Loading...
HomeMy WebLinkAboutDWG 350-7L; CT 93-04; RANCHO CARRILLO VILLAGE Q PHASE 2-RECLAIMED WATER; 01-19* R[CLAJ.~ED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES & REGULATIONS F.OR CONSTRUCTION OFRECLAIM[D WATER MAINS" DATED OCTOBER, 1993. 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECLAIMED WATER, BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, l'LAYGROUNDS, SAND TOT LOTS. ETC. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSILBE PONDING, RUN-OFF, OVERSPRAY AND MISTING. -l. HOSE BIElS ARE STRICTLY PROHIBITED. !5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE Wt,TER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL W~.TER DISTRICT. 7. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAIL WATER DISTRICT'S RULES AND REGULATIONS. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:0Q P.M. AND 6=00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATIOI< COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISORY PERSONNEL. 0N6t1E}. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. l'i"fi•pe;s,f#IIRW USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION. IS STRICTLY PROHIBITED. 11 IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER SPRAYING ON SIDEWALKS, STREETS AND NOlll-lll!l!,181~ USE AREAS. 12, RECLAIMED WATER QUICK COUPLING VALVES SHALL. BE OF A TYPE DESIGNED FOR USE ON RECL.l>JMED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGABLE WITH POTABLE WATER QUICK COUPLER SPIKESl PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MU~JICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECLAIMED WATER". COLOR-CODED <PURPLE) AND LAID WITH WARING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CITY OF Ct,.Rt..SBAO MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL F'OTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD TrlE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE ANO RECLAIMED WATER LINE CROSS, THE RECLAIMEOI.INE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 F'OOT HORIZONTAL SEPARATION BETWEEN POTl>.BLE WATER ANO RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POT ABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST 13( MAINT AIN[D AT ALL TIMES. 19. 20. llEVU.OPLIUCONTRACTOR SHALL CONDUCT A CROSS-CONNECTION H.ST AN!l A COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO ANY USE OF RECLAIMED WATER. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS <SPIKES NOT INTERCHANGEABLE WIH·I POTABLE WATER QUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTAC~IED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO, 7645, HUNTER NO. H'✓lOOA·RL -NP OR APPROVED EQUAL. 21. ~ ANHUN-CROSS-INSPECTION SHALL BE DONE SY EITHER TrlE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT ANO/OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL.TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING P.~RTY. * 22. DEVELOPER SHALL SHOW THE LOCATIONS OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. * 23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTlmJ AND THE SPECIFIC REQUIRDAENTS OF A RECLAIMED WATER SYSTEM COPIES OF THE' DESIGNATION WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPIIIHMENT OF ENVIRONMENTAL HEAL TH AND THE CARLSBAD MUNICIPAL WATEI< DISTRICT, . 'P"-"t'!';~ IN CASE OF EMERGENCY CONi ACT ...._._ ·'D;',,~ I-&',,_ .... AF T[R HOURS CONTACT 24. SHOW ALL f'Ul31-JC.. ,',I-It:> .:;AJ!'.~ "1UHICJfll>..!.... ...tA"!W-Dl:$f]'?.l"-T fRIV~ WA~ L.JNE:S ON 'Tl-le ~, 25. ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES <SPRINKLER HEADS, VALVE BOXES. ETC,l SHALL BE COLOR·CODED PURPLE PER AWWA GUIDELINES AND SECTION 4049.54 OF THE CALIFORNIA HEAL TH ANO SAFETY CODE. * ITEMS NO'S 8, 19 ANO 23 SHALL BE REOUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS I.P BUT THE SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE: OF RECLAl~1ED WATER. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASII. Y VISIBLE. PLACE ON A 81/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. i r BLACK LOGO ~ PURPLE BACKGROUND I 36" 1" BLACK LETTERS WARNI G RECLAIMED WATER DO NOT DRINK R CLAIMED WATER 12" X 36" SIZE .016 ALUMINUM'r.060 ABS PLASTIC OR S ICK·ON VINYL SIGNS. AVISO -AGUA IMPURA N TOMAR 1" BLACK LETTERS '-----2" BLACK LETTERS RECl_AIMED WATER SYSTEM (PRIVATE) R #21 (EXISTING) AT ROAD STATION 40+50 CARRILLO WAY 111111111 VILLAGE 'Q'- GUIOELINE5 FOR RECLAIMED WATER USE I. lf<HIGATE HE:TWITN THE: HOURS OF 1Q,(IO P.M. ANI) 5:00 A.M. ONLY. W.~TEHING OUTSIO[ 2. .3. 4. ·r HIS TIME Fl<AME MUST BE DONE M,~NUALI.. Y WITH OU,~I.IFIED SUP[H\/ISORY P[ w;rnmEL ONSIT[. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATT[NDED DURING USE OUTSIDE THE NORMAL SCHE:ClULE. IRRIGATE ll>J A MANNER THAT WILL MINIMIZE RUN-OFF, f'OOLING AND PONDING. THE APPLICATION RAfE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST ElE ADJUSTED SO AS TO BE COMl'ATIBLE WITH THE LOWEST SOIL INFILTRATION l<ATE PRESENT. THIS F'ROCEDURE MAY BE FACILITATED ElY THE EFFICIENT SCHl:DULING OF THE AUTOMATIC CONTl<OL CLOCKS. I.E , EMl"LOYING THE RE:f'[AT FUNCTION TO I3REAK UP THE' TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMEf< FOR EXAMPLE. POOL DECKS, PF(IVATE PATIOS, PRIVAfE LOTS, STREETS AND SIDEWAI .. KS. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. I3~:0KEN SPRINKLER HEADS, LEAKS. UNRELl,l>.BLE VALVES. ETC., SHOULD BE flEPAIRED AS SOON AS THEY BECOME APPAl~ENT. 5, EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED Wt,T[R. PERSONNEL MUST ElE INFORMED THAT RECLAIMED WATER IN MEANT l'OR if~RIGATION PURPOSES ONLY, ANO IS NOT APPROVED FOR DRINKING PURPOSES, HAND OR TOOc WASHING; AND E:TC GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES lr-J THE LANDSCAf'ING INDUSTfsY, IT IS IMPOfnANT THIS IMFORMATION BE DISS[MINATED OJ.I AH ALMOST DAILY BASIS. IT IS YOU, THE l.ANDSCAl'E CONTRACTOR WHO IS RfSl'ONSIBl.E FOR EDUCATING EACH AND EVERY ONE OF YOUR El~i0 LOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES ANO MODIFICATIONS TO AN'( PRIVAT[ ONSITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APf"ROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS 7. t,LL Rl:CLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE T1,GG[I) WITH .3" X 4" ID[NTIFICATION TAGS. A. TAGS Sl,ALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER • DO NOT DRINK" IMPl'/INTEO ON Ol·!E SIDE. AND "AVIS() ·· AGUA IMPI.JRA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE P[RMANENT AND BLACK IN COLOR. USE TAGS AS M•,NUFACTURED BY T. CHRISTY E:NTERPRISES 01< APPROVED EQUAL B. ONE TAG SHALL. BE ATTACHED TO EACH VALVE AS F"OLLOWS= 1. ATT~.CH TO VALVE STEM Olf{ECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAI' OR 3. ATTACH TO VAL VE COVER WITH EXISTING VAL VE COVER BOLT. 8. Al I ~;Pf'<INKlft, HFAOS SHALL El[ IDFNTIFIED AS RECL1\IMED WATER '.;PFIINKL.E'R HEADS. 9. EACH AUTOMATIC CONTROLLER ANO ITS ASSOCIATED LOUIPMEN I SI l/1LL l:IL I0I:.l>J I11I1:.D WITH A SIGN I3~ARING .THE WORDS "RECLAIMEO WATER USED f-OR IRRIGATION" IN ENGLISH AND SPANISH. WITH BLACK LETTERS C1l INCH HIGH ON A l'URl"L.E BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. INSPECTION PROCEDURES 1. CITY CONSTRUCTION lr-iSPECTION SHALL INCLUDE= A. LOCATION OF PIPE LINES. B. TRENCH DEPTH. C. REQUIRED SEPARATION CHORIZONTALL Y AND VEFlTICALL Y). D PIPE IDENTIFICATION E. POlfHS-OF-CONNECTIDN CPOC'Sl. F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAIJl.lNG RECLAl~1ED Wl,TER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION) AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALi_ BE OBTAINED FROM THE CITY AND THE DISTRICT, AND 8[ FORWARDED TO THE COUNTY DEPARTMENT OF ENVIRONMUHAI.. HEAL Ti-1 PRIOR TO FINAL INSPECTION APPROVAi. 2. DISTRICT FINAL. INSPECTION SHALL INCL.UDE= A. C:OV[RAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM. TO DETERMINE THE ADEQUACY OF COVERAGE ()N iHE APPROVED USE ARE,\ AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. 8 WARIJING SIGNS ANO LABELS. C. OUICK COUPUNG VALVES D. AI..L ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY. RUNOFF. ANO PONDING. E. FtEQUIRED l'ROTECTION OF ALL RESIDENTIAi .. AREAS. F. REQUll<ED PROTECTION OF WELL, STREAMS, RESEl'lVOIRS, ETC. G. Cl<OSS-COt•INECTION. 3. ANNUAL IMSPE C TION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PAl,T B•ANI) PART G OF TH[ DISTRICT FINAL INSF'[CTION. REVISIONS MUST BE APPROVED BY THE PUBLIC HEAL TH ENGINEER, CITY PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. WARNING RECLAIMED WATER DO NOT DRINK HYO ELEVATI STATIC PRESS DISCHARGE MIN. ~STATION CONTRO 700 FT. 331.8 FT. 159 1-1/2" RECLAIMED WAT~"--""'ER ON 2" SERVICE L ISTING) 1,1/2" 8ACKFLOV. NTER DEVICE AND PRESSURE R ,.,.,.i..e,_, .. '1·112' BING (EXISTING) 2 2" M LVE (EXISTING) (RE-SET EXISTING PRESSURE REGULATOR TO~ PSI.) "CROSSOVER"' OF POTABLE ________ ,!:!,A,!!:JLINE BY RECLAIMED WAT VILLAGE a· PHASE 4 (FUTURE) "CROSSOVER" OF POTABLE""--_._.- MAINLINE BY .RECLAIMED WATER METER #23 AT ROAD STATION 1q fOO CAPf/.11.LO W,o/ HYDRAULIC GRADIENT "/t?D FT. ELEVATION AT P.0.C. 376 FT. STATIC PRESSURE 123 PSI DISCHARGE MIN. -11..lL GPM MAX . ..1,ULGPM 3§.STATION CONTROLLER .Iii (PERMANENT LANDSCAPE VILLAGE HOA) ~TATIOrps:f>NTROLLER ~ (TEM~RY) CO~CT TO MA~R VALVE•-• ~• RECLAIMED WATER METER ON 2" SERVICE LINE @:!• BACKFLOW PREVENTER DEVICE AND PRESSURE REGULATOR ON 1-112" PLUMBING SET REGULATOR AT ll..E.S..l 2" FLOW METER 2" MASTER VALVE D.E.CLARATION OF RESPONS)BLE .CHLIRGE I HERcBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESFONSISLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 671)3 OF THE BUSINESS AND Pf<OFESSIONAL CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT ST AND ARDS. I UNDERST t,ND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE COUNTY OF SAl>J DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED D~SIGNER OF WORK. OF MY RESPONSIBLITIES FOR PROJECT DESIGN. NOT A PART @ ' Qi r:,1o1<0 ---...... --~ ' ... I Gl @ @f @ @ e @ G) ' @) ----- ,, @ @ @ @\ €) Ji -- 8 VILLAGE R ' PHASE 3 (FUTURE) KEY MAP 200 100 0 200 400 600 ----- GRAPHIC SCALE I'= 200' ~IW-!WrTohl ~ I-lo- SHEET TITLE CMWD TITLE SHEET TITLE SHEET IRRIGATION PLANS IRRIGATION LEGEND IRRIGATION DETAILS IRRIGATION SPECIFICATIONS IRRIGATION CALCULATIONS PLANTING PLANS PLANTING LEGEND & DETAILS PLANTING SPECIFICATIONS SHEET NO. 1 2 3 TO 5 6 7TO 9 10 TO 12 1 3 14 TO 16 17 18 TO 19 Landscape Archlleoture • Plo.nnlng Le Jolla Centre II 92116 Towne c.,ntre Drive, Suite 340 San Diego. CA 92121·3002 619,560.1575 • Fax 550.1560 © L.. ? < >c, ~ 0 N I ,1 LEGEND . EXISTING POTABLE WATER SYSTEM -EXISTING RECLAIMED WATER SYSTEM I _____ ... PROPOSED RECLAIMED WATER SYSTEM ' I lflMI RECLAIMED WATER CONNECTION POINT I METER AND BACKFLOW ' "RECLAIMED WATER· DO NOT DRINK" ! A SIGNS -SEE THIS SHEET (12" x 36") TYPICAL ( 10 EA l PLACES 0 BALL VALVE ~ CONTROLLER LOCATION REVIEWED BY: ~ ,4,dJ,11:, ·, -,L ~ENl!'Jli«Ni~NJE~ER~M29G•P~L~A~N~C-HE~C~K~E~R--. E ' REVIEWED BY: -'I t"""s.c..p~"'-C-Tc!R+'~"l"('....,~,........-----g,DAT THE.SE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT f'LAN. WAT"< CONSERVATION PLAN, FIRE PRO,ECTION PLAN, DE vE L □PER, s NA ME = ___________ f--::-"'-c A:..::R..:..:L..::;Sc"'B.:::.AD~M;::.u~N:..:.1 :a:.c :...I P~A.:,:;L'-,.!!.WA~T!..!:E:.!.,;Rc......::,D .:..;I S:::.;T:..:.R,_!1..:..c.!..T -+.---1 Sheet ADDRESS:_____________ 1 CITY OF CARLSBAD 14 AVISO • AGUA IMPURA NO TOMAR 18" X 18" SIZE ,016 ALUMINUM 1 _.060 OR STICK·ON vlNYL ABS PLASTIC SIGNS. OCEAN CITY OF ENCINITAS VICINITY MAP NOT TO SCALE AND Al _ C NOITIONS VAL RELATED TO LANDSCAPING. BY_;,,· '-'""'----'-~t'::.>"l-~-DATE 2;,k;'12 Revisions ust be. proved by Public Heolth Eng,neer. C, rnnq Director & District Eng·neer prior to impfementotion in field. TELEPHONE: DATE PLAN PREPARED: BY: ____ _ CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES BENCH MARK PLANNING DEPARTMENT Snee·' s PRIVATE CONSITEl RECLAll.£D WATER SYSTEM FOR: RANCHO VILLAGE CARRILLO ! I •o•-PHASE /4/A('/4, 1 c-@,,.._.,... _ .1-IM-O 1-N_o_.t--_____ D_e_sc_r_i,;..p_t·_,on _______ l-A..:..p.:...pr_o_v_a_dl--Da_t_e..joescription ___________________ r-...,,.,=,,,,,,,-*,;;---r+++-~--------4-'"'---I l<ILLIAM Pl.LIMMER, DISTRICT ENGINHR Dote R. E. 28176 I : QJaN!aRALlli)TES: 1. THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSULTANT (619) 438-1162, EXTENSION #4221, 72 HOURS (THREE WORKING DAYS), PRIOR TO STARTING CONSTRUCTION. 2. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE APPROPRIATE WATER DISTRICT. 3. ALL REDUCED PRESSURE BACKFLOW PREVENTERS SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL 438-2722, EXT. 152 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. 4. CONSTRUCTION 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 AND ELECTRICAL SERVICES. C. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. D. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDINCl, RETAININCl AND CRIB WALLS IMMEDIATELY AFTER ROUGH ClRADING AT EACH LOCATION IS ACHIEVED. 5. IRRIGATION: A. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 6. PLANTING: A. PLANTING AND IRRIGATION FOR THE AREAS DESCRIBED ABOVE UNDER NO. 5 SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. 7. SLOPE PLANTING STANDARDS: A. SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: 1 . STANDARD #1 • COVER CROP/JUTE MESH COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PIROR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER IRRIGATION AND1 PLANTING PLANS FOR: VILLAGE Q, PHASE 2 C.T. 93-04 NOT @ -----------'"' G @> @ @ ~ -~ / ! ® / "---,/ ~ ------- @ @ @ @ @ @ @ .,, RANCHO @ @ @ (§) @ ~ @ ® /,----VI-LL-A-GE-~----- PHASE 4 @ CARRILLO (FUTURE) SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. 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 REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH MAY BE USED. 2. STANDARD #2 • ClROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A. MINIMUM SIXE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). 3. STANDARD #3 • LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2·314 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE), 4. STANDARD #4 • TREES AND/DR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. B. AREAS OF APPLICATION • SLOPES 6:1 OR STEEPER AND; 1 . 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE A MINIMUM STANDARD #1 (COVER CROP AND JUTED). 2. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. 3. IN EXCESS OF 8 PEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4. C. SPECIAL CONDITIONS 1, AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: 1 ) 2) 3) SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 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 CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. -- L D. AREAS TO BE HYDRO SEEDED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEED BED, 8, SLOPE IRRIClATION STANDARDS: A. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION E.3·1 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. B. PIPE 1. ON GRADE PIPE IS NOT ALLOWED 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 SHALL BE THE GALVANIZED TYPE OR UVR RESISTANT PVC APPROVED BY THE CITY. 9. LETTER OF CERTIFICATION (INSTALLATION): A. THE LICENSED DESIGNER OF RECORD FOR ALL THE PROJECTS REQUIRING LANDSCAPE PLANS SHALL SUBMIT A LETTER TO THE CITY STATIN.G THAT THE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, 10. AS-BUILTS: A, PRIOR TO RELEASE OF BONDS, AS-BUILT LANDSCAPE PLANS FDR THE BONDED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. B. CONTRACTOR SHALL DRAFT AS-BUILT INFORMATION ONTO HIS FIELD SET AS WORK PROGRESSES. C. CITY INSPECTOR SHALL APPROVE CONTRACTOR AS-BUILT$ BEFORE TURNING THEM OVER TO THE LANDSCAPE ARCHITECT, ALONG WITH THE CITY MYLARS. . D. LANDSCAPE ARCHITECT SHALL ADD AS-BUILT INFORMATION TO CITY MYLARS AND RETURN THEM TO THE PLANNING DEPARTMENT. E. PLANNING DEPARTMENT SHALL REVIEW AND APPROVE AS-BUILT MYLARS BEFORE ORDERING PRINT PACKAGE, I A PART -- © ® © © 0 lg} ' <iii! ' ~ @ VILLAGE R PHASE 3 (FUTURE) KEY MAP -·-------, 0 • I ,co SCALE ~ '" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING DATE INITIAL AREAS. ENGINEER OF WORK L ? < ~ ~ 0 @= I~14.A.TTOIJ ~er ~"' rt.,>fJllUC:f ~~j'" 1--1.:>' " Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 :ITY OF OCEANSIDE KIGHWA'f le ,~, CITY OF VISTA l , ~ I NOT T:) j\ SCALE {,\)-- ? 0 ACIFIC OCCAN Cl .y OF ENCINIT.AS SHEET INDEX i VICINITY ii MAP NOT TO SCALE SHEET SHEET NO. TITLE SHEET 2 IRRIGATION PLANS 3-5 IRRIGATION LEGEND & NOTES 6 IRRIGATION DETAILS 7-9 IRRIGATION SPECIFICTIONS 10 -12 IRRIGATION CALCULATIONS 13 PLANTING PLANS 14 -16 PLANTING LEGEND & DETAILS ' 17 PLANTING SPECIFICTIONS 18 -19 i ~ ~\;\OS~ fl""~ "A' ~' BUil T" i ~ '-.: ' / I !::? ~ /:'. •-- I~ ,0ft D = ~ . -"7;-l [r;I -,tit -,,,,,/ J J * REVlcWED BY: "' " - \ 619 550-1575 • Fax 550-1580 96-024 ~, ,ato '....ut-C ~1 \\ DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL INSPECTOR DATE I SH£T I C[TY OIF' C.4..RILSIBAD ~ 4 PLANNING DEPARTMENT TITLE SHEET FO~: RANtHO CARRILLO VILLAGE 'Q' PHASE 2 C. T. 93-04 I APPRov_E_D, ~~ i ASSISTANT PlANN'NG IRECTOR - OWN BY:··--PROJECT NO. CHKD BY: RVWD BY: CT 93-04 $-/z-97 ' DATE DRAWl~G NO. 350-?L CMWD 96-525 ..--~~,:::_-..,_ ... ....... ,-•.. •.'.· ~'.' ' ' --------~--------------------"----------------------------'-----------'-----------------------------'-------------~--- I I/" ,' I ! ! ! j -- I 1 I "AS IL T" t-------t--+----------------t-------t--+-------tl-------1 IRRIGATION PLANS FOR: RANCHO CARRILLO 40 :IO 0 40 80 VIL AGE 'O' PHASE 2 C. T. 93-04 --- GRAPHIC SCALE CMWD 95-525 I ·- -~,· ' ! : ;~( .• ! .., ~ ' ' ' ' ; : EXISTING,1iefRIGATIPNiSYST$M 'r . REl\>11\IN ', ·· ... ··., , CONTRACTOR SHALL OBTAIN "AS 'Bl)IUf PRAWINGS.1 ./ . :'FOR· __ .· ·,·,•·: ' ,, ': . ''': )" .,. :·-:' ·1: .. , .. ·, :,,,,. ""' LANosdAre 1MPROVEMEtffionAW1MGS ~oiil e~oi10N:coNt~oi.1su:iPE RE-' . r,--VEGETATIQN RAl)iCHO CARFiJ~~9 /vt~SS G.FJ!IDjNG i ,\ ! ,, ) ,... .i , , · i . J . , p ~JJEC{NVMBER HD p 91 ~ 17' ·0R~WJNG\N~Msr 1a11~, L ' " '•I ,:\ / cbNrpiAcfc/R sHili'.L PHorEcr E'x1s11NG 1R'R1GArioN BYSTE¥'ANI.) 1NsJAlL Nl:y; · \, StSTEM PER PL'ANS. DAMAGI; TO EXISTl~G IFiRIGATl9~ .. S.YSTEM SHfLL BE REP/\lFlAI') • . O~.H~PLACED IMMEDII\T~LY-PElilORIGINAe APPROVi,D'P-lA AN0:Sf!ECIFICAT.!ON::f . ; N i v, ¾ ":'.'.:\ 1'.~ ~ (.J'l ( ~ ,~/ ' ' 1 40 20 0 40 10 GRAPHIC SCALE lw\vi ' I l. ' I \ l I 101 ' I . -' NOTE: LO • • 1'. \Vi . \ &· 2-99 . DATE 1------+--+------------1-----+---+---+----1 ~ CKTY OF CARLSRAD ~ LL PLANNING DEPARTMENT ~ APPROVED FOR PLANTING t-----i------i---------------+----+---+--t----1 AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ;:;IR;;R;'.IG;::A:;;:T;'.,10'.;:;N:;;:P;:LA;:;:Nt:;F;'.O;;:::=========--===::::: ' RANCHO CARRILLO VILLAGE 'Q' PHASE 2 C. T. 93-04 APPROVED: ' ,._ ________________________________________________________________ ---i _______________________________________________ _,,(-4 CMWD 96-525 (~1 " 0"" .J) "'I\ C> J,l 4 . · .. ·\~·-._-............ '43()·-·-----· . ···•• .... ·· ....... · ........... "'" riL. ·L··· ···••••A••••·····••·••·•G•••·•·•·•··•···E•··· ... •·.·.·. 1'R/ .··,f>•··.·· .. · . . . ·.·.··.··.·.... ~~~ \I J,. . .... . ·• ....... ········· .. //.. /.···.·.····· . ..·· .·. > . cj /f? ....... i~t;_::_:_::: •' ,, . . · .. : .... :.. c••:•'•~ r-· ,·/,·<:.· / ;10 :.··:·.·:.::-:.---:·_:·:·:·:·.:.::::·· .... - \~()/ Exis'ri-No I ON s STEM To REMAIN ... ··· ····. : !CONTRACTOR SHA.. ATN""AS-BUILT Di,/\WINGS'. . ..· · FOR: LANDSCAPE IMPROVEM NT ORA' FOR ER VEGETATION nANCHO C RR!LI O MAiiS. G :. PROJECT NUMBER HD p . ····-·-----.,.,.,Ir -40 20 -0 - ·, .. /F H+::' ' . i ' ! 1-io,E,' ' ·· . ' LOCATE MAINLINE OUT OF RIGHT OF WAY. RIW 80 GRAPHIC SCALE 0J 1 I APPROVED FOR PLANTING l-1--=-=-=-i=-=-=-i=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-➔=-=-=-~F=-=-~F=-=-=-f=-=-~ AND JRRJGA TION ONLY, ~·A,;,SS~IS':::TE.A:':NT::'.:..':~:"..::;~=~~~~==~~'ii'F~=i INCLUDING PRECISE 1---___jk::--l--------------tl-~~~~t_~~~t'l~l!..~1=~~~ DWN BY:_--•--·~ DATE INITIAL DATE INITIAL CHKO BY: __ .,,_. LOCATION OF PLANTING DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: AREAS. ENGINEER OF WORK APPROVED: 3-/f-f7 DATE ~ PROJECT NO. DRAWING NO. -s-- CT 93-04 350-?L I ' (',I CMWD 96-525 F IRRIGATION LEGEND -RECLAIMED WATER •VSVMBOLY IXl Iv' ,q7 RAIN BIRD PA-8S SHRUB SPRAY WI HUNTER "HCV" ANTI-DRAIN VALVE 12' 30 12 2.01 2.60 1.30 0.65 A a f® RAINBIRD 1806-SAM SHRUB SPRAY 12' 30 12 2.01 1.30 0.65 B ',/ RAINBIRD 1806-STRIP SPRAY 4'X30' . 30 15SST 1.24 B ',! RAIN BIRD 1806 -END STRIP SPRAY 4'X15' 30 15EST 0,61 B (i) 12) [3) HUNTER PGS-ARV WI FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 30 9,7,4 0.32 4.20 2.60 1.20 C (4)(5) (6) HUNTER PGM-00-R WI FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 28'-20' 30 3,2,1 0.30 2.50 1,70 0.85 C I-------=--+~-""" (7) (8) HUNTER PGP-ARV WI FACTORY INSTALLED NOZ.AND ANTI-DRAIN VALVE 38'-32' 30 7,4 0.32 2.60 1.20 D (9) (1'11) HUNTER PGM-12-R WI FACTORY INSTALLED NOZ. AND ANTl'.DRAIN VALVE 28'-20' 30 2,1 0.30 1.70 • 0.85 D NELSON #7645 QUICK COUPLER -1" ACME THREADl -INSTALL WHERE SHOWN (APPROX. 150' O.C.l E ~'---1-"R"'A"'IN,_,Bc,I R_,,D'....'_,_'P.cEccS_,,B_:' -.,_P,_,RS,c·:,,B:.,:P_,_R,_,E;:,s.,.-su,,R""E=-'-'R=EG,cU,cL,eA:,cTC!!IN,,:G"-"R-=E'-"M"O-'-TE"-"C"O'-'N-"TR'"O"'L"-V-"A::;L::;V:.,E:..._ ______________________________ +---'-F---1 (j,.f) · GRISWOLD 2030 MASTER VALVE (ONE FOR EACH CONTROLLER) F • CONTROLLER SIZE RAINMASTER "EVOLUTION STAND ALONE CONTROLLER W/ FLOW METER CAPABILITY EVs,./, }PED-SS WITH RAINGUARD AUTO SHUT-OFF DEVICE (RGVR) G&I FLOW METER SHALL BE DATA INDUSTRIAL 2508 (BRASS\ 400 PSI MODEL. /5 YEAR WARANTEE ON CONTROLLER REQUIRED FROM HYDROSCAPE PRODUCT INC.,. SEE SPECIFICATIONS) IRRI-TROL MC PLUS SERIES CONTROLLER• EXISTING RE-LOCATED PER PLANS G ~=:I""'-. P)_j!F:.eE;:,Bo,C"O_,,B:,:25,cY...:Re,E=.,D"U"CceEe,D:.,:P_,_R,_,EccSo,_S.,.-U,_,R E=-"Bc,A.,.-C,.,_KFc,L:,,Oc.,We..,_P.:.,R,,_EV,cE='N'-'Tc,EccR...:W:,:i_,Wc,1.o.L Kc,clecNc:cS_,5,c00"-'-'H'-'RY,cB"-"R-"-EG,cU.,.-L,.,Ao,TcoOccR,..:&,o_"W"-'-YE,,_'_,' S,cTe_Re,A'-'IN._,Ec'R,_.S_,,P_,_R,-,1 N-"G"-'-'RA-cN'-'G"E=--"75e_:•-"12,,.5:.,:P_-S,_,_l ..:.• _________ -f-'H-'-&=--'-W'-'2"-j0 SET PRESSURE NOTED ON DRAWINGS RE-CLAIMED WATER METER BY C.M.W.D. c,g BALL VALVE· KING BROS. LO -TORO. MODEL (2" SIZE AND SMALLER) KING BROS. BLOCKED TRUE UNION BALL VALVE(2-112" AND LARGER) J&K CLASS 200 PVC LATERAL LINE /MIN. 12" COVER) "PACIFIC CAL", "WATER WARN" OR EQUAL NON-POTABLE PIPE L --PVC MAINLINE (MIN. 18" COVER) SCHEDULE 40 PVC FOR 1·1/2" DIAMETER AND SMALLER AND CLASS 315 FOR 2" DIAMETER AND LARGER L&M FOR 3". 6" IN DIAMETER PIPE (MIN. 24" COVER) "PACIFIC CAL", "WATER WARN" OR EOUALPRESSURE PIPE --------PVC SLEEVES I 2 TIMES DIAMETER OF THE PIPE ENCLOSED\· "PACIFIC CAL", WATER WARN" OR EQUAL PIPE N FOR SLEEVING INSTALL AS FOLLOW: UNDER VEHICLE PAVING, USE SCH. 80 SLEEVES Wl36" COVER FOR MAINS, LATERALS, & WIRING UNDER PEDESTRIAN PAVING, USE SCH. 40 SLEEVES W/18" COVER FOR MAINS, LATERALS, & WIRING UNDER PEDESTRIAN PAVING, USE SCH. 40SLEEVES WI 12" COVER FOR LATERALS CONTROLLER WIRES LOCATED UNDER STREETS O~ OTHER PERMANENT IMPROVEMENT SHALL BE INSTALLED IN SEPARATE SCHEDULE 80 PVC SLEEVE STATION NUMBER \1-------------------------------------+---i 1-~--...J GPM ~ -----.....__ VALVE SIZE· AUTOMATIC VALVE ih:°N6fe}ff?i'" STAINLESS STEEL ENCLOSURE I NEW CONTROLLER ASSEMBLY SHALL HAVE A 5 YEAR WARANTEE ·AVAILABLE@ HYDROSCAPE PRODUCTS.INC. HYDROSCAPE SHALL PROVIDE ASSEMBLY FOR CONTROLLER AND ENCLOSURE IRRIGATION LEGEND (PRIVATE) HOMEOWNER POTABLE WATER TtvMEioC' CoesciiiPJi6N1MANi.Jl'Aci'l.li'lEFii1.16iiiiCilUMiiER 'GPM' ' DET, NO. tx:J 'v w RAINBIRD PA-BS SHRUB SPRAY WI HUNTER "HCV" ANTI-DRAIN VALVE 12' 30 12 2.01 2.60 1.30 0.65 A V '1/ RAINBIRD PA-8S SHRUB SPRAY WI HUNTER "HCV" ANTI-DRAIN VALVE 17' 15 22SS 0.91 1.18 0.59 A ~-+-+--+--+---+--+--+---+--+------I RAINBIRD 1806 SAM SHRUB SPRAY RAINBIRD 1806 SAM STREAM SPRAY ·: ,: 'ii:"c"Y (2~ (22) HUNTER PGM-00-V WI FACTORY INSTALLED NOZ. AND ANTI DRAIN VALVE 1231 125\ HUNTER PGM-12-V WI FACTORY INSTALLED NOZ. AND ANTI DRAIN VALVE CHAMPION 200 SERIES MANUAL VALVE WI 262 ATMOSPHERIC VACUUM BREAKER 12' 17' 23'-20' 23'-20' WILKINS 500HR SERIES PRESSURE REGULATOR SPRING RANGE 75-125 PSI FACTORY SET@85 PSI 1111 POTABLE WATER METER BY OTHERS BALL VALVE· KING BROS. LO -TORO. MODEL (2" SIZE AND SMALLER\ CAPPED MAINLINE. FUTURE RESIDENCE HOOK-UP CLASS 200 PVC LATERAL LINE /MIN. 12" COVERI POTABLE ---PVC MAINLINE (MIN.18" COVER) SCHEDULE 40 PVC FOR 1-1/2" DIAMETER VALVE SIZE· MANUAL 30 12 2.01 1.30 0.65 B 15 22SS 0.91 1.18 0.59 B 30 2,1 0.30 1.70 0.85 C 30 2, 1 0.30 1.70 0.85 D T s J /-\t-------------------------------+-----1 \ /r GPM - EXISTING SHRUB SPRAYS EXISTING ROTARY SHRUB HEAD EXISTING NELSON 7645 QUICK COUPLER 1" NON-POTABLE EXISTING RAIN BIRD "PESB•PAS" PRESSURE REGULATING AUTO CONTROL VALVE EXISTING BALL VALVE CLASS 200 PVC LATERAL NON. PRESSURE MIN. COVERAGE 12" COVER NON POTABLE SCHEDULE 40 PVC MAINLINE MIN. 18" COVER , FOR 1-112" AND SMALLER AND CLASS 315 PVC FOR 2" AND LARGER /-,,_..."E"'X"'l::cST-"l~N~G~V~A._,L~V~E~N~0~-=----------------------------------------1 t--r :-GPM ~~ F-"'-------------------------------, "-,. EXISTING VALVE SIZE .. Landscape Archil('cturc • Planning La Jolla Centre II t---·~ ~- ~-- ~- ~ DATE INITIAL . 9255 Townr Cc11lrc Drive, Suite 340 San Diego, CA 'J2l2l-3002 ENGINEER Of WORK REVISION DESCRIPTION 619 550-1575 • Fax 550-1580 I I, NOTES:. I . Tl£RE 9-Wl.. EE NO FITTil-«35 rn COflTllO'-IS 10 on£R Fta.JTIES E£1WEEN n£ '-'£iER 1W) BA:KFl.CM' ASSEMBlY. ll 2. BA'.:KFl.ON Ff£\-£NITR MAY NJT EE INS1Jltifll Jlj FUlJC RIGHT· Of ·WAY. 3. CCN5TRU:T 2' HIG-1 F£TAININ:; 3 @:~~ 3 WALL CN 3 S0::S Of BN:KFI.DN ~ 'MiEN IN$1lll.ilD CN I 4:1 Cfl GFVITER SLCf'E. O'EN EN) I ·-~ -SHALL OC AT ~f-Ll.. SIDE Of . ?' ~n sun:. l"fO,ff 2 HCRIZCNTtt.. 'Ml\X. ~ Ct.EARAN:E BETWEEN W/11.L 5 Al-0 BtO<.FlilW PREVENTER. 12"MIN. 4. DO 1'CT INSTALL IN ~ ®-36'MAX. 2 SU6JECT TO FLOX>ING. 1 :5=-I-7 I .. v-'MAX. ~N~ .. '"' ,■, 1 r \ -~ I I 11 M/T~1 I Ii A.. I ·::: .. ·: .. :• , ... . --~· ·. ·.·,_.•,, @---..i J j r...'.Jl':'.-~-J " 7 7 .. 'J'• .. ·:-: :.:?] "'-· .-:-.· :-'. ' I I @ @ II • 1' ,1 I I JJ // 0, ..., .,., PRIVATE IMl"R<: R~ -11.ITY c-_-_-__:_::~.,, , • TO OC IIISTAI.LED fU'5UO.NTTO MJ\IICIPAI..Ca:E 00::X 14.00.~'1())-SEC.5 8 TITLE 17 Of THE CALIFORNIA INISTRATIVEo::«:. ' • 11 r-M J(lr-.1 ' fJ1ir;" 1i: ER"'<..J= "'~ •~~ l~~:' N . ~ PGZ4 ,., I IN ' I 4 II N•-· ·-Jll~I 'l~A~T " (..-1.11~) " NY ~ CARLSBAD MUNICIPAL WATER DISTRICT ""'15CN -00£ 2 INCH AND UNDER STD. DWG. NJ. W20 B.ACKFLOW INSTALLATION ' AUGUST 1993 . APPROVED FOR PLANTING "AS BUil T" AND IRRIGATION ONLY, INCLUDING PRECISE RCE. EXP. DATE LOCATION OF'PLANTING REVIEWED BY: AREAS. i INSP(CTOR DATE I S~ET I CITY OF CARLSBAD [s,1ET,J l'LANNING DEPAIHM[NT - IRRIGATION LEGEND FOR: RANCHO CARRILLO I 'll~AGE 'Q'-PHASE 2 I , APPROVED//, . 3--/f-11 I ASSISTAN.T l"t'I\NNING DIRECTOR DATE OWN BY: I PROJECT NO. I DRAWING NO. D"TE INITIAL DATE IN111AL CHKD BY: CT 93-04 350-?L OlHER APPROVAL CITY APPROVAL RVWD BY: CMWD 95-525 ______ , ______________________________________________________________________________________________________ ....._ ____________ ___, V,I, T, PROCIIJCT 920 SOUTH ANDREASEN ORIVf. 0 106 E:SCONOIC:,O, C.ALIF OR'NI,~ 1619> 4BCHi7()2 .3" MIN " N ·-fa!~ (3 1t SHRUB HEAO STAINLESS STEEL V.I. T, SPRIN~:LER TIE W/ Pl~CITECTIVE VINYL, TIJEIINIG <2 EA.) REQ~IIRE • PVC SCH 40 TEE _OR -~J,L RISER SIDEWALK OR CURB---"\ NOTE: SPFUNKLER HEADS WITH□Ul FACTOnY JNSTAL.LED A~ITJ-ORA!N VALVE ,,;H,\LI_ INCORPCIRATE AN EXTERNAL. FLOW SHUT-·OFF VALVE i~S A PART OF TH[ Sf:•mNK'.L ER ~,SSEMBL Y. PVC 6" POP-UP 2' MIN, GRADE i----6" POP--UP SPRAY HEi\D W/ FACTORY INSTALLED Cl➔ECK VAL.VE /---SCHEDULE 40 PVC THREADED 90 ELL l.INE --·---------B ...._ _______ , _____ , ____ , ___________ _ 12"·1B" FROM EDGE: OF . CUl~BS, W!\Lt(s:trc:-·--· QUICK COUPLER VALVE ----~----------- _______________ REQ_BRJ(SS _ RISl=:R~-- -~R=ED_ BRASS COUPLING ___ _ NO SCALE: GEAR DRIVEN SHRUB ROTOR---1 C GEAR DRIVEN ROTOR NO SCAL.E PVC MAINL.INE PIPE _ __ , ___ _ 12" NOT Et ---WALK/CURB BOTTOM OF SLOPE ALL LATERAL LINES AND FITTINGS SHALL BE 'ALERTLINE OR E()UAL' V.1, T. PRODUCT 920 S()U'IH ,'HlREASEN DRIIIE, 0 106 ESCONl)IDO, CA (619) 480-670,2 ----ON--PRESSURE L.ATERAL SEE LEGEND , OR DEPTH AND TYPE OF PIPE /n\.l2" POP-UP ~~O SCALE GEAR DRIV~N HEAD ON SLOPE COMPLETE ENCLOSURE ASSEMBLY AVAILABLE FllOM: HYDRl)SCAl'E PRO[IUCTS, INC, 5805 KE:ARMY VILLA RO, SAN DIE:GC>, CA 92123 ! 619 > S&Cl-6611 ',{ TO 54" COPPER GROUND I NG ROD, CONNECT TO 110V OUTLET W/ #14 COPf'ER DIRECT BURIAL WIRE NTROLL.ER ----CALE 0 0 0 0 0 0 "RAINGUARD" AUTO-RAIN ------SHUT IJFF DEVICE WEATHERPROOF, LOCKABLE ___ .--STAINLESS STEEL CONTROLLE.ll ENCLOSURE : ' I AUTOMATIC CONTROLLER SEEi PLANS & I.E,GEND FOR MANIJFACT., MODEL # AND SIZE, 0 @ ----+---·-.0. -• { ____ )) o. ----------ON-OFF DI SCONNE:CT SWITCH I W/11 OV GROUNDED OUTLET Ii . :z :lE I! j! .._ I ----...____ TERMINAL STRIPS I; ,, • . . • ~% " • " • , < ,,F I N I SH GRADE ---~ "-,MOUNTING FLANGE BE SET IN CDNC, THICKNESS 6" 110V ELECTRICAL SERVICE IN RIGID PVC OR METAL CONDUIT SLEEVE TO POWER SOURCE W/BOLTS ro PAD W/ MIN, ENCLOSLIRE -- ! ' " ,, APPROVED FOR PLANTING !: !i AND IRRIGATION ONLY, " ii INCLUDING PRECISE RL:/1 Lancl1oepe Ar•ohlt.e0tu.re • Plannln• LOCATION OF PLANTING i-,----l,a. Jci,lla c:entr6 II 1,EV IEWED 92~t5 Tow11te C1!nlre Drive, Suite 340 AREAS \ San D1e1~0, C!A 921P.1 ·B002 i 819.550.15 ~ • ro:c 550.rnllO IN iPECTOR 913-024 ---"AS E3 U IL T II -DA TE l'XP. --BY: DAT[ ----·--·------------ I ~;~rT I C TY' OF CARLSBAD SH[ETS Ii f'LAl!N, NG DEPARTMENT ' IRRIGATION DETAILS FDR: RANCHO C.ARRILLO VILLAGE 'Q'-PHASE 2 APPROVED 7$ttJL 1-lf..1"7 ASS I STANT ,.,,,!N1'1 NG DI l<ECTOH OATI: DWN BY: Pl,CJ[CT NO. DRAWING NCI. DAlE INITIAL IIA TE INl'I IAL DATE INITIAL ----·--- HE:VISICIN DE SCI', i 1°T I DN CHK[l llY: ___ io----CT 93-04 350-?L [NG I IIE rn DF WIJFIK OTHER APPRDVAL CI fY APPROVAL RVWD BY:_ ' --·-·--------··· ---___ , ___ , _________________________________ , _____ , CMWD 96-525 ~ ---==-::=~"-"=~-.J ·------------------·---------·--· ___ , _______________ , __ , ________________ , ____ , ________________________ , ____ ,_____ -----, _, ________________________ , ______ _ RE:01.JCED PRESSURE TYPE BACKFLOW DEVICE ASSEMBLY CSIEE SPECS, I!. LEGEND) 3" NIPPLE luJ luJ VI •· • • zx i:'i • • N 00 1 CU, FT. TMRUST BLK NIJTES: PR.ESSURE_REGULA_TOR __ 7 BRONZE STRIIINER I • z 1, AU_ RISERS, UNION, [LllOWS, AND NIPPLES SHALL BE RED BRASS 2, CLOSED NIPPLES SHALL NOT BE USED __ BRASS ___ UN_I ON 3, TffLON TAPE'''/ WIDE SHALL BE USED ON ALI. THREADED CONNE.C:TICINS, 4. PROVIDE CAP PLUG FOR CLEAN OUT VALVE !5. CONCRETE PAD SHALL BE 18" WlDE 15, BACKFLOW PREVENTEF1 ASSEMBLY SHALL BE TESTED UPON INSTAl.l.ATIIJli BY .A CERTIFIED BACKFLDW Dl:VICE TESTER, CCINlRACTDR SHALL l'llOV!llE THE ENGINE,R WITH WRITTEN TEST llESULTS COMPLETED BY 1\ CEIHll'IED TEST'cR PRIOR TCI THE BACKF'LDW ASSEMBLY'S ACCEPTANCE BY THE ENGINEER. "1. INSTAL, PER CARLSEIAD MUNICIPAL WATER JISlR:ICT ST1\NDARD DRAWING ~•W--20 REDUCED PRESSURE BACKFLOW PREVENTER CONCRETE PAD (4" MIN> F IN I SH GRAD!;_ __ 8" LONG, NIF'PLE JUMBO PLASTIC VALVE WITH 2'-S" fl(TEN. AND LOCKING PURPLE LID WATE"RPROOF TWO (2) CONDUCTOR SHIELDED CABLE CONNECT. TO TRANSMITTER ~--------' ---1" IN TURF AREAS 2" IN SHRUB ARE AS -FINISH GRADE Q~L)-W IP f< E S ~? LJ RE;;;;..: _R_c;:I;, c;_~l l:. ATOR ____________ , _______ , ______ _ l NO SCALE - EDGE OF FIXED IMPROVEMENT -+0li~:: ~~. 2" SHRUB BED-_ ½" L~,WN '·,, .. ,4 -- 6" AND -·-------,·-------------------·-----, U~JION FOR BALL VALVES 2-1/2" !. LARGER USE: RECT ANGUL.AR THERMOPLASTIC Vl'J.. VE BOX VALVE BOX WITH PURPLE LID FINISH GRACE/TOP OF MULCH Ell'J..L V1'J..VE WI UNION PVC PIPE EXTEN. SIZE AS REQUIRED TYPICAL PVC MAINLINE PIPE MINIMI.JM 2 CU. FT. OF ¥4" WASHED GRAVEL. PERM. f'INISH GRACE "'"" TEMPOFIARY BERM "' 2'-0" TOP OF PERM. FINISH GRADE ·,. ~ .:.:W __ H-=E---N--S=--H__,O ___ W---N----A--T_Tc.:0=--P--=O--N--'--'Pl=-·A--N:.:.,__________________ /,~-",", ",,- ---.,..,/ \ '/"" ", SPRINKLER HEAD PERPENDICULAR ,/ \ ;' , _!.T~02SL!:"O~P::_<:E:....: ~(T!_:Y'-!:P~IC~A~L.!_) ------------------------..e. "., MAINLINE PIPE AT TOP OR MIDDLE OF SLOPE AS SHOWN ON PL.ANS FINISH GRACE -------------------------'~-------- LATERAL PIPE MAINLINE PIPE / \, / I ;i<,\ '.;>,' ©----~,-~-s:-:-ER_A_L_A_N_D_M_A_IN_L_IN_E_P_I __ P_E_L_O_C_A_T_IO __ N _______ 6 .... _ 6 __ 95 ", ,.:, ""· ,.,,, ~::::,.._ 7.' j,\IDSCAP"'', -----------· I -----------------------------....JI---------------~ PVC MAINl.lNE PIPE • 5:: ____ , ___ -L "' \____,X_M!~LM..\JM._Q.EPJ_l:L.bf_ j 3/4' WASHE:O GRAVEL BALL VALVE NO SCALE -r -.., i-..M., ~ '. ~~. '', ''""Y' . ;i:,...,.. •. ---- ·- ,' .L.WY •: ' -,~ CROSS r-L~ MIN, i E[l;J!lo i! CAPS jj ,, j! ------>1a ,o IIICNll!i 41 ·- ir,,111 11:-«is ,a, ' 01·1 ~o:inu . ----- ~,"&4"": -: ~ -: " : a • :-,, -}w -•~-;,-' B ·-I) B 6" 6" 8" " , 6-;;- i..:,~;,;--a" 1-----t, -G7 ·a·" -~ ·a-,,· -;,-a-;;-+-10, --2()"ll,,, •• ,--tr.- 1----·-· -·--~--------------_ __!__ ------, -~-a" 12·· 12 8 4 rn s" 9" 9" 12 12' 21 10 l-·1·0:--,if 1-tt 1 0, 1 :1 6 " 1 0 -~ . -·12 11' _.J.~-; 14' _l~-"·-1. 1----------.-:.,:,-__ .:,:_ -~ 1[' 12 2() 1G 12' 14 s" 11 14 16 41 4 " '-----· ----. THRUST BLOCKS NO SCAL,E ?.,/7 /96 96-024 ~----------------_.,, _____________ _ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRE'.ClSE LOCATION OF PLANTING AREAS L" A_s _s_L_J r_L T- 1 -' __ \ DATE RL4 _____ [XP, ___ _ REVIEWED BY: INSPECTOR DA TE --,------------,----t---,---,---,---,-;:::::=::-:=-~========:=,"-;:::::=:;-1 --------+---+---+--+----ti SfBIEET I CITY OF CARLSBAD .1 SH(~rs I PI .. ANN I NG DEPARTMENT I I ~==::~::±:=::::::::=:::::::::::::::::::::=::===:::::::..=~ IRRIGATION DE AILS FOR: Al'PHOVEIJ ASS ISTAMl RANCHO CARRILLO VILLAGE 'O'--PHASE 2 ----·---·---·------------------ ---------------· ---------RECLAIMED WATER METER SLEEVE CHART FOR IRFllGATION PIPE ANO WIRES ----·--------------·---------f=>IP[ SCHEDULE 40 PVC CONT~!OLLER SCHEDULE 40 PV( SLEEVE SIZ[ WIHES SLEEVE SIZE ·----------%" 2" 1· 18 2" --1 "' 2" 1~1-24 2•·'/:," ·---·-----,. --------· ---1·'/•· 2•½" 25·36 3" ---·-----------1·'1?" 3" .37-48 4'" ---·---·------2" 4" 49·72 6" ·--!-·--------2--½," 6" .. ---S' 6" . ----·---------~-------4" 6" c---.. ----·---- f~OTE: / // REDUCED PRESSURE BACK:f'LOW ./ PREVENTER· SEE DRWG FOf{ SIZE _,/ / // // PllESSIJRE REGULATOR ANCI / // WYE STRAINER· SEE DRWG / ,/ ✓f_'O_R_~_3IZ_.E _____ _ // /' // / // MASTER VALVE: / / /// SEE DRWG. FOR SIZE /' //' // / / // // / / FLOW METER // /'/ , /I / SEE DRWG. fOFI SIZE // / / // // /,,/ / I / / SLEEVE CHART IS FOR THE CONVENIENCE TO THE CONTRACTOR. CONTRACTOR r:_~ {--~ .Jr~-/-✓ ✓-✓TO SYSTEM ~-~_Es ---~__,A,'!)_~),~_)· ---~ _ :_ ~. SHALL PROVIDE ,ADEQUATE PIPE SLEEVE SIZE TO ACCOMMODATE OF THE IRRIGATION PIPE ANI) WIRES -- 1 -STREET SURFACE llEIT~:,:;;;::J == ===111 =.!Tl :~=nl /--POTABLE MAINLINE CSEE IMPROVEMENT DRAWINGS> io . 5=_____ i ~ 12" MINIMUM REQUIRED VERTICAL SEPARATION -,,__ ___ Jr\~ SLEEVE RECl.AIMED WATER IRRIGATION MAINLINE -~v NOTE: ALL RECLAIMED WATER IRRIGATION PIPE ANO SLEEVES SHALL BE f'URPLE AND LABELED AS SPECIFIED INt 'STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS' 'CARLSBAD RECLAMATION RULES ANO REGULATIONS FOR C:ONSTRIJCTION OF RECl.AIMEI) WATER MAINS.', OCTOBEFI 1993 MAINLINE CROSSING THE INST AlLATIO N _NOTEl DIAGRAMMATIC P .O.C. OF ~E~~tlMED WATER METER r--------------=-C~R_B_& __ GU_T~~-A SIDE WALK 24" ,,_ _______ _,,, _.,----METER BOX W/ME_lliL ___ ..., --= 10' MINIMUM TO POTABLE MAIN!. INE IN STRE'E:T-- __ POTABLE SERVICE LINE 12" MINIMUM 0 RECLAIMED WATER ,-.----';';I R;a;R,-';'l~GA7"Ti'a'l';;;ON~M7A ;':cl N.L Hif W/SLEEVE VEIHICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE ,14" FROM FACE OF SIDEWALK WILL PROVIDE. THE NECESSARY 10' HORl2'0NTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET, fo\__~'OTABLE SERVICE LINE CROSSING ~> SCALE I I '\" TO IRRIGATION SYSTDA 1" SOiEDUL.E 40 PVC MAINLINE UNLESS NOTED OTHERWISE -I 1" PRESSURE REGULATOR SET' AT 75 PSI TYPICAL SEE DETAIL 'S' I I _,,,,,- ,,,/ 1" BALL. VAL VE ,,-_,.,,,,-SEE DET All. 'J' .,,...,.,..,.,.,,,.,..,--... / 1-1/4" CAPPED MAINLINE FOR RESIDENCE y ~/ L -~ 3/4" POT ABLE WATER METER _j__ • _B_Y_O_TH_E_R_S ____ _ [ ~--------- p EQUIPMENT ARRANGEMENT FOR P.O.C. AT RE'.31DENTIAL LOTS ~---l-Cl!.Bl~flli..Qf __ ¾" WASHED GRAVEL PVC SCH.80 l'J!PPJJ:~--""'- PVC SCH. 40 ELBOW P'{(;_J._A TE RAl SCH, 40 PVC MALE ADAPTOR. \ PVC SCH. 40 ELL. ATMOSPHERI VACCUM BREAKER INST ALL 6" ABOVE TOP OF' HI CHEST SPRINKLER liEAD FINISH GRADE Cl/T HOLE IN PVC PIPE ANO . TIE GAL V. WIRE TO SLEEVE SEE LEGEND FOR i MAltlLINE DEPTH n--------4" MIN;,,; / ,/ MANUAL CONTROL VALVE ~ -----4" DIAMETER PVC i.---___ SLEEVE: WHITE SCH, 40 PVC MALE R~----'--'AD"-'A"'-P-'T-"'O~R.,___ __ _ ----------MANUAL CONTROL VAL VE WI -----....___ ----~~ PVC MAINLINE CD ATMOSPHERIC BACKFLOW PREV 1t:NTER T ---------NO SCALE 4/3196 96--024 REGULATOR APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE: "AS BLJIL T 11 -----·---------- LOCATION OF' PLANTING AREAS ---i-------------------------DATE R A----EXP. _______ _ 11E VIEWED flY: IN f'ECTOR DATE CITY OF CARLSBAD SHEETS \ 9 l-----+-----11-----------------l-----l-----l----l------l I Sf~T I I Pl.,\NN ING DEPARTMENT l-----+-----11-----------------------l----+---1----1 ~==:.=-==-==========:'..':::=~ IHRIGATION llHAILS FOR: .RANCHO CARRILLO V LL AGE '0'·· PHASE 2 1-----+--t-------'------------+--+---1-----1-----1 ~o=w,=1 ;::BY=,===:::;-;::,..=-=-=-=-=r-R=o-J=-E=c-1=·-=N-□=-.=-=-=-=.;--;I =o=R-A=w=1N=-G=-N=-o=::.~ DATE INITIAL DATE INITIAL DA1E INITIAL ENGINEER OF WORK Fl[V I s I ON DE SCR 1 PT I DN -OT-HE-R~A-PP-HO~V-Al-l---CI_TY_A_,P_PR-□V-AI-. _, ~~~g ~~;---CT 93-04 350-?L APPROVED ~-=~ _ ---~1£~l ASSISTANT PL.ANN G DIRECTOR □Alt° MWD 96- r F • . SECTION 02441 IRRIGATION SYSTEM PART l • GENERAL 1 .1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE AN -'\OPED PAFp: .OF THIS SECTION AND THE CONTRACT FOR THIS WORK SHA~L AP~LY T◊ THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1. 2 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, ANO REGULATION. ALL PIPING SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE 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 AND PERMITS INCLUDING PAYMENTS OF CHARGES AN □ 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 AND /OR HIS REPRESENTATIVE FOR INSTALLATION AND PERMIT FEES. 1. 2 .1 RELATED WORK; . 1 LANDSCAPING SECTION 02480 . 2 COMPLIANCE TO CITY OF CARLSBAD RECLAIMED WATER STANDARDS 1.2.2 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 FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE MATERIAL MANUFACTURE'$ RECOMMENDED METHODS OF INSTALLATION, THE CITY OF CARLSBAD RECLAIMED WATER STANDARDS AND 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. 1.3 SUBMITTAL$: . 1 SUBMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY WORK. • 2 SUBMIT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS DIFFERENT THAN THOSE SPECIFIED IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE AND FITTING MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS MATERIAL HAS BEEN PREVIOUSLY APPROVED. SUBMIT MATERIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH ITEM) ITEM, DESCRIPIION MANUFACTURER MODEL NO, 1 . PRESSURE MAINLINE LASCO SCH. 40 2. LAWN HEAD RAIN Bl AD 1806·12F 3. ETC. ETC. ETC. . 3 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER/DEVELOPMENT, . 4 APPROVAL OF ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION INDICATE ONLY THAT THE PRODUCT($) 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 ljNSATISFACTORY, REPLACE IT WITH ORIGINALLY NO COST TO THE OWNER/DEVELOPMENT. 1.4 GUARANTEE: PERFORMANCE OF PROVES TO· BE SPECIFIED ITEM, AT .1 SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK SHOWIN'i 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 OWNER/DEVELOPMENT. . 2 THE GUARANTEE FORM SHALL BE RE-TYPED ONTO THE CONTRACTOR'S LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION: A. GUARANTEE FOR IRRIGATION SYSTEM • (PROJECT NAME) WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLEO 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 TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF 1 YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER/DEVELOPMENT. WE SHALL 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. 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 SPAINKLEFI SYSTEM WORK IS REQUIRED ANO/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/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 B, LOCATION OF IRRIGATION SLEEVES C. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS ANO PIPING- 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 HOUR!t 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-BUILT 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 SCHEDULED 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 ANO PERSONNEL TO MEET TESTING REQUIREMENT , 2 CORRECT ALL DEFECT AND RETEST UNTIL ACCEPTANCE BY OWNER AND CITY. 1.e.1 JESTS l ' .1 MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE OF THE OWNER/DEVELOPMENT. AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HAROSCAPES, 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 PRESSURE OF 160 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 IRFIIGATION 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 ANO 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 SY.STEMS) 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 IS 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 WIRE$ .1 ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO 3ROUND 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 DELETIONS, THE CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION AND APPROVAL. FINAL ACCEPTANCE BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY. , 1.6.6 1. 7 1, 7 .1 1. 7. 2 1.7 .3. MINOR ADJUSTMENTS .1 MINOA ADJUSTMENTS (LEVELING AND CLEANING SPRINKLER HEADS, VALVE BOXES, ETC. INCLUDING PROTECTION FROM VANDALISM) WILL BE MADE BY THE OWNER AFTER ACCEPTANCE OF THE SYSTEM AND DURING THE WARRANTY PERIOD. 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 AND 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 (B\JILDINGS, 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 1/4 INCH IS SIZE. .6 UPON 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 DIRECTED 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 AND 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•BUIL T" MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. ONA WILL BE REQUIRED TO TRANSFER ALL AS· BUil T INFORMATION TO MYLARS .. AS-BUil TS SHALL BE ON CITY ORIGINAL M.YLARS. , \ CONTROLLER CHART • 1 AS-BUILT DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE CHARTS ARE PREPARED. • 2 PROVIDE ONE 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-BUILT 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 BLACK LINE PRINT AND A DIFFERENT PASTEL TRANSPARENT COLOR USEO TO SHOW AREA OF COVERAGE FOR EACH STATION. .5 WHEN COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHART BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS THICK. .e CHARTS SHALL BE COMPLETED. AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. OPERATION AND MAINTENANCE MANUALS .1 PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND PROPERLY PREPARED IN FOUR (4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDl;,RSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPIIRE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING: Landscape Architecture • Pl1u111ing . 1. 7 .4 1 .8 1.8.1 1.8.2 1.8. 3 1 .e .4 1.8.5 1.8.6 1.8.7 1.8.8 1.8.9 A. INDEX SHEET STATING CONTRACTOR'S ADD~ESS AND TELEPHONE NUMBER. B. DURATION OF GUARANTEE PERIOD • C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVE. D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. • 2 IN ADDITION TO THE MAINTENANCE MAN~ALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRU¢TIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE I TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT! THE CONCLUSION OF THE WORK THAT HIS SERVICE HAS BEEN RENOi!tRED . CHECK UST , 1 COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE PROJECT, USING THE FORMAT SHOWN: A. PLUMBING PERMITS (IF NONE REQUIRED, SO NOTE) B. MATERIALS APPROVAL C. PRESSURE MAINLINE TEST (BY WHOM AND OJIITE) D. AS-BUILT DRAWINGS COMPLETED (RECEIVED :BY. AND DATE) E. CONTROLLER CHART COMPLETED (RECEIVEOdl BY AND DATE) F. MATERIALS FURNISHED (RECEIVED BY AND ATE) G. OPERATION AND MAINTENANCE MANUALS FURNISHED (RECEIVED BY AND DATE) H. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY 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 . GENERAL REQUIREMENTS; CODE REQUIREMENTS SHALL BE THOSE OF sf ATE 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. EXTREME CARE SHALL BE EXERCISED IN EXCAVA'l'ING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. CONNECTIOl'IS SHALL BE MADE AT APPROXIMA'l'ELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOA CHANGES CAUSED BY ACTUAL SITE CONDITIONS. SCALED DIMENSIONS ARE APPROXIMATE. BEFO~E PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULL 1 CHECK AND VERIFY ALL DIMENSIONS. ! ' PLAN I.OCATIONS OF HEADS, VALVES, CONTAOLlER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. 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. DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. 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. I 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 SiiiALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF 7 DAYS PRIOR TO ANY PLANTING. I THE WORK SHALL BE ACCSPTED 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 ANO 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. APPROVED FOR PLANTING "AS BUil T" RCE I AND IRRIGATION ONLY, INCLUDING PRECISE EXP. LOCATION OF-:PLANTING REVIEWED BY: AREAS. -INSPECTOR ~ CITY OF CARLSBAD PLANNING DEPAFHMENT IRRIGATION SPECIFICATIONS FOR: RANCHO CARRILLO VILLAGE 'Q'-PHASE 2 DATE DATE m APPROvt:D I d~:.__ _____ l-ff-17 ASSISTANT PLANNING DIRECTOR DATE ' La Jolla Ccnlrc II '---~-1-==-+------------------~-::,--:::-+-::-=,--,f--::==--+-=-=c-i u\llN BY: __ _ 9255 Towne Ccnlrc Drive, Suilc 340 DA1£ INl11AL D111£ INITIAL DA1£ INITIAL CHKD BY: __ _ PROJECT NO. I DRAV.,NG NO. . 350-?L San Diego, CA 92121-3002 ENOMER or WORK REVISION DESCRIPTION O1HER APPROVAL arv APPROVAL Rvv.t> BY: 61'1 550-1575 • I'ax 550-1580 CT 93-04 CMWD 95-525 \» ut 0 ' ~ \ F 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-RA-IN 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. 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 AND 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. . • 1 POLYVINYL CHLORIDE PIPE(" COLORED CODED PURPLE") 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 SHALi_ BE PURPLE COLORED PVC MEETING ASTM-1784, TYPE I, GRADE PVC-1120, CELL CLASS 1254B. PIPE, ASTM 2241 FOR SDR CLASS PIPE, ASTM 2672 FOR "ALERTLINE" OR 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 eve 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. 2 .1.2 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 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. 2.1.3 RISERS: . 1 ALL SPRINKLER HEADS SHALL HAVE RISERS AND SWING JOINTS AS SHOWN 1111 THE DETAIL DRAWINGS. ALL RISERS AND SWING JOINTS SHALL USE MARLEX FITTINGS AND SCHEDULE 80 PVC RISERS OR NIPPLES. 2.1.4 FITTINGS: 2 .1.5 2.1.6 2.1. 7 2.1.8 , 1 FITTINGS, IN GENERAL, FOR ALL INSTALLATIONS SHALL 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 WIRES 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 METER TO CONTROL UNITS OR OTHER ,REQUIRED SERVICES. ALL SPLICES TO BE IN APPROVED PULL BOXES. ALL WIRES TO BE TWIN COPPER OR OTHER DESIGNATION AS REQUIRED BY CODE. AUTOMATIC CONTROLLER: .1 AUTOMATIC CONTROLLER: 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 STEEL ENCLOSURE, TERMINAL STRIP, ON/OFF DISCONNECT SWITCH W/ 110VOLT GROUNDED OUTLET. lAl\olfSA8cJEPRINT t . I RAINGUARD AUTO•RAIN SHUT-OFF DEVICE AND LOCKING, HINGED COVER. AVAILABLE FROM HYDROSCAPE 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 AND GENERAL ELECTRIC LIGHTNING ARRESTOR # 9L15DCB002 (50 OHMS RESISTANCE 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 AND 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 "PAV", "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 ACCOflDINGLY. VALVE BOXES SHALL BE PURPLE IN COLOR. 2.1.12 SPRINKLER HEAD: .1 SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED 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 .1 3 OUICK COUPLER VALVES (NON-POTABLE): .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 1 2.1.22. THE KEYS AND HOSES ELLS SHALL BE OF THE SAME MANUFACTURER AS THE COUPLING VALVE. \ . 3 SHALL BE 11• 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 "O' RING ARE EPDM OR VITON . 2 .1.15 MANUAL CONTROL VALVE: .1 MANUAL CONTROL VALVE 3/4" AND 1" 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 BREAKE!R 3/4" AND 1" SIZE SHALL Bl! 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 PREVENTER: 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. 2 O WARNING TAPE : .1 SHALL BE PLASTIC TAPE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS, "CAUTION· RECLAIMED WATER UNE BELOW" . THE OVERALL WIDTH SHALL BE 3 INCHES. • 2 WARNING (CAUTION) TAPE SHAt.L '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. 2 3 CONTRACTOR SHALL PROVIDE TO THE OWNER: .1 THREE (3) CONTROL VALVE KEYS. . 2 FOUR (4) WRENCHES FOR REMOVING EACH Dl~FERENT \. 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 LOCK1Np 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, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS. 3.1.2 INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 3.1.3 LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE ARCHITECT o'EFORE DIGGING TRENCHES. 3.1.4 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. 3. 2 INSTALLATION OF IRRIGATION SYSTEM: 3.2.1 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 TH~ 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 AND CLODS 1/2 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 APPROVEQ_ MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHL 'i' . COMPACTING ALL TRENCH FILLS UNTIL 90% COM!'ACTION 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 AND /OR PROPOSED PAVEMENT .1 TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHALTIC 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 WHICH ARE NOT UNDER PAVING SHALL BE COMPACTED TO EQUAL COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT FLUSH WITH T,HE ADJOINING GRADE. THE IRliJGATION CONTRACTOR SHALL SET \N 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 PROVIDE 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 INSTALLE.D UNDER ASPHALTIC CONCRETE PAVING. ·,,4 SECUR-1! PERMISSION FROM THB OWNER/DEVELOPMENT BEFORE CUTTING OR BREAKING EXISTING PAVEMENT. ALL NECESSARY REPAIRS 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, AND 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. ,;.,,A"-/ . 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. 3.2.4 3.2.5 3.2.8 . ; • 5 PIPE ENDS AND FITTINGS SHALL BE WIPEb 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-TD-SIDI! 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 HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH . I .10 PLASTIC TO PLASTIC JOINTS: SOLVENir-WELD, USING SOLVENT . 11 • 1 2 RECOMMENDED BY PIPE MANUFACTURER ONLY. SOLVENT-WELD JOINTS: ASSEMBLE 1 PER MANUFACTURER'S RECOMMENDATION. ALL PRESSURE PIPE 3" OR LARGER SH~LL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT: AT GATE ViALVES. TEES. ELBOW!! CROSSES AND ENDS OF PIPE RUNS; C!>R WHEREVER THE CITY ENGINEER DEEMS ONE TO BE NECESSARV. THRUST BLOCKS SHALL BE INSTALLED AS PER DETAIL. INSTALLATION OF BRASS PIPE; . 1 CUT BRASS PIPING BY POWER HACKSAW, Cl~CULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO SMOOTH AN UNOBSTRUCTED FLOW IS OBTAINED. • 2 CAREFULLY AND SMOOTHLY PLACE ON MALI! THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES .. CAULKING IS NOT PERMITTED. • ' REMOTE CONTROL WJRING: I .1 DIRECT BURIAL CONTROL WIRE SIZES: A~ SHOWN AND SPECIFIED HEREI~ BEFORE. \ . 2 PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4-FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. • 3 INSTALL CONTROL WIRES AT LEAST 24"' BELOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AS TERMINAL POINTS. . 4 INSTALL CONTROL WIRES AND IRRIGATlbN PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. I . 5 CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2·1/2 INCHES 0~ INSULATION FROM EACH WIRE. (2) CONNECTING AND SPLICING OF WIRE AT THE VALVES SHALL BE MADE USING DURA SEAL CRIMP SPLICES AS MANUFACTURED BY RAYCHEM CORPORATION. CONTRACTOR SHALL REFER TO RAYCHEM INSTALLATION PROCEDURES USING ULTRATORCH 3 HEATING TOOL. NO OTHER SPLICES WILL BE ALLOWED. AUTOMATtc, CONTROLLER: ! .1 AUTOMATIC CONTROLLER SHALL BE INSl.ALLED AS SHOWN AND DIRECTED. CONTROLLER SHALL BE TdsTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TC!> THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. , . 2 CONNECTIONS TO CONTROL WIRING SHALi BE MADE WITHIN THE PEDESTAL OF THE CONTROLLER. ALL wtRE SHALL FOLLOW THE PRESSURE MAIN IN SO FAR AS POSSIBLE. "AS 8 U I LT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LQCATION OF'PLANTING AREAS. RCE ..,____ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE l----+---+----------_----+---+---+---+----1 ;=I ===1::::'..I ====c===r:::r==r==A==N~==l':;::G~DE=9=At=T~=E=~=T =B=A=D==-:=_c ~ J IRRIGATION SPECIFICATIONS FOR: ·, Landscape Architecture • Planning La Jolla Centre II 9255 Towne Cenlrc Drive, Suite 340 t-,D-'A"'lE.-t-::,INl::;lla,Al,:-,r------------------+-,D-AlE ...... +-INl_ll_Al__,I-D-A_lE..;._+-IH-111-Al~ RANCHO CARRILLO VILLAGE 'Q' -PHASE 2 APPROVED I Ut& I./f::f.7 DATE,-ASSISTANT PLANNING DIRECTOR foWN BY: PRO.ECT NO. CHKD BY: San Diego, CA 92121-3002 D!Otl[[R Of WORK REVISION DESCRIPTION OTHE:R APPROVAL aTY APPROVAL 619 550-1575 • F.1x 550-1580 c==:.::...:=1 ____________________ .J.::.::::_::::::~L..::::.:..::::::'.:.;L::::::;;::;;;;:;::::;;::.:;=:::::::::;::;:;::::;::=::,:;;;;;;;::;;;;::;;;;::;;;;::~ I I DRAWING NO. CT 93-04 RV'Ml BY: 350-?L CMWD 96-525 I 1 I I I' "' ' ,. ' \ ',", I - ' --.--- F • 3 ELECTRICAL WIRING SHALL BE IN A FUGID PVC PLASTIC CONDUIT FFIOM CONTROLLER TO ELECTRICAL OUTLET. A CERTIFIED ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO THE SUB-PANELS, CLOCKS, OR ELSEWHERE AS REQUIRED, 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 VALVES: • 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. • 2 ALL BOXES ARE TO BE MARKED AS TO THE TYPE OF VALVE, CONTROL STATION NUMBER IF APPLICABLE AND IDENTIFIED AS REQUIRED, PER RECLAIMED STANDARDS. 3.2.9 SPRINKLER HEADS; .1 ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. • 2 ljOZZLE SIZE OF ALL 'HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NQTIFICATION BY THE ARCHITECT TO DO SO. 3.2 .1 0 QUICK COUPLER ASSEMBLY; . 1 INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. 3.2.11 BALL VALVES: . 1 INSTALL WHERE SHOWN AS DETAILED. 3.2.12 WARNING TAPE; WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. 3.1.13 WARNING LABELS & SIGN; INSTALL WHERE SHOWN AS DETAILED 3.1.14 WARNING TAGS· INSTALL WHERE SHOWN AS DETAILED 3.2.15 BACKFLOW PREVENTER; .1 BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. • 2 EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE ARCHITECT. 3.2.16 PRESSURE REGULATOR· • ADJUSTED REGULATOR PER PLANS 3.3 CLEAN-UP: LA MESA 9lUEPFIINT 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 I \ I IRRIGATION NOTES I WATER SOURCE STATIC PRESSURE; AT RECLAIMED WATER CONNElTIONS ARE CALCULATED WITH A FUTURE PERMANENT 660 FT. HYDRAULIC GfADIENT. 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. , . 2. +. 7. "I. 10. 11. ' I THIS WATER PRESSURE INFORMATION WAS OBTAINED FROM THE CARLSBAD MUNICIPAL WATER DISTRICT 1996. CALCULATED PRESSURE FOR EACH POINT OF CONNECtJONS ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY WATEPI PRESSURE BY DIRECT MEASUREMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT AS STATED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE O]NERS" REPRESENTATIVE BEFORE BEGINNING INSTALLATION. IRRIGATION SYSTEM IS DIAGRAMMATIC AND SHOULD B 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 END RUNS ARE TO BE 314" B. ALL LATERAL (NON-PRESSURE LINES CONNECTEb 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 AL NG FUTURE WALKS AND CURBS TYPICALLY. NO SHRUB HEADS ON RISER WILL 8 ACCEPTED ADJACENT TO FUTURE WALKS AND CURBS -SEE PLAN . POP-UP HEADS SHALL BE USED WITHIN 10' OF ANY PEDESTRIAN USE. CONTRACTOR SHALL VERIFY LOCATION OF WATER A~D ELECTRICAL POINT OF CONNECTION WITH OWNER. CONTRACTOR SHALL PULL NECESSARY PERMIT FOR WATER, ELECTRICAL, AND TELEPHONE • VERIFY WITH OWNER. SYSTEMS ON THIS PROJECT ARE CONTROLLED B'I' COMPUTER IRRIGATION CONTROLLERS CAPABLE OF TELEPHONE COMMUNICAtlON, FLOW SENSING AND SOME HYDRAULIC OR ELECTRICAL DIAGNOSTICS. ~ CONTROLLER LOCATION ARE SHOWN DIAGRAMITICALL l_ FINAL LOCATION TO BEE APPROVED BY THE OWNERS REPRESENTATIVE . AL PIP!; AND WIRE RUNS INSTALLED UNDER STREET PAVING SHALL BE SLEEVED. SLEEV!:S SHALL BE SCH .. 80 PVC. ' ALL SLEEVES SHALL BE TWO TIMES THE DIAMETER OF 1HE Pl PE 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. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITIES. FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. ~ THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJ' ST ALL SPRINKLERS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVE SPRAY ONTO WALKS, ROADWAY AND /OR BUILDING AS MUCH AS POSSIBLE. CONTRACTOR SHALL INSTALL "RAINGUARD" AUiliMATIC SHUTOFF FOR IRRIGATION CONTROLLER; MANUFACTURED BY WATER CONSERVATION SYSTEMS INC. INSTALL PER MANUFACTURERS RECOMMENDATION, INSTALLATION OF BACKFLOW PREVENTER (REDUCEII) PRESSURE BACKFLOW PREVENTER) SHALL Bl; PER STANDARD DWG. NO. OE"i'AIL W2ll DATED AUGUST 1993, C.M.W.D. SEE PLAN. , IF THE BACKFLOW ASSEMBLY IS TO BE INSTALL~b ON A SLOPE WITl-l A HORIZONTAL TO VERTICAL 11ATlO OR 4:1 OR GREAT R, A TWO FOOT (2') HIGH RETAININCfWALL MUST BE BUILT SURROUNDING THE A SEMBLY ON THREE SIDES WITH THE OPENING ON THE DOWN SIDE OF THE SLOPE. lHERE MUST BE A MINIMUM TWO FOOT (2") HORIZONTAL CLEARANCE BETWEEN THE RETAINING WALL AND THE BACKFLOW ASSEMBLY. ASSEMBLY MUST BE LOCATED IN AN AREA NOT SUBJ£CT TO FLOODING. ONLY REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES WHICH HAVE BEEN APPROVED BY THE STATE OF CALIFORNIA DEPARTMENT QF HEALTH SERVICES AND CARLSBERG MUNICIPAL WATER DISTRICT WILL BE USED ON THE WATER DISTRICT SERVICE WITHIN THE SERVICE AREAS OF THE CARLSBAD WATER DISTRICT MUNICIPAL WATER DISTRICT. IN. CASE OF-wlR_E FAILURE THE CONTRACTOR SHM.L 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 VALVE />IND OTHER VALVE BOX. USE OF RECLAIMED WATER REQUIRES THAT ALL PIPE, SLEEVES, SPRINKLER HEAOS, REMOTE CONTROL VALVES, QUICK COUPLER VALVES ANO VALVE BOXES BE IDENTIFIED AS CONTAINING RECLAIMED WATER. ALL INSTALLATIONS SHALL BE ACCORDING TO CARLSBAD RECLAMATION RULES ANO REGULATIONS FOR CONSTRUCllON OF RECLAIMED WATER MAINS, OCTOBER 1993. LOCAL CODES AND STAND ... RDS. ALL _..PIPE· FOR THE INSTALLATION OF SYSTEMS USING RECLAIMED WATER SHALL BE COLORED CODED PURPLE. _APPROVED FOR PLANTING AND IRRIGATION ONLY, , INCLUDING PRECISE LOCATION OF'PLANTING AREAS. "AS BUil T" RCE __. __ EXP. ___ _ . REVIEWED BY: \ ' DATE , INSPECioR ' DA TE -r1-:::r::J::::::::::::::::::::::t:::r:::l:::r::~r;:;;;;.;~~~~~~~~~~~;;;;;;;:;1 _...::,~fl Sll.;,, ,v_.,.. -J-----11----+-----------+----t--+---+---t I s1'1ET j CITY O.tt CARLSBAD LHljEET_s __ j .._, ,/ /), "'ii\""'--~===='..'.:::==::f'l.::=A::N::N::IN::G:::::D::EP::A::R::T::M::E:::N::T::::==='..'.::::..._..'.....~ ~ :.,, ~ IJ . · IRRIGATION SPECIFICATIONS & NOTES FOR: -II • S/~~; I , ~;IL:~ Landscape Ard1ileclure • Manning La Jolla Centre II 9255 Towne Ccnlrc Drive, Suitt 340 San Diego, CA 92121-3002 619 550-}575 • Fax 550-1580 RANCHO CARRILLO :====="""""'::::::::V=ILLAGE 'Q' -PHASE 2 t===:t===t=======================:::===::===:::===:===: APPROVED 7 //,/ / . C,,, -~ 76 ,;,(.IJ,L . ~-( ,....,, ASSIS'rANT PLANNINC OIRi;CTOR 'DA TE DA1E NllAI. IIIH Ci <IF WOIIK REVISION DESCRIPTION DATE NllAL DATE INl'IIAI. I DMI BY: ---11 PRO.£CT NO. I DRA'MNG NO. t-O-MII-Al~PR_O't_.ll __ QTY_APf'fl.OV,~-.11.--t -= :~: --_ _ CT 93-04., 350-7L CMWD 96-525 • F A MESA Bl UEPR NT PRESSURE/CALC. POT. oopy D_ATE: 12/4/96 PREPARED BY: JOB NUMBER: 96-024 MARVIN H. TANIGUCHI JOB TITLE: RANCHO CARRILLO VILLAGE "Q" Phase 2 . H~~~:~~~-CALCL~L;~l~t: •· _SYSTEM: !c~\~:~~L~~:~~:~:E: -~ c;·•c"·"·'·,:,••,~,-•,•.•,,::,,::c:-: >··•· ··· ·:··:·:,: '' •:,:·::;,: ':;,·:;::,:c:;:,::.~:-,';·'."-::·,:a,: _,,,,,c,:::«•:·:~>J:,:i: ,,,,,.. ········ fl"""'" ········ ' ,, .... ,, ::•:·:•;:• STANDARDSYSTEMLOSSES?c/":L?··+••t:<;::n•(·" •-· ••• :·:c;Y).SIZE( :•;/: :r:esftoss{ -----e---------+---_ j ·-WATf.R METER: 3 I 4 " 2. 6 0 BACKFLOWPREVENTER/ATMOSPHERIC) 1" 1.20 l---~~------1 MANUAL CO~ffROc VALVE: 1" 1.1 O IIRRIGAT!nN 8°RINKLER HEAD (OPERATING PRESSURE): 30. 00 ! lvl~STt;,R VALVE: I PRESSURE_R_E~G_U_LA_T_OF_:-+: --1-,-, ---+---3-.-0 0---1 ---+-------'Cccf-'i1 E~C'-'-K'--'V,.A_=L VE(SPRINKLER HEAD): 3 . O O -----· -·-··· I BAL_I__V_A_L_V~E-+: --1-,.--+--1.00 ··H·_· ·y•·o··•-'A''u;· .. n1·c"'•_rG·· .. R.i ~•o····E""C":··H· ··A·••N·"·a·:•eY'••·10!1EI;,.~1J:J:I~:~: ltfa.~g~~~.~,Tt 5 • 0 0 n L , ~ ·. . . _ ",'::'::\, .. '=:'!:'::m':'J:•=:·:\''.··-=»''"'·::,-:'/::\:-!"-:,:i,/'-;\:;f;_·,·t:::·/i HGL OF STREET MI\IN ELEVATION: 336 .6 ELEV. OF IRRIG. HEAD@ HIGHEST POINT:1 _ __.3,_4 .. 2.__---+------1------l J ·•-~LEYATION[)IFFER~NC~: 5.4 i-=""'=·V~-~OIF~F~.X~-"~'-+--=-2~.3~4----l cil/\ts!ib!f i>vc'..e1eE NON,PRESSURE· :ii:i;::i@@T:I ••;H!i'((:',ij"\!ff:\ PIPE SIZE LENGTH ffi.1 PSI LOSS ----+-----+------I 3/4" 30' 7.8 0.86 1 " 30' 14.3 0.78 1-1/4" 1 -1 /2" 2" 2-1 /2" SUB TOTAL 1.64 1.64 cL/\~§ M!''PVd'plF!"Et'PRESsO·Re'MA1Nl.fNi! !;i'i!Fili !tfFP!! if' PIPE SIZE LENGTH ffi.1 PSI LOSS 1--~~11_" ___ ,-_1~0~·---+---'-13~•:.:_o_-+-2.35 1 -1 /2" I---'-----+----+-----+--------1-----+-----I 2" 2-1 /2" 3" 4• SUBTOTAL 2.35 2.35 t------+------+~ TOTAL PF ESSURE LOSS: 53.23 AVAILABLE Pl'lESSURE (PSI): 75.00 AVAILABLE RESID AL PRESSURE: ·•, t ,,jfilj PRESSURE ADEQUATE Page 1 PRESSURE,CALC. RECLAIMED DATE: 1214/96 PREPARED BY: JOB NUMBER: 96-024 MARVIN H. TANIGUCHI JOB TITLE: RANCHO CARRILLO VILLAGE "Q" PHASE 2 HGL:700 HYDRAULIC CALCULATION , , ___ •-_ . PRESSURE~ s;:::;;~JsreM-~:ssEsj:••·1;;:,::::~i:=,: !iUTfftn!;:.;1;:. ::,:;:::;:, .. ,1••:--1•:;;L!i ••li%i:T;:::s;,: .... ::. WATER METER: 1-1 /2" 3.00 -1-----t---=BA:..cCccK_._F=-LO_.,_W=P_._R=-EV_..E=-NT=ER: 1 -1 /2" 8 . 6 O l--------1 ____ _,___.R~E""M"-'O'--'-TE CONTROL VALVE: 1 " -7. 0 0 IRRIGATION SPRINKLER HEAD (OPERATING PRESSURE): 30 .00 ---l-----+----"-Mc.:Ac::ST_..E=--R_._V_..A0_LV_E: 2" 1. 0 0 1--------1----_,_ _ __,_PRESSURE REGULATOR: 2" 3. 0 0 CHECK VALVE(SPRINKLER HEAD): 3.00 l-------1-----+----. BALL VALVE: 2-1 /2" 1.00 PIPE FITTING (ALLOWANCE):_,_____ 5.00 HYbRAUOt:n~F(~J)E:·cHAN.GEV?WLlt%!_'.:;[f/IF!1,f1T'.1.;J 1!TYL":tI)f'.n?l: -----1-------l HGL. OF STREET MAIN =-EL=E=V_._A-"=Tl~OccNCJ: -~3~3-c-4_-+ ____ -+-_ icLEV. OF IRRIG. HEAD@ HIGHEST POINT: _ _-3-_--5_-,3_--1------+-----l ;~§s''2bqi1vk• pi~~~rYtJ)~#~§Dil~i'½~0\ ,;•!WJ?:!!!!•i1!1fl:il'i1l!•t' ELEV. DIFF. ''cc"-1--=-8 ... 2 .. 3 .___, PIPE SIZE LENGTH ffi.1=---t--PS'-'l=-LO=-S~S.__+-----f------l 2.18 3/ 4" 75' 8.4 1 " 15' 12.6 0.29 1-1/4" 30' 25.2 0.74 1 -1 /2" 5' 37.8 0.13 2" 2-1 /2" SUB TOTAL 3.33 3.33 ec~~SilJsi1Y¢Pif'.EiieR_ESS0REMAINLiNE'JiiLWf!HW''iii/'ill'@!i•i Pl'ESIZE LENGTH C'Rc.~c__--+---'P-'S=-1 =LOS=S.__+--------1----- 1 -1 /4" 1 -1 /2" 2" --~ -1 _,./2=-"--+-___:5!'...'.0'-'0'-' --+----'3ec7c:.·,c0 -+-2e:.:·:.:c0.:c.O --+------1-----1 3" 4" 1--------l-----+S"'U"'B,_T_,.0.,_T,,_A..,L._ 2 . 0 0 2. 0 0 ----+------1------1----'-TO.,_T .. A_.-,Lcc_P-_,RESSURE LOSS: 75. 1 6 AVAILABLE PFI. _Ess_ URE (PSl):r'l""" 85.00 e--------+-----+-----"-'AV'-;A-"ILA=..=B:-,L-,_E .. R--ESc:I.DUAL PRESSURE: µ22 ,· PRESSURE ADEQUATE Paga 1 M19 PRESSURE,CALC. RECLAIMED c.=D.,_A:.:_T=.E:.___--1-__.12/4/9_.,_6---+------l-----+---!---.J.:IP_:_R_.-,E,._P .. AR,_.,Ec::D:..:Bc:.:Y~: JOB NUMBER: 96-024 MARVIN H. TANIGUCHI JOB TITLE: RANCHO CARRILLO VILLAGE "Q" PHASE 2 H' 1._;7()0 HYDRAULIC CALCULATION PRESSURE: -METER NO. I,••... •21 SYSTEM: "'TP!Mf9'!••¥1• GPM: -1--"--==--+---=-=--~ ··:•,,: :,::::<•-·:--·,,·:·:·-·w·:»·•:,:-J,_,,,,c,::•,:«<·•:W•S:•:<•''···.-.,••,:,.•,•--··•p:[': sTANDAR□-.svs1eM:.LossEstH= rrJ?tlCiW'WHtF? /~itt:1'G1rnrt:1r'J1:rn1rn:Jt:::JJZE'.tmtJtt:m:Ji1tsru,s$:11r1 WATER METER: 1 -1 /2" 3.70 l-------1-----+ __ BACKFLOWPREVENTER: 1-112" 8.20 REMOTE CONTROL VALVE: 1-1/~" 3.30 IRRIGATION SPRINKLER HEAD (ClPERATING~PR=E=-'S._.S'ccUccR~E)c-1: ---l'c-c---+--"3"'0-". 0-::0c._-1 MASTER VALVE: 2" 1.00 PRESSURE REGULATOR: ~----F2_"----1-~3_... 0-'0--l CHECK VALVE(SPRINKLER HEAD): 3.00 '---.... ---• ---=rc:.:.:==::..:.;~:=:_:.:,:=.:c1-+--+=~+-==-1 BALL VALVE: 2'1 /2" 1.00 HGL. OF STREET MAIN ELEVATION: 390 ____ jLEV. OF IRRIG. HEAD@ HIGHEST POINT: 353 I ELEVATION DIFFERENCE: -37 ELEV. OIFF.X.433 _, 6.02 CLA~§2001PVd!'i>'1i!E f.ldfl"!f!RESSUREi)(iiiiDi!Hiiffrirliil!\11:!!%!~% ---.. -===t-----'==----1 PIPE SIZE LENGTH ffi.1 PSI LOSS 3/4" 70' 6.8 1.56 1 " 65' 15.2 2.02 1-1/4" 40' 22.0 0.72 1-1/2" 5' 42.8 0.06 2" 2-1/2" 4.36 • PIPE SIZE LENGTH (R-1 PSI LOSS 1-114" 1 -1 /2" ' 2" 2-1 /2" 1240' 443.8 7.56 3" 4" SUBTOTAL 7.56 7.56 f------+--'-----+-----+---T-"O._,T-"AccLc_PR:.cE,,_.S .. S~U-1E LOSS: .. _54~. 1_0_-1 AVAILABLE PRESSURE (PSI): 75.00 • 1------+-----+----'AVAILABLE RESIDUAL PRESSURE: nnw~mlltf:h ii' PRESSURE ADEQUATE Page 1 \ "AS BUil T" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF'PLANTING AREAS. RCE; REVIEWED BY: : EXP. DATE ~OiC___,4 (31J)s~2: : 7 •~-=--=--~-=:=_-=-~~"[__~-=--=-~-=--=-~-=--=-~-=--=-=-=--=-=-=--=-=---=-=--+L=---=-=,__-~=_;-~=-"'T~=--~r~[ ==~=:=~1:::;;;:::::::~=1 "" V\ IRRIGATION CAI.CULATIONS FOR: INSf'ECTOR DATE CITY OF CARLSBAD ~l PLANNING LlEPAHTMENT J '; -t'J.~'f;,,))-!_,,./ ,__ ,_I_! RANCHO CARRILLO ,I>_ ' llato 4~ l---+---~----------------+--+--+---+---1 ~Tl(W1/ 1------.~-+------------+ VILLAGE 'Q' -PHASE 2 -~ APPROVED -,-::;?Ji {J g* Landscape Architecture • l'lanni ng l---+---~----------------+--+--+---+---1 L::A;S;S;:IS:;TA;N::T::::P:::L::A::~::::::IN:;G~D:::l::RE::C::T::O~R::::::;~~~=~~===-D~A:::p~~ La Jolla Centre II = UWN BY: _ __,___ PROJECT NO. I DRA\\1NG NO 9255 Towne Centre Drive, Suite 340 DA1£ INITIAL OA1£ INITIAL DA1£ INITIAL CHKD BY: ' CT 93-QA; 350-?L · San Diego, CA 92121-3002 ENOMER OF WORI< REVISION DESCRIPTION 01HER APPROVAL CllY APPROVAL R~ BY: '1' _ 619 550-1575 • Fax 550-1580 CMWD 96- ~ ~ ' ~ ; . ,_. '. : ·-... ------0 =.,, .,; --···•"" . ....... -- i ::i ---1-- ::i LL - □ / .· :6 -· --•-·•--!-+----,-•----·--·' ¥) .· I . I l ~~: CJ\ili., lr,f;) ·::1,·•t~ \· ' 1 i I : . . +.z.:~•,· .. •0~),~~\.\. : u:rr• .. ~. ·. •. ·---~1 ·. tGf6-k llt, I, J ! i . ' 1~4 :.1:2¥>-µ i .\ '- \ g•. i :T· l§ wtJ 'eU J ~~Nr"S; -- ----------BJ;:.------• " IN J-11:'i-l&I--/T, • : : -_ • • -~ • m-H N 11+1:S -. ;z,::,r.ie · -------_ /. -'. ' i '-~ .?('· .. _\ .. /_ ··-0---._ -------~ ·. ·. . ···-., .. : ..... --______ ---,-, -..,.,.,~,".,,.;;'-__ < ___ ---.-_ • ii ·-.__ -. ··-. · .. -,rec, ·. · .. • i • ! ! I l i i 40 zo O 40 10 --- GRAPHIC SCALE \ \ \ \ ,\ \ \ NJ co ' "AS INSPECTOR 0000 ~¥---------;:£;;.:.=_ •• ~.:.:• \ \ BUil T" DATE ~-----::-::c:-=-=::-=c-:-:-;;;;;;:~E===f===±========================t====t===t===i==~ APPROVE~~ ft P __ -------------__ J,,_,_-1-f:H~'~ APPROVED FOR PLANTING '. PA~SS~IS~T~A~NrE'~.1 LA~A7'~Nl~NG~Dt,gRE~CI~O~R~~~=-=·TT-~~D~AT~ETID AND IRRIGATION ONLY, ;:: PROJECT NO. DRAWING NO. OWN BY:-~~ INCLUDING PRECISE DATE INITIAL DATE INITIAL CHKD BY: ---CT 93-04 350-?L LOCATIONOFPLANTING DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: AREAS. ENGINEER OF WORK ' N . : : : .-:'-~ ';r.ci,i~· .·· .. ·' . . / ; ' j . • : ; ; : . i•~:··.· ,' : : : . / N ·~.··'\ H ~ . . \! i./ t: r, ,' :' f : ·. ·, ' /-.i" I ':i i/1 i• : : ; ! i : .· ; ,: :· i : i . u. 1 ' ~, ~JI i it: J-1 •, • I I i r ' l I I/ \\ \ \ \ \ . ' ¼ /"'._::."",.,, :--, t Ln '.1 \l °', C.Jl) 40iiiiii~zo:;,i,,,,111111'iio iiiiiiiiiiiiiiiiiiiiiiii•40_..""""""""""'lso GRAPHIC SCALE \,a\{;\ I I \ l Ir'\ "'' 1U1 ~-1 0 l \ + l \ I I I . .,., 1-<i-- 1 I I \ \ \ \ l T 0 r I • • • • • • • • • • • • • • • ' : i : • • • • • m j r ( "J) 2.e, ~---1.&.c,, -4C.W' \ 0 i "AS BUil T" DATE ~ CITY OF CARlSl8AD 1----1----+----------------+-----,l------+---+-------J ~ PLANNING DEPARTMENT ::=~=::::::+::::=::=:::==========='...==~ [ju PLANTING PLANS FC R: RANCHO CARRILLO VILLAGE 'Q' PHASE 2 C. T. 93-04 ~-----------tl--~--~--_t_-_-_-_-_t_-_-_-_-_-~~--~----_-_-_-_-_-_-_-_-_-_-_-_-~~----_-_-_-_tl----~--_1[_-~_-_1[_-_-_-_-;f----_-_1 ..... :=A::::P::::PR::::o=v::::E::::D,==___p_=~=,,,=============~ APPROVED FOR PLANTING 7_,.,~;,~JL 7 {~f_;7 AND IRRIGATION ONLY, 1------1------+-----------------i------ii----t-----i-----i .,..As::-:s,.,-1s=1,.,.A'"'N1==PLA--:-:cN+1.l<IWl"z-,G'f:u1R~c=::-To::-:s=------_---11ATE INCLUDING PRECISE DATE INITIAL ~o=w=~-=-s=Y=.=_c:'-_-=:_c.c_"""-=1"'-==;-;:, 1==P='R=o=JE==c==r=N=o.==::;1-;:o::;R;::A=w==1N:;:G::::N~O~. LOCATION OF PLANTING DATE INITIAL I-D'-A __ TE"---.LI_NI_TIA_L-+---~---1 CHKD BY: ---CT 93-04 350-?L REVISION DESCRIPTION AREAS. ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWO BY: <» ~ 0 I ~ 430 .. ··.··••··•··.1·"0'11LL.AGE•••'•R'•'···•·· • ;i.t t'~• +r···h . / ··1$ qt>f-. ··\\\ I ·"c,Qtf'~.i .. / __ .. :l . .. / ''.I.: \:' . ··•···.··•··•·· (FUTURE} ./ .... ,• / : .' ·~;=::;=:;,:::::tj 4:~, / (p?,) 1% K' I I f. I~•\/, \C,, ~·~ '1 40 20 a "° 80 ---l GRAPHIC SCALE \ \ '24IJ?t?X \ )\\ \ " 1Z I '.>,.A,;;'"'}\ .J 2.J-1\,,__.-~ 0 \. \ APPROVED FOR PLANTING st ·.·.•.'·~·-.·.· ,s. 0. ·o \\ \ / /I, II . • ,, ' / / /;I . . .. ' · WY1'1-!lfl .. ./ /" ,•. / ./ / /;◊.' / 1/ I I i: I ,p_\\\ ~\ \\ • " INSPECTOR II ii I~ I . I, -~ ~ 1 DATE ·1---+---+--------------------t----t--,---,--1 RANtHO CARRILLO VILI AGE '0' PHASE 2 C. T. 93-04 APPROVED: --;:bf II. 0 AND IRRIGATION ONLY, ASSISTAl'lTPc ,;; GDIRECTOR 3-lf-97 ---Dill INCLUDING PRECISE OWN BY:--~ I PROJECT NO. I DRAWING NO. LOCATIONOFPLANTING DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ---CT 93-04 350-7L L ____ ..J.~~~~----.1:E~NG~IN~E~ER~Of~W~OR~Kj ___ ~R:E~V~l=S~IO:N.:_:D:E~S~C~R~l~P~T~IO:_:N _____ fO~T~H~ER~A~P~PR~O~V~A.:.L_L'.C~IT~Y~A~PP~R:o~v~•-=-L~R=V=W=D=B=Y=•===:::!..=====::::::::==:::.'.:====='.J .. AREAS. 'I I I I I ...J DEPTH OF ROOTBALL • 'i' -,.,, 4 TREE TIES IMIN> TWO AT TOP OF STAKES 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/GRATE CBLACKJ 6" MIN. BASIN FINISH GRAOE PREPARE_D_JIACKFILL MIX ·~ __ _i,R.Q.QTBAI.L:SET 1" _ 2X ROOTBALL RIGID PVC DRAIN PIPE POSITIVELY DRAIN g. DAYLIGHT AT SLOPE ONTO ½ CU. FT. GRAVEL. ABOVE FINISH GRADE SLOPE 1"/tT, 4" PERF, PVC DRAIN PIPE W/4" PVC DRAIN CAP/GRATE <BLACK) 4" PVC CAP/GRATE IN 12"x12" a" PEA GRAVEL FILLED SUMP, WRAP W/SOIL SEPARATOR TO COVER I!. FAS TEN TO HOLD. A TREE PLANTING STAKING ON SLOPE NO SCALE 5'·0" LENGTH WHITE SUl;lGICAL TUBING OVER GUY WIRE CTYP,> DEPTH OF ROOT BALL 2X ROOTBALL PLASTIC HOSE TIE GUY WIRE REQUIRED TO SUPPORT TREE (3· REQUIRED) 6" MIN. BASIN FINISH GRADE DE ADMAN C TYP,) 4"•4"x18" RWO. U-.1-,;--.-LF..,R-"'Twl .,,IZER TABLE TS PREPARED BACKFILL MIX ROOTBALL·SET 1" ABOVE FINISH GRADE -~~l-OPE 1"/FT 4" PERF. PVC ORAIN PIPE W/4" PVC DRAIN CAP/GRATE IBLACK) RIGID PVC DRAIN PIPE ___ ;4" PVC CAP/GRATE IN 12"x12" ~P~OS:::l';cTl"'v-=E L=,Y~D~Rc',Al',--N'--"-s. ·"--17,;;;-PEii GRAVEL FILLED SUMP, DAYLIGHT AT SLOPE ONTO WRAP W/SOIL SEPARATOR TO 1/2 CU. FT, GRAVEL. COVER I, FASTEN TO HOLD. ©1-T-:-R~E---=E ___ P L=-A_N_T_:..:.I N...:...:G=---=&.:.._-=G_::.U...:..Y.:.:..I N.:..:::G:__ ____ _ NO SCALE SHRUB SLOPE 1"/FT. 3" MIN BASIN FIIJISH GRADE ROOTBALL ·SET CROWN 1" ABOVE FINISH GRADE SLOPE 1"/FT. ©---:-~=- 0 H-:-:~:-::-~-::-EB_P_L_A_N_T_IN_;G--=O;,_N...:.__::S:....::L:....::O~P-=E:___ ___ _ DEPTH or ROOT BALL . "' 4 TREE TIES CMIW ··rwo AT ror·or·sTAREs OTHEflS WHERE NEEDED TO SUPPORT TREE TREE ST AKES SET _:., ~rsiot· or·iioorsiiLC ,_,.. 4" PERF, PVC Dl~AIN PIPE -·- ····10 E!cii t6t.i or Rflolsi'i.L W/4" PVC DRAIN CAP/GRATE (Bl.ACK) 6" MIN. BASIN FINISH GRADE --·---------- @ TREE PLANTING NO SCALE STAKING ___ SPECIMEN .. TREE Pl AS TIC HOSE TIE / GUY WIRE REQUIRED /, I TO SUPPORT TREE ~ /i I (3-REQUIRED) 1/ ; 4" PERr, PVC DRAIN PIPE l.___,<"r-1ir»-.i.;..___1-1:...1...// .. -~~4 ~o;JgMo~~~iig!r,s:};~ 5'-0" LENGTH WHITE SURGICAL TUBING OVE~ GUY WIRE ITYP.) DEPTH OF ROOT BALL 2X ROOTBALL @ TREE PLANTING NO SCALE / IBLACI<> 6" MIN. BASIN FINISH GRADE DEAOMAN (TYP.) 4"x4",18" RWD. GUYING PLANTING DISTANCE SCHEDULE ' I' -~' ''ml ', Jr,-.. ---·--~S;c;.P.;sR""E"'ADa,20s_N~Wc,:Al'e'. L~O"cRC-,-!-f Eb!f~K~E. ...... FEET ON CENTER ROW DISTANCE SET BACK AND SECURE: W/PLIISIIC TAl'E , Q OR WIRE / • ;'11'0 / ' / ,, ~ i . ,, '. f 2X ROO 1 BALL SLOPE l"/FT. 3" MIN BASIN f INISH GR ADE ROOTBAI.L·SET CROWN 1" ABOVE FINISH GRADE- 'A' 'B' _:£:_ -8 .. 70 7" 1'·0" 1D1/ " 11" 1'-.3" 1~" 1'-0" 1' · 6" ,. -4" 1'-0" 2'-0" 1'-9" 1'•6" J'-0" 2'-6'' 2'-6" 6' ·O" 5'-2" 5'-6" 8'·0" 6'-11" 7'-6" 10' ·O" 8'·8" 9' -6" 12' ·O" 10'·5" 11'·6" 20' -0" 17-4" 19' -6" PL AN TING GRID e D O e e e e O 0-1 D O O e • e D O ···--'!'i e D O e e e e O 0 • • 0 • • • • • ~ D D O • • • • • '-., ".;)' 0 0 0 0 e e ti O ,. e D O e D e IP <II O ·uf ® VINE PLANTING F --:-:N:-:-0-:S=:::C-::AL-;:E----------·---© GROUNDCOVER PLANTING NO SCALE PLANT LEGEND ,,,,S_._,YM=BO..,_L,.______,,A BB.REV. Iflfil;_S BOTANICAi-NAME R!MARKS COMMON NAME,.__ __ __,,S,..,IZ,,,,E~----'-"!=.!!1~w.z.-DETAIL 00 0 0 0 0 0 0 SHRUBJi 0 0 0 AGO, FLE. EUC, FIC. EUC, NIC, JAC. ACU. LYO. FLO. PIN. Ton. SCH. MOL. TRI. CON. CEA. GRI. 'S.A.' COT. PAA. HET. ARB. LAN. MON. AGONIS FLEXUOSA EUCALYPTUS FICIFOLIA EUCALYPTUS NICHOLi! JACARANDA ACUTIFOLIA L YONOTHAMUS FLORIBUNDUS PINUS TonnEYANA SCHINUS MOLLE TRISTANIA CONFERTA CEANOTHUS GRISEUS 'SANTA ANA' COTONEASTER PARNEYI HETEROMELES ARBUTIFOLIA LANTANA MONTEVIDENSIS 0 NER. OLE. 'M.R.' NEnlUM OLEANDEn NEA. OLE. 'P.P.' PIT. TOB. 'V.' CD RAP. IND. VINES BOU. 'S.D.R.' i f3ROUNDCOVERS L?:2J SAC. PIL.'T.P.' E3 DEL.ALB. a GAZ.SPL. -PEL. PEL. 'B.' NOTES: 'MRS. ROEDING' NERIUM OLEANDER 'PETITE PINK' PITTOSPOAUM TOBIAA 'VAAIEGATA' RAPHIOLEPIS INDICA BOUGAINVILLEA 'SAN DIEGO RED' BACCHARIS PILULAAIS 'TWIN PEAKS' DELOSPERMUM ALBA GAZANIA SPLENDENS 'MUL Tl-COLOR' PELERGONIUM PEL TATUM 'BALCON' 1. ALL TREES, UNLESS OTHERWISE NOTEO, SHALL NOT CONFLICT WITH PUBLIC UTILITIES AND SHALL BE LOCATED A MINIMUM OF: 3' OUT OF PUBLIC RIGHT-OF-WAY 5' FROM PAVING 7' FROM SEWER LINES 2. ALL PLANTING AREAS, UNLESS OTHERWISE NOTED, SHALL INCLUDE A COVER CROP MIX IN ADDITION TO THE SPECIFIED PLANT MATERIALS. 3, INSTALL 3" LAYER ORGANIC MULCH IN ALL NON- TURF PLANTING AREAS LESS STEEP THAN 3:1. PEPPERMINT TREE RED-FLOWERING GUM NICHOL'S WILLOWED LEAFED PEPPERMINT JACARANDA CATALINA IRONWOOD TORREY PINE CALIFORNIA PEPPER TREE BRISBANE BOX WILD LILAC COTON EASTER TOYON LANTANA DWARF OLEANDER DWARF OLEANDER MOCK ORANGE TOBIAA INDIA HAWTHORNE BOUGAINVILLEA COYOTE BRUSH WHITE TRAILING ICEPLANT TRAILING GAZANIA IVY GERANIUM COVER CROP MIX BOTANICAL NAME Alyssum Alyssum Laslhenla Chrysotoma Phacella Campanularla 24" BOX 24" BOX 15 GAL. 24" BOX 15GAL. 15 GAL. 15 GAL. 15 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. I GAL. 1 GAL. 5GAL. FLATS FLATS FLATS FLATS HT.~ 1' MIN. X SP. 5' MIN. HT, ~2' MIN. X SP. 4' MIN. I HT. !I' MIN. X SP. 3' MIN. i I. HT. \ 1' MIN. X SP. 5' MIN. HT. r' MIN. X SP. 3' MIN. HT. 7' MIN, X SP. 3' MIN, HT.!!' MIN. X SP. 3' MIN. HT. B' MIN. X SP. 3' MIN. i FUi, BUSHY, GO DCOLOA FULl, BUSHY, GOOD COLOR FULL, BUSHY, GOOD COLOR FULL, BUSHY, GOOD COLOR FU!, BUSHY, GO DCOLOR FU , BUSHY, GOOD COLOR FUIJL, BUSHY, GOOD COLOR FUUL, BUSHY, GOOD COLOR FU~, BUSHY, GO DCOLOA PLJ~T O 12' O.C. PLJ\NT @ 18" 0.C. PL INT @ 18" O.C. P NT O 12" O.C. COMMON NAME RATE LBS/ACRE 1Carpel of Snow• 3 'Royal Carpel', 3 Dwarf Goldfleltls 0.5 California Bluebells 0,5 TOTAL POUNDS PER ACRE 7.0 The followlng materials shall be In the mixes: Mulch • Conweb Fiber 2,200 lbs./acre Binder • Terra Tac #3 150 lbs./acre Fertilizer 16-20-0 400 lbs./acre SAMPLE TO CITY INSPECTOR FOR SUBMIT APPRO JOBSIT VAL PRIOR TO BULK DELIVERY TO E, i ~~nsr4;~ ,, ' i ~ ' / I r2? f:J tP Lw ~ C CID A CID A A/B B A E/F E E/F E/F E/F E E E/F F G G G G MIN. % PURE/GERM 98/80 98/80 50/60 98/75 ~~'-""'"·"if: J~a;je , [.) II AS BUILT" ... \\ .., ~ ~~ Dalo APPROVED FOR PLANTING ' ' . ~~1ff r~I AND IRRIGATION ONLY, ' 1t 96-024 INCLUDING PHECISE DATE RLA EXP. 01\IA Londooape Archlleclure • Plannln1 LOCATION OF PLANTING REVIEWED BY: Lo Jollo Cenlr" 11 G2ft5 Towne Centre Drive, Sulte 340 AREAS Son Diego, CA 92121-3002 619.550.1575 • F•• 550.1580 INSPECTOR DA TE I sr~r I CI~ 'Y OF CARLSBAD Sll~TS-l ' PLANNING DEPARTMENT ,, .. PLANTING DETAILS & LEGEND FOR: RANCHO CARRILLO VILLAGE 'Q'~ PHASE 2 . APPROVED /~/,, ,j/ i'-tf-17 ASSISTANT HANtjlNG DIRECTOR DATE --OWN 8 Y: DATE IN I1 IAL ---·--· PHOJECT NO. DRAWING NO, UATE INITIAL OA IE HIITIAL REVISION DESCRIPTION CHW BY: CT 93-04 350-?L [l!G ltlHR or ffllAK OTHER APPROVAL C llY APPROVII. RVWD BY: . 0 w ,, •· " ~ 1 •.•................ SECTION 0241!0 LANDSCAPING PART I • GENERAL 1 .1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN, 1. 2 SUMMARY: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. . 1 RELATED WORK; IRRIGATION SECTION 02441 1.3 SUBMITTALS: UPON BEING AWARDED THE PROJECT, CONTRACTOR SHALL SUBMIT A LIST OF SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT. 1 .4 GUARANTEES AND REPLACEMENTS: .1 SHRUBS, VINES, AND GROUNDCOVER SHALL BE GUARANTEED TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR NINETY (90) DAYS, WHICHEVER COMES FIRST. . 2 ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEAL THY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE. . 3 ALL PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (14) DAYS. • 4 PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO OWNER. 1.5 OBSERVATION: .1 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. • 2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: A. PRE-CONSTRUCTION MEETING. B. INCORPORATION OF SOIL CONDITIONERS AND FERTILIZERS INTO THE SOIL. C. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. D. APPROVAL OF PLANT MATERIALS. E. WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. F. ORIENTING SPECIFIED TREES. G. VERIFICATION OF FINISH GRADES, H. APPLICATION OF PRE-EMERGENT HERBICIDE. I. PRE-MAINTENANCE OBSERVATION. J. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. K. FINAL OB~ERVATION 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 OSSERVATION 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 DR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH OBSERVATION. 1.6 MAINTENANCE: • 1 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE ANO IRRIGATION WORK ON THIS PROJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALENDAR DAYS. .2 THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. .3 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS AND LAWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, 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. • 4 FERTILIZER (COMMERCIAL): 7-9·4 WITH CHELATED MINERALS SHALL BE APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 30 DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE APPLICATION RATE. ----------------- ·-------·---------·--·--------------------·-------------------· 1. 7 1.B 1. 9 • 5 THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON 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 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 LANO SURVEYOR TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEER DRAWINGS. GENERAL REQUIREMENTS: .1 THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES, SHRUBS AND GROUNDCOVERS. . 2 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. • 3 ALL ROCKS 1" OR LARGER, AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING. .4 . 5 .6 .7 .8 .9 .10 . 11 PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING ANO 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 APPROXIMATE. 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, AND 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. B. C. 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. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES 24" BOX SIZE AND LARGER TAGGED AT THE NURSERY AND/OR AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS. REJECTION AND SUBSTITUTION; A. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT AND THE CITY INSPECTOR. UTILITIES A. ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES. INVOICING OF PLANT MATERIALS ANO SOIL PREPARATION AN'D SOIL PREPARATION CONFORMANCE TEST: .1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE-MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. • 2 UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING 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 -----------·--- . 3 .4 • 5 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. 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 AND CITY INSPECTOR, SHALL INDICATE ON THE PLANTING PLAN WHERE SOIL SAMPLES SHALL BE TAKEN. CON-TRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY. 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 RECOMMENDATIONS FOR CORRECTING ANY DEFICIENCY IN THE SOIL. THE SOIL TESTS AND THE SOIL TESTING LABORATORY SHALL BE APPROVED BY THE CITY INSPECTOR. A SAMPLE OF THE S61L 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 THE SOIL LABORATORY FOR TESTING OF ECE AND PH. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. PART 2 • PRODUCTS 2 .1 ' SOIL AMENDMENT ANO FERTILIZER: .1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INOR· GANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5.5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90%, NON-IONIC WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.5%. (LOAMEX, WIL-GRO, LIFE FOREST HUMUS). .2 .3 .4 .5 . 8 . 7 . 8 . 9 GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO 2H20) WITH MINIMUM 80% GRADE CONTAINING 14% COMBINED SULFUR. IRON SULFATE (EX'PRESSED AS METALLIC) 19% OF QUALITY APPROVED BY ARCHITECT. SULPHUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED BY ARCHITECT. FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCEN- TAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 1.0% 10.0% 10.0% MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE· FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP- MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 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 EQUIP- MENT, ANO 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 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 7.0% 9.0% 4.0% MINIMUM MINIMUM MINIMUM 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 o SOIL ENHANCER SHALL BE SARVON. 2.2 PLANTING BACKFILL: PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE: SOIL CONDITIONER SITE SOIL IRON SULFATE GYPSUM 1/3 CU. YD. 213 CU. YD. 1 LB.IPER CU. YO. OF MIX 10 LBS.IP ER CU. YD. OF MIX RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. ---·--------·---·------------------·--- 2. 3 STAKING MATERIALS: i .. 2.4 STAKES SHALL BE OF LODGE POL!! PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED ANO 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 . GUYING MATERIALS: .1 GUY WIRES SHALL BE OF PLllBLE, ZINC-COATED STEEL OF NO. 12 . 2 GAUGE. ' ANCHORS (DEADMEN) FOR H0Lb1NG GUY WIRES SHALL BE 4 INCHES X 4 INCHES OF SOLID LUMBER, 1' -6" IN LENGTH. . 3 HOSE FOR COVERING WIRE 'SHALL BE OF 2-PLY REINFORCED RUBBER, USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 112 INCH IN DIAMETER. • 4 FLAGS, TO BE ATTACHED TO Gi.JYS, SHALL BE OF SURGICAL TUBING, 1/8 INCH IN DIAMETER AND FOUR FEET LONG, OF UNIFORM THICKNESS. ; • 5 TREE TIES SHALL BE BORDON CINCH-TIE OR APPROVED EQUAL. 2. 5 PLANT MATERIALS: . 1 . 2 .3 .4 • 5 .6 . 7 .8 . 9 .1 0 . 11 .12 • 1 3 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. 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. . CONTAINER STOCK (1-GALLO~, 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. NQ TREES WITH DAMAGED ROOTS DR BROKEN BALLS SHALL BE PLANTED. PRUNING SHALL NOT BE DON11:, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. INSPECTION OF PLANT MATERllLS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NElt:ESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. PLANTS SHALL BE SUBJECT 'rO INSPECTION, ANO APPROVAL OR REJECTION, AT THE PROJECT $!TE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE, VARIETY ANO COST. ALL SUBSTITUTIONS ARE SUBJECT TO ARCHITECT'S WRITTEN APPROVAL. QUANTITIES SHALL BE FURNIS~ED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. I THE ARCHITECT RESERVES THE' RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. 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. , GROUNDCOVER PLANTS SHA) BE HEALTHY, VIGOROUS ROOTED CUTTING GROWN IN FLATS UNTiL TRANSPLANTING. PRE-EMERGENT HERBICIDE SHAlL BE SURFLAN, TREFLAN, DYMID OR EQUAL. WEED ERADICATION SPRAY Will BE ROUNDUP • !'ART 3 • EXECJillOH 3 .1 SITE PREPARATION AND WEED ABATEMENT: . 1 GRUB AND CLEAN PLANTING AREA, REMOVING DEBRIS AND ROCK AND ERADICATING WEEDS . • 2 WEED ERADICATION SHALL BL DONE TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLAN~NG OR. IRRIGATION WORK . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDlNG PRECISE LOCATION OF' PLANTING ARE;AS I "AS BLJIL T 11 RLA,__ ____ [XP. ___ _ R[I/IEWED BY: INSPECTOR DA fE llATF I • __ ,, ----·-------_________________ , _______________________________________ ..,_ ____________ ___, 3.2 3.3 WEED ABATEMENT .1 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS, ROCKS AND EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21·0·0 PER ACRE. . 2 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. TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7-10 DAYS. • 3 RAKE AND HAUL OFF ALL DEAD WEEDS TO 112 INCH BELOW THE SURFACE OF THE SOIL. .4 IF PERENNIAL WEEDS OR GRASSES STILL EXIST, RE-WATER EVERY DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH APPEARS. RE-APPLY A NON-SELECTIVE HERBICIDE. REMOVE WEEDS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO KILL. SOIL CONDITIONING, FERTILIZING AND ROTOTILLINO: • 1 FOR AREAS LESS STEEP THAN 2:1: .2 .3 AFTER THE AREAS HAVE BEEN DEEP-RIPPED, THE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF 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. YD. PER 1,000 SQ. FT. 10 LBS. PER 1,000 SQ. 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. 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 SO. FT. 20 LBS. PER 1,000 SO. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. DEEP WATER LEACHING; A. AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION SYSTEM AND APPLICATION OF SOIL CONDITIONING, ALL AREAS SHALL BE DEEP WATER LEACHED 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 AND SUBMITTED TO SOIL LABORATORY FOR TESTING. SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS: c. D. E. F. G. 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 AMENDMENT AND LEACHING OPERATION SHALL BE BORNE BY CONTRACTOR. DEEP WATER LEACHING SHALL BE DONE PRIOR TO THE APPLICATION OF THE COMMERCIAL FERTILIZER 6-20-20. NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS BEEN GIVEN BY THE ARCHITECT IN WRITING. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR SLUFFING OF SOILS. ALL DEPRESSIONS, VOIDS, EROSION SCARS, AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE. 3 .4 FINISH GRADING: . 1 .2 .3 .4 ,5 .6 .7 .8 FINISH GRADES SHALL BE AS INDICATED ON CIVIL ENGINEER'S AND LANDSCAPE DRAWINGS. FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER- COMPACTED AND SETTLED SURFACE GRADES ANO SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEERS 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 AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. 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. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING GRADING AND CONDITIONING OPERATIONS. 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. FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. 3.5 . 9 PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN TWO (2) PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. PLANTING: • 1 THE LAYOUT OF LOCATIONS FOR PLANTS AND 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. , 2 PLANTING TREES, SHRUBS. AND VINES: .3 A. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE, IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. B. C. D. E. F. G. H. I. J. K. L. M. N. 0. P, Q. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, AND BEDS. EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT. PLANTS IN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING VER TICA LL Y ON OPPOSITE SIDES OF EACH CAN 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 THI! 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 CENTER OF THE HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH ROOT BALL, PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE, LOCATED AS PER MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING RATES: (1)-5 GRAM TABLET PER LINER AND FLAT SIZE PLANT. (1)-21 GRAM TABLET PER 1-GALLON CONTAINER. (3)-21 GRAM TABLETS PER 5-GALLON CONTAINER. (5)-21 GRAM TABLETS PER 15-GALLON CONTAINER. (1)-21 GRAM TABLET 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 SHALL B! THOROUGHLY WATERl!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.) ALL TREES SPECIFIED TO BE GUYED SHALL BE GUYED AS DETAILED. THE STAKING AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO INSURE THE PROPER AND HEAL THY GROWTH AND SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC. THE CONTRACTOR SHALL Bl! 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 ANO/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTINO AND SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS OVER 314 INCH IN DIAMETER SHALL BE PAINTED WITH APPROVED TREE SEALAN~ ALL TREES 24" BOX AND LARGER SHALL Bl! SPOTTED AND PLANTED WITH A CRANE. ALL TREES 24" BOX ANO LARGER SHALL Bl! SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLE. PLANTING GROUNDCOYERS; A. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. B. ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRAWINGS. C. THE GROUNDCOVER PLANTS SHALL BE PLANTED 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 THE FULL DEPTH OF ALL THE HOLES. D. E. THE GROUNDCOVER PLANTING AREA SHALL BE HANO- SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED. \ 3.6 3.7 HERBICIDE APPLICATION: PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCOVER AREAS ONLY, AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY IN LAWN OR HYDROSEED AREAS. ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION . CLEAN UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL ARE.AS 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. ~-=====~ t,::?.~\~!IOSCAP[ 7, ~\; ...-.-,:;;:_-., -11, . <,, '/ <) I/ (.~' ,~ . ... ,.---".·~ ~~.-' ,;;,; . ._, C ~ . . ./ ' ~ . .s~"7d' "I ) * '7 ~ \ 'J -----·- J'/:. Ooh1 ~ ···-·-·----·-· .. -1/, --~ ~\\~ . ---·----------,... . .,,t ~6 Londocupe Arohlt l "" Lo Jc>lla ~ P25f> 1'ownu Cenl -~~-••• L San Die1t<>, C ,..-I ' 619.C.50.!fi15 eoture III l'leinnlng Centre II re Drive, Sult• 340 ,.,,. --",.._ GATE ll;f 1 IAL A 92121-:1002 ----fl[ VI S I ON DESCI, I PT I ON • f'ox 650.1680 INGINEER Of WORK '-----------------------------------------------------------------· ----------· ' "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, ' INCLUDING PRECISE RLAi, DATE EXP. LOCATION 0 F PLANTING REV EWED fl Y : AREAS ·-·-· I NSF'ECTIJR DATE I Sf1~r I . ·-· . --CITY OF CARLSBAD SIIEE TS 1 11 .. Pl.ANN ING DEPARTMENT PLAIHING SPFCIFICATIONS FOR: RANCHO CARRILLO VILJ,AGE 'Q'-PHASE 2 APPROVED~/~~ ..... ... ~~£-f;z ASSISTANTTLANNI ll'IREC~OI) . ----DAT[ OWN IIY: 7 PllOJECl NO. DRAWING NO. IJAIE IN 111 IL DUE INlllAL ~- CHKD IJY: CT 93-04 350-?L ornrn 1\PPllDVAL CITY Al'PROVAL RVWD BY: