REQUIRED TO COMPLETE WORK, PEfl.FORM SUCH WORK IN ACCORDANCE WITH BEST STANDARD PRACTICE AND APPROVAL OF LANDSCAPE ARCHITECT. PVC PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE INSTALLATION. INSTALLATION AND SOLVENT WELDING METHODS SHALL BE AS RECOMMENDED BY THE PIPE AND FITTING MANUFACTURER. INSTALL NO ASSEMBLY INTO A TRENCH WHICH HAS STANDING WATER. ON PVC TO METAL CONNECTIONS, THE CONTRACTOR SHALL WORK HIE 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 ADAPTERS INTO WHICH THE PIPE MAY BE WELDED. USE STRAP-TYPE FRICTION WRENCH ONLY •• NO METAL JAWFD WRENCH. LINE CLEARANCE: ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM EACH OTHER AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. A UT OMA TIC CONTROLLER: 1. INSTALL AS DETAILED AND PER MANUFACTURER'S INSTRUCTIONS WITH STRICT ATTENTION TO GROUNDING REQUIREMENTS. 2. REMOTE CONTROL VALVES SHALL BE CONNECTED TO CONTROLLER IN NUMERICAL SEQUENCE AS SHOWN ON THE DRAWINGS. 3. POWER SHALL BE PROVIDED AT APPROXIMATE LOCATION SHOWN ON THE PLANS FINAL ELECTRICAL HOOK-UP SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. WORK SHALL BE IN ACCORDANCE WITH LOCAL CODf AND/OR ORDINANCE. K. CONTROL WIRING (CONTROLLER TO REMOTE CONTROL VALVES): 1. WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. 2. WHERE MORE THAN ONE WIRE IS PLACED IN A TRENCH, THE WIRING SHALL BE BUNDLED AND TAPED TOGETHER AT INTERVALS OF 10 FFFT 4. AN EXPANSION CURL SHALL BE PROVIDED AT EACH MAJOR CHANGE OF DIRECTION AND AT EVERY REMOTE CONTROL VALVE. EXPANSION CURL (OR COIL) AT THE REMOTE CONTROL VALVE SHALL BE OF SUFFICIENT LENGTH, SO THAT IN CASE OF REPAIR, THE VALVE BONNET MAY BE BROUGHT TO THE SURFACE WITHOUT DISCONNECTION OF THE CONTROL WIRES. CONTROL WIRES SHALL BE LAID LOOSELY IN TRENCH WITHOUT STRESS OR STRETCHING OF CONTROL WIRE CONDUCTORS. L. COMMUNICATION CABLE (SATELLITES, CCU AND CENTRAL OR FLOW SENSOR) AND CONDUIT: 1. COMMUNICATION CABLE A. ALL IRRIGATION INTERCONNECT CONDUCTORS SHALL BE PULLED BY HAND. B. A TOTAL OF TWO FEET OF SLACK SHALL BE LEFT AT EACH FIELD SATELLITE AND CLUSTER UNIT AND WITHIN EACH PULL BOX. SUFFICIENT SLACK SHALL BE LEFT TO THE WIRE TO EXTEND 18" ABOVE THE TOP OF THE PULL BOX GRADE. C. SMALL, PERMANENT, IDENTIFICATION BANDS SHALL BE MARKED "IRRIGATION INTERCONNECT" OR AS SPECIFIED AND SECURELY ATTACHED TO IRRIGATION INTERCONNECT WIRES IN EACH PULL BOX NEAR THE TERMINATION OF EACH WIRE. PERMANENT IDENTIFICATION BANDS SHALL BE EMBOSSED 6-MIL Oil-RESISTANT PVC TAPE WITH PRESSURE SENSITIVE BACKING. D. THE IRRIGATION INTERCONNECT WIRE SHALL BE CONTINUOUS FROM SATELLITE TO SATELLITE. All SPLICES SHALL OCCUR WITHIN THE SATELLITE ENCLOSURE UNLESS SPECIFICALLY AUTHORIZED BY THE ARCHITECT. ALL SPLICES SHALL BE MADE USING APPROVED CONNECTORS ONLY. ALL SPLICES Sl-jALL BE CAPABLE OF SATISFACTORY OPERATION UNDER CONTINUOUS SUBMERSION IN WATER. APPROVED: ENGINEERING PLANCHECKER REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FlLED. BENCH MARK DATE INITIAL DAnJM I I I DATE ENGINEER OF WOR~ REVISION DESCRIPTION ., •,--,-.. ··-- 1. COMMUNICATION CABLE CONDUIT A. CONDUIT RUNS SHALL FOLLOW Ti1E IRRIGATION PRESSURE MAIN WHEREVER POSSIBLE. AT SECTION ENDS OF THE IRRIGATION PRESSURE MAIN, CONDUIT SHALL ~UN DIRECTLY FROM THE END OF ONE PRESSURE MAIN TO THE END pF THE NEXT. B. CONDUIT SHALL BE INSTALLED AS DETAILED, AT A DEPTH NOT LESS THAN 18" BELOW FINISH GRADE. C. CONDUIT RUNS SHALL BE INSTALLED AS NOTED IN THE APPROVED PLANS. ANY CHANGES SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. D. THE ENDS OF THE CONDUITS, WHETHER SHOP OF FIELD CUT, SHALL BE REAMED TO REMOVE BURRS AND ROUGH EDGES. CUTS SHALL BE MADE SQUARE AND TRUE. E. THE ENDS OF THE CONDUIT SHALL BE CAPPED UNTIL THE PULLING OF WIRING IS STARTED F. CONDUIT BENDS, EXCEPT FACTORY BENDS, SHALL HAVE A RADII OF NOT LESS THAN SIX TIMES THE INSIDE DIAMETER OF THE CONDUIT. G. CONDUIT SHALL BE FREE OF SOIL AND DEBRIS. H. A NYLON OR POLYPROPYLENE PULL ROPE WITH A MINIMUM TENSILE STRENGTH OF 500 POUNDS SHALL BE INSTALLED IN ALL CONDUITS WHICH ARE TO RECEIVE FUTURE INTERCONNECT CABLE. AT LEAST TWO FEET OF PULL ROPE SHALL BE EXTENDED BEYOND EACH END OF THE CONDUIT RUN AND SECURED. M. WATER PROOF WIRE CONNECTORS FOR CONTROL WIRE AND COMMUNICATION CABLE: 1. ANY AND ALL UNDERGROUND SPLICES THAT MAY BE REQUIRED, MUST BE APPROVED BY THE LANDSCAPE ARCHITECT, AND SHALL HE PLACED IN A SUITABLE TYPE VALVE BOX FOR EASY ACCESS. ALL SPLICES SHALL BE MADE ACCORDING TO THE MANUFACTURER'S DIRECTIONS. 2. ALL SPLICES S~iALL BE MADE ACCORDING TO THE MANUFACTURER'S DIRECTIONS. N. PULL BOXES FOR CONTROL SYSTEM: ·1. PULL BOXES SHALL BE INSTALLED AT INTERVALS NOT TO EXCEED FIVE HUNDRED FEET, AT EACH LOCATION OF CONTROL UNITS, AT EACH POINT WHERE THE CONDUIT CROSSES A ROADWAY, BRIDGE. OR MAJOR UTILITY EASEMENT AND WHERE SPLICES ARE APPROVED BY THE LANDSCAPE ARCHITECT. 2. PULL BOXES SHALL BE INSTALLED IN PLANTED AREAS WHENEVER POSSIBLE. SEE SPEC. FOR 'VALVE BOXES' BELOW) 3. THE BOX SHALL BE SUPPORTED AT EACH CORNER BY BLOCKS SET ON COMPACTED OR UNDISTURBED SUBC~APE. TOP OF BOX SHALL BE PARALLEL WITH FINISH GRADE AT HEIGHT AS SHOWN ON THE DETAIL DRAWING. BOTTOM OF BOX SHALL BE BEDDED IN CRUSHED ROCK THREE INCHES DEEP AS DETAILED. 0. PRESSURE REGULATING VALVE: 1. PRESSURE REGULATOR SHALL BE INSTALLED AS DETAILED WITH A JUMBO VALVE BOX AND EXTENSIONS TO ALLOW ACC~SS FOR MAINTENANCE. SEE ALSO LOCATION REQUIREMENTS AS DESCRIBE0 FOR REMOTE CONTROL VALVES. 2. PRESSURE REG. VALVE SHALL BE SET AT P[-:ESSURE AS NOTED ON THE DRAWINGS. 3. R.W. I.D. SHALL BE WIRED TO ADJUSTINC BOLT. 4. VALVE BOX LID SHALL BE HEAT BRANDED TO IDENTIFY ENCLOSED EQUIPMENT AS DETAILED. Architectural Landscape• Lw.dsc+iA.dt ••" Ur6onDMJp, PL-■■c ~~ (jtt -----uilf ...._,~- 6'B/41M-11111 OMm-.. ,_,.. "AS-BUILT " APPROVED FDR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE CTu CITY OF CARLSBAD ~ 7 PLANNING DEPARTMENT 0 ... ,: ., SHEET FDR• CALLAWAY GOLF GOLF BALL FACILITY APPROVE~.i.,f 9$."