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HomeMy WebLinkAboutDWG 367-2L; CT 97-14; MARIANO; 01-22GENERAL NOTES RECYCLED WATER NOTES RECYCLED WATER SYSTEM 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" DATED OCTOBER, 1993. 2. DRINKING FOUTAINS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SHEET TITLE TITLE SHEET IRRIG. PLANS IRRIG. LEGEND/DETAILS SHEET NUMBER 1 2-6 7 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE, PONDING, RUN-OFF, OVER SPRAY AND MISTING. 4, HOSE BIBS ARE STRICTLY PROHIBITED. PROJECT WITHIN ASSESSOR PARCEL NUMBER 212-040-41 IRRIGATION DETAILS 8 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 9. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. PROVIDE A MINIMUM OF AT LEAST 1 B INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTtD FROM CONTACT FROM RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTOSE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUST TO PREVENT OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DES1IGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE A TYPE DESIGNNATED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT EXCHANGABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER THE CITY OF CARSLBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN MAINS MUST BE MAINTAINED AT ALL TIMES. ABOVE THE RECYCLED LINE. POTABLE WATER AND RECYCLED WATER THE POTABLE LINE MUST BE INSTALLED 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. * 19. DEVELOPER/CONTRACTOR TEST AS DIRECTED BY THE SAN DIEGO COUNTY OF RECYCED WATER. SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR DEPARTMENT OF EVIRONMENTAL HEAL l7H PRIOR TO ANY USE 20. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECYCLED WATER: QUICK COUPLING VALVES USED IN RECYCELD WATER SYSTEMS. SHALL HAVE ACME TYPE THREADS (SPIKES NOT INTERCHANGABLE WITIH POTABLE WATER QUICK COPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV100A-RL-NP OR APPR90VED EQUAL 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITIHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE: TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1 /2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING, I. GUIDELINE$ FOR RECYCLED WATER USE 1. 2. 3. 4. 5. 6, 7. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYLED WATER. PERSONNEL MUST BE INFORMED THAT RC. WATER IS MEANT FOR IRRI. PURPOSES, HAND, TOOL, WASHING, ETC. GIVEN THE HIGH TURN OVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY , IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AONO EVERY EACH AND EVERY ONE OF YOUR EMPLOYEES. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO.AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA-NO TOMAR" 1 IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT 1 AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY 'ENTERPRISE□ OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: HEAL TH COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP .QR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP _QR_ *22. DEVELOPER SHALL SHOW THE LOCATION OF RECYLED SIGNS "DO NOT DRINK" ON THESE *23. PLANS. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRlllNG. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, W1TH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT JEFF CLARKE AT 619 299-2200 ---------------- OR AFTER HOURS CONTACT JEFF CLARKE AT 619 299 2200 24. SHOW ALL PUBLIC & PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. * 25. 26. ITEMS NOS. 8, 19 & 23 SHALL BE REQUIRED JUST PRIOR RECLAIMED WATER. ITEM NO. 22 THE SIGN AGE PLAN SHALL THE ACTUAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR WATER. TO THE ACTUAL USE OF BE PART OF THIS I.P. BUT TO ACTUAL USE OF R.C. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC) SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION 404954 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. A PHI SI CAL SEPERA TION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED W1TH RECYLCED WATER AND POTABLE WATER. SEPERATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METIHODS. /~BL.ACK LJGO / ,,.--::iU~PLE BAC<ROLIUJ 3. ATTACH TO VALVE COVER WITIH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. \. 11. EACH AU'TOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1 HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM DESIGNER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ~ I UNl)ERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSl9AD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL IHEAL TH IS CONPIINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS DES I GNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAMES & ADDRESSES: SCALITER I~IGARTION ENGINEER 902 AARON DRIVE REDLANDS CA 92374 PHONE NO(S): ( 909) 794-5811 REGISTRATION NO(S): PR 1054 WILKINSON DESIGN GROUP 2150 WASHINGTON ST., SUITE SAN DIEGO, CA 92110-2045 102 PHONE NO(S): ( 619) 299-2959 REGISTRATION NO(S): RLA 1999 PRIVATE Subdivision Boundary---.. HTS. 2 & 13 I / KEY MAP WORK ARE fr----+- SCALE 1'=200" INSPECTION PROCEDURES 1, CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. 8. C. D. E. F. G. LOCATION OF PIPE LINES. TRENCH DEPTH. REQUIRED SEPARATlbN (HORIZONTALLY AND VERTICALLY), PIPE IDENTIFICATION. POINTS-OF-CONNECTION (POC'S). LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED (IF RECLAIMED WATER IS USED FOR CONSTRUCTION), WATER AN APPROVAL LETTER REGARDING THE INSPECTION OF TIHE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. 3. ' Subdlvlsl()n Boundary--, IRRIGATION SPECS. 9-10 PLANTING SPECS. 11 PLANTING LEGEND/DETAILS 12 PLANTING PLANS 13-17-l'i"° /'tS P:>lllt.:rs' 10~'2?.. Bounda KEY MAP LEGEND ER"' V\I R''' vv ♦ POC ♦ POC PW NEW POTABLE WATER MAINS EXISTING RECYCED WATER MAINS NEW RECYCLED WATER MAINS AREA USING RECYCED WATER POINT OF CONNECTION METER AND BACKFLOW PREVENTION FOR RECYLCED WATER POINT OF CONNECTION METER AND BACKFLOW PREVENTION FOR POTABLE WATER (No,f='Z..P:x) "DO NOT DRINK· SIGN LOCATIONS FIRE HYDRANTS -,1(- 7--+-N0TJ::.: l>E:5ILT,>riloN SA.SIN 51-{)~ "1D ee; L-A-NO.Sc,'rf>tro MJI) I R-12-1 6.l'rTn "'"70 "1ft€ S~ Tl, SF-AC "'Tl llN OF-T~ CLT7 IIJS"~P.... DISTRICT FINAL INSPECTION SHALL INCLUDE: A. B. C. D. E. F. G. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. WARNING SIGNS AND LABELS. QUICK COUPLING VALVES. ALL ASPECTS OF THE IRRIGATION CONDlllONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. CROSS-CONNECTION. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF THE DISTRICT FINAL INSPECTION. REv1SIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ALOMAR AIRPORT ROAD COLLEGE BOULEVARD EVIEWED BY: L.'3~ ;2..:-//-,!)2 INSPECTOR DATE I ; I I ~LACK LETTERS EXPIRATION DATE: EXP. DA TE: 4-2001 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CARLSBAD MUNICIPAL WATER DISTRICT I I I (N T.S.) ,I WARfll~G ,ECLAllvED WATFR DO N::JT Dcl~I< Rt=CYCLED WATER \ ,A.\/1S:J-,A,GUA IMPURA '\ N~~OMAR ~-----------'s-----"c~------~__j_ '\ "~ 1" BLA<Y L.c I I cHS 12·· x .3G" s1z::: 016 ALU,11NJI,( .CCO A3S Pl A.STlr OR ST CK-ON VII\ YL SIGl,JS C: \DWG12\CWD-RW.DWG 12/12/94 '--2" JLAC< LETT~~S TYPICAL SIGl\S 'NARl\l~J,J ~FC:I /l.lMFn 'V.'A.TF::R DO MOT nRIMK _., , ~ _'.,,"1 ,.. .. AVISO--AGUA IMF'URA ~~ t!, "'!-~ • ' ... NO TOMA=-.: _"•-·/~·:., • ... .. ,, ... ·r-'"'·--~ ,. ': ·13" X 18" SIZE :;, .81,3 ALUf,ll~UM, Of30 ARS Pl 11'.~~,f.,'•,. ,-Of'Cll\f O, STICK-ON VINYL SIGNS <:,:z::,r~;_,,·,:;.:-· I I CARLSBAD UNICIPAL WATER DISTRICT LIMMER DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPARTMENT ~N'fflWW,,L J:;f!?:L TH 1:1\ \~ qq APPROVED BY: 1 D TE N SHEET 1 CITY OF CARLSBAD PLANNING DEPARTMENT ~ 17 SHEETS ~ RECYCLED t------------= ---------~1 WATER SYSTEM FOR: DISTRICT APPROVED CHANGES DESCRIPTION THIRD PLAN Cl IECI< C-tr.7N6,F,t.,tc:;Tr,. PPROVED DA TE DEVELOPERS 1 13-99 ADDRESS: VICINITY MAP NAME: STANDARD PACIFIC HOMES 8335 CHESAPEAKE DRIVE SAN DIEGO CA 92123 TELEPHONE: 619-279-2042 f---+----------------1---+---, DATE PLAN PREPARED: 12-10-98 1--+-------------,----+---, BY, w r LK r NsoN oE--=s:--::1-=G,,.,N:-=G=-Ro""'u-:-:P=----- ASSISTA DRWN BY: D.S. CHCKD BY: D.S. SHEET i.OFlLSHEETS "'" ' 'I-' MARIANO PROJECT NO. CT97-14 DRAWING NO. 367-2L C. M. W. D. JOB N 0. _ __..9u_7.=..-5.,.2-.,7'-- • w ,,... ..J • fJ r Subdivsion Boundary/ PL LOCATE ALL IRRIGATION MAINS OUT OF R.O.W. TYPICAL C-11 20 1-1/4" --J 13 13 I I 25 2" - __ ,_ R',11-1 _c.. - I I I I I SECTION I , J 4 5 6 MAINII SUPPLY -- s 1" @17 1-1/4" 16 C-14 12 1" 1" 1" \ Sis 8 3 ;q}• sa 8 1-11c.\ 112" ~ "3' C-15 9 31 1" 1-1/4" @13 1 MAKE POINT OF CONNECTION AT IMMEDIATELY DOWNSTR!;AM OF EXISTING 5/8" DOMESTIC AND EXTEND MAIN LINE TOVALVE$AS SHOWN TYPICA~FbR INDIVIDUAL IRRIGATIOl'/ILOT _ EXISTING STATIC WATER PRESSURE (VARIES) 55-9{11/'SI SYSTEM DESIGN PRESSURE''-------~~,,,.-----~ 55.P!'ll <:1•;,,.i PEAK IRRIGATION DEMAND (1/Alj!IES Z.15 GPM AUTOMATIC IRRIGATION CQN!fROLLER TORO/HARDIE MODEL RAINDIAL RD-1200•EXT, WALL MOUNTiif(f THE GARAGE OF EACH HOME. PROVIDED WITH A RAIN SHUT-OFF DEVICE. 11-0cFO VOLT POWER STUB-OUT AT TH IS LOCATION BY DEVELOPER TYPICAL .FOR lNDIVIDUAL IRRIGATION LOT IRRIGATION SYSTEM CALCULATION METERl VALVE SECTION C10 FLOW25GPM HW PIPE TYPE IN DIA PIPE LEN(jTH 0"' ACCUM_ G.P,M PRESSURE LOSS ' ·e· INCHES) ~,rn /PSII /ft/",] "' fll./C ~CH 40 1.04~ lll ~-5 ,., 0.065 0.93 1.50 P'JC SCH 40 1 04~ 3'J ~.S 5 0.199 1.85 15' 1-"/C SCH-40 I l8 lll ~ s 75 011" 1.61 150 PVC SCH 40 1.3' lll ;,5 10 0.19 2.14 150 P'IC SCH40 us " :;,~ 175 0.14 ,_., 150 PVC SCH40 2 023 ., 12 5 25 0.21 2.4g 15C P'tr, SCH 40 '°" l,JJ 25 25 J 00 :mi 140 rvpe ''K" cop~er 1.481 00 15 25 1.5 4.65 SECTION 1 2 ' 4 5 6 MAIN! SUPPLY 1-1/2" IRRIGAT10N ME.lEA.4 HW PIPE TYPE IN. DIA 'C' INCHl;;Sl 750 PVC SCH 40 1.38 150 P'v'C SCH 40 1-61 150 PVC SCH 40 1.61 1~G PVC SCH 40 2.023 150 P''v'C SCH 40 ~.o:.?:: 150 PVC SCH 40 i.44S 15U f'v'C SCH 4U ~.44~ 140 ~~r;,"K"~r 1.9~ 1-/2" l-114" s 5 2 [] SYSTEM VAL VE SECTION 026 PIPE LENGTH .,. A.CCUM. G.P.l'tl fFEETI 35 67 i:i) 35 67 13.4 JS 6. 7 2C,1 35 ' 7 l6 B " ,.1 ~J.5 100 :31H "'? 5(0 64.2 64.2 "' 6'.2 6'.2 I---~" IRRIGATION Ml:lt:R 111 FITTINGS GATE VALVE STRAINeR 11-114~1 NASTE:RVALVi::: 11-1J4M1 REMOTE CONTROL VALVE 11-114") -ELEVATION CHANGES BA.Cl(FLOW F"REVEIIITER '1•1l4"1 TOTAL SYSTEM LOSSES PRESSURE NEEDED A.T FARJl-leIT Hl;;A~ PRBSURI: NEEDW AT P.0,C STATIC WATe:r PRes.suRE SYSTEM DESIGN PRESSURE 3' IRRIGATION NefE.i:I (2n) 1.00 eACKFLOW PREVENTE~ rr\ Q_(lj FITTINGS 1 GATEVALVC " ' STl<AINERJ2"1 MASTl;:R VAi.Vi; rrt 14 R~MOTE CONTROL \fA,l.,VI; t;rl 1C ELEVATION CHAtilGES 5L_L2 J6 TOTAL SYSTE.11,1 LOSSES 33.42 PRESSURE NEEOED AT P:ARTH!!:ST Hl:An 98 PRESSURE NEEDED AT P.O.C 90 STATIC WATER PRESSURE ~Re-SSL.IR;I:," $1JPPUE"D 13Y BOOSTER PUMP !I/£ IRR1GA1ION PWIS cot/TNN /Nff!/111,f/llN P1iOPf//ITJ,//Y Ill SCIU/fJI IRfllGlflON fNG/NfIRJNG. INC. NII) IS FIJIMSHED IN CONF/IJENr;£ FUR I/if U/mED PURPOSE or EVALU\110/< 8/00fNG OR Rrnfll. THIS DOCWENT OIi ITS CONIOOS ~y NOT Bf 1/Sf/J FOR NIY OTHER ~IIPOSE >JID ~y NIJT f/f ilfPIIOOllCED DR 0/SCl/JSf/J TO 011/EJ/S WlflKJlfi 7HE fflK)fl WRffTEJi ctJNSE)(f or SCJJJlfJI IRRIGATKJN flQ/fFRlNC, INC AJj_ RfGIJTS IIESEIMD, Cf) C/JPmGlff 1989. SYSTEM □ESIGN PRESSURE s 5 CALCULATION FLOW64G.PM PRESSURE LOSS IPS\ ll.10~ 0.'8 ,),38 0.21 Q ',7 1?1 6.06 J.6' 12 10 1S Cl.'2 17 l3 l 115 53.62 35 es_~ B'1 22 103 ' /ftls\ 1.¥ 2.11 3.16 HI J,Jl 1..37 07 6.83 ·--~ PROFESSIONAL MEMBER AMERICAN SOCIETY OF IRRIGATION CONSULTANTS Daniel Sc-ollter KEY MAP IRRIGATION CONTROLLER 'C', RAIN BIRD ESP-MC24 SERIES. 24 STATION. CONTROLLER TO BE ENCLOSED IN A "STRONG BOX" VANDAL RESISTANT CONTROLLER ENCLOSURE. CONTROLLER AND ENCLOSURETO BE PROVIDED AS A COMPLETE ASSEMBLY.AS MANUFACTURED BY PACI Fl CAL TECHNICAL SERVICES, TELEPHONE (800) 427-0779, MODEL NUMBER CA5-RB1 -24-RRA/MVP/RSP GROUND CONTROLLER WITH 1/2" BY 5-FOOT GROUND ROD. 1101120 VOLT POWER STUB-OUT AT THIS LOCATION UNDER ELECTRICAL WORK. EFER TO ELECTRICAL ENGINEERING DRAWINGS FOR ADDITIONAL MAIN LINE TO CROSS UNDER ALL BROW-DITCHES, TYPICAL [] 2 3 1 ~ 3 1' 33 35 ® 1-11" D-21 1·1/2" '-...... __ \. ,.,." ....... 1-1/2" s 1 [] s 2 s 1 18 -)/2" . 2" s 1-1 /2" •I, 1-114" s ,. 1-1/2" i,1 / " 3"' 4 8 1 4 1" 31 60 2-1/2" 2 s 1 1-/2" I s s 1 s -112· 1 s s 1-114" S s 1" 20 10 17 MAKE POINT OF CONNECTION AT NEW 1" RECLAIMED WATER METER PROVIDED UNDER CIVIL WORK. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION AND INSTALL AS FOLLOWS; 1) 1.25" BACKFLOW PREVENTER FEBCO 825Y INSTALL PER CMWD STANDARD DETAIL W-20 2) 1.25" BASKET STRAINER HAYWARD MODEL 72-1-1/4" WITH 100 MESH LINED BASKET STRAINER. 3) 125" IRRIGATION MASTER VALVE, GRISWOLD, 2000-1-1/4", CONNECT TO MASTER VAL.VE STATION AT CONTROLLER 'C'. 4) EXTEND MAIN LINE TO VAL\/£$ AS SHOWN H.G.L--------------------380FT EXISTING STATIC WATER PRESSUR 98 PSi SYSTEM DESIGN PRESSURE 90 PSI PEAK IRRIGATION DEMAND 28 GPM ' ' 3, t' I" 31" 1/~· 314" 1' .. • C-1 11 1-114" s 1 s 1 114" 1-1/2" s 1-1 4" ...,,.,,,_ l-1/4" 1-12" s SEE SHEET 3 ell=' 17 1" D-6 59 11 1-1/2" D-3a 12 " ,1-112" s 1 1-1 4" 1-11 .. D-3b 1" s 1-1''4" 1 .. I+ 0 .l-'J=+--1 \ 3 ·._ D- 1-1 i ' 27 12 9 2" \.... 2-1/ ...... REFER TO SHEET L-7 FOR IRRIGATION LEGEND & NOTES REFER TO SHEET L-8 FOR IRRIGATION DETAILS, REFER TO SHEETS L-9 AND L-10 FOR IRRIGATION SPECIFICATIONS. PLAN SCALE 1 "~40' NORTH UNAUTHORIZED CHANGES AND USES CAUTION: SCALJTER IRRIGATION ENGINE:E:RING, INC. WILL NOi et. r!:E'.Si>ONSIBLE FOR, OR LIABLE FOR. UNAUTHORIZED CHANGES TO OR USE OF THE IRRIGAIION PLANS. ALL CHANGES TO THE IRRI- GATION PLANS MUST SE IN WRITING AND Musr BE Ai='PROVED BY SCALITER IRRIGATION ENGINEERING, INC. / . ,· ;-::· :::>~~~~~---' ,,, ,"' w# 1·• ::! Al lfi@ § 1)7] '.Q/@g 1J~n ~f(g!Jlg 1::::'.T~:~~:~::~:"~~:1~~E~=:N~:, 902 AARON DRIVE REDLANDS, CALIFORNIA 92374 (900) 794-5811 FAX (909) 794-5873 0 40 80 160 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED I ! I REVIEWED BY: DATE ENGINEERING PLANCHECKER DA TE INSPECTOR DATE l-1_2._01_.-+9--+-co_N_s_r_R_u_cr_1_o_N_c_H_AN_G_E_P_E_R_c_o_A_s_rA_L_,_\--t---+---tr---t----i I sH2EET I CITY OF CARLSBAD I sH1r.E7rs I PLANNING DEPARTMENT ~=:'=========='...':::::==; DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTl-lER APPROVAL Cl TY APPROVAL MARIANO APPROVED ~ / ~ ASSISTANT ~Dl~ECTO ' OWN BY: PROJECT NO. CHKD BY: CT 97-14 RVWD BY: IZ-!t>-77 DATE DRAWING NO. 367 -2L 15 20 .,.,, --,., 4 ,JQ" "4-~, ,,, :;::~::,,,, ' ':,~,., 5 1 '""''""" *~ ---¾,,,.-%;,.:.:;¼, 7 """"""½,,.'" . 20 M 2" M 23 A-24 1-1/2" 20 12" 5 Subdivsion Boundary >\Pl METER#1 REFER TO SHE~ L-7 FOR IRRIGATION L GENO & NOTES REFER TO SHEETT" L-8 FOR IRRIGATION Dl:TAILS, REFER TO SHEETS L-9 AND L-10 FOR IRRIGATION SPECIFICATIONS. ! CONTROLLE~ 'A' MAKE POINT OF CONNECTION AT NEW 1.5" IRRIGATION WATER METER PROVIDED UNDER CIVIL WORK. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION AND INSTALL AS FOLLOWS: 1) 1.5' BACKFLOW PREVENTER FEBCO 825Y. INSTALL PER CMWD STANDARD DETAIL W-20 2) 1.5" PRESSURE REDUCING IRRIGATION MASTER VALVE, GRISWOLD, 2250-1-1/2', SET MASTER VALVE AT 85 PSI, CONNECT TO MASTER VALVE STATION AT CONTROLLER 'A' 4) EXTEND MAIN LINE TO VALVES AS SHOWN. H.G.L-------------------550 FT EXISTING STATIC WATER PRESSURE 130 PSI SYSTEM DESIGN PRESSURE 85 PSI PEAK IRRIGATION DEMAND 39 GPM IRRIGATION CONTROLLER 'A', RAIN BIRD ESP-MC24 SERIES, 24 STATION. CONTROLLER TO BE ENCLOSED IN A "STRONG BOX" VANDAL RESISTANT CONTROLLER ENCLOSURE CONTROLLER AND ENCLOSURE TO BE PROVIDED AS A COMPLETE ASSEMBLY AS MANUFACTURED BY PACIFICAL TECHNICAL SERVICES, TELEPHONE (800) 427-0779, MODEL NUMBER CA5-RB1-24-RRNMVPIRSP GROUND CONTROLLER WITH 1/2" BY 5-FOOT GROUND ROD 110/120 VOLT POWER STUB-OUT AT THIS LOCATION UNDER ELECTRICAL WORK. REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. 4 ML y-· :~/ /' /i .. · -- f l -114 .,/ / 2-112" -,ri' e»,', '" , II ,,,~ -; I ~+-ff1 PROF"ESSIONAL t.!EMBER AMERICAN SOCIETY PF IRRIGATION CONSULTAtlTS Danl•I Saal!+.. Numblr: PR10S4 Dot« KEY MAP MATGH"tlNc-·"' ··-2-1/2" r.i. ..... :-c,. A:;;;f'/ ·'-" __ , __ , , ~--•-,--·&-----,,, ,,p•··" 6' '•·'Sc 2 ,-11'•~ "'"7'h>;,:,C ,,/1//''' C I ---- ' f I 1a-~ ' 'Y'.I h : , l ''('.ii I 11-1/4" ~ ! : rci \ I erg! [c17 p4 ~•-·---1,~""'"".J! __ . i'Q4, 1'-;....J I ¼ :, UNAUTHORIZED CHANGES ANO USES g ,'CAUTION: SCALITER IRRIGATfoN ENGINEERING, INC. WILL ~OT BE iftESPONSIBLE FOR, OR LJABCE FOR, UNAUTHORIZED CHANGES TO foR USE OF THE IRRIGATION i!PLANS. ALL CHANGES TO T E IRRl- ;CATION PLANS MUST BE IN M°RmNG AND MUST BE APP D BY jSCAUTER IRRIGATION ENGINEl:RING. INC. rt ,, PLAN SCALE 1"=40' 0 40 ~---- San Diego Ca 619-299-2959 ~CALITER IRRIGATION (NGINEERING INC +RIGf.TDN WS'l"ER PLANING• IIIIIIGliTION OESIGN•WATER I.IANAGEM!NT 902 AARON DRIVE l j:EOLANDS, CALIFORNIA 9237~ {'.909) 794-5811 ~FAX {909) 794-5873 " NORTH 80 160 ~---------. ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE DA TE INITIAL 1 1 J,; , 1-114" j 5 l ' .,__,_E -L 1 12 3 ~~-% 11f'llf-L":::,(!._ll== · -, /P: r,-,,, r .. --.. , "}'.w, -- I 1 I ' EXI .. TING LAND,SC::AP.E ~~J~_IR_~IGATIO~0yONTRACTOR IS TO AD..@JST ;"JREli!Al!l" Ai-lD"i'i"-i!PU.Cfll $.sflilECESSARY EXISTING IRRIGATION TO PROVIDE FOR 100 PERCENT OVERLAP AND 100 PERCENT COVERAGE BETWEEN EXISTING IRRIGATION AND NEW IRRic,ATION REFER TO AS-BUILT IRRIGATION PLANS FOR CA~LSBAD TRACT CT 92-02, SAM~I SEASIDE HEIGHTS, SHEETS 6, 71'\ND 23.---DRAWING NUMBER 327-9L ,,, WM <·~~~' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TI Tlf REVIEWED BY: INSPECTOR DATE DATE CITY OF CARLSBAD SHEETS ,4,i1-PLANNING DEPARTt.ENT MARIANO ASSJSTAN DATE INITIAL DATE INITIAL OWN BY: __ _ ROJECT NO. DRAWING NO. ENGINEER OF" WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY:--~ RVWD BY: CT 97-14 367-2L 4 1-/2" s p-""-r· /v // &_'---'"' .,,,/' fl'' #,;/ 9l / ,✓,r;;; ' . ',. 12 2-1,2· 1>"' E-13 36 1-112" ,,,r,/'" _/fl"'· .2-METER #5 . ✓ 14 E-8 1" 16 ~µ,»~' ~· .~ ,,/ E-14 27 1-112" s s METER #5 (RECLAIMED WATER) MAKE POINT OF CONNECTION AT NEW Z' RECLAIMED WATER METER PROVIDED UNDER CIVIL WORK. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION AND INSTALL AS FOLLOWS: 1) 2" BACKFLOW PREVENTER FEBCO 825Y. INSTALL PER CMWD STANDARD DETAIL W-20 2) 2" BASKET STRAINER HAYWARD MODEL 72-Z' WITH 100 MESH LINED BASKET STRAINER. 3) 2'' PRESSURE REDUCING IRRIGATION MASTER VALVE, GRISWOLD, 2250-2", SET MASTER VALVE AT 85 PSI AND CONNECT TO MASTER VALVE STATION AT CONTROLLER 'D' 4) EXTEND MAIN LINE TO VALVES AS SHOWN. H.G.L--------------------384 FT EXISTING STATIC WATER PRESSUR 101 PSI SYSTEM DESIGN PRESSURE 85 PSI PEAK IRRIGATION DEMAND (CURRENT• FUTURE) 75 GPM E-15 35 1-1/2" I'--' ,~~r.~--++~ 1-114" 112" 1-1/4" CONTROLLER 'E' IRRIGATION CONTROLLER 'E', RAIN BIRD ESP-MC24 SERIES, 24 STATION. CONTROLLER TO BE ENCLOSED IN A "STRONG BOX" VANDAL RESISTANT CONTROLLER ENCLOSURE. CONTROLLER AND ENCLOSURE TO BE PROVIDED AS A COMPLETE ASSEMBLY AS MANUFACTURED BY PACIFICAL TECHNICAL SERVICES, TELEPHONE (800) 427-0779, MODEL NUMBER CA5-RB1-24-RRA/MVP/RSP GROUND CONTROLLER WITH 1/2" BY 5-FOOT GROUND ROD. 110/120 VOLT POWER STUB-OUT AT THIS LOCATION UNDER ELECTRICAL WORK. REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. ~ ASIC PROFESSIONAL MEMBER AMERICAN SOCIETY OF IRRIGATION CONSULTANTS Danlel SoallttH'" Number: PRI 054 Dater , . 2 3 . £. 1::. 7Sl 9 10 KEY MAP UNAUTHORIZED CHANGES ANO USES CAUTION: SCALITER IRRIGATION ENGINEERING, !NC. WILL NOT BE RESPONSIBLE f1JR, OR LIABLE FOR, UNALJTHORIZEO CHANCES TO OR USE OF" THE IRRIGATION PlANS. ALL CHANGES TO THE IRRI- GATION PLANS SUST BE IN WRITING AND MUST BE APPROVED BY SCALITER IRRIGATION ENGINEERING, INC. \ 1 s \ S 1 "%"" 1 ·"\ ' ' \ 112' \ \ . ', s\ j 1- 2 \ " I "} S 4j--+-~ I I 1 $1' { • 1- -t---IT'-+.q:.:--IJ '\ 2-112 2-1/2" I \ \ \ \ \ I I CONTROLLER 'G' IRRIGATION CONTROLLER 'G', RAIN BIRD ESP-MC24 SERIES, 24 STATION. CONTROLLER TO BE ENCLOSED IN A "STRONG BOX" VANDAL RESISTANT CONTROLLER ENCLOSURE. CONTROLLER AND ENCLOSURE TO BE PROVIDED AS A COMPLETE ASSEMBLY AS MANUFACTURED BY PACIFICAL TECHNICAL SERVICES, TELEPHONE (800) 427-0779, MODEL NUMBER CA5-RB1-24-RRA/MVP/RSP GROUND CONTROLLER WITH 1/2' BY 5-FOOT GROUND ROD. 110/120 , VOLT POWER STUB-OUT AT THIS LOCATION UNDER ELECTRICAL WORK. ••,, REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR ADDITIONAL •, INFORMATION . ··, ,, •• Subdivsion \ Bounda;?' PLAN SCALE 1"=40' METER #7 (RECLAIMED WATER) MAKE POINT OF CONNE.C CTTl,Qfil. "AT NEW 2" RECLAIMED WATER METER PROVIDED UNDER CIVIL WORK. REFER TOOVIL fiNGINEERING DRAWINGS FOR ADDITIONAL INFORMATION AND INSTALL AS FQi:(6w1,;rc:fY 1) 2" BACKF~oeff 01TER FEBCO 825Y. INSTALL PER CMWD STANDARD DETAIL W-20 2) 2" B 1<£'T S ER HAYWARD MODEL 72-2" WITH 100 MESH LINED BASKET STRAINER. 3) 2" ES .. REDUCING IRW>,\TION MASTER VALVE , GRISWOLD, 2250-2", SET . S.TE TE,g .~VE AT 75 P.S. I ANB'tONNECT TO MASTER VALVE STATION AT CONTROLLER 'G' 4) l;J$ifl:ND MAIN LINE TS)-VALVESAS SHOWN , /' ' .. EX~S~ING Sift,'l'ftWAT~i'lkE,URE----------!f :Si SYSTEM~SIGN ~Ssu~ . . 75 PSI PEAK-'tRRIGAT!QN" DE~ .• 67 GPM IRRIGATION METERO SOCTION HW PIPE TYPE 'C' ISJ PVC SCH 40 2 1SJ PVC SCH4D 3 1SJ PVCSCH40 4 ISJ PVC SCH 40 5 1SJ PVC SCH 4D 8 1SJ PVCSCH40 7 1SJ PVCSCH40 8 1&) PVC SCH 40 MAIN! 1SJ PVC SCH40 SUPPLY 140 ype "K' copper SYSTEM CALCULATION VALVE SECTIOIII E14 FLOW3'GPM IN. DIA. PIPE LENGTH GPM ACCUM.G.P.M PRESSURE LOSS INCHE11 FEE IP 1.049 3j 2.5 2.5 0.055 0.93 1,049 30 2.5 5 0.199 1.85 ua 30 2, ,. 0.111 1.81 1.38 30 2.5 1D 0,19 2.14 1.38 15 2.5 12.5 0.14 2.68 1.61 30 25 15 D.19 2.36 1.61 15 49 119 0.16 3.13 2.023 SJ 14.7 34£ 059 3.45 2.449 800 35 35 2.37 2.38 1.959 80 35 35 0.8 3.72 IRRIGATION METfR " 0.9 FITTINGS 0.72 GATE VALVE 0.04 STRAINER 12") 119 MASTER VALVE I 1 REMOTE CONfflOLVALV! (1-1~" 3.2 ELEVATION CHANGES 17.32 BACKFLOl'I PREVENTER 2" 10 TOTAL SYSTEM LOSSES 39.18 PRESSURE NEEDED AT FARTHEST 1£'.D 35 PRESSURE NEE OED AT P.O.C 74.11 STATIC WATER PRESSURE 101 SET PRESSURE REDUCING VALVE AT 85 11£ R/A7rll 1'NIS IIJNrlM H'1BIVD, H«.l'ldtiiv/Y 11) -fllflrGl1ll1N _, INC. NIJ IS FURNfSH£I) IN C<NfJXNCf Fri! 11/f l/lll1ED PIMPOSE Of !\IV.IM11l\\! BmllG aR RflO 1115 OOCIMEJIT /JR /IS ctllTOOS AMY NllT 1£ IJSflJ Fri! INf OTlfl1 PIIRl'OSf MJ IIIY II(/( IE REPfmJCHI /JR 0/SCiOSED 1IJ (Jl}lfRS Jf/H(}/ff 11£ PllffXI WllmEN CONSENr Of 5C'll1EII lfllllGI.IIOH fNGll/fil1f//G, /IC. N1 RIGIIIS RfSflMD, © CrJPY1/KiHf 1989 . NORTH REFER TO SHEET L-7 FOR IRRIGATION LEGEND & NOTES REFER TO SHEET L-8 FOR IRRIGATION DETAILS, REFER TO SHEETS L-9 AND L-10 FOR IRRIGATION SPECIFICATIONS. 