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HomeMy WebLinkAboutDWG 353-2L; CT 93-04; RANCHO CARRILLO VILLAGE Q PHASE 4; 01-18\ _____ , __ , _______________ , _______ _ , ___ , __ ··--·-·-·-----·-·,---·---·------·---------· ··---_____ , _______ , --------------· ------·-----------·--------------------, RECLAIMED WATER NOTES 1. ALL wom: SHALL BE DONE IN ACCORDANCE WITH THE CARLSB"D MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RUI.ES & REGULATIOl·IS FOR CONSTRUCTIOI~ OFRECLAJs!EO WATER MAJNS'" DATED OCTOBER, 1993. 2. Dl'llNKING FOUNT AJNS SHAl.L BE PllOT[CTED FROM Sf'RAY OF flECLAJMEO WATER. BEST MANAGEMENT PllACTICES SHALL BE USED TO MINIMIZE f1ECLAJMED WATER ENCROACHMENT ON PUBLIC FACIL.I TIES SUCH AS PICNIC TABLES, pe,0 1-, PI.AYGROLJNI)~ .• SAND TOT LOTS, le TC. 3. BEST MAflAGEMENi PllACTICE'., S~'IAJI.L BE USED TO ELMINATE 01< CONTROL, TO THE B,:ST EXTENT POSSIBLE, f'ONDING, RUN-OFF, OVEfs SPRAY AND MISTING. 4. HOSE BIBS AF?E STRICTLY PROHIBITED. 5. ON·SITE CROSS-CONNECTIONS BETWEEN F?ECLAIMED WATER LINES ANO POT ABLE WATER LINES IS STRICTLY PF?OH113ITEI). 6, NO SUBSTITUTION OF PIP[ MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CAALSElAO MUNICIPAL WATER DISTRICT, 7. ALL ON-SITE Plf'ES SHALL. HAVE WARl~ING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES .AND REGULATIONS, * 8. THE rlRIGATION SYSTEMS SHN.L '~UN BETWEEN THE HOURS OF 10•00 P.M. Al~□ 5,00 A.M. THE FOLLOWING MORNII\G (SPO'f IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH OUAJI.IFIEI) SUPERVISORY PERSONNEL). 9, PROVIDE A MINIMUM OF AT LE:AST 18 INCHES OF COVER OVER AJ..L WIRIMG AND PIPING. 1D. NON·DESIGNATEO USE AREAS SHALL EIE PROTECTED FROM CONT ACT WITH RECLAIMED WATER. WHETl!ER BY WIN0$L.OWM SPRAY OR DIRECT APPLICATION THROUGH IRRIGl,TION OFI OTHER USE. 1.1\CK OF PROTECTION, WHET HE(<'. BY DESIGN. CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STfllCTL Y f'ROHIBITED. 11. IRRIGl,TIOII HEADS SHALL BE l'lELOCATED OR ADJUSTED TO PREVENT OVER·SPRAYING ON SIDEWALKS. STREETS AND. NOIJ·OESIC~IATED USE AREAS. 12. Ri:CL/IJMEIJ WATER QUICK COLIPLIMG VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON R=:CL/IJMED WATEFI DISTRlflUTION !iYSTEMS !SPIKES NOT EXCHANG~ WITH POTABLE WI\TEFl QUICK COUPLER SPll<ESl F'ER CARLSBAD MUNICIPAL WATEll Ul':iTRICT'S f<ULES AND f1EGULATIOl,S. 13. METEF1S SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL lflRIGATION PIPES SHI\LL BE STENCILED WITH THE WARNING 't,JOl,I POTABLE WATER' OR 'RECL.~IMEO WATER', COLOl~·CODEO <PURPLEl AND LAJD WITH WARNING TAPE ANO STENCILING ORIENTED TOWNlD THE TOP OF HIE TRENCH PER CMLSBAO MUNICIPAL WI\TEH DISTRICT'S RULES AND REGUL~TIONS, 15. AJ.L POTABLE WATER ANO RECLPJ'AEO WATER PIPING SHALL BE INSTALLED WITH THE , STENCILING ORIENTED TOWAAD THE TOP OF THE TRENCH, 16. WHEN A POTIIBLE WATER LINE AND l<ECUl!MED WATER LINE CROSS, THE RECLAJMEO LINE S',~ALL BE INSTALLED WITHIN A Pf10TECTIIIE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH 9DE, FllOM THE CENTEF1 LINE OF POT ABLE LINE, FOR A TOT AL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEl·J POTABLE WATER AND RECLAIMED WATER MAJNS MUST BE MAINTAINED P,T ALL TIMES. THE POTABLE LINE MUST BE INSTALLED AJ30VE HIE RECUIIMED LINE. 18. A MINIMUM OF 12 INCHES OF VEflTICAL SEPARATION BETWEEN UTILITIES MUST BE M.-JNT AINED AT ALL TIMES. * 19. 01:VELOPFR/COflTRACTOR SH/ILL CONDUCT A CROSS-CONNECTION TEST AND A COVERAGE Ti:ST AS DIRECTED BY THE CARLSBAD MUNICIPAi. WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPP,RTMENT OF ENVIRONMENT AL HEAL TH Pl<IOR TO ANY USE or Rl=:CLl~MED W,UEFI. 20. QUICI< COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING• HAVE ACME TYPE THllEADS SPIKES tmT INT[RCHm(~WITH POT 1\BL[ WATER QUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE V,1\1..VE:. QUICK COUPLING VALVES SHALL 13E NELSON NO. 7645, HUNTER NO. H'✓lOOA·RL ·NP OR Af'l~ROVEO EQUAL. 21. m AIJNUAL c~oss CONNECTION INSPE:CTION SHALL BE DONE EITHER BY CARLSBAD MUNICIPAL WATER DISTRICT 01~ S,\N DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH, COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PAATY. * 22. DEVELOPER SHALL SHOW THE LOCATIONS OF R,C, SIGNS "DO NOT DRINK" ON THESE Pl.ANS, * 23. AN Oil-SITE USER/SUPERVISOll SliALL BE DESIGNATED IN WRITING, THIS INDIVIDUAL SHALL Bl: F 1\MILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY. WITH HIE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION AND THE SPECIFIC flEQLJIREMENTS OF A RECLl~MEll WATER SYSTEM. COPIES OF THE DESIGNATION WITH CONT ACT PHONE NUMBERS SHALL. BE PROVIDED TO THE S.AN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH AND THE CAALSBAD MUNICIPAi. WATER Dl!;TRICT. 24. IN CASE OF EMERGENCY CONTACT -~D~I_\V~E~L~O_Tf~1E_R ___ AT ___ rn_,1_9_l_7_9_3_·2_5_8_0 __ AFTEFt HCIURS CONTACT __ _ O,•VE I.OTHER AT (619) 793-2580 25. SHOW ALL POTABLE WATER LINES mi THE PLANS. :?6. ON RECL/uME() W1ITER SYSTEMS, N.L .a.PPURTENANCES (SPRINKLER HEADS. VAL VE BOXES. ETC,l SH~LL flE COLOER CODl=:D PURPLE PER AWWA GUIDELINES Alm SECTION 404954 OF THE CAJ.lfORNIA HEAi.TH ,'-1'1D SAJ0 ETY CODE. ,~ ITEMS NO'S 8, 19 AND 23 SHilLL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLl~MEll W,~TER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS I.P. BUT THE SIGNS ~ND TAGS WILL llE ll!ST l>J.LED JUST PRIOR TO ACTUAL USE OF RECU~M[I) W,~TER. SIGNAGE NOT[S THE FOLLOWING GUIDELINE:$ FOF1 THE US[ OF RECLAIMED WATER ME TO BE PERMIINE~ITL Y POSTED INSIDE TH[ DOOR OF EACH CONTROLLER WHERE THEY AHE EASILY VISIBLE. PLACE ON A 81/2" X 11'" SIZED SIGN. COLO fl: PURPLE BACKGROUND WITH BL.ACK LET TE RING. 12" X .36" SIZE .016 ALUMlf~UMi .060 ABS PLASTIC OF~ S ·1cK-ON VINYL SIGl~S. AVISO -AGUA IMPURA ~~f~ "'--, .. BLACK '-2" BLACK LET T[RS LETTE:F~S ,._ __________ _ --------·---·-----·------Dole Plotted1 2118/97 IX) ~ ~ Q_ >-f- ~ r~ EC l __ j~ I ~~ E: [:) n ,..,.,.,,. "' .... ,. l~~ .. ,,.,,J ■-11) I' \j-\ . ' VILLAGE 'R' & VILLAGE 'Q', PHASE 4 GU I.DEL INES FOF1_RECLIU MED .WAT~,R.Jf;J: 1. lf1RIGATE BETWEEN THE HOURS OF 10•00 P.M. AN[) 6<00 ~,.M. ONLY, WAT[Rlt,IG OUTSIDE THIS TIME FRAME MUSI BE DONE MANl.1,1\l.L Y WITH QLJALIFIUJ SUPERVISORY PEl,SONNEL. ONSITE. NO SYSTEM SHALL AT ANY TIME BE LEFT Uf,IATTENDED DURING USE OUI SIDE THE NORMAL SCHEDULE. 2, IRRIGATE IN A MANNER THAT WILi. MINIMIZE RLIN·OFF, POOLING AND PONDING. THE APPLICATION FIAT[ SHALL NOT [)<CEED THE lt!FIL TRATION RAT[ OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIi.. INFIL. TRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE ETFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, I.E., D,PLOYING THE REPEAT FUNC:TIQrl TO BR[AK UP THE TOTAL IRRIGATION TIME INTO CYCLES TH,q WILL PROMOTE MAXIMUM SOIi .. ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO /\REAS NOT UNDEll THE CONTROi. OF THE CUSTOMER. FOR EXAMF'l.E, POOL DECl<S, PRIVATE l'ATIOS. PRIVATE LOTS, STREETS AND SIDEWAii.KS. 4. MONITOR .AND MI\INT AJN THE SYSTEM TO MINIMIZE EQUIPM[NT AND MATERIAL f' Alli.IRE. BllOKEN SPRINKLER HEADS, LEAKS, UNflEL1I18LE VALVES. ETC., SHOULD BE REPl1IRED AS SOON AS THEY BECOME APPARENT. METER# 26 CARRILLO WAY HYDRAULIC GRADIENT ELEVATION ATP O C STATIC PRESSURE AT ROAD STATION 31+00 660 FT. 380 FT. 121 PSI DISCHI\RGE MIN 17 7 MAX. 37 2 GPM TATION CONTROLLER '.',)_,J_'~ (PERMANENT LANDSCAPE INDIVIDUAL OWNER) 1·112" RECLAIMED METER ON 2" SERVICE LINE 1·112"" BACKFLOW PREVENTER LJEVICE AND PRESSURE REGULAT0r1 ON 1-112" PLUMBING 1-112'"' MASTER VALVE 1-112" FLOW SENSOR. SET PRESSURE AT ill PSI. Legend _ _,.,___ Existing Potable water system --~F'----Existing reclaimed water system ----Proposed reclaimed water system WJ Reclaimed water connection point meter and backflow Controller Location Reclaimed Water -Do Not Drink" signs -See this sheet (12"x36") Typical ( 7 ea.) places. BANQHo VILLAGE 'O' 5. EDUCATE ALL MAIIHENmCf PERSONNEi.. ON A CONTINUOUS BASIS OF THE PRESEl,ICE or RECLAIMED WATEI,. PERSONNEi.. MUST BE l~IFORMED THAT RECLAIMED WATER IN M[ANT FOR IRRIGATION PURPOSES ONI. Y, AND IS NOT APf'ROVED FOi< DRINl<ING PURPOSES: ,,--------------------,---,.. II.LO WAY 6. 7. HAND 01~ TOOL WASHING: AND ETC. GIVEN THE HIGH TURNOVEll R/\TE OF EMPLOYEES IN THE LAI-IOSCAPING INDUSTRY, IT IS IMPOIHANT THIS IMFOl<MATION Elf: DISSEMINATED 01~ AN ALMOST DAJL Y BASIS, IT IS YOU, THE LANDSCAPE CONTRACTOF, WHO IS RESPONSIBLE FOR EDUCATING EACH ~ND EVEl<Y ONE OF YOUR EMPLOYEES. OBTAIN PRIOR APPROVAL OF ALL PROPOSED IjHANGES AND MODIFICATIONS TO ANY PRIVATE ONSITE FACILITIES, SUCH CH,~NG[S MUST ElE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE ANO DESIGNED IN .~CCOl<DNICE WITH DISH!ICT STmDAROS. ALL 11ECL.AJMED WATER Sf'RINl<l.ER CONTROL VALVES SHALL E:E TAGGED WITH 3" X 4" IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3'' X 4", PUFiPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, Alm "AVISO • AGUI\ IMPURA · NO TOMAR" ON THE OTHER SIDE:. IMPRINTING SHN..L. BE f'ERMAI-JENT ANO BLI\CK IN COLOR. u:;E TAGS /IS MANUF ACTUflED BY. T. CHRISTY ENTERPRISES OR APPllOVEO EQUAL. B. ONE TAG SHALL BE ATTACHED TO E·ACH VALVE AS FOLLOWS: 1. ATTACH TO VAI_V£ STEM DIRECTLY OF1 WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE OIF/ECTLY Of1 WITH PLASTIC TIE-WRAJP OR 3. ATTACH TO VALVE COVER WITH E)(ISTING VALVE COVER 801.T. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECL.-JMEO WATEfl SF'lllNl<LER HEADS. 9. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WOllDS "RECLAIMED WATEF? USED FOR IRRIGATION'" IN ENGLISH AND SPANISH, WITH Ell.ACK LETTERS 1 INCH HIGH ON A PURPLE 13ACKGROUNO. THE SIGN SHN.L 13E PLACED SO THI\T IT C~I BE flEAD!L Y SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSF'ECTION SHAI.L INCLUbE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTH. C, REQUlf?ED SEPARATION (HOlllZONT-"J_L Y AN{) VERTICAII.L Y ►. D. PIPE IDENTIFICATION E. POINTS·OF·CONNECTION (POC'SI. F. LOCATION Al~D IDENTIFICATION OF 9PRINKLER HEADS. G. WAR~IING SIGNS AT THI': SITE ~ND ON THE TRUCKS HAULING RECL/uMED WIITEF1 <IF RECLAll~ED WATER IS USED FD~ CONSTRUCTION!. AN APPROVAL LETTER REGMDING THE INSPECTION OF THE: PllOJECT SHALL EIE OBT AJNEO FROM THE CITY Al!D THE DISTRICT. i\ND BE FORWARDED TO IHE COUNTY DEl'AfllMOIT OF HIVIRONMENT Al. HEAL TH PRIOR TO Flf!AL llsSPl':CTION Af'PROVAJI.. 2. DISTRICT FIN/IL INSPECTION SHALL INCLUDE> A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINl<LER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND F'f10TECTION OF .AREAS l!OT APPROVED FOfl RECEIVING RECLAIMED WATEfl. 8. WMNING SIGNS ~ID LAEIELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE lf.:fllGATION CONDITIONS INCLUDING WINDBI.OWM SPRAY. RUNOFF. AIJD PONOlt,G. E. REQUIRED PllOTECTlrJrl Of' ALL f1ESIOENTIAJI. AREAS. F. REQUIRED PROTECTION OF WELL, STllEAMS, RESERVOIRS. ETC. G. CROSS·C:ON~IECTION. 3. ANNUAL INSPECTION SHALL INCLUDE• A COMF'LETE lt!SPECTION WHICH SHOULD CC)VER PNH A, PART 13•~10 PART G Of' fHE DISTRICT FINAL INSPECTION, REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY PLANNING DIRECTOR ANO DISTRICT nIGINEER PRIOR TO IMPLEMENTATION IN FIELD. DECLARATION OF RESPONSIBLE CHARGE I I I HEREBY DECLARE THAT I Al~ THE LICENSED DESIGNEfl OF WORK FOR THIS Pl<O,JECT, THAT I HAVE E:<ERCISED RESPONSIBLE CHAl~GE OVER THE DESIGN OF lHE PROJECT AS DEFIN[D IN SECTION 6703 OF THE BUSINESS Al!O PllOFESSIONAJI. CODE, ANIJ THAT THE DESIGN IS CONSISTENT WITH CURRENT STAl'JDMOS. WARNING RECLAIMED WATER DO NOT Dl~INK I UNOERST AND THAT THE CHECK OF PROJECT IJF?AWNGS ANO SPECIFICATIONS ElY THE CITY OF CARLSl31\0 AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVlllONMENTAL HEALTH IS CONFINED TO R[\/IEW ONLY ANO DOES NOT RELIEVE ME, 1,s THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBLITIES FOR PIWJECT DESIGN. VILLAGE 'Q' PHASE 4 -- 170 111 • I l'?B 117 I,,, I 15 ZDZ. ;i:'.PI ;!cJfl 111 - __J LA COSTA MEADOWS UNIT NO,J MAP ND, 7071, • CITY or OCEANSIDE 141Clt• 1 la ~ N • KEY MAP 200 100 O 200 400 GRAPHIC SCALE I'• 200' SHEET INDEX CMWD TITLE SHEET TITLE SHEET IRRIGATION PLANS IRRIGATION LEGEND & NOTES IRRIGATION DETAILS IRRIGATION SPECIFICATIONS IRRIGATION CALCULATIONS & NOTES PLJ);NTING PLANS PLANTING LEGEND & DETAILS PLANTING SPECIFICATIONS PROJECT LOCATION PACIFIC OCEAN CITY OF ENCINITAS Y or N MARCOS VICINITY MAP NO SCALE f~~:visions rnust be approved by Public Heollh Enqineer, Cily Plcmriinq Director &i IJislricl Er19ineer· prior to implementation in field. _J SHEET 1 2 3T05 6 7109 101011 12 13 TO 15 16 17 TO 18 Lt) ,- "" 1"10 te<I ___ __..._ _.._ __ ___. ------ LA COST A MEADOW SIWOK CCJNDOMI NI UMS C. T. NO. 80-25 MAf' ND. I 0072 METER #_::....c..._ AT CUL·OE·SAC HYDRAULIC GRADIENT ELEVATION AT P.0.C. STATIC PRESSURE 660 FT. 420 FT. 104 PSI DISCHARGE MIN 19 4 MAX. 31 2 GPM 12 STATION CONTROLLER '.'.l8L (PERMANENT LANDSCAPE INDIVIDUAL OWNER) 1" RECLAIMED METER ON 2" SERVICE LINE 1"" BACKFLOW PREVENTER OEVICE AND PRESSURE REGULATOR ON 1" PLUMBING 1-112'"' MASTER VALVE 1-112" FLOW SENSOR. SET PRESSURE AT ill PSI. r 117-007 CARLSBAD MUNICIPAL WAT[I~. DISTHICT Sheet CITY OF CAHLSBAD IB 1 PLANNING DEPARlMENl ~ ' THESE PLANS Af'PROVEO PllOTEC . N, HAVE BEEN PREPARED IN SUBST ANTIAI. CONFORMANCE WITH THE DSCAPE CONCEPT. PLAN, WATER CONSERVATION PLAN, Fll~E AN, ANO I\LL" . . ITICINS OF APPROVAi. RELATED TO LANDSCI\Plt!G. ·-····------·--- DEVELOPER'S NAME: CONTINENTAL, HOMES. ADDRESS: 12636 HIGH. SLCIFF DRIVE, SUITE 300 SAN DIEGO, CA 92130. Sheets 1------'-----------------------i ~ AVISO · AGUA IMPURA NO TOMAR 18" X 18" SIZE .016 ALUMINUM, .060 OR STICK-ON VINYL ABS PLASTIC SIGNS. BY :•,.t:..~-----c:'-< ~1::S. ~c=:. J;';Z-'52--:::_::__-'-c----OAT E: -~-_ _3_,./2_7_7~---- ·-----------~------CARLSBAD MUNICIPAL WATER DISTRICT --·---------·---·------------- I I I, RE.VIElfED BY: DISTRICT -AP15rfiJVED Cf-lA-NGf'"':s,---·--------·. TELEPHOME: (619) 793.-2580 DATE Pl.AN PREPARED:_~2-"'17_ BY:_ OIM,INC. ·------B[NCH MAHK ________ __, PRIVAfE IONSITEl RECLAIMED WATER SYSTEM FOR: RANCHO CARRILLO VILLAGE 'R' & VILLAGE 'Q' PH. 4 tJ .!l (·, ~ Cu I·-I tn ,._ ·--------~ .8 o, ?-/Z!i_7 ','. ~ OR ·---Dffi ·P-R-□-JE_C_T_N_O_.--r-DRA-W-1 N_G_N_o·.-_ _, -~ !,j CT 93-04 353-2 L (L.; ·st:·-.,:::,-·----~ L) t.L CMWID 96-525-,Q~ ~ ·' ) ' ,. -,,'[ _,. ' '. IRRIGATION AND PLANTING PLANS FOR: VILLAGE 'R' & VILLAG.E 'Q', PHASE 4 CARLSBAD TRACT ND, 93-04 RANCHO CARRILLO VILLAGE "Q" PHASE J MAP NO .. --------- , , ~----------------------1----1 VILLAGE 'Q' PHASE 4 . C.T. 93-04 VILLAGE "Q' -+--+-+---1"+1A E-e---1-'.>,LLC..,._ I I ~\ r \ VILLAGE 'R' VILLAGE 'N' -~½-,1 .......... ..--.. ...... _.... ...... -___ .... .._ __ _. ____ __, --____ i..., ___ .,_ ________ ------ CARRILLO ESTATES UNIT No. 2 C.T. NO, 73-2'1 MAP 10257 .Y/ ,;(,' GENERAL NOTES: 1 • 2. •- •- 6. 6. 7. THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSULTANT (619) 438,1162, EXTENSION #4221, 72 HOURS {THREE WORKING DAYS), PRIOR TO STARTING CONSTRUCTION. THE LANDSCAPE OR IRRIGATION CONTRACTOR 1$ TO VERIFY EXISTING P.S.I. Al JOE! SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SVST~M. VEJtlFICATION StiALL BE MAOE WITH THE APPROPRIAT~ WATER OISTRICT, ALL REDUCED PRESSURE BACICFLOW PREVE .. TERS SHALL ae TESTED AFTEA INSfALLATION, RELOCATION, OR REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL 438•2722, EXT. 1 5 2 FOR A LIST OF CITY APPROVED CERTIFIED TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPLYING A COPY OF THE TEST RESULTS TO THE CARLSBAD MUNICIPAL WATER DISTRICT, 5959 EL CAMINO REAL. CONSTFIUCTION SCHEDULE: A, PRIOR TO ISSUANCE OF GRADING PERMITS, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. B, SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER ANO ELECTRICAL SERVICES. C. tAfUQAllOtf AND ~LANTING SHALL TAKE PLACE AS GRADING PROGRESSES. D, THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING ANO CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVEO, IRRIGATION: A. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE 15 BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRACING PLANS. PLANTING: A. PLANTING ANIJI IRFHGATION FOR THE AREAS DESCFIIBED ABOVE UNDER NO. 5 SHALL BE COMPLeTeLV INSTALLED, AS SHOWN ON THE APPROV~C PLANS, WITHIN ao DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. SLDPE PLANTING STANDARDS: A, SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE 0~ MORE OF TME FOLLOWING PLANTING STANDARDS; 1. STANOARD #1 · COVER CROP/JUTE MESH COVER CROP SHAU. BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING ANO FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED I/IIX FOR CITY APPROVAL PIROM TO APPLICA"tlON:. THE COVEJ;i CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PFIOVIDE. 90% COVERAGE WITHIN THIRTY (aO) DAVS. TYPE OF JUTE MESH SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BT THE MANUFACTURER. JUTE MESH SHALL BE REQUIFl:ED WHEN PLANTING OCCURS BETWEEN AUGUST 1 5 AND APRIL 1 S. DURING THE REMAINDER OF THE YEAR, THE coven CROP AND/OR JUTE MESH MA V BE USED. LA COSTA MEADOWS UNIT N0.3 MAP NO. 7071, N zoo KEY lOO 0 MAP 200 '400 1;00 LA COSTA MEAODW BROOK CONDOMINIUMS C.T. No. ::!0-25 MAP NO, I 0072 GRAPHIC SCALE I'= 200' B. C. D. •• 3. 4. ST ANDA.RD 12 -GROUND COVER ONE HUNDFIED (100%) PERCENT OF THE ARE!:A 9tfALL 1:1·1!!: PLANTED WITH A OROlJND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM stxe. OF FLATTED MATERIAL AND SPACi::'D TO PROVIDE FULL COVtRAGE WITHIN ONE YEAR). STANDARD 13 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2·3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). . STANDARD #4 -TAEES ANDfOR LAFIGE SHRUBS TR'e'ES ANO/OR LAA.GE SHRUBS SHALL BE (PLANTED FFIOM A MINIMU'tJj OF 1 GALLON CONTAINERS) AT A MINIMUM OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. AREAS OF APPLICATION -SLOPES 6:1 OR STEEPER AND: 1 . 2. 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE A MINIMUM ST ANDA RD '1 (COVER CROP AND JUTED). 4 FEET TO 8 FEET IN VERTICAL HEIGHT REOUIRE STANDARDS f1, #2 AND f3. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS 11, 12, #3 AND ,._ SPECIAL CONDITIONS 1. AREAS GRADEO FLATTER THAN 6:1 REQUIRE STANDARD ,1 (COVER CROP) WHEN THEY HAVE ONE OR MORE OP lHE FOLLOWING CONOITIONS: 1 ) 2) 3) SHE~T GAAD!;D PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN G MONTHS OF COMPLETION OF ROUGH GRADING. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE' PUBLIC OR HAVE SPECIAL CONOITIONS TtlAl WAfU'iANT IMM~DIATE TFU:'.ATMENT, AREAS TO BE HYDROSEEOED SHAlL FIRST BE DISKEO OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEED EIEO. 10, SlOPE IRRIGATION STANDARDS: 11. u. A, WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT, SHALL BE IN Pt.ACE TO COINCIDE WITI-I PLANTING TIMING SPECIFIED IN SE:CTION E.3-1 0 F THE CITY OF CARlSBAO LANDSCAPE MANUAL. B. PIPE 1. ON GRADE PIPE IS NOT AU.OWED UNLESS IT IS DEMONSTRATED TO THE SATISFACTION OF THE CITY THAT THE ROCKY CONDITION OF THE SLOPE WOULD PREVENT TRENCHING. IN CASES WHERE ON GRADE PIPE IS ALLOWED, IT SJ-IALL Be THE GALVANIZED TYPE OR UVA RESISTANT PVC APPROVED BY THE CITY. LETTER OF CERTIFICATION (INSTALLATION): THE LICENSED DESIGNER DF RECORD FOR ALL THE PRO,JECTS REQUIRING LANDSCAPE PLANS SHALL SUBMIT A LETTER TO THE CITY STATING THAT THE PROJECT HAS BE EH INSTALLED JN SUBSTANTIAL CONFORMANCE: WITH THE APPROVED PLANS AND SPECIFICATIONS, AS·B'UILTS: A, PRIOR TO RELEASE OF BONDS, AS-BUILT LANDSCAPE PLANS FOR THE BONDED WORK SHALL l3!: SUBMITlED TO At.ID APPROVED BY THE CITY. B. CONTRACTOR SHALL CRAFT AS-BUILT INFORMATION ONTO HIS FIUD SET AS WORK PROGRESSES. c. D. E. CITY INSPECTOR SHALL APPROVE CONTRACTOR AS-BUILTS BEFORE TURNING THEM OVER TO ltil;; I.ANOSCAf'E M~CHITECi, ALONG WITH THE CITY MYLARS. LANDSCAPE ARCHITECT SHALL ADD A'S-BUILT INFORMATION TO CITY MVl..ARS ANO RETURN 'THEM 'TO THE PLANNING DEPARTMENT. PLANNTNG DEPARTMENT SHALL AE'VIEW AND APPROVE AS:-BUILT MYlARS BEFORE OROERING PRINT PACKAGe, BENCH MARK !335•00,00 POT) DESCRIPTION• STREET CENTERLINE MONUMENT . LOCATION, CENTERLINE Of EL CAMINO REAL 0.28 MILE N'LY OF PALOMAR AIRPORT. ROAD RECORD FROM• COUNTY OF SAN DIEGO RISOO (249•07. 5€,) ELEVATION• 307.874 DATUM• M. S. L. . DATE INlllAL REVISION DESCRIPTION ' [ll{;INE[R Of WOR~ ' ., , .. DATE OTHER CITY OF PACIFIC · OCEAN CITY OF 'ENCINITAS VICINITY NO SCALE SHEET INDEX SHEET TITLE SHEET IRRIGATION PLANS IRRIGATION LEGEND & NOTES IRRIGATION DETAILS IRRIGATION SPECIFICTIONS IRRIGATION CALCULATIONS PLANTING PLANS PLANTING LEGEND & DETAILS PLANTING SPECIFICTIONS . .. ' MAP SHEET NO. 2 3.5 6 7·9 10 -11 12 13 • 15 16 17-18 Expiration date: 3/31/99 97"."'"007 Landscape Architecture • Planning la Jolla Centre II . 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550·1580 II AS BUILT" DATE REVIEl\'.EO BY, .. INSPECTOR ,. I s11cT II CITY. OF CAI~IJSDAD II sl8_Ts I TITLE SHEET FOR: .. '••. RANCHO CARRILLO VILU\GE 'R' & VILU\GE 'Q' PHASE 4 ·- rPPROVtO,. tJm.. ------~-lt_~f?r .·] OWN BY, ~ C f' PROJECT NO. DRAYIIUlfllU, INITIAL DATE INITIAL CHKO BY, CT-93-04 · '353~2L' RVWO BY: APPROVAL CITV AP~ROVAL ,· ,, ' ' ....,....., __________________________________________________________________________________ ~ ..... ~--~~-------.. CMWD 97-529 'R' CMWD 96-525 'Q' , .. · r-~ \'() -. '\ tl\ ::. 09£ ·\,/~·· ··.f·· . "I ·,it·-, • 08£ oot> 06£ ia1&s _· .. ~ 1;-,~ 74 f+' r~-= ~j ·········· ············· ················· ··········································· ···.······ .: : .:••?i: ·~•iGPfF••·;c•.:.::· .. :", OOt, . ·. \ . ·. \ . . ' ··-· . . -.. . ·, ·· .. ·✓./·•.··•··.•· .. , . ""' I 1.C) " . :::/·""- . . i-:.==1:,1..-F---'...--'. ___ .;;;·.:c .. "' . ··-', ' . _-Y/. .......... .. 2-2:-'1._ . : ~ ~ . . . ' ·, . ·-:·., ___ ~AP PED 1,1 0 A1t1t1N1:0 [!f~Q~ . &, STAT.ION W_ IRE ($) &E-M -lf.::,)(I) INSTAll.. IN VA~1/E BO 4' LOOP TYP, -__ ·-. ·-, :_ ·-\ -. : . ·· LOTS SEE DETAIL .. p ....... . ... ··:: \ oz t, Icitz (l~ir-1s:r;;: t..8f;'. ···· ·. · ····· .. •· .••· ... ·· ······ ············· ····· \ . . \ . ··········· .. ..... ,._.,__._~..,..., o £.r ... ....,,...4-:=-1,--➔ ······ ..... l. @ 382.+ 5 1 ·-··--f------- «> 20 0 «> 110 iiiiiiiii~!!'!!!'iiiiiiiiiiiiiiiiiiiiiiiii-~~ ............. im::::···-'"'~···-~··, 0, :: ... '. ::~1 J .. ,. i+ .--;;,;,..,-,,,+....;,-,.--1 i N $4£,400 .. · -. -'T{-~-~:_:-; __ ·- OZl7 _._ -::--<·-[. ___ · .. __ >< r-4~+---'t ··· .... _ -.. .-·· .. ··-.. _-. J} .'.'.h-5 Au I L T " //.//'"" .• .. ·-•V REVIEWED BY: ~L--~~,a-~_a_~ __ i-11-03 INSPECTOR DATE ~ • ' . . ...... 1 L-:i., ... _--, .:3.q.q"i ~ I S~ET I ,clf'f"Y OF CARLSIBAn ,i,QP '1~ tl-irJl"A12.• t?lll.4'n!-6'4-p.,1.0., .A-PO "3" , ::, l . • lJI ~::::~~~;~=~~--'-M-'c'J>.-'-c, .... __,,~f'.-:-ct,./.-::-. :::;s;=r,1,,_.__"-~..:._~--------t------t----i-:;;;-;cr7;,;I-T7'I '--J PLANNING DEPARTMENT :2.-5·03 _.,A AS l!>UIL.T 1-·ll,0· J.-f:> IRRIGATION PLAN FOR: RANCHO CARRILLO VILLAGE 'R' & VILLAGE 'Q' PHASE 4 GRAPHIC SCALE +97-007 Expiration date: 3131/99 APPROVEDFORPLANTING 1-------t-------t-----------------i------t--i----;--7 APPROVED: rll-'17 Landscape Architeclure • Planning La Jolla Centre II 9255 Towne Cenlre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. :o;ss1STANT PLANNING DIRECTOR l-----+---11----------------+--------t---t----t------i ---- 1-------t-------t--------------+---+--c---if-::--=--t-----c--=---l OWN BY: ~~~ DA TE INITIAL _□A_T_E ~I_NIT_IA_L_,_□_A_TE __ IN_IT_IA----,L CHK D 8 y: __ REVISION DESCRIPTION • ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT 'NO. CT 93-04 DATE DRAWING NO. 353-2L I ~ '---------------------------------------------------------------------------------------~~~~~~~--~~-~~~ CMWD 97-529, 'Q' J. N. I 2972~ CMWD. 96-525 'R' -=a:.v • --- 345,800 ... ,_ .... ·-·-. "··· ~--('i-y--,,~ ~?""i<;1~~t .•. j1-:~ ···- FOR P.O.C. @ RESIDENTIAL LOTS SEE DETAIL ''P" I 20 0 40 so ---- GRAPHIC SCALE +97-007 Expiration date: 3/31199 :.'A/I Fr~L;.,··,. ·t· · I ... ··-.. --- l ::_:::"::·:: ·--. --. .. ·· ... ··II · .. 1 · .. "A '•········· SEE SHEET & FOR IRR I G A=T;;';a1o=N.-.L-.E=G..:E=.-N;-;:;D ·.\·::,. """"'"'"" REVIEWED BY: k- lc~A'.' INSPEC I sH4EE, I crrr OIF CARIL§IBAD ~~~lt-~-i PLANNING DEPARTMENT 1..-cs"'"°-._..-'--l 1---+----1--------------t--,-11_1 _1 ·1RRIGATION PLAN FOR: RANCHO CARRILLO ~---~~~~={l~~~t~~~l~~~~~~~~~~~~~~~~~~~~~~~~+~~~~~~~+~~~~~~7~AP~P=RO=VE=D~=~~~=~----N~V APPROVED FOR PLANTING 1-------!(--+------------------t---r-T-1 -7 ~ DA TE ,-. VILLAGE 'R' & VILLAGE 'Q' PHASE 4 AND IRRIGATION ONLY, l--==--:--:-h.-rr---h-z--..::7ff,-j~------------t--t--,--i---i L"A~SS~IS~T~ANT~F'~N=Nl=NG~D;=IR=E=C~TO~R~~~===i~~~~ Ir" Landscape Architecture• Planning ;::: I DRAWING NO , LaJollaCeotreII INCLUDING PRECISE l·Z5co ·et.Ill-= OWN BY,-~····-· I PROJECT NO. · ~ 9255 Towne Centre Drive, Suite 340 LOCATION OF PLANTING DATE INl"IAL REVISION DESCRIPTION 0 ~:;: AP::1~~:LL ~~:\PP~~:~A~ ~~~i it--. CT 93-04 . 353-2L 1 San Diego, CA 92121-3002 AREAS ENGINEER OF WORK s:I\ l----------------------~-------------------------..:~::::~-.:::~-~~~6~1:9 s:s:o-!1s:7:s:•:Fa:x~s:so~-1~s:so:_ __ ~===~=~:·~===:::===:::======::::::::::::=:::: ..... .;;. ______ g~~1t~r.~~-----~~V,;;~ cMwo 9?-529 :oR; ,,,.7, 1~ CMWD 96-525 ~ ' 450 22 '-·j-----.. ,~ '"•·~--.-- @) 5/!,.2. ... = .. -.. _,_ 0 z 0::: 8 0::: \ ' ' 'LOT ma OPE,N SPACE I ' 141, 14J ' ! 1".'.'.:".' ~+G!~ .. , ' ' " . _}:-.. \,\·:1::Y~~:,..J\'c0·, "":, i""'~""""' ,4 ,I 1, ' I ..,,.....~1 · .. , ·. ', ' f'.L,~1!,Al7', 2." l'f<>M ~ ' ~ 0 ,;11'1! WAL,!'-.""\" ' ' /1,.,,, ·,•;,,: , .... , .. , .. ...... · .. · (::::,;:, \ .. ,,,;,,;;,,,.':,, l . " ".· ' ' ' ''••: ·1..r~' ' : ·~~, FbR P.O.C. @ RESIDENTIAL LOTS SEE DETAIL ''P" 40 20 0 40 --- . GRAPHIC SCALE ., Expiration dale: 3/31199 , Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 F.n. f&J!IV1,i,. I&& II'•_ ,4.s Sl.111-T HYDAAU,iC I, ' ', JENT ~lEVATION ATP. . . STATIC PRESSURE. MANENTLANDSCAPE L OWNER) . h1/2" ~E¢Lt.lME . ', TER ()~~-: SERVICE E 1·11~"" BACKFL .. pRE,V\"NiER PEVICE AND .. ::··:::·:. ·::-.: .. _·::_·_·_-._-_:•·i::::--:-:-:--: •--..... ··---. ·. TOR ON .J>1)2:'.RLUMBING R.VAL~t 1•1./2" FLOW SENSOR. TPRESSUREATl2i/ PSI,· INSPECTOR ' [)"~ o~~ . "AS 81 IIL T" , / /__ ;-~ CITY OIF (:ARILSIBAD 4 [9,t>O DATE SHEETS L£_j PLANNING DEPARTMENT ---~::::::;:..;:~~~==:::::::::::::::====-'=== IRRIGATION PLAN FOR: I lz?, RANCHO CARRILLO VILLAGE 'R' & VILLAGE 'Q' PHASE 4 ,.-;:;-;:;;:;--;~:;:;;:;-c;:;m';:--;;;,::.,:;;';m;,:;-i---+---J----------------+--+--_,jf---+---1 APPROVED: ,: /,I ~ / '7.:;; APPROVED FOR PLANTING l----l-~--+--------------+-----t----1i-----t--c----J --------,,,,~=""'p""------'r_• r· L7 AND IRRIGATION ONLY, ,>,SSISTANT P=':LA::::N:'.::N:::::'11\ITT ~Di_::_R:::E::::CT::::O:::R=:====::,--;:;:;:==:D;:::A;:::TE==;::~ INCLUDING PRECISE. b1J•Z/.>~~.c,o;j~r.1~*'11~jJu..~~-J·p.,u2Q;IT115::J'============·===========+~~:=~=-~~=~=~~~=~~~~~ ~w~-B-Y,---I PROJECT NO. I DRAWING NO. LOCATlONOFPLANTING DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CT 93-04 353-2L GINEER OF NORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: AREAS. EN ' CMW 9 - CMWD 96-525 'R' J. N. 12972 ' ' IRRIGATION LEGEND -RECLAIMED WATER FULL 1-!ALF QUART STRIP SYMBOL' ' ... . DESCfllPTIONIMANUi'ACTUflERIMDDEt. NUMBER . RAD. PSI. NOZ, PR. GPM GPM GPM GPM DE'r.'NO tx.J \;7 ,;t, RAINBIRD PA-8S SHRUB SPRAY WI 1-!UIHER "I-ICV" ANTI-DRAIN VALVE 12' 30 12 2 01 2.60 1.30 0.65 A ,--SYMBOL XV'V RAINBIRD PA-8S SHRUB SPRAY WI HUNTER "HCV" ANTI-DRAIN VALVE 17' 30 . 22SS 0.91 3 22 1.61 0.81 A c,<! \;7 <t, \,.; '>\I RAINlllRD PA-8S SI-IRUB SPRAY WI HUNTER "I-ICV" ANTI-DRAIN VALVE 16' 30 16SS 1.56 1.61 081 A "''r/7 ,._, ""J 'Jr',/1<1) PA-/'JS SHP.UfB• , -• W7'J.lllli7'ER.= '-· "' ~i.-s.o; .30 .,'SS,:1 --. t•;1;r . _:,.t, __ --. ~ - Xvw );./~ ,-,(,t RAINBIRD 1806-SAM SI-IRUB SPRAY lt 30 12 2.01 1.30 0 65 B .v 'ii --~"' RAINBIRD 1806 -SAM SHRUB SPRAY 17' 30 22SS 0 91 3.22 1.61 0.81 B ~ RAIN BIRD 1806 • SAM SHRUB SPRAY 16' 30 16SS 1 56 1,61 0 81 B " . ,fJ\.'< 1./ SHRtlB AOTAFIY ON A1!ll;J1 S-TANDAFIO ANGLE . (1)(2)(3) HUNTER PGS-ARV WI FACTORY INSTALLED NOZ AND ANTI-DRAIN VALVE 38'-32' 30 9,7,4 0.32 4,20 2.60 1.20 C (.i)(s) ~ KUNTER PGM·OOR WI FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 28'~2~' 30 :3,2,1, 0 44 2 50 1 70 0.85 C . 12" J:>op'.Up ST AN DARO ANGLE ' . .. (i)(2)(3) 17 8 KUNTER PGP-ARV WI FACTORY INSTALLED NOZ AND ANTI-DRAIN VALVE $8'-32' 30 7,4 0.32 . 260 1.20 D [97 io ' HUNTER PGM-12-R WI FACTORY INSTALLED NOZ. ANO ANTI-DRA,N VALVE 28'-2-' 30 3,2,,, j 0 44 2.50 1.70 0 85 D (.i)(s) {6) NOTl'c: ALL $PRll'IKLERIIEADS LISTED ABOVE Sl-iALL HAVE p. MANUFACTURE'.R'S PURPLE.CAP OR NOZZl:.E INDICATING RECLAIMED WATEFI ' . . ' . . I 711 a I • NELSON #7645 QUICK COUPLEfl-1" ACME TI-IREAOl • INSTALL WI-IERE SHOWN (APPROX.150' O.C l E -I 91110I ~ RAIN BIRD "PESB' •PRS•B PRESSURE REGULATING REMOTE CONTROL VALVE /I\. F Ml GRISWOLD 2030 MASTER VALVE (ONE FOR EACH CONTROLLERl -F ---~~-I r---CONTROLLER SIZE ---- J RAINMASTER "EVOLUTION STANO ALONE CONTROLLER WI FLOW METER CAPABILITJ ~#' (f.l-!>14,-~p,tec,') 5/0J<--o?./26ie) ""~~ -~ -G&I 9Q f FLOW METER SHALL BE DATA INDUSTRIAL 250B (BRASS) 400 PSI MODEL (5 YEAR WARANTEE ON CON 1AOLLER REQUIRED FROM HYDROSCAPE --• ' PRODUCT INC., • SEE SPECIFICATIONS) ,.., ~ ---:1 !lPI FEBCO S25Y REDUCED PRESSURE BA,:KFLOW PREVENTER W! WILKINS 500 HRYSBR REGULATOR & "WYE" STRAINER SPRING RANGE 75-125 PSI • H& W20 SET PRESSURE NOTED ON Dr AWING$ --- IBRI RE-CLAIMED WATER METER BY ~M.W.O. -I..-'\ 6Q BALL VALVE-KING BROS, LO-TORO MODEL (2" SIZE AND SMALLERl KING BROS. BLOCKED TRUE UNION BALL VALVE(2•112" ANO LARGER\ J&K \ ✓ , NOTE: ALL VAi VE BOXES LISTED SHALL HA\/E A "PUPRLF' !.ID-INDICATING RE-CLAIMED-WATER . CLASS 200 PVC LATERAL LINE {MIN. 12" COVER\ "ALERTLINE", "PACIFIC CAL" OR "WATER WARN" NON-POTABLE PIPE L ---PVC MAINLINE IMIN 18" COVERl SCHEOUL~ 40 PVC FUR 1-112" DIAMETER ANO SMALLER ANO CLASS 315 FOR 2" DIAMETER AND LARGER L&M FOR 3" -6" IN DIAMETER PIPE (MIN. 24" COVER) "ALERTLINE", "PACIFIC CAL",OR "WATER WARN" PRESSURE PIPE ------PVC SLEEVES ( 2 TIMES DIAMETER OF THE PIPE ENCLOSED\· 8ROWNLINE PIPE CO "ALERTLINE", "PACIFIC CAL"OR WATER WARN" PIPE N FOR SLEEVING INSTALL AS FOLLOW. UNDER VEHICLE PAVING, USE SCH. 80 SLEEVES W/36" COVER FOR MAINS, LATERALS & WIRING UNDER PEDESTRIAN PAVING, USE SCH. 40 SLEEVES W/18" COVER FOR MAINS. LATERALS, & WIRING UNDER PEDESTRIAN PAVING, USE SCI-I, 40 SLEEVES WI 12" COVER FOR LATERALS CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENT SHALL BE INSTALLED IN SEPARATE SCI-IEDULE 80 PVC SLEEVE STATION NUMBER \ . GPM \. -.-- ' ~ VALVE SIZE• AUTOMATIC VALVE ~ '•NotE; , STAINLESS STEEL ENCLOSURE I NEW CONTROLLER ASSEMBLY SHALL HAVE A 5 YEAR WARANTEE -AVAILABLE@ HYDROSCAPE PRQOUCTS,INC, HYDROSCAPE SHALL PROVIDE ASSEMBLY FOR CONTROLLER ANO ENCLOSURE • ~-~mw xt>-10-(, r1uui-ot1ruer ,Cl!!flt • i.v xl:A-(Uf'.:>E!.. 700 (~ Alnftr f'#-vii-lP-) 111 I 1 I I I fll-lihH~ _1111 f ... ' (-..,~ .....,),~> +--•., .JSl..iMqJoN IRRIGATION LE~END (PRIVATE) HOMEOWNER POTABLE WATER ' FULL HALF QUART. . OESCAIPTIONIMANUFAC'rUFIER/MoDEL·NUMBER , . RAD-. PSI. NOZ. PR.' GPM GPM GPM DtT. NO. . RAINBIRO PA-BS SHRUB SPRAY W/ HUNTER "HCV" ANTI-DRAIN VALVE 12' 30 12 2.01 2.60 1 30 0.65 A RAINBIRD PA-8$ SHRUB SPRAY WI KUNTER "I-ICV" ANTI-DRAIN VALVE 17' 30 22SS 0.91 3.22 1.61 0.81 A RAINBIRO PA-BS SI-IRUB SPRAY W/ HUNTER "HGV" ANTI-DRAIN VALVE 16' 30 16SLA 1.40 1 61 o e1 A ""lBI@. 79. Sf/BI_J/3 • \j/,L1'' "f!CJI• ;,,_-,,, 30 iffit---'·ii:! A --I --. __,,_, vy_ ,._ _ -. ------. ---.. - . , •, . , . 6" POP-UP HEAD .. RAINBIRD 1806 SAM SHRUB SPRAY 12' 30 12 2.01 . 1 30 0 65 B RAINBIRO 1806 SAM STREAM SPRAY , 20' 30 22SS 0 90 . 1.61 0 61 B RAINBIRD 1806 SAM STREAM SPRAY 16' 30 16SLA 1,40 " 1,61 0 Bl B '1'51 JRUB ROW<FWOO RISER s;,o.~ ;,.NG-I.£' .. '• , ~'f!-11,-..... - HUNTER PGS-ARV WI FACTORY INSTALLE(UlOZ, ANO ANTI-DRAIN VALVE 38'-32' 30 9,7,4 • 032 4.20 2.60 1.20 C - HUNTER PGM-00-R WI FACTORY INSTALLED NOZ AND ANTl·DRAIN VALVE 28'-20' 30 3,2,1 0.44 2.50 1,70 0.85 C ' ' 12" POP-UP STANDARD ANGLE .. HUNTER PGf•,ARV WI FACTORY INSTALLED NOZ AND ANTI-DRAIN VALVE 38'-32' 30 1,4 0.32 . 2.60 1.20 D HUNTER PGM-12-R W/ FACTORY INSTALLED NOZ. ANO ANTI-DRAIN VALVE 28'-20' 30 3,2,1 0 44 . 1 70 0 85 0 CI-IAMPION 200 SERIES MANUAL VALVE WI 262 ATMOSPHERIC VACUUM BREAKER T WILKINS 500HR SERIES PRESSURE REGULATOR SPRING RANGE 75-125 PSI FACTORY SET@ 85 PSI s POTA8LE WATER METER BY OWNER BALL VALVE. KING BROS. LO-TORO. MODEL {2" SIZE ANO SMALLER\ J CAPPED MAINLINE -FUTURE RESIDENCE HOOK-UP CLASS 200 PVC LATERAL LINE fMIN.12" COVER\ POTABLE PVC MAINLINE (MIN 18" COVER) SCHEDULE 40 PVC FOR 1-112" DIAMETER At-\e> . • • I .___ . - YALYE SIZE· MANUA.L GPM :,i'l-1801-PS 'ClZIPrlot-l/1'!"-1-1~ / 11,:,c,i;,1-ii' ~ lil'C-P-51 f'F2. 1-IOZ. 8F'H t,f:17 #= . ' . . . . , . • ii!! ,2,&.11Ji,1w. 7,,,_-w x Au-ro •c.,,,.rr-of'OI... '1""'->.'&. · ~e. ~ ~"-~ F- ~ ' IZ,O,,i14e,1iu, •P!:i~'' N.J.-rt>-~~-~j!a:'R-,,1-,,H ~SI~• F- -1-lt>l-l-1'Ri'~ IP#" ~1.11-,1>.~ y~ • IS·~~~~~ ONA. /1\ • -I . .o..._, • 4 ~w ,... .. <-.....-: ' 'iiJ ,Qf-:IJ ...... LL.., ,. ' = • ✓-:".n at,~?, I -i<\\ -,.,_') 'f 1/)~ 3/, 1Ja1n _or·r.J.,.~ Expiration date 3131199 , Lands cape Archilcclurc • Planning La Jolla Centre II own~ Centre Drive, Suite 340 9255T Sa 61 n o,cgo, CA 92121-3002 9 550-1575 • fax 550-1580 . I DATE INITIAL DICINEER Of WORK REVISION DESCRIPTION 'I,.$ NOTES: I . n-£RE 9W.L E£ 00 F!TTI,-,:,S ~ CON'.CT100S 10 Ol1-£R Fta.JTlES E£TWEEN n-£ '-£TER flJ-0 £?tO;fL(Ni ASSEMBtY ll 2. BAO<FI..ON Ff£VEN1rn W,.Y !'OT EE I~ N fl..8.X R!C,HT·Of·WAY 3 CCNSTRl,CT 2' HIQ-1 f£Tt11Nll'G 3 ~~@) 3 WAU. Oi 3 S«:S lf B/lO{FlON PREVENTER Ytl-£N INSVtifD CN I 4-1 (fl GF£AT£R s.cf'E (J'l;lll EK) I ,.,.,_ .,,..,.... ~ ?' u~ II S1-W..L fJE AT ~1-U. SiOE Of s...cF£ PR};U 2 HCR!ZCMllL MAX 5 Cl..£Afl.A/'U OCTV/£.EN ',\llllJ_ AW BIO<FUJ\I/ PREVENTER. 12"MIN. 4 00 l'IJT IN$TAU. IN ~ 2 36"MAX. 2 SUSJECT TO FLOCOING. • :s=-I-"'7 I v-"MAX. FINI= ., ' -• ,I, ~ ' Ir I .• I 11 M/T ~I ' 1J A. I ·' . ®-iJj~~-~-J 7 7 " '--. , . --~ r I @ @ II I I 1\ I I I/ // ..,. .,. II" PRIVATE Ll n ~ lp.AERS Rt--II ITY c:------::/ ' n -----TO fJE NSTAWD ~NTTO M..l'.(:!f¾L ctn: OCO< 14 00 ~'!CO-SEC 5 S Tl Tl.£ 17 OF TI-IE CALIFORNIA INISTRAT!VE~. • ,1m "' · 1 !UN .II__,_. I Jiil: "' ~ -"' 2 m K>< ;JO L "'1:.1"' (:»-(~~-.. ...,..._H. PG24 3 ~ ' ~ x..H .Jll!aN1~1..r1 ,-...,c:, .. ~l~IJffTTr"fr~-..;, '4 .. I .. ,-,,~ -· :;i,;;1 -'" • "' A V -I n. • r111PS1JT " IETER~ fY r J "' CARLSBAD MUNICIPAL WATER DISTRICT '1EvlS(N -001:: 2 INCH AND UNDER STD. OWG. NO. W20 BACKFLOW INSTALLATION AUGUST 1993 •:r 187 APPROVED FOR PLANTING "AS BUil T" AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. DATE LOCATION OF'PLANTING REVIEWED BY. AREAS. INSPECTOR DATE "!, ·'Li 'IJ L JJ. I sr!ET I LHl~TS] . CITY OF CARLSBAD PLANNING DEPARTMENT IRRIGATION LEGEND RANCHO CARRILLO VILLAGE 'R' & VILLAGE 'Q' PH. 4 ---' -7#/tf/ APPROVED "2/~2 -, ' ASSISTANT PLANNING DIRECTOR D TE OWN BY: I PROJECT NO. I DRAWING N 0. E>ATE INITIAL DATE IN111AL CHKD BY: CT 93-04 OTH~ APPROVAL CITY APPROVAL RVWD BY: -'353•2l, t- ~ • ~ I t(\ ---CMWD 97·529 (P' Ii V..11,T. PRODll(T 9:!0 SOUTH ANDREASEN □•RIVE •106 SHRLJB HEAD ESCONDIDO, CALIF()RNI~, Ull'il 480-6702 ,,,.,,,,,-- STAINLESS STEEL V,I, T. SPRINKL.f.R l"IE W / PROTECTIVE VINYL 3" MIN Mli;:--------TU;::B::.:ING 12 EA.) REQl~- ................... 1\NTI-DRAIN VAL VE OR CHECK VALVE SCHEDULE 80 PVC RISER FINISH GRADE MARL.EX 90 STREET ELL --.__, PVC LATERAL PIPE ---------~ SO, 40 TEE OR Ell SIDEWALK OR CURB--~ ~IOTE: SPRINKLER HEADS WITHOUT FACTORY INSTALLED ANTI-DRAIN VALVE SHALL INCORPORATE AN E~TERNAL FLOW SHUT-OFF VALVE AS A PART OF THE SPRINKLER ASSEMBLY, SCHEDULE 80 PVC---- NIPPlE 6' MIN. PVC TEE 2' MIN. .----FINISH GRADE i---6,' POP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE -SCHEDULE 40 PVC THREADED 90 ELL 13 TOTAL> -PVC LATERAL LINE GEAR DRIVEN SHRUB ROTOR CHECK VALVE OR COUPLER USE FACTORY INSTAL.LEO CHECK VALVE IN HEAD IF AVAILABLE-- 1/4" SCH. 80 PVC RISER - 12" ,,---TWO STAINLESS STEEL HOSE CLAMPS WI PROTECTIVE VINYL TUBING NOTE: ~-WALK/CURB BOTTOM OF SLOPE ALL LATERAL LINES ANO FITTINGS SHALL BE 'ALERTUNE OR EOUAL' V ,I. T. l'ROOUC T 920 SOUTH ANOREASEtl DRIVE, • 10Ei ESCONDIOO,CA (619) 4!!0-6702 -12' POP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE ,...,__¾"INLET (TYP.l 3-MARLEX 90°--,----=- SWING JOINIT \ .__ ~~I.. SCH.40 PVC FITTING ----_ \ // ,.,__,,, / ~------SCHEDULE 80 PVC _./ (\ / NIPPLE 6" MIN. b __ L__~.-----------__,,, \ L NON-PRESSURE LATERAL SEE LEGEND FOR DEPTH AND TYPE CIF PIPE (E) :~·-i~-~-~_H_E_A_D __ O_N_R_ISE._R ___ _ ® 6" POP-UP B ..------.-----NO SCALE: tn) 12" POP-UP GEAR DRIVEN HEAD ON SLOPE \,Q J.--NQ_,_S_C_AL_E ___ , ______________________ 6_·_5_-9_6 fr\ ~EAR DRI\/EN \SI NO SC,IILE SCH. Ila PVC ADAPTOR \ - 12"-1 " FROM EDGE OF CURBS. W,"LK,;i, ETC. i RED BRASS 90 EL BOW .-.------,477~,l:.Q:2000 CONCRETE 12 CU .. FT. MINIMUM RED BRASS NIPPLE LENG TH AS i:f't:io""u,,;1R"'E""D,- ~~!:~AL~ CC)UIPLING VAL VE H?Jf' ~la'-cou~ ~ E,f. ~ ~ m:u.1M1:::D ~- ,,---30-INCH LINEAR LENGTH OF WIRE, COILED _/,/ r WATER PROOF CQ.!.:!.NEf_I!O,!.J!.OF .lL //' ., ,, ID TAG /~,//,-,.,_,-; ____ V !!WLF..-6QJL.W.1 Tf,j_J~fl(_.J,fil. / / ,.,.--::_,,✓ FINISH GRADE/TOP OF MULCH r---7""' •~ r-·-REMQIT(QNTRQ), V Al. VE ~:» ... NO SCALE ,/ PVC SCH 80 NIPPLE (CLQ:SE> .. / ,,_-P~VC _:,CH 40 ELL. ,, Pye SCH eo NIPPLE _,,---;;(l.(NGTH ,tlS FtEQLIIREDl __ BRLCI< iLOF J) LJ=;;:::,,i SCH. BO NIPPLE (2-INCH L.ENGTH. // HIDDEl~IO SCH.4-0 ELL -.::...., ~~, d J COMPLETE ENCLOSURE ASSEMBLY AVAILABLE FROM: .. -·-------, HYDROSCAPE PRODUCTS, INC. 5805 KEAFll'IY •/ ILLA RO, SAN DI El,0, CA 92'1 ZJ (61~, 560-6611 ''2° TO 54" COPPER GROUND l NG ROD, CONNECT ro 110V OUTLET WI ( \ __ J) • ;z I _, 2 • 00 • • .. .. ,, -~1_4 --~-QPPER DIRECT BU_'3_I '¥,_ W,1_ R_E_~,"-__ __:_c= , . ..,_ / ··--· ~ // ./ // LOW VOLTAGE CONTRIOL W l RES l N 3 H / _O_I_A_._PV_C_,_S_C_H_._4_0_P_V_C_S_W_E_E_P_E_L_L_~/,/ a a a a 0 a 0 0 "RAINGUARD" AUTO-RAIN __."____..., SHUT OFF DEV I CE WEATHERPROOF, LOCKABLE ~-~~-STAINLESS STEEL -CONTROLLER ENCLOSURE -, ~--~-AUTOMATIC CONTROLLER SEE PLANS -·:::==c::-"-::-=-::---:-:-:c:":c'~='--·-·-·-·---.. & LEGEND FOR MANLJFACT .. MODEL# AND SIZE, ....... ....,....._ ~-~-.□N-OFF DISCONNECT SW! TCH W/11 OV GFIOU~IDED OUTLET ·-~....,_~-.. TERMINAL STRIPS FINISH GRADE ""' "---.... _ .. ____ ,._ ··-- "" "·,MOUNTING FLANGE BE SET IN CONC, THICKNESS 6'' /,,ov ELECTRICAL SERVICE_: --- 11 N RIG I I) PVC OR MET l1L CONDUIT SLEEVE TO POW'[R SOURCE W/BOL TS TO PAD W/ MIN, © CONTROLLER ENCLOS,URE G t----------NO SCA,LE "Ac· -> BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RLA EXP, ,, ~ A Landsoap" Archllect\lre • Planning LOCATION OF PLANTING La .JoUa Cen'L1·e II REVIEWED BY: 1125e Towne Centre Drive, Suite 340 AREAS .. \ San Oi"@o,. CA 92ll21·3002 -· ,s19.l150,1'5 ,'fj • Fa>t li>liO.l!iBIO INSPECTOR --·-· - I S7ET I CllT'Y OF CARLSBAD PLANNING DEPARTt.E:Nl IRR[C,ATIOiN DETA.ll.S FIJR: RANCHO CARRILLO 97-007 DATE DATE SHEETS IB . VILLAGE 'R' & VILLAGE 'Q' PH. 4 -- -APPROVED ;t[f//t/ 7~!?--77 . ---ASS I STANT PU.NN I NG O l RECTOR DATE ~~~ ---PROJECT ND, DRAW!N(; NO, DATF. INITIAL DATE INITIAL DATE !NIT IAL Expiration date: 3/31/9Q D~IN BY: ~ CHKD BY: CT 93--04 353--2L ENGl~EER OF IIOl!K REVISION DESCRIPTION OTHER APPROVAL C ITV APPROVAL RVWD BY:_ --·---------·------------------,---------------------·--------------------=-:~:--,,,:,--=--~--:,--":'"""---=:-::--=-:-::--=--==:--:~i"" CMWD 97~529 'Q' CMWD 96-525 'R' ------· ""''" -···-············-····"· .................. ,, .. , .. "~"·•··•"'"'""""' "'•' "'"','""" I .. REDUCED PRESSURE TYPE BACKFLOW DEVICE ASSEMBLY ( SEE SPECS. I!. ILEGEND l 3" NIPPLE ' C 3" _NI PPLE . " z X -~ ::. • • "' "" - PRESSURE. REfil)LA1JllL1 BRONZE __ STRAINER I • z ::i; • \JO BRASS UNION CONCRETE PAD <4" MINI ,,~---------------- TWCI C2l CONDUCTOR SHIELDED CABLE CONNECT. TO TRANSMITTER -/ /// F IN I Sli GRADE /' / . ,/ 8" LONG NI PPL.E JUMBO PLASTIC VAi. VE WITH 2' .. 6" lcXTEN. MID LOCKING PURPLE LID ----1" IN TURF AREAS 2"' IN SHRUB AREAS c:, z WI 0 w ...J w ~ ' • . . ' 1 CU.. FT. ----·THRUST BLK .. ------i--"'""1",-·---)--• . 11 I==· --• , : , -----1 -11 Ii, • • ~--~ NOTES: I, ALL RISERS, UNION, ELBOWS, AND NIPPLES SHALL BE RED BRASS 2. CLOSED NIPPLES SHALL NOT BE USED 3, TEFLON T•,PE'•{ WIDE SHALL BE llSF.:O ON ALI. THREADED CONNECTIONS, 4-PROVIDE CAP PLUG FOR C:Ll,AN OUT VALVE •;. CONCRETE PAD SHALL BE 18" WIDI:: 6, BACKFLOW PREVENTER "5SE:MBL1' SHALL BE RSTi:D UPllN INSTAl.i.ATION BY A CERTIFIED BACKFI.OW DEVICE 'TESTER, CONTRACTOR SHIILL PROVIDE THE ENGINEER Wl""H WRITTEN TEST RESULTS COMPLETED BY A CERTll'IED TESTER PRIOR TO THE BACKFLOW &SSEMBLY'S ACCEPTANCE BY THE ENGINEE~. 7. INST'ALL PER CARLSBAD MUNICll'Al. WATER DISTRICT STANDARD DRAWING #W-·20 REDUCED PRESSURE BACKFLOW PREVENTER ! ;-·---------·-- PVC SCii 80 FEMALE ADAPTOR PVC FROM MAIN TO VALVES WATERPROOF' CONNECTIONS MAIN LIN!e---- FIEDUCING COUPLING AT-· DIST. EQUAL TO 10X PIPE DIA. FROM FLOW SENSOR BLACK FINISH GRADE ---REDUCE COUPLING AT DIST. EQUAL TO 5X PIPE DIA. FROM FLOW SENSOR (IF REOUIR[Ol '\, PVC SCH 40 ELL ''-__ ....J:'._.t,!l!~IM!JJld.....12f.f' T H _Q_f_ 3/4" WASHED GRAVEL ~~: ~f~~ESSl:IB_E, ___ R_E=-G._U_L_A __ T_O_R _________________ _ G)I ~ 1-F_L_o_w_s_~E_N_:-_) o_R _ NO SC~L£ 7-:?4>96 6" K BALL V l~,L VE NC) SCALE FOR BALL VALVES 2-1/2" S. LAJ,GER USE RECT ilNGULAR THERMOPLASTIC VAL VE BOX VAL VE BOX WITH PURPLE LID / FINISH GRADE/TOP OF MULCH / ~-------- / BALL VAL VE W/ UNION PVC PIPE EXTEN. SIZE AS REQUIRED TYPICAL ,.,.,-----·---·-·--·-·- / PVC SCH 80 NIPPLE· 6" UNION BRICK (1 OF 4l PVC MAINLINE PIPE MINIMUM 2 cu. FT. or ¾" WASHED GRAVEL 2' ·O" TOP OF PERM. FINISH GR.ADE WHEN SHOWN AT TOP ON PLAN, SPRINKLER HEAD PERPENDICULAR TO SLOPE (TYPICAL) MAINLINE PIPE AT TOP OR MIDDLE OF' SLOPE AS SHOWN ON PLANS FINISH GRADE ,----------- PERM. FINISH GRADE TEMPORARY BERM LATERAL PIPE MAINLINE PIPE ·--~·--------- ' . . . . . '),i ~ . . L .... ··-,. ---- ~ , ~ ,~ ' '""'"""'' . ' ' ' ' ,, ,'. BE"IDS CROSS TEE THRUST BLOCKS NO SCALE: 3/7196 © LATERAL AND MAINLINE PIPE LOCATION L ..____ _________ _ NO SCALE 6·6·96 97-007 Expiration date: 3/31:IW 11 .A s BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE: -----------·--------~----D,HE Rl. A, ______ [XP. ___ _ -l\ A Landacape Archltectur-e • Plan.nin& .--La Jolla Cenllr·e ll 9255 Towne Centre Oelve, Slllle 3·10 • ,....... San Dte10, CA &)2121-3002 \ 61'1.660,lff'i'I, • !Pox 1)50.1{>,BO LOCATION OF PLANTING AREAS REVIEWED BY; t--------,l----+---------------------,1----+--·,"r"""'---·---i-•-··--·· 1--------jf----t--------------------jf----+---~·-" ........ -·-·--~--·---·· 1--------jf----t--------------------jf----+--··"r-~---·· ---■-•-·-· t--------,1-----+----------------------·-1"'"-··--··-,...,---~----l------l INSPE:CTOR DATE IRRIGATION DETAILS FOR: RANCHO CARRILLO VILLAGE 'R' & VILLAGE 'Q' PH. 4 · \ t--------,l----+--------------------,1----•·-t-----··-•-t"'•------1------1 ~~~~=~;;;..~~;;;::====---==-======~ ) ~===~====;===================· =----=:=:===:=::::._··-. _-_-+-1-_-_-_---!7=._-=--=--=-:-=--=--=-~ APPROV~D -~iP 7./ 7-9 / .~SSISTANT PLANNING OIREc'""r-:eoR;-------DATE .. -----·----·-----·-·::;-~-=-=========:::::;-;=== OWN BY; -------] L PROJECT NO. I DRAWING NO, ~~~g ~~:--· CT 93-04 353-2'.L --■--- 1-----11-----+-----------·--·-·------·--t------t----+-·-~~+--~--•-■■ l---0:;-,A-:::,TE::---,f-:[ccN:-:I Tc:-1 A,.,-L-t--------.. -··----·-··-------+-D-A-TE--'"1Nii'iAl··r-7;;;rr.·'"mTT11ii:" ENGINEUOFWORK REV[S!ON DESCRIPT[ON OTHER Al'PROVAlc CITY APF'ROVAI. ' L------------------------------------------------------·-----------------------------------;;,-:nrX71"';---n=97'7""_F-52""9"'0:.r--______ __,l;{I\ CMWD 9t3:525 'R' .. C SLEEVE CHART FOR IRRIGATION PIPE ANO WIRES PIPE SCHEDULE 40 PVC CONTROLLER SCHEDULE 40 PVC SLEEVE SIZE WIRES SLEEVE SIZE r .. 1t 2" 1-18 2" 1 " 2" 19-24 2-½" 1-'/4" 2-½" 25-36 3" --1-'/z" 3" 37-48 4'" 2" 4" 49-72 6" 2-½" 6" 3" 6" 4" 6" NOTE: SLEEVE CHART IS FOR THE CONVENIENCE TO THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ADEQUATE PIPE SLEEVE SIZE TO ACCOMMODATE THE INSTALLATION OF THIE IRRIGATION PIPE AND WIRES (E)-~,;;c:_:'E CHART FOR IRRIGATION PIPE & WIRES RECLAIMED WATER METER / / / R'EOUCED PRESSURE BACKF"LOW PREVENTER-SEE DRWG FOR SIZE ,/ /' ·---·---··--·--···--·-·· / // PRESSURE REGULATOR AND / ,.,. WYE STRAINER-SEE ORWG / // ~FI_JR_SI_ZE _____ ~ ,.,.// ///MASTER VALVE ,// / I SEE DRWG. FOR SIZE FLOW METER TO SYSTEM DIAGRAMMATIC P .O.C. OF @ RECLAIMED WATER METER 0-------NO SCALE CURB & GUTTER SIDEWALK 24" ---------1~.,------"M:::.E T.,_,E"-'R'-B"'O""X'-W"'/-"M"'-E-'-'TEa:..:..R POTABLE SERVICE LINE TO IRRIGATION SYSTEM 1·· SCHEDULE 40 PVC MAINLINE UNLESS NOTED OTHERWISE -I I I r· PRESSURE REGULATOR SET AT 75 PSI TYPICAL SEE DETAIL. "S' 1" BALL. V Al. VE SEE OET,'IIL. 'J' 1-1/4" C.IIPPED MAINLINE FOR RESIDENCE /,., ,,,,....-~·-·~-----~-·-·-·~·---·~'""--·-· L-✓-3/A"POTABLE WATER M[TER ~---------~BY OTHERS EQUIPMENT .ARRANGEMENT FOR ® P.O.C. AT RESIDE~JTIAL LOTS P f----------- NO SCALE SCH, 80 PVC NIPPLE ~ SCH~lill..E.VC UNION //~ RNO. VAL.YE BOX WITH CO\lEE PVC SCH.80 NIPPLE PVC SCH. 40 ELBOW / ATMOSPHERIC VACCUM BREAKER INST ALL 6" ABOVE TOP OF HIGHEST SPRINKLER HEAD CUT HOLE IN PVC PIPE ANO TIE GAL V. WIRE TO SLEEVE FINISH GRADE✓ SEE LEGEND FOR -----+-MAINLINE DEPTH / 4·· Ml'>-'"-~------------ /"/ MANUAL CONTROL VAL VE --- r STREET SURFACE ~ ADJ. PRESSURE REGULATOR ~ /./ FINISH GRADE _ FACTORY UNION 4" DIAMETER PVC SLEEVE WHITE POT ABLE MAINLINE (SEE IMPROVEMENT DRAWINGS) 12" MINIMUM REQUIRED VERTICAL SEPARATION ~~ SLEEVE RECLAIMED WATER IRRIGATION MAINLINE ~ NOTE: ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: 'STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS' 'CARLSBAD RECLAMATION RULES ANO REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS', OCTOBER 199.3 @ ~~JAL~BLE MAINLINE CROSSING 10' MINIMUM TO POTABLE MAINLINE IN STREET NOTE: 12" MINIMUM 0 RECLAIMED WATER t-----',!,'I R~R.;:I G;.,A~T;.,I O;.,.N,.ecM:,,:Ac!;:1:2,NL~l=NE~ W/SLEEVE VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET, ® POTABLE SERVICE LINE CROSSING NO SCALE ® ---SCH. 80 PVC NIPPLE =4':;_.L_,_,l..,;...,._.----'S'-"CH. 40 PVC FEMALE AOAPTOB_ 4X8 BRICK <1 OF 4) • PRESSURE REGULATOR NO SCALE PVC .!.ATERAL \ SCH. 40 PVC MAILE \ ADAPTOR. SCH. 40 PVC MALE ---'='AD':'.'./>P:!....c..TO':'.'.R_,_,_. __ _ __ ...... _ MANUAL CONTROL VAL VE w / ------------E~MAINLINE CD ATMOSPHERIC BACKFLOW PREVENTER T ---------NO SCALE 413196 11 AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, -- 97-007 INCLUDING PRECISE DATE RLA EXP, --\. I\ Landscape Architecture • Plann!n1 ... LOCATION OF PLANTING La JoHa Centre II REVIEWED BY: "2116 To""" Centr<> Drive, SuHo S40 AREAS .. Sen DI~, CA 91ll21 -3002 ~ --., \ 6UUIGO.!ll, G • f'ox 000.1~80 INSP[CTOR DATE I S~ETJ CITY OF CARLSBAD I sH16s I --------------·----·--------•· ... _, PLANNING DEPARTMENT __________ , _________ _,_ -------·-----·----------,, ___ IRRIGATION DETAILS FOR: RANCHO CARRILLO VILLAGE 'R' & VILLAGE 'Q' PH. 4 ____ ,, __ ., __ .,,_ APPROVED ~tJ rd~-] ASSISTANT PLA"NNiiqG DTRECTOR E,:pirallon date: 3131199 DATE INITIAL OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL OATE INITIAL REVISION DESCRIPTION CHKO BY: CT 93-04 353-2L ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: 1-\ -----------------------------------------------------------------------------------------------------------.,,,,...----------..J\'l'I CMWD 97-529 Q . _____ CMWD f;}6-525 __ 'R' I I I J F SECTION 02441 IRRIGATION SYSTEM PART l " GENERAL 1 .1 GENERAL CONDITIONS; 1. 2 1. 2.1 1. 2. 2 1, 3 1. 4 THE GENERAL CONDITIONS, SPECIAL CONDITIONS, ANO DIVISION 1, ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK SHALL APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. SCOPE: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. OWNER/DEVELOPMENT WILL OBTAIN AND PAY ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES. ALL ON SITE, RECLAIMED WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES, AND REGULATION. ALL PIPING SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND 'lCHEDULE OR CLASS INDICATING THE PRESSURE RATING. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. PERMITS AND LICENSES UNLESS OTHERWISE STATED, SECURE THE REQUIRED LICENSES ANO PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, AND VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. WATER METERS AND POWER METERS WILL BE THE RESPONSIBILITY OF THE OWNER ANO /OR HIS REPRESENTATIVE FOR INSTALLATION AND PERMIT FEES. RELATED WORK, • 1 LANDSCAPING SECTION 02480 , 2 COMPLIANCE TO CITY OF CARLSBAD RECLAIMED WATER STANDARDS QUALITY ASSURANCE .1 QUALIFICATIONS OF INSTALLERS PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FMJIILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE MATERIAL MANUFACTURE'S RECOMMENDED METHODS OF INSTALLATION, THE CITY OF CARLSBAD RECLAIMED WATER STANDARDS ANO WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. .2 CODES AND STANDARDS IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH THE LATEST RULES OF THE NATIONAL ELECTRICAL CODE AND ELECTRICAL SAFETY ORDERS OF THE STATE OF CALIFORNIA, DIVISIONS OF INDUSTRIAL SAFETY, FOR ALL ELECTRICAL WORK AND MATERIALS. REFER TO THE LATEST EDITION OF THE GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE. THE CITY OF CARLSBAD RECLAIMED WATER STANDARDS, LATEST EDITIONS AND RULES AND REGULATION FOR RECLAIMED WATER SERVICE IN THE CITY OF CARLSBAD, LATEST EDITIONS ARE INCORPORATED UNTO THESE SPECIFICATIONS BY REFERENCE WHERE RECLAIMED WATER IS PROPOSED. SUBMITTAL$: . 1 SUBMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY WORK. .2 SUBMIT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS DIFFERENT THAN THOSE SPECIFIED IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE AND FITTING MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS MATERIAL HAS BEEN PREVIOUSLY APPROVED. SUBMIT MATERIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH ITEM) IIl;;;tYL ~ DESCRIPTION MANIJEACTUBEB MQIJl:L NO, 1 . PRESSURE MAINLINE LASCO SCH. 40 2. LAWN HEAD RAIN BIRD 1806·12F 3. ETC. ETC. ETC. . 3 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR AP.PROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER/DEVELOPMENT. . 4 APPROVAL OF ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION INDICATE ONLY THAT THE PRODUCT($) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. .5 THE CONTRACTOR IS RESPONSIBLE FOR SUBSTITUTED ITEMS. IF SUBSTITUTION UNSATISFACTORY, REPLACE IT WITH ORIGINALLY NO COST TO THE OWNER/DEVELOPMENT. GUARANTEE: PERFORMANCE OF PROVES TO BE SPECIFIED ITEM, AT .1 SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK SHOWING DEFECTS IN MATERIALS OR WORKMANSHIP WILL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER/DEVELOPMENT FOR A PERIOD OF ONE YEARS FROM THE DATE OF ACCEPTANCE BY THE OWNERIDEV.ELOPMENT. , 2 THE GUARANTEE FORM SHALL BE RE•TYPED ONTO THE CONTRACTOR'S LETTERHEAD ANO CONTAIN THE FOLLOWING INFORMATION: A. GUARANTEE FOR IRRIGATION SYSTEM • (PROJECT NAME) WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED FOR (PROJECT NAME) IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TE.'\R AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF 1 YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RES UL TING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNERIDEVEL-OPMENT. WE SliALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME, AS DETERMINED BY THE , OWNER/DEVELOPMENT, AFTER RECEIPTS OF WRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER/DEVELOPMENT, WE AUTHORIZE THE OWNER/DEVELOPMENT TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. LA ',,!ES.A BLUEF'RII\IT . B. PROJECT; (PROJECT NAME) C. LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED: ___________ TITLE: _________ _ ADDRESS; ____________________ _ TELEPHONE: SIGNATURE AND DATE,, ________________ _ 1.5 OBSERVATION: 1.5. 1 INSPECTION SCHEDULE .1 IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION ANO/OR OBSERVATION OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR IN ADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THE TIME INDICATED: A. PRE-JOB CONFERENCE • 7 CALENDAR DAYS 8. LOCATION OF IRRIGATION SLEEVES C. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER H'EADS AND Pl?ING• 32 HOURS D. PRESSURE MAINLINE INSTALLATION AND TESTING " 32 HOURS E. CONFORMANCE TO REGULATIONS FOR RECLAIMED WATER -32 HOURS F. LATERAL TRENCH DEPTH CHECK • 32 HOURS G. COVERAGE TEST • 32 HOURS H. FINAL INSPECTION -48 HOURS I. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING OF WORK. (438-1161, EXT. 4221) J. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION. (438·1161, EXT. 4221) . 2 WHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHEFI THAN THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR, SHOW EVIDENCE OF WHEN AND BY WHOM THESE INSPECTIONS WERE MADE. .3 NO INSPECTION WILL COMMENCE WITHOUT AS-BUILT DRAWINGS. IN THE EVENT THE CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS-BUil T DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THE SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR AT THE RATE OF $95.00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THE INCONVENIENCE. NO FURTHER INSPECTIONS WILL BE SCHEDULEC. UNTIL THIS CHARGE HAS BEEN PAID. THE CITY Will REQUIRE AS-BUILT DRAWINGS TO BE APPROVED PRIOR TO BACKFILLING MAINLINE TRENCH. 1. 6 TESTING; GENERAL . 1 FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING REQUIREMENT • 2 CORRECT ALL DEFECT AND RETEST UNTIL ACCEPTANCE BY OWNER AND CITY. 1.6.1 TESTS .1 MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE OF THE OWNER/DEVELOPME'.NT. AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HARDSCAPES, IF WATER WERE USED. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED. (INCLUDING AS,BUILTS) . 2 FURNISH NECESSARY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. . 3 TEST ALL PRESSURE MAINLINES UNDER A HYDROSTATIC PRES'SURE OF 150 P.S.I. FOR A PERIOD OF FOUR HOURS. . 4 ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES, QUICK COUPLERS, OR OTHER VALVE ASSEMBLIES. • 5 ALL PIPING UNDER PAVED AREAS SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. AND PROVED WATERTIGHT, PRIOR TO THE PAVING OPERATION. 1.6.2 ADJUSTING SYSTEM . 1 THE CONTRACTOR SHALL FLUSH AND ADJUST ALL. IRRIGATION HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, BUILDINGS, WALLS AND OTHER STRUCTURES AS MUCH AS POSSIBLE. . 2 IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE ALL SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE ADJUSTMENT MADE, PRIOR TO PLANTING. .3 ADJUST REMOTE CONTROL VALVES (BATTERY SYSTEMS} SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY SPRINKLER MANUFACTURER. 1.6.3 COVERAGE TEST .1 WHEN THE IRRIGATION SYSTEM JS COMPLETED, PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, LANDSCAPE COORDINATOR OR CITY INSPECTOR, TO DETERMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE OR· INAPPROPRIATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER IS PLANTED. 1.6.4 DIRECT BURIAL CONTROL WIRES , 1 ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (50) MEGAOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. . 1.6.5 FINAL ACCEPTANCE .1 WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED, INCLUDING TESTING ADJUSTMENTS, ADDITIONS OR DE!LETIONS, THE " CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION ANO APPROVAL. FINAL ACCEPTANCE BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY. 1.6.6 MINOR ADJUSTMENTS . 1 MINOR ADJUSTMENTS (LEVELING AND CLEANING SPRINKLER H'EADS, VALVE BOXES, ETC. INCLUDING PROTECTION FROM VANDALISM) WILL BE MADE BY THE OWNER AFTER ACCEPTANCE OF THE SYSTEM AND DURING THE WARRANTY PERIOD. 1. 7 1, 7. 1 1,7,2 RECORD DRAWINGS: RECORD DRAWINGS , 1 RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT•PRESSURE AND INTERMITTENT-PRESSURE LINES ANO APPURTENANCES. , 2 ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BEFORE IMPLEMENTING THE CHANGES IN THE CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. . 3 RECORD ACCURATELY ON ONE SET OF BLACK AND WHITE PRINTS OF THE IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE AND NON-PRESSURE LINE. . 4 UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES AND DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPIA MYLAR DRAWINGS SUPPLIED AT COST BY THE LANDSCAPE ARCHITECT. . 5 DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT). POST INFORMATION ON AS•BUILT DRAWINGS DAY TO DAY AS THE WORK IS INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 114 INCH IS SIZE. . 6 UPO•N COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES AND ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAWINGS. SHOW DIMENSIONAL LOCATION AND DEPTH OF THE FOLLOWING: A. POINT OF CONNECTION B. ROUTING OF IRRIGATION PRESSURE MAINLINES AND ALL SLEEVES (DIMENSION MAXIMUM 10 FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES.) C. GATE VALVES. D. IRRIGATION CONTROL VALVES E. QUICK COUPLER VALVES F. ROUTING OF CONTROL WIRES G. AUTOMATIC CONTROLLERS H. OTHER RELATED EQUIPMENT (AS DIRl:CTED BY THE LANDSCAPE ARCHITECT) . 7 MAINTAIN AS•BUILT DRAWINGS ON THE SITE AT ALL TIMES. THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANYTIME. . 8 MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALL- POINT PEN). USE ERADICATING FLUID WHEN REDOING DRAWINGS. CHANGES ANO DIMENSIONS SHALL BE RECORDED IN A LEGIBLE ANO PROFESSIONAL MANNER. RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB-SITE DURING CONSTRUCTION. . 9 THE LANDSCAPE ARCHITECT SHALL PROVIDE A COMPLETE SET OF "AS-BUILT" MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. ONA WILL BE REQUIRED TO TRANSFER ALL AS· BUILT INFORMATION TO MYLARS. AS·BUILTS SHALL BE ON CITY ORIGINAL MYLARS. CONTROLLER CHART .1 AS•BUIL T DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE CHARTS ARE PREPARED. . 2 PROVIDE <!lNE CONTROLLER CHART OF THE MAXIMUM SIZE CONTROLLER DOOR WILL ALLOW, FOR EACH CONTROLLER SUPPLIED, SHOWING THE AREA COVERED BY THAT AUTOMATIC CONTROLLER AND A CORRESPONDING LEGEND OF THE EQUIPMENT INSTALLED . . 3 THE CHART SHALL BE A REDUCTION OF THE ACTUAL AS•BUIL T SYSTEM DRAWING. IF THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED, ENLARGE IT TO A SIZE THAT WILL BE READABLE WHEN REDUCED. . 4 CHART SHALL BE BLACKLINE PRINT AND A DIFFERENT PASTEL TRANSPARENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. . 5 WHEN COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHART BETWEEN TWO PIECES OF PLASTIC, EACfl PIECE BEING A tv:INIMUM 20 MILS THICK. .5 CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. 1. 7 .3. OPERATION ANn MAINTENANCE MANUALS .1 PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS r PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL ANO PROPERLY PREPARED IN FOUR (4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING, A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. B. DURATION OF GUARANTEE PERIOD C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVE. 0. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. I\ • Expira1ion date: a-31/99 Landscape J\rchilcdurc • Planning L, Jolla Ccnlrc 11 9255 Towne Cenlrc Drive, Suite 340 '\ San Diego, CA 92121·3002 619 550-1575 • Fax 550" 1580 DAlE INITIAL ENGINEER Of WORK 1. 7 .4 . 2 IN ADDITION TO THE MAINTENAN:;E MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN_ EVIDENCE TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF THE WORK THAT HIS SERVICE HAS BEEN RENDERED. CHECK LIST . 1 COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE PROJECT, USING THE FORMAT SHOWN, A. PLUMBING PERMITS (IF NONE REQUIRED, SO NOTE) 8. MATERIALS APPROVAL C. PRESSURE MAINLINE TEST (BY WHOM AND DATE) D. AS-BUILT DRAWINGS COMPLETED (RECEIVED BY AND DATE) E. CONTROLLER CHART COMPLETED (RECEIVED BY AND DATE) F. MATERIALS FURNISHED (RECEIVED BY AND DATE) G, OPERATION AND MAINTENANCE MANUALS FURNISHED (RECEIVED BY AND DATE) H. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BV AND DATE) I. MANUFACTURER WARRANTEES (RECEIVED BY AND DATE) J. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE) • 2 FORWARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT. 1.8 GENERAL REQUIREMENTS: 1 .8. 1 CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL AGENCIES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE AGENCY. 1 .8.2 EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. 1.8.3 CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. 1.8.4 SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. 1,8.5 PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. 1.8.6 ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER, 1.8.7 DIELECTRIC BUSHINGS SHALL BE USED IN• ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. 1.8.8 POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. 1.8.9 PERMISSION TO SHUT OFF ANY EXISTING IN•USE WATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER/DEVELOPMENT. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER/DEVELOPMENT, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF. 1.8,10 CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. 1.8. 11 MAINTENANCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF 7 DAYS PRIOR TO ANY PLANTING. 1.8. 12 THE WORK SHALL BE ACCEPTED IN WRITING WHEN THE ENTIRE SCOPE OF WORK HAS BEEN COMPLETED SATISFACTION TO THE OWNER JUDGING THE WORK. NO ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS AND SPECIFICATIONS WILL BE MADE UNLESS PREVIOUSLY APPROVED BY THE OWNER. WHEN ANY ITEM APPEARS ON THE PLAN AND NOT IN THE SPECIFICATIONS, OR IN THE SPECIFICATION S AND NOT ON THE PLANS, IT SHALL BE CONSIDERED IN BOTH. WHEN CONFLICTS ARISE, THE HIGHEST STANDARDS WILL PREVAIL. THE OWNER OR HIS AUTHORIZED REPRESENTATIVE SHALL HAVE THE FINAL AUTHORITY ALL ITEMS OF THE PROJECT . 1.8.13 SERVICE BY THE CONTRACTOR: THE CONTRACTOR SHALL SERVICE THE SYSTEM AT THE OWNER'S REQUEST DURING THE GUARANTEE PERIOD AND SHALL BE PAID FOR WORK PERFORMED WHICH IS NOT COVERED BY THE GUARANTEE. IF REQUESTED BY THE OWNER, THE CONTRACTOR SHALL FURNISH THE OWNER WITH A SCHEDULE OF SERVICE FEE FOR ADDITIONAL WORK REQUESTED OUTSIDE OF THE GUARANTEE. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A PROFESSIONAL WATER MANAGEMENT COMPANY APPROVED BY THE IRRIGATION DESIGNER TO PROVIDE SUPPORT SERVICES FOR" THE FOLLOWING IRRIGATION EQUIPMENT: EXCESS FLOW SENSING AUTO·RAIN SHUT OFF AND CALIBRATING SENSORS FOR EXCESS FLOW. INSPECT AND TEST CONTROLLERS AND GROUND FAULT. PROVIDE TECHNICAL SUPPORT ON THE JOB SITE AS REQUESTED BY CONTRACTOR FOR CONTROLLERS, EXCESS FLOW SENSING AND AUTO" RAIN SHUT OFF SENSING SYSTEMS. "7-G 7 --------------------------......, REVISION DESCRIPTION APPROVED FOR PLANTING AND IRRIGATION ONLY, "AS BUil T" INCLUDING PRECISE RCE __ _ EXP. ____ _ DATE LOCATION OF'PLANTING AREAS. REVIEWED BY: DA TE INITIAi. DA TE INITIAi. OlHER APi'ROVAI. CITY APPROVAi. RANCHO CARRILLO VILLAGE'.~' &VILLAGE'Q' PH. 4 OWN BY:~-- CHKD BY; __ _ RVWD BY: I PROJECT NO. I DRAVIING NO, CT 93.04 353-2LJ ~--------- --+-- F TRAINING IN OPERATION OF ALL EQUIPMENT, FIVE YEAR LIMITED FIELD SERVICE WARRANTY FOR CONTROLLERS AGAINST ORIGINAL DEFECTS IN MATERIALS AND WORKMANSHIP. WARRANTY SHALL BE PROVIDED IN WRITING. AVAILABLE THROUGH HYDROSCAPE PRODUCTS • STEVE MCCLEAN (619) 560•1600. PART 2 • PRODUCTS 2.1 MATERIALS: ALL MATERIALS ANO EQUIPMENT USED IN SPRINKLER IRRIGATION WORK SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED. 2.1.1 PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED, 2 .1. 2 2.1.3 2.1 ,4 2. 1 .5 2.1 .6 2.1.7 2. 1. 8 .1 POLYVINYL CHLORIDE PIPE {POTABLE): ALL PVC MATERIAL SHALL CONFORM TO ASTM 01784, CELL CLASS 124548. A. PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREJ\'11 OF MANUAL CONTROL VALVES SHALL BE PVC 1120, CLA',S 315 (SOR 13,5) CONFORMING TO ASTM 02241 OR SCHEDULE 40, CONFORMING TO ASTM 01785. B. PVC PLASTIC NON-PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, SHALL BE PVC 1120, CLASS 200 ($DR 21), CONFORMING TO ASTM 02241. C. IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F., ANO NATIONAL SANITATION FOUNDATION (NSF) RATING. • 2 POLYVINYL CHLORIDE PIPE/" COLORED CODED PWBPLE") FOR NON- POTABLE WATER, (1) PVC PLASTIC PRESSURE LINES; FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL THREE (3) INCH AND SMALLER SHALL BE PURPLE COLORED PVC MEETING ASTM-1784, TYPE I, GRADE PVC-1120, CELL CLASS 1254B. PIPE, ASTM 2241 FOR SOR CLASS PIPE, ASTM 2672 FOR "ALERTLINE" DR EQUAL. PRESSURE MAINLINE: 1-1/2" AND SMALLER PIPE -SCHEDULE 40 PVC 2" AND LARGER PIPE • CLASS 315 PVC, SDR-15.5 NON-PRESSURE LATERAL; ALL NON-PRESSURE PIPE • CLASS 200. PVC PIPE TYPE I. GRADE I PVC PIPE: OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME AS IRON PIPE. PIPE SHALL BE MARKED ON TWO SIDES OF THE PIPE AT 24" INTERVALS WITH "CAUTION RECLAIMED WATER:• SCHEDULE 40 PIPE SHALL NOT BE THREADED. SOLVENT SHALL BE AS SUPPLIED BY PIPE MANUFACTURER. PIPE SHALL BE PURPLE IN COLOR. . 2 BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. FITTINGS AND CONNECTIONS: . 1 POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS; TYPE 11, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDER THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE;c NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466, . 2 BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. RISERS; • 1 ALL SPRINKLER HEADS SHALL HAVE RISERS AND SWING JOINTS AS SHOWN IN THE DETAIL DRAWINGS. ALL RISERS ANO SWING JOINTS SHALL USE MARLEX FITTINGS AND SCHEDULE 80 PVC RISERS OR NIPPLES. FITTINGS: , 1 FITTINGS, IN GENERAL, FOR ALL INSTALLATIONS $HALL BE CONSIDERED INCIDENTAL TO THE CONTRACT PRICE AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OF REQUIRED FITTINGS TO COMPLETE THE CONTRACT. . 2 ALL FITTINGS FOR PIPE THREE (3) INCHES AND SMALLER SHALL BE SCHEDULE 40 . 3 ALL TEES FOR THE INSTALLATION OF SWING JOINTS WILL BE INSTALLED WITH DURA, LASCO TEE OR EQUAL. AUTOMATIC CONTROL WIRE: .1 ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14 SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRE$ TO EACH CONTROLLER, COMMON WIRE SHALL BE WHITE N0.12 SOLID, SINGLE CONDUCTOR WIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL ) OR EQUAL . MONITORING DEVICES .1 ALL MONITORING DEVICES SUCH AS FLOW AND PRESSURE MEASUREMENTS, SHALL BE AS SHOWN ON DRAWINGS. 120 VOLT WIRE TO CONTROLLER .1 120 VOLT WIRE SHALL WIRE SHALL BE PER LOCAL CODE AS TYPE, SIZE AND QUALITY, INSTALL U.L. APPROVED CONDUIT A MINIMUM OF 24" BELOW GRADE FROM THE POWER METE;R TO CONTROL UNITS OR OTHER REQUIRED SERVICE$. ALL SPLICES TO BE IN APPROVED PULL pOXES. ALL WIRES TO BE TWIN COPPER OR OTHER DESIGNATION AS REQUIRED BY CODE. AWTQMATIC CONTROLLER, • 1 AUTOMATIC CONTROLL.ER: FULLY AUTOMATIC IN OPERATION AND CAPABLE OF OPERATING THE NUMBER OF STATIONS OF REMOTE CONTROL VALVES AS NOTED. . 2 CONTROLLER ENCLOSURE ASSEMBLY: PEDESTAL MOUNTED AS NOTED, WITH A SEPARATE STAINLESS STE!il ENCLOSURE, TERMINAL STRIP, ON/OFF DISCONNECT SWITCH WI 110VOLT GROUNDED OUTLET, RAINGUARD AUTO-RAIN SHUT-OFF OEV1qE AND LOCKING, HINGED COVER. AVAILABLE FROM HYDR.OSCAPE PRODUCTS INC. 5805 KEARNY VILLA RD. SAN DIEGO, CALIFORNIA (619)560-1600 . 3 AUTOMATIC CONTROLLERS SHALL BE OF THE TYPE AND MANUFACTURERS SHOWN ON THE DRAWINGS OR APPROVED EQUAL AND INSTALLED PER MANUFACTURES RECOMMENDATIONS AND DETAIL DRAWINGS . 4 ALL CONTROLLERS SHALL BE GROUNDED BY COPPER CLAD GROUNDING ROD ANO GENERAL ELECTRIC LIGHTNING ARRESTOR # 9L 15DCB002 (50 OHMS RESISTA_NCE REQUIRED) • 2. 1 . 9 REMOTE CONTROL VALVES ELECTRICAL . 1 THE ELECTRIC REMOTE CONTROL VALVES(PRESSURE REGULATING) SHALL BE OF THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS,, OR APPROVED EQUAL, AND INSTALLED PER DETAILED DRAWINGS AND MANUFACTURER'S RECOMMENDATION, . 2 VALVES SHALL BE INSTALLED A MINIMUM OF 6" FROM ALL FIXED OBJECTS ANO 12" APART FROM EACH OTHER. 2.1. 10 MASTER VALVE .1 SHALL BE OF THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILS DRAWINGS AND MANUFACTURER'S RECOMMENDATIONS. 2.1 .11 VALVE BOX: .1 ALL VALVES INCLUDING PRESSURE REGULATING VALVES, MASTER VALVES, REMOTE CONTROL VALVES, GATE VALVES, AND QUICK COUPLER VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS. ALL SHALL BE MARKED "PRV"',"MV"","RCV","GV", OR "DF" RESPECTIVELY WITH STATION NUMBERS FOR CONTROL VALVES EMBOSSED ON THE VALVE COVER. ALL SHALL STATE "RECLAIMED WATER" IN ENGLISH AND SPANISH. (RCV BOXES SHALL HAVE LOCKING COVERS) OTHER BOXES SUCH AS PULL BOXES, ETC, SHALL BE MARKED ACCORDINGLY. VALVE BOXES SHALL BE PURPLE IN COLOR. 2 .1 .1 2 SPRINKLER HEAD: . 1 SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVl"D EQUAL. ALL SPRINKLER HEADS ARE TO HAVE FACTORY BUILT IN CHECK VALVES OR A CHECK VALVE UNDER EACH HEAD. SPRINKLER HEADS SHALL HAVE A FACTORY COLORED "'PURPLE RECLAIMED WATER" DESIGNATION AS A PART OF THE SPRINKLER OR IF NOT AVAILABLE BE PAINTED PURPLE AS DIRECTED BY THE CITY OF CARLSBAD. 2.1.13 QUICK COUPLER VALVES {NON·POTABLEJ: .1 QUICK COUPLING VALVES SHALL BE OF THE MANUFACTURER SHOWN ON THE DRAWINGS, EACH QUICK COUPLER SHALL HAVE A MOLDED VINYL LOCKING COVER WITH ACME THREADS FOR RECLAIMED WATER SERVICE, . 2 UPON COMPLETION OF THE CONTRACT AND PRIOR TO FINAL ACCEPTANCE, SUPPLY THE OWNER WITH QUICK COUPLER KEYS AND HOSE ELLS OF THE QUANTITY CALLED FOR IN IRRIGATION SECTION 2.1.22. THE KEYS AND HOSES ELLS SHALL BE OF THE SAME MANUFACTURER AS THE COUPLING VALVE. • 3 SHALL BE 1"" SIZE AS MANUFACTURED BY NELSON SPRINKLERS CO. 2.1.14 BALL VALVES: . 1 BALL VALVE TWO (2") INCH SIZE AND SMALLER SHALL MEET ASTM STANDARDS WITH SEALS WHICH ARE SELF ADJUSTING TO COMPENSATE WEAR. BALL VALVES SHALL HAVE MOLDED MICRO· FINISH BALL WITH LOW TORQUE REQUIREMENTS TO OPERATE UNIT MANUALLY. BALL VALVE SHALL HAVE A PATENTED FEATURE "PRE· LOADED" STEM SEAL AND IMPACT RESISTANT HANDLES. . 2 BALL VALVES (2-112) INCH SIZE TO (4) INCH SIZE SHALL HAVE DOUBLE UNION WITH ONE END BLOCKED WHICH PREVENTS BALL FROM BEING BLOWN OUT UNDER PRESSURE. BALL SEATS ARE TEFLON TO INSURE EASE OF OPERATION. END CONNECTOR CARRIER AND STEM "0' RING ARE EPDM OR VITON. 2 -1 .15 MANUAL CONTROL VALVE· .1 MANUAL CONTROL VALVE 3/4" AND r• SIZE SHALL BE MADE OF HEAVY-DUTY BRASS WITH A WHEEL HANDLE AND RATED TO 150 PSI. 2, 1, 16 ATMOSPHERIC VACUUM BREAKER; .1 ATMOSPHERIC VACUUM BREAKER 3/4" AND 1" SIZE SHALL BE MADE OF HEAVY-DUTY BRASS CONSTRUCTION PREVENTING BACKFLOW OF WATER INTO FRESH WATER LINES. OPERATING PRESSURE OF 15 TO 150 PSI AND SHALL BE MANUFACTURED BY THE SAME MANUAL CONTROL VALVE LISTED ABOVE. 2 .1 .17 BACKFLOW PRE'!EtiTER: UNIT SHALL BE AS SHOWN ON PLANS OR EQUAL, AS APPROVED BY ARCHITECT AND CARLSBAD MUNICIPAL WATER DISTRICT. 2.1.18 CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. 2, 1. 19 BACKFILL SHALL BE CLEAN FILL SOIL WITH NO ROCKS OR CLOD 1/2" OR LARGER. 2.1.20 WARNING TAPE : .1 $HALL BE PLASTIC TAPE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS, "CAUTION; RECLAIMED WATER LINE BELOW"' . THE OVERALL WIDTH SHALL BE 3 INCHES. . 2 WARNING (CAUTION) TAPE SHALL BE MANUFACTURED BY THOR ENTERPRISE, INC., P.O. BOX 450 SUN PRAIRIE, WISCONSIN, 53590, (PHONE, (608) 837-7197) 2.1.21 WARNING LABELS & SIGNS ; SHALL BE APPROVED BY THE DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES. FACILITIES SUCH AS CONTROLLER ENCLOSURE AS DESIGNATED BY THE DISTRICT ENGINEER OR INSPECTOR. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS. 2.1.22 WARNING TAGS; ALL RECLAIMED WATER SPRINKLER CONTROLS VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS • 2.1,23 CONTRACTOR SHALL PROVIDE TO THE OWNER: .1 THREE (3) CONTROL VALVE KEYS. . 2 FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. • 3 TWO (2) 48" TEE WRENCHES FOR OPERATING BALL VALVES • • 4 FIVE (5 EA.) QUICK COUPLER KEYS AND FIVE (5 EA.) HOSE BIB ASSEMBLIES (POTABLE & NON-POTABLE). • 5 FIVE (5) KEYS FOR OPENING AND LOCKING EACH AUTOMATIC CONTROLLER. 2.1.24 PRESSURE REGULATOR AND WYE STRAINER SHALL BE OF BRONZE BODY WITH SCREW FITTINGS. SEE DETAILS AND DRAWINGS. PART 3 • EXECUTION 3 .1 GENERAL REQUIREMENTS: 3, 1. 1 LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, 3,1 .2 3.1.3 3.1 .4 3.2 3,2.1 AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTIN.G CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARC-HITECT BEFORE INSTALLATIONS. INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES . REFER TO THE CITY OF CARLSBAD STANDARDS FOR RECLAIMED PIPE INSTALLATION. ALL CITY OF CARLSBAD STANDARDS. TAKE PRECEDENCE OVER PLANS AND SPECIFICATIONS FOR THE PROJECT UNLESS NOTED AND APPROVED. INSTALLATION OF IRRIGATION SYSTEM; EXCAVATION AND BACKFILLING OF TRENCHES: .1 EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED, .2 DEPTH OF TRENCH: POLYVINYL CHLORIDE PRESSURE LINE (LESS THAN 3") PRESSURE MAINLINES ( 3" AND UP TO 6"") POLYVINYL CHLORIDE NON•PRESSURE LINE CONTROL WIRE 18" MINIMUM 24" MINIMUM 12" MINIMUM 24" MINIMUM . 3 TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD; (1) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE. . 4 SUBSOIL SHALL BE FREE OF ALL ROCKS ANO CLOOS 112 INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL. • 5 REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. • 6 BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE ANO THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. . 7 BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS 1/2" AND LARGER. , 8 CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE. CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL. 3. 2. 2 UNDER EXISTING ANO /QR PROPOSED PAVEMENT .1 TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHAL TIC CONCRETE OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH CLEAN FILL SOIL, IN A SLEEVE AND COMPACTED IN LAYERS TO 95% COMPACTION, USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING WHICfj ARE NOT UNDER PAVING SHALL BE COMPACTED TO EQUAL COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT FLUSH WITH THE ADJOINING GRADE. THE IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO PAVING WORK. . 2 PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING. HOWEVER, NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALT PAVING. , 3 PROVl'DE FOR A MINIMUM COVER OF 18 INCHES BETWEEN THE TOP OF THE PIPE AND THE BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE AND NON PRESSURE PIPING INSTALLED UNDER ASPHALTIC CONCRETE PAVING • . 4 SECURE PERMISSION FROM THE OWNER/DEVELOPMENT BEFORE CUTTING OR BREAKING EXISTING PAVlfMENT. ALL NECESSARY h~PAIRS AND REPLACEMENTS SHALL BE APPROVED BY OWNER/DEVELOPMENT, AND SHALL BE AT NO ADDITIONAL COST TO OWNER/DEVELOPMENT. 3.2.3 INSTALLATION OF POLYVINYL CHLORIDE PIPE· .1 BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. • 2 THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTiL USED, ANO SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT • • 3 ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. , 4 TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP•EDGED OBJECTS. . 5 PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. . 6 PIPE SHALL BE SNAKED FROM SIDE•TO•SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. . 7 CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. . 8 NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. . 9 PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HANO TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH . .10 PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. .11 SOLVENT-WELD ·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fWHERE AS REQUIRl:D, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH SHALL BE INCLUDED . . 4 CONTROLLER SHALL BE INSTALLED WITH VANDAL-RESISTANT ENCLOSURES AS CALLED FOR ON THE DRAWINGS (STAINLESS STEEL) AS PROVIDED BY THE MANUFACTURER ON ADEQUATE CONCRETE FOUNDATION. 3.2.7 YALYE$i .1 ALL VALVES SHALL BE INSTALLED AS SHOWN IN THE DETAILS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED BY THE CITY OF CARLSBAD FOR IDENTIFICATION, PER RECLAIMED WATER STANDARDS, IF USED. .2 ALL AUTOMATIC VALVES SHALL BE SIZED AS SHOWN ON PLANS. GATE VALVES SHALL BE LINE SIZE. . 3 INSTALL EACH CONTROL VALVE IN A SEPARATE VALVE BOX WITH A MINIMUM OF 12" SEPARATION BETWEEN VALVES AND 6" FROM ANY FIXED OBJECT OR STRUCTURE. 3.2.9 VALVE BOX; .1 INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. VALVE BOXES INSTALLED NEAR WALKS SHALL ABUT FROM THOSE ITEMS AND THE TOP SURFACES SHALL BE FLUSH WITH ITEMS LISTED ABOVE . 3 ,2, 1 6 PRESSURE REGULATOR: • ADJUSTED REGULATOR PER PLANS 3 .3 CLEAN-UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF'PLANTING AREAS. RCE __ _ REVIEWED BY: "AS BUILT" EXP. ___ _ DATE r E")liratlon date; 3131199 La11dscape Architecture • Planning La Jolla Centre II t-----t----+------------,------+----,1----+---+----li t---t--t-----------------,•----,r------t---t----i '~A';::;:PP~RO;;:';'VE'::;;D~~=;,✓'2°:ii!!!,.,::,=,~;:=:~-~====="7-=~t2_=.=~=7==; ASSISTANT PLANNING Di RECTOR DA ~D~WN;i;=;;:BY;,= _::..: -~=_=_-=:,;:I =::::=:P~R:=::□=::JE~c~r==N==o:;::_==,1 ;:;D=::R==A~Wl~N~G=N==o~.' RANCHO CARRILLO VILLAGI;: 'R' & VILLAGE 'Q'. PH. 4 9255 Towne Ccnlrc Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 DA 1t INITIAL EN<IMER Cf 't¥Of!I( REVlSI.ON DESCRIPTION OAlE INlllAL OAlE INITIAL KD BY t-0-11i£R--APPR~O-VAL---t-CITY_APPR_.__OV-AL--11.!:~!!.~~..'=.B.!.:.Y;~~~=-=.J CT 93-04 353-2L, CMWD 97-529 '"Cl' . F LOT 232 97-007 DATE: 3/11197 PREPARED BY: JOB NUMBER: 97-007 MARVIN H. TANIGUCHI JOB TITLE: RANCHO CARRILLO VILLAGE "R" HYDRAULIC CALCULATION PRESSURE: !l1:!;'!!751,p$J)i!idi __ !'!1El!§f!l.l9.c .. ~'""1-"'SY.:.:S,::.TEM=e,'---JP%""%"1to,,,••··•"":tr"'•i!l!,,:i,::2"']11""mrl-·-_§~: i:i;'\\::f1,3J7),:{il WATER METER 314" 3.30 --------·-,:B'""A'-::c:-:K=FL:-:o:::-w=P=R=Ev:-::E=. NT=E:::Rc:-uA:::T::-M:-:O:-::S::-H:::Pc=E::cR:::ICc::T::-Yc::P-::'E:-:t---"1'-.. --t----1~.~o~o----j MANUAL CONTROL VALVE: 1" 1.30 ----~----~----------+-----+------< IRRIGATION SPRINKLER H~D (OPERATING PRESSURE): 30.00 MASTER VALVE: PRESSURE REGULATOR: 1 '" 4.00 1-------+-_C_H_E_C._K:iALVE(INSIDi::::_S_P_RI_N_K_LE_R_H __ E_A_D~):+-------1-3.00 BALL VALVE: 1" •i 00 PIPE SIZE LENGTH GPM PSI LOSS 1 -114" 1·112" 2" 2 • 112" SUBTOTAL 3.00 3.00 PIPE SIZE I LENGTH GPM PSI LOSS ----+------+-----'-~--t------+-------1 14.5 3.35 1 " 75' 1 -112" 2" 4-1 /2" 3" 4" i t-------+-------~------1------1-----l-------1 :suBTOTAL 3.35 3.35 f------+----+-----+------'-TOT"--'-'-A""L-'--'PRESSURE LOSS: 5 9. 2 8 AVAILABLE PRESSURE (PSI): 75.00 AVAILABLE RESIDUAL PRESSURE: i!li@IW'5{,o/\'2});;'.,:,i-f----·----t------+-----------------t====-="-< PRESSURE t------+--------1---·-•-ff~---~-----~~ --J•=••--·---t--c-- ADEQUATE Page 1 JJ19-97-007 .12.~ TE-'-·=·=:c-+-_3 I 1 119 7 PREPARED BY: JOB NUMBER: 97-007 MARVIN H. TANIGUCHI JOB TITLE: RANCHO CARRILLO VILLAGE "R" , ...... lcM.L 4,1,af'r. HYDR~yuc CALCULATION PRESSURE:I1r!~l[s:!RSli11@1 M"'"'ER NO. SYSTEM: 'WJ',M,;J\)';f!4•i1i'1, .. :, GPM· ,1, .. ,,'. '2'9"lf""'l'i'1"'' "i-I ·,•'," ., .•. , /,.\;,\~;'.°/,>' , '.' ,',, ·'/,:,•,J~;I);,; • 'l~.;~f. '<~'', : , -~· .,:~;\" (if:>; '· .-,·,·:;· ,,.,--,.,:.·,-, ,--.. ·.·:~~'.:: .. _-J ,-.-.-. w-,,.\ }' ... '"" ..... -.. ,-. "@i/i}l\):iWHn?;11N::;;1W:l:f(,~,\i:W::ii?/{'lVVi ,;s1;'.W~~~f{~:,.., .. "', N: m ·@ ~t : ". -~ , \f"·,, -.. -v~; :, STANDAR.D.,.sySJl;M,tosS.ESL1wkw•,"lw-<1•c.;;,,,,,w,;,,1-n@,1,11,rn,,,,c,i-,t-,---i@,ft ,,hm-,$~n!~bU,Jij!)iil;l:tlP~$41f, WATER METER(MAX. FLOW30 GPM): 1-1 /2" 3.00 e---~---~ ,. __ ,, ___ ,._, __ BACKFLOWPREVENTER: 1-1 /2" 8.50 •-~•••m=-~-,~---•---••••-+--==~=~===c+--~=-.-+----..C--'-•C.C.-•- REMOTE CONTROL VALVE: 1" 7.50 ·-'-~=~~===~=--~---!-----------IRRIGATION SPRINKLER HEAD (OPERATING PRESSURE): 30 .00 MASTER VALVE: 1-1 /2" 1.00 GLOBE VALVE: o.oo CHECK VALVE: 3.00 t------+----··----,------- HGL. OF STREET MAIN ELEVATION: 380 ---··-'" -------+-------+-------+-------, ELEV. OF IRRIG. HEAD@HIGHEST POINT: 5 0 0 PIPESIZE LENGTH GPM PSI LOSS 3/4" 110' 7,8 3.14 1" 90' 15.6 2.80 1-1/2" 5' 29.8 0.08 ---'----+------+------+------+------+-----I 2" l!· 1 12" s.o:a PIPE SIZE LENGTH GPM PSI LOSS -u-•••---•--+-----+------1-1 /4" ,-----+-------+------f------+-----·-----+------1 • 1 12" 3" 720' 29.8 0.79 4" -··-----+-----+S~U_B_T_O_T_A_L--t----'-0~-7_9_~.,,..,,.,.,.,..=-:-s=,+--· 0. 7S TOTAL PRESSURE LOSS: 118. 77 AVAILABLE PRESSURE (PSI): 125 .00 ADEQUATE Page 1 GG6-97-007 DATE: 3/11197 1 PREPAREOBY: JOBNUMBER: 97-007 : MARVINH.TANIGUCHI JOB TITLE: RANCHO CARRILLO VILLAGE "R" , Hi!!L c,,&oC>Ff." HYDRAULIC CALCULATION PRESSURE: i:)i@:'t5<f!$f;;i';? ME;:TER NO. U4krlliG-iiil!1tHI1A SYSTEM: m@mOOS!11\1%iil GPM: F}St2ia,"$!1<i,:1 ~ ... ~.·.--.-~.·.•=' .... :~ .... -.·•·. -... ,,~ .. ''s'.'.·.] ...... ·.·.···. '"'."'.'l.•'.· .. ·•.•g.•.·."'' ''.':1•.-. ·.~ .... 1"·'.""'·".'.·.····.•.·1·.,·.'".l'·.·.·'.·· .... '·•.!'.'.J· ... ·.'.·.'·.1 '."'".' .. ".".1W"tl .. WJ· .·. 'l's .... ,., ... "'. · .. , .••... " .. ·s.·.·.·.··.-.".·."".'•".· .. •'i;:;:~,.L,,,,,, .. ,.·.·•·s·"'."'I. ''.'o''.·.·• .... ., .... ".'.'.· i);i,ANDA:RD,-¥STEM;,,L_O~ES/\,:(:))}:\}~)!!1fli :i~~t'i~). rm{Fi\W~hm:& :f'#;~~~,;:\:r ~-:r~~~tt!~/l(i,:{P .1·: L ,' SSii)/;i, WATER METER MAX. FLOW 30 GPM 1 " ' 5.30 1-------+-------~~-----~+---------BACKFLOW PREVENTER: 1 " 8.90 REMOTE CONTROL VALVE: 1 " ' 5.00 IRRIGATION SPRINKLER HEAD (OPERATING PRESSt,!_13§'"'": ------+-- MASTER VALVE:: 1 -1 12" I 30.00 1.00 GLOBE VALVE:: t------t------+------~~-----'-"-----~--~ CHECK VALVE:: 0.00 3.00 BALL VALVE:· 2 -112" 2.00 5.00 PIPE SIZE LENGTH GPM PSI LOSS -·----~--·----+------+-----+----___, 3/4" 110' 7.8 3.14 1" 90' 15.6 2,79 1 · 1 /4" 1-~---+-------+-------+-----ec-----+-------1 -112" 20· 29,8 1-112" : ,-----+-------+-------+-------+-----+-------2" 600' 29.8 4.50 I t------i--------~f-~------+--~--+-----+------1 l--~..,--'1_12c.." ___ -·---------+-------+------' -----+-------, 3" . >-----+-----+-------+-·-------;------+-------I 4" I SUBTOTAL 4.50 4_,50 TOTAL Pl ESSURE LOSS: 53.4~ i AVAILABLEP ESSURE(PSI :: 75.00 AVAILABLE RESIDUAL PRESSURE: J!1:W:fa\!(li!0%iiii 1------1------+---------'-'--'~-,~n,-,-~.~N ~-~-----• , PRESSURE t------·----····--~ .... -+-------i-------i------+--==--+ Page 1 ~lbCA ~ SU7 /,i (,§I~'{/ I ,,, = ;\\ -'-~~*? ~~{_ J~lo ADEQUATE IRRIGATION NOTES WATER SOURCE 1. 2. 2. STATIC PRESSURES AT RECLAIMED WATER CONNECTIONS ARE CALCULATED WITH A FUTURE PERMANENT 660 FT. HYDRAULIC GRADIENT. HOWEVER. THE RECLAIMED DELIVERY LINES WILL CONNECTED TO A POTABLE SOURCE WITH HYDRAULIC GRADIENT OF 660 FT. AS CALCULATED, PRESENT AND FUTURE STATIC PRESSURES WILL RANGE FROM 87 PSI TO 197 PSI. THIS WATER PRESSURE INFORMATION WAS OBTAINED FROM THE CARLSBAD MUNICIPAL WATER DISTRICT 1996. CALCULATED PRESSURE FOR EACH POINT OF CONNECTIONS ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY WATER PRESSURE BY DIRECT MEASUREMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT AS STATED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE OWNERS' REPRESENTATIVE BEFORE BEGINNING INSTALLATION. IRRIGATION SYSTEM IS DIAGRAMMATIC ANO SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. IF CHANGES ARE NOTED IN THE FIELD THE CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF IRRIGATION EQUIPMENT. CHANGES MADE IN THE FIELD MUST HAVE WRITTEN APPROVAL FROM THE OWNER FOR ADDITIONAL CHARGES TO THE JOB CONTRACTOR SHALL INSTALL THE FOLLOWING UNLESS OTHERWISE NOTED ON THE PLANS: A ALL LATERAL ENO RUNS ARE TO BE 314" s· ALL LATERAL (NON-PRESSURE LINES CONNECTED DIRECTLY DOWNSTREAM OF THE REMOTE CONTROL VALVE) SHALL BE ONE SIZE LARGER THAN THE REMOTE CONTROL VALVE C. MAINLINE END RUNS ARE TO 1-112" CONTRACTOR SHALL INSTALL 6" POP-UP HEADS ALONG FUTURE WALKS ANO CURBS TYPICALLY. NO SHRUB HEADS ON RISER WILL BE ACCEPTED ADJACENT TO FUTURE WALKS AND CURBS .. SEE PLAN . POP-UP HEADS SHALL BE USED WITHIN 10' OF ANY PEDESTRIAN USE. 3. CONTRACTOR SHALL VERIFY LOCATION OF WATER AND ELECTRICAL POINT OF CONNECTION WITH OWNER CONTRACTOR SHALL PULL NECESSARY PERMIT FOR WATER , ELECTRICAL. AND TELEPHONE . VERIFY WITH OWNER 4. SYSTEMS ON THIS PROJECT ARE CONTROLLED BY COMPUTER IRRIGATION CONTROLLERS CAPABLE OF TELEPHONE COMMUNICATION, FLOW SENSING AND SOME HYDRAULIC OR ELECTRICAL DIAGNOSTICS. CONTROLLER LOCATION ARE SHOWN DIAGRAMITICALLY. FINAL LOCATION TO BEE APPROVED BY THE OWNERS REPRESENTATIVE. AL PIPE AND WIRE RUNS INSTALLED UNDER STREET PAVING SHALL BE SLEEVED. SLEEVES SHALL BE SCH 80 PVC. ALL SLEEVES SHALL BE TWO TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE BE SLEEVED (2" MINIMUM) OR SIZED NOTED ON DRAWINGS. CONTRACTOR SHALL COORDINATE LAYING OF PIPE, SLEEVES, AND WIRES TO ENSURE THAT HE HAS ADEQUATE': MEANS OF CONNECTION· SEE PLAN. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR $HALL TAKE SOLE RESPONSIBILITIES FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 6. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLERS FOR OPTIMUM PERFORMANCE AND TO PREVENT O'{ER SPRAY ONTO WALKS, ROADWAY AND /OR BUILDING AS MUCH AS POSSIBLE. 7. 8, CONTRACTOR SHALL INSTALL "RA!NGUARD" AUTOMATIC SHUTOFF FOR IRRIGATION CONTROLLER: MANUFACTURED BY WATl::R CONSERVATION SYSTEMS INC. INSTALL PER MANUFACTURERS RECOMMENDATION. INSTALLATION OF BACKFLOW PREVENTER (REDUQED PRESSURE BACKFLOW PREVENTER) SHALL BE PER STANDARD OWG. NO. PETAIL W;Q DATED AUGUST 1993, C.M.W.D. SEE PLAN IF THE BACKFLOW ASSEMBLY IS TO BE INSTALLED ON A SLOPE WITH A HORIZONTAL TO VERTICAL RATIO OR 4:1 OR GREATER, A TWO FOOT (2') HIGH RETAINING WALL MUST BE BUILT SURROUNDING THE ASSEMBLY ON THREE SIDES WITH THE OPENING ON THE DOWN SIDE OF THE SLOP!a. THERE MUST BE A MINIMUM TWO FOOT (2") HORIZONTAL CLEARANCE BETWEEN THE RETAINING WALL AND THE BACKFLOW ASSEMBLY. ASSEMBLY MUST BE LOCAT!i:D IN AN AREA NOT SUBJECT TO FLOODING. ONLY REDUCED PRESSURE PRINCIPLE BACKFLO~ PREVENTION ASSEMBLIES WHICH HAVE BEEN APPROVED BY THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES ANO CARLSBERG MUNICIPAL WATER DISTRICT WILL BE USED ON THE WATER DISTRICT SERVICE WITHIN THE SERVICE AREAS OF THE CARLSBAD WATER DISTRICT MUNICIPAL WATER DISTRICT 9. IN CASE OF WIRE FAILURE THE CONTRACTOR SHALL INSTALL TWO SPARE CONTROL WIRES FROM THE CONTROLLER TO THE FARTHEST VALVE ON EACH LEG OF THE MAINLINE. THESE WIRES SHALL PASS THROUGH ALL VALVE BOXES ALONG THE MAINLINE ROUTE THESE WIRES SHALL BE A DIFFERENT COLOR FROM THE OTHER CONTROL WIRES AND BE LABELED AS SPARE AT CONTROLLER CABINET. IN THE VALVE BOX OF THE FARTHEST VALVp AND OTHER VALVE BOX. 10. USE OF RECLAIMED WATER REQUIRES THAT ALL PIPE, SLEEVES. SPRINKLER HEADS, REMOTE CONTROL VALVES, QUICK COUPLEIR VALVES AND VALVE BOXES BE IDENTIFIED AS CONTAINING RECLAIMED WATER, ALL INSTALLATIONS SHALL BE ACCORDING TO CARLSBAD RECLAMATION RULES AND REGULATIONS FOR co,~STRUCTION OF RECLAIMED WATER MAINS, OCTOBER 1993. LOCAL CODES AND STANDARDS. ALL PIPE FOR THE INSTALLATION OF SYSTEMS USING RECLAIMED WATER SHALL BE COLORED COOED PURPLE, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF'PLANTING AREAS. "AS BUil T" RCE __ _ EXP. REVIEWED BY: INSPECTOR RANCHO CARRILLO ' ' ' ! DATE ' . DATE ~JJFT~\ Expiration dole; 3131199 Landscape Ard1itcct11rc • Planning La J oil a Ccn lrc II VILLAGE 'R' &.VILLAGE 'Q' PH. 4 ,1 r-----t----t--------------t----+---.-+-----+----t ·.-1,= mKM:0~~~77====::==;::""::~il I APPROVED ,/';:?f Q f J-/7_ 9,.2__ I\ 9255 Townr Ccnlrc Drive, Sui le 340 San Diego, CA 92121·3002 Gl 9 550-1575 • Fax 550-1580 ASSISTANT PLANNING DIRECTOR DA TE ;:;.;;:;:::;;;;;:::===::;--;::==::::::;===:;::;::===;-;::=====:1 t--::0-::.lE:::-+alNl::::11::c.::--1,t------------------+--::-,-:=-+-cc:::--c---+-c~=-+,,-=--I DWN BY: PROJECT NO. DRAWING NO., ~ = OA 1E INITIAL DA 1'£ INITIAL CHKD BY .. E"l'GINEER Cf WORK REVISION DESCRIPTION OlHEl'! APPROVAL aTY APPROV-"l RVWD BY;--~ CT 93-04, 353-2L · CMWD 97-529 'Q' ,..,. ..... , ...... ,..."" ,,.._,.. ~-"' ,- !<T-\ "& • i \ .,, ............... '"" ... " ...... ,. ...... . . ............ , .. ,. ......... , .......... . ........... fi..A.., ~i · ·· ··· I ow: . ...... ························ .6 ()()~ .. :.~:jq~; ... .. ,............... ........................ .. . . . :,;;,;,,;;;,;;.~~~ .... 0W •~:::::J"-······:::::···· ·:·m::·: .. m::·:1·m::·:1·: .. :·::·:1 • .. FIRE SUPPRESSION ZONE . ,, . . •,. '. . ·. ·.. ·., ··,-.. ; /·•,", ·, I ·. ·. . . ·. .;,.-·•,:.:, \ ,,,,. . ~· ./ · .. VV 1 i·,., ~l.' ~ ,. '-"o 0 ' . ''1'Qf:4W{ ,l «I 20 0 ---- GRAPHIC SCALE ,::::J ... , .. ,, . , .. -· ! I 38'f.z.. '1 S<ti,S I § @ Ii I ',,, .. , ... , ... '""---...,..;;;:·_, .. , ...... ~"cc• ~ Expiration date: at:ll ffl Landscape Arc hi tee tu re • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 0 117 ...... ............. ~. ,,,, _.,,, .. ·• . ,, ' /"""' \\l / ~·-t:'AfflfscA ~.,.,~'....-;;:?'P'"-'-C:,/ .~--P-Y£1f. 3()-;, ~~ ,,,~ TH~!;tE• AFll;:A @) 3'1'1,Z. LEGEND I ....... , ................ . .. Comntllntiy fheilie FE:ll)Ce .. .. . ", .. ){:'.' .·.•· ........ ' ..... ·· .. ....... . ..{) .... • , .. Village .Th@ffle· Wall . f . □i::ldoo□ ·ooa·aao··· .............. .. . . ......... , ... •· .. ,/: ... ···'". . .......... · ........ , ... .. , \i\lALLS AND FENC:ES ARE SHOWN •••······•·••••················•• ...... · :fi:~,..,r'~~$.M~J6~~~:g~A~~6~:E:~6 ·--·.•., .. ;,::·.,:;.Y,;tt :: :: ::·7:7"~~~;·•T)'PE·.r;tr v.. v~:!.~.~[~.~.}l,Y;· .. · .• ·••· ········,, ........ ,, ........ . ::. Jf.> -;·.. . ,,__.. .. /' / -··"-... ,,, ; I 212 ."1-J't,O ' / j 4<!2_ ~-i-t //}/ ~ . --r--~ ~ .. ~ --~--.\ ?f~ .... ,·· ./ \ .-~." .. -.~. ,. . ............ .. ·•-... ···~ ,,, .. ,.,.,····•",1, ---. ~.----. __,.,-,,,,......~,,.... -,,_..-"''--"'-.,..... .......... .,..._....,.... ...... . • :" ;,,,,. ,1:,:1·:1:;i,11:ilNll:1111,;i,,!'~l•~ .. J,°'.'~i'-'~~··~.·~~:,r~1dl,i'l1~~~,~~~~;:'.:-··4"--..---~:;~~~L.~,,~~:""''";'i-,,".)~'""··"'"·rw,-···.•······ ;. ,.,,.,,. ··.·.··.••••·· <•:;••.,,·:::: ···::··.••••"·"····.,••··;:···,:---• .... , /h ;"\;:,\it}/:: . . 97-007. IIAS BUil T11 .:.: ' ! " f.. . ' •:\ j ·+ REVIEWED BY: ~·. .. •.. ., .•• , INSPECTOR DATE PLANTING PLAN FOR: ._. RANCHO CARRILLO . VILLAGE 'R' & VILLAGE '.Q' PHASE 4 APPROVED FOR PLANTING 1-----+---+-------------+---+---+-----lf-------l APPROVED: AND IRRJGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL DWN BY:-~~ CHKD BY: __ _ CITY APPROVAL RVWD BY: ~1 \' ~ JL -----------------------------------------------------------------------------...... -.. .i,=-· -J-. N-.--1 2_9_7_2_ j .• .. • \ _._:_. .. _:,:_r·-•;'.::;.,;;::.~-- i i)f_-:_-:i: ' ·•·--·•--, ....... .. :l45,BCO ···r·:••n---7 ' ! ,._'·.,. ·---.-. f_! r·••n, .. ;i ,,, '• . ii /(_\.::, / . . \ ,, • 1 . . i~i:''< < !~~' ... ,;, j ! ' /1·"\ IZ4',i ' : .... ,. ,. :-1,:.-•,,; ". .. . ', f~.Jfof:~14'1-1 ~e. 2-16 . "". -'• ''•-... ! : ,._,,, tr . I I : -. _. .. P.LlfflPt?~>,ibiJ ~~ ;----·--. --!C...._ 'it,e.r: . . ,i :_ . .::-~.---:-. -. • ' ~= ' : ' ' •--········•• .... , . ····--·--·-· .... 4:,:,;~}t?''(J11PUI'-$ ~····· .. :: :: .:·.:: :· .. ,, .... ;: :~ .:· .... _~:7'--: ·;. ::._ ~: : __ . __ ::_,::_:_·_: .-:.-::.,_ ••so., •• ,., ,:·· ··• :·· ......... .., •. , .. , ----, ... ;.:·"·t··j••·· .. , .... ,.,,,--.... ·--' ~·. .. . ' •.... ,,, __ ',·· ~~ ... -...,,."'":_-!'.~ ... · :-..••";.;,' .... • .• '·¾,, -~ ..... \ ' ~ ---- ...._ _ _.,_.......,n----------"' --------- ANCHOi ·•-: ., . --~ ! 40 20 0 40 80 --- CORTES " J __.............~-~ .......... -.............-............ --, @) ,;;02..G, NO LANDSCAPE ELEMENTS OVE:R 30" IN HEIGHT WITHIN ' i I I I LEGEND . ommunity Theme all ■■ ■■■ #ommunity Theme/ /~ence □□~□□□ illage Theme W,~, 00 , 1◊00 illage Fence / / -••·· ........ PL WALLS AND FEN f:S ARE SHOWN I I I SCHEMATICALL !J'FOR REFERENCE I ONLY. ACTUjALrLOCATIONS AND TYPEMAYVAR $LIGHTLY. IIAS BUil T" .... __ , ........... = ,, ---------••••••,u, •• :-<('' ;, ....... , ... ,,,,., ......... . REVIEWED BY, INSPECTOR DATE CARRILLO VILLAGE 'R'. & VILLAGE 'Q' PHASE 4 GRAPHIC SCALE Expiration dat~: 3/31/99 Landscape Architecture • Planning La Jolla Centre II APPROVED FOR PLANTING 1-----+----+--------------t-----+---+-------i--"-----i AND IRRJGATION ONLY, APPROVED: 7 _;;;j ~jl ASSISTANT PL-,, • .,,, G DIRECTOR 7-~ DAT 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 INCLUDING PRECISE LOCATION OF PLANTING 1----'D_A_:TE::___JLl.:.CNI_Tl--=AL'--I AREAS. ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: _ CHKD BY: RVWD BY: ---= I . PROJECT NO. CT 93-04 I DRAWING NO. 353-2L J. N. 12972 • t- • <)') • ,.:... H l i I I j lk.J, I i ,·j I I .:?~, ! -----LL!5'~ ·};;;;;;.;.-=::.:•c.!.,• 1?,A,u=;;..· --+.,4,,,-.,.....i.,.,...+~-,. -·-·-·---··-···-. "" ~ ~~-~~;;;~~:;:~-~ .................. ... ,..,,., .......... , ....... ,...................... ., .. , . .,, : '· .... ,.:: ; . :. ,; .. -.--"-::.:., ..... : .,:~i:,, . ;;:;_,\-:· ~:~°:ii:)::,\\i})i:(i:,\ji{i:);.i::::: ' • .. :·•· •. C • ••· ••• ................ --...... . ........... . !,,,_ • ... ~~-n ... _::i .. il.../...:S:.:,_:.• ... : .. -:;;_-:::.:.i:': ....... '"'i:-'•:;::;"::•~: ·~.·_::,:. ····-···· J1l111~~,; « ; ~~ ii ... ' ' • .. . , . #"~C· . ., --, c:~;-" -: - -~-. ·, '· . ······•,,, .. ,.,,.,,..,.,,,,, .... w w :c (I) -....I :c u . . . .. . • <. 'E"" HE , .. '" ·-+-----+-+------·--------... --------,...---\---- II OVER 30" IN THIS AREA. '. .,.., .:.,.:_::.:_:,·;;.~,:,~,.:_:;,·,·,;:_:.· -:~·\·:.-,::,, ... ~:-'·!'"', •., :,.:;::: ..... •.. > ., ,. ~~OO¥\l\~i.~l~ll;1Jt':~·':':'.'(/ ..... , , .... , 0 2 1w a: j 0 u I -'Z • •' • • • :! ' • • _ ,, , _ , , mnn, ~,., ••••••••-' •• ..... , ....... ••·· -, -', ·' L ..... , ......... ··· .. ·.·.· ...... '.--,.:,,'·.· .. ·.·.·,.· ... · ... !'•,•.· . .-~.'!'"f~.-........ •·!.•:•7!'••······· .. 1·.,,. .......... ,.,_t!<I/ ... ~.~· .. ••• ''.·,.,· ... ·;.,· ... :.',•.,' ... '.-'-,--..>:::/:.·::::;'.~i-·:•······. ~ . n> '"< -~7 . ~ \'1!1>1"M'J/o"'""-~ ,.')' _,:,,:,1,•.:~}}·"·i·;,cl.lsl.".>i., .. ,.l,.I,.": ,.,::t,,,., .. •,\"'•"•:?··<-:',:,;>,~,:~"'~~"':=c":>:«<•:>,• .. ·.-.. ,,.,,.: ,:1:-1::::::1::i::::::lii! e«••:«-: .,-:o~» •~':io,:, : ......................... )'. , .,-.,., ___ _;lr: .f.f .,_ -: __ ~ _,:•-... -....... ,·',:,,.,·./ . * :,.·ii,.:,. ',.! .··,·, ................... __ .. ·-:.,.__ .. • .. /·•·· •~ii.1::; ':· :·:.-.:'.'·/• "· . : : !i''1 i,'1;\ .. '/' 2' ",/ n~, .. ,,, tR ........ ,~~i::=. .. ....... , ..... """"······~ / p,·•' Z.1<,, '\ ·-,., ·-··• .. ,, ... ,:·:.-:··- ·,._ '',·'.:::····•. _ .. ,. .. , ...... , .. :-.,\ t•·••••••-·•••••••u ""\" ··11 \ 'i 40 20 0 40 --- GRAPHIC SCALE :·--. l.'Y ., .. f.-_.,., ... \ \ ,,,'""\, ,,,.,...,_..,,.,w> ,...-,,_..;<. 177 41~.z.. .Expiration date: . 3/31/99 Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Sui le 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANITNG ' AREAS. . ., . ,., Cf-lb.,. DATE INITIAL ENGINEER OF WORK ® 4'f',,S FlBi $U~PJ=iE;S$1Q~ ?ONE ·1·.·. . .. .. ',. REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE • • • • • • • • • I• • . INITIAL CITY APPROVAL · ..• ··• ... , .•..•. . '::: . C9m1nu.~i.ty Thaine' Rene~ : ,,, : . ·.. \, -. -., ·, . ·. •, ', ', ' : ' i . i i:p.ooobb ' \ ' : ',.':', ' . ' · Vilfage Therti~ \w~ll \ ., ·. '· i . \ ' . ' . ' ' ' ·. \ \\ ~\,oq9;0 . \ ·,;·, ·· · •Vlu.~·g·e. ···· ... F.~·t:i·.ce \ ·. ·,. -... \ \ \~~~if:~.l~:~_.,.~.~: •• · ~ WALL$ AND FENCES Ai=iS $8C>WN\ • • . $CHl::f'i!A1:iCALL Y ~ REFERENC/i/ , ... ONLY,···.ACTUAl·iOc'ATiONs'AND ,, if TYPE MAY VAF!Y.SLj4HTL y J. \ \ , : : ''.:j ·. ~, :uo FIR:E.SUPPRESSION"ZONE 3·· .• .,.••····••.... ·•.. •·.. . "AS BUil T" REVIEWED BY: 97-007 INSPECTOR DATE CITY OF CARLSBAD PLANNING DEPARTMENT PLANTING PLAN FOR: RANCHO CARRILLO VILLAGE 'R' & VILLAGE 'Q' PHASE 4 OWN BY: _ PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: CT 93-04 353-2L J. N. 12972 DEPTH OF ROOTBALL • 0 I . "' 2X ROOTBALL RIGID PVC DRAIN PIPE POSITIVELY DRAIN I, DAYLIGHT AT SLOPE ONTO 1/2 CU.FT.GRAVEL. 4 TREE TIES (MINI TWO AT TOP OF' ST AKES OTHERS WHERE NEEDED TO SUPPORT TREE TREE STAKES SET OUTSIDE OF ROOTBALL 4" PERF, PVC DRAIN PIPE TO BOTTOM OF ROOTBALL W/4" PVC DRAIN CAP/CRATE <BLACK> 6" MIN. BASIN F'INISH GRADE MIX 4" PERF, PVC DRAIN PIPE W/4" PVC DRAIN CAP/GRATE CBLACKl 4" PVC CAP/GRATE IN 12'"x12" " PEA GRAVEL FILLED SUMP. WRAP W/SOIL SEPARATOR TO COVER I, FAS TEN TO HOLD. A TREE PLANTING 8c STAKING ON SLOPE NO SCALE =ITT 'ml 1111 2X ROOTBALL PLANTING ON SHRUB SLOPE 1" /FT. 3" MIN BASIN FINISH GRADE I fT 11 =!ll-p~~PAREO BACKFILL MIX 11 -FERTILIZER T ASLETS ROOTBALL-SET CROWN 1" 1180VE FINISH GRADE SLOPE 1"/FT. SLOPE HYDROSEED MIX #1 -r'e!E: U-<S. ftsl-1 Af..fD J.Jll-DL-lfe. ~VIG!= RATE MIN. % BOTANICAL NAME COMMON NAME LBS/ACRE PURE/GERM Alllum praeoox 1 Artemlsla oalifornlca Castilleja (Orthooarpus) exserta (purpurascens) Diplacus puniceus Encelia calllornlca Eriogonum tascioulatum Erlophyllum confertiflorum Eschscholzla californica Hemlzonla fasciculata Lasthenia californlaca Lotus scoparius Lotus purshianus2 · Luplnus blcolor Luplnus succulentus Nassella (Stipa) pulchra Phacelia ramosissima Rhus inlegrlfolla 3 Rhus laurina3 Salvia mellifera Sisyrinchium bellum Common WIid Onion California Sagebrush Owl's Clover Mission Red Monkey Flower Bush Sun Flower California Buckwheat Golden Yarrow Calilornia Poppy Fasicled Tarweed Goldfields Deerweed Spanish Clover Pygmy-leaved Lupine Arroyo Lupine Purple needlegrass Branching Phacelia Lemonade berry Laurel Sumac Black Sage Blue-yed Grass 1.0 3.0 2.0 2.0 4.0 8.0 2.0 3.0 2.0 3.0 6.0 2.0 2.0 2.0 3.0 2.0 1.0 3,0 20 20 TOTAL POUNDS PER ACRE 55.0 1 Subject lo availability, substitute Dichelostemma pulchellum if unavailable. 2Subject to availability, substitute LoIus heermannii ii unavailable. 95/60 15/60 50/50 2/55 40/60 10/65 35/75 98/75 15/30 75/80 40/60 NA 98/80 98/85 70/60 95/85 85/50 95/65 85/50 95175 3These species are not reliably successlul when planted from seed. To enhance potenllal germination, these seeds will be scarified with hot water or in a sufurlc acid soak (for Rhus only) the day prior to seeding. The following materials shall be in the mixes: Mulch -Conweb Fiber 2,200 lbsJacre Binder -Terra Tac 1#3 150 lbs./acre Fertilizer 16·20-0 400 lbs./acre • ? 4 TREE TIES (MIN) TWO Al TOP OF TAKES OTHERS WHERE NEEDED TO SUPPORT TREE TREE STAKES SET OUTSIDE OF ROOTBALL 4" PE:RF. PVC DRAIN PIPE TO BOTTOM OF ROOTBALL W/4" PVC ORAIN CAP/GRATE <BLACK> 6" MIN, BASIN flNISH GRADE DEPTH OF ROOTBALL 111 -F RTft.lZER Tll8LETS PR MIX 0 ' ROOTBALL·SET 1" ABOVE FINISH GRADE SLOPE 1"/FT, 4" PE Rf. PVC DRAIN PIPE W/4" PVC DRAIN CAP/GRATE CBLACK> 2X ROOTBALL ¾" PEA GRAVEL SUMP @ TREE PLANTING 8c STAKING B -------NO SCALE PLANTING DISTANCE SCHEDULE FEET ON CENTER ROW DISTANCE SET BACK 'A' 'B' ..£. 8" 7" 1" 1' -O" 101/f 11" 1' -3" 1 " 1'•0" 1' -6" t'-4'" 1·-011 2' -0" ,. -9" 1' ·6" J' -0" 2· -6 .. 2' ·6" 6'-0'' 5• .. 2 .. 5"-6" B' •D" 6'-11" 71-511 10'·0" 8'·811 9"-6'" 12'·0" 10'·5" 11· -6" 20' ·O" 17·4" 19'·6" PLANTING GRID • • • • • • • • •-;;:;t ••••••• •--"='I-• • • • • • • • • ....... -~ . . . . . . . . ~ • • • • • • • • • • • • • • • • ·"""ut @ GROUNOCOVER PLANTING D1------- NO SCALE COVER CROP MIX BOTANICAL NAME COMMON NAME RATE LBS/ACRE Alyssum Alyssum ·carpet of Snow' 3 Laslhenia Chrysotoma Phacella Camoanularja The following materials shall be in the mixes: ,'Royal Carpet' 3 Dwarf Goldfield$ 0,5 California Bluebells o.s TOTAL POUNDS PER ACRE 7,0 Mulch • Conweb Fiber 2,200 lbs./acre Binder-Terra Tac #3 150 lbs./acre Fertilizer 16-20-0 400 lbs./acre NOTES: MIN. % PURE/GERM 98/80 98/80 50/60 98/75 1 . ALL TREES, UNLESS OTHERWISE NOTED, SHALL NOT CONFLICT WITH PUBLIC UTILITIES ANO SHALL !I e LOCATEO A MINIMUM OF: 3' OUT OF PUBLIC RIGHT-OF-WAY 5' FROM PAVING 7' FROM SEWER LINES i, ALL PLANTING AREAS, UNLESS OTHERWISE NOTED, SHALL INCLUD"' A COVE'1 C'10P MIX IN ADDITION TO THE SPECIFIED PLANT MATERIALS. 3. INSTALL 3" LAVER ORGANIC MULCH IN ALL NON-TURF PLANTING AREAS LESS STEEP THAN 3:1. SUBMIT SAMPLE TO CITY INSPeCTOR FOR APP110VAL PR1011 TO BULK DELIVEl1V TO JOBSITE. PLANT LEGEND SYMBOL ABBREV. BOTANICAL NAME COMMON NAME SIZE REMARKS DETAIL TREES 0 AGO. FLE. AGONIS FLEXUOSA PEPPERMINT TREE 24" BOX HT. 11' MIN. X SP. 5' MIN. B 0 EUC. CIT. EUCALYPTUS CITRIODORA LEMON SCENTED GUM 15GAL HT. 9' MIN. X SP. 3' MIN. A 0 EUC. FIC. EUCALYPTUS FICIFOLIA RED FLOWERING GUM 24" BOX HT. 12' MIN. X SP. 4' MIN. B 0 EUC. NIC. EUCALYPTUS NICHOLi! NICHOL'S WILLOW-15 GAL HT. 9' MIN. X SP. 3' MIN. A LEAFED PEPPERMINT 0 JAC. ACU. JACARANDA ACUTIFOLIA JACARANDA 24"BOX HT. 11' MIN. X SP. 5' MIN. B 0 LYO, FLO. L YONOTHAMUS FLORIBUNDUS CATALINA IRONWOOD 15 GAL HT. 7' MIN. X SP. 3' MIN. A 0 PIN. TOR. PINUS TORREY ANA TORREY PINE 15 GAL HT. 7' MIN. X SP. 3' MIN. A 0 PLA. RAC. PLATANUS RACEMOSA CALIFORNIA SYCAMORE 15 GAL HT. 9' MIN. X SP. 3' MIN. A 8 PRU. ILL PRUNUS ILLICIFOUA HOLLY LEAF CHERRY 15GAL HT. 7' MIN. X SP. 4' MIN. A ® QUE. AGR. QUERCUS AGRIFOUA COAST LIVE OAK 15 GAL. HT. 8' MIN. X SP. 3' MIN, A 0 SCH. MOL. SCHINUS MOLLE CALIFORNIA PEPPER 15 GAL HT. 11' MIN. X SP. 5' MIN. A 0 SAM. MEX, SAMBUCUS MEXICANA MEXICAN ELDERBERRY 15 GAL HT. 8' MIN. X SP. 3' MIN. A 0 TRI. CON. TRISTANIA CONFERTA BRISBANE BOX 15GAL. HT. 8' MIN. X SP, 3' MIN. A SHB!.!l;!S 0 ARC. DEN. ARCTOSTAPHYLOS DENSIFLORA MANZANITA 1 GAL. FULL, BUSHY, C 'H.M.' 'HOWARD MCMINN' GOOD COLOR (1) CEA. GAL CEANOTHUS GRISEUS WILD LILAC 1 GAL. FULL, BUSHY, C 'S.A.' 'SANTA ANA' GOOD COLOR 0 COT. PAR. COTONEASTER PARNEYI COTONEASTER 1 GAL FULL, BUSHY, C GOOD COLOR 0 HET. ARB. HETEROMELES ARBUTIFOLIA TOYON 1 GAL FULL, BUSHY, C GOOD COLOR NER. OLE. NERIUM OLEANDER OLEANDER 1 GAL FULL, BUSHY, C GOOD COLOR 0 NER. OLE. 'PP' NERIUM OLEANDER DWARF OLEANDER 5GAL. FULL, BUSHY, C 'PETITE PINK' GOOD COLOR e PIT. TOB. 'V.' PITTOSPORUM TOBIRA MOCK ORANGE TOBIRA 5GAL FULL, BUSHY, C 'VARI EGA TA' GOOD COLOR ~ RIB. SPE. RISES SPECIOSUM FUSCHIA FLOWERING 1 GAL. FULL, BUSHY, C GOOSEBERRY GOOD COLOR © ROS. CAL. ROSA CALIFORNICA CAUFORIA WILD ROSE 1 GAL. FULL, BUSHY, C GROUNDCOVERS BAG. PIL'T.P.' DEL ALB. GAZ. SPL. BACCHARIS PILULARIS 'TWIN PEAKS' DELOSPERMUM ALBA (40%) GAZANIA SPLENDENS (60%) 'MUL Tl-COLOR' HYDROSEED MIX NO. 1 COYOTE BRUSH WHITE TRAILING ICEPLANT TRAILING GAZANIA ~~ '~ ¢'A{/. : '"-'7/q~,. ll APPROVED FLATS PLANT @ 12" 0.C. D FLATS PLANT @ 18" O.C. D FLATS PLANT@ 18" O.C. D # 97-007 . "AS BUILT" FOR PLANTING '¼k. -·· _/4~ ,/'/, ~""' r OF CA\.\\ AND IRRIGATION ONLY. INCLUDING PRECISE DATE RL /\ EXP, Expiration date: 3/31/R9 ~ Lendscap& Archlleolura • Plannlna LOCATION OF' PLANTING REVIEWED BY: • La Jolla Cantre II AREAS !1255 Towne Contre Drlvo•, Su Ile 040 Sen DI~~ Cj\ tJl!lli!l·llOOI! INSPECTOR DATE ""-\ &1~.000.10 • rax M0.1680 Or] CITY OF CARLSBAD SftEETS IB lo PLANNING 0EPARTl,£NT PLANTING DETAILS & LEGEND FOR: RANCHO CARRILLO· VILLAGE 'R' & VILLAGE 'Q' PH. 4 APPROVED /__,....--:""/4 7-ll-f.7 TO/ "T_.Y ASSISTANT PLANNING DIRECTOR DATE' OWN BY: PROJECT NO, DRAWING NO, DATE INITIAL DATE INITIAL DATE INITIAL CHKD Br: CT 93-04 353-2L ENGINEER OF W(llK REVISION DESCRIPTION ornrn APPROVAL CITY APPROVAL RVW0 BY: L_ _________________________________ ~ _______________ ...;.__ ___________________________________ ___. ii ~ ~ ·-... . .. . ' . . . . ' • t, . .. .. ·•: . . ' . • ' . '·-.. ,• .. ··. : ' .. .. '. ~ . ... .. . ., . ~ LANDSCAPING PART I • GENERAL 1. 1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION ANO THE CONTRACT FOR THIS WORK ANO APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SUMMARY: 1 .3 1.4 1.5 1. B THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION ANO EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. • 1 BELATED WORK; IRRIGATION SECTION 02441 SUBMITTAL$: UPON BEING AWARDED THE PROJECT, CONTRACTOR SHALL SUBMIT A LIST OF SOIL AMENDMENTS, FERTILIZERS, PLANT MATERIALS, AND SEEDS WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT. GUARANTEES AND REPLACEMENTS: • 1 SHRUBS, GROUNDCOVERS, ANO HYDROSEEO SHALL BE GUARANTEED TO REMAIN HEAL THY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR NINETY (90) DAYS, WHICHEVER COMES FIRST. .2 ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEALTHY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE Of PROJECT. IF TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY AS STATED A00VE. • 3 ALL PLANTS FOUND TO BE DEAD ANO ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN TH!! GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (14) DAYS. .4 PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO OWNER. OBSERVATION: • 1 oeSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE ARCHITECT AND CITY INSPECTOR. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIME , OBSERVATION IS REQUIRED. • 2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: A. B. c. D, E, F, G. H. I. J. K. PRE-CONSTRUCTION MEETING. APPROVAL OF SOIL TESTING LAB AND SOIL TEST RECOMMENDATIONS. INCORPORATION OF SOIL CONDITIONERS ANO FERTILIZERS INTO THE SOIL. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. APPROVAL OF PLANT MATERIALS. WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. ORIENTING SPECIFIED TREES. VERIFICATION OF FINISH GRADES. APPLICATION OF PRE-EMERGENT HERBICIDE. PRE-MAINTENANCE OBSERVATION. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WOFIK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. K. FINAL OBSERVATION TO BE HELD AT THE COMPLETION OF THE MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE ONE-YEAR GUARANTEE OF ALL TREES. • 3 ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING, (1) WHETHER THE WORK IS ACCEPTABLE; AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. .4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH OBSERVATION. MAINTENANCE: .1 .2 • 3 .4 • 5 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK ON THIS PROJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND · -SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALENDAR DAYS. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS INSTALLED. PLANTS SHALL SE KliPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, EDGING, FERTILIZ'"G, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND ANY OTHER NECESSARY _OPERATION OF MAINTENANCE. LANOSCAPE AREAS SHALL SE KEP'f FREE OF WEEDS, NOXIOUS GRASS, AND ALL OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS. FERTILIZER (COMMERCIAL): 7.9.4 WITH CHELATED MINERALS SHALL BE APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 30 DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, ANO EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY, SOIL TEST MAY REDUCE APPLICATION RATE. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL SE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UN-ESTABLISHED NON-COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO 1. 7 1.8 1. 9 CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. . • 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. LAYOUT OF WORK: THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION ANO THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEER DRAWINGS . GENERAL REQUIREMENTS: .1 THE TERM "PLANTING AREA" SHALL MEA,N ALL AREAS TO BE· PLANTED WITH TREES, SHRUBS, GROUNDCOVERS AND SEED. .2 • 3 .4 • 5 • 6 .7 .a .9 .10 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER ANO SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. ALL ROCKS 1• OR LARGER, AND OTHER GROWTH OR OEBRIS ACCUMULATED DURING THE OURATION OF THE PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING, PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE ANO TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LIN!iS AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL ARRANGE Fon THE RELOCATION OF ONE OR THE OTH!iR. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY ANO ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE 00TAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD R!:ACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. ALL SCALED DIMENSIONS ARE APPROX!MATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS ANO/OR SPECIFICATIONS AND ACTUAL CONDITIONS • QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, ANO ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING AND GRADING OPERATIONS. SPECIMEN TREE SELECTION; A. ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLED OUT ON DRAWINGS 15-GALLON ANO LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION . B. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. C. THE CONTRACTOR AT HIS OPTION ANO AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES 24" eox SIZE AND LARGER TAGGED AT THE NURSERY AND/OR AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS. REJECTION ANO SUBSTJTUTJON: A. ALL PLANTS NOT CONFORMING TO THE REOUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THl': SITE OF THE WORK ANO REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL Afl''!'LICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN ANO/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT, • 11 UIJLIIIES A. ., ., ALL UTILITIES (WATER AND ELECTRl(!ITY) USED DURING THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE CONTRACTOR. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES. INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: .1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE-MAINTENANCE INSPECTION, THE ARC:-flTECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REOUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. IF TH!: MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. • 2 UPON OE LIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. • 3 RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE REPRESENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN BY THE CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN THE PRESENCE OF THE CONTRACTOR,-SHALL INDICATE ON THE PLANTING PLAN WHERE SOIL SAMPLES SHALL BE TAKEN, CONTRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY WHICH HAS BEEN PREVIOUSLY APPROVED BY THE CITY. SOIL TEST SHALL CONSIST OF SOIL FERTILITY AND AGRICULTURAL SUITABILITY CONFORMING TO THE METHODS OF THE UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION AND USDA ALONG WITH RECOMMENDATION FOR CORRECTING ANY DEFICIENCY IN THE SOIL CITY INSPECTOR MUST APPROVE SOIL TEST RESULTS AND RECOMMENDATIONS PRIOR TO SITE DELIVERY OF AMENDMENTS. , .4 . 5 A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR, AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL BE TAKEN BY ARCHITECT AND SUBMITTED TO TtlE SOIL LABORATORY FOR TESTING OF EGE AND PH. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. PART 2 • PRODUCTS 2. 1 SOIL AMENDMENT AND FERTILIZER: . 1 • 2 .3 .4 • 5 .6 • 7 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INORGANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5.5 TO 6.5, SALINITY OF 3,0, ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90%, NON•IONIC WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.5%. (LOAMEX, WIL-GRO, LIFE FOREST HUMUS). GYPSUM SHALL BE A COMMERClALLY PROCESS:ED AND PACKAGED GYPSUM (CASO 2H~O) WITH MINIMUM 80% GRADE CONTAINING 14% COMBINED SULFUR. IRON SULFATE (EXPRESSED AS METALLIC) 19% Of QUALITY APPROVED BY ARCHITECT. SULPHUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED 0Y ARCHITECT. FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITA0LE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABL!i PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 6.0% 20.0% 20.0% MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, l"REE• FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POlASH 21.0% 0.0% 0.0% MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE- FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 16.0% 20.0% 0.0% MINIMUM MINIMUM MINIMUM • 8 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE-FLOWING, SUITABLE FOR APPLICATION WITtl APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 7.0% 9.0% 4.0% MINIMUM MINIMUM MINIMUM • 9 PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 20.0% 10.0% 5.0% MINIMUM MINIMUM MINIMUM • 1 0 SOIL ENHANCER SHALL BE SARVON. 2. 2 PLANTING BACKFILL: BACKFILL SHALL BE PER SOIL TEST RECOMMENDATIONS. PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTUR'E OF EXISTING SITE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE: SOIL CONDITIONER SITE SOIL IRON SULFATE GYPSUM 2.3 STAKING MATERIALS: 1/3 CU. YD. 2/3 CU. YD. 1 LB./PER CU. YD. OF MIX 10 LBSJPER CU. YO. OF MIX STAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. 2.4 PLANT MATERIALS: , 1 NOMENCLATURE: THE BOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "AN ANNOTATED CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA, OREGON, AND WASHINGTON", PUBLICATION NO. 4091, PRINTED 1979 AND "AN ANNOTATED CHECKLIST OF ORNAMENTAL PLANS OF COASTAL SOUTHERN CALIFORNIA", PUBLICATION NO. 3276, PRINTED 1982, BOTH PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES. SEE LIST OF PLANT MATERIAL ON DRAWINGS. .2 QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK, THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS, AND MEET OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT. .3 .4 .5 .8 .7 .8 .9 • 1 0 • 11 • 12 .13 .14 CONTAINER STOCK (1-GALLON, 5-GALLON, 15-GALLON, AND BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINED PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLf> SHALL BE PLANTED. PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. PLANTS SHALL BE SUBJECT TO INSPECTION, AND APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. . REjECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATEL ~ SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT Sl:ZE, VARIETY AND COST. ALL SUBSTITUTIONS ARE SUBJECT TO ARCHITECT'S WRITTEN APPROVAL AS WELL AS THE CITY INSPECTOR'S APPROVAL • QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, ANO IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT • THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT. HYDRO-SEED MIX AND MATERIALS SHALL BE AS CALLED OUT ON DRAWINGS. GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTINGS GROWN IN FLATS UNTIL TRANSPLANTING. PRE-EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR EQUAL. WEED ERADICATION SPRAY SHALL BE ROUNDUP. PART 3 • EXECUIJON 3. 1 3.2 3.3 SITE PREPARATION AND WEED ABATEMENT: .1 GRUB AND CLEAN PLANTING AREA, REMOVING DEBRIS ANO ROCK AND ERADICATING WEEDS. .2 WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEED ABATEMENT • 1 .2 '3 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS, ROCKS AND EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA(WHICH AROSE DURING THE INSTALLATION OF THE IRRIGATION SYSTEM), APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21-0-0 PER ACRE. WATER ALL AREAS EVERY DAY FOR TWENTY-ONE (21) CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS AND SPRAY NON-SELECTIVE HERBICIDE "ROUNDUP' TO ERADICATE THE GERMINATED WEEDS . HERBICIDE A'f')..l(.l!...1"c,f'-SHALL BE LICENSED BY THE STATE OF CALIFORNIA. TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7- 10 DAYS. RAKE AND HAUL OFF ALL DEAD WEEDS TO 1/2 INCH BELOW THE SURFACE OF THE SOIL. IF PERENNIAL WEEDS OR GRASSES STILL EXIST, RE-WATER EVERY DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH APPEARS. RE•APPLY A NON-SELECTIVE HERBICIDE, REMOVE WEEDS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO KILL. SOIL CONDITIONING, FERTILIZING AND ROTOTILLING: • 1 FOR AREAS LESS STEEP THAN 2:1: AFTER THE AREAS HAVE BEEN DEEP-RIPPED. THE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS ANO SHALL BE THOROUGllLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF TWO ALTERNATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL. THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE ARCHITECT. A. SOIL CONDITIONER SOIL SULPHUR IRON SULFATE GYPSUM 5 CU. YO. PER 1,000 SQ. FT. 10 LBS. PER 1,000 SO. FT. 20 LBS. PER 1,000 SQ. FT. 250 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" ACE ____ EXP. ____ _ REV1EWED BY: INSPECTOR DATE ('\Ulll:i,~ --~~ 11 sul('.~. f:,,,:,.w_[) ~ CITY OF CARLSBAD ~ _ r -lIL._J PLANNING DEPARTMENT LJg3_j c..-: J ,r) l'hl 1---+---t--------------------f-----j'---i----t---t ~===-==================:::; 1~ y""' • LANDSCAPE SPECIFICATIONS F.OA: piJ!'al\{l"U y .,. " 1,12? f,t;,'7 1 '-<J ;,-_ ua ro g.,, II JJl'c~ RANCHO CARRILLO , VILLAGE 'R' & VILLAGE 'Q' PH. 4 I\ Expiration date: :313,199Af> ::--:::P:::R::O;-;VE:-=D~~~~:!":~:::-::!~~:':;;;==-------'-7-__,_-/7-9 J Land~capc Archilr.clurc • l'lannl11g ASSISTANT PlANNING DIRECTOR DAlE La Julia Cc11trc II 9255 Town~ Ccnlrc Drive, Snilc 340 DATE ltlTIM. DATE IHl11f.L DATE IHl11f.L UWN BY: ---I PROJECT NO. I DRAWING NO. SanlJiq:11,CA '12121·3002 ~-or-K REVISION DESCRIPTION 0THER.v'PR0VAL t1TYAPPft0VAI. = ~r---. CT93~04 . .'353-2"L, r, I 'I 5:-0-1575 • L1' 550-I :,HO L=:::...::..:=l-----=-~:.=.~-=-=~:.:.:.::...:.:.:. ___ '--__ 1::'.'.:~::::~::..1..:::.:.:..::::::.:::..1..:::::::;::::;:;::::;:;::~::;:;::::;::;::::::::::::::::~=====:!J ' .. .. j I 3.4 3.5 lA ME:M llUEF'AINT .2 .3 B. FERTILIZER (COMMERCIAL): 6·20•20 SHALL BE APPLIED AT THE RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. C. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. FOR AREAS 2:1 AND STEEPER: AFTER THE AREAS HAVE BEEN ERADICATED OF WEEDS AND FINISHED GRADED, THE FOLLOWING RATES OF SOIL CONDITIONING MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS, NO SCARIFYING OR ROTOTILLING SHALL BE REQUIRED. A. GYPSUM SOIL SULPHUR IRON SULFATE 250 LBS. PER 1,000 SQ. FT. 10 LBS. PER 1,000 SQ. FT. 20 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. $ARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS· SHALL BE COVERED. DEEP WATER LEACHING; A. AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION SYSTEM AND APPLICATION OF SOIL CONDITIONING, ALL AREAS SHALL BE DEEP WATER L!ACHED AND COMPACTED AND SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM OF SIX INCHES OF WATER. B. AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES SHALL BE TAKEN BY ARCHITECT ANO SUBMITTED TO SOIL LABORATORY FOR TESTING. SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS: c. ECE • MAXIMUM 3.0 X 10.3 PH • MAXIMUM 7.5 A PERCENT OF ORGANIC MATTER SOIL TEST AFTER LEACHING MAY BE REQUIRED BY ARCHITECT. RE-APPLICATION OF SOIL AMENDMENT AND LEACHING OPERATION SHALL BE REPEATED BY CONTRACTOR IF TESTS SHOW A NEGATIVE RESULT. EXPENSE OF TEST, RE• APPLICATION OF A SOIL AMl:NDMENT AND LEACHING OPERATION SHALL BE BORNE BY CONTRACTOR. D. DEEP WATER Ll:ACHING SHALL BE DONE PRIOR TO THE APPLICATION OF TliE COMMERCIAL FERTILIZER 6-20.:w. E. NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS BEEN GIVEN BY THE ARCHITECT IN WRITING AS WELL AS THE CITY INSPECTOR. F, CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR $LUFFING OF SOILS. G. ALL DEPRESSIONS, VOIDS, EROSION SCARS, ANO SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE. FINISH GRADING: . t FINISH GRADES SHALL BE AS INDICATED ON CIVIL ENGINEER'S DRAWINGS. .2 .3 .4 FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER• COMPACTED AND SETTLED SURFACE GRADES AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS ANO GRADE LINES INDICATED ON THE CIVIL ENGINEER'S DRAWING. UNLESS OTHERWISE NOTED, FINISH GRADE SHALL BE 2" BELOW ADJACENT FINISH PAVING SURFACES IN GROUNDCOVER AREAS AND 1" BELOW IN LAWN AREAS. FINISH GRADES SHALL BE MEASURED AT THE TOP SURFACE Of SURFACE MATERIALS. MOLDING ANO ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. • 5 ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING, AND ALL OTHER OPERATIONS, SHALL BE LEVELED AND FLOATED OUT BEfORe PLANTING OPERATIONS ARE INITIATED, .6 THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT ANO AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING GRADING AND CONDITIONING OPERATIONS. • 7 FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, ANO TOWARD ROADWAYS, DRAINS, AND CATCH BASINS. • 8 FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. • 9 PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN TWO (2) PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. PLANTING: . 1 .2 THE LAYOUT OF LOCATIONS FOR PLANTS ANO OUTLINES OF GROUNDCOVER TO BE PLANTED SHALL BE APPROVED ON THE SITE BY THE ARCHITECT, PRIOR TO THEIR PLANTING. ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE PLANTING MAY BE SELECTED BY THE ARCHITECT. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PLANTING TREES. AND SHAUBs; A. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE, IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. .3 .4 B. c. o. E. F. G. H. I. J. K. L, M • N. 0. P. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF All ACCEPTABLI: 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 STACKeo PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, AND EIEDS. EXCESS SOIL GENERATeo FROM THE PLANTING HOLES SHALL BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT. PLANTS IN CONTAINERS SHALL BE OPENED BY CUTTING VERTICALLY ON OPPOSITE SIDES OF EACH CONTAINER WITH NURSERY CAN OPENERS, TIN SNIPS, OR OTHER APPROVED INSTRUMENTS FOR THIS PURPOSE. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREA OR FROM THE SITE DAILY. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED CONDITIONER AND SOIL PLANTING BACKFILL. NO PLANT EXCEPT GROUNDCOVER SHALL BE PLANTED WITHIN THREE (3) FEET OF SPRINKLER HEADS. NO TREE SHALL BE PLANTED WITHIN SIX (6) FEET OF SPRINKLER HEADS. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON UNDISTURBED GRADE, SO THAT THE CROWNS OF THE ROOT BALLS ARE 1° ABOVE SURROUNDING FINISH GRADE. AFTER SETTING THE PLANTS, THE REMAINING BACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND SETTLED AROUND EACH ROOT BALL TO FILL ALL VOIDS. EACH TREE AND SHRUB SHALL BE PLACED IN THE Cl:NTER OF THE Hole ANO SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH ROOT BALL. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE, LOCATED AS PER MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING RATES: GRAM TABLET GRAM TABLET GRAM TABLETS GRAM TABLETS GRAM TABLET PER LINER AND FLAT SIZE PLANT. PER 1-GALLON CONTAINER. PER 5-GALLON CONTAINER. PER 15-GALLON CONTAINER. PER EACH 3• OF BOX Size. NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION. ALL PLANTS S,HALL BE THOROUGHLY WATlc:!\E_D IN TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED WITH TWO LODGE POLE STAKES, DRIVEN INTO THE GROUND ON THE SIDES OF THE TREE PERPENDICULAR TO THE PREVAILING WINDS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOT BALL. TREE TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE 8'5 WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THE DIAMETER OF THE TREE AND BY TACKING THE BACK OF THE TIE TO THE STAKE. (SEE DETAILED DRAWINGS.) THE STAKING AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO INSURE THE PROPER ANO HEALTHY GROWTH AND SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS, AND VINES. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS OVER 3/4 INCH IN DIAMETER SHALL BE PAINTED WITH APPROVED TREE SEALAN~ ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED ANO PLANTED WITH A CRANE. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE llOLE • PLANTING GROUNDQOVERS; A. GROUNDCOVERS SHALL BE PLANTED IN THE ARl!AS INDICATED ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. 8. ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLeo OUT ON TtiE DRAWINGS. C. THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFI· CIENTLY DEEP TO COVER ALL ROOTS AND A PLANTING TABLET SHALL BE PLACED IN-EACH PLANTING HOLE, AS PER MANUFACTURER'S SPECIFICATIONS, AND SHALL BE IMMEDI• ATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THI: FULL DEPTH OF ALL THE HOLES. D. THE GROUNDCOVER PLANTING AREA SHALL BE HAND· SMOOTHeo AFTl".R PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADEL E. GROUNDCOVER SHALL BE PLANTED WITHIN 12' OF MAIN PLANT STEM WHERE SHRUBS ANO TREES ARE PLANTED. HYDRO-SEEDING SHRUBS, TREES AND GROUNDQOVERS; A. HYDRO·SEl:!D SHALL BE APPLIED IN THE AREAS INDICATED ON THE DRAWINGS AND AS CALLED FOR PER MIX, B. HYDRO-SEEDING EQUIPMENT: HYDRAULIC EQUIPMENT USED FO~ THE APPLICATION OF FERTILIZER, SEED, AND SLURRY OF PREPARED WOOD PULP OR FIBER SHALL BE OF THE "SUPER HYDROSEEDER" TYPE AS APPROVED BY THE ARCHITECT. THIS EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND, AND HOMOGENEOUSLY MIX A SLURRY CONTAINING 1,200 POUNDS OF MULCH AND SEED. THE SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL PROVIDE EVEN DISTRIBUTION OF THE SLURRY. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1,350 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT WHICH WILL PLACE TllE SLURRY TANK AND SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SPRAYED SO AS TO PROVIDE UNIFORM DISTRIBUTION WITHOUT WASTE. r /\ 3.6 3.7 c. D. E. APPLICATION METHOD: USING THE WOOD PULP AS A GUIDE, THE EQUIPMENT OPERATOR SHALL SPRAY THE SOIL WITH A UNIFORM VISIBLE COAT OF SLURRY. THE SLURRY SHALL BE APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM, SO AS TO FALL LIKE RAIN ALLOWING THE WOOD FIBERS TO BUILD UPON EACH OTHER, UNTIL A COMPLETE, EVEN COVERAGE COAT IS ACHIEVED. HYDRO-SEEDED AREAS SHALL BE KEPT MOIST AT ALL TIMES 20 • 24 DAYS AFTER PLANTING OR UNTIL THE NEW GROWTH OF THE PLANTS IS SUFFICIENTLY WELL-ESTABLISHED AS PER ARCHITECT'S APPROVAL. HYDRO-SEEDED AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTHER USE IMMEDIATELY AFTER HYDRO· SEEDING IS COMPLETED BY PLACING WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND THE AREAS. F. RE-HYDRO-SEEDING OF BARE AREAS SHALL ee DONE THIRTY (30) DAYS AFTER INITIAL APPLICATION. HERBICIDE APPLICATION: PRE-EMERGENT HERBICIDE SHALL BE APPLl'ED TO GROUNDCOVER AREAS ONLY, AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY IN LAWN OR HYDROSEED AREAS. ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION. CLEAN UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO PLANTINGS. APPROVED FOR PLANTING -· AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ... ; II AS BUil T" RCE __ _ EXP. PATE REVIE'wEO BY: INSPECTOR DATE --------------_ -----------::::1 =· ~I ==c=rT:::::::::rLA=N=~=INF=G=OE=~AR=AR=TM=l=N.sT=B==A=n:::'..:I==~=-~I LANDSCAPE SPECIFICATIONS FOR: Expiration date: 3/31/99 .-. Landscape Archilcchue • l'lannlng La Jolla Centre II 9255 Towll<' Ccnlrc Drive, Suilc 340 S.111 Dici;o, CA 92121-3002 61? 550-1575 • l'.u 550-ISRO DA TE · IHITIAL ENGINEER Of' WORK REVISION DESCRIPTION DATE INITIAL DATE INllW. OlHER N'l'ROVAL aTY APPftOV>L RANCHO CARRILLO VILLAGE 'R' & VJ'LLAGE 'Q'_ PH. 4 UWN BY: ---I PROJECT NO. I DRA'MNC NO. CHKD BY: CT 93~04 · 353-2L· RV'M> BY: _ • . . . . ' .. • , I • ,,. .. It:::-~ ' '!IC> \ ~ ' .. ('.· .. ~