~ ASSISTANr PLANNING DIRECTOR ATE I I DRAWING NO. OWN BY: PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: PD 484 FNWD BY: 364•7L 011-IER APPROVAL CITY APPROVAL CJ-1 W D p_ Q. R. S. T. u. ----------- FLOW S[NSOR: I. FLOW SFNSOR Sl·IALL BE INSTALLED AS DETAILED WITH A JUMBO VALVE BOX ANO EXTENSIONS TO ALLOW UNOBSTRUCTED FLOW THROUGH SENSOR AND ACCESS FOR MAINTENANCE. SEE ALSO LOCATION REQUIRFMINTS AS DESCRlflEO FOR REMOTE CONTROL VALVES. SEE ALSO LOCATION R[QLJIRFMENTS AS OFSCRIBFD FOR REMOTE CONTROL VALVES. 2. R W. 1.0. SHALL BE WIRED TO COMMUNICATION CONDUCTOR. .1. VALVE BOX LID SHALL BE l·ffAT BRANDED TO IDENTIFY ENCLOSFO FQUIPM[NT AS DETAILED. GATF VALVfS: I. INSTALL EACH CATE VALVE AS DETAILED ANO NOTED IN A SEPARATE VALVE BOX WITH EXTENSION AS NEEDED TO PROVIDE ACCESS. SEE ALSO LOCATION R[QUIRFMENTS AS DESCRIBED FOR RFMOTF CONTROL VALVES. Sff ALSO LOCATION REQUIREMENTS AS OFSCRIBED FOR REMOTE CONTROL VALVES. 2. R W I D SHALL BE WIRFD TO FLOW CONTROL HANDLE. .. l. VALVE BOX LID SHALL BE HEAT BRANDED TO IDENTIFY ENCLOSED FQUIPMENT AS DETAILED. qUICK COUPLING VALVES: l _ INSTALL EACH QUICK COUPLER VALVE AS DETAILED AND NOTED IN A S£:PARATF VALVE BOX. SEE ALSO LOCATION REQUIREMENTS AS DESCRIBFD FOR REMOTE CONTROL VALVES. 2. R.W. ID TAG SHALL BE WIRED TO VALVE COVER. 3. VALVE BOX LID SHALL BE lffAT BRANDFD TO IDENTIFY ENCLOSED FQUIPMFNT AS DETAIL[D. RFMOTE CONTROL VALVE AND RFMOTF CONTROL VALVE I PRESSURE RFGUl.ATOR ASSEMIJL Y: I. INSTALL REMOTE CONTROL VAL.VE ASSEMBLIES IN LOCATIONS APl'ROXIMATEI.Y WHERE SHOWN IN A SFPARATF VALVE BOX AS DETAILED AND NOTfD 2. WHEN GROUPED TOGETHER, ALLOW ADFQUATE SPACE BETWEEN VALV[S TO PROVIDE AT LEAST 12 INCHES BETWEEN VALVE BOXES AND SO THAT ALL BOXES CAN BE PLACED IN A UNIFORM ROW 12" FROM AND PERPENDICULAR TO FDGF Of PLANTING AREA. (SEE D[TAIL DRAWING) 1. VALVFS WITH BOXES SHALL BF INSTALL IN NON-CONSPICUOUS LOCATIONS WHENEVER PRACTICAL. LOCATIONS SHALL BF STAKED FOR APPROVAL BY THF LANDSCAPE ARCHITECT STAKFD LOCATIONS MUST IJE APPROVFD BEFORE INSTALLATION. 4. FACH REMOTE CONTROL VALVE SHALL INCLUDE A R.W. ID TAG AS DETAILED AND CONTROLLER/STATION ID TAG. ID TAG SHALL BE ATTACH,D UNDFR A BONNET BOLT OR WIRED TO A SOLENOID WIRE. 5. VALVE BOX LID SHALL BE HFAT BRANDED TO IDENTIFY CONTROLLER AND STATION NUMBER AS DETAILED. DISC FIL T[R: 1. DISC FILTER FOR DRIP AND MIST SYSTEMS Sl·IALL BE INSTALLED IN A SEPARATE VALVf BOX DIRECTLY UPSTREAM OF THE REMOTE CONTROL VALVE ASSEMBLY AS SHOWN IN THE DETAIL DRAWING. SEE ALSO LOCATION REQUIRFMFNTS AS DESCRIBED FOR REMOTE CONTROL VALVFS. 2. R.W. ID TAC SHALL BE WIRED TO THE FILTER INLET LINE. 3. VALVE BOX LID SHALL BE tffAT BRANDED TO IDENTIFY ENCLOSED FQUIPMFNT AS DETAILED. PRE-SET PRFSSURF RFGULATING VALVES (DRIP SYSTEMS): 1. PRESSURE REGULATING VALVE FOR DRIP SYSTFMS SHALL BE INSTALLED AS AN INTEGRAL PART OF RFMOTE CONTROL VALVE ASSEMBLY AS SHOWN IN THE DETAIL DRAWING V. CONTROL VALVE BOXES: 1. INSTALL A SEPARATE VALVE BOX AS DETAILED AND NOTED FOR EACrl VAL VE ASS[MllL Y. 2. WHEN GROUPED TOGFTHFR, ALLOW AT LEAST 12 INCHES BETWEEN VALVfS. ALIGN ALL BOXES IN A ROW 12" FROM FDGF OF PLANTING AREA. .l. VALVFS AND VALVE BOX SHALL BE INSTALL IN NON-CONSPICUOUS LOCATIONS WHENEVER PRACTICAL. LOCATIONS SHALL BF STAKED FOR APPROVAL BY THE LANDSCAPf ARCHITECT. STAKED LOCATIONS MUST BE APPROVFO BFFORE INSTALLATION. 4. ALL VALVE BOXES SHALL BE HFAT BRANDED FOR IDENTIFICATION OF THE INCLUDFD APPURTENANCE AS SHOWN IN DETAIL DRAWING AND AS R[QlJIRfD BY C.M.W.O. W. R. W. ID TAGS AND LABFLS: TAGS TO IDENTIFY RECLAIMED WATER (R.W.) SYSTEM I. VALVE TAGS SHALL BE PERMANENTLY ATTACHED WITH CORROSION PROOF WIRE TO ALL BASKET STRAINERS, FLOW SENSORS, PRESSURE REGULATING VALVES, CATE VALVES, REMOTE CONTROL VALVES, DISC FILTFRS, AIR/VACUUM RELIEF VALVES AND DRIP LINE FLUSH VALVFS 2. IDFNTIFICATION LABELS/ DECALS 4. A. RISER DECAL SHALL BF PfRMANENTLY AFFIXFO TO SPRINKLER RISERS AS REQUIRED. B. CONTROLLER DECAL SHALL BE PERMANENTLY AFFIXED TO THE CONTROLLER ENCLOSURE AS DETAILED. R.W. ID FOR ALL POP"UP HEADS Sl-lALL BE AS PROVIDED BY HIE MANUFACTURER. R.W. WARNING SIGN SHALL Bf INSTALLFO AS OIRECTFD f!Y THF C.M.W.D. X. Y. .. ' . ·-·····-····· --··-··-···-·-··, . ··-·-·'··-·-··· --·-·-·""""'"'" --·-----···••'-...... , . ------ DRIP TUBING ANO ASSOCIATED EQUIPMFNT INSTALLATION: 1. PRIOR TO START OF CONSTRUCTION THE IRRIGATION CONTRACTOR SHALL CONTACT NETAFIM IRRIGATION INC. (800)777-6541 FOR INSTALLATION AND OPERATION INSTRUCTIONS AND ASSISTANCE. PAY ALL COSTS INVOLVED FOR THIS SERVICE. 2. THF DRIP TUBING WITH INTEGRAL EMITTERS USED ON THIS PROJECT IS INTENDED TO BE INSTALLED IN A GRID DESIGN TO PROVIDE COMPLETE AND UNIFORM WETNESS OF THE PLANTING AREAS. ------·-. ------- l. TUBING MUST BE INSTALLED AT THE SPECIFIED SPACINGS. TUBING CAN BE TRENCHED IN OR LAID ON SURFACE, SECURED WITH STAPLES AND COVERED WITH MULCH. (SEE LANDSCAPF PLANTING PLANS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE METHOD OF INSTALLATION AND SUBSEQUENT PERFORMANCF. THE CONTRACTOR SHALL CONTACT THE MANUFACTURER FOR INSTRUCTIONS AND ASSISTANCE. 4. ALL TUBING CONNECTIONS SHALL Bf MADE WITH NETAFIM TECHLINE INSERT FITTINGS AS INSTRUCTED BY THE MANUFACTURER. . o. INSTALL AIR/VACUUM RELIEF VALVES WITH VALVE BOX AND R.W. ID TAG WIRED TO THE TEE INLET AS DFTAILED. AIR/VACUUM RELIFF VALVE MUST BE INSTALLED AT HIE lilGHEST LOCAL ELEVATION WITHIN EACH ZONE. ADDITIONAL AIR/VACUUM RELIEF VALVES MAY BE NECESSARY AS DETERMINED BY THE TOPOGRAPHY OF THE AREAS TO BE IRRIGATED. ALL LOCATIONS StiALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND/OR THE MANUFACTURERS REPRESENTATIVE. f,. INSTALL LINE FLUSH VALVES HORIZONTALLY LEVEL AT THE HYDRAULIC TERMINATION POINT(S) IN EACH SYSTEM WITH VALVE BOX AND R.W. ID TAG WIRED TO THF VALVE INLET AS DETAILED. ALL LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT ANO/OR THF MANUFACTURERS REPRFSFNT ATIVF. 7. INSTALL Fil TFR IN VALVE BOX DIRECTLY UPSTREAM OF THf REMOTE CONTROL VALVE/PRESSURE REDUCING VALVE ASSEMBLY WITH VALVE BOX AND R.W. 10 TAG WIRFD TO THE VALVE INLET AS DETAILED. ll. REFER TO IRRIGATION CONSTRUCTION DETAILS FOR ADDITIONAL INFORMATION. SPRINKLER HEADS: 1 . 2. 3 4. 5. 6. 7. STAKE SPRINKLER HEAD LAYOUT FOR APPROVAL BY Tl·ff LANDSCAPE ARCHITECT PRIOR TO ASSEMBLY. INSTALL THE SPRINKLER HEADS AS DESIGNATED AND/OR NOTED ON THE DRAWINGS, NOTES AND DETAILS. SPRINKLER HEADS TO BE INSTALLED IN THIS WORK SHALL BE AS NOTED IN THF LEGEND AND THFSE SPECIFICATIONS. ALL SPRINKLER HEADS SHALL BF 4" TO 8" AWAY FROM ANY CURB, BUILDING WALL OR OTHER STRUCTURE. CLEARANCE FROM WALL OR STRUCTURE WILL DEPEND ON THE ADJUSTED RADIUS.OF-THROW IE 3" FOR THE REDUCED RADIUS HEADS, 8" FOR THE STANDARD RADIUS HEADS. SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM INDICATED ON THE DRAWINGS. LAY-OUT AND SPACING OF SPRINKLER HEADS IS WITH THE INTENTION TO ACHIEVE HFAD-TO"HEAD COVERAGE WHILE AVOIDING ANY OVERSPRAY. ALL SPRAY HEADS SHALL INCLUDE A PRESSURE COMPENSATING SCREEN (PCS) SUITABLE FOR FULL-FLOW-RADIUS OR THE ADJUSTED RADIUS-OF" THROW. THE RADIUS ADJUSTMENT SCREW SHALL BE USfD TO FURTHER ADJUST RADIUS-OF-THROW. ALL SPRINKLER HEADS INTENDED FOR USE IN FLAT OR SLIGHTLY SLOPED (4:1 OR LFSS) AREAS SHALL BE INSTALLED PERPENDICULAR TO FINISH GRADE. ALL SPRINKLER HEADS INTENDED FOR USE ON SLOPED AREAS St-lALL BE INSTALLED WITH ANGLE OF HEAD BETWEEN PLUMB AND NORMAL TO SLOPE AS DETAILED. Z. CHECK VALVES: 1. SPRING CHECK VALVES OR ANTI-DRAIN VALVES SHALL BE INSTALLED BETWFfN THE SPRINKLER ~iEAO AND THE SCH 80 RISER OF ALL SHRUB TYPE HFADS. 2. INSTALL ALL CHECK VALVES AFTER LINE FLUSH IS COMPLETED CHARGE LINE WITH LOW FLOW, ADJUST ALL CHECK VALVES TO ALLOW NO RUNOFF. PLACE HEADS ON RISER. 3. LOW HEAD DRAINAGE 15 NOT ACCEPTABLE. ADDITIONAL CHECK VALVES MAY BE REQUIRED WHERE ELEVATION DIFFERENCE DICTATE AND SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. AA. FLUSHING OF SYSTEM: 1. CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEFN INSTALLED TO PREVENT THF ENTRANCE OF DEBRIS OR ANY CONTAMINANTS THAT WILL OBSTRUCT PIPE LINE OR FOUL SMALL ORIFICE EMITTERS. LEAVE IN PLACE UNTIL CONNECTIONS CAN BE COMPLETED. 2. AFTER ALL NEW IRRIGATION SYSTEM VALVES, PIPELINES AND RISERS ARE IN PLACE AND BEFORE CONNECTION OF LATERAL LINES, THE CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTFM 3. SPRINKLER HEADS SHALL BE INSTALLED ONLY AFTER FLUSHING OF THE ENTIRE SYSTEM, INCLUDING LATERAL LINES AND SWING JOINTS, HAS BEEN ACCOMPLISHED TO THE COMPLETE. SATISFACTION OF THE LANDSCAPE ARCHITECT. CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES WILLIAM E PLUo,IMER DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH NO. DESCRIPTION APPROVED DATE DEVELOPERS NAME: _______________ _ ADDRESS: __________________ _ TELEPHONE: _____ _ ·------------ 3.04 TECHNICAL SUPPORT TO BE PROVIDED BY THE EQUIPMENT MANUFACTURER/SUPPLIER: A. ON-SITE PRE-CONSTRUCTION SYSTEM FAMILIARIZATION MEETING FOR CONTRACTOR, LANDSCAPE ARCHITECT, AND/OR IRRIGATION! CONSULTANT AND OWNER TO INSURE THAT ALL PARTIES INVOLVED UNDERSTAND THE SYSTEM ANO INSTALLATION TECHNIQUES AND HOW TO UTILIZE TECHNICAL SERVICES OF THE MANUFACTURERS. B. THE CONTRACTOR SHALL BE RESPONSIBLE TO SCHEDULE ANO ORGANIZE ON- SITE, PRE-CONSTRUCTION MEETING. THE FOLLOWING EQUIPMENT MANUFACTURERS/ SUPPLIERS SHALL BE IN ATTENDANCE: PACIFIC TECHNICAL SERVICES PHI (714) 537.4737 NETAFIM IRRIGATION INC. PHI (209) 498"6880 OR 1-(800) 777-6541 . ·------·---·· ---- C. THE CONTRACTOR SHALL ARRANGE FOR AND OBTAIN, AT THE CONTRACTORS EXPENSE, ON-SITE TECHNICAL ASSISTANCE FROM THE LISTED EQUIPMENT MANUFACTURERS I SUPPLIERS DURING INSTALLATION PERIOD AS FOLLOWS OR WHEN REQUESTED BY CONTRACTOR, ARCHITECT OR IRRIGATION CONSULTANT . PACIFIC TECHNICAL SERVICES AT TIME OF CONTROLLER ASSEMBLY INSTALLATION. NETAFIM IRRIGATION INC. EVERY WEEK DURING THE INSTALLATION OF THE NETAFIM TECHLINE EQUIPMENT. D THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE, SCHEDULE AND ORGANIZE, AT THE CONTRACTORS EXPENSE. TECHNICAL SUPPORT STAFF AND EDUCATIONAL MATERIALS FOR A HALF-DAY TO FULL-DAY TRAINING SEMINAR FOR OWNER'S MAINTENANCE PERSONNEL. 1. PROVIDE ON-SITE TECHNICAL ASSISTANCE DURING INSTALLATION PERIOD W~iEN REQUESTED BY CONTRACTOR, LANDSCAPE ARCHITECT OR IRRIGATION CONSULTANT. 2. TEST GROUNDING SYSTEM TO VERIFY THAT EQUIPMENT IS PROPERLY GROUNDED. 3. PERFORM CONTINUITY AND RESISTANCE TESTS ON COMMUNICATION WIRE TO INSURE THAT PROPER VOLTAGE WILL BE DELIVERED TO THE EQUIPMENT ON LINE. 4. HOOK UP COMMUNICATION AND SENSOR WIRES TO THE PROPER TERMINALS INSIDE THE ENCLOSURE TO INSURE THAT GOOD CONNECTIONS ARE MADE. 5. PROVIDE TECHNICAL SUPPORT STAFF AND EDUCATIONAL MATERIALS FOR A FULL-DAY TRAINING SEMINAR FOR OWNER'S PERSONNEL. 3.05 TEMPORARY REPAIRS 3.06 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 BUILDER/DEVELOPER SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES UNDER THE TERMS OF THE GUARANTEE AS tiEREIN SPECIFIED. 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 2 INCH AND LARGER ROOTS OCCUR SHALL BE DONE BY HAND. ALL ROOTS TWO INCHES ANO LARGER IN DIAMETER, EXCEPT DIRECTLY IN THE PATH OF PIPE OR CONDUIT, SHALL BE TUNNELED UNDER AND SHALL BE HEAVILY WRAPPED IN BURLAP, TO PREVENT SCARRING OR EXCESSIVE DRYING. WHERE A DITCHING MACHINE IS RUN CLOSE TO TREES HAVING ROOTS SMALLER THAN 2 INCHES IN DIAMETER THE WALL OF THE TRENCH ADJACENT TO THE TREE SHALL BE HAND TRIMMED, MAKING CLEAN CUTS THROUGH. ROOTS 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 24 HOURS; AND WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE SHALL BF KEPT SHADED WITH MOIST BURLAP OR CANVAS. 3.07 FIELD QUALITY CONTROL A. AD_IUSTMENT OF THE SYSTEM: 1. IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT WILL PROVIDE BETTER UNIFORMITY OF COVERAGE, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS PRIOR TO PLANTING. 2. LOWERING AND RAISING VALVE BOXES OR ANY OTHER ADJUSTMENTS BY THE CONTRACTOR SHALL BE ACCOMPLISHED WITHIN TEN DAYS AFTER NOTIFICATION BY OWNER. B. TESTING OF IRRIGATION SYSTEM: 1. THE CONTRACTOR SHALL REQUEST THE PRESENCE OF THE LANDSCAPE ARCHITECT IN WRITING AT LEAST 48 HOURS IN ADVANCE OF TESTING. 2. TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH AND PROVE WATERTIGHT. NOTE: TESTING OF PRESSURE MAINLINES SHALL OCCUR PRIOR TO INSTALLATION OF ELECTRIC CONTROL VALVES. 3. ALL PIPING UNDER PAVED AREAS OR ON STRUCTURE SHALL BE TESTED UNDER HYDROSTATIC: PRESSURE OF 150 POUNDS PER SQUARE INCH AND PROVED WATERTIGHT, PRIOR TO PAVING. APPROVED: ENGINEERING PLANCHECKER DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALlH ENGINEER CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FlLED. 4. SUSTAIN PRESSURE IN LINES FOR NOT LESS THAN F04R. HOURS WITH NO MEASURABLE DROP IN PRESSURE. 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 owi:.ire l<tplQ::',,lit:jTATJVE AJ4D CITY IH5Pi;c,afil_;.. . . .. : : • . . . ·: ·_ . ·:.: ·. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED IN WRITING. 6. FURNISH NECESSARY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. -----·-··-···--·-··-··. . .. ··-··-·· . 7. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE. 3.08 MAINTENANCE A. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF SEVEN DAYS PRIOR TO ANY PLANTING. B. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO WAIVE OR SHORTEN THE OPERATION PERIOD. 3.09 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 AND ANY DAMAGE SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITION. 3.10 FINAL OBSERVATION PRIOR TO ACCEPTANCE A. THE CONTRACTOR SHALL OPERATE EACH SYSTEM IN ITS ENTIRETY FOR THE LANDSCAPE ARCHITECT AT TIME OF FINAL OBSERVATION ANY ITEMS DEEMED NOT ACCEPTABLE BY TME INSPECTOR SHALL BE REWORKED TO THE COMPLFTF SATISFACTION OF THE LANDSCAPE ARCHITECT. B. THE CONTRACTOR SHALL SHOW EVIDENCE TO THE LANDSCAPE ARCHITECT THAT THE OWNER HAS RECEIVED ALL MAINTENANCE MANUALS, DOCUMENTATION OF TESTING, IRRIGATION ACCESSORIES, CHARTS, RECORD DRAWINGS AND EQUIPMENT AS REQUIRED BEFORE FINAL OBSERVATION CAN OCCUR. 3.11 OBSERVATION SCHEDULE A. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT IN ADVANCE FOR THE FOLLOWING OBSERVATIONS, ACCORDING TO THE TIME INDICATED: 1. PRE-JOB CONFERfNCE -7 DAYS 2 sL.1E-ave.5 ;J. PRESSURE SUPPLY LINE INSTALLATION AND TESTING -48 HOURS 4. AUTOMATIC CONTROLLER TESTING· 48 HOURS !;i. CONTROL WIRE INSTALLATION -48 HOURS 6. LATERAL LINES -48 HOURS 7. COVERAGE TEST -48 HOURS 8. FINAL OBSERVATION -7 DAYS B. WHEN OBSERVATIONS HAVE BEEN CONDUCTED BY OTHER THAN THE LANDSCAPE ARCHITECT, SHOW EVIDENCE OF WHEN AND BY WHOM THESE OBSERVATIONS WERE MADE. C. NO OBSERVATION WILL COMMENCE WITHOUT THE RECORD DRAWINGS. IN THE EVENT THE CONTRACTOR CALLS FOR AN OBSERVATION WITHOUT RECORD DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS OR WITHOUT PREPARING THE SYSTEM FOR OBSERVATION, HE SHALL BE RESPONSIBLE FOR REIMBURSING THE LANDSCAPE ARCHITECT AT THE HOURLY RATE IN EFFECT AT THE TIME OF THE OBSERVATION PORTAL (PLUS TRANSPORTATION COSTS) FOR THE INCONVENIENCE. NO FURTHER OBSERVATIONS WILL BE SCHEOULFO UNTIL THIS CHARGE HAS BEEN PAID. APPROVED FOR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. Architectural Landscapes la ...... ~ u,b.,De,iJJ, Plii-o•c ,-;rt, I ,..._ 5oo °"""' -.,,,. m, __ Ofib n,m-.... ,_ "AS-BUILT " P.E, __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE i----+--t------------+--1-----+--1-----l ~B CITY OF CARLSBAD ~o ~ PLANNING DEPARTMENT ~ BENCH MARK DESCRIPTION _________________ _ LOCATION------------------- RECORD FROM ________________ _ DATE ;=:::::::.;,. ~S~H==E=ET===F:::::O:,,:R=, :::::::::::::::=:::=======--===~ CALLAWAY GOLF GOLF BALL FACILITY APPROVED ASSISTANT P INmAL DATE INITIAL DATE INITIAL DWN BY: ---PROJECT NO. DRAWING NO. DATE PLAN PREPARED, ___________ BY·----·---ELEVATION ___________ DATUM ------CHKD BY DATE -; ---PD 484 364-7L ~============'.:::::='.:::::======~ ______ _L ___ _j_ __ _L _______________________ .J_ ______________________ _tEN:G:IN:EE:':'R':____'.'.O:__f_:W:'.O:R1._ __ _tR<_tEV~IS:,il_<::O~N~D)_cE.'.oS~C~R~IP'.'._!T~IO~N~----~O~TH:'.:'.E~R~AP~P~R~OV'v_!_A~ll_'.C~llY~APP~R~O~VA~L:J~R\/W~D~B~Y~;===~========~==~~ APPROVED BY: ~--------------------------------------------------· ______________________________________________________ ___J ···--"· ·-·' ,.,·= . .:=,··,,,,,._ .. ,=•.:=,-,•,.,-.,.,,,.-~---·-.. -.... ,.~-.... ,J•~--~,--- . ·- SECTION 02900 LANDSCAPE PLANTING SPECIFICATIONS PART 1 -GFNFRAL 1.1 SUMMARY: 1.1.1 THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THF DRAWINGS AND AS SPECIFIED. THE CONDITIONS OF THE CONTRACT AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HF REIN. 1.2 SUBMITTAL.S: 1.2.1 SUBMIT THE FOLLOWING LANDSCAPE MATERIALS FOR REVIEW AND ACCFPTANCT: . ·1 PLANT MA TE RIALS .2 SOIL CONDITIONERS .J TOPSOIL .4 FERTILIZER _5 GYPSUM .6 SOIL PENETRANT .7 ROOT BARRl[R -8 TRH DRAINS .9 BARK MULCl·I _ 10 TRFF ST AKES AND TIES .11 CfRTIFICATES OF COMPLIANCE .12 SOIL ACRICULTURAL SUITABILITY TESTINC RESULTS . 1 J INVOICES . 14 TRIP SLIPS . 15 QUANTITY OF MA TE RIALS 1.2.2 SPECIMEN TREE SAMPLES: REPRESENTATIVE PHOTOS OF EACH TREE VARIETY AND SIZE SHALL BF SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW, PRIOR TO DELIVERY TO THE SITE. UPON DELIVERY TO THE SITE, THE MATERIAL WILL BE REVIEWED FOR ACCEPTANCE. AT THE CONTRACTOR'S OPTION AND E.XPfNSE, Hf MAY RETAIN THE SERVICES OF T~lE LANDSCAPE ARCHITECT TO REVIEW TREES 15 GALLON AND LARGER TAGGED AT THE NURSERY TO ASSURE CONFORMANCE TO THF SPFCIFICATIONS. 1.2.3 SHRUB AND TREE SAMPLES: SUBMIT 3 SAMPLES OF EACH VARIETY AND SIZE OF PLANT MATERIALS AT THE SITE A MINIMUM OF 15 DAYS BEFORE PLANTING OPERATIONS. SAMPLES SHALL BE TAGGED AND LABELED. ACCEPTED SAMPLES SHALL REMAIN ON THE SITE AND SHALL BE MAINTAINED AS STANDARDS OF COMPARISON FOR PLANT MATERIALS TO BE FURNIS~IED. SAMPLES MAY BE INCORPORATED INTO THE WORK. 1.3 GUARANTEES AND REPLACEMENTS: 1 3.1 TREES SHALL BE GUARANTEED TO REMAIN HEAL THY ANO VIGOROUSLY GROWING FOR A PFRIOD OF ONE (1) YEAR FROM THF BEGINNING DATE OF n-1E MAINTENANCE PERIOD FOR THE PROJECT. 1.3.2 SIIRUBS. VINFS AND GROUNDCOVERS SHALL BE GUARANTEED TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR A PERIOD OF NINETY (90) DAYS FROM DATE OF FINAL ACCEPTANCE OF MAINTFNANCF PERIOD OF PROJECT_ 1.3.3 PLANTS FOUND TO BE DEAD OR NOT IN A VIGOROUS CONDITION WITHIN THE MAINTENANCE AND GUARANTEE PERIODS SHALL BE REPLACED WITHIN FOURTFFN (14) DAYS AT THE CONTRACTOR'S EXPENSE. 1 . .1.4 PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED. THE CONTRACTOR IS RESPONSIBLE FOR THE FXPFNSF OF ALL RFPAIR WORK ON EXISTING IMPROVEMENTS DAMAGED DURING RF PL ACF MF NT 1.3.5 IF RFPLACEMFNT IS NOT MADE WITHIN FOURTEEN (14) DAYS, THE OWNER, WITHOUT FURTHER NOTICE MAY REPLACE THE MATERIAL, AT THE CONTRACTOR'S FXPFNSL I 4 REJECTION & SUBSTITUTION: 1 .4, 1 PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMFDIATEL Y REMOVFD FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MFFT ALL APPLICABLE CODES REQUIRED BY LAW_ PLANTS SHALL flF OF THF SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZES FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRFSS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. 1.S FIELD QUALITY CONTROL: 1.S 1. REVIEWS HEREIN SPECIFIED SHALL BE MADE BY THE LANDSCAPE ARCHITECT. THF CONTRACTOR SHALL REQUEST REVIEW IN WRITING A MINIMUM OF THREE (3) WORKINC DAYS IN ADVANCE, FOR THE FOLLOWING PARTS OF WORK. REVIEWS BY THE CITY OF CARLSBAD INSPECTOR SHALL COOINCIDE WITH THFSF OflSERVA TIONS. . 1 PRE-CONSTRUCTION MFFTING TO EXPLAIN THE SCOPE OF WORK, SCHEDULE AND ROLFS .2 INCORPORATION OF SOIL CONDITIONING AND FERTILIZING INTO THE SOIL. .3 UPON COMPLETION OF GRADING PRIOR TO PLANTING. REVIEW OF PLANT MATERIALS IS TO COINCIDE WITH THIS REVIEW. .4 WHEN TREES, SHRUBS AND VINFS ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. .5 UPON COMPLETION OF FINISti GRADES AND PLANTING. APPLICATION OF PRE-EMERGENT HERBICIDE 15 TO COINCIDE WITH THIS REVIEW. I .6 WHEN PLANTING, AND ALL OTHER INDICATED AND SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. ACCEPTANCE, IN WRITING, SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. _7 FINAL REVIEW AT T~iE COMPLFTION OF THE MAINTENANCE PERIOD. CONTINGENT ON ACCEPTANCE, THIS REVIEW SHALL ESTABLISH THE BEGINNING DATE FOR THE GUARANTEE PERIOD 1.6 MAINTENANCE: 1 -6. 1 THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED ARFAS DURINC THE PROGRESS OF THE WORK AND DURING THE MAINTEN1\NCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. 1.6.2 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS SHALL BE KEPT IN A HEAL THY, CROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, TRIMMING, FDGING, FERTILIZING, RE-STAKING, PEST AND DISEASF CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND OTHER NFCFSSARY OPERATIONS OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KE PT FREE OF WEEDS, NOXIOUS GRASS, AND OTHER UNDESIRED VEGETATIVE CROWTH AND DEBRIS. PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALi. BF REPLACED IMMEDIATELY. MAINTENANCE OPERATIONS SHALL INCLUDE FILLING AND RE-PLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING 'vVATER, ADJUSTING OF SPRINKLER HEAD HEIGHT AND WATERING PATTERN, FILL.ING AND RE-COMPACTION OF ERODED AREAS, AND REMOVAL OF TRASH, LITTER, CLIPPINGS, AND FOREIGN DEBRIS. 1-6-3 ALL AREAS SHALL BE ROUTINELY FERTILIZED AT 30 DAY INTERVALS. 1.6.4 THE 90 DAY MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER WRITTEN ACCEPTANCE OF PLANTING OPERATIONS IS RECEIVED FROM THE OWNER, AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN NINETY (90) DAYS FROM THAT DATE. 1.6.5 THF. CONTRACT COMPLETION DATE OF THE MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE OWNER, IMPROPER MAINTENANCE OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNFSTABLIS~lED NON-COVERING SLOPES ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BF RESPONSIBLF FOR ADDITIONAL MAINTFNANCF OF THE WORK UNTIL WORK IS COMPUTED AND ACCEPTABLE. 1 6.6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS_ DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THF CONTRACTOR'S EXPENSE. 1 -7 GENERAL REQUIREMENTS: 1,7.1 THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED WITH TRFFS, SHRUBS AND GROUNDCOVFRS. 1.7.2 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. 1.7 .. , ALL ROCK AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT SHALL BE REMOVED FROM THE SITE. 1.7.4 PRIOR TO EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND IMPROVEMENTS, UTILITY LINES, ETC. ANO TAKE PROPER PRECAUTIONS TO AVOID DAMAGE. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY TME ARCHITECT AND RECEIVE DIRECTION PRIOR TO PROCEEDINC. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR MAKING REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. 1.7.5 CRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ()NL Y DURING THE PERIOD WHFN flENFFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. If THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCI-I A LFVfL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND CRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED Rf SUL TS ARE LIKELY TO BF OBTAINED 1.7.6 SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH WORK, CAREFULLY CHECK AND VERIFY DIMENSIONS AND IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS AND ACTUAL CONDITIONS. 1.7.7 QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. 1.7.8 ADEQUATELY STAKE, BARRICADE, AND PROTECT IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPFRTY DURING ALL PHASES OF THE SOIL AMENDING AND GRADING OPERATIONS. 1.7.9 ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE INSTALLATION AND MAINTENANCE OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER. 1 .8 QUALITY ASSURANCE: 1.8.1 THE ARCHITECT USING THE SPECIFIED COPIES OF THE CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, WILL CHECK THE MATERIAL AND COMPARE THE TOTAL QUANTITIES OF EACH ITEM FURNISHED AGAINST THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE OWNER WILL REQUIRE THE INSTALLATION Of ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. THESE WILL BE DONE AT THf FOLLOWING INTERVALS: .2 UPON DELIVFRY OF MATERIALS AND COMPLETION OF SOIL CONDITIONING AND CRADING (PRIOR TO INITIATING PLANTING OPERATIONS. .3 AFTER THE INSTALLATION OF PLANT MATERIALS AND COINCIDING WITH THE PRE-MAINTENANCE OBSERVATION. 1.8.2 SAMPLES OF IMPORTED TOP SOIL AND SOIL CONDITIONERS SHALL BE SUBMITTED FOR AGRICULTURAL SUITABILITY ANALYSIS TO VERIFY ACCEPTABLE MATERIAL TOLERANCES WITHIN THIRTY (30) DAYS AFTER RECORDING OF THE CONTRACT. CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES NO. DESCRIPTION APPR0VE:D DATE 0E:VELOPERS NAME: WILLIAM E. PLUMMER ADDRESS: DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPARTMENT OF TELEPHONE: ENVIRONMENT AL HEAL TH DATE PLAN PREPARW: BY: APPROVED SY: DATE DESCRIPTION LOCATION RECORD FROM ELEVATION -----------------------------.. ·-·-----------. --- 1.9 FINAL SOIL AMENDMENT QUANTITIES: 1 _9_ 1 UPON COMPLETION OF ALL BACKFILL AND/OR ROUGH GRADING OF PLANTED AREAS, A MINIMUM OF TWO (2) REPRESENTATIVE SAMPLES OF EXISTING SOIL FOUND IN THE PLANTING AREAS SHALL BE TAKEN BY THE CONTRACTOR AND AT HIS EXPENSE SENT TO AN INDEPENDENT SOIL TESTING LABORATORY PRE- APPROVED BY THE OWNER, FOR AN AGRICULTURAL SUITABILITY ANALYSIS. THE ANALYSIS SHALL INCLUDE RECOMMENDATIONS FOR QUANTITIES AND APPLICATION RATES OF AMENDMENTS AND CORRECTIVE MEASURES REQUIRED TO ADJUST PH OR SALT TO ACCEPT ABLE LEVELS. THESE RECOMMENDATIONS SHALL BF SUBMITTED TO THE OWNER AND H--IE LANDSCAPE ARCHITECT WHO WILL REVIEW AND COMPARE THEM WITH THOSE LISTED IN PARAGRAPH 3.1 TO DETERMINE IF A CHANGE IS NECESSARY. IF THE LANDSCAPE ARCHITECT APPROVES A CHANGE THEN THE CONTRACT WILL BE MODIFIED ACCORDINGLY. -r"H~$-1=. PAMPU!G At-l" Pr'ieot--1HSHDA110HS SHALL Al,:,e, e,f;:: '.;i..fe,H ITT"e.P PART 2 -PRODUCTS fol<-APF'~AL.. "TD THI: c1-rr 11-1':>P!Uib~. 2.1 SOIL AMFNDMENTS: 2.1.1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE, A PORTION OF INORGANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, A LONG-LASTING FORM OF IRON, PH OF 5.5 TO 6.0, SALINITY OF 1.75, ORGANIC MATTER (DRY WEICHT BASIS) MORE THAN 90%. NON-IONIC WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.S%. .2 TYPE 'A' GRO POWER PLUS OR EQUAL. .3 TYPE 'B' BFI ORGANICS, KELLOG NITROMUMUS OR EQUAL. 2.1.2 GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO, 2H0) WITH MINIMUM 80% GRADE CONTAINING 14% MINIMUM COMBINED SULFUR_ 2.1.3 SOIL PENETRANT: THE SOIL PENETRATING COMPOUND SHALL BE NAIAD, SPERSAL, SARVON OR EQUAL. 2.2 FERTILIZER: 2.2.1 FERTILIZER: ORGANIC BASE, LONG LASTING, NON-BURNING, SLOW RELEASE, FREE FLOWING, UNIFORM IN COMPOSITION, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES OF WEIGHT OF PLANT FOOD WITH TRACE MINERALS OF 3 PERCENT IRON {EXPRESSED METALLIC) AND 5 PERCENT SULFUR (ELEMENTAL). NITROGEN PHOSPHORIC ACID POTASH 15% MINIMUM 15% MINIMUM 15% MINIMUM 2.2.2 FERTILIZER PLANTING TABLETS: TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, AGRIFORM OR APPROVED EQUAL, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: TABLETS NITROGEN PHOSPHORIC ACID POTASH 21 GRAM TABLETS 20%MINIMUM 10% MINIMUM 5% MINIMUM 5 GRAM 12% MINIMUM 8% MINIMUM 8% MINIMUM 2.3 PREPARED TREE & SHRUB BACKFILL MIXTURE: 2.3-1 PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF TOPSOIL AND AMENDMENTS AT THE FOLLOWING RATES: {THIS IS TO BE USED AS A BASIS FOR BIDDING, AND MAY BE MODIFIED BASED ON SOIL TESTS.) SOIL CONDITIONER (TYPE 'A') TOP SOIL 4 PART 6 PARTS GYPSUM SOIL PE'NFTRANT 3 LBS. / PER CU. YD. OF MIX RATE PER MANUFACTURER'S RECOMMENDATIONS 2.4 TOPSOIL 2_4_1 TOPSOIL SHALL BE CLASS 'A' AS MANUFACTURED BY A-1 SOILS OR EQUAL MATERIAL SHALL BE AS CLEAN AND FREE OF ALL WEEDS, AS FOLLOWS: SANDY TEXTURED IMPORT TOPSOIL WITH A SILT PLUS CLAY CONTENT NOT EXCEEDING 15% BY WEICHT PASSING A 2 MIL SIEVE. SAR -MAXIMUM 6.0 ECE -MAXIMUM 3.0 PH -MINIMUM 6.0 I MAXIMUM 7.5 BORON -MAXIMUM 1 PPM 2.5 BARK MULCH: (~&t11T SAHf'L£ TO CITY INS.P£!C.To!t. ~g_ APP~v'AL. PR.lot! TD 81.ll.l'--Pl:-LIVe~Y TO ':>ITa.) 2.5.1 BARK MULCH SHALL BE SHREDDED CEDAR MULCH (GORILLA HAIR) 3" DEPTH AS MANUFACTURED BY RECYCLED WOOD PRODUCTS, OR EQUAL 2.6 ROOT BARRIER: 2.6.1 ROOT BARRIERS SHALL BE AS TYPAR BIOBARRIER -19 0" DEPTH AS MANUFACTURED BY REEMAY. .. 2 7 HERBICIDE 2.7.1 PRE-EMERGENCE HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR EQUAL. 2.7.2 WEED CONTACT SPRAY SHALL BE ROUNDUP, PHYTAR 560, aROADSIDf. OR EQUAL. APPROVED; ENGINEERING PlANCHECl<ER REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER CrTY ENGINEE:R & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FlLEO. BENCH MARK DATE INITTAL OAlUM DATE ENGINEER OF WOR~ REVISION DESCRIPTION -··· ----··--·--·· ·--·-·--·-·----·-···--···-··· .. ····-··-··· 2.8 STAKING MATERIALS: 2.8.1 DOUBLE STAKING: STAKES SHALL BE OF LODGEPOLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN EIGHT (8) FEET IN LENGTH. TREE TIES SHALL BE BORDON CINCH TIES OR EQUAL. 2-9 PLANT MATERIALS: 2.9.1 NOMENCLATURE: THE SCIENTIFIC AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "A CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA", PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, COLLEGE OF AGRICULTURE, MANUAL 32 (1963). SEE LIST OF PLANT MATERIAL ON DRAWINGS. 2_9.2 QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS. INSECT EGGS, AND/OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT. 2.9.3 CONTAINER STOCK (1 GAL., 5 GAL., ANO 15 GAL. BOXES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. 2.9.4 PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL. SELECTIVE PRUNING WILL BE REQUIRED FOR ALL PLANTINGS FOLLOWING INSTALLATION OF MATERIALS. 2.9.5 INSPECTIONS REQUIRED BY THE CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY, HE SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. 2.9.6 PLANTS SHALL BE SUBJECT TO REVIEW AND APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. 2 9 7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE OR VARIETY AND COST_ 2.9.8 QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. 2.9.9 THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO OBSERVE THE ROOT CONDITION OF ANY SPECIES AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. 2.9.10 IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHER-PROOF LABELS ATTACHED SECURELY AT HiE JOB SITE. THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT. 2.9.11 GROUNDCOVER PLANTS SHALL BE HEALTHY VIGOROUS ROOTED CUTTINGS GROWN IN FLATS UNTIL TRANSPLANTING. 2.10 TREE DRAINS: 2.10.1 VERTICAL TREE DRAINS: PERFORATED DRAINLINE SHALL BE RIGID PIPING, 4" SIZE AS MANUFACTURED BY HANCOR PRODUCTS_ 2.11 HYDROSEEDING FIBERMULCH: 2.11.1 HYDROMULCH, AS MANUFACTURED BY CONWED, SPRAY MULCH BY PACIFIC WOOD FIBERS OR APPROVED EQUAL. 2-12 HYDROSHD ADDITIVE: 2.12.1 1-lYDROSEEDING ADDITIVE (BINDER): ORGANIC SEEDING ADDITIVE SHALL BE CONTROL-M-BINDFR BY ECOLOGY_ 2.13 SEED: 2.13_ 1 SEED: ALL SEED SHALL BE DELIVERED TO THE PROJECT SITE IN SEALED CONTAINERS. ALL SEED SHALL BE LABELED ACCORDING TO STATE AND FEDERAL SEED LAWS. SEED TYPE SHALL BE AS INDICATED ON THE PLANS. Architectural Landscapes ~~?~"""• vi-4,. SP~C:,I f ICA1!Di--1S ... -' ~,l--1ll810 ; t1---LJi.11'" ... ...., .--.... ...,. &19/ .... -._ ~ 69 / 53&1!M6 Fmr; "AS-BUILT " APPROVED FDR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. --INSPECTOR DATE CTu CITY OF CARLSBAD ~ --CJ PLANNING DEPARTMENT 0 SHEET FDR• CALLAWAY GOLF GOLF BALL FACILITY ' APPROVED ~ ASSISTANT P -G DIRECTOR ?-z\~ DAT OWN BY: I I DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. ,fHKD BY: PD 484 364-7L OTHER APPROVAL CITY APPROVAL · RVWD BY: ---------------~-----------,~---·---------------------------------------------------------------------__J PART 3 -EXECUTION 3.1 SOIL CONDITIONING, FERTILIZING & ROTOTILLING: 3.1.1 AFTER THE AREAS HAVE BEEN GRADED AND FILLED WITH THE APPROPRIATE DEPTH OF TOPSOIL, THE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS WITH SLOPES LESS THAN A 2:1 GRADIENT. THE AREAS SHALL . B.Li.tl..ORO_UGHI Y SCARIEIED_IQAN.AYIRAGF DEPTH OF SIX (61 INCHES BY ROTOTILLING A MINIMUM OF TWO (2) ALTERNATING PASSES. (THIS IS TO BE USED AS A BASIS FOR BIDDING, AND MAY BE MODIFIED BASED ON SOIL TESTS.) .1 SOIL CONDITIONER (TYPE 'B') GYPSUM PRf-PLANT FERTILIZER SOIL PENETRANT 4 CU. YD. PER 1,000 SQ. FT. 7.5 LBS. PER 1,000 SQ.FT. 20 LBS. PER 1,000 SQ.FT. PER MANUFACTURER'S RECOMMENDATIONS . 2 FERTILIZER SHALL BE INCORPORATED INTO THE TOP SIX (6) INCHES OF FINISH GRADE FERTILIZER St1ALL BE APPLIED AFTER LEACHING OPERATION. '.l.1.2 THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF THE SOil. CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT/ OWNER'S REPRESENTATIVE. 3.2 DEEP WATER LEACHING: 3.2.1 AFTER COMPLETE INSTALLATION ANO TESTING OF THE IRRIGATION SYSTEM, ALL AREAS SHALL BE DEEP WATER LEACHED, COMPACTED AND SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL THf SOIL HAS RECEIVED A MINIMUM OF TWFLVE INCHES (12") Of WATER. 3.2.2 AFTER LEACHING OPFRATION, SOIL SAMPLES SHALL BE TAKEN BY CONTRACTOR PER ARCHITECT'S DIRECTION AND GIVEN TO THE OWNER'S SOIL LABORATORY FOR TESTING. SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS: SAR -MAXIMUM 6.0 ECE • MAXIMUM 3.0 PH -MINIMUM 6.0 I MAXIMUM 7.5 BORON -MAXIMUM 1 PPM l.2.3 RE·APPLICATION OF SOIL AMENDMENT AND LEACHING OPERATION SHALL BE WAIVED BY THE OWNER'S REPRESFNTATIVF IF IN HIS OPINION THE ECF AND PH ARE AT ACCEPT ABLE LEVELS. 3.2.4 DEEP WATER LEACHING SHALL Bf DONE PRIOR TO THF. APPLICATION OF THE COMMERCIAL. FERTILIZER. · 3.2.5 CARE SHALL BE TAKEN THAT THF. RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR $LUFFING OF SOILS. DO NOT UNDERTAKE LEACHING OPFRA TIONS IN EXPANSIVE SOILS. 3.2.6 ALL DEPRESSIONS, VOIDS, EROSION SCARS AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHAU BF FILLFO WITH CONDITIONED TOPSOIL ANO BROUGHT TO FINISH GRAD[. 3.3 FINISH GRADING: 3.3.1 FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER COMPACTED ANO SETTLED SURFACE GRADES AND SHALL BF WITHIN ±_0.1 FOOT OF THE SPOT ELEVATIONS ANO GRADE LINES INDICATED. 3.3.2 FINISH GRADES SHALL RE MEASURED AT THE TOP SURFACE OF SURFACE MATERIALS. ------•-•-=~•--•••••-•-•-•-•••••n~.--,--,--~_.., .... ,,,,. ____ _ 1.3.3 MOLDING AND ROUNDING OF THE GRADES SHALL Bf PROVIDED AT ALL CHANGES IN SI.OPE. 3.3.4 ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RES UL TING FROM TILLAGE, ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. 3.3.S TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING GRADING ANO CONDITIONING OPERATIONS. 3.3.8 FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS 3.3.9 FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN 3.3.10 PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN 2 PERCENT SURFACf SLOn FOR POSITIVE DRAINAGE : ' I ' I i I I I I I I ' I ' I i CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED NO. DESCRIPTION WILLIAM E. PLUMMER DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH APPROVED BY: DATE 3.4 PLANTING: 3.4.1 THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF GROUNDCOVER BEDS TO BE PLANTED SHALL BE APPROVED ON THE SITE BY THE LANDSCAPE ARCHITECT PRIOR TO THEIR PLANTING. ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING PRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE PLANTING MAY BE SELECTED BY THE LANDSCAPE ARCHITECT. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3.4.2 PLANTING TREES, SHRUBS AND VINES: .1 ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INOICATED ON DRAWINGS. HOLES SHALL BE, IN ALL CASES, LARGE ENOUGli TO PERMIT HANDLING ANO PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS . .2 EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE- USF FOR THE FILLINGS OF HOLES, PITS ANO BEDS. .3 EXCESS SOIL, GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD ON THE SITE AS DIRECTED. .4 PLANTS IN CAN CONTAINERS SHALL BE OPENED IN A MANNER WHICH WILL NOT DISTURB OR BREAK THE ROOT BALL. ALL USED CANS SHALL BE REMOVED TO THE STORAGE AREA OR FROM THE SITE DAILY. .5 THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED CONDITIONER AND SOIL PLANTING BACKFILL. .6 THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON THE BACKFILL MATERIAL WHICH HAS BEEN HAND-TAMPED AND WATER SETTLED TO THE ROOTAALL BASE LEVELS PRIOR TO THE PLACEMENT OF THE PLANTS. AFTER SETTING THE PLANTS, THE REMAINING BACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND SETTLED AROUND FACH ROOTBALL TO FILL ALL VOIDS. . 7 EACH TREE ANO SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BHN TAMPED FROM AROUND EACH ROOTBALL. .8 ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SETTLING THEY BEAR THE SAME RELATIONSHIP TO THE SURROUNDING FINISH GRADE AS THEY BORE TO THE SOIL LINE GRADE IN THE CONTAINER, UNLESS OTHERWISE NOTED. .9 PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE AT THE FOLLOWING RATES: 1 -5 GRAM TABLET PER LINER AND FLAT SIZE PLANT 1 • 21 GRAM TABLETS PER 1 GALL.ON CONTAINER 3 • 21 GRAM TABLETS PERS GALLON CONTAINER 4 -21 GRAM TABLETS PER 15 GALLON CONTAINER 1 -21 GRAM TABLETS PER EACH 4 INCH OF BOX SIZE .10 NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING, OR AFTER THE PROCESS OF INSTALLATION. .11 ALL PLANTS SHALL BE THOROUGHLY WATERED INTO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. .12 ALL TREES, 15 GALLON OR LARGER, SHALL BE STAKED WITH WOOD STAKES, DRIVEN INTO THE GROUND PARALLEL WITH THE DIRECTION OF PREVAILING WINDS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOTBALL. TREE TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE 8'S WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR, TIMES THE DIAMETER OF THE TREE AND BY TACKING THE BACK OF THE TIE TO THE ST AKE. .13 THE STAKING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO INSURE THE PROPER AND HEAL THY GROWTH AND THE SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC. .14 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF Tl-tE TREES, SHRUBS, AND VINES. .15 PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, ANO VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. CUTS OVER 3/4 INCH IN DIAMETER SHALL BE PAINTED WITH AN APPROVED TRFF SEALANT. CHANGES APPROVED DATE DEVELOPERS NAME: ADDRESS: TELEPHONE: DATE PL.AN PREPARED: BY: DESCRIP110N LOCAnON RECORD FROM ELEVATION 3.4.3 PLANTING GROUNDCOVERS: .1 GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS AND SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. .2 ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRAWINGS. .3 THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS AND A 5 GRAM PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE AND SHALL BE IMMEDIATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL HOLES. .4 THE GROUNDCOVER PLANTING AREA SHALL BE HAND SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE. 3.5 ROOT BARRIER INSTALLATION 3.5.1 BARRIERS SHALL BE INSTALLED ON ALL TREES IN PLANTERS S' WIDE OR LESS AND ON PARTICULAR TREE SPECIES (SEE PLANT LEGEND). INSTALL PER MANUFACTURER'S DETAILS AND RECOMMENDATIONS. 00 NOT ENCIRCLE THE TREE WITH THE BARRIER. -----. , ..... ·--···---·-·-········ 3.6 TREE DRAIN INSTALLATION: 3.6.1 INSTALL TREE DRAINS PER THE DETAILS ON ALL TREES 24" BOX AND LARGER. 3.7 HERBICIDE APPLICATION: 3.7.1 PRE~EMERGENCE HERBICIDE SHALL BE APPLIED TO GROUNDCOVER AREAS ONLY AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF APPLICATION. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. 3.7.2 WEED CONTACT SPRAY SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS . 3.8 HYDROSEEDING: 3.8.1 HYDROSEEDING SHALL BE APPLIED IN THE AREAS INDICATED ON THE DRAWINGS AND AS PER MIX CALLED FOR. 3.8.2 APPLICATION METHOD: USING THE WOOD PULP AS A GUIDE, A • UNIFORM COAT OF SLURRY SHALL BE SPRAYED ONTO THE SOIL FOR COMPLETE COVERAGE. 3.8.3 HYDROSEEDED AREAS SHALL BE KEPT MOIST AT ALL TIMES FOR TWENTY (20) DAYS AFTER PLANTING OR UNTIL THE NEW PLANT GROWTH IS SUFFICIENTLY WELL ESTABLISHED. 3.8.4 HYDROSEEDED AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTHER USE IMMEDIATELY AFTER HYDROSEEDING IS COMPLETED BY PLACING WARNING SIGNS, TWINE AND FLAGGING AROUND THE AREAS. 3.8.4 REHYDROSEEDING SHALL BE DONE ON BARE AREAS 30 DAYS AFTER THE INITIAL PLACEMENT. 3.9 CLEAN-UP: 3.9.1 AS PROJECT PROGRESSES, THE CONTRACTOR SHALL MAINTAIN ALL SITE AREAS IN A CLEAN, NEAT AND ORDERLY MANNER ANO REMOVE DEBRIS, TRASH, CONSTRUCTION MATERIALS & CONTAINERS, ETC. FROM THE SITE. ALL PAVING SURFACES SHALL BE SWEPT & WASHED CLEAN PRIOR TO THE PRE-FINAL SITE OBSERVATION WALK-THRU & PUNCH LIST. APPROVED: ENGINEERING PLANCHECKER ' RE:VISIONS MUST BE APPROVED BY PUBLIC HEAL™ ENGINEER CllY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPI..EMENTAnON IN FILED. BENCH MARK , DATE INmAL 0A1UM ' I DATE ENGINEER OF WORI REVISION DESCRIPTION ~ ~-.,'1,b l tJ>_,, ~ ""a:, I\ 1/ -I .. SP~CI flC.ATIO~S -· . ~ ""JIN.3,'DI) 'I?' f#:..'" -!"OFu,iff ,. Architectural landscapes laid:w.¥~ ~°"'V' ·-.,. .... ,-,o ..... , ..... ......... c:-.. ..... 61!11 / .-..1098 Ofllol 61!1/ ... 't!IIN, fllll "AS-BUILT " APPROVED FDR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE ~ CITY OF CARLSBAD ~ PLANNING DEPARTMENT CJ 0 . C SHEET FOR• CALLAWAY GOLF GOLF BALL FACILITY ,,.. APPROV~ ,✓ f /J.} cjzt9? ~ ASSISTANT PLANNING DIREV OR DATE OWN BY: / I PROJECT NO. I DRAWING NO. DATE INl11AL DATE INITW. CHKD BY: PO484 364-7L RVWD BY: OTHER APPROVAL CllY APPROVAL ---------------------------~.---···~-··········--------------------------------------------------------~ C.MN.D. "IE-212