40 80 / 160 r------,-~--------'-, 0 LOCATE ALL IRRIGATION MAINS OUT OF R.O.W. TYPICAL ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" DATE REVIEWED BY: INSPECTOR DATE San Diego, Ca 619-299-2959 MARIANO DA TE INITIAL ENG1NEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL 071-ER APPROVAL CITY APPROVAL OWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: -CT 97 -14 367 -2L RVWD BY: ~,:' \1 I \ I 1-1/2" .) , \.,...,....,....,... \~\ 2-1/2"" \- a\ METER #4 (RECLAIMED WATER) MAKE POINT OF CONNECTION AT NEW 2" REClAIMED WATER METER PROVIDED UNDER CIVIL WORK. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION AND INSTALL AS FOLLOWS: 1) 2" BACKFLOW PREVENTER FEBCO 825¥. INSTALL PER CMWD STANDARD DETAIL W-20 2) IRRIGATION PUMP ASSEMBLY MODEL CONSTANTFLO NO. 70BP60P4-3.0-ABDEGIKX AS MANUFACTURED BY BOOSTER PUMP TECHNOLOGIES, TEL (760) 947-6457 3) 2" BASKET STRAINER HAYWARD MODEL 72-2" WITH 100 MESH LINED BASKET STRAINER. 4) 2" PRESSURE REDUCING IRRIGATION MASTER VALVE, GRISWOLD, 2250-2', SET MASTER VALVE AT 100 PSI AND CONNECT TO MASTER VALVE STATION AT CONTROLLER 'D' 5) EXTEND MAIN LINE TO VALVES AS SHOWN. H.G.L.-------------------384FT EXISTING STATIC WATER PRESSUR 81 PSI PRESSURE SUPPLIED BY BOOSTER PUMP 26 PSI SYSTEM DESIGN PRESSURE 107 PSI PEAK IRRIGATION DEMAND 64 GPM ELECTRICAL REQUIREMENTS FOR BOOSTER PUMP MOTOR 240 VOLT, 1 PHASE, 3 HP, 1750 RPM, IS PROVIDED UNDER ELECTRICAL WORK, REFER TO ELECTRICAL ENG. DRAWINGS FOR ADDITIONAL INFORMATION. IRRIGATION CONTROllER 'D', RAIN BIRD ESP-MC40 SERIES, 40 STATION. CONTROLLER TO BE ENCLOSED IN A 'STRONG BOX" VANDAL RESISTANT CONTROLLER ENCLOSURE. CONTROLLER AND ENCLOSURE TO BE PROVIDED AS A COMPLETE ASSEMBLY AS MANUFACTURED BY PACIFICAL TECHNICAL SERVICES, TELEPHONE (800) 427-0779, MODEL NUMBER CA5-RB 1-40-RRA/MVP/RSP GROUND CONTROLLER WITH 112' BY 5-FOOT GROUND ROD. 110/120 VOLT POWER STUB-OUT AT THIS LOCATION UNDER ml.ECTRICAL WORK. REFER TO ELECTRICAL ENGIIIIEERING DRAWINGS FOR ADDITIONAL INFORMATION. Uf\lAUT--lORIZ=D Cl IAI\GL'.ci AMIJ U'.:>t.'.:: & PROFESSIONAL MEMBER AMERICAN SOCIETY OF IRRIGA-ION CONSJ.TANTS )ani@I Scalile· CAJ-ION· SCJI.L TU ~klGA ICN 1:.NGIN::.ERING, INC. W ~L NCH BE R-::sr::1NSIBLE FDR, OP LIAL3LL f-Or"\, L.Jr~AIJTHOR ZED C7ANGES TO 0~ us= 01 TIIE IRR 3ATION PLANS, ALL :.;HAI\Gl:.S C ·-r: IRRI- GATIDr~ PLANS ~1UST [I[ IN W-XIIING A\jl) MUST BE N:>PROVED BY S'.:(';A.l lr.R IR"11GAT'01\ ENGIM[rnlt,G, I\JC. ·-,::~,~~'T::,:~~'.~:.::~c~;,c~~~'l'~:w~r~:~,~"':~,:m 902 .4.ARON DRIVE REDLNlCS, CALIFCRNIP, 9/,)74 (909) 791-5811 FAX (909) 794-5873 ASIC Numbtir; PR1054 Date: 111!11111DI '""' ! leC"OON "' l'IP!'TTl'e lll_:Jlltt,-__.... •• ___ _....._Elj ' ,. • "' ' ,. """"" UI ' ,. ""'°'" 1.61 ' ,. l'IIC8Cl1~ '"" ' ,. """'" ,. ... , ,. PVCChlo315 '" "''" ,. 'fyf<'"K"""""r ,.n KEY MAP .,.,... / , ..... ~ ..... ~--CALCULATION Fl.tWl'NOl'II ~ 38 -® SECTION 1 2 3 4 5 ' 7 MAINI SUPPLY -- - SECTION 1 2 3 4 IIIAlNI SUPPLY --- --- IRRIGAOON METER 1 11W PIPE lYPE IN, DIA. ·c· (INCHES) 151J PVC SCH 40 1.049 150 PVC SCH 40 1.049 151J PVC SCH 40 1.36 150 PVC SCH «I 1.36 151J PVC SCH 40 1.36 151J PVC SCH40 1.36 150 PI/Ccl86$315 --2.023 150 PVC class 315 2.023 140 ype "K' copper 1.959 IRRIGATION METER2 HW PIPE TYPE IN.DIA. 'C' ~NCHES) 150 PVCSCH40 1.049 150 PVCSCH40 1.049 150 PVCSCH40 1.38 150 PVCSCH40 1.38 150 PVCSCH40 2.023 140 ype "K" copper 1.2-45 38 NORTH SYSTEM CALCULATION VALVE SECTION A14 fLOW!IGJIM PIPE LENGlll GPM 'ACCUM. G.P.M PRESSURE LOSS ' (FEET) ' (PSI) 11!1•1 " 3.31 3.31 o.on 113 ·------- 25 3.31 '" 0.279 2.45 25 3.31 9.9' 0.156 2.13 . 25 3.31 13.24 0.2:7 2.84 25 3.31 16.55 0.4 355 12.5 3.31 19.86 0.1" 4.25 35 18.55 38.41 0.42 3.83 700 3B.41 38.41 8.31 3.83 50 36.41 38.41 0.79 4.08 IRRIGATION METER 11-112") 3 ---- IIACKFLOW PREVENTER 11-112") 10 FITTINGS 1.65 GATE VALVE 0.04 MASTER VALVE 11-112") 2.4 IIEMOTE CONTROL VAL VE 11-1121 3.2 ELEVATION CHANGES 4 TOTAL SYSTEM LOSSES 3517 PRESSURE NEEDED AT FARTHm HEAD 35 PRESSURE NEEDED AT P.O.C 70.ZT STATIC WATER PRESSURE 130 SET PRESSURE REDUCING VALVE AT 85 ---. SYSTEM CALCULATION VALVE SECTION B4 FLOW23GPM .. PIPE LENGTH GPM ACCUM. G.P.M PRESSURE LOSS V (FEET) (P~) 11!/11 30 1.5 2.5 0.0!i5 093 30 2.5 5 0.199 IB5 30 2.5 7.5 0.111 1.61 30 1.5 10 0.19 2.14 500 23 23 23 ,,, -·--50 23 23 277 6.05 IRRIGATION METERl1"1 3.1 BACKFLOWPREVENTER 11-114") 10 FITTINGS 0.84 GATE VALVE 0.1 MASTER VALVE 11-114") ' REMOTE CONTROL VALVE 11-112") 2.5 B.EVATION CHANGES 2 TOTAL SYSTEM LOSSl!II 2621 -PRESS URIE NEEDED AT FARTHEST HEAD 35 PRESSURE NEEDED AT P.O.C 1127 STATIC WA.TER PRESSURE 71 -SET PRESSURE REDUCING VALVE AT NIA PIii! l!~GTtl "' ACCUM.G.P.11 IWffl..ti~-LOSS ' PLAN SCALE 1"=40' (HE1) • • " • • ,., • "" .. , " "' C.1l5 ,. " 1M ·l"S "' "' W.1 ,., ' " " "' 0.2IS 2.&l' •• Sl.G U.31J,1 '" • • , . ,. • • "" "' . ....,,-ION lll!IP 11' " IAC~,l.CIW PR!YENllR f2i " -· °"' GlTeYll.W: •• S"IIWIH(i"J '' RVALY!(l') 1 "IMOIECO!mOL VALVE I1-1,Z-: J.l 1!1.!\'lnot, CIWIGIII "' 'fOl',IJ,ffli'IIILOIIII )1.76 ''-SllMltalllDATIWl11RTl!EAD • PRHIIIRENEelJE:D lT P.0.C ... ITlTICWA'IEII Pll!IIJ/11 • '" Al!R!CLIClt.aVll\lEAT • REFER TO SHEET L-7 FOR IRRIGATION LEGEND & NOTES REFER TO SHEET L-ll FOR IRRIGATION DETAILS, REFER TO SHEETS L-9 AND L-10 FOR IRRIGATION SPECIFICATIONS. 0 ENGINEER'S SIG~ATUR[ R[QUIRED 0~ PAGt I ONLY APPROVED ENGl'JEERING 2-10-2k 6-20-2k DA-E INIT AL 40 80 160 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TTTLE~-----~--DATE REV! EWED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DEPARTMENT MARIANO b-zF-trV ASSISTANT ---DATE D/\TF INITIAL DAT DW'J ~Y: rRO,JEC-fW. f":RAWlf\JG NO. San Diego, CA 619-299-2959 rnGll'-IEER OF WORK REVISION DESCRIPTION UTHf-R A!--'PROV1\L INITIAL CITY AP::>RO\JAL CHKl BY:~-- RVI.D BY: CT 97-14 367-2L 2-112" "f-2":\'\'---4~'--~- \ o\ I I 2 l) \ \ \ 1-11 I \ \ \ \ \ 2-1 \ \ I 1 S -1-114" eii, 102 104 5 a 3 ----...... ___ _ EXI TING LANDSCAPE AND IRRI TION, CONTRACTOR IS TO ADJ ST /'IRE!Pi<.i~~NIYREPIACZ As I NECESSARY EXISTING IRR GATION TO PROVIDE FOR 10 PERCENT OVERLAP AND 100 PE CENT COVERAGE BETWEEN XISTING IRRIGATION AND NEW IRR GATION. REFER TO AS-BU LT IRRIGATION PLANS FOR CA LSBAD TRACT CT 92-02, SAM I SEASIDE HEIGHTS, SHEETS 6, 7 ND 23.---DRAWING NUMBE 327-9L ( 6 J NOTES: 1. ALL MAIN LINE TO BE INSTALLED AND TESTED ACCO WING TO MANUFACTURER'S INSTALLATION INST~UCTIONS WHICH SHALL BEA PART o=THE IRRIGATION SPECIFICATIONS PROFESSIONAL MEMB::R AMERICAN SOCIETY or IRRIGATION CONSULTANTS Daniel Scaliter Numb11r: P~1054 Date: - \ METER #6 (RECLAIMED WATER) MAKE POINT OF CONNECTION AT NEW 2" RECLAIMED WATER METER PROVIDED UNDER CIVIL WORK. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION AND INSTALL AS FOLLOWS: 1) 2" BACKFLOW PREVENTER FEBCO 825Y. INSTALL PER CMWD STANDARD DETAIL W-20 2) 2" BASKET STRAINER HAYWARD MODEL 72-2" WITH 100 MESH LINED BASKET STRAINER. 3) 2" IRRIGATION MASTER VALVE, GRISWOLD, 2000-2", CONNECT TO MASTER VALVE STATION AT CONTROLLER 'F' 4) EXTEND MAIN LINE TO VALVES AS SHOWN. H.G.L -------------------384FT EXISTING STATIC WATER PRESSURE 65 PSI SYSTEM DESIGN PRESSURE 65 PSI PEAK IRRIGATION DEMAND 67 GPM Jr,JAUTHOP ZED CH.4.l,CFS AN[) I.J~.::5 CALTON: SC'AliltR IRRIGAl ON Ef\GINECRII\G, INC WILL NOT G[ RESPO'~SIBLt FOR, OH LIABLE t-Ok, Ut,AUIH(Jis;IZEO CHANGES 10 OR USE OF THE JRRJGATl'.JN PLNlS. ,\LL CI-NJGl'.:5 10 THI:. IR~l- (,ATION PIA\JS l11UST BE IN WRITI/\::; AU MJST BE 1\FPROVED BY :"-CJI.I ITFR IRRIGATilN Et,GHFFRlf~G. INC. l::~l~l'.~::E!~~~~~-~~~G~IC:~~,G~•~~T~!~:A!~~~Nl C,CL N\~U'J DRIVE REDLii,/\DS, CALIFO'i!Nlt.. 92374 (909) 7,J4-'.)811 FAX (~09) 794-t,8/3 I I 1-/2" 1 S CONTROLLER 'F' IRRIGATION CONTROLLER 'F', RAIN BIRD ESP-MC32 SERIES, 32 STATION. CONTROLLER TO BE ENCLOSED IN A "STRONG BOX" VANDAL RESISTANT CONTROLLER ENCLOSURE. CONTROLLER AND ENCLOSURE TO BE PROVIDED AS A COMPLETE ASSEMBLY AS MANUFACTURED BY PACIFICAL TECHNICAL SERVICES, TELEPHONE (800) 427-0779, MODEL NUMBER CA5-RB 1-32-RRA/MVP/RSP GROUND CONTROLLER WITH 1/2" BY 5-FOOT GROUND ROD. 0 110/120 VOLT POWER STUB-OUT AT THIS LOCATION UNDER ELECTRICAL WORK. REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. KEY MAP LOCATE ALL IRRIGATION MAINS OUT OF ROW. TYPICAL Subdivsion Boundary/ PL--- IIRllHllN llfflR & I \ ~\ )'-14 ------- --------~""-----~~--- ~\ ~\ -,0 I 2-1/2" I 2-112" '\ \ \\ '""''""' l'LOl'l'D\!IPII PLAN SCALE 1"=40' I \\ \, NORTH ""'" NW --IUIA ""'""" ... IAeellli u.M JRl!SlllllE LONI • 0 40 80 160 • ,,_ ' ''"" .. , ,,.. ' ,. PVC9c:HU ,. I • ,., ., , ... "·" ---------- ' ,. l'V:SC11n u, " , .. 1H ""' ,M --PVC0,.a1~ ---2"'2 ---' -IMIMI ,. ., 1' " , .. , .. --.... , ,. T)Pe'I(' "'WI"' "" ' • " " , .. ,. !MIIIMTll)N llrnR¢i ____ --~ --- l,ICICFLOW PIIE\l&,ITER[2.") ,0 """" ,. ----------1».lEVALYE 0 -----BTIWIBll.2''.) ' IAUIER YMVE(t') ' -··--------· -RUl()JECONTRa. VAi.VE ll"J " !l.J!V..TIDN CIWIG!II "' 'Jl. 'JIAJ!Ml!!il'IF~" ffh1J' tl!Nit lfi1'&.~ -----------'·-rooo.mffiLOBSEI REVEr. 7lfS IXmlEl/f (}// /TS C!/lllf/lrS IMY NOT Bf /JSll1 FrJII IHI OW~ NID 11\Y N(JT 1£ l1fPf/ODUCED (}// flSCilJS8} W Ollt11S lll1H/JUf TIE Pl'J(J// IIIIIT1VI CONSENr OF SCIJ.flEJI IRRtGAOON ENllfllWlf//r;, INC. All IIK'illTS R&I/WJ, © COPIRl/1/T 19/JII_ -- --- -·--- San Diego, CA 619-299-2959 -- --- ~1.41 ~~E N!!ll!D AT FAlmlEST fEAD " --PRl:SSUIG" lliliDEDAT P.O.C $2.41 -9TlTICW,l,.T~RPR!19U-! • SIT "lmlllllE P!OUOIN9 VALVE AT "' -- rnrn,EER'3 SlmATla,c REOLIREJ ON PAGE I CNLY A1")PROVl:...D llATF INITIAi REFER TO SHEET L-7 FOR IRRIGATION LEGEND & NOTES REFER TO SHEET L-8 FOR IRRIGATION DETAILS, REFER TO SHEETS L-9AND L-10 FOR IRRIGATION SPECIFICATIONS. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE ________ _ REVIEWED BY: MARIANO DA r= INITIAL CA TE 11'-JITIAL DWN BY: PRC;JECT NO l:.l\81~JU:.R m WOR-< REVISION DESCRIPTION OTHER APFRO\IAL CITY APFROVAL CHKD ~y RVIVD BY: CT 97-14 DATE DATE rJRAWIN~ rm. 367-2L 16 17 18 F'l!ESSURE REDUCING QA1E \1,11.VE, SAME SIZE ,S NER "TYP. 2 PLACES. BRASS OR COPPER NIPPL£S O I: UNION 1 PVC MALE ADAPTER 1YP. 2 (TWO) Pl.ACES FINISH GRADE BRICK, ONE AT EACH CORNER OF VIJ..VE BOX APPROVED WATE:RPR:OOF' CONNECTORS COITTROL AND COMMON WIRES. TAPE WIRES TO MAIN LINE PEA GRAVEL MIN. 3 CU, FT, 12")( 12")( 6" CONCRETE SUPPORT wrrH GRINNEU. PIPE SUPPORT UP-SlREAM PRESSURE MAIN LINE. ANGLE TO SPECIFIED DEPTH Willi 45-DEGREE ELBOWS, SIZE PER DRAWINGS. DOWN-STREAM PRESSURE MAIN LINE, ANGLE TO SPECIF1ED DEPTH WITH 4:1-DEGREE ELBOWS SIZE PER DRAWINGS. NOTES: 1 • PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. 2. Pl.ACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES, 3. PRESSURE REDUCING V/JJ..VE MAY OtFFER IN SIZE FROM GATE VALVES AND BASKET STRAJNER. USE REDUCE-BUSHING TO PROPERLY CONNECT THE ASSEMBLY, AS l'ECESSARY. REFER TO IRRIGATION DRAWINGS FOR ALL SIZING OF GA1E VALVES, BASKET STRANER, PRESSURE REDUCING VIJ..VE Al'I) MAIN LINE. STRAINER/MASTER VALVE ASSEMBLY WIRING DIAGRAM WATERMARK ELECTRONIC MODULE (WEM) FOR INDMDUAL VALVE CONTROL I BYPASS PILOT CIRCUIT (HOT) I 0 0 WHITE """"" 0 • r"" 0 • ~ ~,•m,•~ WATERMARK ELECTRONIC MODULE RCV (WEM), INSTALLED IN A 6" ROUND COM/GROUND HOUSING BOX ~CONO VAJ....'v£. BOX) 2-J FT FROM ENSORS. WATERMARK SENSORS IN V.AL'vc. BEING AC11VE ROOT S'ISTEU CONTROLLED nJRF OR PLANTS WEM BYPASS CIRCUIT NLOl'/lffff(WDI~ NOT£: 1. DURl4G hiWNTENANCE PERIOD MOISTURE SENSOIIIS SHALL IE llJRNED OFF TO ALLOW FOR PROPER ESTABLISHMENT OF ALL PLANT MATERIAL. 2. AFTER ESTABLISHMENT OF ALL PLANT MATERIAL CONTRACTOR IS TO TURN ON ALL MOISTURE SENSORS >S RECOMENDED B'Y THE MANUF. MOISTURE SENSOR WIRING 1!r MIi. Ol' 18" MIN, NON P'RESSURE LATERAL LINE CLEM! BACKFILL CONTROL W1~ ON REC't'CLEO MAINS INSTALL TWO (2) WARNING T.AP~ AS SHOWN. lYPIC>J.. PRESSlJ~E SUl'PLY LINE MIN. 2• OF a.EAN e:ARTH NOTES: 1. BELOW PAVl!D ARW A MINIMUM or s• LA'l'ER OF' a.EAN FILL SAND SHALL BE INSTALLED N!Jf:Nf. AND BELOW PIPING. 2. PROYIDE MINIMUM COVER Of 24" ON PRESSURE SUPPLY LINES J" AND LARGER. 3. WHEN USING RECLAIMED WA.TD , MAINTAIN WINIMUU 1 O' HORIZONTAL SEPARATION BETWEEN POTABLE ,.,,.D RECLAIMED PRESSURE LINE'S. WHERE LINES CROSS, PROVIDE PYC SLEEVE FOR POTAII...E LINE MINIMUM 1 O' EACH SIDE Of RECLAIMED WATER LINE TYPICAL TRENCHING DIG ALERT II "C:IIClalWIC:li,4t,LMl'QIIOlffloll""ICN JI I~ GENERAL IRRIGATION NOTES: 1. THE IRRIGATION SYS1£M DESIGN IS BASID ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION, REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 2. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY ANO SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. BELOW PAVED AREAS A MINIMUM OF 6" LAYER OF CLEAN FILL SAND SHALL BE INSTALLED ABOVE AND BELOW PIPING. 3. BEFORE />Nf WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY INSPECTOR, [/760) 815-6708], THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR, REGARDING GENERAL R'EQUIREMENTS OF THIS WORK. 4. THE CONlRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT UTILITIES AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND HE IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR' STRUCTURES. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING THE SAFTEY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND CONTRACTOR AGREES TO DEFEND AND INDEMNIFY AND HOLD OWNER AND DESIGN PROFESSIIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILl1Y ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 6. DO NOT INSTALL THE IRRIGATION SYSTEM PS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS, IN THE FIELD, THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CON- SIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS PS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH SYSTEM. 8. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1" (INCH) ABOVE FIINISHED GRADE. 9. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAWN AREAS SHALL BE INSTALLED SO THE TOP OF THE SPRINKLER HEAD IS FLUSH WITH ADJACENT SIDE- WALK OR CURB. 10. IN OPEN SEEDED LAWN AREAS SET TOP OF POP-UP TYPE SPRINLER HEADS 3• ABOVE FINISH GRADE UNTIL LAWN IS ESTABLISHED. LOWERING OF ALL LAWN HEADS BY THE CONTRACTOR SO THAT THE TOP OF THE SPRINKLER HEADS IS FLUSH WITH FINISHED GRADE, SHALL BE ACCOMPLISHED WITHIN TEN (1 O) DAYS AFTER NOTIFICATIION BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 11. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 12. 110/120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 13. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWINIG JOINT AND VALVE ASSEMBLIES. 14. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING STRUCTURES, ETC. 15. IN ADDITION TO THE CONTROL WIRE SLEEVES AND PIPE SLEEVES SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE AND PIPE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. 16. INSTALL POP-UPS W/IN 10 FT. OF ALL PEDESTRIAN USE (PER CITY OF CARLSBAD) 17. INSTALL CHECK VALVES PS NEEDED TO PREVENT LOW HEAD DRAINAGE. FINISH GRADE e• DIA. X 12" LONG PVC CLASS 160 PIPE SLEEVE. PEA GRAVEL TO THE DEPTH OF ROOTBALL 1 /2" PVC SCH. BO NIPPLE LENGTH AS REQUIRED ' 'Y v' ~ LATERAL LINE, SIZE PER 1½0 cl-_i¼Z:JI., DRAWINGS (}'j;_.+, r-l--CL 7:/Y NOTES: PIPE CAP SLIP FITTING OR MALE THREAD WITH THREADED SLEEVE BUBBLER PVC TEE (SXSXT) OR EL.BOW 1" 12" MIN. 1.-INSTALL BUBBLER 6" FROM EDGE OF THE ROOTBALL OF THE TREE 19 BUBBLER BELOW GRADE IRRIGATION SPRINKLER HEADS SYM. DESCRIPTION MANUF. & PART NO. GPM RAD PSI ARC DETAIL NO. 0 FULL CIRCLE SPRAY HEAD TORO 570Z-6P-CV-15F-PC 3 15 30 360 11 M HALF CIRCLE SPRAY HEAD TORO 570Z-6P-CV-15H-PC 1.5 15 30 180 11 C'l 1 / 4 CIRCLE SPRAY HEAD TORO 570Z-6P-CV-15Q-PC 0.75 15 30 90 11 < I FULL CIRCLE SPRAY HEAD TORO 570Z-6P-CV-12F-PC 1.92 12 30 360 11 c,. HALF CIRCLE SPRAY HEAD TORO 570Z-6P-CV-12H-PC 0.96 12 30 180 11 a, 1 / 4 CIRCLE SPRAY HEAD TORO 570Z-6P-CV-12Q-PC 0.48 12 30 90 11 X FULL CIRCLE SPRAY HEAD TORO 570Z-6P-CV-10F-PC 1.33 10 30 360 11 V HALF CIRCLE SPRAY HEAD TORO 570Z-6P-CV-10H-PC 0.66 10 30 180 11 V 1 /4 CIRCLE SPRAY HEAD TORO 570Z-6P-CV-10Q-PC 0.33 10 30 90 11 X FULL CIRCLE SPRAY HEAD TORO 570Z-6P-CV-8F-PC O.BB 8 30 360 11 )I HALF CIRCLE SPRAY HEAD TORO 570Z-6P-CV-BH-PC 0.44 8 30 180 11 )I 1 /4 CIRCLE SPRAY HEAD TORO 570Z-6P-CV-BQ-PC 0.22 8 30 90 11 □ STRIP SPRAY HEAD TORO 570Z-6P-CV-4-SST-PC 0.88 N A 30 4X30 11 121 END STRIP SPRAY HEAD TORO 570Z-6P-CV-4-EST-PC D.43 N A 30 4X15 11 [ 1) FULL CIRCLE ROTOR HEAD RAIN BIRD T-12SAM-FC-T40-6.0 6.70 35 35 360 10 {') PART CIRCLE ROTOR HEAD RAIN BIRD T-12SAM-PC-T40-3.0 3.90 35 35 180 10 [3) PART CIRCLE ROTOR HEAD RAIN BIRD T-12SAM-PC-T40-1.5 1.80 35 35 90 10 ( 4) FULL CIRCLE ROTOR HEAD RAIN BIRD T-12SAM-FC-T40-4.0 4.90 30 35 360 10 (6) PART CIRCLE ROTOR HEAD RAIN BIRD T-12SAM-PC-T40-2.0 2.50 30 35 180 10 '" PART CIRCLE ROTOR HEAD RAIN BIRD T-12SAM-PC-T40-1.5 1.80 30 35 90 10 '" FULL CIRCLE ROTOR HEAD RAIN BIRD T-12SAM-FC-T30-4.0 3.31 25 35 360 10 '" PART CIRCLE ROTOR HEAD RAIN BIRD T-12SAM-PC-T30-2.0 1.99 25 35 180 10 '91 PART CIRCLE ROTOR HEAD RAIN BIRD T-12SAM-PC-T30-1.3 1.30 25 35 90 10 1101 FULL CIRCLE ROTOR HEAD RAIN BIRD T-12SAM-FC-T22-4.0 3.80 20 35 360 10 1111 PART CIRCLE ROTOR HEAD RAIN BIRD T-12SAM-PC-T22-2.0 1.90 20 35 180 10 r121 PART CIRCLE ROTOR HEAD RAIN BIRD T-12SAM-PC-T22-1.0 1.DO 20 35 90 10 ( 1 I$ FULL CIRCLE ROTOR HEAD RAIN BIRD T-S-FC-T4D-6.0 6.70 35 35 360 9 St 21 PART CIRCLE ROTOR HEAD RAIN BIRD T-S-PC-T40-3.0 3.90 35 35 180 9 (JlS PART CIRCLE ROTOR HEAD RAIN BIRD T-S-PC-T40-1.5 1.80 35 35 90 9 St<l FULL CIRCLE ROTOR HEAD RAIN BIRD T-S-FC-T40-4.0 4.90 30 35 360 9 r51S PART CIRCLE ROTOR HEAD RAIN BIRD T-S-PC-T40-2.0 2.50 30 35 180 9 Sf•l PART CIRCLE ROTOR HEAD RAIN BIRD T-S-PC-T40-1.5 1.60 30 35 90 9 rns FULL CIRCLE ROTOR HEAD RAIN BIRD T-S-FC-T30-4.0 3.31 25 35 360 9 sr,1 PART CIRCLE ROTOR HEAD RAIN BIRD T-S-PC-T30-2.0 1.99 25 35 180 9 r,1s PART CIRCLE ROTOR HEAD RAIN BIRD T-S-PC-T30-1.3 1.30 25 35 90 9 snoi FULL CIRCLE ROTOR HEAD RAIN BIRD T-S-FC-T22-4.0 3.80 20 35 360 9 r,•1s PART CIRCLE ROTOR HEAD RAIN BIRD T-S-PC-T22-2.0 1.90 20 35 180 9 Sf1iJ PART CIRCLE ROTOR HEAD RAIN BIRD T-S-PC-T22-1.0 1.00 20 35 90 9 0 FULL CIRCLE ROTOR HEAD RAIN BIRD T-6SAM-FC-T40-4.0 4.90 30 35 360 11 © PART CIRCLE ROTOR HEAD RAIN BIRD T-6SAM-PC-T4D-2.0 2.50 30 35 180 11 © PART CIRCLE ROTOR HEAD RAIN BIRD T-6SAM-PC-T40-1.5 1.80 30 35 90 11 • FULL CIRCLE BUBBLER HEAD RAIN BIRO 1402 9.20 50 60 -9 ll-\.1 PART CIRCLE ROTOR HEAD HUNTER 1-25-ARV-8 9.20 50 60 360 9 @ FULL CIRCLE ROTOR HEAD HUNTER l-25-3RV-8 NOTE: LEGEND SYM. (el ('If) ~ ~ (fl ... t:¾ I s_[ ~ P] Not Shown (• [I] I :\ [Mj Ill ------RWII ---·-~ GENERAL LEGEND DESCRIPTION MANUF. le PART NO. REMOTE CONTROL VALVE, SIZE INDICATED RAIN BIRD EFB-CP-PRS-B SERIES REMOTE CONTROL VALVE, SIZE INDICATED RAIN BIRD EFB-CP-B SERIES MASTER VALVE, SIZE INDICATED GRISWOLD 2000 OR 2250 AS INDICATED REMOTE CONTROL VALVE, 1 TO 7 GPM CHAMPION PAA466 SERIES (WITH UNION) USE 3/4", 8 GPM AND ABOVE USE 1" REMOTE CONTROL VALVE, 1 TO 7 GPM CHAMPION 300 SERIES WITH UNION AND USE 3/4", 8 GPM AND ABOVE USE 1. A CHAMPION PAA SERIES ACTUATOR ATMOSPHERIC VACUUM BREAKER CHAMPION 362 SERIES (WITH UNION) SAME SIZE PS RCV. GATE VALVE, PIPE SIZE 2" AND SMALLER, NIBCO T-113 2-1/2" AND LARGER, NIBCO F-619 STRAINER. SIZE INDICATED HAYWARD, MODEL 72 , WITH 100 MESH LINED BASKET BACKFLOW PREVENTER UNIT FEBCO 825Y SERIES, SIZE INDICATED BOOSTER PUMP ASSEMBLY BOOSTER PUMP TECHN. (760) 947-6457 CONSTANTFLO 70BP60P2-3.0-ABDEGIKX MOISTURE SENSORS, FOR H.O.A AREAS, IRROMETER WATERMARK INDIVIDUAL VALVE CONTROLLERS "A"1"8"1"C","D"1"E" ,"F" & "G" ONLY CONTROL MODULE QUICK COUPLING VALVE NELSON 7645 WALL MOUNT CONTROLLER FOR PRIVATE TORO/HARDIE IRRIGATION RD-1200-EXT SLOPES AREAS.(WITH RAIN SHUT-OFF) WITH A WCS RAIN GUARD, INSTALL PER MANUF. EXTERIOR MOUNT AUTOMATIC CONTROLLER RAIN BIRD ESP-MC SERIES WITH RAIN SHUT OFF. NUMBER OF STATIONS INDICATED. WATER METER, BY OTHERS N/A PRESSURE SUPPLY LINE TO METER AND TYPE 'K' COPPER, OR PS PER LOCAL ro BACKFLOW PREVENTER UNIT CODE PRESSURE SUPPLY LINE, SIZE INDICATED 4" AND LARGER USE P\/C CLASS 200 2", 2-1/2", 3" USE PVC CLASS 315 ML = POTABLE RWM = RECYCLED WATER 1-1 /2" AND SMALLER USE PVC SCH. 40 NON PRESSURE LINE 3/4" AND LARGER PVC CLASS 200 1/2" PVC CLASS 315 DENOTE MAIN LINE SLEEVE, SIZE INDICATED SEE SLEEVING NOTE BELOW DENOTE LATERAL LINE SLEEVE SIZE INDICATED SEE SLEEVING NOTE BELOW DENOTE SLEEVE FOR WIRES, SIZE INDICATED SEE SLEEVING NOTE BELOW ALL MANILINE AND LATERAL PIPING USED IN RECLAIMED WATER IRRIGATION SYSTEMS (IRRIGATION METERS 3, 4, 5 , 6 AND 7) SHALL BE PURPLE COLORED PVC. TYPICAL ELECTRICAL REQUIREMENTS FOR BOOSTER PUMP MOTOR 240 VOLT, 1 PHASE, 3 HP, 1750 RPM, IS PROVIDED UNDER ELECTRICAL WORK, REFER TO ELECTRICAL ENG. DRAWINGS FOR ADDITIONAL INFORMATION, REFERENCE DETAIL NO. 5 DETAIL NO. 5 DETAIL NO. 4 OR NO. 14 DETAIL NO. 6 DETAIL NO. 7 DETAIL NO. 8 DETAIL NO. 2 DETAIL N0.14 PER CMWO STD W-20 PER MANUFACTURER DETAIL N0.15 DETAIL NO. 3 DETAIL N0.12 DETAIL NO. 13 N/A N/A SPECIFICATION SPECIFICATION SPECIFICATION SPECIFICATION SPECIFICATION USE TORO 570Z-12P-CV, 12" POP-UP SPRAY HEADS IN UEU OF TORO 570Z-6P-CV, 6" POP-UP SPRAY HEADS IN ALL GROUNDCOVER AND SHRUB PLANTING AREAS. SEE CONSTRUCTON DETAIL NO. 10. ADJUST FOR HEAD-TO-HEAD COVERAGE. TYPICAL CONTROLLER SEQUENCE ------.J.r~ .. • ___ _.,GALLONS PER MINUTES • LOCATE ALL IRRIGATION MAINS OUT OF RO.W. TYPICAL NOTES (m>IOAL.l: 1) WHEN VERTICAi.. OBSTRUCTIONS (FIRE H'1'DflANTS, STREET UOHTS, TREES, ETC,) l"'1ERFtRE WITH THE SPRAY PATTERN OF 1HE SPRINKLER f,£ADS SO AS TO PRE'IEN'f PAOPER COVERAGE. lHE CONTRACTOR SHALL FE.D .IDJUST THE SPRINKLER SYSTEM BV INSTAI...UNC A QUMTER CIRCLE OR 1-W..f CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER CO'o/ERAGE. ALL ADJUSTMENTS SHALL BE ~E AT NO MJDmONAI.. COST TO 1liE OWNER. 2) t.lAl~NE, VALVES, IRRtGATION METERS, EfC.. ARE SHOWN ON TI£ STREET AND/OR SIDEWALK FOR a.AR!Flr.ATION ONL 'r'. INSTAil. IN Pl.JMn AREA THROUCHOUT THE SITE. 3LrUST ALL SPRINKLERS FOR HEAD-TO-HEAD COVERAGE. 4 INSTAil. BACKFLOW PREVENTER IN GROUND COYER OR SHRUB ARE,\ ONLY. 5 AFTER ESTABLISHMENT OF ALL PLANT MAlERIAL. CONTROLLERS SHM..L BE PRO-G MED TO IRRIGATE SOLELY DURING NIGHTTIME. 6) CONTROLLER SEQUENCE FOLLOWED BY AN 'a', 'b" OR 'c" LETTER INDIC'.TES THAT THE VALVES ARE TO BE CONNECTED TO THE S\ME STATION NUMBER AS NOTED ON DRAWINGS TO START IRRIGATING SIMULTANEOUSLY, 9.9., VAL'\/£. Mb ANO VALVE Mc ARE TO BE CONNEClED TO TI-IE SAME ST.AOON NUMBER 4 AT CONTROLl.ER 'A'. WATERMARK MOISTURE SENSOR NOTES(FOR H.0.A AREAS ONLY): 1. OCH VALVE WU. HAVE INDEPENDENT SOIL MOISTURE SENSOR CONIROI. LITIUZING THE WATERMARK ELECTRONIC MODULE {WEM) AND TWO (2) WATERMARK SOIL UOISTURE SENSORS. 2. WATERMARK SOIL UOIST\JRE SENSORS UUST BE LOCATED IN THE ACTM: ROOT SYSTEM or THE TURF OR PLANT MATERIAL B~NG IRRIGATED lrf THE INDMDUAL VALVE WHICH THEY CONTROL 3. WATERMARK ELECTRONIC MODULE (WEM} IS TO BE INSTALLED INSIDE A 6" ROUND HOUSING BOX (AMETEK NO. 162001/2 OR EQUAL) WrIH ALL WIRE SPLICES TO THE VALVE AND THE SENSORS INSIDE THIS HOUSING. 4. WEM HOUSING BOX IS TO BE l.DCATED WRHIN lWO (2) FEET OF WATERMARK SOIL MOISTURE SENSORS TO A\/01D UNNECESSARY SENSOR WIRE SPLK:ES. PRQIJIDE 6' OF f>£A GRAVEL AT THE BOTTOM OF THE HOUSING BOX TO FAaLITATE DRAINAGE. 5. ALL WIRE CONNECTIONS TO BE WATERPROOF. 8. ALL INSTALLATION AND WIRING SHALL BE DONE IN ACOORIJANCE WITH THESE SPECIFICATIONS AIIJ THE WATERMARK INSTAI.JATION AND OPERATIONS BOOKLET. 7. CONTACT IRROMEJ'ER COMPANY, INC., P.O. BOX 2424, RMRSIDE. CA 92516-2424, TELEptjONE (909) 11119-1701, FAX (909) 889-3706 REGARDING PROPER LOCATION AND INSTAI.JATION OF MOISTURE SENSORS AND OPERATION. SPECIAL ON SITE NON-POTABLE WATER NOTES 1. THE INSTALLATION FOR THE IRRIGATION WATER SYSTEM SHALL CONFORM TO THE REGULATIONS FOR THE CONSTRUCTION OF IRRIGATION WATER SYSTEMS WITHIN THE CITY OF CARLSBAD AND THE ACCOM- PAN\1NG PLANS AND SPECIFICATIONS. 2. ALL ON-SITE CONSTANT PRESSURE RECYCLED ANO POTABLE W"TER MAIN LINE PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH THE CITY OF CARLSBAD REGULATIONS AND THE IRRIGATIONS SPECIFICATIONS. 3. CONST ... NT PRESSURE & NON-PRESSURE RECYCLED WATER PIPING SHALL BE PURPLE COLORED PVC. 4. MARKING ON THE PURPLE COLORED PVC PIPE SHALL INCLUDE THE FOLLOWING: CAUTION RECLAIMED WATER. NOMINAL PIPE SIZE. PVC-1120. PRESSURE RATING IN POUNDS PER SQUARE INCH AT 73 DEGREES. ASTM DESIGNATIONS SUCH AS 1785, 2241, 2672, 3139. PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF THE PIPE. 5. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X -4-", PURPLE IN COLOR WITH THE WORDS "WARNING -RECLAIMED WATER -DO NOT DRINK" IMPRIN1ED ON ONE SIDE, "ND "Al/1SA -AGUA IMPLIRA -NO TOMAR" ON THE 011-IER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL 8. ONE TAG SHALL BE ATTACHED TO EACH VALVES AS FOLLOWS: a. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR b. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP. e. WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPING CARRYING POTABLE WATER. 7. WARNING TAPE SHALL BE MINIMUM OF 3 INCHES WIDE AND SH"LL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO Tl-IE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND TljE, WA~NING TAPE AND THE PIPE EVERY FIVE FEET ON CENTER. 5. WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER PIPING SHALL BE BLUE IN COLOR WITH THE WORDS "CAlfTlON BURIED WATERUNE BELOW" IMPRIN1ED IN MINIMUM 1-INCH HIGH LmERS, BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. 9. ALL PRESSURE MAIN UNE PIPING FROM THE RECYLCED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN IO FEET MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WA1ER PIPING. WHERE RECYa.EO AND POTABLE WATER PRESURE MAIN LINE PIPING CROSS, THE RECYCLED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER CROSSING IN A PURPLE COLORED PVC SLEEVE PER SLEEVE'S NOTES, WHICH EXTENDS A MIN. OF 10 FT. ON EITHER SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 12 INCHES. CONVENTIONAL (WHITE) PVC PIPE MAY BE USED FOR SLEEVING M"TERIAL IF IT IS TAPED WITH 3 INCH WIDE PURPLE WARNING TAPE WHICH READS "CAUTlON -RECYCLED WATER". - REMOTE CONTROL VALVE SIZE ----_.....l";:_.,,,, ~ SLEEVING NOTES REFER TO SHEET L-8 FOR IRRIGATION DETAILS, REFER TO SHEETS L-9 AND L-10 FOR IRRIGATION SPECIFICATIONS. 1.-UNOER VEHICLE PAVING INSTALL MAIN, LATERALS AND WIRING IN SCH 1!0 PVC SLEEVE W/30" COVER 2.-UNDER PEDESTRIAN PAV1NG INSTALL MAIN AND WIRING IN SCH 40 PVC SLEEVE W/1 B" COVER 3.-UNDER PEDESTRIAN PAV1NG INSTALL LATERALS IN SCH 40 PVC SLEEVE W/12" COVER 10. Tl-IE IRRIGATION SYSTEM HAS BEEN DESIGNED TO, OF 10:00 P.M. AND 6:00 A.M. UNLESS OTHERWISE DI AND MUST BE OPERATED BETWEEN THE HOURS RECTED BY THE CMWD. APPROVED FOR PLANTING "AS BUil T" 11. ADJUST SPRINKLER HEADS TO ELIMINATE OVERSPRA SIDEWALKS, ETC ~ ONTO POOL DECKS, PRIVATE PATIOS, STREETS AND IRRIGATION ONLY, INCLUDING PRECISE Tl-IF DATE LOCATION OF PLANTING ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY REVIEWED BY: APPROVED AREAS. ENGINEERING PLANCHECKER DATE ·~ I S7ETI INSPECTOR DATE 6-6-2K CONSRUCTION CHANGE '/ '.\ .,;,t./p-lJIJ (UNAUTHORIZED GRADINGl ' I. 1 • CITY OF CARLSBAD LIT] " PLANNING DEPARTMENT 7 "(''., d,, ' . . ., . • MARIANO . APPROVED ffJ ?-2;-cJZ) Pai DIRECTOR ASSISTANT DATE OWN BY:-··· I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY: CT 97-14 367-2L ENGINEER or WORK OTHER APPROVAL CITY APPROVAL RVWD BY: ,------------------------------------------,-------------------------------------,--------------------------------------,-------------------------------· 1 ··· 1 I 11 11 ! I i I , I I 1 , I 1'1 i 111111: ] 111111,, ' ' .111 111. 11 11 ,·c;fNIJ 1 ,u~r com;,c1 PAND ) r AI\GI f h'ON WHcltD :Q B/1.SE 5 .'':JUR 1/2'' CAD PL/,T[O I\.NCH(JR ,l(J i''i ~ND <;_J( IIIJN (;Ll.)51:.U CQllPLEO f'UMf' AND MOTOR ') ~Cl I LIMIT fLCW SWITCI I 11\STi<I I rn IN Hi<V/1:✓ Ir) 81:. CC~JNC.CTE:[l -o f'UM" CO'JTROI PANFI S f .ANG[ s·.-iI1<JC CHe:~K VAi Vf" ()f.l VIHC.N NV TED COMBINATION P'l[SSuRF ~F"CUIAIIN(; ;,.N1:• Nllt'.' SlAI\.I C-IEC'<: Vr,./_V[, BAIL[Y 'ICOACP OR <_:i_A VAL 91 '5rnlES. 7 r _A'fG[O ~C. DF"t,Re, I I fUW II. 14 C.:AUGI:. METAL ENCLOSLF![, POViDtR-CDAfrn Gh'-L'J '::r.cURC. TO SE~L SKID USII\C CllfJ PIA-f"il F'IAI WAS-11:.h'', AND NUT'S (FOLi~ PLAC[S), WITH A (:ONl:NUIJl,'.; SIA:Nl[S5 STEEL l◄ING:c ACCCSS [J(_l(_.p_ ,,,,, fN;;u:·<;l,IR~ Tl) ACCOMMOCAT[ /\LI -~u1P1.1f1si <1,<, II IJ<.lf'!AIUl 9. 8UrTf'Rf"I Y VAi 'Jc IO 1)15CHARG[ ~ ..A.Nern rec. 11. COMP/1.NIO'J rt..1\NGE". I~. 1;1"((:ffllNf fll.LC.D 2 1/2" )IAI~. rRESSuRC CJ\u(";f" WITH 1/4"' :-;HUI on CCCK. I:!-. 8\"PA~ili I INI 14 f'IP( 5UPf'ORT G/I.LY/1.NIZCD, ,\D.!lJSTAFII f. 1 s. rIms1-·rn :";RA1\f I(; :;.;0 SOIL -o EE COt,,IPACT:o rn ,:15 % :·:0Mc'A(.:1Ior-. I~-1::lN(;f.:~lc. f'All, I;" rHICK WITII //-! RCO/,RS 6~ 0.C. COIN(; IN 1:l(.lll- llli:if1;1 ()NS 18. (;AIV"-1,;J,'.:-r) SIC.LL SKI) WITH rouR (-1) 9/16"" iiOIC:'i 1'(1 H:)I1 f'lJl,W AS:-:f'MHI '( I(_: <;()Ni;R\.l'l f"AD I 9 s~:r: r, f I f X r:ONl)l ,I1 --IOl)S NG ELECTRICAL WIRrr•C. ~() INIAKl '_",i';CED TEE. 21. (;,ll,I\I/\Nl.7rn \IICTAllll(: (:()111-'l,INr; 22 HIC>I-TEMP. S,1•1TC;1 I. ?.3 I OW rn::II0'1 f'R~':",SIJl;:l SWITCH BOOSTER PUMP ASSEMBLY 2 APPR01/ED VAL.Vt 80.'< I INISII r-Rt..[)" r.·urr~; PRES.SURF. MA,N I.INF ANGLE TO SPECIFIED DEPTH 1\/ITfc 45 DEGRC:E f.t.80\.\/S, '.=,llf" ~•f"R ORA.WINGS. GATE VALVO 1" IN LAWN P.REAS 2 PLANTER AREAS l. GATF VAi Vf ~; / 1 /;>"" /I.Nil I .. Al{(lf R ~iHAI.I.. lll AWWA Al-'~~ROVED A\JD ·-1AVF A :)"' ";QLJAl'tf '.',r,:RMINC Nlfl' IN I H 1,1 Cll l1RA'$S IIANDW,-E.ll ANIJ 11 !SNIJL :~().\JNc.(.:·l(JN';,; IN Lill) (JI IJN 0\5 :..'. CAIi vAl'II ~; [:i'' ANll I_Al-lGLl-l ~;IIAll IAV[. "RANSIT ADAPTC:RS. -~ ~'I /\U f-'C/, ::lt(\\i\.l, PIW)I? I() IN'$"M'..LAIION 01 'JAL VE BOX I\. C.:/1.ll VALVl ~,-jAll BE. INSTAlll.O IN s~R~B AREAS UI\LESS \)llll.ll'fl'l',;l APPROVED ~ I ("!Ii l!LCLAIMLD WATLR USE. PURPLE L D O.'.J ALL '✓ALVE B::ix:::s 3 Af-'..lf.'.OVf-I) VAi V~. 6QX QUICK CO\JPJ\JG VALVE. I Of-' m VA VC. SHALL l:3l 2" bt.LOW 1/ALV=. !::lOX CCM:.ri 1 /t.H SINNL!:.::;:; SlC.C.L HV)l CLAMf', .5 f--?!:.QUIRlD \ f-11\ISH (3RAUI::. 2" I\J SH~IJ!::l /I.RC.AS i or----\--t--t---~ \ f-'l/1 GC-:AVll. L C-U!::ll:.: f-lll Mlt\'. BRASS 90 DlGr:if'T l I NOIC. / I I I I :3RAS"S OR COPPER ,\JIPPLL L~'.NCTI I AS REQUIREC --------- I BRASS 9:J 1)1:.GRI:.!:. STR[ET ELL 8RASS CR C:OPP:.R NIPPI_E LENGIH AS RF'."~1 .. :1RFO 1, l'LAU. l'l::.A CRAVEL PRl:JR TO IN:~TAI I ATION or 1/AI 1.:r ;-!OX 7 f"OR RF(";I A MFn WAT[R :_ISE r>I~RPL[ LC ON ALL VALV: ~OX[S ."i. s:r #20 CENER/~L NOT[ ror< l<'.CYCLllJ WAI ':.h' QUICK CCUl-'Lt.h':O. APPROVED V.f\L 1/E BOX sin: ,11,::, rm:iurr,rn [mAS'.:, OR Clf-'1-'f-R N1PPL[ & U~!ION rive SCI'. 40 MAL r AiJAPFR I'-'"" '.,: (11','0) PI_/\CE':, -INl')H Gh:AJl 12" MAX. PRF~~S\JRf-MAIN L Nl ANGLE TO SP:cIr lllJ Df ..l I-Wllc-i 4"., DFGRFE ELBOWS, SIZE Pff-' .9.~-f\~~~~cS~. ______ _ NOTES: MASTCR 1/Al.\/[ t.i,PPR()\,'[O WAT'.::r~PROO'" CCNNI CIOH'.-; I ,sx•A"'"!N oue / l IN TURF" ARtK; '.! IN SHCSU!::l ARtll.S I l P..AC[ f-'l-A (;h't-V:-1 f'RIOR TO INSTt>l./lflON OF V/ll.'IE BJX 2 f"'_l,CE BOXES AT RIG!IT ANG_[S ro IIA:-~DSCAl-'I Of~ SIRlH. tm~~- .1 P Pf-Uf"'STREAM OF W-LVE ASSEMB_Y IS EC UAL IN DIAMCTER T:) 1)0WN'.)1RCAM Pf--'I\JG Jf" '/AL\IE ASSEMBLY 1·· NEC::S-31\~Y. A::iU R!:DUU HUSHIN(; IC RRINC; f'>IF'IN("; 1)I!\METER TO V.f\L\/E SIZF '< MASTER VALVES -a." AND LAHC[''..: TO Ll[ F'f'WVIDLJ WIiii f-1.Ar~(;c_D COMl\[CflONS 1\f ll[IJ O! UNIONS. ~ f'GR RECLA MED WlsTER LJSf" PURPI f ll"l ON Al I VAi \ff Aon'.~ A1-'1-'l{UVLL) VAI..Vl ~ox M•r·•ROV~:) W/\11 l~>-'l<(J(JI CONNECTO'sS :;;F"\ACTF co:<;-Ro, \/Al'✓E Ll~A~~ 01--'. CC1-'1-'U-'. i"J:PPL!: & UNION F..XPAN5ICN I :JOP I I I I 1-'VC SC.40 Fl AOW 12" ~- f-lVC :iCH. 1:lO Nlf--'Pl f-, / LlNGIH AS Ki:.UUIKi:.I: TYP. TWO PLACES ... // ';-'VC SCII. 40 l~f OR CLOOW 1" IURf ARI-A'.-, :/' :~HRUR A.'ff.AS 1a• MIN. 11RRICe', ·.)!>l[ r,-[!\CII CO'sNER OF \lt\LVE BOX C0Nlh'C:,l AND COMMON WiRf-S. lAPF WIR[S TO MP.I\ I IN!- NOT[S: 1. INSTALL CONH~OL ANL) VALVi:.'.i MINl\\l .. M ;:i' APART, ?' FR()t.r1 STRIJCTUli[::i OR HARD'.~CAPf-IN SHRl;B AREl'S, 1. 1-'L.ACt. f-'i:.A GRA'IFI PRIOR TO INSTA .. LATIO~J OF VAL\/[ BOX. J. 1-'L.ACt. c:lOXcS Al Rl(';HT ANC";I '"S TO t-:AF:;["JSCAPE OR STRUCTUR[S 4, r>IrE Uf"'STREN,I o: VAL\I[ As:;l~H"OIY IS HJlJAI IN l)AM[TER TO DOW~STR[AM PIPING 01" "✓Al'✓f. AS'.:;fM-ilY. ll-NI-Ci'S'.;,ARY, ,\DD RCDUCL-8USl1ING IU 8RING PIPING f)IAMFTFR T0 R::-MOTE C:mJTRCL VAL'✓[ SIA. RU :.R IC IRRIG,ll.TIOI\ (CNSTRUr:TION O\!CUM[WS FOR F•I=-INC :~I/.l. 5. FOR RECLAll,fffJ WATf"R IJ~if i"'IJ1-/f'l / I.II) ON /'.I.L VALVL ':3Dl(ES REMOTE CONTROL VALVE j--~---------------------------+---_j_---------------------------+---L---------------------------+--L_---------------------------t----'-----BALL/GATE VAL VE QUICK COUPLING VAL VE 4 MASTER IRRIGATION VAL VE 5 EXPANSION LOOP APPROVED WATERPROOF CONNECTORS CON'ffiOL AND co~~ON WIRES -T 11:1" MIN. PRESSURE SUPPLY LINE SCH. 40 PVC ~ ADAPTER NOIB ANTI-SIPHON ELECTRIC CONlllOL VALVE WTTl, UNION 6" ABOVE THE HIGHEST HEAD IN THE SYSTEM PVC SCH_ 80 NIPPLE LENGTH AND SIZE AS REQUIRED FINISH GRADE r 12" MIN. j TO IRRIGATlON SYSTEM SCH. 40 PVC MALE ADAPT£R PVC SCH_ 40 ELBOWS UNIT SHALL BE INSfALI.EO JN SHRUB AREAS ONLY. r APPROVED WATERPROOF CONNECTORS CONTROL AND COM~ON WIRES FlNISH GRADE 16" ~IN. NC SCH. 80 NIPPLE LENGTH AND SIZE Af; REQUIRED PRESSURE SUPPLY LINE SCH. 40 PVC ~ ADAPTER NOTE: EL.EClRIC ADAPTER PER PLANS BRASS ANGLE VALVE WITH UNION. ~ SCH. HO NIPPLE LENGTH ANO S12E AS REQUIRED 6" MIN.,12"" UAXT 12" UIN. I TO IRRIGATION SYSTEM SCH. 40 PVC ~ AIJAPlf;R PVC SCH. 40 ELBOWS UNIT SHALL BE INSTALLED IN SHRUB AREAS ONLY. AT~OSPHERIC VACUUIJ BFiEAKE'R WliH UNION. 6" ABOVE THE LIGHEST HEAD IN THE M FROM CONTROL VM.VE PVC SCH. 40 ELBOWS NOTE; PVC SCH. 40 90 DEGREE STREET ELBOW PVC SCH, 80 NIPPL.E LENGTH AND SIZE AS REQUIRE;O FlNISH GRADE 12" min_ l'O IARIGATION SYSTE'.M SCH. 4(J PVC MALE ADAPTER UNIT SHM.l.. BE INSTM.LED IN SHRUB AREAS ONL.Y. '.":HF(";K VAi VF" SAMl SIZE AS RISF=.: FINISH CR/\DE __ r;~Alf i: I' i '! I.ATERAL l,1.-.JE, Sil:: :-ic:1 nRAWl,G3 MARI. E :.< 90 DF GRFF Slkt.t.l llBCW ~'V(; SC:I--:. 4U f..JOTES ROTOR/s:-,R1'.Y HFAf'.l 12"' MIi\. I 11 : I I 1111 111 : I I 11 / ( I I fc.Lc:lCW/ ~'\1C :;;;11. 8U Nlf-';-'Ll., SI/J- Ai-JD L[Nc·r1 I A'S r<r:oull'(I D F=-ICAI.. 3 :.>[.AC[:; 1]" MIN I I I I I f-'VC Ill (S:-:sx1; 01~ LLLJOW MARL:X 9,:-, L)EGREE STRFf"T Fl 80W I. LCCAT[ 111Alb 1U fl. f-ROIJ All f'l-:1)):-~,fRA\J l)t-,1:S. l IN~TALL CIIAD':-i FIUS'-' WTH TOP '.iF HARD<:,CAPF. AT NTF::RS::CTION<:, ANU CURNf.R:-i rn rwr, NCHFS 9F: O'N Fh/TT("H,1 or TRET GR.f\T[. 5. U:::il LI LDN TAP~ 1N Al I MAI F THRFADF"n f"ITTINC$ F\CEr--T ··[NJ 4 cm. lRACTOR SHOL,1I. J Ti~.T r,[1'D, /,:, r<[UuIr~rn. TC 0['3. :;_·1·1 SIT[ A.Nl.l COVL.RA(;f. I..Aff'<'.Al. I INr, SI7r ~rn f)RAWIr..r,s llVC SC. 40 s-REET :'.:l..3C\'i' NOTES POP-UP I ll.AJJ ;; 11111 12" MI\.J. PVC ~~Cf-, HI~ ~~IPPLl. '=ilLc. ANJ Lt.NGIH ,tJ..S ~f .. OU mJ Yl'ICAL !WO f'lACT~i \ \ j PVC SCH \ PVC HT (:;X:1XT) I OR ELBOW \ PVC: -::;r:I I. 40 \0TRffT ELBOW 40 ELBOW I. LOCATE HEADS s·· f'"R:)f.,! '.':nr WAI K cu~R Fl"C 2 INST/-1LL HE"ADS f'"I USII WITII TOP :·JF" HARl)';-,CA:::,l '\I INll"<:;lC-IIONS AND (";ORNIRS. ,). v:;r TEf"LON IAl-ll I_\~ /1_L MAU:. TH::;:E.ACED FITTINGS rxcrp-I rAD. 4, Wf---l)'(l NOllU CHC.CK 'vA .. Vf s:·iAI I RF NSTA I l"Tl .IJ,.;()(R HEAD USIN::: SCHfDLJI r P.O .\JlPPI r. ANTI-SIPHON REMOTE CONTROL VAL VE 7 ABOVE GROUND RCV 8 ATMOSPHERIC VACUUM BREAKER 9 SPRINKLER HEAD ON RISER 10 HIGH POP-UP SPRINKLER HEAD i------'--------------------------------•--------,---__,_-~;:::=========·=•••:::·=--=-=-=•====·-==========~--;-IY;;S~l~l:;,:A~C;:c;lN:;;(:;CS;;.f~l-;-f------t---.L-:=-::-:-:~=-:-=~=-:~--------:::::~-:::=...:---:::::~::;----------,-----"'--------------------~----------------------i------'--------• 6 F"lt\lSH GRi\fJF LA IL <~L LINL, SIZ[ PER DRA'✓✓INGS ' I c'OP LP HFl,l __ _ rvc ~";CH. 80 \Jlf-'PLL. SILL ANO LEl'JGTH /\S R::QUIRff) TYPICt>L rwu l-'LA-:::-L..s \ \\ Ii-'" MIN AlJIOMAIIC CONIR()I Hi, \u.:un. t-·OUSINC TC WALL, COMMON W r<[ :;HAL_ :::1C. llc.D IN':,ID: HOUS NG WHF'N RHJUI~~ J. ON-JFF SWITCH \ \~---.,,,,fl!' 5'-o" f-INISH GRf\OE tvlOUW 1\UTOM,\TIC co,,nOLL.~R AP=-ROVE:: VANDA'_ -,csISTt..NT MASCNRY WALL ON MOlJNTINC; Hf?ACK" IS INS'l)f:. CUNIRC,U:.R 1:.NCLOSL.RI:. R[MOT[ CONHWL V.Al"✓L WIRL::i AWG IF # 14 SE.CURE. WIRES TO COl\''"ROI UNII Al ff-'RMII\AI .. ~ PRCV DEC Ii'. CONTROL UN-, lX I !:.NlJ ON::. CCf..-1MON WIRE TO Al I R,(;.v."s A:-.1I) :.)l\f (;()NIRO\. Wl:::'(E TO [fl,CH R.C.Y. (TYP CAL) APPR:Jl/[O PROffC".T V[ me: OSURF" ON-OF:-SWITCH 1-11\ISC" (_;~Al)J \ -- \ 8" MIN. \\ fl- ' CCNC~[T[ ro0TINC: INSTALi J'' MINIMJlv /1BOVE CR'-10[ AI\D SLOPE CONC~FH AT )% /'O !;RAIN R[\IIGTF :~mHROI VAi VF \r\'IR=:-S: /\WG U!-#14 SECURC: WIRC.S TO \XJN1 ROI UNI i Al IC kMINAI '.~ l"'RO'✓IO[D IN COi\ TROL UNT. ~ .. XTC.ND ONC. c::)MMON WIR:. ro ALL R.C.V 'S AND 0\/[ cmJTl<Ol WIR~ TO EACH l's.CY (TYl"'ICAL) COMMON W.RF '..:;HAI I RF TIF"; INSID::: rROTE:::TVE Er-.CLOSLRE WHE. \' R:::ou RED I ···--------- 6'" MINI. PVC SCH. 4[1 :,:-REE E.Ll"10\iV I I I I I PVC TEf (SXSXT) Cl~ I_LUOW ----\ \\ I \ CONDL.IT 4NO IRc;:ICATION I I / PvC :;c11, 40 LLBOW N()II ;; / five :.;c 1. 40 srFFT =-1 ROW I. L.OCJ\TF HFADS 6'" FROM ',l[)E WALK, CUlsG UC. 11 '.!. IN'.:::lALL HEADS FLUSH W..,.H TOP OF HARrY-;(:Al-'1. Al INl'LRS::CTIO.~S AND C~RNFR'.',. .5. USl llf .. ON Ti\PF ON Al I MAI F THREADLU 111 IIN~S l:<CEPT f'FAD 4 ~VI ILl,'L W)lLD CHE:".::K VALVE SH!\l I. RF INSTAI f' l.l U~JULY ILAD lJSINC SCH=-f")lJI F 80 t'\IPPLL... POP-UP SPRINKLER HEAD REFER TO SHEET L-7 FOR IRRIGATION LEGEND & NOTES REFER TO SHEETS L,9 & L-10 FOR IRRIGATION SPECIFICATIONS. INSTALL BACKFLOW PREVENTER PER CARLSBAD MUNICIPAL WATER DISTRICT, STANDARD DRAWING NUMBERW20 lLl:~·'-slU,L C:JI\DU" TO SOUR'.:E CONl~CI U~J RH~Ul-.'f-Mf-NI~-; 120 ·v·., 60 H.i:, 2 AlvtP. ),,!A>: \ \lf-.Jlff-?CON\Jf:.Cl WHC.\J RlQUIRE.J I \ r--.·OT[~";: \ \ \ NDI r:r C()NCRf-If-f-()() N(;1 TO ACCLPT :ONDLITS \\ P\/C SWCCP [L.80W SIZE AS REQUIRED ' 1 roMMON Wl::/F T:J BE WH -E A.ND CO'r::/OL WIRES TO BE :=OLCR C'.Of"FD. ?. ,o SPl.lC::S SilAl Jf'" MADI ;:3rTWl[N CONTROL .. CR Al-JD r~.C.V. j, ALL w11-n~G . CCNUUll OR f'Ll.lMcllNG 10 GO IHROUGH clOTTOM ,::,~ t:ON(;R~I~ f-OOIIN(;_ 4. flfl~R CSTABLISlll.1Er'JT or All F'LA.~T MATERIAL CO'.J-:;:OLLrn ':;HAL_ :JC. l'ROGR/11,,H✓lD TO IRRIGAll SOL:.LY [1URING NIGl-_.l'fllv'E. : IYf-'l'.:AI) EL:CTRICAL CON:1UIT TO SOJRC[ COr../TRO ,/Nl'I Rf-O:IIRf-Mf-N S 120 Y., 60 11.:, 2 AMP. MAX. N'.) Ir.'.~: I l'VC SWE.EP ELBOW Sl?F AS RH)lJIRl-ll ' COMl✓ON Wll~[ TO QC WI IITC Ai'.D CONTROi. WIRFS l'O R~ C'.)I OR COL"JU, ). NO SPI 1cp:, '.>f-cAI I RF M,'IJJF AF"iWFf-"N r;(lNfROLLlR AND 1-tc.v" 3 All WIRI\JC . CONDUIT CR: Pl L.MF:IINC TO GO THROLJ(~H :::ior UM m Ci)NCRl 1 l !-OC ING 4. AFTP F:",TAAI lSHMFN'i' m Ali f-'I AN I MAll-_RIA_ ,:_:c_m1f--?:JLLC. -S: S--1ALL BE P:::'(CGRAMMED TO 1RR1CATE SOL[LY DJRINC NCII·I·rIM; (IYf-'ICAL) 12 WALL MOUNT CONTROLLER CPHO) 13 AUTOMATIC CONTROLLER CHOA) ELECTRICAL REQUIREMENTS FOR BOOSTER PUMP MOTOR 460 VOLT, 3 PHASE, 3 HP. 1750 'lPM, IS PROVIDED UNDER ELECTRICAL WORK, REFER TO ELECTRICAL ENG DRAWINGS FOR ADDITIONAL INFORMATION. PROFESSIONAL MEMBER AMERICAN SOCIETY OF IRRIGATION CONSULTANTS Oenl"I Se<1llter Number! PR1054 OGt.: UNAUTHORIZED CHANGES AND USES CAUTION: SCAUT[R IRRIGATION ~NGINtt'RlNG, INC. WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, WNAUTHORIZED CHANGES ro OR USE OF THE IRRIGATION PLANS. ALL CHANGES TO THE IRRI- GATION PLANS MUST BE IN WRITING AND MUST BE APPROVED BY SCAUTER IRRIGATION ENGINEERING, INC. ,:~:~:T~:~::~~:~:ao~~:,~~:.::~~~~":, 902 AARON DRIVE REDLANDS. CALIFORNIA 92374 (9□9) 794~~i,11 FAX (909) 794-5873 14 Mllli\ tlOI( W/ Mf-lf'< i\l'rROX. I?' ';:,•· ldINllv'IJ~1 1-'0IAHl.fc SUNICI-IINF r..:CCYCLCC WAIU~ RRl(.;AIION MAINI IN" W/ SI fF\/f" -----+ NOTES: vrnTICAL CLEAl(ANCI 01-1'.'" l.illNIMlJt.l' 1•--, MANDAl"C:RY CRUS:ilNC f-'AI 11 01 A POTA81 F WATFR I.IN=" INSTAU.I\TIO" OF Rt.CLAIMt.L'l WArrn IRRl0ATION MAINI INF 2.:1" FROM F,,:-::c OF '.:,ID[WA.L,K WILL f--'ROVl~t :H~ m·us~,ARY ·r,· H0Rl70NTAI. (;!_[AR,\NC[ rROM POTA.R. F MA.INI INF I\. THF :,TR[[T, POT ABLE SERVICE LINE CROSSING 15 STREET '.)URFACE. -7 POTABl r ~AINI INl (S[T 1~1PRlW-Mf"r•H nRAWIN<3S) 12" M NIMU!v1 R[.JUIR[: D Vf rmCAI SlPARATIOl'J RFi":IAIMl:-r., WAFR IRRIGAIIO'i M1\INLll'.l ·------,Q NOTES Al.I. ~ECLAIIJED WATER IRRIGATION PIPING Ar~I) '.::. 1-1-\11-~; SHAI. l BE PURPLE AND LABELED AS ::il-'LCII II· l'J IN "'STI\N01\RD SP[Clr ICA I ION'::i f DR PRIVATF IRRIC',A-ON SYST::.MS"" "CI\RLSB/.\D R[CLAMAI l~N "'Ult S AN-:, Rf"GIJI ATIGN'.', f"OR GJNSlkUCIION Or Rf Cl O,IMFD WATFR Mi\1r-1S" OCTOS['< 199j PORT ABLE MAIN LINE CROSSING /':iU:.l:.VI:. , , APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BUIL T'1 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE DA Tc INITIAi. ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I I I 11 DATE REVIE'w'ED BY, INSPECTOR DATE CITY OF CARLSBAD ~ L!2_J PLANNING DEPARTMENT MARIANO APPROVED ASSISTANT PLANNING OWN BY· CHKD BY: RV'w'D BY, PROJECT NO. CT 97 -14 [?20.99 DATE I DRAWING NO. 367 -2L -..... IRRIGATION SYSTEM CMWD SPECS. TAKE PRECEDENT OVER SPECS. BELOW. PART 1.00 -GENERAL WORK INCLUDED CONlRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY TO INSTAil. THE IRRIGATION SYSTEM AS INDICATED ON THE APPROVED DRAWINGS AND SPECIFIED HEREIN AND SHALL PERFORM ALL OTHER INCIDENTAL WORK NECESSARY TO CARRY OUT THE INTENT OF THIS IRRIGATION SPECIFICATION AND IRRIGATION DRAWINGS INCLUDING THE FOil.OWiNG: FURNISH AND INSTAil. AU. PIPELINES AND FITTINGS. FURNISH AND INSTALL AUTOMATIC CONTROLLER, ALL ELECTRICAL CONNECTIONS AND CONTROL WIRING. FURNISH, ASSEMBLE, AND INSTAil. MATERIAL DESCRIBED IN THIS SPECIFICATION AND AS INDICATED ON THE DRAWINGS. EXCAVATE AND BACKFIil. TRENCHES. TEST AND INSPECT SYSTEM. SIXTY DAY MAINTENANCE. ONE YEAR GUARANTEE. WORK NOTED AS "N.I.C" 'EXISTING" OR 'TO BE SUPPLIED AND/OR INSTALLED BY OTHERS" IS NOT A PART OF THIS SECTION. THE WORK IN THIS SECTION SHAU. BE COORDINATED WITH ALL UNDERGROUND UTILITIES AND TRADES RESPONSIBLE FOR THEIR INSTALLATION. RELATED WORK SPECIFIED ELSEWHERE LANDSCAPE PLANTING: DIVISION 2 ELECTRICAL: DIVISION 16 MECHANICAL: DIVISION 15 EXAMINE ALL DRAWINGS AND SPECIFICATIONS PERTINENT TO THE PROPER COMPLETION OF THE WORK. QUALITY ASSURANCE PERMITS: OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY AU. AGENCIES. ORDINANCES AND REGULATIONS: LOCAL, MUNICIPAL, AND STATE LAWS, AND RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THE SPECIFICATIONS SHAil. NOT BE CONSTRUED TO CONFLICT WITH ANY OF THESE RULES AND REGULATIONS OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE SPECIFICATIONS AND DRAWINGS CAil. FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD, OR LARGER SIZE THAN IS REQUIRED BY THESE RULES AND REGULATIONS, THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRECEDENCE. PROTECTION: ERECT AND MAINTAIN BARRICADES, WARNING SIGNS AND LIGHTS, AND PROVIDE GUARDS AS NECESSARY OR REQUIRED TO PROTECT ALL PERSONS ON THE SITE. UNDERWRITERS LABORATORIES: ELECTRICAL WIRING CONTROLS, MOTORS, AND DEVICES SHAU. BE U.L. LISTED, AND SO LABELED. INSTALLER QUALIFICATIONS (FOR SOLVENT AND RUBBER GASKET JOINTS): EACH PERSON SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE IN TECHNIQUES FOR MAKING CORRECT JOINTS PRIOR TO PERFORMING WORK ON THE SITE. WORK OF THIS SECTION, THAT IS ALLIED, WITH THE WORK OF OTHER TRADES SHALL BE COORDINATED AS NECESSARY. SUPERINTENDENT: A SUPERINTENDENT SATISFACTORY TO THE OWNER'S REPRESENTATIVE SHAU. BE PRESENT ON THE SITE AT ALL TIMES DURING PROGRESS OF THE WORK. THE SUPERINTENDENT SHAU. NOT BE CHANGED, EXCEPT WITH THE CONSENT OF THE OWNER'S REPRESENTATIVE THE SUPERINTENDENT SHAU. BE AUTHORIZED TO REPRESENT THE CONTRACTOR. DISCREPANCIES: WHEN DISCREPANCIES EXIST BETWEEN DRAWINGS AND SPECIFICATIONS, AND NO SPECIFIC INTERPRETATION IS ISSUED PRIOR TO BIDDING, THE DECISION REGARDING THIS INTERPRETATION WIil. REST WITH OWNER'S REPRESENTATIVE, THE CONTRACTOR WILL BE COMPEU.ED TO ACT ON THIS DECISION AS DIRECTED. IN THE EVENT THE INSTALLATION DEVIATES FROM THE DIRECTIONS GIVEN, IT SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. EXPLANATION OF DRAWINGS: DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE REQUIRED. CAREFULLY INVESTIGATE THE STRUCTURAL ANO FINISHED CONDITIONS AFFECTING AU. OF THIS WORK AND PLAN THIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDmONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES. MANUFACTURER'S DIRECTIONS: MANUFACTURER'S DIRECTIONS AND DETAILED DRAWINGS SHAU. BE FOil.OWED IN ALL CASES WHERE THE MANUFACTURERS USED IN THIS CONlRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. WORK CALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHAU. BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN EQUIPMENT USAGE OR AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHAU. BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. AT NO COST TO THE OWNER'S REPRESENTATIVE. SUBMITTALS WITHIN 20 DAYS AFTER AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE FOR APPROVAL FIVE (5) COPIES OF A DETAILED LIST OF EACH MATERIAL PROPOSED FOR USE IN THE PROJECT. PREPARE TYPEWRITTEN MATERIAL LIST USING THE FOLLOWING FORMAT. DOUBLE SPACE BETWEEN EACH ITEM. ITEM NO. ,. 2. 3. DESCRIPTION PRESSURE SUPPLY LINES LAWN HEAD ETC. MANUFACTURER PAC. WESTERN RAIN BIRD ETC. MODEL NO. SCHED. 40 P.V.C. 1804-B12 ETC. WITHIN 20 DAYS AFTER AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE FOR APPROVAL FIVE (5) COPIES OF DESCRIPTIVE LITERATURE WITH CATALOG CUTS MARKED WITH HIGHLIGHTER PEN ON ALL ITEMS TO BE USED IN THIS PROJECT. NO WORK SHAU. COMMENCE BEFORE RECEIPT OF APPROVED MATERIAL UST AND DESCRIPTIVE MATERIAL. LIST SHALL INCWDE ALL ITEMS INDICATED ON DRAWINGS AND/OR SPECIFICATIONS. PRIOR TO START OF MAINTENANCE PERIOD CONTRACTOR SHALL SUBMIT ONE (1) COMPUETE SET OF AS-BUILT DRAWINGS ANO A LANDSCAPE ARCHITIECT'S CERTIFICATE OF COMPLIANCE TO THE OWNER FOR APPROVAL. APPROVED AS-BUILT DRAWINGS SHOULD BE CONSIDERED RECORD DRAWINGS. RECORD DRAWINGS RECORD DIMENSIONED LOCATIONS AND DEPTHS FOR EACH OF THE FOLLOWING: POINT OF CONNECTION SPRINKLER PRESSURE LINE ROUTING (PROVIDE DIMENSIONS FOR EACH 1 DO LINEAR FIEET (MAXIMUM) ALONG EACH ROUTING, AND FOR EACH CHANGE IN DIRECTION.) GATE VALVES SPRINKLER CONTROL VALVES (BURIED ONLY) QUICK COUPLING VALVES CONTROL WIRE ROUTING OTHER RELATED ITEMS AS MAY BE DIRECTED BY THE OWNER'S REPRESENTATIVE LOCATE All. DIMENSIONS FROM lWO PERMANENT POINTS (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS OR PAVEMENTS). RECORD AU. CHANGES WHICH ARE MADE FROM THE CONTRACT DRAWINGS, INCLUDING CHANGES IN THE PRESSURE AND NON-PRESSURE LINES. RECORD ALL REQUIRED INFORMATION ON A SET OF BLACKLINE PRINTS OF THE DRAWINGS. DO NOT USE THESE PRINTS FOR ANY OTHER PURPOSE. MAINTAIN INFORMATION DAILY. KEEP DRAWINGS AT THE SITE AT AU. TIMES AND AVAILABLE FOR REVIEW BY THE OWNER'S REPRESENTATIVE AND CITY INSPECTOR. WHEN THE OWNER'S REPRESENTATIVE HAS APPROVED RECORD DRAWINGS, TRANSFIER All. INFORMATION TO A SET OF REPRODUCIBLE PRINTS USING PERMANENT INOIA INK. CHANGES USING BALL POINT PEN ARE NOT ACCEPTABLE. MAKE DIMENSIONS ACCURATELY AT THE SAME SCALE USED ON ORIGINAL DRAWINGS, OR LARGER. IF PHOTO REDUCTION IS REQUIRED TO FACILITATE CONTROU.ER CHART HOUSING, NOTES OR DIMENSIONS MUST BE A MINIMUM 1/4 INCH IN SIZE. REPRODUCIBLE PRINTS (5 MAXIMUM) WIil. BE FURNISHED BY THE OWNER'S REPRESENTATIVE AT COST FOR PRINTING AND HANDLING. USE APPROPRIATE ERADICATING FLUID FOR REMOVING ORIGINAL LINES AND DIMENSIONS WHERE CHANGES ARE MADE. COMPLETED REPRODUCIBLES SHAU. BE EQUAL TO THE ORIGINAL DRAWINGS. ALTERNATE MATERIAL APPROVALS SUBSTITUTION OF ANY PRODUCT, MATERIAL, OR EQUIPMENT WITHOUT THE PRIOR WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE WIil. NOT BE PERMITTED. APPROVAL OF ANY ITEM AS A SUBSTITUTION OR ALTERNATE IS FOR DESIGN ONLY, BASED ON INFORMATION OR SAMPLES PROVIDED BY THE CONTRACTOR. CITY INSPECTOR MUST APPROVE ALL SUBSTITUTION PRIOR TO INSTALLATION. CONlRACTOR SHALL BE RESPONSIBLE FOR THE TOTAL PERFORMANCE OF SUCH SUBSTITUTION TO EQUAL OR SURPASS THE ORIGINAL IN EVERY RESPECT. IF THE SUBSTITUTION PROVES TO BE UNSATISFACTORY IN THE OPINION OF THE OWNER'S REPRESENTATIVE, CONTRACTOR SHALL REMOVE SUCH WORK AND RE PLACE IT WITH ORIGINAU.Y SPECIFIED ITEM (INCWDING INSTALLATION) AS PART OF THE WORK OF THIS SECTION. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE CONTRACTOR OF ANY LIABILITY UNDER THE SPECIFIED GUARANTEE. SUCH WARRANTIES ARE INTENDED ONLY TO SUPPLEMENT THE CONTRACTOR'S GUARANTEE. CONTROU.ER CHARTS DO NOT PREPARE CHARTS UNTIL RECORD DRAWINGS HAVE BEEN APPROVED BY THE OWNER'S REPRESENTATIVE PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER INSTALLED. CHART MAY BE A REPRODUCTION OF THE RECORD DRAWING, IF THE SCALE PERMITS FITTING THE CONTROLLER DOOR. IF PHOTO REDUCTION PRINTS ARE REQUIRED, KEEP REDUCTION TO MAXIMUM SIZE POSSIBLE TO RETAIN FULL LEGIBILITY. CHART SHALL BE BLACKLINE PRINT OF THE ACTUAL SYSTEM, SHOWING THE AREA COVERED BY THAT CONTROU.ER. IDENTIFY THE AREA OF COVERAGE OF EACH REMOTE CONTROL VALVE, USING A DISTINCTLY DIFFIERENT PASTEL COLOR, DRAWN OVER THE ENTIRE AREA OF COVERAGE. FOLLOWING APPROVAL OF CHARTS BY OWNER'S REPRESENTATIVE THEY SHAU. BE HERMETICALLY SEALED BETWEEN TWO LAYERS OF 20 MIL THICK PLASTIC SHEET. CHARTS MUST BE COMPLETED AND APPROVED PRIOR TO FINAL REVIEW OF IRRIGATION SYSTEM. OPERATING AND MAINTENANCE MANUALS PROVIDE TWO INDIVIDUALLY BOUND MANUALS DETAILING OPERATION AND MAINTENANCE REQUIREMENTS FOR IRRIGATION SYSTEMS. MANUALS SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE NO LATER THAN 10 DAYS PRIOR TO COMPLETION OF WORK. PROVIDE DESCRIPTIONS OF AU. INSTAil.ED MATERIALS AND SYSTEMS IN SUFlFICIENT DETAIL TO PERMIT MAINTENANCE PERSONNEL TO UNDERSTAND OPERATE AND MAINTAIN THE EQUIPMENT. PROVIDE THE FOLLOWING IN EACH MANUAL: INDEX SHEET, STATING IRRIGATION CONTRACTOR'S NAME, ADDRESS, TELEPHONE NUMBER AND NAME OF PERSON TO CONTACT DURATION OF GUARANTEE PERIOD EQUIPMENT LIST PROVIDING THE FOLLOWING FOR EACH ITEM: MANUFACTURER'S NAME MAKE AND MODEL NUMBER NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVE SPARE PARTS LIST IN DETAIL DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS FOR MAJOR EQUIPMENT CHECKLIST PROVIDE A SIGNED AND DATED CHECKLIST AND DELIVER TO THE OWNER'S REPRESENTATIVE PRIOR TO FINAL REVIEW OF THE WORK. USE THE FOLLOWING FORMAT: PLUMBING PERMITS: IF NONE REQUIRED, SO NOTE. MATERIAL APPROVALS: APPROVED BY AND DATE PRESSURE LINE TESTS: BY WHOM AND DATE RECORD DRAWINGS: RECEIVED BY AND DATE CONTROLLER CHARTS: RECEIVED BY AND DATE MATERIALS FURNISHED: RECEIVED BY AND DATE OPERATION ANO MAINTENANCE MANUALS: RECEIVED BY AND DATE SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS: RECEIVED BY AND DATE MANUFACTURER'S WARRANTIES IF REQUIRED: RECEIVED BY AND DATE WRITTEN GUARANTEE: RECEIVED BY AND DATE LOWERING OF HEADS IN LAWN AREAS: IF INCOMPLETE, SO STATE GUARANTEE DIG ALERT DIAL. TOLL Fl'l:EE ~ 1----422--4133 ~~0~"' IN~_.,. ...... ....«:It..._., a,~ CW.~ GUARANTEE THE IRRIGATION SYSTEM TO PROVIDE SERVICE AS DESIGNED AND INSTALLED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER'S REPRESENTATIVE CORRECT ALL PROBLEMS WHICH DEVELOP IN THE SYSTEM DUE TO FAULTY MATERIALS OF WORKMANSHIP DURING THE GUARANTEE PERIOD. REPAIR OR REPLACE SUCH WORK AS DIRECTED BY THE OWNER'S REPRESENTATIVE MAKE REPAIRS AND REPLACEMENTS PROMPTLY WHEN NOTIFIED. PROVIDE A WRlfilN GUARANTEE FOR EACH SEGMENT OF TI-IE PROJECT, STATING DATE OF COMPLETION AND GUARANTEE PERIOD. THE OWNER RESERVES THE RIGHT TO MAKE TEMPORARY REPAIRS DURING THE GUARANTEE PERIOD AS NECESSARY TO KEEP SYSTEMS IN OPERATING CONDmON WITHOUT VOIDING THE CONTRACTOR'S GUARANTEE, NOR RELIEVING THE CONTIRACTOR OF HIS RESPONSIBILITIES. PRODUCT HANDLING STORAGE: STORE MATERIALS AT A LOCATION DIRECTED BY THE OWNER'S REPRESENTATIVE STORE MATERIALS IN AN ORDERLY MANNER. AVOID INTERFERENCE WITH OTHER CONSTRUCTION ACTIVmES. PROTECTION: CONTRACTOR SHAU. PROTECT HIS WORK AND WORK OF OTHERS FOR THE DURATION OF THE CONTRACT. HE SHALL PROTECT PIPES AND FITTINGS FROM DIRECT SUNLIGHT AND AVOID UNDUE BENDING AND AW CONCENTRATED EXTERNAL LOADING. BEDS ON WHICH BEDS ARE STORED SHALL BE FULL LENGTHS OF PIPE. PIPE OR FITTINGS THAT HAVE BEEN DAMAGED SHALL NOT BE USED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL MATERIALS FROM THEFT OR LOSS. PROTECT AU. MATERIALS TO PREVENT INTRUSION OF DIRT AND MOISTURE. PROTECT THE INSTAil.ED WORK AND MATERIALS OF OTHER TRADES. PRODUCTS GENERAL MATERIALS OR EQUIPMENT INSTAil.ED OR FURNISHED SHALL BE NEW. GENERAL PIPE PRESSURE SUPPLY LINE FROM POINT OF CONNECTION THROUGH BACKFLOW PREVENTION UNIT: MUST BE CAST IRON, BRASS, COPPER OR OTHER MATERIAL APPROVED BY CMWD BACKFLOW SPECIAIUST 438-2722 EXT 7152. AU. THREADED PIPES SHAil. BE THREADED BY THE MANUFACTURER OF THE PIPE. P.V.C. PIPE ALL PRESSURE SUPPLY LINES UNDER VEHICULAR PAVING TO BE P.V.C. SCHEDULE 40. PRESSURE SUPPLY LINES 4" AND LARGER DOWNSTREAM OF BACKFLOW PREVENTION UNITS: CLASS 200 P.V.C. (ASTM D-2241) CONNECTED WITH RUBBER GASKET BELL AND SPIGOT CONNECTIONS. THE INSERTION MARK SHAU. BE VISIBLE TO SHOW PROPER DEPTHS INTO SPIGOT. THRUST BLOCKS SHALL BE AT EACH CHANGE OF DIRECTION AND SHALL BE INSTAil.ED PER THE MANUFACTURER'S RECOMMENDATIONS. PRESSURE SUPPLY LINES 2", 2-1/2" AND 3" DOWNSTREAM OF BACKFLOW PREVENTION UNITS: CLASS 315 P.V.C. CONNECTED WITH PRIMER AND SOLVENT CEMENT PER MANUFACTURER'S SPECIFICATIONS. PRESSURE SUPPLY LINES 1 1/2 INCHES AND SMALLER DOWN STREAM OF BACKFLOW PREVENTION UNIT: SCHEDULE 40 P.V.C. CONNECTED WITH PRIMER AND SOLVENT CEMENT PER MANUFACTURER'S SPECIFICATIONS. NON-PRESSURE LINES: CLASS 200 P.V. C. IDENTIFICATION MARKINGS: IDENTIFY AU. PIPE WITH THE FOLLOWING INDELIBLE MARKINGS: MANUFACTURER'S NAME NOMINAL PIPE SIZE SCHEDULE OF CLASS PRESSURE RATING P.S.I. NSF (NATIONAL SANITATION FOUNDATION) SEAL OF APPROVAL DATE OF EXTRUSION PIPE (SOLVENT WELD TYPE): MANUFACTURE FROM VIRGIN POLYVINYL CHLORIDE COMPOUND IN ACCORD WITH ASTM 01784 OR ASTM D2241, CELL CLASSIFICATION 12454B; HYDROSTATIC DESIGN STRESS RATING NOT LESS THAN 2,000 P.S.I. FITTINGS: STANDARD WEIGHT, SCHEDULE 40, INJECTION MOLDED P.V.C. COMPLY WITH ASTM D1784, CELL CLASSIFICATION 13454B, AS MANUFACTURED BY DURA COMPANY OR APPROVED EQUAL. THREADS (WHERE REQUIRED): INJECTION MOLDED TYPE TEES AND ELLS: SIDE GATED THREADED NIPPLES: STANDARD WEIGHT, SCHEDULE 80 WITH MOLDED THREADS JOINT CEMENT AND PRIMER NON-PRESSURE PLASTIC PIPE AND FITTINGS SHALL BE CEMENTED USING A 100% ACTIVE SOLVENT, BLUE IN COLOR. PRESSURE PLASTIC PIPE AND FITTINGS SHALL BE COATED WITH A PRIMER AND THEN WITH A 100% ACTIVE SOLVENT. BOTH PRIMER AND SOLVENT SHALL BE SIMILAR IN ALL RESPECTS TO THAT MANUFACTURED BY CHRISTI'S OR APPROVED EQUAL. COPPER PIPE AND FITTINGS PIPE: TYPE K, HARD TEMPERED ASTM B 88 FITTINGS: WROUGHT COPPER, SOLDER JOINT TYPE IN ACCORDANCE WITH ANSI B 16.22. JOINTS SHALL BE SOLDERED WITH SILVER SOLDER, CONFORMING TO ASTM B 206. BRASS PIPE AND FITTINGS BRASS PIPE SHALL BE 85% RED BRASS, AMERICAN NATIONAL STANDARD INSTITUTE (ANSI), SCHEDULE 40 SCREWED PIPE. FITTINGS SHAU. BE MEDIUM BRASS, SCREWED 125 POUND CLASS. GALVANIZED PIPE AND FITTINGS ELECTRICAL AND WIRING SERVICE HIGH VOLTAGE CONTRACTOR IS TO COORDINATE WITH THE LOCAL ELECTRICAL COMPANY FOR CONNECTION TO ELECTRICAL SERVICE AND/OR INSTALLATION OF CONDUIT, ELECTRICAL WIRING, AND ~ETER PEDESTAL AT THE LOCATION SHOWN ON THE DRAWINGS. MINOR CHANGES IN LOCATION CAUSED BY ACTUAL SITE CONDITIONS SHOULD BE MADE AT NO COST TO THE OWNER. THE OWNER'S REPRESENTATIVE SHAU. APPROVE AU. CHANGES TO THE PLANS ELECTRICAL EQUIPMENT INSTAil.ED OUTSIDE BUILDING SHALL BE NEMA 4 TYPE, WATERPROOFED FOR EXTERIOR INSTALLATION. ALL CONNECTIONS BETWEEN ELECTRICAL SERVICES AND EQUIPMENT SHAil. BE IN RIGID GALVANIZED ELECTRICAL CONDUIT, WITH CONDUIT ANO WIRING SIZE AS REQUIRED. PROFESSIONAL MEMBER AMERICAN SOCIETY Of IRRIGATION CONSULTANTS ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER Danlel Scallter DATIE ELECTRICAL REQUIREMENTS TO AUTOMATIC CONTROU.ERS -(120 V) TO BE COMPUETE IN EVERY RESPECT TO OWNER ELECTRICAL CODE, READY FOR USE AND IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. PROVIDE SEPARATE POWER SHUT-OFF SWITCH AT PANEL FOR EACH CONTROLLER. ALL WIRING IN GALVANIZED CONDUIT AND FITTINGS FROM SOURCE PROVIDED UNDER THE ELECTRICAL SECTION. NO RUNNING THREADS ACCEPTED; USE NIPPLES. CONDUIT SYSTEM SHAU. BE 660 VOLT INSULATION; NEC STANDARD ANNEALED COPPER WIRE AND SHAil. BE MINIMUM AWG #12 TW OR RW. PROTECT EACH CONTROLLER BY A CODE APPROVED GROUND CONNECTION. SUPPLY TO BE 120 VOLTS, 60 CYCLE, SINGLE PHASE, ONE AMP. USE ONLY GALVANIZED STEEL FASTENERS IN SECURING CONTROLLERS IN POSITION. INSTALL NEW CONTROLLER AS DETAILED ON DRAWINGS. ALL HIGH VOLTAGE ELECTRICAL WORK SHALL REQUIRE SEPARATE ELECTRICAL PERMITS AND INSPECTION. LOW VOLTAGE CONNECTIONS BETWEEN CONTROU.ER AND REMOTE CONTROL VALVES SHAU. BE MADE WITH DIRECT BURIAL AWG-UF, 600 VOLT WIRE, INSULATION THICKNESS 3/64 INCH, UTILIZING LOW DENSITY HIGH MOLECULAR WEIGHT POLYETHYLENE INSULATION. CONTROL WIRES SHAU. BE A DIFFERENT COLOR FOR EACH AUTOMATIC CONTROLLER. SPLICES, WHERE PERMITTED, SHALL BE WATERPROOFED USING RAIN BIRO, PEN-TITE CONNECTORS OR FUSIBLE HEAT SHRINKING TUBING AND HOUSE IN A BOX. WIRE SIZING SHAU. BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS, IN NO CASE LESS THAN NO. 14. GROUND WIRES SHALL BE WHITE IN COLOR WITH A DIFFIERENT COLOR STRIPE FOR EACH AUTOMATIC CONTROLLER. EACH CONTROLLER SHALL HAVE AN INDEPENDENT COMMON WIRE. THREE CONTINUOUS SPARE CONTROL WIRES, BLUE IN COLOR, SHALL BE INSTAil.ED WITH ALL PRESSURIZED MAIN LINE FROM THE CONTROLLER ENCLOSURE TO THE END OF THE MAIN LINE. WATER SERVICE THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER METERS AS CALLED FOR ON DRAWINGS BY MAKING ALL ARRANGEMENTS WITH THE WATER COMPANY FOR INSTALLATION, OR INSTAil.iNG METER AS REQUIRED BY WATER COMPANY AND PAYING ALL COSTS INCURRED. MINOR CHANGES IN LOCATION CAUSED BY ACTUAL SITE CONDITIONS SHOULD BE MADE AT NO COST TO THE OWNER. THE OWNER'S REPRESENTATIVE SHAU. APPROVE AU. CHANGES TO THE PLANS GATE VALVES 2-1/2 INCHES AND SMALLER, (UNLESS OTHERWISE NOTED ON DRAWINGS): ASTM 862 BRASS BODY, 150 POUND SATURATED STEAM RATED; WITH SCREWED JOINTS; NON-RISING STEM; SCREWED BONNET, SOLID DISC. PROVIDE WITH HAND-WHEEL. 3 INCHES AND LARGER (UNLESS OTHERWISE NOTED ON DRAWINGS): ASTM A 126 CLASS 8, CAST IRON BODY 150 POUND O.W.G. WITH FLANGED JOINTS, NON-RISING STEM, BOLTED BONNET, ANO DOUBLE DISC, EQUIPPED WITH A 2" SQUARE OPERATING NUT. A THRUST BLOCK SHOULD SUPPORT BODY. CLASS 312 STAINLESS STEEL NUTS AND BOLTS SHALL BE USED TO CONNECT ALL FILANGED CONNECTIONS. QUICK COUPLING VALVES TWO PIECE TYPE BRASS BODY, 150 POUND CLASS, WITH 1 INCH FEMALE THREADS OPENING AT BASE, PERMITTING OPERATION WITH A SPECIAL CONNECTING DEVICE (COUPLER) DESIGNED FOR THIS PURPOSE. COUPLER THREADS: LUG TYPE HINGE COVER: PROVIDE WITH RUBBER-LIKE VINYL COVER. CHECK VALVES ANTI-DRAIN VALVE: PLASTIC CONSTRUCTION, WITH SOFT COMPOSmON DISC, STAINLESS STEEL INTERNAL PARTS, AND WITH SPRING TENSION ADJUSTABLE FROM 4 P.S.I. TO 15 P.S.I. BACKFLOW PREVENTION UNITS BACKFLOW PREVENTER: DESIGNED TO OPERATE ON A "REDUCED PRESSURE" PRINCIPLE; EQUIPPED WITH GATE VALVES AND FIELD TEST COCKS. PRESSURE VACUUM RELIEFS, INLET AND DISCHARGE GATE VALVES, AND FIELD TEST COCKS. AUTOMATIC CONTROU.ER TYPE: FULLY AUTOMATIC OPERATION, CAPABLE OF OPERATING THE NUMBER OF STATIONS AND REMOTE CONTROL VALVES INDICATED ON DRAWINGS. AUTOMATIC ASSEMBLY SHALL CONSIST OF A STAINLESS STEEL, VANDAL RESISTANT ENCLOSURE, STAINLESS STEEL PRE-DRILLED REMOVABLE BACKBOARD, CONTROU.ER OF SAME MANUFACTURER AND MODEL NO. AS CAil.ED OUT ON DRAWINGS, TERMINAL STRIP, AND 117 VOLT OUTUET. THE 117 VOLT DUPLEX BOX SHAU. BE PROVIDED WITH AN ON/OFF SWITCH AND 117 VOLT RECEPTACLE. ALL POWER WITHIN THE HOUSING SHALL BE PROPERLY PHASED. A PREWIRED TERMINAL STRIP SHAU. BE PROVIDED CLEARLY INDICATING THE PROPER POINTS OF CONNECTION OF ALL APPROPRIATE WIRING (STATIONS VALVES, COMMON, MASTER VALVE, PUMP START, AND SENSING). THE CONTROU.ER ASSEMBLY SHAil. INCLUDE A LIMITED FIVE YEAR WARRANTY. REMOTE CONTROL VALVES AS PER DRAWINGS ROTARY SPRINKLER HEADS AS PER DRAWINGS SMALL SHRUBBERY SPRINKLER HEADS SPRINKLER SHALL BE SIMILAR IN AU. RESPECTS TO TYPE NOTED ON DRAWING. BODY SHALL BE EQUIPPED WITH A BUILT-IN CHECK VALVE. VALVE BOXES-FOR RECLAIMED WATER IRRIGATION SYSTEMSS VALVE BOXES SHALL BE FABRICATED FROM A DURABLE PLASTIC MATERIAL RESISTANT TO WEATHER, SUNLIGHT AND CHEMICAL ACTION OF SOILS. THEY SHALL BE PURPLE IN COLOR. THE COVER SHALL BE PURPLE IN COLOR AND BE SECURED WITH A STAINLESS STEEL BOLT MECHANISM. THE COVER SHALL BE CAPABLE OF SUSTAINING A LOAD OF 1500 PSI. VALVE BOX EXTENSIONS SHAIIJ. BE BY THE SAME MANUFACTURER AS THE VALVE BOX. ALL VALVE BOXES SHAU. BE AS MANUFACTURED BY AMETEK, CARSON, OR AN APPROVED EQUAL. SEE SHEET L-1O FOR THE SECOND PART OF IRRIGATION SPECIFICATIONS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" f!Tll _______ ~ REVIEWED BY• INSPECTOR DATE DATE roUNDED 1970 Numbr. PR1 054 Ooh: UNAUTHORIZED CHANGES AND USES 1----f--+------------+---+---f--t-----ll SHgEET I CITY OF CARLSBAD µ -----I ~=::::::'...=:::=::::::::P:::::L:::A:::N::N::::IN::::G::::::D:::E:::::P::AR:::T::M:::::E::N::T==:=:..::::=1'7=~ CAUTION: SCAUTER IRRIGATION ENGINEERING, INC. Will NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO DR USE OF THE IRRIGATION PLANS. ALL CHANGES TO THE IRRI- GATION PLANS MUST BE IN WRITING AND MUST BE APPROVED BY SCALITER IRRIGATION ENGINEERING, INC. S SCALITER IRRIGATION ENGINEERING INC -IRRIGATIOH U,l,SIER PLAN1NG•IRftl~ON OESim,.WATER MNU.GEMENT I 902 AARON DR!VE REDLANDS, CALIFORNIA 92374 (909) 794-5811 FAX (909) 794-5873 DATE INITIAL DATE INITIAL OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL aTY APPROVAL MARIANO APPROVED ,?/~ _fl ASSISTANT ~ING DIRECTOR DWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ RVw'D BY, CT 97 -14 367-1.L w ,,.... ..J • 85f B~&liR l.rer.QLEFwlfiR ™~T16NfffiitMfl ART OF IRRIGATION SPECIFICATIONS. VALVE BOXES SHALL BE FABRICATED FROM A DURABLE PLASTIC MATERIAL RESISTANT TO WEATHER, SUNLIGHT AND CHEMICAL ACTION OF SOILS. THEY SHALL BE GREEN IN COLOR. THE COVER SHALL BE GREEN IN COLOR AND BE SECURED WITH A STAINLESS STEEL BOLT MECHANISM. THE COVER SHALL BE CAPABLE OF SUSTAINING A LOAD OF 1500 PSI. VALVE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. ALL VALVE BOXES SHALL BE AS MANUFACTURED BY AMETEK, CARSON, OR AN APPROVED EQUAL. QUICK COUPLING VALVE BOXES SHALL BE ROUND. THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS ·Qcv", 2" HIGH GATE VALVE BOXES SHALL BE ROUND. THE COVER SHALL BE HEAT BRANDED WITH 11-IE LITTERS "GV", 2" HIGH REMOTE CONTROL VALVE BOXES SHALL BE 12" X 18" .THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS •Rev" AND THE VALVE NUMBER IN CHARACTERS 2" HIGH. SPLICE BOXES SHALL BE 12· X 1e· .THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS "SB", 2· HIGH. VALVE BOXES FOR MOISTURE SENSING STATIONS SHALL BE 12" X 18" .THE COVER SHALL BE HEAT BRANDED WITH THE LITTERS "MSS", 2" HIGH. TRAFFIC AA.EA BOXES: CONCRETE WITH CAST IRON LID DESIGNED FOR VEHICULAR TRAFFIC USE. OPERATING AND MAINTENANCE TOOLS DELIVER THE FOLLOWING ITEMS TO THE OWNER WHEN WORK IS COMPLETED AND PRIOR TO FINAL ACCEPTANCE OF WORK. TWO WRENCHES FOR DISASSEMBLY AND ADJUSTMENT OF EACH TYPE OF SPRINKLER HEAD. TWO KEYS FOR EACH AUTOMATIC CONTROLLER. 6 COUPLERS AND MATCHING HOSE SWIVELS WITH GLOBE VALVES. 2 KEYS FOR OPENING VALVE BOXES. COMPACTING BY TRUCK OR 011-IER VEHICLE IS NOT PERMITTED. REPLACE AND RESTORE ALL SURFACES TO ORIGINAL CONDITION WITI-1' NEW SOD. INSTALLATION ALL PLASTIC PIPE AND FITTINGS SHALL BE INSTALLED IN COMPLETE ACCORD WITH MANUFACTURER INSTRUCTIONS FOR IT. INSTALL BACKFLOW ASSEMBLIES IN SHRUB AAEAS AT MINIMUM HEIGfJT PERMITTED BY LOCAL CODE. ROUTING OF PRESSURE SUPPLY LINES AS INDICATED ON DRAWINGS IS DIAGRAMMATIC. INSTALL LINES (AND VARIOUS ASSEMBLIES) TO CONFORM TO DETAILS ON PLAN. INSTALL ALL SPECIFIED ASSEMBLIES IN ACCORDANCE WITH THE DRAWINGS. PIPE UPSTREAM OF IRRIGATION ASSEMBLIES (REMOTE CONTROL VALVES, GATE VALVES, BACKFLOW PREVENTER, ETC.) IS EQUAL IN DIAMETER TO DOWNSTREAM PIPING OF IRRIGATION ASSEMBLIES. IF NECESSARY ADD REDUCED BUSHING TO BRING PIPING DIAMETER TO IRRIGATION ASSEMBLIES SIZE. BRASS PIPE AND FITTINGS: ASSEMBLE USING TEFLON TAPE APPLIED TO MALE THREADS ONLY. PLASTIC PIPE AND THREADED FITTINGS: ASSEMBLE USING TEFLON TAPE APPLIED TO MALE THREADS ONLY. TAPE ALL OPEN ENDS OF PIPE DURING INSTALILATION TO PREVENT ENTRY OF ANY FOREIGN MATTER INTO THE SYSTEM. QUICK COUPLING VALVES: UNLESS 011-IERWISE INDICATED, LOCATE VALVES WITHIN 12 INCHES OF HARDSCAPE. CONTROLLERS: VERIFY EXACT LOCATION WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALILATION. BACKFLOW PREVENTION UNIT : VERIFY EXACT LOCATION WITH CMWD BACKFLOW SPECIALIST. SPRINKLER HEADS: SHRUB HEADS SHALL BE INSTALLED AS NOTED ON DRAWINGS. EXECUTION ELEVATE FULL HEADS IN LAWN AAEAS TO A MINIMUM OF 3 INCHES ABOVE GRADE. UTILITY SERVICES ELEVATE HEADS ALONG CURBS, WALKS, PAVING, ETC., 1 /2 INCH ABOVE GRADE IN LAWN AREAS. CONTRACTOR SHALL CONNECT TO THE WATER METERS AT THE LOCATION INDICATED ON THE DRAWING AND MAKE ANY LOWER RAISED HEADS WITHIN 1 o DAYS AFTER NOTIFICATION BY THE OWNER. MINOR CHANGES IN LOCATION NECESSARY DUE TO ACTUAL SITE CONDITIONS AS A PART OF THIS CONTRACT. CONNECTIONS TO EXISTING MAINS: CONTRACTOR IS TO CONNECT TO AN EXISTING MAIN, AT THE LOCATION SHOWN PIPING BENEATH PAVEMENT ON DRAWINGS. IRRIGATION DRAWINGS ARE BASED ON A REVIEW OF EXISTING CONDITIONS AND, WHEN AVAILABLE, PIPING UNDER PAVEMENT SHALL BE INSTALLED WITHIN A P.V.C. SCHEDULE 80 SLEEVE. THE SLEEVE SHALL AS-BUILT IRRIGATION DRAWINGS. EXISTING CONDITIONS MAY DIFFER IN THE FIELD FROM WHAT IS SHOWN ON HAVE A MINIMUM 1" CLEARANCE FROM THE MAIN LINE AND SHALL EXTEND A MINIMUM OF 3 FEET BEYOND SUCH AS-BUILT DRAWINGS. THEREFORE, CONTRACTOR IS TO REVIEW EXISTING SITE CONDITIONS PRIOR TO ANY INSTALLATION. CHANGES IN EXISTING PIPING SIZE THAT MAY REQUIRE DIFFERENT FITTINGS SHALL BE MADE PAVEMENT. IN-LINE FITTINGS, INCLUDING COUPLINGS, SHALL NOT BE PERMITTED UNDER PAVED SURFACES AT NO ADDITIONAL COST TO THE OWNER. EXCEPT WHERE THE LENGTH OF THE LINE UNDER PAVING IS 20 FEET OR GREATER. THE END OF SLEEVE SHALL BE CAPPED HAND TIGHT UNTIL PIPING IS LAID. CONNECT TO EXISTING ELECTRICAL SERVICE. MAKE MINOR CHANGES IN LOCATION AS NECESSARY DUE TO ACTUAL SLEEVES UNDER EXISTING PAVEMENTS MAY BE INSTALLED BY JACKING, BORING OR BY HYDRAULIC DRMNG, SITE CONDITIONS AS PART OF THIS WORK. EXCEPT AS OTHERWISE SPECIFIED OR DIRECTED. SITE REVIEWS SECURE OWNER'S PERMISSION PRIOR TO CUTTING OR BREAKING EXISTING PAVEMENTS. BEFORE ANY WORK COMMENCES; A CONFERENCE SHALL BE HELD WITH THE OWNER'S REPRESENTATIVE, CONTRACTOR AND MAKE COMPLETELY CLEAN CUTS USING POWER SAWS, AT APPROVED LOCATIONS ONLY. THE CITY INSPECTOR [(760) 815-6708] REGARDING GENERAL REQUIREMENTS OF THIS WORK. CONTRACTOR'S RESPONSIBILITY: REPLACE AND RESTORE ALL SURFACES TO ORIGINAL CONDITION, INCLUDING GRADE AND LANDSCAPING. NOTIFY THE OWNER'S REPRESENTATIVE FOR THE FOLLOWING REVIEWS, WITH 48 HOURS MINIMUM NOTICE. RESTORATION WORK SHALL MATCH THE ORIGINAL WORK IN EVERY RESPECT, INCLUDING TYPE, STRENGTH, TEXTURE AND FINISH. SLEEVE INSTALLATION PRIOR TO BACKFILLING. SLEEVES SHALL BE INSTALLED A MINIMUM OF 5• BENEATH THE BOTTOM OF THE PAVEMENT SUBGRADE AND AT LEAST AS DEEP AS PIPING REQUIRES. PRESSURE SUPPLY LINE INSTALLATION AND TESTING PROVIDE AND BACKFILL A MINIMUM OF s• OVER AND UNDER ALL SLEEVES LOCATED UNDER PAVED AREAS. A SYSTEM LAYOUT COMPACTION TEST IS REQUIRED TO CONFIRM 95% RELATIVE DENSITY. COVERAGE TESTS COORDINATE INSTALILATION OF PIPING AND WIRES UNDER PAVED AAEAS WITH 011-IER TRADES. ANAL REVIEW IF THE ONLY PIPING INSTALLED IS OVER 20 FEET LONG; PRESSURE TESTING IS REQUIRED FOR THAT SECTION PROVIDE "WALKIE-TALKIE• EQUIPMENT AND/OR PERSONNEL TO MAINTAIN COMMUNICATION FROM REVIEW AREA TO AT THE TIME OF INSTALLATION. UPON COMPLETION OF PIPING INSTALLATION, THE ENTIRE SYSTEM MUST BE TESTIED. AUTOMATIC CONTROLLERS. CONTROL WIRES LOCATED BENEATH PAVED AAEAS SHALL BE INSTALLED IN A SEPARATE SCHEDULE BO P.V.C. SLEEVE. PROVIDE UP-TO-DATE AS-BUILT DRAWINGS AT EACH REVIEW. IF WIRE UNDER PAVED AAEAS CANNOT BE CONTINUOUS, ALL SPLICES SHALL BE ENCLOSED IN AN APPROVED BOX. IN THE EVENT CONTRACTOR SCHEDULES ANY REVIEW AND THE SYSTEM IS NOT FULLY READY, RECORD DRAWINGS VALVES AND VALVE BOXES AAE NOT CURRENT, OR REQUIRED CORRECTIVE WORK HAS NOT BEEN COMPLETED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING THE OWNER'S REPRESENTATIVE AT THE CURRENT HOURLY RATE PLUS ALL TRAVEL VALVES AND VALVE BOXES SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS AND DETAILS. THE TOP OF 11-IE VALVE EXPENSES. NO FURTHER REVIEWS WILL BE CONDUCTED UNTIL THIS CHAAGE IS PAID. BOXES SHALL BE 2" ABOVE FINISH GRADE IN GROUND COVER AREAS AND 1" ABOVE FINISH GRADE IN LAWN AREAS. INSTALL EACH REMOTE CONTROL VALVE AND QUICK COUPLING VALVE IN A SEPARATE VALVE BOX AND ALLOW AT LEAST EXAMINE SURFACES FOR CONDITIONS THAT WILL ADVERSELY AFFECT EXECUTION, PERMANENCE AND QUALITY OF 24" BETWEEN VALVE BOXES. WORK. FILL AREA UNDER BOX WITH MINIMUM OF 3 CUBIC FEET OF PEA GRAVEL BEFORE BOX IS INSTALLED. VERIFY THAT GRADING HAS BEEN COMPLETED AND THE WORK OF THIS SECTION CAN PROPERLY PROCEED. COMMON BRICKS SHALL BE PLACED BENEATI-1 EACH CORNER OF RECTANGULAR VALVE BOXES FOR STABILIZATION. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO UTILITIES, WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT. CHECK EXISTING UTILITY IDENTIFICATl0N: DRAWINGS FOR LOCATIONS. ATTACH IDENTIFICATION TAG SHOWING VALVE NUMBER ON EACH SOLENOID "PIGTAIL• NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING, DESCRIBING UNACCEPTABLE CONDITIONS. FOLLOW 11-IE SAME PROCEDURE WHEN USING MOISTURE SENSING UNITS, ADDING "MS" OR LETTERS NOTING 11-IE TYPE OF DO NOT PROCEED WITH WORK UNTIL UNACCEPTABLIE SITE CONDITIONS ARE CORRECT£□ OR EXISTING UTILITIES EQUIPMENT. ARE LOCATED. TAGS SHALL BE MANUFACTURED OR POLYURETHANE BEHR DESOPAID, YELLOW IN COLOR WITH BLACK LETTERS 2-3/4 LAYOUT INCHES BY 2-1 / 4 INCHES. ALL PIPING OR EQUIPMENT SHOWN DIAGRAMMATICALLY ON DRAWING OUTSIDE OF PLANTING AAEAS SHALL BE LOW VOLTAGE WIRING INSTALLED INSIDE PLANTING AREAS WHENEVER POSSIBLE. MAINS TO BE OUTSIDE R.O.W PLACE WIRING IN THE SAME TRENCH AND ALONG THE SAME ROUTING AS THE PRESSURE SUPPLY LINES UNLESS LAY OUT EACH SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCES BETWEEN ACTUAL OTHERWISE APPROVED. SITE CONDITIONS AND THE DRAWINGS. MINOR ADJUSTMENTS SHALL BE MAINTAINED WITHIN THE ORIGINAL DESIGN INTENT. INSTALL WIRING PRIOR TO MAIN LINE WHENEVER POSSIBLE. LAY OUT EACH SYSTEM USING STAKING METHOD AS APPROVED BY OWNER'S REPRESENTATIVE. MAINTAIN AND PROTECT WHEN MORE THAN ONE WIRE IS PLACED IN A TRENCH, TAPE WIRES TOGETHER AT A MAXIMUM 12 FEET ON CENTER. APPROVED STAKING LAYOUT. AN EXPANSION CURL SHALL BE PROVIDED WITHIN THREE (3) FEET OF EACH WIRE CONNECTION. EXPANSION LOOP TRENCHING SHALL BE OF SUFFICIENT LENGTH AT EACH SPLICE CONNECTION, AT EACH ELECTRICAL CONTROL VALVE SO THAT IN CASE OF REPAIR THE VALVE BONNET MAY BE BROUGHT TO THE SURFACE WITHOUT DISCONNECTING THE CONTROL EXCAVATE TRENCHES TO REQUIRED DEPTHS. FOLLOW APPROVED LAYOUT FOR EACH SYSTEM. WIRES. TRENCH BOTTOM SHALL BE FLAT TO INSURE PIPING IS SUPPORTED CONTINUOUSLY ON AN EVEN GRADE. AN EXPANSION CURL SHALL BE PROVDED EVERY 100 FEET IN RUNS OF MORE THAN 100 FEET IN LENGTH. PROVIDE LOOPED SLACK AT VALVES AND CHANGES IN DIRECTION OF 90 DEGREES. WHERE LINES OCCUR UNDER PAVED AREAS, CONSIDER DIMENSION TO BE BELOW 11-IE SUBGRADE. USE A CONTINUOUS WIRE BElWEEN CONTROLLER AND REMOTE CONTROL VALVES. PROVIDE MINIMUM COVERAGE AS FOLLOWS: EXCEPT AS OTHERWISE APPROVED, DO NOT SPLICE WIRE AT ANY POINT. 30• BELOW TOP OF VEHICLE PAVEMENT FOR MAINS, LATERALS AND WIRING SLEEVES ALL APPROVED SPLICES SHALL BE ENCLOSED IN AN ACCEPTABLE BOX. PRESSURE SUPPLY LINES (3 INCHES AND SMALLER): 18 INCHES EACH CONTROLLER SHALL BE PROVIDED WITH SEPARATE GROUND WIRE. PRESSURE SUPPLY LINES (LARGER THAN 3 INCHES): 24 INCHES SYSTEM FLUSHING NON-PRESSURE LINES: 12 INCHES AffiR ALL SPRINKLER PIPE LINES AND RISERS ARE IN PLACE AND CONNECTED, AND PRIOR TO INSTALLATION OF CONTROL WIRE: SAME AS PRESSURE SUPPLY LINE SPRINKLER HEADS, THOROUGHLY FLUSH ALL LINES WITH A FULL HEAD OF WATER. LINE CLEARANCES DO NOT INSTALL SPRINKLER HEADS UNTIL LINES HAVE BEEN FLUSHED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE PROVIDE NOT LESS THAN 4 INCHES CLEARANCE BETWEEN EACH LINE AND NOT LESS THAN 6 INCHES CLEARANCE BETWEEN LINES OF OTHER TRADES, UNLESS OTHERWISE NOTED. SYSTEM ADJUSTMENT DO NOT INSTALL PARALLEL LINES DIRECTLY OVER Am OTHER LINE. VALVES: ADJUST FLOW CONTROL FOR PROPER OPERATION. PRESSURE TESTS PROVIDE ALL EQUIPMENT NECESSARY TO TEST SYSTEMS, INCLUDING FORCE PUMP. PERFORM ALL HYDROSTATIC TESTS IN PRESENCE OF THE OWNER'S REPRESENTATIVE AND CITY INSPECTOR. TEST ALL PRESSURE SUPPLY LINES UNDER HYDROSTATIC PRESSURE OF 150 P.S.I. FOR A PERIOD OF 4 HOURS, UNLESS OTHERWISE APPROVED. DO NOT BACKFILL OVER ANY LINE MORE THAN IS NECESSARY FOR TESTING, UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED. DO NOT INSTALL REMOTE CONTROL VALVES, QUICK COUPLERS OR ANY OTHER VALVE ASSEMBLY UNTIL TESTING IS COMPLETED AND APPROVED. COVERAGE TESTS PERFORM COVERAGE TESTS AFTER SPRINKLER SYSTEM IS COMPLETED, BUT PRIOR TO ANY PLANTING, IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE AND CITY INSPECTOR TEST SYSTEM TO ASSURE THAT ALL PLANTING AREAS ARE WATERED COMPLETELY AND UNIFORMLY. MAKE ALL NECESSARY ADJUSTMENTS, INCLUDING REALIGNMENT OF HEADS, TO PROVIDE REQUIRED COVERAGE AS DIRECTED BY OWNER'S REPRESENTATIVE EXISTING TREES WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, USE ALL POSSIBLE CARE TO AVOID INJURY TO TREES AND TREE ROOTS. EXCAVATION IN AREAS WHERE 2 INCH AND LARGER ROOTS OCCUR SHALL BE DONE BY HAND. ROOTS 2 INCHES AND LARGER IN DIAMETER, EXCEPT DIRECTLY IN THE PATH OF PIPE OR CONDUIT, SHALL BE TUNNELED UNDER AND SHALL BE HEAVILY WRAPPED IN BURLAP, TO PREVENT SCARRING OR EXCESSIVE DRYING. WHERE A DITCHING MACHINE IS RUN CLOSE TO TREES HAVING ROOTS SMALLER THAN 2 INCHES IN DIAMETER, THE WALL OF THE TRENCH ADJACENT TO THE TREE SHALL BE HAND TRIMMED, MAKING CLEAN CUTS THROUGH. ROOTS 1 INCH AND LAA.GER IN DIAMETER SHALL BE PAINTED WITH TWO COATS OF TREE SEAL, OR EQUAL TRENCHES ADJACENT TO TREES WOULD BE CLOSED WITHIN 24 HOURS. WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE SHALL BE KEPT SHADED WITH BURLAP OR CANVAS. OPERATING INSTRUCTIONS TRAIN THE OWNER'S REPRESENTATIVE MAINTENANCE PERSONNEL IN PROPER OPERATION OF ALL MAJOR EQUIPMENT, INCLUDING RECOMMENDED WINTERIZATION PROCEDURES. PROVIDE THIS TRAINING AT THE OWNER'S CONVENIENCE. SUBMIT WRITTEN EVIDENCE THAT TRAINING HAS BEEN SUCCESSFULLY COMPLETED. CLEANUP UPON COMPLETION OF THE WORK, RESTORE GROUND SURFACES TO REQUIRED EUEVATIONS AND REMOVE EXCESS MATERIALS, DEBRIS AND EQUIPMENT FROM THE SITE TO SATISFACTION OF OWNER'S REPRESENTATIVE BOOSTER PUMP ASSEMBLY SPECIFICATIONS BOOSTER PUMP SHALL BE FACTORY PREPIPED AND PREWIRED AND MOUNlED DN A STEEL BASE HOT DIPPED GALVANIZED AFTER FABRICATION, Wllll A CAPACl1Y Of 70 GPM AT 60 FEET TDH, EXCLUSr.'E OF PRESSURE DROP TllROUGH TllE PREFABRICATED SYSTEM AND A MINIMUM PUMP EFFICIENCY OF 68% AT DESIGN POINT. FIELD ASSEMBLED PUMP SYSTEMS ARE NOT ACCEPTABLE. BOOSTER PUMP ASSEMBLY SHALL BE AS MANUFACTURED BY BOOSTER PUMP TECHNOLOGIES AND OF HESPERIA, CA. TEL. (760) 947-6457 F'UMPS SHALL BE HORIZONTALLY MOUNTED END SUCTION CLOSE COUPLED, BRONZE FITTED CONSTRUCTION, WITH BRONZE IMPELLER AND WEAR RINGS, BRONZE SHAFT SLEEVE, MECHANICAL SE:Al WITH NI-RESIST SEAT, INTEGRAL FLANGED SUCTION AND DISCHARGE FOR AUTOMATIC VENTING. PUMP VOLUTE, BACKPIATE AND MOTOR BRACKET SHALL BE PROTECTED Will, FUSION BONDED EPOXY COATING ON THE INTERIOR AND EXTERIOR, AND OVEN CURED. IMPELl£R BOLTS, NUTS, WASHERS, ETC. SHALL BE MINIMUM GRADE 5/316 STAINLESS STEEL MOTOR SHALL BE 1750 RPM, 5 HP, 230/460 VOLTS, 3 PHASE AND SHALL BE NON-OVERLOADING ON 11-IE FULL RANGE Of THE IMPELLER CURVE Wlll,OUT USE OF THE SERVICE FACTOR. SINGLE PHASE MOTORS SHALL BE TEFC WITH A 1.15 SERVICE FACTOR THROUGH 10 HP. TllREE (3) PHASE MOTORS HALL BE TEFC Wllll A MINIMUM 1.25 SERVICE FACTOR 11-IROUGH 30 HP, AND A MINIMUM 1.15 SERVICE FACTOR OVER JO HP. THREADED MOTOR SHAFTS AND 56C FRAME MOTORS ARE NOT ACCEPTABLE. A 200V-3 PHASE ESPECIALLY WOUND MOTOR SHALL BE USED ON 208V-3 PHASE POWEii. co=oR TO VERIFY VOLTAGE/PHASE PRIOR TO ORDERING EQUIPMENT. STEEL SKID BAS£ SHALL BE MINIMUM 3• WELDED ANGLE IRON OR CHANNEi., HOT DIPPED GALVANIZED AFTER FABRICATION. HEA\o1ER GAUGE CONSTRUCTION SHALL BE USED AS REQUIRED TO SUPPORT THE EQUIPMENT BEING INSTALLED. SKID BASE TO HAVE FULL WIDTH ANGLE IRON BRACKETS AT EACH END OF THE SKID, WITH MINIMUM 9/16" HOLES EACH CORNER FOR BOLTING TO CONCRETE WITH GALVANIZED ANCHORS. PIPING AND FITTINGS SHALL BE FLANGED SPOOI.S OF SCHEDULE 40 STEEL AND CLASS 150 Wa.D FLANGES, HOT DIPPED GALVANIZED AFTER FABRICATION. SPACER SPOOLS SHALL ALSO BE WELDED SPOOLS AND GALVANIZED. THREADED FITTINGS ARE NOT ACCEPTABLE. COMPANION FLANGES AT SUCTION AND DISCHARGE HEADER CONNECTIONS SHALL BE CLASS 150 STEa. FLANGES, GALVANIZED. WHERE EXTERNAL BRASS PIPING IS CONNECTED TO THE PUMP SYSTEM, A GALVANIZED PIPE NIPPLE SHALL BE INSTALLED IN THE HEADER COMPANION FLANGES AND CONNECTED TO THE EXTERNAL BRASS PIPING WITH DIELECTRIC UNIONS, OR BY USE OF DIELECTRIC FLANGES. All NUTS, BOLTS, WASHERS, PLUGS AND BUSHINGS USED IN TllE ASSEMBLY OF TllE PREFABRICATED PUMP STATION SHALL BE 316 STAINLESS STEEL. GAUGES SHALL BE 2-1/2" DIAMETER, UQUID FlLLED FOR VIBRATION DAMPENING, 0-200f RANGE, STAINLESS STEEL CASING, WITH BRASS NEEDLE VALVE SHUT-OFF COCKS. All NIPPLES AND FlmNGS TO BE MINIMUM 1/4" 303 STAINLESS STEEL. CHECK VALVES AND BUTTERFLY VALVES, INCWDING HANDLES, SHALL BE SAND BLASTED AND FUSION BONDED EPOXY COATED. ALL NUTS A.~D BOLTS TO BE GRADE 5/316 STAINLESS STEEL. SHLIT-OFF VALVES TO BE WATTS BUTTER- FLY WG TYPE, WAFER Sl'fLE, DRILLED AND TAPPED, WITH BRONZE DISC, CAPABLE OF REMAINING INSTALLED IN PIPING. HANDLES SHAll BE 10 POSmON ADJUSTABLE, WITH CHROl.lE MEMORY PLATE AND 316 STAINLESS STEEL NUTS, BOLTS ANO WASHERS. CHECK VALVES SHALL BE MUESSCO SURE-CHECK, BRONZE DOUBLE-DISC, SPRING OPERATED. PRESSURE REGULATING VALVES SHALL BE A FLANGED, COMBINATION PRESSURE REGUIATING AND NON-SL.AM CHECK VALVE: FUSION BONDED EPOXY COATING INTERIOR AND EXTERIOR. NUTS AND BOLTS TO BE GRADE 5/316 STAINLESS STEEL. PUldP CONTROL PANELS SHAll BE 14 GAUGE, TYPE 304 STAINLESS STEEL WITH CONTINUOUSLY WELDED SEAMS, DOOR WITH CONTINUOUS HINGE, #4 FINISH ON Fr.IE SIDES, WITH All WELDS PASSIVATED TO ELIMINATE CORROSION, UL LISTED, NEl.tA 3R ENCLOSURE, DEADFRONT, KEY LOCKABLE AND PADLOCKABLE, WITH MAIN DISCONNECT SWITCH, MOTOR CIRCUIT PROTECTOR WITH ADJUSTABLE OVERLOADS ON ALL LEGS AND ADJUSTABLE INRUSH CURRENT TRIP SETTING, HEAVY DUTY CONTRACTOR, 115V CONTROL CIRCUIT TRANSFORMER Will, CIRCUIT BREAKER DISCONNECT, FUSED PRIMARY, HOA Sa.ECTOR SWITCH, TERMINAL STRIP FOR REMOTE WIRING LEADS, AN ADJUSTABLE TIME DEl.AY RELAY "OFF" TO PREVENT PUMP QUICK-CYCLING AS VALVE STATIONS OPEN AND CLOSE, AN ADJUSTABLE TIME DELAY RELAY "ON" TO OPERATE IN CONJUNCTION WITH A FLOW SWITCH, AND A PLUG-IN MODULE TYPE PUMP START RELAY TO START/STOP THE PUMP SYSTEM. PANEL SHALL HAVE HOLES IN BOTTOM OF PANEL AS REQUIRED TO AllOW FOR All INLET AND OUTLET WIRING FOR MAIN POWER AND CONTROL ACCESSORIES. STAINLESS STEEL LOWERS SHALL BE INCWDED ON OPPOSITE SIDES OF THE PANEL FOR CROSS VENTILATION, AND SHALL INCLUDE INSECT SCREENS. LOUVERS SHALL BE STAMPED OUT INTEGRALLY WITH THE ENCLDSURE. FUSION BONDED EPOXY COATING. COATING PROCESS TO BE SCOTCHKOTE #134, WITH A MINIMUM OF 10-12 MILS THICKNESS. COATING PROCESS SHALL BE PROPERLY APPUED TO THE INTERIOR AND EXTERIOR OF PUMPS, PRESSURE REGULATING VALVES, CHECK VALVES BUTTERFLY VALVES AND HANDLES. ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ~ FOUNDED 1970 PROFESSIONAL MEMBER AMERICAN SOCIETY OF IRRIGATION CONSULTANTS Danlel Scant-,- Number: PR1 o&, Dat.: DIG ALERT ENGINEERING PLANCHECKER DATE SPRAY-ON OR BRUSH-ON COATINGS ARE NOT ACCEPTABLE. COATING PROCESSOR TO PROVIDE CERTIFICATION TO VERIFY SPECIFICATIONS HA\IE BEEN COMPLETED. NUTS AND BOLTS. ALL NUTS AND BOLTS USED IN CONSTRUCTION OF TllE PUMP SYSTEM AND TllE SHEET METAL ENCLOSURE SHALL BE 316 STAINLESS STEEL. PLATED NUTS AND BOLTS ARE NOT ACCEPTABLE. SHEET METAL ENCLOSURE SHALL BE MINIMUM 16 GAUGE GALVANIZED SHEET METAL LEGS AND RAILS, OR OTHER STRUCTURAL SUPPORT, SHALL BE ldlNIMUM 1-1/4" X 1/8" ANGLE IRON, HOT DIPPED GALVANIZED, OR 3/16" ALUMINUM ANGLE. ALL NUTS AND BOLTS ARE TO BE 316 ST>JNLESS STEEL, WITH 316 STAINLESS STEEL LOCK WASHERS. MOUNTING FEET TO BE CHROME PLATED ANGLE, ATTACHED TO LEGS, AND BOLTED TO STEEL SKID. FOR SECURITY AREAS, TllE FRONT MOUNTING FEET SHALL BE ATTACHED TO TllE SKID WITH J16 STAINLESS STEEL PADLOCK HASPS. A REMOVABLE ACCESS SERVICE PANEL SHALL BE INCLUDED ON TllE FULL LENGTH OF ONE SIDE Of THE ENCLOSURE. THE ENCLOSURE SHALL BE THE TILT -UP Sl'fLE, FOR FULL ACCESS TO THE ENTIRE PUMP SYSTEld. IT SHALL BE CAPABLE OF IAYING BACK IN A 180 DEGREE HORIZONTAL POSITION. INSPECTION PLATES SHALL BE INCWDED AT PIPING ENTRANCES TD MINIMIZE OPENINGS AV>JIABLE TO VANOAUSM. PLAN STEa. ENCLOSURES WITH EPOXY COATING ARE NOT ACCEPTABLE. WELDING IS NOT ACCEPTABLE. ELECTRICAL CONTRACTOR SHALL PRO\o1DE ALL LABOR AND MATERIAL FOR MAIN POWER TO TllE PUMP PANEL, ANO FOR 115V POWER BETWEEN PUMP PANEL AND IRRIGATION CONTROLL£R (NOT FOR POWERING THE CONTROLLER. WHEN THE CONTROllER ACTIVATES, IT SHALL PROVIDE A 24 VAC SIGNAL TO CLOSE THE DRY CONTACTS OF THE RELAY UNIT, AND ALLOW TllE 115 VAC POWER FROM THE F'UMP PANEL THROUGH THE RELAY UNIT TO TllE MAGNETIC STARTER COIL, ENERGIZING THE PUMP MOTOR. PAINTING. ENTIRE PUMP UNIT TO BE FACTORY FINISHED WITH TWO COATS Of GREEN RUSTOLEUM FACTORY ENAMEL FINISH. TESTING. PUMP UNIT TO BE HYOROSTATICALL Y TESTED AT 100 PSIG PRIOR TO SHIPMENT OF PUMP STATION. START-UP. TllE SERVICES OF A FACTORY REPRESENTATIVE SHALL BE MADE AVAILABLE ON 11-IE JOB SITE TO CHECK INSTALIATION AND PERFORM TllE START-UP, ANO INSTRUCT OPERATING PERSONNEL. A REPORT OF START-UP DATA, INCLUDING VOLTAGE AND AMPERAGE READINGS, PRESSURE GAUGE READINGS, AND GENERAL OPERATING CHARACTERISTICS SHALL BE SUBMITTED TO TllE ARCHITECT FOR RECORD PURPOSES. TllREE SETS OF OPERATING AND MAINTENANCE MANUALS AND CONTROL PANEL WIRING DIAGRAMS SHALL BE PROVIDED TO THE CONTRACTOR TO FORWARD TO OWNER UPON COMPLETION OF THE MAINTENANCE PERIOD. SUBSTITUTIONS. REQUESTS FOR SUBSTITUTIONS OF THE BOOSTER PUMP ASSEMBLY SHALL BE SUBMITTED TD THE ARCHITECT IN WRmNG, ALLOWING SUFFICIENT TIME FOR REVIEW OF SUBMITTAL DATA. WHEN REQUESTING SUBSTITUTIONS, REFER TO THE SUBMITTAL REQUIREMENT UST TO PROVIDE COMPLETE INFORMATION FOR REVIEW. WHERE SUBSTITUTIONS ARE APPROVED, FINANCIAL SA\o1NGS IN MATERIAL COSTS SHALL BE SUBMITTED TO TllE OWNER'S REPRESENTATIVE, BY A METHOD APPROVED BY TllE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL SUPPLY A COST ANALYSIS, DOCUMENTED BY QUOTATIONS FROM SUPPLIERS, WHEN SUBSTITUTIONS ARE REQUESTED. APPROVAL OF SUBSTITUTIONS SHALL NOT RELIEVE TllE CONTRACTOR OF PROVIDING A COMPLETE OPERATIONAL SYSTEM CONSISTENT WITH THE INTENT OF TllE SPECIFICATIONS. SUBMITTAL REQUIREMENT UST. SUBMITTALS FOR THE BOOSTER PUMP ASSEMBLY SHALL BE COMPLETE IN 11-IE FOLLOWING DETAILS: BOOSTER PUMP FAMILY OF PUMP CURVES, INDICATING DESIGN POINT, ANO INCLUDING IMPELLER CURVE, HORSEPOWER CURVE, EFFICIENCY CURVE, AND TllE NPSHR CURVE. SUBMITTAL SHALL BE MARKED WITH GPM, HEAD, HORSEPOWER, AND SELECTED IMPELLER TRIM. BROCHURE DESCRIBING MATERIALS OF CONSTRUCTION ANO PRESSURE RATINGS PUMP CONTROL PANEL DIMENSIONS OF PANEL, ANO INSTALLATION POSITION ON SKID BASE. INCLUDE DIMENSIONAL LOCATIONS AND SIZES OF INLET OPENINGS FOR ALL WIRING REQUIREMENTS. WIRING SCHEMATIC, TO INCLUDE All INTERNAL AND EXTERNAL CIRCUITRY PERTINENT TO TllE BOOSTER PUMP SYSTEM, INCLUDING WIRING FOR FLOW SWITCHES, PRESSURE SWITCHES, TEMP SENSORS, PUMP START RELAYS, ETC. PROVIDE DETAILED WIRING DIAGRAMS FOR TllE PUMP START REl.AYS. INCLUDE MANUFACTURER'S DATA SHEET. FOR MULTIPLE CONTROLLER INSTALLATIONS, PROVIDE AN INDMDUAL RELAY FOR EACH CONTROLL£R.INDICATE WIRING SCHEMATIC REQUIRED FOR MULTIPLE RELAYS. COMPONENT IDENTIFICATION OF ALL PUMP PANEL COMPONENTS. SKID BASE AND SHEET METAL ENCLDSURE INDICATE OVERALL DIMENSIONS, MATERIALS OF CONSTRUCTION, GAUGE DIMENSIONS, AND INSTALIATION ATTACHMENTS. ALL MATERIALS USED IN CONSTRUCTION TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. PIPING DIAGRAM PROVIDE A PIPING DIAGRAM Of THE ACTUAL UNIT TO BE FURNISHED ON THIS PROJECT. SHOW PROPER LOCATION OF ALL VALVES AND FITTINGS, WITH SIZES. PROVIDE BROCHURES OF VALVE AND FITTING MANUFACTURERS. INCLUDE DET>JLS AND MATERIALS OF CONSTRUCTION OF ADJUSTABLE PIPE SUPPORTS UNDER PIPING, PUMPS, AND MOTORS. ACCESSORIES INCLUDE MANUFACTURERS' CATA SHEETS AND BROCHURES ON ALL CONTROL ITEMS (FLOW SWITCHES, PRESSURE SWITCHES, GAUGES, TEMPERATURE SENSORS, ETC.). BASIC DATA SHEET PROVIDE DETAILED CALCULATIONS OF PRESSURE DROP TllROUGH TllE PREFABRICATED PUMP SYSTEM. INCLUDE MOTOR INFORMATION -RPM, VOLTAGE, PHASE, HORSEPOWER, FULL LOAD AMPS, INRUSH CURRENT AMPS. ALL BROCHURES AND DATA SHEETS ARE TO BE APPROPRIATELY MARKED WITH TYPE, SIZE, STYLE, ETC. END OF SECTION UNAUTHORIZED CHANGES ANO USES CAUTION: SCALITER IRRIGATION ENGINEERING, INC. WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUIBORIZED CHANGES TO OR USE OF THE IRRIGATION PLANS. ALL CHANGES TO THE IRRI- GATION PLANS MUST BE IN WRITING ANO MUST BE APPROVED BY SCALITER IRRIGATION ENGINEERING, INC. ,!:~'.T::.!~:~:.::~:r,o:~~,::!:!N:'.~: APPROVED FOR PLANTING ,1\ND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ 902 AARON DRIVE REDLANDS, CALIFORNIA 9237-1- (909) 794-5811 FAX (909) 794-5873 II AS BUILT" DATE REVIEWED BY• INSPECTOR DATE CITY OF CARLSBAD SHEETS ~ PLANNING DEPARTMENT MARIANO APPROVED _/. y/, (I ~ ?/] ~ BACKFILLING HEADS: ADJUST FOR ALIGNMENT AND COVERAGE. DIAL TOLL l'l<IEE ---~-/.=cr'-----"~;?~tc1/' _______ _,0,..,__''~l/•'79° l•Mle'•422-4133 --- IF IT IS DETERMINED THAT COVERAGE CAN BE IMPROVED BY A NOZZLE CHANGE, MAKE SUCH CHANGES OR AA.RANGE ASSISTANT PLANNING DIRECTOR DATE INITIAL BACKFILL: CLEAN, FINE GRANULAR MATERIAL AS APPROVED BY OWNER'S REPRESENTATIVE WITH THE MANUFACTURER TO HAVE CHANGES MADE, AS PART OF THE WORK OF THIS SECTION. DWN BY: I PROJECT NO. I DRAWING NO. COMPACT TRENCH BACKFILL TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL. RESTORE TO ADJACENT ~I W"rl:il°~"" DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ___ 367 '!IL GRADE, FREE OF DIPS, DEPRESSIONS, HUMPS OR OTHER IRREGULARITIES. MAKE CHANGES PRIOR TO ANY PLANTING. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 97 -14 -~ L ___ _:__ ____ _:__ _______________________________ _1_:::..:_:::..:_:::..:_:::..:_:::..:__:__:::..:__:__:__ __ .::...._:___:__ _________________________ l_ _____ ,!!ll!!!!ICB!!!!!!•!1!11C!!2..!-~1Cl!i!,!!!"-W,!!'!!..2!"'~-!!!!!!!!!.!•o!!M!,!!P!2!"!!!'11'1L_ ____ i::::=::::.:..:...::.JL ________________ J..'.:~:..::::::::::...L..:::..:..2:::.::::::.1.=::::::::::::::::::::::::==~L=-=-=-=-=--=-=-=--=--=--=-=-=--=--=-=-=-'=-==. ---~ · II _, ~ ~ PART 1 -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 MUST SUBMIT LIST OF SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS WITH QUANTITIES OF EACH WITHIN 15 OR DAYS FROM AWARD CONTRACT. 1.4 GUARANTEES AND REPLACEMENTS: .1 SHRUBS, VINES, AND GROUNDCOVER SHALL BE GUARANTEED TO REMAIN HEAL THY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR NINETY (90) DAYS, WHICHEVER COMES FIRST. .2 ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEAL THY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE PROJECT. IF TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE. .3 ALL PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (14) DAYS. .4 PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO. 1.5 OBSERVATION: .1 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. 2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: A. PRE-CONSTRUCTION MEETING (COORDINATE WITH CITY INSPECTOR 760-815-6708) B. INCORPORATION OF SOIL CONDITIONERS AND FERTILIZERS INTO THE SOIL C. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. D. APPROVAL OF PLANT MATERIALS E .WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. F. ORIENTING SPECIFIED TREES. G. VERIFICATION OF FINISH GRADES. H. APPLICATION OF PRE-EMERGENT HERBICIDE. I. PRE-MAINTENANCE OBSERVATION J. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. K. FINAL OBSERVATION TO BE HELD AT THE COMPLETION OF THE MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE ONE-YEAR GUARANTEE OF ALL TREES. . 3 ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING, (1) WHETHER THE WORK IS ACCEPTABLE; AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE OWNER .4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH OBSERVATION. 1.6 MAINTENANCE: .1 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK ON THIS PROJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALENDAR DAYS. .2 THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. .3 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS AND LAWNS SHALL BE KEPT IN A HEAL THY, GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, ALL OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. ALL PLANTS FOUND TO BE DEAD IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS .4 FERTILIZER (COMMERCIAL): 7-9-4 WITH CHELATED MINERALS SHALL BE APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 30 DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE APPLICATION RATE. .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 OR WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. .6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 1.7 LAYOUT OF WORK: THE CONTRACTOR AND SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEER DRAWINGS. 1.8 GENERAL REQUIREMENTS: .1 THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES, SHRUBS AND GROUNDCOVERS. .2 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. .3 ALL ROCKS 1" OR LARGER, AND OTHER GROWTH OF DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING. . 4 PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT 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. . 5 GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. .6 ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. .7 QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. . 8 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. .9 SPECIMEN TREE SELECTION: _A. ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLED OUT ON DRAWINGS 15-GALLON AND LARGER SHIALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. B. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. C. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES 24" BOX SIZE AND LARGER TAGGED AT THE NURSERY AND/OR AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS. .10 REJECTION AND SUBSTITUTION: A. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WEATHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANTS MATERIAL SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTIITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT & CITY INSPECTOR. .11 UTILITIES: _A.ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES. 1.9 INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: . 1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE- MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIALS, COMPARING THE TOTAL AREA AND/AND OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. . 2 UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE ARCHITECT WITH THIE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET. THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. .3 RAN DCM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE REPRESENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN BY THE CONTRACTOR PRIOR TO BE GINN ING WORK. THE ARCHITECT, IN THE PRESENCE OF THE CONTRACTOR, SHALL INDICATE ON THE PLANTING PLAN WHERE SOIL SAMPLES SHALL BE TAKEN. CONTRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY(PRE-APPROVED BY THE CITY). SOIL TEST SHALL CONSIST OF SOIL FERTILITY AND AGRICULTURAL SUITABILITY CONFORMING TO THE METHODS OF THE UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION AND USDA, ALONG WITH RECOMMENDATION FOR CORRECTING ANY DEFICIENCY IN THE SOIL. RECOMMENDATIONS SHALL BE SUBMITTED TO THE ARCHITECT AND THE CITY FOR APPROVAL .4 A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SIITE, 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. .5 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. PAR 2 -P ODUCTS 2.1 SOIL AMENDMENT AND FERTILIZER: .1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INORGANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5.5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90%, NON-IONIC WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.5%. (LOAMEX, WIL-GRO, LIFE FOREST HUMUS). .2 GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO 2H20) WITH MINIMUM 80% GRADE CONTAINING 14% COMBINED SULFUR. .3 IRON SULFATE (EXPRESSED AS METALLIC) 19% OF QUALITY APPROVED BY ARCHITECT. .4 SULFUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED BY ARCHITECT. . 5 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 1.0% MINIMUM PHOSPHORICACID 10.0% MINIMUM POTASH 10.0% MINIMUM .6 FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 21.0% MINIMUM PHOSPHORIC ACID 0.0% MINIMUM POTASH 0.0% MINIMUM . 7 FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 16.0% MINIMUM PHOSPHORIC ACID 20.0% MINIMUM POTASH 0.0% MINIMUM . 8 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 7.0% MINIMUM PHOSPHORIC ACID 9.0% MINIMUM POTASH 4.0% MINIMUM . 9 PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 20.0% MINIMUM PHOSPHORIC ACID 10.0% MINIMUM POTASH 5.0% MINIMUM .10 SOIL ENHANCER SHALL BE SAVRON. 2.2 PLANTING BACKFILL: PLANTING BACKFILL SHALL BE FINALIZED WITH THE RECOMMENDATIONS FROM THE SOIL ANALYSIS. PRELIMINARY SPECIFICALTION ARE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE: SOIL CONDITIONER 1/3 CU. YD. SITE SOIL 2/3 CU. YD. IRON SULFATE 1 LB./PER CU. YD. OF MIX GYPSUM 10 LBS.IPER CU. YD. OF MIX 2.3 STAKING MATERIALS STAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. 2.4 GUYING MATERIALS: .1 GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO. 12 GAUGE. .2 ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL BE 4 INCHES X 4 INCHES OF SOLID LUMBER, 1' -6" IN LENGTH. .3 HOSE FOR COVERING WIRE SHALL BE 2-PL Y REINFORCED RUBBER, USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 1/2 INCH IN DIAMETER. .4 FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING, 118 INCH IN DIAMETER AND FOUR FEET LONG, OF UNIFORM THICKNESS. .5 TREE TIES SHALL BE BORDON CINCH-TIE OR APPROVED EQUAL. 2.5 PLANT MATERIALS: .1 NOMENCLATURE: THE BOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "AN ANNOTATED CHECK LIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA, OREGON, AND WASHINGTON", PUBLICATION NO. 4091, PRINTED 1979 AND "AN ANNOTATED CHECK LIST OF ORNAMENTAL PLANS OF COASTAL SOUTHERN CALIFORNIA", PUBLICATION NO. 3276, PRINTED 1982, BOTH PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES. SEE LIST OF PLANT MATERIAL ON DRAWINGS. .2 QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS, AND MEET OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT. .3 CONTAINER STOCK (1-GALLON, 5-GALLON, 15-GALLON, AND BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINED PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. .4 PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. .5 INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANS TO SITE, .6 PLANTS SHALL BE SUBJECT TO INSPECTION, AND APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. .7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS ARE SUBJECT TO ARCHITECT'S WRITTEN APPROVAL. .B QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. .9 THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. .10 IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE. WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT. THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT . . 11 GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTING GROWN IN FLATS UNTIL TRANSPLANTING. .12 PRE-EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR EQUAL. . 13 WEED ERADICATION SPRAY WILL BE ROUNDUP. PART 3 -EXECUTION 3.1 SITE PREPARATION AND WEED ABATEMENT: , 1 GRUB AND CLEAN PLANTING ARE, REMOVING DEBRIS AND ROCK AND ERADICATING WEEDS. .2 WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. 3.2 WEED ABATEMENT .1 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS, ROCKS AND EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF 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-A SELECTIVE HERBICIDE "ROUNDUP" TO ERADICATE GERMINATED WEEDS. TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7-10 DAYS. .3 RAKE AND HAUL OFF ALL DEAD WEEDS TO 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. 3.3 SOIL CONDITIONING, FERTILIZING AND ROTOTILLING: .1 FOR AREAS LESS STEEP THAN 2:1: AFTER THE AREAS HAVE BEEN DEEP-RIPPED, THE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF 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 5 CU. YD. PER 1,000 SQ. FT. SOIL SULFUR 10 LBS. PER 1,000 SQ. FT. IRON SULFATE 20 LBS. PER 1,000 SQ. FT. GYPSUM 250 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. FERTILIZER (COMMERCIAL): 6-20-20 SHALL BE APPLIED AT THE RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION . C. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED . .2 FOR AREAS 2:1 AND STIEEPER: AFTER THE AREAS HAVE BEEN ERADICATED OF WEEDS AND FINISHED GRADED, THE FOLLOWING RATES OF SOIL CONDITIONING MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS. NO SCARIFYING OR ROTOTILLING SHALL BE COVERED. A. GYPSUM 250 LBS. PER 1,000 SQ. FT. SOIL SULFUR 10 LBS. PER 1,000 SQ. FT. IRON SULFATE 20 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. SARVON SHALL BE APPLIED AT THE RA TE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. .3 DEEP WATER LEACHING: A. AFTER COMPLETE INSTALLATION AND TESTING OF TI-IE 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: ECE -MAXIMUM 3.0 X 10.3 PH -MAXIMUM 7.5 A PERCENT OF ORGANIC MATTER SOIL TEST AFTER LEACHING MAY BE REQUIRED BY ARCHITECT. C. RE-APPLICATION OF SOIL AMENDMENT AND LEACHING OPERATION SHALL BE REPEATED BY CONTRACTOR IF TESTS SHOW A NEGATIVE RESULT. EXPENSE OF TEST, RE-APPLICATION OF A SOIL AMENDMENT AND LEACHING OPERATION SHALL BE BORNE BY CONTRACTOR. D. DEEP WATER LEACHING SHALL BE DONE PRIOR TO THE APPLICATION OF THE COMMERCIAL FERTILIZER 6-20-20 . E. NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS BEEN GIVEN BY THE ARCHITECT IN WRITING. F. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR SLUFFING OF SOILS . G. ALL DEPRESSIONS, VOIDS, EROSION SCARS, AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE. 3.4 FINISH GRADING: .1 FINISH GRADES SHALL BE AS INDICATED ON CIVIL ENGINEER'S AND LANDSCAPE DRAWINGS. .2 FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER-COMPACTED AND SETTLED SURFACE GRADES AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATIED ON THE CIVIL ENGINEER'S DRAWING. UNLESS OTHERWISE NOTED. FINISH GRADE SHALL BE 2" BELOW ADJACENT FINISH PAVING SURFACES IN GROUNDCOVER AREAS AND 1" BELOW IN LAWN AREAS. .3 FINISH GRADES HALL BE MEASURED AT THE TOP SURFACE OF SURFACE MATERIALS. .4 MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. .5 ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING, AND ALL OTHER OPERATIONS, SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. .6 THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING AND GRADING CONDITIONING OPERATIONS. ,7 FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS, AND CATCH BASINS. .8 FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. .9 PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN TWO (2) PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. 3.5 PLANTING: .1 THE LAYOUT OF LOCATIONS FOR PLANTS AND 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: _A. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE, IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. B. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, AND BEDS . C. EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT. D. PLANTS IN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING VERTICALLY ON OPPOSITE SIDES OF EACH 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. E. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETO FORE SPECIFIED CONDITIONER AND SOIL PLANTING BACKFILL. NO PLANT EXCEPT GROUNDCOVER SHALL BE PLANTED WITHIN THREE (3) FEET OF SPRINKLER HEADS. NO TREE SHALL BE PLANTED WITHIN SIX (6) FEET OF SPRINKLER HEADS. F. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON UNDISTURBED GRADE, SO THAT THE CROWNS OF THE ROOT BALLS ARE 1" ABOVE SURROUNDING FINISH GRADE. AFTER SETTING THE PLANTS, THE REMAINING BACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND SETTLES AROUND EACH ROOT BALL TO FILL ALL VOIDS. G. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH ROOT BALL. H, PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE, LOCATED AS PER MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING RATES: (1)-5 GRAM TABLET PER LINER AND FLAT SIZE PLANT . (1)-21 GRAM TABLET PER 1-GALLON CONTAINER. (3)-21 GRAM TABLETS PER 5-GALLON CONTAINER. (5)-21 GRAM TABLETS PER 5-GALLON CONTAINER. (1) · 21 GRAM TABLET PER EACH 3" OF BOX SIZE. I. NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS BROKEN OR CRACKED. EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION. J. ALL PLANTS SHALL BE THOROUGHLY WATERED INTO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING . K.ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED WITH TWO LODGE POLE STAKES, DRIVEN INTO THE GROUND ON THE SIDES OF THE TREE PERPENDICULAR TO THE PREVAILING WINDS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREES ROOTS OR ROOT BALL. TREE TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE 8'S WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THE DIAMETER OF THE TREE AND BY TACKING THE BACK OF THE TIE TO THE STAKE. (SEE DETAILED DRAWINGS) . L. ALL TREES SPECIFIED TO BE GUYED SHALL BE GUYED AS DETAILED. M. THE STAKING AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO INSURE THE PROPER AND HEAL THY GROWTH AND SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC. N. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS, AND VINES . 0. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT, PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS OVER 3/4 INCH DIAMETER SHALL BE PAINTED WITH APPROVED TREE SEALANT. P. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED AND PLANTED WITH A CRANE . Q. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLE. .3 PLANTING GROUNDCOVERS _A. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. B ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRAWINGS. C. THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS AND A PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE, AS PER MANUFACTURER'S SPECIFICATIONS, AND SHALL BE IMMEDIATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES. D. THE GROUNDCOVER PLANTING AREA SHALL BE HAND-SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE. E. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED. 3.8 HERBICIDE APPLICATION: PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCOVER AREAS ONLY, AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY IN LAWN OR HYDROSEED AREAS. ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION. 3. 7 CLEAN-UP AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO PLANTINGS. "AS BUILT" TITLE ________ _ DATE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEWED BY: Prepared by 619-299-2959 San Diego, CA ENGINEERING PLANCHECKER DATE INSPECTOR DATE 3-16-99 SECOND PLAN CHECK 1 CITY OF CARLSBAD ~7 1-13-99 FIRST PLAN CHECK CTr] t-'4:-_-:-c16:-_9='9:-t----t-::T:":H:":IR:'::D:'cP::':L-':Ac:'N':-"C::'Hc:'E::'-C:::"K=-'-----------ll----+--+----+----I :==::::::'...==:::::::P::::L:::A:::NN:::::l:::::N::::G::::D::::E:::PA:::R:::T::::ME::::N:::T==::::::'...':L'.!.!_j===! DA TE INITIAL DATE INl11AL DATE INl11AL ENGINEER OF WORK REVISION DESCRIPTION OTl-£R APPROVAL CITY APPROVAL MARIANO APPROVED ASSISTANT PLANNING DIRECTOR DWN BY: __wo_c._ CHKD BY: WDG RVWD BY: _woo_ PROJECT NO. CT97-14 DRAWING NO. 367-2L ,.,.,---Spread on Wall or fence · and secure w/ Plastic Tape / or VV1re buttons ~---Root ball -set crown 7" above finish grade 2 X root ball \ \ Prepared backfill --· 3" basin berm" ,--Fertilizer tablets F1nsh grade Dept~ of root ball Specimen Tree Plastic Hose Ties -~ Guy Wire Required ta Support Tree (3 min) 4" Perf. PVC Drain Pipe to Bottom of Root Ball w/ 4" PVC Drain Cap/ Grate (Blk) Root Ball~ Set 1" above ... ·----......_ Finish Grade "--~ Fertilizer Tablets Prepared Backfill Dept of Root Ball 4ft 6" Slope 7'/lt_---·_,.-- 3/8" Crushed Gravel 12" 2 X: Root Ball ,------6~ Min. Basin \ \-Deadman (typ) \ \ 4"x4"x18" Rwd. I \ ' ' I \ \ ' ' 4" Perf. PVC Drain Pipe w/ 4" PVC Drain CaplGrtl (blk) 6 ft. Root Ball -set rootball 1 • ablav finish grade Fertilizer Tablets 4" Basin Berm Dept of Root Ball 3 ft Min 4" Auger Hole 3/8' Crushed Gravel • • • • • ¢ii-'·4 ,-& ,#i.4 ----Wonder Tree Ties 2 X Root Ball (3) or Approved Equal 10' Lodgepole Slakes (2) Backfill Irrigation Pipes 2 per pit ies (Min) 2 at Top of ers 'Miers Needed ree Fertilizer Tablets 4" Sa$in Berm Depth of Root Ball -' ... . , . I RigiQ 4" Styrene Drain // Pipe Positive Drainage to Daylight into½ cu Ft. Gravel 4' PVC Cap/Grate ,n 12" • 2X Root Ball ----••,.- ,10' Lodgepole Stakes (2) Set outside Root Ball Backfill I I \ . \ \ ' 4" Perf PVC D Pipe to Bottom of Root Sall w/4" PVC Drain Cap/Grate ("Blk) Root ball -set crown 1" above finish grade Prepared backfill 3" basin berm·' I Depth of root ball Slope 1"/ft. To corner 2 X root ball Shrub Fertilizer tablets --Finsh graele A VINE PLANTING B TREE PLANTING & GUYING C TREE PLANTING D X 12' -3/8" Pea Gravel Filled Sump. Wrap w/Soil Separator to Cover & Fasten to Hald TREE PLANTING ON A SLOPE E SHRUB PLANTING TREES SHRUBS GROUND COVERS VINES Al Al Cv Cs Cp Ed Ee Gb Ja Ls Mg Ml No Pk Pc Pc Pt Pa Pr Pg Pn Qa Qi Qi Rm Tc Au Ar Auu B B Cg Cg Cc Cs C H G G L L N Lp R p p Py s ABBREVIATION Agon fie Agon fie. Calle vim. Cera sil.. Coco plu Erio def Euca cla. Gink bil. Jaca acu. Liqu sty. 'P.A.' Magn gra Mela leu. Neri ole Pyru kaw. Pinus can. Pinus can Pinus tor. Plat ace 'B' Plat rac Podo gra. Popu nig Quer agr. Quer ile. Quer ile. Rhap'MB'. Tris con Arbu une. Acac red. Arch urv P.R. Boug 'BK' Boug 'SD' Gean gris 'YP' Cean gris 'YP' Gean Con. Gist ska Coto dam Hete arb. Grev noe Grev noe Lant'SS' Lant'SS' Neri. ole. Limo. per. Rhap ind Phor ten 'R' Phor ten 'R' Pyra 'SC' Salv leu. Stre reg Delo 'Alba' Gaz leuc Wt. Gaz mil. Yel. Gaz mil. Yel. Lant mont. Myop parv Pelar pel. Rosm off. Apt Cor. Tulb frag Turf Dist buc. lpom ind. Part tri. Pyro ven p LAN BOTANICAL NAME Agonis flexuosa Agonis flexuosa Callistemon viminalis Ceratonia s1liqua Cocos plumosa Eriobotrya deflexa Eucalyptus cladocalyax Ginkgo biloba Jacaranda acutifolia T Liquidamber styraciflua 'Palo Alato' Magnolia Grandiflora "Majestic Beauty" Melaleuca leucadendra Nerium oleander 'Red' Pyrus kawakamii Pinus canariensis Pinus canariensis Pinus torreyana Platanus acerifolia 'Bloodgood' Platanus racemosa Podocarpus gracilior Populus nigra 'italica' Quercus agrifolia Quercus ilex Quercus ilex Raphiolepis 'Majestic Beauty' Trislania conferta Arbutus unedo Acacia redolens Archostaphylos urva ursa 'Point Reys' Bougainvillea 'Barbara Karst' Bougainvillea 'San Diego Red' Ceanolhus griseus honzontalis 'Yankee Point' Ceanothus griseus horizontalis 'Yankee Point' Ceanothus concha Cistus sk.ansbergii Cotoneaster dammari 'low fast' Heteromeles arbutifolia Grevillea noelii Grevillea noelii Lantana 'Spreading Sunshine' Lantana 'Spreading Sunshine' Nerieum Oleander 'Petite Salmon' Limonium perezii Rhaphiolepis indica 'Clara' Phormium tenax 'Guardsman' Phormium tenax 'Guardsman' Pyracnatha 'Santa Cruz' Salvia leucantha 'Midnight' Strelitzia reginea Delosperma 'Alba' Gazania leucolaena 'White' Gazania mitsuwa 'Yellow' Gazania mitsuwa 'Yellow' Lantana montevidensis Myoporum Parvifolium var. Putah Creek Pelargonium peltatum Rosmarinus officinalis 'Prostratus" Aptenia cordifolia 'Vl/hile" Tulbaghia violacea Distictis buccinatoria lpomoea indica Parthenocissus lricuspidata Pyrostegia venusta L E G E N D * NOTE · See sheet #15 for additional plant list COMMON NAME SIZE Peppermint Tree Peppermint Tree Weeping bottlebrush Carob Tree Queen Palm Bronze Loquat Sugar Gum Madenhair Tree -----ncn ---- Sweet Gum Magnolia CaJeput Oleander Evergreen Pear Canary Island Pine Canary Island Pine Torrey Pine London Plane Tree Sycamore Fern Pine Lombardy Poplar Coast Live Oak Holly Oak Holly Oak NCN Brisbane Box Strawberry Tree Prostrate Acacia Manzanita ---ncn--- ---ncn-- Carmel Creeper Carmel Creeper Mountain Lilac Coral Rockrose Bearberry Cotoneaster Toyon ---ncn--- ---ncn--- Trailing Lantana Trailing Lantana ncn status Indian Hawthorn New Zealand Flax New Zealand Flax Firethorn Purple Mexican Sage Bird of Paradise Trailing Ice Plant Trailing Gazania Trailing Gazania Trailing Gazania Trailing Lantana ---ncn--- lvy Geranium Rosemary ---Ncn--- Society Garlic Trumpet Vine Blue Dawn flower Boston Ivy Flame Vine 24" box 36" box 15 Gallon 15 Gallon 15 Gallon 15 Gallon 15 Gallon 24" box 24" box 24" box 24" box 15 Gallon 15 Gallon 24" box 15 Gallon 24" box 5 Gallon 24" box 15 Gallon 24" box 15 Gallon 15 Gallon 15 Gallon 24" box 15 Gallonl 24" box 5 Gallon 1 Gallon 1 Gallon 5 Gallon 5 Gallon 1 Gallon 5 Gallon 1 Gallon 1 Gallon 1 Gallon 1 Gallon 1 Gallon 5 Gallon 1 Gallon 5 Gallon 5 Gallon 1 Gallon 5 Gallon 1 Gallon 5 Gallon 1 Gallon 1 Gallon 1 Gallon Flats Flats Flats Seed Flats Flats Flats Flats Flats 1 Gallon Seed 5 Gallon 5 Gallon 1 Gallon 5 Gallon DETAIL B B C&D C&D C C&D C C C C&D C 1 2 N 0 T E s The contractor shall eradicate any/all Pampas Grass ( Cortaderia) remaining within the site open space. Eradication shall take place after site grading and prior to the planting of the site. Eradication plants. Plants shall then be monttored and additional herbicide applications shall be made until shall start with the removal and bagging of all blooms; the commercial herbicide applied to all the plant is dead. Each plant shall be cut to the ground and monttored throughout the installation and maintenance periods of the project. If al any lime these plants show signs of re-emergance re-applications of the herbicide shall lake place All slopes planted with Rosemary shall also be hydroseeded with seed mix "B" Application of this seed mix shall take place immediately after the Rosemary has been hand planted. This application shall extend (in a dry application) t>eyond the manufactured slope into the areas of remedial grading shaded on the plans. 3 Planting areas with a slope of less than 3:1 shall receive a Y cover of mulch applied to ccver all soil surfaces All seeded areas are exempt from this requirement Submit sample to City inspector for approval prior lo bulk delivery to the site C 4 Plant species localed within the sight distance areas at intersections shall have a mature height that is Edge of Planting Area -------~-i~l~'acing ,11 ~ti ~ii ~-~-/ Y Y-V V \ \l_\1·vvv C&D easily maintained al a maximum height of 30". C 5 All slopes 4' or higher (sleeper than 6: 1) planted between April. 16 and Aug. I 14 shall receive a hydorseec:led E "cover crop" that is a quick germinating to temporarily hold slope soil until the permanent C ground ccver takes effect. Submit hydro seed mix lo City inspector for approval prior to installation. C&D These slopes also require a mesh/jute type covering pinned to the slope when planting occurs between C Aug. 15th and April 15th. C&D 6. All natural slopes tt}af-Brerro-be-1)la.11ted shall be irrigated to bring up seeds of existing plants ,--·ror her6itide, applicafTons prior to new ptaoling 2tB //// ->< SEED\,MIXES C / C / C I E E E E E E E E E E E E E E E E E F F F Gazania -@ 30 lbs. I acre -90/60 Seed Mix A -Native Mix Min. % Punty I Germination rate I I Lbs/ Acre Species Min. Purity/Germ. Se\i,d Mix B -Na live seed mix ' Purity/Germ. Lbs/Acija Species Clarkia bottae 98175 Dichelostemma capitalum 95150 Eschscholzia californica 98175 Gilia tricolor 98/75 Hordeum californicum 90180 Layia platyglosa 80/75 Lupinus bicolor 98180 Nemophila menziesii 98185 Phacelia campanularia 98175 Vulpia microslachys 90/60 2.0 / Artemisia calitornica 3.0 / Eschscholzia californica 3.0 1 Encelia californ1ca 8.0 I Lotus scoparius 120/ Eriogonum fasciculatum ?fe--, Lasthenia glabrata 4 0 ',, Lupinus succulentus 1.0 \friodyclon crass1folius 3 0 l';riophyllum conferliflorum 30.0 1antago insularis 2.0 ~j,syrinchium bellum 2.0 r.i,1mulus puniceus 2 O $alvia mellifera 73.1/ / Hyroseed Both: Conwed 100% Wood Fiber -1,500 Lbs.lac re Gazania & mix B with HydroPost Compo t 1 000 Lb / s ' s acre Ecology Controls 6-20-20 Fertilizer M-Binder Turf-Southland Marathon 2 Hybrid Tall Fe scue sod 1 DO Lbs /acre 300 Lbs /acre 15/20 98175 40/60 90/60 10165 90/85 98185 40/40 30160 98/75 95175 2/55 70150 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ------------------·---- ON CHANGE ENGINEERING PLANCHECKER DATE Eq_t@I__ C Spacing Note: All hand planted ground covers and shrubs planted as ground covers shall be planted in this triangular pattern at F the equal distances called for in the plant legend GROUND COVERS Finished Grade 6" -t--t #4 rebar continuous. ----I--- 2" 6" --Concrete (2000 P.S.I.) G CONCRETE HEADER APPROVED FOR PLANTING "AS BU IL T" AND IRRIGATION ONLY, INCLUDING PRECISE TITLE -------- LOCATION OF PLANTING REVIEWED BY: AREAS. ------- INSPECTOR 12-01 9' CONSTRUCTION CHANGE PER COASTAL /1\ I [m CITY OF CARLSBAD F F F F F F 7-26-99 -- --- -- --- ----- -- -- ------· --· -- ----- -· -- ----·· ----·· ------ ------------- -· ---- ------- ---------· --__ ,,_ ------ I -----------------·-· -- _J 2 PLANNING DEPARTMENT ------------------- -------·--------+ - ---·--·----·--------+ -MARIANO I -----------------·=i--=-- ------------ -- DATE ------- DATE ~ 7 -------· --------··· -----------------_ __j --APPROVED ;tffd~ 12~/6-17 --------· ----·· ---------------t --A A A A 619-299-2959 San Diego, CA ----~ DATE INITIAL --- ENGINEER OF WORK -------------------· -··· REVISION DESCRIPTION I ASSISTANT Pl.A NING DIRECTOR DATE --------_~ATE -=t~ri-1~ OWN BY: RW I PROJECT NO. I DRAWING NO. DATE IN111AL CHKD BY: RW CT97-14 367-2L OTHER APPROVAL CITY APPROVAL RVWD BY: RW -.. 4 Pinus tor. PROJECT P,L ', 5 al. n"' .,,, ... ~.,,.,. v,:•;,;;.:~ "" . \\ '\ 1 O Cist. ska, \, \\ \ ~ t.wn,mmn,,;,,;,,;,,mnm~-' Pn I \ /'"'' ('"<, ),!, \ \ ,, '/ I !"'c_:i__,; ,/✓/ /'r• ,-,__ I .•. / : .. , I Ja {''', A .><, , t._,) ---~,'J_J __ (; i'J ,/ ,,, ''•,, ,,,, ,{,, , tJ . ,,/ 22 Jaca, acu, 24" box 67 Acac red. 1 al. GROUND COVER LEGEND ' 13 Cera. sil. 9 Pinus tor. All ground covers to be planted @ 18" o.c. unless noted otherwise (flat size) ~ Delo, 'Alba' ."' Pelar Pei, ~ 12"o,c. ~ 60% Gaz, leucWt 40% Delo, 'Alba' [[[]·,.. 60% Gaz_ mil. Yel. 40% Delo,, 'Alba' ~ Gaz, mit Yel. Seed IE Lant. Mont. fliil MyopParv. + + • + + ••• ·.·.·.·. ·.•.•,•. Seed Mix "B" Aptenla cordlfolla 'Wht' Sire, reg, 1 gal. 36" O,C, Tulbfrag, 1 gal. 18" O.C, Turf Seed \ ;'\ /2\ 15 gal. 5 gal. KEY MAP ,_,, _n," .,,,,,,,,. .. 30 Cean. Gri. hor. "Y.P.'.'. 1- 2 Plnus can. 15 al. Solid Wall \ 100 !='harm. ten. 'R.' l/794] 1 al / al I ~ arl 35 Plcac, t/ Solid Wall " ...!L!l!!!2!la..,µi;2Y.L-A>l,---l /-, "/ F. ''",! .c:,j.:), [j Pl( Torreyanna Mx¥eH l1NE AREA "A" PLANTING (covered by sheets 13 & 14) SEED MIXA Rosmarinus officinalis 'Prostratus' (flats@ 60" o,c, over 40 % of the area) Iva hayesiana @ 60" o,c, over 30 % of area "A" CONTAINER PLANTS LISTED BELOW {All planted in randomly placed groups from 1 gallon cont. ; LA, to approve all placement) 50 -Encelia californica in groups of 6@ 48" o,c. 50 -Erigonium fasciculatum 'Dana Point' in groups of 6 @48" o,c, 50 -Limoniurn californicum in groups of 6 @48" o,c, 35 -Ribes speciosum in groups of 4 @48" o,c, 25 -Rornneya coulteri in groups of 3 @ 60" o,c, i I I NOTES: ! " '/ r! r1 '! (J ·-zj '-,.J ,,._,/ 1 _ NATIVE PLANTS SHALL NOT BE DISTURBED EXCEPT WHERE DISEASED TO ENCOURAGE UNDERGROWTH, ALL NON-NATIVE PLANTS(MUSTARD STOCKS) SHALL BE CUT TO THE GROUND AND REMOVED FROM THE i SITE TO REDUCE CONFLICTS WITH NATIVE PLANTS_ ALL OTHER NATIVE'. PLANTS SHALL REMAIN (SOME SMALLER SPECIES MAY BE TAGGED BY THE LA, FOR RECOGNITION). 2, ALL NEW PLANTINGS SHALL BE PLANTED PER THE DETAIL ON SHEET 12 AND PROJECT SPECIFICATIONS, 3, THERE WILL BE NO HAND PLANTING WITH IN THE DRIP LINE OF ANY EXISTING NATIVE PLANTS RETAINED IN AREA "A", 4, ROUTE ALL IRRIGATION LINES TO AVOID THE INNER 75 % OF THE DRIP LINE OF ALL RETAINED NATIVE PLANTS (25% ENCROACHMENT ALLOWED) ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED \ \ \ 27 Arch. urv. 'P,R.' 1 al. PLAN SCALE 1 "=40' 0 80 APPROVED FOR PLANTING AND IRRIGATION ONLY, , INCLUDING PRECISE LOCATION OF PLANTING AREAS. Area "A" planting -see notes below Flats -Rosm, off. @ 18" O,C, LEGEND -0-- NORTH 160 A. I rr. lilMONIIV IOUt,ID WALL 111™ C0.UMNS All SHOWN I. I "· SOUND WAL!. WlH Olm'. F'OO'T 11::ICIHT GI.MIS PAN!U ClN MASONR'I' B-'9£ WTH CQ.UMNB A& ..... C. In. CMAX'J FINCE \tillH 3 l"f 1'1.JlitJLAR lfTEll ON MA!DIR'I' IIAS£ WllH OOUu.tNS AS IIH<lWN 0 I n. IMA><l TU!IULM ST[d. ,ULL ,.. "'"' r. • "· (MAX) -·-""" IIOSll"8 l'!NIZ: "AS BUILT" TITLE ________ _ DATE REVIEWED BY: Prepared by ENGINEERING PLANCHECKER DATE INSPECTOR DATE 619-299-2959 San Diego, CA OA1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA1E INITIAL OTHER APPROVAL DA1E INITIAL CITY APPROVAL MARIANO APPROVED ASSISTANT DWN BY: _WO CHKD BY: _.W!Xi_ RVWD BY: WDG PROJECT NO, CT97-14 DRAWING NO. 367-2L LEGEND -0---- A. I n. MASONIIY SOUND Wit.LI. 'MTH COLUMNS AS SHOVIH S. 6 FT. SOOND WAI..L WITH lHIIEE FOOT HEIGHT GI.A5S PANl!.:L(I; ON WASONRY liASE WITH eow~s AS ..... C. 8 FT. (MAX) FEta: WITH 3 n TU!iUUJI STEEL ClN l,lo\Stl'IRY BASE 'MlH COULMNI AS SHOV!trl D. II FT. (MAX) 1\J8UIAR 51EEL FULL VIEW FENCE E. I n. (MAX) CEDAR/11EDWOOD '""' ElOSTIN6 nNCE PLAN SCALE 1"~40' 0 40 ~---- 0 ! : 80 160 ---------~ -0 0 IJl ., Ja Cera. sil. 15 al. Acac. red. 1 2 P ro. ven. al. 25'x25' Sight Distance 14 Calle1 vim. . . I. Pg' Pg 15 gal. 5 Pinus !can. 15 gal. GROUND COVER LEGEND All ground covers to be planted @ 18" o.c. unless noted otherwise (flat size) Delo. 'Alba' 1211 o.c. 60% Ga,. leuc Wt. 40% Delo. 'Alba' 60% Ga,. mil. Yel. 40% Delo,. 'Alba' Ga,. mit. Yel. Seed Lant Mont. Myop Parv. • Pelar Pel. + + • + Seed Mix "B" ••• + ♦ ...... . .. . .. ..... ' ' ~ Aptenia cordifolia 'Whl.' • Stre. reg. 1 gal. 36" o.c. ~ Tulb frag. 1 gal. 18" o.c. Bl Turf Seed Pg .-,,,__ @ ~'<·~ 'lac,. \ I \ --·--B·f'g. ,!. . ; , '.,,,. ' i' • 40 Ac . red. 1 al. 20 Bou 'B.K' .._____.,. j Mg• . _Mg 9 Rha . 'MB' / ..... 0 ... 15 Pk ,: ,,, \\ • ... '>:• .,/<>:>"'/ \ Pk •. \ \ \.~~=ILJ""'""ce-&~=""l,_--.Jl . \_Mq ,.if/'.;11!fv' : \ 24" box ;ll••--' / . / \/ ,,, "'°' _;,r ,,-,• ,..-fr" ---! : 25''25' \!: @ @----' ----- Sight Distance / I 0\ .. -· //// ~ . . \ . 25'x25' ! Sight Distance ·; \ I / Project P.L. KEY MAP / 2 31 Niri. ole. 10 Gink. bil. 'Fa' 25'x25' \ Sight Distance : : i ,At!o1--r10~ i1"f:E:. ~NtD ~ JX . q.)NN IN<Sftf,f'-fl?-NA ; rN6 ~ (6N6~ ; : j ! ! Gb PLANTING AREA "A" SEE PLANTING NOTES ON SHEET 13 Prepared by 619-299-2959 San Diego, CA ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DAlE DATE INITIAL " " fj :; 48 Ole . 5 al. \ \t \, '\ \'{.,\ ' \:;\·, I--;-\ \. ' arb. • 1 al. 44 Cean. ri. hor. 1 4" box I Flat Hosm. ff. 18" .c ! APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE ________ _ REVIEWED BY: INSPECTOR MARIANO APPROVED DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DATE DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: RVWD BY: WD WDG WDG CT97-14 DRAWING NO. 367-2L 6 Pop. nig. 'ila' 15 gal. 55 Neri. ale. 5 gal. 19 Cean. gri. hor. 'Y.P.' 5 gal. GROUND COVER LEGEND All ground covers to be planted @ 18" o.c. unless noted otherwise (flat size) ~ Delo. 'Alba' ::1:1:1:11 Pelar Pel. 12" ,o.c. ~ 60% Gaz. leuc wt. -•+-•·+·•1 Seed Mix "B" + -+ + 40% Delo. 'Alba' • -t + + + • + mm 60% Gaz. mil. Yel. w Aptenia cordifolia 40% Delo,. 'Alba' 'Whl.' ~ Gaz. mit. Yel. • Stre. reg. Seed 1 gal. 36" o.c. um Lant. Mont. mm Tulb frag. 1 gal. 18" O.C. mm Myop Parv. m Turf Seed . -" ·-·~ -I i: "' ·it :, -~ '"' ,, .. -~-" "' ,.·-~ .... Prepared by 9 A 619-299-295 San Diego,C - LEGEND 3-20 ft. Fire Suppression Zones ----0--------- 160 " DETAIL E E E E E E E E E E E E E )rt ~ <,¼c 'r"il. >•~!,),C\j',j ,,,;..;;-;;,o.,_;./HS () ,,,,✓,,,p,,i" '>! ' ' ,J!<N/l A > I ( ,~ e, C0.1/'Y. l'..,;l ,~f ,l~'"",~' !M\ iotl ') ~I ~~ !' Yltl Bf>L /-t<«) s"f.)<; I <,H \~\ii, !Jl;\J\ ,;; n ~l" \_; \J >SJi "'fltl" • ;'<' APPROVED FOR PLAl\JTTNG ~\~ clUIL1" AND IRRIGATIOK ONT,Y, ,aj<i( ,,·, INCLlJDING PRF:CISE TITLE DAil t}l(J!NW'S Sfiil!;IA'llJ!lE !lEWl!lm ON f'AG€ i OWL V LOCATTO\J OF PLA"\J'l'ING R['✓l['ll[C BY: APPf/1/JVfD AREAS. DIG!NEER!NG PLANCHECli:ER DATE A 11-JSPECTDR D.l1TE 8-22-2k CONSTRUCTION CHANGE ;2\ .·. ,;;,.u,.7fifi"""] ~ 8;~1 ®~~TI 6-12-2k (UNAUTHORIZED GRADING}',-' /0,, . -,Z{,p,A ; _;. ,-~ CTTY OF CARLSBAD 6-20-2k -0 LM,NH,G Dl~,!\~ I ~'-rH ,I)' MARIANO - --.l.'if"r{:l'.)1/Ell -,,,-:::; v;;~ b-¥~ , , . , /,SS I ST P.NT 0 ; Ar,r, I I-JG D IREC-D'l DATE -- -. ' OW!II SY: WDG PROJECT NO. ORA WING NO, liA TI:: , ll'i!"!IAL MTI:: IMi"!IAL llil'I£ IMl11At CHKO BY: WDG CT97-14 367-2L -RE\/ISl0N lie SCRlc'TION [li£$1/!rffl ll' -01'0 ~M. ::nv -v;.;. RV\l!O !lY: WC!G L_ ___ \ 34 Limo. per. 1 gal 117 3 Part tri 1 al 116 115 114 Pine. tor. 15 121 122 11 Erio. det 127 '\\ T · 24" b ns. con. x \ 75 Neri. ale. 5 al. 9 Pin 24" box • Plant a min of 10ft. from R.O.W. CITY OF CARLSBAD STANDARDS SLOPE PLANTING STANDARDS Slopes requiring erosion control measures as specified here·in shall be treated wHh one or more of the fallowing planting standard: 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 prior to application. The cover crop shall be applied at a rate and manner sufficient to provide 90% coverage within thirty (30) days. Type of jute mesh shall be as approved by tt,e City and stoked to the slope as recommended by the manufacturer. Jute mesh shall be required wh,m planting occurs belwe9n August 15 and April 15. During the remainder of the year, ttie cover crop and/or jute mesh may be used. Standard #2 -GROUND COVER One hundred (100%) percent of the area shall be plented with a ground cover known to have excellent soil binding characteristics (planted from a minimum size of flatted material and spaced to provide full coverage within one year). Standard #3 · LOW SHRUBS Low spreading woody shrubs (planted from a minimum of 2 ¾ inch liners) Shall cover a minimum of seventy (70%) percent of the slope fer..e (at mature size). Standard #4 · TREES AND/OR LARGE SHRUBS Trees and/or large shrubs be (planted from a minimum of 1 gallon containers) at a minimum rate of one(1) plant par two hundred (200) square feet. AREAS OF APPLICATION (PLANTING) 7 Acac. red. 1 al. SLOPES • 6:1 or steeper and: 3 feat or lass In vertical height and are adjacent to public walks or slreets require at minimum Standard #1 (cover crop and Jutted). 4 feet to 8 feet In vertical height require Standards #1, #2, #3 and #4. 8 feet + In vertical height requires Standards #1, #2, #3 & #4 SPECIAL CONDITIONS Areas graded flatter than 6:1 require Standard #1(cover crop) when they have one or more of the following conditions: Sheet graded pads not scheduled for improvements within 6 months of completlon of rough grading. A potential erosion problem as determined by the City. Identified by the City as highly visible areas to ttie public or have special conditions that warrant immediate treatment. Areas to be hydroseeded shall first be disked or rototllled to provide a friable, loose seedbed. GROUND COVER LEGEND All ground covers to be pllanted @ 18" o.c. unless noted otherwise (~lat size) ~ ~ [[[]] ~ E mm Delo. 'Alba' 12" o.c. 60% Gaz. leuc wt. 40% Delo. 'Alba' 60% Gaz. mit. Yel. 40% Delo,. 'Alba' Gaz. mil. Yel. Seed Lant. Mont. Myop Parv. E .... ' i • + + + + • • + •• ' I + + .... ~ • tim a Pelar Pel. Seed Mix "B" (SEE SPECIAL NOTE) Aptenia cordifolia 'Whl.' Sire. reg . 1 gal. 36" o.c. Tulb frag. 1 gal. 18" o.c. Turf Seed Pertains to man made slopes abutting high rtsk flre areas. Soctlon A-1 -measured horizontally 20' outward from the outlying edge of structure(s). Planted wHh ground cover or low growing shrub species (le.,. than 3' in height) knoW11 to have fire retardant qualities. No trees or shrubs allowed. ln1gated. Section A-2 -measured horizontally 20' outward from the outlying edge of Section A-1. Planted with low water use naturalizing plant species known to have low fuel characteristics. No trees allowed. Irrigated. Section A-3 . measured outward from the outlying edge of A-2 to Include the ramalnder of ttie area between Section A-2 and high risk fire areas as described under Section II C. Horizontal dlstence from the structure(s) to untreated high risk areas shall not be less than 60". Planted with low water use naturalizing plant species known to heve low fuel charactertstlcs. Trees are allowed but shall not be planted closer than 20" apart. ln1gated. KEY MAP Pertains to areas where removal of environmentally sensitive native vegetation is restricted within the fire sections . Section B-1 -measured 20' horizontally from the ouHylng edge of the structure(s) toward the environmentally restricted area as defined by the City. Removal of "high fuel and moderate hazard species" as listed In Appendix F.1. Planting wltt, ground cover o! low growing shrub species (less than 3' In height) known to Mve fire retardant qualities or as otherwise required by the City. No trees or shrubs allowed. Irrigated. Removal of "high fuel species" as listed In Appendix F .1. Removal by elective pruning of up to 60% of the volume of the "moderate fuel species" Replanting with naturalizing low fuel species. Trees and large tree form shrubs (e.g. Oaks, Sumac, Toyon) which are being retained shall be pruned to provide clearance equal to three times the height of the suirounding understory plant material or 6', whichever Is higher. Dead and excessively twiggy growth shall also be removed. Irrigated. Flammable wood fencing shall not be allowed within 100' of the native undisturbed area. /4/,,,-- / ;:3~ / L3\ II _j Masonry column with cap at side yard properly comers Quatter Inch Glass panel 64 Mala. fac. 1 al I • I) I mel. 1 al I \ 109 Bacc. al \, B. View/ Sound ·Wall Masonry 8838 Aluminum Post & Frame • 3' ntax. \:t~-i'c---NON VEGETATION -FUEL ¼EAK AREA 137 Ence. cal. 1 al ') RESTRICTED HIGH FUEL SPECIES NATIVES Adenostome. fasciculatum Artemisia califomica Eriogonmum fasciculatum Salvia species Chemise California Sagebrush Buckwheat Sage Other species as speclflod by tho City. DOMESTICS Acacia species Cedrus species Cupressus species Dodonaea viscose Eucalyptus species Juniperus species Pennlsetum Plnus species Lemonade Berry Mission Manzanita MODERATE HAZARD SPECIES Heteromeles arbuttfolla Malosma Laurine Quercus dumosa Rhus integrifolia Aylococucus bi-color Toyon Laurel Sumac Scrub Oak Other species as specified by the City. 63 \\ \\ I i 6'max. • A. Solid Wall 24' OX "-,, __ I Het. arb. 1 al. I PROJECT BOUNDARY/ P.L. \\~ ""-.. ---Masonry column with cap at side yard properly Jines .,_--Masonry wall \\ __ Fire Suppression Zones Modified ~tlots-4+----~-.....__ & 18 per Section 504 of the 1997 Urban------ Wildlife Interface Code L E G E NOR'IH PLAN SCALE 1"=40' 0 80 160 ---0--- SPECIAL NOTE : N D A. 6 FT. MASON"" SOUND WAU. WITH COLUMNS AS SHOWN 8. 6 F"T. SOUND WALL WITH THREE FOOT liEIGHT GLASS PANELS ON MASONRY BASE WITH COLUMNS AS SHOWN C. 8 rT. (MAX) F!NC< WITH J FT TUBULAR STEEL ON MASONRY BASE 'MlH COULMNS AS SHOWN D. 8 FT. (MAX) TUBULAR STEEL FULL \f!EW FENCE E. I F'T. (MAX) CEDAR/REDWOOO FENCE EXISTING F?NCE IF SEEDMIX BIS UNSUCCESSFUL IN ESTABLISHING ITSELF & PROVIDING 90% COVERAGE, AS REQUIRED BY THE CITY MANUAL, FLATTED GROUND COVER WILL BE REQUIRED TO BE HAND PLANTED@ 12" O.C. PROJECT HOA WILL MAINTAIN FUEL BREAK AREA VOID OF VEGETATION "AS BUILT" Tl rLE _____ _ DATE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEWED BY: Prepared by ENGINEERING PLANCHECKER DATE INSPECTOR OATE 619-299-2959 San Diego, CA DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL MARIANO ASSISTAN OWN BY: _woo__ CHKD BY: WDG RVWD BY: WDG PROJECT NO. CT97-14 DRAWING NO. 367-2L I I \ I / I I \ \ \ \ \ ) C. 50/50 View Fence 6' max. Tubular SIN/ 1112' Dis. Top & Bottom /l!IJH & 1" Ve/1. D. Tubular Steel View Fence 3' max., ,...--2• sq. Poles (4"sq. @ side p.l.) \ \ I &/ 110 106 \ GROUND COVER LEGEND \All ground covers to be planted @ 18" o.c. ~nless noted otherwise (flat size) Delo. 'Alba' 12" o.c. 60% Gaz. leuc Wt. 40% Delo. 'Alba' 60% Gaz. mlt. Yal. 40% Delo,. 'Alba' Gaz. mil. Yel. Seed Lant. Mont. Myop Parv. • PelarPel. □ Seed Mix "B" ~ • gm a Aptenia cordlfolia 'Wht.' Sire. reg . 1 gal. 36" o.c. Tulb frag. 1 gal. 18" o.c. Turf Seed 129 ile. 15 gal. 130 9 Call. 12 Arbu. une. 5 al. KEY MAP ""+ + + "" + + -((lJ" + ~~ ~+:+~ ~e+®,-'6'-+ + ~+ + ' + ---- ( + + + + + 9 + + + -8 _:t--' -f + + '~\ + ~ ... ~@ .. + + + +, \2/1m + + + + \ ~ ,.,~,.. '-..; :+ + + + + \~&® ' + + + + + \ 16'+ \+ + + + +'\,,.+~ \ -'-+ + +',, + .. ~+++ +",,@' \ + + ~ + + +>'->.,, __ \++++++ +-+ -+-+ + + \ -1-., ' ' ' \ i rit ~ . ..._ ·r, ____ '.: __ ,,_!_--"' ··-·-····-················-······-·········~·-·-····-······ Project P.L. ------------------ .---2"x4' wood cap 1"x4" wood p/anton (outside) 2 4" wood top ra/1 (Inside) \iimmTflmmrrrntmTTTT:c;F\---4"x4" wood po$/ 81 on center maximum J-+-~---1"x6" cedar 8/ates u-++--2"x4" wood bottom ra/1 \-----------------... \ 149\ \ al. ' \ \ \ "-\ --\ -~ I. ~ --\ \ '\ \ \ ' Tris. con. PLAN SCALE 1 "=40' 0 40 80 24" box \ . \ \ \ \ \ .. \ \ \ \ \ \ \ I •, \ L E G E --0--- NORTH 160 N D A. !I FT. MASONPIY SOUND WALL 'MTH COLUMNS AS SHOWN B, 6 FT. SOlJND WALL WITH THREE FOOT HEIGHT GLASS PANELS ON MASONR'r' BASE WITH COLUMNS AS SHOWN C. ti FT. (MAX} FENCE WITH :3 FT TUBULAR STEEL ON MASONRY BASE WITH COULMNS AS SHOWN D. 6 FT. (MAX) TUBULAR STEEL FULL VIEW FENCE E. 6 FT. (MAJC) CEDAR/REDWOOD FENCE EXISTING FENCE E. Wood Fence \ WDodFeno&onPropll'ttllne---7-, ::¼ I a·,· !,,.,,~"I'' 12" Min Side Ylftf Wall and ""°"' Prepared by. 619-299-2959 San Diego, CA ' I SPECI~ NOTE : IF SEEDMIX BIS UNSUCCESSFUL IN ESTABLISHING ITSELF & PROVIDING 90% COVERAGE, AS REQUIRED BY THE CITY MANUAL. FLATT,lttJ GROUND COVER WILL BE REQUIRED TO BE HAND PLANTED@ 12" O.C. I J APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE ________ _ DATE REVIEWED BY: ENGINEERING PLAN CHECKER DA TE INSPECTOR DATE 3-22-2K CONSTRUCTION CHANGE DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL MARIANO APPROVED ASSISTANT D WN BY: _woG___ CHKD BY: WDG__ RVWD BY: WDG PROJECT NO, CT97-14 DRAWING NO. 367-2L ___ Masonry column with cap at side yard property lines ---Masonry wall 6'max. A. Solid Wall ---Masonry column with cap at side yard property comers -----Quarter inch Glass panel B. View I Sound Wall SITE PLAN WITH WALLS, FENCES & MONUMENT SIGN LOCATIONS -----Masonry Base Aluminum Post & Frama ---------- 3' 1ax. STANDARD PACIFIC HOMES Mariano Edge Treatments CARLSBAD TRACT 97-14 AUGUST 24, 2000 Masonry column with cap at side yard Masonry Base property comers C. 50/50 View Fence --Tub~/ar, Steel ·'ii~,,·,,,., .. , 1112,,iffJfs, Top Rlf!i,t;;;. 1 .:: }Y -;;\'>.< . .J"'.f2MJ;/dN/:t SAN DIEGO CA 619 -299 -2959 2" sq. Pole ll' max. D. Tubular Steel View Fence 2"x4" wood cap --2" sq. Poles (4"sq. @ side p.l.) .---1 "x 4" wood planton (outside) 2' 4" wood top rail (msida) 'r-i'fFFF:'ff-FFFffl'TFffiTfIT':'ffirrT:i:$.----4"x4 .. wood post ll' max. E. Wood Fence PLAN NOT TO SCALE 8' on center maximum 1...1-1----1 'xll" cedar slates J..--1\----2'x4" wood bottom rail Wood Fence on Property Line ----- 12" Min Retaining Wall----.. Side Yard Wall and Fence LEGEND ----A. 8 ft. MASONRY SOUND WALL WITH COLUMNS AS SHOWN B. 6 ft. SOUND WAU. WITH 3 ft. hgt. GLASS PANELS ON MASONRY BASE WITH COLUMNS AS SHOWN C. 6 ft. (MAX.) FENCE WITH 3 ~ TUBULAR STEEL ON MASONRY BASE WITH COLUMNS AS SHOWN D. 6 ft. (MAX.) TUBULAR STEEL FULL VIEW FENCE -E. 6 ft. (MAX.) CEDAR/ REDWOOD FENCE --0-EXISTING FENCE • 6 -8.5 ft. MASONRY COLUMNS A MONUMENT SIGNS MONUMENT SIGN PROCESSED SEP APA TEL Y dicf. 1a P:!J· -J~7-2L • IRRIGATION CONTROLLER 'C', RAIN BIRD ESP-MC24 SERIES, 24 STATION. CONTROLLER TO BE ENCLOSED IN A "STRONG BOX" VANDAL RESISTANT CONTROLLER ENCLOSURE. CONTROLLER AND ENCLOSURE TO BE PROVIDED AS A COMPLETE ASSEMBLY AS MANUFACTURED BY PACIFICAL TECHNICAL SERVICES, TELEPHONE (800) 427-0779, MODEL NUMBER CA5-RB1-24-RRA/MVP/RSP LOCATE ALL IRRIGATION MAINS GROUND CONTROLLER WITH 1/2" BY 5-FOOT GROUND ROD. 110/120 VOLT POWER STUB-OUT AT THIS LOCATION UNDER ELECTRICAL WORK. REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. OUT OF R.O.W. TYPICAL SECTION 1 2 3 4 5 6 MAJN II SUPPLY Subdivsion Boundary/ PL 34ft to 14 '"' 1 13 12 16 ( 17 18 AU TOMA TIC IRRIGA RD-1200-EXT, WAL WITH A RAIN SHUT- THIS LOCATION BY ~::::- CONTROLLER TORO/HARDIE MODEL RAI OUNT AT THE GARAGE OF EACHi l,jOME. PRO CE. 110-120 VOLT POWER'_STUB-OUT AT LO ~ FOR INDIVIDUAL IRRIGATION L IR~GATION MmR J HW PIPE TYPE 'C' 150 PVC SCH 40 150 PVC SCH 40 150 PVC SCH 40 150 PVC SCH 40 150 PVC SCH 40 150 PVC SCH 40 150 PVC SCH 40 140 1v,11 ·ic• mnner IN. DIA. ONCHESl 1.049 1.049 1.J8 1.JB 1.JB 2.023 2.023 1.481 I\ -~ --~ SYS1EM VAi.i{ 1£C110N C1D PIPE lENGlH GPM ACQJM, G.P.M (fEEll JO 2.5 2.5 JO 2.5 5 JO 2.5 7.5 JO 2.5 1D 15 2.5 12-5 40 12-5 25 720 25 25 9D 25 2fl IRRIGATION MmR 11 ·1 FlTTINGS GATE VAi.i{ STRAINER 1-1 4 MASTER VAL 11' 1-1 4 REMOTE CONTRll. VAL\1' 1-14 ELEVATION QIANGES BACKA.OW PR[l{NTER , 1 1 ,4•1 TOTAL SYS1EM LOSSES l'RESSJRE NEEOEO AT FARTHEST HEAD PRESSURE NEEOEO AT P.O.C ST A TIC WATER PRESSlR: SYSTEM DE~GN PRESSURE CALQJLA TION A.OW 25 GPM 22 PRESSURE LOSS V (P~l '*'• 0.0511 0.93 0.199 1.85 0.111 1.61 0.19 2.14 0.14 2-68 0.21 U9 M6 2.49 2.5 U5 5.7 1.09 0.06 1 2-3 5 24 1D 54.42 35 89.42 98 BO 11 1£C11DN 1 2 J 4 5 6 MAIN I SUPPLY IRRIGATION METER 4 HW PIPE TYPE 'C' 150 PVC SCH 40 150 Pvt SCH 40 150 Pvt SCH 40 150 Pvt SCH 40 150 Pvt SCH 40 150 Pvt SCH 40 150 Pvt SCH 40 140 K ,, IN. DIA. tlCHESl 1.36 1.61 1.61 2.023 2.023 2.449 2.449 1.959 12 SYSIDI VAi.i{ SECTION 025 PIPE LENGlH GPM ACCUII. G.P.M 35 u &7 35 ~7 IJ.4 35 ~7 20.1 35 u 26.8 18 &7 3J.5 100 J0.7 64.2 500 64.2 64.2 90 64.2 64.2 IRRIGATION MmR 12"1 BACl<A.OW f'REl{HTER (2J FlTTINGS GATE VAi.i{ STRAINER ~ MASTER VAi.i{ 2 REMOTE CDNTRll. VALi{ 2' El.EVA TIDN CHANGES TOTAL SYSTEM LOSSES PRESSURE NEEOEO AT FARTHEST HEAD PRESSURE NEEDED AT P.O.C STATIC WATER PRESSURE PRESSJRE SUPPLIED BY BOOSTER PUMP SYSTEM ~GN PRESSJRE RWM l!JYI e ditch s CALCULATION FLOW 64 GPM PRESSURE LOSS IPSll 0.105 0.18 0.J8 0.21 0.17 1.21 6.06 J.68 J.2 10 1.8 0.12 1.7 2-J J 19.5 53.62 35 88.62 81 22 1DJ ' (ft/1' 1.44 2.11 J.16 2.67 J.34 4.37 -1,37 6.83 PROFESSIONAL MEMBER AMERICAN SOCIETY Of IRRIGATION CONSULTANTS Danl•I Saalltar KEY \JAP 61 62 63 64 / ~1/2~ 0 c UNAUTHORIZED C-GES AND USES CAUTION: SCALrTER IRRIGATION ENGINEERING, INC. WILL NOT BE RESPONSIBLE FOR, OR LJABLE FOR, UNAUTIHORIZED CHANGES T OR USE OF THE IRRIGATION PLANS. ALL CHANGES TO THE IRRI- GATION PLANS MUST BE IN WRITING AND MUST BE APPROVED BY SCAUTER IRRIGATION ENGINEERING, INC. E 87 .......,,=- \'~ \, . . :i·~:::- ffi • ' 4 \ \ . -.~,, =• , 88 89 90 ~:==-t;;;~-~~~-/ I 91 .. -' ,;~~2::1f::::-•--' ~ SE -4d¥2"r-- ff ""' ~' ~:;.,, REFER TO SHEET L-7 FOR IRRIGATION LEGEND & NOTES REFER TO SHEET L-8 FOR IRRIGATION DETAILS, REFER TO SHEETS L-9 AND L-10 FOR IRRIGATION SPECIFICATIONS. 92 ENGINEER'S SIGNATIJRE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER DA TE MAKE POINT OF CONNECTION AT NEW 1" RECLAIMED WATER METER PROVIDED UNDER CIVIL WORK. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION AND INSTALL AS FOLLOWS: 1) 1.25" BACKFLOW PREVENTER FEBCO 825Y. INSTALL PER CMWD STANDARD DETAIL W-20 2) 1.25" BASKET STRAINER HAYWARD MODEL 72-1-1/4" WITH 100 MESH LINED BASKET STRAINER. . ✓;;; 3) 1.25" IRRIGATION MASTIER VALVE , GRISWOLD, 2000-1-1/K /yONNECT TO MASTER VALVE STATION AT CONTROLLER 'C'. # 4) EXTEND MAIN LINE TO VALVES AS SHOWN. H.G.l~~iTATICWATI~PR~SUF~======~~,Fi' EXISTING STATIC WATER PRESSURE SYSTEM DESIGN PRESSURE----------:;,"'::,,"'-;~ PEAK IRRIGATION DEMAND-------7""::.-"'-:;.P:.. PLAN SCALE 1"=40' 0 40 ,'-----80 RE\i1EWED BY: 160 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. L.t€>~ INSPECTOR "'Z-1/-03 DATE 7-26-99 FINALPLANS ~ CITY OF CARLSBAD ~ 1-----i--+-----------------1---+--t----t---i [_1§Bj PLANNING DEPARTMENT ~ :=::==~============-==~ ''.AS BUIL TS" MARIANO :~I~ ~,:~!~~~ ... ~N1~~.~ ING INC 902 AARON DRIVE REDLANDS, CALIFORNIA 92374 DWN BY: ---PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY '·· CT 97-14 367 -2L L _______________________________________ _.:::~~~~~•~•~mbe~•=·~P•~u~"'•=""'"::'=::==:'._ ___ _::==================----------------------~EN:G:1N~EE~R~O~F~WO:'.:R~KL __ _:,R:EV:l~S:IO~N.:_:D~E:S:C~R:l:P~T~IO~N:__ ___ J.:o~rn~E~R..:_A'.'.'.P~PR~O~V~ALJ_~Cl~1Y~AP:'.'.PR:'.'.:O~V~A:_Ll.!:R~VWD~~B=Y!::· ==~~=:::::::::::::::::::::::::::::=~====~ . 0ei~ (909) 7'l4-5B11 cAX (909) 794-""73 22 23 24 25 : 1/2" ; ~ .. n Fence ,,,.,., ~?~ ~" "'"·· I 7 29 !+-----¾' 4 A,..,/C..O'"' N~~ ? -~ " I ({✓fr!'I'? :: ,v=, -...,, ~ 4 <(g· ~-,----.... · .-. g 1W 1 .,,,,, .. ,,,., t, ' . \ . ··@,:,: ,. ! ,)/?. -~ . t-L:111:: \l_/''' .. < -_· .. -~~~---,_ __ ML "___j . 1~'1,-.14':J -,;,;;~-~ •. -y,r_ -!"rL. .30 31 I 3 1ffi t~1;t;f 3: '/ r 32 2 ' 64 66 67 68 69 70 • '' " .... arz .... 11flfro ..... · .... (·· .. ' J...,_; :}!· •. ::.:. ~~ Main 12ft from fence ;,Ji' -·· 1 2 \S 4" EFER TO SHEET -7 FOR IRRIGATON LEGEND & N TES EFER TO SHEET -8 FOR IRRIGATI N DETAILS, REFE TO HEETS L-9 AND L-10 FOR IRRIG TION SPECIFICATI NS. CONTROLUER 'A' 63 53 Manifold 4'"""'" & 12ft off face of ~rb,,, :J LJ· 55 ~B \_j,J,.,,-.ro v. 25' s_gutti.~-- . o curb PROF SSIONAL MEMBER At.IE ICAN SOCIETY Of IRRIG TION CONSULTANTS Danlel Scanter l _..fl1!!~..l!l'.!!___1'Nu~m~be!!'.r._'.P~••~o54~~-~•===-' IRRIGATION CONTROLLER 'A', RAIN BIRD ESP-MC24 SERIES, 24 STATION.- 56 R.C.V.& of light & curb 51 50 GV. 30' north of •. /;,,' 12' off face otr;;,uf!5 49 Road i UNAUTHORIZED CHANGES D USES RESPONSI LE FOR, OR LIABLE FOR. UTHORIZED CHANGES TO OR USE F lHE IRRIGATION PLANS, CHANGES TO THE IRRI- 47 46 CAUTION: ~CALITER IRRIGATION ENGi ERING, INC. WILL NOT BE GATION P S MUST BE IN WRITING D MUST BE APPROVED BY SCALrTER IRRIGATION ENGINEERING, IN . SHEET // 93 anifold 20" north of te valve & of 95 ~ face of c9,6 of P.O.C, 97 98 of P.L I · 1/2" A " '•• .. ' . 1 !fl.. --'-.. --1 ' -'") ,/ \!"' ,,.,,-/ -. .,/ =of curb l ··· · 45~ f;om wall \ .... ~ ~ .· .. ~ I G INC NORTH 101 102 103 104 ni Id 1,.\ \ "AS BUil T" MAKE POINT OF CONNECTION AT NEW 1,5" IRRIGATION WATER METER PROVIDED UNDER CML WCRK, REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION AND INSTALL I\S FOLLOWS: CONTROLLER TO BE ENCLOSED IN A "STRONG BOX" VANDAL RESISTANT ,<ccy MAP CONTROLLER ENCLOSURE. CONTROLLER AND ENCLOSURE TO BE ~-----------------------~ PLAN SCALE 1 "=40' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. Ji )~l)~-i-•o·® 1) 1,5" BACKFLOW PREVENTER FEBCO 825Y, INSTALL PER CMWD STANDARD DETAIL W-20 ) 1,5" PRESSURE REDUCING IRRIGATION MASTER VALVE , GRISWOLD, 2250-1-1/2", SET MI\STER VALVE AT 85 PSI, CONNECT TO MASTER VALVE STATION AT CONTROLLER 'A' 4) EXTEND MAIN LINE TO VALVES AS SHOWN, H.G.l:------------------550 FT EXISTING STATIC WATIER PRESSURE 130 PSI SYSTEM DESIGN PRESSURE 85 PSI PEAK IRRIGATION DEMAND 39 GPM METER #2 MAKE POINT Of CONNECTION AT NEW 1,5" IRRIGATION WATER METER PROVIDED UNDER CIVIL WORK, REFER TD CIVIL ENGINEERING DRAWINGS FOR ADDITIONI\L INFORMATION AND INSTALL AS FOLLOWS: 1) 1.25" BACKFLOW PREVENTER FEBCO 825Y, INSTALL PER CMWD STANDARD DETAIL W-2 2) 1.25" IRRIGATION MASTER VALVE , GRISWOLD, 2000-1-1/4", CONNECT MASTER VALVE MASTER VALVE STATION AT CONTROLLER '8' 3) EXTEND MAIN LINE TO VALVES AS SHOWN, H,G,L:,------------------380 FT EXISTING STATIC WATIER rRESSURE 71 PSI SYSTEM DESIGN PRESSURE 71 PSI PEAK IRRIGATION DE 23 GPM PROVIDED AS A COMPLETIE ASSEMBLY AS MANUFACTURED BY PACIFICAL TECHNICAL SERVICES, TELEPHONE (800) 427-0779, MODEL NUMBER CA5-R81-24-RRA/MVP/RSP GROUND CONTROLLER WITH 1/2" BY 5-FOOT GROUND ROD. 110/120 VOLT POWER STUB-OUT AT THIS LOCATION UNDER ELECTRICAL WORK. REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION, CONTROLLER 'B' IRRIGATION CONTROLLER '8', RAIN BIRD ESP-MC16 SERIES, 16 STATION. CONTROLLER TO BE ENCLOSED IN A "STRONG BOX" VANDAL RESISTANT CONTROLLER ENCLOSURE. CONTROLLER AND ENCLOSURE TO BE PROVIDED AS A COMPLETE ASSEMBLY AS MANUFACTURED BY PACIFICAL TECHNICAL SERVICES, TELEPHONE (800) 427-0779, MODEL NUMBER CA5-R81-16-RRA/MVP/RSP GROUND CONTROLLER WITH 1/2" BY 5-FOOT GROUND ROD. 110/120 VOLT POWER STUB-OUT AT THIS LOCATION UNDER ELECTRICAL WORK. REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. 0 80 160 ~------~ ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED Tc hA'{h;f DATE ..-z-11-0 3 ENGINEERING PLANCHECKER DATE INSPECTOR DATE 7-26-99 FINALPLANS ~ CITY OF CARLSBAD ~ l---+--+---------------+---+--11----+---l~ ~==9='-=:=:=::::P::::LA::::N::::N:::IN:::G:::D::::E::::P:::::A:::RTM:::::::E::::N:::T===-=~=2= DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL "AS BUIL TS" MARIANO AJ:~.1.1..,~u.•---- ASSISTANT PLANNING DIRECTOR -~2-IZ--03 DATE DWN BY: __ CHKD BY: __ _ RVWD BY: PROJECT NO. CT 97-14 I DRAWING NO, 367-2L ,, _,/t ,..--ff~ 1<' , .. _ /, ) ;\:; r'fi\ ··,\ 59 .:.·::/ it:( -, \'\'., I ; .. s,i) \-~~,. ·~ 0_1/"',"' ~· . '' ' \ ;>r .·: .,, ' .,1/,f," . -+--\ \ J ALL\VALVE NUMBERS AR ER PLAN\@TIME OF COMPLETI N 134 \ I \ s I ,j DE 0/ I \ ,1 I ? 1 J , 2 k ! " '"~·~"'"' --· ~ . -,,2 uw ML""'"! _j,,,., ·~ METER #5 (RECLAIMED WATER) CONTROLLER 'E' MAKE POINT OF CONNECTION AT NEW 2" RECLAIMED WATER METER PROVIDED UNDER CIVIL WORK. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION AND INSTALL AS FOLLOWS: IRRIGATION CONTROLLER 'E', RAIN BIRD ESP-MC24 SERIES, 24 STATION. CONTROLLER TO BE ENCLOSED IN A "STRONG BOX" VANDAL RESISTANT 1) 2" BACKFLOW PREVENTER FEBCO 825Y. INSTALL PER CMWD STANDARD DETAIL W-20 CONTROLLER ENCLOSURE. CONTROLLER AND ENCLOSURE TO BE 2) 2" BASKET STRAINER HAYWARD MODEL 72-2" WITH 100 MESH LINED BASKET STRAINER. PROVIDED AS A COMPLETE ASSEMBLY AS MANUFACTURED BY PACI Fl CAL 3) 2" PRESSURE REDUCING IRRIGATION MASTER VALVE , GRISWOLD, 2250-2", SET TECHNICAL SERVICES, TELEPHONE (800) 427-0779, MODEL NUMBER MASTER VALVE AT 85 PSI AND CONNECT TO MASTER VALVE STATION AT CONTROLLER 'D' CA5-RB1-24-RRA/MVP/RSP 4) EXTEND MAIN LINE TO VALVES AS SHOWN. GROUND CONTROLLER WITH 1/2" BY 5-FOOT GROUND ROD. 110/120 H.G.~-----------------384 FT VOLT POWER STUB-OUT AT THIS LOCATION UNDER ELECTRICAL WORK. EXISTING STATIC WATER PRESSURE -------101 PSI REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR ADDITIONAL SYSTEM DESIGN PRESSURE----------85 PSI INFORMATION. PEAK IRRIGATION DEMAND (CURRENT + FUTURE)--75 GPM METER #6 (RECLAIMED WATER) CONTROLLER 'F' MAKE POINT OF CONNECTION AT NEW 2" RECLAIMED WATER METER PROVIDED UNDER IRRIGATION CONTROLLER 'F', RAIN BIRD ESP-MC24 SERIES, 24 STATION. CIVIL WORK. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION CONTROLLER TO BE ENCLOSED IN A "STRONG BOX" VANDAL RESISTANT AND INSTALL AS FOLLOWS: CONTROLLER ENCLOSURE. CONTROLLER AND ENCLOSURE TO BE 1) 2" BACKFLOW PREVENTER FEBCO 825Y. INSTALL PER CMWD STANDARD DETAIL W-20 PROVIDED AS A COMPLETE ASSEMBLY AS MANUFACTURED BY PACIFICAL 2) 2" BASKET STRAINER HAYWARD MODEL 72-2" WITH 100 MESH LINED BASKET STRAINER TECHNICAL SERVICES, TELEPHONE (800) 427-0779, MODEL NUMBER ) " .. · CA5-RB1 -24-RRA/MVP /RSP ~1At1o~Rl~At13~TRii1iiE~F' VALVE , GRISWOLD, 2000-2 • CONNECT TO MASTER VALVEGROUND CONTROLLER WITH 1/2" BY 5-FOOT GROUND ROD. 110/120 4) EXTEND MAIN LINE TO VALVES AS SHOWN VOLT POWER STUB-OUT AT THIS LOCATION UNDER ELECTRICAL WORK. . REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR ADDITIONAL H.G.L.------------------384 FT INFORMATION. EXISTING STATIC WATER PRESSURE-------103 PSI SYSTEM DESIGN PRESSURE----------103 PSI PEAK IRRIGATION DEMAND----------71 GPM PROFESSIONAL MEMBER KEY MAP UNAUTHORIZED CHANGES AND USES At.lERICAN SOClaY OF IRRIGATION COHSULTANTS Dani.. Soalltar CAU'110Ne SCALITER IRRIGATION ENGINEERING, INC. WILL NC'T BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGI.J TO OR USE OF THE IRRIGATION PLANS. ALL CHANGES TO THE IRRI- GATION PLANS MUST BE IN WRmNG AND MUST BE APPROVED BY SCALITER IRRIG.'.TION ENGINEERING, INC. Number: PR 1 0~"4 Dcrt.: Subdivsion Boundary/ P IRRIGATION SYSTEM CALCULATION MElER 6 ,/ VALVf. SECTION 1'20 FLOW 31 GPM -MC24 SERIES, 24 STATION. G BOX" VANDAL RESISTANT SECTION % ;'.:.~nl'E IN. DIA. PIPE LENGlH Gl'M ACCUM. G.P.M PRESSURE LOSS V ENCLOSURE TO BE ~ INCHESl IFIDl (PSll (ft/a' ANUFACTURED BY PACIFICAL ,,. PVC SCH 40 1.049 35 3.9 3.9 0.147 1.45 7-0779, MODEL NUMBER / 2 ,50 PVC SCH 40 1.J8 35 6.7 10.6 0.246 2.27 ✓ Y/ 150 PVC SCH 40 2,023 25 20.1 30.7 0.196 J.06 T GROUND ROD. 11¾~ ~INI 150 PVC -..::tt -40 2.9B2 1600 31 31 1.93 2.11 SUPPLY 140 --." K' CMner 1.959 50 31 31 0.53 J.3 UNDER ELECTRICAL O . / GS FOR ADDITIONA'::,.✓·/ , / llffilGA TION ME!IR " , 0.7 / / FlTllNGS 0,46 /' / ' GAll VAL',£ 0,02 / N STRAINER 2" 0.5 ✓ N/ MASJIR VAL',£ • 1 ' _.,,_.,,. // REMO'I! CONTROL VAL',£ [1 1 2.9 6, ,.,✓ a// ELEVATION CHANGES 45.46 ~o'li, / // // BACKFLOW PRE'o£NllR (2"} 10 // TIOTAL SYS'l!M LOSSES 64.09 0 / / PRESSURE NEEDED AT FARlHEST HEAil 35 PRESStJRE NEIDED AT P.O.C 99.09 ~~ / STATIC WAJIR PRESSURE 103.48 ~et::, / SET PRESSURE REDUCING VALVf. AT NIA 1/ / / / 1/ I IRRIGATION SYSTEM CALCULATION I 1/(1/ MEJIR 5 VAL Vf. SECTION E14 FLOW 35 Gl'M SECTION HW PIPE nl'E IN. DIA. PIPE LENGlH Gl'M ACCUM. G.P.M PRESSURE LOSS ' 'c' INCHES) /men IPSO (ft!,' 1 150 PVC SCH 40 1.049 30 2.5 0,055 0.93 2 150 PVC SCH 40 1.049 30 5 0.199 1.85 3 150 PVC SCH 40 1.J8 30 7.5 0.111 1.61 4 150 PVC SCH 40 1.J8 30 10 0.19 5 150 PVC SCH 40 1.J8 15 12.5 0.14 2.88 6 150 PVC SCH 40 1.61 30 2.5 15 0.19 2.36 7 150 PVC SCH 40 1.61 15 4.9 19.9 0.16 3.13 8 150 PVC SCH 40 2.023 60 14.7 34.6 0.59 3.45 MAIN I 150 PVC SCH 40 600 35 35 2.37 2.J8 SUPPLY 140 • 60 35 35 0.B 3.72 IRRIGATION ME1ER 0.9 FlTTINGS 0.72 GAll VALVf. 0.04 STRAlt£R 2 1.19 1 REMO'I! CONTROL VALVf. 1-1 2 3.2 ELEVATION CHANIEi 17.32 BACKFLOW PREVENJIR 'r 10 TOTAL SYSllM LOSSES Je.18 PRESSURE NEEDED AT FARlHEST HEAil 35 PRESSURE MEEDEll AT P.O.C 74.18 STATIC WAJIR PRESSURE 101 SET PRESSURE REDLCING VALVf. AT 85 METER #7 (RECLAIMED WATER) MAKE POINT OF CONNECTION AT NEW 2" RECLAIMED WATER METER PROVIDED UNDER to CIVIL WORK. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION lro Fen1S$1D INSTALL AS FOLLOWS: 1) 2• BACKFLOW PREVENTER FEBCO 825Y. INSTALL PER CMWD STANDARD DETAIL W-20 2) 2" BASKET STRAINER HAYWARD MODEL 72-2" WITH 100 MESH LINED BASKET STRAINER. 3) 2" PRESSURE REDUCING IRRIGATION MASTER VALVE , GRISWOLD, 2250-2", SET STt:R VALVE AT 75 PSI AND CONNECT TO MASTER VALVE STATION AT CONTROLLER 'G' 4) EXTEND MAIN LINE TO VALVES AS SHOWN. H.G.L------------------384 FT EXISTING STATIC WATER PRESSURE 85 PSI SYSTEM DESIGN PRESSURE 75 PSI PEAK IRRIGATION DEMAND 67 GPM SHEET 5 REFER TO SHEET L-7 FOR IRRIGATION LEGEND & NOTES REFER TO SHEET L-8 FOR IRRIGATION DETAILS, REFER TO SHEETS L-9 AND L-10 FOR IRRIGATION SPECIFICATIONS. LOCATE ALL IRRIGATION MAINS OUT OF R.O.W. TYPICAL ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE PLAN SCALE 1"=40' 0 40 80 160 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" X, ~fuf.&1pv z.tf::r!Y? T{TLE J.,-/ A&:a1, DATE INSPECTOR DATE ~o CITY OF CARLSBAD 1-----t--+----------------,1---+--+---+---1 ~ PLANNING DEPARTMENT ~ lE_J 1-----t--+----------------,1---+--+---+---I •~s BUILTS" MARIANO ~-=~~•o/~~------~/.'?-QI? l:_C .. ~LI-~ _,!, .. R_R.'._(:~l~ .. :_N".....,,.G_11_N0.:: ING INC 1---+---+----------------+---+---+--+----i ~~ c..· c ~ ""' ,._ -•-"-_,_ -• ,._ -• ASSISTANT PLANNING DIRECTOR DATE :~~=~ .:.~RNIA 9237< DATE INITIAL DATE INITIAL DATE INITIAL ~D~WN~B~Y~,===:';";===P=R=oJ=E=c=T=N=o=. =:::;-;:1 =o=RA=w=1=NG=N=:O. (909) 794-5811 FAX (909} 794-!11173 REVISION DESCRIPTION e---~--+--~---f CHKD BY:. CT 97 -14 367 -2L ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL RVWD BY: I . I" /: ·f ;;~1~.2~\~ o et lig\w~~o of {~,.. ~1\ :~;,,.. -..-4: . ~ ' ~ : .' ... Jr 121;; )<' ::⇒ .. I CLI .C. tho :O.C. 2 \ -\ ~ ~ 0~ ~ '2 z. ~ -•. --~------: : J , 11 ~ ) ;,¾. ... jf,4'' ii " ~ ,,..· .C· ~A'.·. 31:t'''" 11 t / :t,,•""' ', ,_J,~- .~~"-~('-'414••····-·-·--~, ,.~, ~~ \\~:rei!fliaht;& ·1 ~~l f Q METER #4 (RECLAIMED WATER) MAKE POINT OF CONNECTION AT NEW 2" RECLAIMED WATER METER PROVIDED UNDER CIVIL WORK. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION AND INSTALL AS FOLLOWS: 1) 2" BACKFLOW PREVENTER FEBCO B25Y. INSTALL PER CMWD STANDARD DETAIL W-20 2) IRRIGATION PUMP ASSEMBLY MODEL CONSTANTFLO NO. 70BP60P4-3.0-ABDEGIKX AS MANUFACTIJRED BY BOOSTER PUMP TECHNOLOGIES , TEL (760) 947-6457 3~2" BASKET STRAINER HAYWARD MODEL 72-2" WITH 100 MtSH LINED BASKET STRAINER. 4 2" PRESSURE REDUCING IRRIGATION MASTER VALVE , GRISWOLD, 2250-2", SET , , ASTER VALVE AT 100 PSI AND CONNECT TO MASTER VALVE STATION AT CONTROLLER D 5) EXTEND MAIN LINE TO VALVES AS SHOWN. H.G.1-------------------384 FT EXISTING STATIC WATER PRESSURE 81 PSI PRESSURE SUPPLIED BY BOOSTER PUMP 26 PSI SYSTEM DESIGN PRESSURE 107 PSI PEAK IRRIGATION DEMAND 64 GPM ELECTRICAL REQUIREMENTS FOR BOOSTER PUMP MOTOR 240 VOLT, 1 PHASE, 3 HP, 1750 RPM, IS PROVIDED UNDER ELECTRICAL WORK, REFER TO ELECTRICAL ENG. DRAWINGS FOR ADDITIONAL INFORMATION. PROFESSIONAL MEMBER AMERICAN SOCIETY or IRRIGATION CONSULTANTS Danl■I Scalltllr Numblr. PR1054 Dale: UNAUTHORIZED CHANGES AND USES CAl/l10N: SCAIJTER IRRIGATION ENGINEERING, INC. WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USE OF THE IRRIGATION PLANS. ALL CHANGES TO THE IRRI- GATION flLANS MUST BE IN WRITING AND MUST BE APPROVED BY SCALITER IRRIGATION ENGINEERING, INC. ;~t, ---"i)cc--+--'I:" > I 4" ..... -✓ ' ', N • '• • • 126 ~ 'ji!. «.;=.-; ,, CJ 127 \ ·~off oad '{9 ~~~-::.lfanifold 70ft :::29~'4-.. 43 Main 44ft to CONTROLLER 'D' IRRIGATION CONTROLLER 'D', RAIN BIRD ESP-MC40 SERIES, 40 STATION. CONTROLLER TO BE ENCLOSED IN A "STRONG BOX" VANDAL RESISTANT CONTROLLER ENCLOSURE. CONTROLLER AND ENCLOSURE TO BE PROVIDED AS A COMPLETE ASSEMBLY AS MANUFACTIJRED BY PACIFICAL TECHNICAL SERVICES, TELEPHONE (800) 427-0779, MODEL NUMBER CA5-RB1-40-RRA/MVP/RSP GROUND CONTROLLER WITH 1/2" BY 5-FOOT GROUND ROD. 110/120 VOLT POWER STIJB-OUT AT THIS LOCATION UNDER ELECTRICAL WORK. REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. LOCATE ALL IRRIGATION MAINS OUT OF R.O.W. TYPICAL KEY MAP ,:~I~ ~~!:~''.:.!N~: G INC 902 AARON DRIVE REDLANDS, CALIFORNIA 92374 (909) 794-5B11 FAX (909) 794-5873 \ Main 19ft off 17 - •· OOto edge f brow,;:di!fh-.;;.a __ --\ ·INi/'}J '·-'""' l---"'t'""-17ft to .. \ I Feiice <t fl to edge brow ditch IRRIGATION SYS1EM CALCULATION METER 1 VALVE SECTION A14 FLOW J8 GPM SECTION HW PIPE TYPE IN. DIA. PIPE LENGTH Gl'N ACCUM. G.P.M PRESSURE LOSS ·c· INCHES PSI 1 150 PVC SCH 40 1.049 25 lJ1 3.J1 0.077 2 150 PVC SCH 40 1.049 25 3.31 6.62 0.279 3 150 PVC SCH 40 I.J8 25 3.31 9.9J 0.156 4 150 PVC SCH 40 I.J8 25 3.J1 13.24 0.27 5 150 PVC SCH 40 I.J8 25 lJ1 16.55 0.4 6 150 Pit SCH 40 I.J8 12.5 lJ1 19.116 0.28 7 150 PVC ciao, J15 2.02J 35 18.55 J8.41 0.42 MAIN I 150 PVC cla" J15 2.023 700 38.41 38.41 8.31 SUPPLY 140 e •K• 1.959 50 38.41 38.41 0.79 IRRIGATION MmR 1-1 3 BACKFLOW PREVENTER 1-1 10 FlTllNGS 1.65 GATE VALVE 0.04 MASTER VALVE 1-1 • 2.4 REMOTE CONTROL VALVE 1-1 3.2 EUVATION CHANGES 4 IDTAL SYS1EM LOSSES 35.27 PRESSURE NEEOEO AT FARTHEST HEAD 35 PRESSURE NEEDED AT P.O.C 70.27 STATIC WAlER PRESSLRE 130 SET PRESSURE REDUCING VALVE AT B5 IRRIGATION MmR 2 SYSTEM VALVE SECTION 84 Main 17ft to Iron Fence Main 3ft to ed f brow ditch 0\ -;o\ ... ? 1/2'" " ), PLAN SCALE 1"=40' 0 40 80 SECTION 1 2 J 4 MAIN I SUPPLY ,o HW Pf'E TYPE IN. DIA. 'C: 'INCHES\ 150 PVC SCH 40 1.049 150 PVC SCH 40 1.049 150 PVC SCH 40 1.J8 150 PVC SCH 40 1.38 150 PVC SCH 40 2.023 140 , -K-(D]rJB 1.245 160 ----------, PIPE LENGTH GPM ACCUM. G.P.M (FEEn 30 2.5 2.5 30 2.5 5 30 2.5 7.5 30 2.5 10 500 23 23 5Cl 23 23 IRRIGATION MffiRJ'-1 BACKFLOW PRE'IENlER 11 1 / 4' J FlTllNGS GATE VALVE MASTER VALVE l1-1t4'J REMOTE CONTROL VALVE \1-1,. _., ELEVATION CHANGES TOTAL SYSTEM LOSSES PRESSURE NEEOEO AT FARTHEST HEAD PRESSURE NEEDED AT P.O.C STATIC WATER PRESSURE SET PRESSURE REDUCING VALVE AT ' ft 8 1.2J 2.45 2.IJ 2.84 3.55 ~25 l83 3.83 4.08 CALCULATION FLOW 2J GPM PRESSURE LOSS (p51) 0.055 0.199 0.111 0.19 2.J 2.77 3.2 10 0.84 0.1 2 2.5 2 26.27 35 61.27 71 NtA y (11/, 0.9J 1.B5 1.61 2.14 2.29 6.05 REFER TO SHEET L-7 FOR IRRIGATION LEGEND & NOTES REFER TO SHEET L-8 FOR IRRIGATION DETAILS, REFER TO SHEETS L-9 AND L-10 FOR IRRIGATION SPECIFICATIONS. ENGINEER'S SIGNA nJRE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DA 1E APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" ,~ ', "#(,ldtuv ~ ·-'S ·()?-; TITLE t-/;t;&ad-DATE INSPECTOR µ.7::-26!!;;-9~9+--j--..!F~IN.!!:A~L~PL,!:!A'..!:,NS"---------,-,-ir--i-. ~1 CITY OF CARLSBAD ~ ~ PLANNING DEPARTMENT ~ :====::'..c============:::=======i ''AS BUIL TSn MARIANO DA"TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA "TE INITIAL DA "TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. CHKO BY: --CT 97-14 RVWO BY: I DRAWING NO. 367-2L I . 1 02 03 104 5 . 12ft:, fcdi'b \N~. PROFESSIONAL MEMBER AMERICAN SOCIETY OF IRRIGATION CONSULTANTS Dani.I Saallltlr Number: PR105A Date: THRUST BLOCKS CONSISTING OF A MINIMUM OF 1 CUBIC FOOT OF CONCRETE (2000 PSI) SHALL BE INSTALLED AROUND MAIN UNES 3" AND ABOVE AT ELBOWS AND AT POINT OF CHANGE IN DIRECTION. TYPICAL PER CITY OF CARLSBAD LANDSCAPE MANUAL. r NOTES: 1. ALL MAIN LINE TO BE INSTALLED AND TESTED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHICH SHALL BE A PART OF THE IRRIGATION SPECIFICATIONS. UNAUTHORIZED CHANGES AND USES CAUTION: SCALITER IRRIGATION ENGINEERING, INC. WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USE Of THE IRRIGATION l'I.ANS. All CHANGES TO THE IRRI- GATION Pl.ANS MUST BE IN WRrTING ANO MUST BE APPROVED BY SCAUTER IRRIGATION ENGINEERING, INC. ;_:~I~ ~:~~~.:l~! ... ~N= ING 902 MRON DRIVE REDLANDS, CALIF"ORNIA 92374 (909) 794-5811 fA)( (909) 794-5873 INC @Corner of Fence -lot #133 1 j;IJ I ~ \ \ \ ~ \ -{f;, "-· 1 ~'!l:2'' i5 \ •' \ ·j i.3\ 40ft. to tower \ ALL VALVE NUMBERS ARE PLAN @ TIME OF COMPLET \ Main 40ft to lt:Qn Fence ':>ii7' \ Main 3ft to edge ~f brow ditch ~ \ ~ "1," Ma "fold 10ft. o e ' \ /C,1 \1/2 ofco G·. J 11£:M.,k "'-~ ~--~·,,.,,,,.,,/:'.7· '. ------ -h ( -~-:';.:.,J.,,,,:! --- ,, ~ F· ~ g ,,,,,,IL-= 1,1;7; I ' ,,__ ! - \ ain 3ft to edge f brow ditch \ ::...:----Subdivsion Boundary/ PL------------_.::::.~?~::=-~------__.. \ REFER TO SHEET L-7 FOR IRRIGATION LEGEND & NOTES REFER TO SHEET L-8 FOR IRRIGATION DETAILS, REFER TO SHEETS L-9 AND L-1O FOR IRRIGATION SPECIFICATIONS. KEY MAP SECTION 1 2 3 4 5 MHN I SUPPLY IRRIGAllON METER 7 HW PIPE T't'PE ·,: 150 PVC SCH 40 150 PVC SCH 40 150 PVC SCH 40 150 PVC SCH 40 150 PVC SCH 40 150 PVC SCH 40 140 -K ~er IN. DIA. INCHES\ 1.38 1.61 1.61 2.023 2.#9 2.982 1.959 SYSTEM VALVE SECTION G15 PIPE LENGlH GPM ACCUM. G.P.M IFEETI J5 6.7 8.7 J5 6.7 1H J5 6.7 20.1 J5 6.7 26.8 10 24 50.8 1400 51 51 50 51 51 IRRIGATION WATER METER !2"l BACKFLOW PREVENTER FlTTINGS GAlE VALVE STRAINER ., MASTER VAL VE 2 REMOlE CONlROL VALVf. 0-1 2· ELEVAllOO OIANGES TOTAL S'ISlEM LOSSES PRESSURE NEEDED AT FARffiEST HEAD PRESSURE NEEDED AT P.O.C STATIC WATER PRESSURE SET PRESSURE REDUONG VALVE AT CAI.CULATIOO FLOW 51 GPM PRESSURE LOSS IPSll 0.105 0.18 o.38 0.213 0.079 4.25 1.33 2 10 0.1111 0.08 0.85 1 3.9 -2.2 23.15 J5 56.15 8& 75 V flt/a 1.# 2.11 3.16 2.67 3.46 2.34 5.42 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED PLAN SCALE 1 "=40' 0 40 80 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING -AREAS. 160 REVIEWED BY: l.~ ENGINEERING PLANCHECKER DATE INSPECTOR DATE 7-26-99 FINALPLANS ~ CITY OF CARLSBAD ~ l-------1----1----------------4---+--+----+---1 ~ PLANNING DEPARTMENT ~ ;:=='....':::::::=========-=====: "AS BUIL TS" MARIANO A~~°;>-Z....,,,,t.._, _______ Z.-/2-:_QJ_ ASSISTANT PLANNING DIRECTOR DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY:~-CT 97-14 367-2L RVWD BY: