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DWG 336-3L; PIP 93-02A; CALLAWAY GOLF; 01-24
ROAD VICINITY MAP Rutherford Road LOCATION MAP PLANTING AND IRRIGATION PLANS FOR: CALLAWAY GOLF TEST RANGE FACILITY OWNER: BAY STREET NUMBER 10 LTD. A DELAWARE CORP_ C/0 CALLAWAY GOLF COMPANY 2285 RUTHERFORD ROAD CARLSBAD, CA 92008 {619) 931-1771 LANDSCAPE ARCHITECT: VAN DYKE & ASSOCIATES 2741 FOURTH AVENUE SAN DIEGO, CA 92103 (619) 294-8484 KEY MAP 1"=100' CITY OF CARLSBAD REQUIRED GENERAL NOTES: NORTH THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSUL TANT (619-438-116'1 E'.';{T 421.1)172 HOURS (THREE WORKING DAYS), PRIOR TO STARTING CONSTRUCTION. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.SJ. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE APPROPRIATE WATER DISTRICT. 7 I I I I I I I I I \ ,,. / I I I i ;, I ' \ \ . r--✓-·y' '~·-,, & '· \ ' ,.... SHEET INDEX \ COVER SHEET 1 l__ TITLE SHEET (C,M.W,C7,) 2 PLANTING PLAN 3 \ PLANTING PLAN 4 PLANTING NOTES & SCHEDULE 5 PLANTING DETAILS 6 ~/ PLANTING SPECIFICATIONS 7 ' PLANTING SPECIFICATIONS 8 \ IRRIGATION PLAN 9 IRRIGATION PLAN 10 IRRIGATION NOTES & SCHEDULE 11 ' ' IRRIGATION DETAILS ·12 ' IRRIGATION DETAILS 13 \ IRRIGATION SPECIFICATIONS 14 ' ' ' IRRIGATION SPECIFICATIONS 15 i i IRRIGATION SPECIFICATIONS 16 ' HARDSCAPE PLAN 17 ) HARDSCAPE PLAN 18 CONSTRUCTION DETAILS 19 / J--TITLE SHEET 20 ~ MAINLINE LAYOUT 21 IRRIGATION LAYOUT 22 IRRIGATION DETAILS 23 IRRIGATION DETAILS 24 I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THJ\TTHE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE-CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: -1 INJGVa,,.,.l27!== DATE: -:t-\ l" \q+ PREPARER VAN DYKE &.ASSOCIATI:S 1\PI)l~O VED F'O R PLA N'l'l N~~ ANI) II~RIGA'I'lON ONLY, lNCI.JJI)ING PRECISE l.C)C:A'l'lJN OI1' PLANTING ARF;As. TiTLE INSP[CTDR BLJl I T" ---------- DATE ALL REDUCED PRESSURE BACKFLOW PREVENTER SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL 438-0218 FOR A LIST OF CITY APPROVED TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR. SUPPLYING A COPY OF THE TEST RESULTS TO THE CITY DEPARTMENT OF UTILITIES AND MAINTENANCE, 405 0AK STREET. 3/5/18 ... MH ___ n'--CONSTRUCTION CHANGE ADDED SHEETS 20-24 OWNER SHALL PROVIDE CONCRETE MOWSTRIPS BETWEEN MOWED TURF AND GROUNDCOVER, AND BETWEEN MOWED TURF AND WALLS PER MOWSTRIP DETAILS, SHEET L-15. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING BUILDING AND PLUMBING PERMITS PRIOR TO COMMENCING WALL CONSTRUCTION AND IRRIGATION INSTALLATION, RESPECTIVELY. EtJGINEER or WORK/ . :_-::::_-__ -______ ----. -t ---~--I ··-------------------. --.. r---------+---+---+ I -··--·-----t-- ..... -------f---- ---·---+--·-.... ) ... I . ···-·····---- -------· ·-· ........ . REVISION DFSCRlf> rlO~J Iii w :c en a: w > 0 -------------------------------------------------------------------------------..11() C.M,.W• D. ~o -C, 7t;,i.. . -·. -A ..... .------- \ I I GENERAL NOTES RECLAIMED WATER NOTES I. 2. 3. 4. 5. 6. 7. 9. 10. I I. 12. 13. 14. 15. 16. 17. 18. -,:\s 19. 20. 21, .>1( 22. *23. - 24. ALL WORK ~HALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICTS CARLSBAD RE!YLAMATION RULES 8. REGULATION$ FOR CONSTRUCTION CF RECLAIMED WATER MAINS' DATED--c;c:n;,ee,:p;:_ !"1'1"? ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC. SHALL BE PROTECiED FROM SPRAY BY RECLAIMED WATER. NO PONDING, RUN-OFF OR OVER-SPRAY IS PERMITTED. HOSE BIBS ARE STRICTLY PROHIBITED. ON-SITE CROSS-CbNNECTIONS BETWEEN RECLAIMED WATER LINES ANO POTABLE WATER LINES IS STRICTLY PROHIBITED. NO SUBSTliUTlON OF PIPt: MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALLON-SITE PIPES SHALL HAVE WARNING TAPE P!cR CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. THE IRRIGATION SYSTEMS SHALL RUN BITWEEN THE HOURS OF IOOOP.M. ANO 6:00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE: AT A OIFFERE:NT TIME) WITH QUALJF!ED SUPERVISION A::RSONNEL a-I SIT£. PROVIDE AMINIMUM OF AT LEAST 18 INCHES OF CCNER OVER ALL WIRING AND PIANG. PRIVATE LOTS SHALL BE PROTE:CTED FROM CONTACT FROM RECLAIMED WATER, WHETHE:R SY WIND BLOWN SPRAY OR BY ClRECT /\PPLICATION,THROUGH IRRIGATION OR OTHER APPROVED USE: LACK OF FROTECTION, WHETHER 8Y DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHISITED. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET, AND PRIVATE LOTS. QUICK COUPLING VALVES ~HALL HAVE A SPECIAL CCIJPLE KEY PER CARLSBAO MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR•COOED (PURPLE) AND LAID WITH WARNING TAPE PER THE: CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. All POTABLE WATER AND RECLAJMED WATER PIPING SHALL BE INST AL LEO WITH THE STENCILING ORIENTED TvWARD THE TOP OF THE TRENCH. . WHEN A POTABLE WATER LINE AND RECLAIMED WATE:R l.lllE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED W !THIN A PROTECTIVE' SLE:1:VE. 11-IE SLEEVE SHALL 00£ND IO FEE:T FROM EA<.:H SIDE, FROM THE CENTER LINE OF POTABLE UNE, FOR A TOTAL OF · 20FEET. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTA8LE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TlMES. THE POTABLE LINE MUST BE INSTALLED ABOVE TH£ RECLAIMED LINE. A MINIMUM OF 12 INCHES Of VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES; DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER !)STRICT ENGINEER AND/OR THE SAN DIEGO COUNTY DEPARTMENT Of HEALTH SERVICES PRIOR TO ANY USE OF RECLAIMED WATER, QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHAU. CONFORM TO T nc FvLLOWING, A. QUICK ~COUPLING VALVES SHALL BE I INCH NOMINAL SIZE NELSON £/645 WITH BRASS CONSTRUCTIOO AND A NORMAL WORKING PRESSURE OF 1;,0P.S.I. OR RAIN BIRD 1/44 NP. . B. C. D. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OP£RATED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING THE VA• VE. 1HE COVER SHA1..L BE Pf;RMANENTt.Y ATTACHED TO THE QUICK· aJUPLING VALVE. IT SHALL BE FUF<FLE RUBBER OR VINYL. LOCKING COVERS ARE REQUIRED. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT Of H£ALTH SERVICES. COPIES OF INSPECTION REPORTS WILL SE FORWARDED TO THE NuN- INSPECTING PARTY. D':Vl:LOPER SHALL SHON THE LDCAT!ON OF R. C. SIGNS " 00 NOT DRINK" ON THE SI: PLANS. AN ON·SITE USER/SUPERVISOR SHALL BE DESIGNATE(, IN WRITIN(;... THIS INDIVIDUAL SHALL BE FAMIUAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WliH THE BASIC CONCE;PTS OF BACKFLOV'//CROSS-CONNECTION PRi!lEC11UN, AND THE SPECIFIC REQUIREMENTS a= A RECLAIMED WAT ER SYSTEM. <:opu;:s OF mE DESIGNATIOt:,_I l'.l:fTH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO CVVNTY DEPARTMENT OF HEALTH SERVICES AND CARLSBAD MUNICIPAL WATER DISTRICT, IN CASE OF EMERGENCY CONTACT u,o &tf?,A.S//..i,.,./ @ (il'f -'f?..'f· Z.l,'¼ (FILLN) (NAMEl (TEL. NO.) OR AFTER HOUfiS CONTACT 1,.£0 G!l:A'71/..L./ @ {d'I-·1z4:--Z."!,"!O (FILLIN} (NAM£) (TEL.NO.) :TEMS N0'5 8, 19 b 23 SHALL BE REQvlRED .JUST f-hlJh TV THE ACTUAL IJSE OF RECLAIMED WATER. ITEM N'.J 22 THE SIGNASE PLAN SHALL SE A f-ART OF THIS LP. BUT THE ACTUAL Sl<,NS 6. TAGS WILL llt INSTALLED ,JUST PRIJR TO ACTUAL USE OF Fl.C. WATER. SHOW All PUBLIC 8. PRIVAHi P,t)TAE!LE WATEf< MAINS ON IMf-f..OVtMt:rff PLANS. t r -~ LOGO r fl_lf;.:flE BACKGROUND 36,. r t" ~Ct(. LETTERS N.T.S. WARNING RECLAIMED WATER DO NOT DRINK REC LAlMED WATER AV!SO·AGUA IMPURA NO TOMAR (SIZE) 12" X 36" -·•-··-t--------' .060 ABS PLASTIC OR STICK· ON 1" E:l-l>CK LETTERS VINYL SIGNS ALSO .. 016 AWMINUM 2" B!.ACt'-LETTERS TYPICAL SIGNS II. RECLAIMED WATER SYSTEM (PRIVATE) CALLAWAY Gale 1{J .. IE SlGNAGE NOTES 5825 I 5860 DRYDEN PLACE THE FOLLOWING GUIDELIIJE:; FUR THE USE OF RECLAIMED WATER ARE ·10 BE PERMANENTLY POSTED INSIDE THE OOO(l OF EACH CONTROLLER WHERE THEY ME EASILY VISIBLE. PLACE ON H-1/2"X I!' SIZED SIGN, COLOR: PURPLE BACKGROJND WITH BLACK LCTTER!l\'G, L GI IIDEI INFS FOR RFC! AiMFQ WI\IFR \ISf · l. IRRIGATE BETWEEN THE HOURS OF JO:OOP,M. AND 6•00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNELON·SITE. NO SYSTEM SHALL AT AN.Y TIME BE LEFT UNATTENDED IXJRING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT Will MINIMIZE: RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOi EXCEED THE INFILTRATION RATE Of n-lE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WIH\ THE LOWESi SOIL INFILTRATION RATE PRESENT, THIS PROCEDURE: MAY BE FACIUTArED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, Q.E., EMPLOYINC~ THE REPEAT FUNCTION TO BREAK UP iHE TOTAL IRRIGATION TIME INiO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3. ADJUST SPRAY HEADS TO ELIMINATE DVERSPRAY ONTO ARl:AS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS ANO LOTS, ANO STREETS AND SIDEWALKS. --1. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVE!i., ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPAt<ENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS 8AS1S Of THE PRESENCE Of RECLAIMED WATER. PERSONNEL MUST BE: INFORM::D THAT R.C.WATER IS MEANT FOR IRRI. PURPOSES ONL)' AND IS NOT APPROVED FOR DRINKING Fl.RPOSES, HAND, TOCT.., WASHING, ETC. GIVEN THE: HIGH TURNOVER RATE OF EMPLOYEES IN THE L.ANDSCAP:NG INDUSTRY, IT IS IMPORTANT THIS lNFOR· MATION BE DISSEMNATED 00 AN. ALMOST OAJLY BASIS. IT IS YO<.!,. THE LANDSCAPE COl'iTRACTOR WHO IS RESP_ONSIBLE FOR EDJ1.,ATING EACH ANO EVERY Ct,JE OF YOUR EMPLOYEES. 6, 08iAIN PRIOR APPROVAL Of ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES. SUCH CHIING(S MUST BE SUBMITTEO_TO AND APPROVED BY, THE DISTHICl ENGINEERING OPFl(;E AND DESIGNED IN ACCORDANCE WITrl DISTRICT STANDARDS. ., __ :.,~~--'. ... ,:..;__....,, ~ :; --~f':f-:<···· .. : ; ;~:;'.:;:;:: ~~-:-----::c;.;;.:;.;: . :.~::-:·:",,:-3::. ·•-x~~ __ ,··--:-: · ;!f !1 ii' . :._cI_._,. ' ;.;::5:~,~- SHEET TITLE SHEET NUMBER TITLE SHEET I IRRIG. LEGEND 8. NOTES 1 l ' IRRIGATION PLANS q,ID IRRlGAflON DET/\ILS 11..,1~ 7 7. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. KEY MAP 8. A. 8. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4': PURPLE IN COLOR WITH THE WORDS 'WAljNl;,JG BFCI A'MFQ IYq,IER·QO r:JOT DRINK'"tMFRINTEO CN ONE SIDE, AND AY•SO· AGVA IMP\!RA • Nf A0{'1J~· ON THE OTHt:R SID£.· IMPRINTING H L I: PERMANENT ANO BLACK IN COl.OR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR AP.OROVED EQUAL, ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: I. z. 3. ATTACH TO VALVE STEM DlRt:CTLY OR WITH PLASTICTIE·WRAP OR ATTACH TO SOLENOID WIRE DIRECTLY OR WITH FLASTIC 'l"IE·WRAP Q!1 ATTACH TO VALVE COVER WITH EXISTING VAl.VE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EOUIPMENl" SHALL 8£ IDENTIFIED WITH A SIGN BEARING THE WORDS ''REQAIMEQ WATER USED FOR IRRIGATION'" IN ENGLISH AND SPANISH, WITH BLACK LETTERS I' H:GH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSVNtlEL UTILIZING THE EQUIPMENT. INSPECTION PBQ~EQURES I. ~ity Con'jff1JCli9n ln5pecrion Sholl Include: A. Locorion of pipe lines. B. T rencti depth. C. Required separoTion {Ho<i,onTolly ooo Vertically). D. Pipe identification. ( p.o.c:s) Points ol ccmecticos. E. Location and identification of Sp<inKler heods. F. Warning ~igns or th~ site ond on the rn..)(:k.s houlinQ recloimed wcler(if reclaimed water is used fo, construction). /ln approval lctJer regor<lin9 the inspeclio,, at !he project Sholl be obtained irom lhe cily und th• district, ood be forworUed lo lhe county health depanrnen1 prior to final inspecliO!l. owo,ol. Dis1ricl Final Inspection Sholl Include: A. Covero9e rest, oiler c~rnpletion of the sprini\ler sys tern, to d~termme the odeq'JOCy d. coveroge· ()(l !he oppro...,~d use oreo and protection of orea'S not opprovE:d f0< recei'ling r~clc1imed woter. B_ WorninQ signs end lobth. C. Quick coupling 11otees. D. All aspect• of 1he irriQalion conditions including windblown spray, runoff I o.nd ponding. · E. Required protection of oil residenliol oreos. F. Required protectioo of wells, sfreorns, reservoirs, etc. G. Cros•• comecrion. Annual lnsf)<!Clion Sholl Include: A complete inspectiO!\ which should c""er port A and part 8/'-l{D Fl"-Ri f. of the dis1ric1s tinol inspection. DECLARATION OF RESPONSIBLE CHARGE Ai£ WARNlNG RECL/!JMEO WATER DO NOT Dfi!Ni<. AVISO -AGUA IMPUfiA NO TOMAR l HEREBY DECLARE n-tAT I AM ~ OF WORK FOR THIS PROJECT, THAT l HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 67D3 OF THE 8lJSlNESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNOERSTAND THAT THE: CHECK OF PROJECT DRAWINGS A.~D SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO CMTY DEPARiMENT OF HEALTM SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELl(VE ME, AS l. .A• Of: WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAMES 8. ADDRESSES: PH~@ %f;?~@pf¾n, C6 9~/o 3 1":::100' NORTH LEGEt-~D : Rutherforn' fload ~----- NORTH Yicinit y Map r ---~--...,-,,, -;,,.. ___ .:;R::.;F~Gl.:::,ST:.:R.::./\.::.".::.ION:.:;__TN'.';'.0__::'S'==/"'.::,0~~2-~_ =======:.....:E-!:.X!:;Pl~R~AT!_!l:::'.ON~D!f_A'.!_T;:;;e;, '"/<,,, Re-,isions rnusl oe approved oy Public Heolitt ...,, Engineer, C1fy Eng1nttf 8. 01'Sfrict Engineer ~--.... · CARLSBAD MUNICIPAL Wll.TER DISTRICT r----~or_i-::o':-:':-:o:-:•m:-:o::-••~'"--=""'ccc,c.:irn"-'i"-n'_·aecclct:.:.. ----------.....l-D_A_T_E_P_L_A_N_P_R_E:_PARE'): . 7, -24-1¢- ,V~? E. Aj;;o," } ,/ ✓ 0/ 1-:::,----0-•S-;T~R-•C-=--· :-:' -:--:-A_P_P_R_o_v_E_o __ c_H_A_N_GTE _s ------.!.-----------'=BE N .:; H 1/. ARK BY: /11. f' lltt.U ta" X 18" SIZE .016 ALUMINUM,.050AUS PLASTIC OR STICK-ON VINYL SIGNS. (/QC, 1,,..,..'\_ "14',lrd -, '-,,, LLfAP '"'-· $-Z.i/•'lf ~-Docnption Apprav~d Ootllal 1< rWm~'n,ll'lllo\ \ WlL'-¥'-¥, E:c. FL!J!"ll'IER. -DATE I CONTRUCTION CHANGE ADDED SHEETS 20-24 ----_-s7 o .. c"o"""--··· _J N R.C.E. '2-€17~ Pl':>Tf2.,::::'r l=NG!ri5E r---------..;..:.__!__;__;_~:...:.;..:-=-:.....1...::.~-t----~---------------lf------..._;-_ _j I. a c Ii tio•1 ,r ~ ffi_ CfUII.U1EALTH DEPARTMENT :~~4----s-u-ry APPROVED BY: DATE r-t----------------J--....'......-i,..... _ __J R ff Cord FrQm ____ . r-t----------------J----i----___:___j E lov d 110 n _________ Ollt1.1m --·------- SEE SHEETS 20-24 FOR REVISIONS "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE 5 "•"' CITY OF CARLSBAD Jn/ 'r~ £ yr PLANNING DEPARTMEl'iT ,..-sno,·, CARLSBAD MUNICIPAL WAT~R Vi: TRIC1~ PRIVATE (ON SITE} RECLA!ME'.J W -fR24 SYSTEM FOR: ~ ~..>-/'--I-\::: ~ CALLAWAYGOLF 6 ~ YOEN PLACE A.P.N.: 212-891-04 & 05 APPRO 1r -+:!,.A'--=-----~-~o/.,____ ~ ASS!STAN: P',ANNING 0\RE:CTOR o.,, ~ r-7:-,h:-:-, ~-~-:-p---J;;;;~;~~ ;;;~~-~ --------....i..c.-M-.w-.o-_~;..,..:..10_s_N_o __ l.;ct~o'."""_-::c::-.:;-::;5e.~..1-----...I / I \ 0 0 0 ' ., • i . ' . .., • I • l+-H-+-11 ♦ •1 I fr1-t-t-+-+,, • 1 0 "-7·--- \ ./ --L~T- T~s;. (lYP-) 0 /~"" -(-~ ~ / - .i ' • . . . , .. -. \ l''lP-t..=~ ~1~!;.. 5ei~. i i 1'6 / • 0 f ! } J i I i ; ,,.,..---..J ! I rtt; i ! / ' r j . ! j I ! j ' i . ' . •• • .... •• • 0 , . , ," • ...... ------+----- __ _?!'. ~~ L._INITIAL ENGINEER Of WORK ,_/ ----£ ·-·~ --.. ··-._ _. /o : <'. \..J \ ~ ~ VAN DYKE MSSOCIATES T -_,,.- ...,--,...------~T""' ... •: .... -...,....-2!-41 F!>t1trh ,\y•~V'!I --., w-:., -~--.,. S'){l Oi-,go. (;<1hf,::irr,ia 9Z103-n205 .., 6192'J.<1-84>l,i;.•F;,,,;S(..i:-Qij~!j NaiTI-{ APP.ROVED FOR PLANTING i\ND IRRIGATION ONLY, 1 NCLU l) I NG PRECISE LC)C:,'\1'ION Or' PLAN'l'ING AREAS. i}~ff INITIAL DATE INITlAL REVISION OF.SCRIP ,ION nn1[R APPROVAL CITY APPSOVAL 1'\oTJ:;:;: t=.><TErlP th-PF=b - ~DW·W~'S!DEcFflitt:;I:: ~ . .A..Y-./'_..._·_,._,,,____/__.~.._,,,, KEY MAP 1"~400· ® NORTH ORIGINAL SCALE: 1" = 20'-0" "AS BL ITI T" .I' .•.• --------- TITLE __ _ DAT[ RF.VIF\./ED BY, INSPECTOR Jlt.TE r z c.t ...J 0. C, z -1-z <( ...J 0. • 0 • • . . . ( ) \.__. .. 0 ~ 1.7 :;' c;,c,-., _ "-"'-~-"'"i~~'.:>~~1tJ!l: l':5 1 o e,,., I"'-Teo pe,-./CE µ; ~·p. i-J(OF<'-':,€£D r'IIX.i-1 fl=f2... l..FGE:1"1D 4o I~~. .6'o,c;.. 0f7 I (:¢,.L-. j,Z.• o.c., • 11 6~. 14- 5c:iAv, <£18 I~. 1-z ·o.c:, h7 I~- ~'cc.G. let 5<.':lb,J,.... 15'0.C. ·, ~ q; qt>-\--• • -, / o.c,.. -, t4"0:=-< 1-Z.S I Gi,1)-l,,. 4-'o,c, e> :z4"e,,.;< 1S 16(.oi.... y!C>t.£f1~f'!a.T YI He- E, To n=r-l= Y/E:URt-lM TINt..-1<; 1 F'of.'-1~771-ll"l' i"cY NP l--Er\F [...A.j i<USTI Nu S 11 PLl~ 11 PtJ. ~---..._.------,,-......,_, C.o~MA i"I/ZF.1I ~ . +.i.c .'}-! I'--..~-~_,. - f,l '( M e+k, ~ f" oiz.J t1 f\.,<'>"/ur1 ~l!!ll!T~~ M J i-1 t..erl~~I>-t.-1~ Ol-le!Ml!,f2! 4'C,C,, 11-W FoJ t-"'i <f.f~~;b ( "'-If£ 1f!l711/IPL)II.L. I ~I).(..., P'LP-i-Jf1f-l/.;-; />if--f:A'v fcf--Quo,-frrnff-:> ), 13 10.c. t1-yt1v:;, <::.e>t-O~TJ:> 1,:'.H,J.{~I f'i!-1~ '!;I> (~a 1t-lD1,11~1.., Pl.Piln~L1 A-~ IC=jl>-L-, ft> r-Q LlPt-11 rr I E::a). ,;-'o,cc. t1 I ~P.."'J·rt.\uS Si~~!:ale>' .:;~1~J-:_l e, z_~e,~ utf?Ps~ ( ,;,.l!J!. I rlD 1-J iDt./i>I.,, PIP-1-fr11-l6J ~ f'ci2-6iJAl.h1nf:.:W. • /11:Z.. • • • . •• . .· • . . . • .. .... ,,,...... .. ... .. . ·, .... ,'\ --;,· .....,..,Ooo c a ~~ 1:ii, £5" OATE INITIAi_ ------- VAN DYKE &J\SSOCIATES .... --.... -."" ........ ...,--._-...,..-.,..,,. '27'11 l'°Qt;rttl A'fflf1\iit ........ :~:-:•.,... Sar, Oit:t,,i. Ca,Mo,n.a92103-62QS -_• 619 '2'J4-64!J4t FAX !i7<1-0fi26 NORTH AF)f>ROVED FOR PLANTING 1\NI) JI{RIGATTON ONLY, INCLlJIJINC; PRECIS:E I.OCATION Or' PLANTINC; AREAS. DATE INITIAL DATt INITIAL ENGINEER or WORK REVISION OESCRW f!ON OlHLR APPROVAL CITY APPROVAi KEY MAP ® 1":; 400' NORTH ORIGINAL SCALE: 1" ~ 20'-0'' "AS BUII_T'' rnu Rl°_VlE. 1,iED BY, iNSPECTDR DTE -----------------------------------------------------------------------------------------~~,.,_""'.,._ .. .,.._ .. a.. ---------------------------~--------------------------------------------------------------------------------------------------·-· PLANT LEGEND: TREES: SYMBOUABBREVIA TION: BOTANICAL NAME: +' I EUCALYPTUS ! EHMANNII ,, '- SHRUBS: SYMBOUABBREVIATION: 0 0 0 0 0 0 0 EUCALYPTUS $IDEROxYlON HYMENOSPORUM FlAVUM TIPUANA TIPU TIPUANA TIPU BOTANICAL NAME: ACACIA REDOLENS CEANOTHUS 'JOYCE COULTER' CEANOTHUS 'SIERRA BLUE" COTONEASTER LACTEUS MALOSMA LAURINA NERIUM OLEANDER "MRS. ROEDING' PITTOSPOAUM CRASSIFOUUM 'NANA' SYMBOUABBREVIATION: BOTANICAL NAME: ... CISSUSANTARCTICA CL YTOSTOMA CAWSTEGOIDES ORNAMENTAL GRASSES: SYMBOUABBAEVIATION: BOiANICAL NAME: I 111111111111111 I I I I I I II 11 ™W Nx><: GRASS SYMBOUABBREVIA TION: I ·. . . . -. . :I I.. . . ... -.. , . . . . --. . . . . ; . . --.. ·-. . , .-·,.· I::·:·.· .. ·, • • • ,0 • • • • r HYOROSEED MIX #1 SYMBOUABBREVIATION: ELYMUS CONDENSATUS'CANYON PRINCE' MISCANTHUS SINENSIS 'ZEElRINUS- MISCANTHUSTRANSMORRISQ\JENSJS MUHLENBERGIA CAPIUARIS MlJHLENBEflGIA UNDHEIMERI PENNISETUM SETACEUM 'RUBRUM BOTANICAL NAME, A<?ROSTISSPECIES CYNODON DACTYLON 'TIFWAY2' FESTUCA VARIETY 'SHORT STOP' CYNOOON DACTYLON BOTANICAL NAME: ALYSSUM SAXffiLE COMPACTUM CISTUS SALVIIFOLJUS EL YMUS GLAUCAUS 'BERKLEY ENCEUA CAUFORNICA ERIOPfNL.llJM CCNFERTIFLOAUM ESCHSCHOLZ!A CAUFORNICA FESTUCA RU8RA 'MOLATE' OENOTHERA HCOKERI LASTHENIA CHRYSOTOMA LJMCt-lllJM PEREZJI UNUMLEWISII LIJPINUS SUCCULENTUS SISYRINCHIUM BEWJM STIPA PULCHRA TOTAL SEED: COMMON NAME: BUSHYYATE RED IRONBARK S\',EETSHADE TIPUTREE TIPU TREE {PLANTED IN BOX) COMMON NAME: NCN NCN NCN PARNEYCOTONEASTER LAUREL SUMAC OLEANDER NCN COMMON NAME: KANGAROOTREEBINE VIOLET TRUMPET VINE COMMON NAME: ZEBRAGRASS EVERGREEN EULALIA HAIRY AWN MUHL Y NCN RED FOUNTAIN GRASS COMMON NAME: CREEPING BENT GRASS HYBRID BERMUDA TURF-TYPE TALL FESCUE COMMON HULLED BERMUDA COMMON NAME: BASKET OF GOLD SAGE-LEAF ROCK ROSE ElEAKlEY BLUE WILD RYE BUSH SUNFLOWER GOLOENYARPf.Yl,I CALIFORNIA POPPY CRE.EPN3 RED FESCUE CALIFORNIA EVENING PRIMROSE DWARF GOLD FIEl.OS SEA LAVENDER BLUE FLAX AROYO LUPINE BLUE-EYED GRASS PURPLE NEEDLE GRASS INCLUDE TttE FOLLOWING IN A ONE STEP APPLICATION: ,iD.SLBSiACRE BULK SEED (ABOVE) 2000 LBS/ACRE CELLULOSE WOOD FIBER 160 LBS/ACRE BINDER, SUC'i AS "M BINDER" 150 LBS/ACRE 16-20-0 FERTILZER 2 QUARTS/ACRE WETTING AGENT QUANTITY: QUANTITY: QUANTITY: QUANTITY: %PURITY: 95 90 90 40 35 95 95 95 50 70 95 95 95 70 SIZE: 5 GAL. 5GAL. 24" BOX 24" BOX 36" BOX SIZE: 1 GAL 1GAL 1 GAL. 1 GAL. !GAL. 5 GAL. 5 GAL 1 GAL. II SIZE: 5 GAL. 5 GAL. SIZE: 1 GAL. 1 GAL 1 GAL 1 GAL. 1 GAL 1 GAL. SPAONG: ASSHOWN AS SHOWN 30' o.c ASSHOWN ASSHOWN SPACING: ASSHOWN ASSHOWN ASSHOWN ASSHOWN ASSHOWN 7' O.C. 6'0.C. 4'0.C. 11 SPACING: 15' o.c. 15' o.c. SPACING: 4'0.C. 6'0.C. 6' o.c. 3'0.C. 4' oc. 5' O.C. DETAIL NO. COMMEtITS: 1 1 1 1 DETAIL NO. COMMENTS: 2,3 FULL,8USHY 2,3 FULL,BUSHY 2,3 FULL.BUSHY 2,3 FULL.BUSHY 2.3 FULL, BUSHY, UPRIGHT 2.3 FULL, BUSHY, TRIANGULAR SPACING 2.3 FULL, BUSHY, TRIANGULAR SPACING 2,3 FULL, BUSHY, TRIANGULAR SPACING 11 " 11 11 DETAIL NO. COMMENTS· 5 DETAIL NO. COMMENTS: 2,3 SAN MARCOS GROWERS (805) 683-1561 2,3 SAN MARCOS GROWERS (805) 683-1561 2,3 SAN MARCOS GROWERS (805) 683-1561 2,3 SAN MARCOS GROWERS (805) 683-1561 2,3 SAN MARCOS GROWERS (805) 683-1561 2,3 SAN MARCOS GROWERS (805) 683-1561 COMMENTS: GREENS & COLLARS PER Pl.ANS &SPECS. TEES & FAIRWAYS PER PLANS & SPECS. ROUGH AREAS PER PLANS & SPECS. ROUGH AREAS PER PLANS & SPECS. %GERM.: %PLS: BULK LB/ ACRE: 70 67 1 60 54 1 0 80 72 6 60 24 1.5 75 26 0.5 75 71 1.5 85 81 6 75 71 0.5 60 30 0.5 50 35 3 75 71 3 85 81 1 75 71 3 60 42 3 40.5 PLANTING NOTES 1. 2. PLANT MATERIALS SHALL BE SPOTTED APPROXIMATELY AS SHOWN ON THE LANDSCAPE DRAWINGS AND ARE TO BE APPROVED BY THE LANDSCAPE ARCHITECT BEFORE BEING REMOVE'O FROM CONTAINERS AND EXCAVATING SOIL FOR Pl.ANTING. ALL NURSERY 1YING MATERIAL AND MARKING TAPES SHALL BE REMOVED AT THE TIME OF PLANTING. ALL PLANT MATERIAL SHALL BE DELIVERED TO THE SITE WITH THE FOLLOWING: A. NURSERY TAG INDICATING GROWER NAME AND ADDRESS. B. TAG INDICATING GENUS, SPECIES AND VARIETY OF PLANT. 3. THE MAINTENANCE PERIOD WILL BEGIN ONLY UPON ACCEPTANCE OF THE COMPLETED PLANTED AREAS BY THE LANDSCAPE ARCHITECT. 4. AFTER GRADING OPERATIONS ARE COMPLETED, THE CONTRACTOR SHALL SUBMIT AN AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS OF THREE REPRESENTATIVE SOIL SAMPLES TO THE LANDSCAPE ARCHITECT PRIOR TO ANY PLANTING WORK. THE CONTRACTOR SHALL REQUEST THE LANDSCAPE ARCHITECT TO LOCATE THE THREE AREAS TO BE TESTED. PLANTING REQUIREMENTS AND SOIL AMENDMENT SPECIFICATIONS Slit-LL. ~ l'<\CP!FlW I IF~~.~ f?.t;\/le:tiJ Of~ l.6-µ,JA!,..~ . 5. THE CONTRACTOR SHALL PROTECT EXISTING VEGETATION OUTSIDE THE LIMITS OF GRADING AND SHALL BE RESPONSIBLE FOR REVEGETATION AND IRRIGATION, AT THE DIRECTION OF THE LANDSCAPE ARCHITECT, OF DISTURBED AREAS OUTSIDE OF DAYLIGHT LINES SHOWN ON GRADING PLANS. 6. ALL BOXED PLANT MATERIALS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. 7. THE CONTRACiOR SHALL BE RESPONSIBLE FOR BECOMING FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES ANO STRUCTURES. 8. COORDINATE PLANTING BEDS AND TURF AREAS WITH FENCE LAYOUTS. VERIFY LOCATIONS OF MOW STRIPS AT FENCES TO ALIGN WITH TURF AREAS. 9. CITY OF CARLSBAD FIRE PROTECTION POLICIES ARE AO DRESSED AS FOLLOWS: FIRE SUPPRESSION ZONE B-1; CONTRACTOR SHALL COMPLY WITH REQUIREMENTS FOR HIGH & MODERATE FIRE HAZARD SPECIES REMOVAL AS LISTED IN CARLSBAD LANDSCAPE MANUAL SECTION F.3.2 .. AREAS ON EXISTING SLOPE WITHIN ZONE B-1 WHICH ARE CLEARED SHALL BE PLANTED WITH MYOPORUM PARVIFOLIUM 'PACIFICA' IN 1 GALLON SIZE AT 6'0.C .. THE EXISTING IRRIGATION SYSTEM ON THE PERIMETER SLOPE AREAS IS BEING RETAINED PER THE IRRIGATION DRAWINGS. ZONE B-2: CONTRACTOR SHALL COMPLY WITH REQUIREMENTS FOR SPECIES REMOVAL AND SELECTIVE PRUNING, AND SHALL REPLACE ALL REMOVED HIGH FUEL SPECIES ON A 1 :1 BASIS WITH TRICHOSTEMA LANATUM AND SALVIA SONOMENSIS IN 1 GALLON SIZE. MIX SPECIES EQUALLY AND IN A RANDOM ARRANGEMENT. IRRIGATION IS PROVIDED BY THE EXISTING PERIMETER SLOPE SYSTEM. ZONE B-3: CONTRACTOR SHALL COMPLY WITH REQUIRl;;MENTS FOR SPECIES REMOVAL AND SELECTIVE PRUNING. NO ADDITIONAL PLANTING OR IRRIGATION IS REQUIRED. HYDROSEEO NOTES 1. FIBER MULCH SHALL BE DYED GREEN AND CONTAIN NO GERMINATION OR GROINTH INHIBITORS. IT SHALL BE A UNIFORMLY SUSPENDED HOMOGENEOUS SLURRY CONSISTING OF NECESSARY ADDITIVES, DYED GREEN, WHICH AFTER APPLICATION WILL ALLOW THE ABSORPTION OF MOISTURE AND PERCOLATION OF WATER TO THE UNDERLYING SOIL MULCH SHALL BE APPLIED AT THE MINIMUM RATE SPECIFIED. 2. WETTING AGENT SHALL CONSIST OF NINETY-FIVE PERCENT ALKYL POLYETHYLENE GL YCON ETHER OR EQUAL 3 ALL SEED USED SHALL BE LABELED AND SHALL BE FURNISHED IN SEALED STANDARD CONTAINERS. THE SEED MUST BE CERTIFIED TO CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS: PURE LIVE SEED PERCENTAGE AS LISTED FOR EACH HYDROSEED MIX. QUANTITIES OF TOTAL LBS/ACRE ARE ONLY FOR THE CONVENIENCE OF iHE CONTRACiOR. 4. PRIOR TO THE HYDROSEED APPLICATION, THE CONTRACTOR SHALL CALL FOR ON-SITE SEED/SLURRY SAMPLING FROM THE TANK AND/OR SEED MIX ANO QUANTl1Y VERIFICATION BY THE LANDSCAPE ARCHITECT. SUPPLY CERTIFICATES OF MIX AND SEED RECEIPTS WITH QUANTITIES. 5. EQUIPMENT USED FOR THE APP\.ICATION OF SLURRY SHALL HAVE A BUILi-lN AGITATION SYSTEM TO SUSPEND AND HOMOGENEOUSLY MIX THE SLURRY. THE EQUIPMENT MUST HAVE A PUMP CAPABLE OF APPL YING SLURRY UNIFORMLY. 6. ALL HYDROSEED AREAS SHALL BE TREATED AS FOLLOWS: THE SLOPE SURFACE TO BE HYOROSEEDED SHALL BE ROUGHENED OR RAKED PRIOR TO HYDROSEEOING. THE INTENT IS TO CREATE SMALL LEDGES, CRACKS AND CREVICES FOR SEEDS TO LODGE 7. THE AREAS TO BE HYDROSEEDED SHALL BE THOROUGHLY MOISTENED BEFORE HYDROSEEDING. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RE-SEEDING (IF NECESSARY) IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS. RE-SEEDING SHALL BE REQUIRED IF, IN THE OPINION OF CITY ENGINEER OR LANDSCAPE ARCHITECT. HYDROSEED HAS NOT ACHIEVED 60% CANOPY COVER AT THE END OF 60 DAYS. RE- SEEDING SHALL BE PERFORMED AS REQUIRED TO ACHIEVE GERMINATION. 9. FOR GRAPHIC CLARITY, SYMBOL FOR HYDROSEED MIXES ARE NO"f SHOWN OVER SHRUB MASSES. ALL NEW SHAUB PLANTING AREAS ON SLOPES SHALL BE HYDROSEEDED. SEE DETAILS FOR METHOD OF KEEPING HYDROSEED OFF SHRUBS. AI1 f)I~OVF~D F'OU PLJ\NTINC l\NT) If-?RIGATION ON[,Y, INCLlJUING PRECISE l,C)C1\'l'lC)N C)F PT.AN1'fNC~ J\l~E1\S_ HAS 111 I I P[VlE\./ED BY, IN'>l'f l: I llR BUI! 1" I /2\ ~ONSTRUCTl◊N-CHANGE ADDED SHEETS 20-24 I >-------··· . ~----+------------·----·--. nr.Tt 1NI IIAL ---· -·-~ -------1 r NGINHft oi:-WORK l~t-VISION OE;,Cr<IPTION w ...J ::) C UJ :I: 0 en ~ en w t-o z (!) z -t-z <( ..J -----------------------------------------------------------------------------------------------------.aa.. ...J ...J <( <( (.'.J (.'.J '° ID ~ a: a: 0 0 i.l.. Ll. 0 ' ,---RNISH GRADE AT SLOPE WHERE: APPLICABLE_ V C><::g'jt><=tl~--;::}:r✓~· ---(2) TREE TIES WNINYL HOSE _,// . .--,7 COVERING WHERE IN CONTACT / W/TREE ,/ /i ti+---i'-------2• DIAMETER STAKES >--------2" MULCH COVER ~-~ FINISH GRADE MF(&~~82~lf~µ,i. :lli~,.,...;;=1-.. 2 TIMES ROOTBALL DIA. 6" HIGH WATERING BERM OMIT IN LAWN AREAS PLANTING TABLETS 3" BELOW FINISH GRADE PLANTING BACKFILL SLOPE TO CORNER NOTE: STAKE TREES PERPENDICULAR TO DIRECTION OF PREVAILJNG WIND TREE STA~ING ////,/ -~'~ ~h--4-l'rTI<~cEDED 6PCUND CO,/B1-- ej.-\ pUe, FLt•t-.rnN& /b£,"--h'-r--r---LIH!1G c:F-nyo::.e,Stt]) ; CF-?:A'TeP. B'( ~NS srtMo (l1Jv1fcF--,t.F..11..-y) -.,;-(:1= ~tr~TI DN ~' @ HYDROSEEP CLE.ARI NG 2 TIMES ROOTBALL DIA. FINISH GRADE AT SLOPE WHERE APPLICABLE:_ 3" HIGH WATERING BERM PLANTING TABLETS 3" BELOW FINISH GRADE PLANTING BACKFILL SLOPE TO CORNER @ SHRUB f'LANTING . ·-.. ' •-. ;::::__t,-;: f>..: I w cor-lc , ----~.....ii=-i{ii-~----_.:~~ro~pE:J->PMAN EQUAL C) _______ LOCATE PLANTS EQUALLY ~ SPACED PER DISTANCE (ID (ID €J ~~g~r:dt~iNs:~~t) -~:::::::. @=·===-=.--=-@======.=-... --.. .. .. .. ... .. .. ... ...... ,. ........... . .......... , ,. ..... ... .......... & .. .. .. .. ... .. ........ .. -... .. .. .. .. -.. " .. ,. ,. ....... --.. ... ..... ..... · -... .. ' EQUAL ®_S_H_,___~U_B_S~PA_C_IN_G~~ X " f..'.. "1 oj -~ 0 <( -a: 00 2X ◄ • ROOTBALL .....___ PLANTING TABLETS PLANTING BACKFILL- PUDDLE AND SETTLE TO SET PLANT · @ FINISH GRADE G) YI NE f LANTI f-JG AJ)I)T?C)Vb:IJ F'OR PLANrl'ING /\NI) Il?Rrc;_A'l'lON ONT,Y, lNCLUDINC; PRb:CISE LC)C: ATION Ob' PLANTlNC; Af?EAS. r ITLE -· --,-_ REV IE\./ED BY, l )l:TLT'/ )l) i ... ····--- (/) ...J ~ 0 C, z -t-z c( ...J a. CMWD IIIO-C.,352. ... ( - PARTt -GENERAL 1.1 SUMMARY: The work includes all services, labor, materials, transportation and equipment necessary to perform the work indicated on the Drawings and as specified. The conditions of the Contract and Division 1 apply to this section as fully as If repeated herein. All planting and soil preparation work for fairway, roughs and greens turf are specified by Johnny Miller Design Ltd./Fred Bliss Design Associate (707- 578-4273). All other planting work is specified by Van Dyke & Associates (619-294- 8484). 1.2 SUBMl'IT AIS: 1.2.1 Submit certificates of compliance and invoices for soil amendments, · fertilizers, and plant materials, with quantities of each. 1.2.2 Specimen Tree Samples: Deliver to the site, one sample of each tree variety and size indicated, 15 gallons in size and larger, before installation. At the Contractor's option and expense, he may retain the services of the landscape Architect to 1review trees 15 gallon and larger tagged at the nursery or at its place of growth, or as otherwise indicated. 1.2.3 Shrub and Tree Samples: Submit 3 samples of each variety and size of plant material at the site a minimum of 15 days before planting operations. Accepted samples shall remain on the site and shall be maintained as standards of comparison for plant materials to be furnished. Samples may • be incorporated bto the work. 1.3 GUARANTEES AND REPLACEMENTS: 1.3.J Shrubs, vines and groundcovers shall be guaranteed to remain healthy and vigorously growing for a period of ninety (90) days from date of final acceptance of Maintenance Period of project. 1.3.2 Trees shall be guaranteed to live in a healthy condition for a period of ' one (1) year from date of final acceptance of maintenance period of project. 1.3.3 Plants found to be dead or not In a vigorous condition within the Maintenance and Guarantee Periods shall be replaced within fourteen (14) days at Contractor's expense. 1.3.4 Plants used for replacement shall be the same kind and size as specified in the plant list. They shall be furnished, planted and fertilized as originally specified. The expense of all repair work on existing Improvements damaged during replacement shall be borne by the Contractor. 1.4 QUALITY ASSURANCE: 1.4.1 Reviews herein specified shall be made by the Landscape Architect. The Contractor shall request review in writing a minimum of 72 hours In advance, for the following parts of work. (The request for review may be be telephone, however, a written copy of the request must follow for the record.) .1 Pre-job meeting to Introduce Landscape Architect, Contractor, job project manager and job superintendent and to discuss the particular requirements of the job. .2 Incorporation of soil conditioning and fertilizing Into the soil. .3 Upon completion of grading prior to planting. Review of plant materials is to coincide with this review. '4 When trees, shrubs and vines are spotted In place for planting, but before planting holes are excavated. .5 Upon completion of finish grades and planting. Application of pre- emergent herbicide is to coincide with this review. .6 When planting, and all other indicated and specified work, except the Maintenance Period, has been completed. Acceptance, In writing, shall establish beginning of the Maintenance Period. .7 Final review at the completion of the Maintenance Period. Contingent on acceptance, this review shall establish the beginning date for the Guarantee Period. 1.5 MAINTENANCE: 1.5.1 The Contractor shall continuously maintain all involved areas during the•progress of the work and during the maintenance period until the final acceptance of the work. 1.5.2 Regular planting maintenance operations shall begin immediately after each plant or lawn is planted. Plants and lawns shall be kept in a · healthy, growing condition and In a visually pleasing appearance by watering, pruning, mowing, rolling, trimming, edging, fertilizing, re-staking, · pest and disease controlling, spraying, weeding, cleaning-up and other necessary operations of maintenance. Landscape areas shall be kept free of · weeds, noxious grass, and other undesired vegetative growth and debris. Plants found to be dead or in an impaired condition shall be replaced immediately. Maintenance operations shall include filling and re-planting of any low areas which may cause standing water, adjusting of sprinkler head height and watering pattern, filling and re-compaction of eroded areas, and daily removal of trash, litter, dippings, and foreign debris. 1.5.3 New lawns shall be mowed when they reach three inches (3") in height or twice a week if necessary. 1.5.4 The Maintenance Period begins on the first day after written acceptance of planting operations is received from the Landscape Architect, ' and shall continue thereafter for no less than ninety (90) continuous calendar . days. 1.5.5. The contract compfatfon date of the contract maintenance period will be extended, when In the opinion of the Landscape Architect, Improper ' ' maintenance or possible poor or unhealthy condition of planted material or unestablished non-covering lawns are evident at the termination of the scheduled maintenance period, The Contractor shall be responsible for additional maintenance of the work until work is completed and acceptable. 1.5.6 The Contractor shall be responsible for maintaining adequate protection of the areas. Damaged areas shall be repaired immediately at the Contractor's expense. 1.6 GENERAL REQUIREMENTS: 1.6.1 The term "Planting Area" shall mean all areas to be planted with trees, shrubs, groundcovers, sod and seed. · · 1.6.2 Actual planting shall be performed during those periods when weather and soil conditions are suitable in accordance with locally accepted horticultural practice. 1.6.3 All rock and other growth or debris accumulated during the duration of the project shall be removed from the site. 1.6.4 Prior to excavation for planting or placing of plant materials, locate all underground improvements, utility lines, etc. and take proper precautions to avoid damage. In the event of a conflict between such lines and plant locations, notify Landscape Architect and receive direction prior to proceeding. The Contractor assumes responsibility for making repaits for damages resulting from work as herein specified. 1.6.5 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, spreading and grading operations shall be suspended until the moisture content is increased or reduced to acceptable levels and the desired results are likely to be obtained. 1.6.6 Scaled dimensions are approximate. Before proceeding with work, carefully check and verify dimensions and immediately inform the Landscape Architect of discrepancies between the drawings and specifications and actual conditions. 1.6.7 Quantities for plant materials are shown for convenience only, and not guaranteed. Check and verify count and supply sufficient number to fulfill intent of drawings. 1.6.8 Adequately stake, barricade, and protect irrigation equipment, manholes, utility lines, and other existing property during all phases of the soil amending and grading operations. 1.6.9 Specimen Tree Selection: .1 One sample each of each tree variety and size, called out on drawings, 15 gallon and larger shall be delivered to the project site for . . approval prior to Installation. .2 The Contractor shall immediately remove trees not approved. .3 The Contractor, at his option and at his expense, may retain the services of the landscape Architect to review trees 15 gallon and larger tagged at the nursery and/ or at its place of growth, or as otherwise specified on drawings. 1.6.10 Shrub and tree samples: Typical samples, three each of all varieties and sizes of all plant materials shall be submitted for review at the site a minimum of fifteen days prior to planting operations. Accepted samples shall remain on the site and shall be maintained as standards of comparison for plant materials to be furnished. Samples shall be incorporated into the work. 1.6.11 Rejection and Substitution: Plants not conforming to the requirements herein specified shall be considered defective, and such plants, whether in place or not, shall be marked as rejected and be immediately removed from the site of the work and replaced with acceptable plant materials. The plant materials shall meet all applicable inspections required by law. Plants shall be of the species, variety, size, age, flower color and condition as specified herein and/ or as indicated on the drawings. Under no condition will there be any substitution of plant species, variety, or reduced sizes for those listed on the accompanying drawings, except with the expressed written consent of the Landscape Architect. 1.6.12 All utilities (water and electricity) used during the installation and maintenance of the landscaping and irrigation systems for this project shall be paid for by the Owner. 1.7 JNVOICING OF PLANT MATERIAIS AND SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: 1.7.1 Upon delivery.of materials and completion of soil conditioning and grading, but prior to initiating planting operations, the Landscape Architect with the heretofore specified signed copies of required certificates, trip slips and invoices for soil preparation materials, will invoice such material, comparing the total quantities of each material furnished against the total area to each operation. If the minimum rates of application have not been met, the Landscape Architect will require the distribution of additional quantities of these materials to fulfill the minimum application requirements specified. 1.7.2 After installation of plant materials, and coinciding with the pre- maintenance observation, the Landscape Architect, with the heretofore specified signed copies of the required certificates, trip slips and invoices for the plant materials and related items, will Invoice such material, comparing the total area and/ or the amounts specified. If the minimum amounts have not been furnished, the Landscape Architect will require the installation of additional materials to fulfill the minimum requirements specified or require that the Contractor provide credit(s) to the Owner. 1.7.3 A sample of the SQil amendments,including manufacturer or supplier certificate or Invoice, shall be delivered to the Landscape Architect within thirty-five (35) days after recording of the Contract. 1.8 FINAL SOIL MIBNDMENT QUANTITIES: Upon completion of all ·backfill and/ or rough grading of planted areas, a minimum of six (6) representative samples of existing soil found in foe planting areas shall be taken by the Contractor and at his expense sent to an approved independent soil testing laboratory for an agricultural suitability analysis and recommendations for quantity and application rate of amendments and include any corrective measures required to adjust pH or salt to acceptable levels. These recommendations shall then be compared with those listed in Paragraph 3,1 and the contract modified acco.rdingly. PART2 -PRODUCTS 2.1 SOIL AMENDMENT AND FERffiIZER: 2.1.1 Soil conditioner shall be Butlers Mill Loamex, Wilbur Ellis Wil-Gro Life, or Sequoia Forest Products Forest Humus. 2.1.2 Gypsum shall be a commercially processed and packaged gypsum (CaSo, 2H 0) with minimum 80% grade containing 14% minimum combined sulfur. 2.1.3 Iron Sulphate: Ferric or ferrous sulphate in pelleted or granular form containing not less then 18 percent metallic iron. Material shall conform to the Agricultural Code of the State of California. 2.1.4 Pre-plant fertilizer shall be of an homogeneous granular composition suitable for application with approved equipment and shall contain the following minimum available percentages by weight of plant food: Nitrogen Phosphoric add Potash 1% minimum 10% minimum 10% minimum 2.1.5 Post-planting Fertilizer: Organic base, long lasting, nonbuming, slow release, free flowing, uniform in composition, suitable for application with approved equipment, and shall contain the following minimum available percentages of weight of plant food with trace minerals of 3 percent iron (expressed metallic) and 5 percent sulfur (elemental). Nitrogen Phosphoric acid Potash 14% minimum 7% minimum 3%minimum WARNING: Some fertilizers contain chelated iron which has caused staining of concrete surfaces in other projects. Contractor shall be responsible for removing all iron stains from concrete by sandblasting, or as directed by architect, at no additional cost tQ the Owner. 2.1.6 Planting Tablets: Tightly compressed chip type commercial grade planting tablets, Agriform or approved equal, of varying sizes with the following available percentages by weight of plant food: Nitrogen Phosphoric add Potash 20% minimum 10% minimum 5% minimum 2.2 PLANTING BACKFILL: 2.2, 1 Planting backfill shall be a thoroughly blended mixture of topsoil amendments at the following mixture: Soil Conditioner Stock-piled on site soil Iron sulphate Gypsum Pre-plant fertilizer 1 part 3 parts 2 lbs/ per cu. yd. of mix 10 lbs/per cu. yd. of mix 4 lbs/per cu. yd. of mix Soil to be used as planting medium for the project shall be fertile, well-drained, of uniform quality, free of stones over 1 inch diameter, sticks, oils, chemicals, plaster, concrete and other deleterious materials. On-site soil · may be stockpiled for re-use provided it meets all requirements. 2.3 STAKING MATERIAIS Stakes shall be of lodgepole pine. These shall be straight shafts, shaved and cut clean and bare of branches and stubs, of uniform thickness with a minimum diameter of 2 inches, free of loose knots, splits or bends. Stakes shall be no less than ten (10) feet in length. 2.4 GUYING MATERIALS 2.4.1 Guy wires shall be of pliable, zinc-coated steel of No. 12 gauge. 2.4.2 Anchors (deadman) for holding guy wires shall be of 4 inch by 4 inch (4" x 4") solid lumber, 1'-6" in length. 2.4.3 Hose for covering wire shall be of 2-ply reinforced rubber, used or new, garden hose type of at least 1 /2 inch in diameter. 2.4.4 Warning flags, to be attached to guys, shall be of 1 /2" PVC pipe and four feet long. 2.4.5 Tree ties shall be Bordon Cinch-Tie or equal. 2.5 PLANTMATERIAIS 2.5.1 Nomenclature: The scientific and common names of plants herein specified conform with the approved names given in "A Checklist of Woody Ornamental Plants of California", published by the University of California, College of Agriculture, Manual 32 ('1963). See list of plant material on drawings. 2.5.2 Qualify and size of all plants shall be No. 1, of Pinto Tag stock. They shall be vigorous, of normal growth, free from disease, insects, insect eggs, and/ or exceed the measurements specified. Pinto Tags shall be submitted to the Landscape Architect . 2.5.3 Container stock (1 gal, 5 gal., and 24" box sizes) shall have grown In containers for at least six months, but not over two yeats. No container plants that have cracked or broken balls of earth, when taken from the container, shall be planted, except upon special approval. No trees with damaged roots or broken balls shall be planted. 2.5.4 Pruning shall not be done, prior to delivery, except by written approval. 2.5.5 Observation of Plant Materials, required by City, County or State authorities, shall be a responsibility of the Contractor, and where necessary, he shall have secured permits or certificates prior to delivery of plants to site. 2.5.6 Plants shall be subject to observation and approval or rejection, at the project site at any time before or during progress of work, for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the project site immediately. · 2.5.7 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 or variety and cost. 2.5.8 Quantities shall be furnished as needed to complete work shown on drawings. 2.5.9 The Landscape Architect reserves the right to observe root condition of any species, particularly those grown from seed, and if found defective, to reject the plants represented by the defective sample. 2.5.10 Identify plant species or varieties correctly on legible, weather-proof labels attached securely at the job site. There shall be a minimum of one labeled plant for each 5 plants in a lot. 2.5.11 Groundcover plants shall be healthy vigorous rooted cuttings grown in flats until transplanting. 2.6 GRASS OR LAWN: SCOPE of this Specification section includes the procurement ofturfgras1 varieties for planting and the planting of all spceified turfgrus vllrictic1. Contractor !hall provide seed, stolons, sod, machinery. and labor. . PREPLANTING FERTILIZER MATERIALS for turfgran planting shall be locally available chemical fertilizers, granular or prilled in shape or telCIUre. Fertilizers shall be combined with Nitrogen (N). Phosphorous (P), and Potiusium (K), plus Zinc . (Zn), Masnesium (Mg), Calcium (Ca), Sulfur (S) and associated !nice elements; chemical fertilizer such a., formul&iion 16:6:8; 6:20:20 or 20:4:12 balanced granular fertilizer is acceptable. l'REPLANTING FERTILIZERS shall provide an actual Nitrogen level of 1.0 pounds of actual N per 1000 square feet of surface area. applied and incorporated by rototiller 4 to 6 inches into the faiiway seedbed during seedbed cultivation prior to planting . PREPLANTING FERTILIZER and soil amendment materials shall be uniformly distributed over all areas prior to seeding. Incorporate thoroughly into each seedbed area. Hand distribution of any fertilizer material is prohibited. Only mechanical distribution by broadcast or/and drop type fertilizer spreaders is pcnnitted. Any substitution in fertilizer materials used or application rates shaU be approved in advance by the Golf Course Architect or Owner's representative. Fertilizer bag label! shall be retained by the Contractor for hand delivery to the OWner's Representative for verification of quantity and chemical 1111alysis. · · GOLF COURSE ARCHITECT'S and Owner's Representative's approval of prepared seedbeds mu:rt be obtained prior to initiation ofturfgrass planting in any area: . . ALL PLANTING shall be accomplished at such times as favorable weather conditions and irrigation water arc available. No planting shall be attempted when weather conditions would make uniform planting impossible, includ'mg high wind or excessive heat. It is the Owner's Representative's responsibility to properly water the newly planted grass. FERTILIZER BAGS shall be stored in a dry, weather protected, secure loc:atlon prior to use. Any fertilizer damaged due to exposure to moisture shall be discarded. Contractor shall replace any such damaged fertilizer at his cost. Storage areas shall be al or near the job ,ite. Transport and handling of the fertilizer materials shall be the re,ponsibility of the Coilttactor. · SURFACE GRADES previously established in the are"" to be planted shall be maintained in a true and even condition in accordance with the Working Drawings and Speeification and in accordance with the Golf Course Architeet', approved appear1111ce of each given area prior to planting. The ·work of this Spceification section shall include any neeessa,y repairs 10 previously graded areas which may re,nllt from climatic condition, or vehicular traffic prior .to planting. c-"';';\;'°';{t "'· . .p---tJ-\ . Ye··,~"'\. ./ C,' .,,.--.,,:,-C\ /·o/ \'"..>;\ f'G I ·~ · .. 12: -'Thu,;<~• G. V~;,'J P ~.\~ Immediately prior to planting of 1111y area, the seodbed surface shall~ in a moist, loose, . friable, cultivated 1111d weed•ftee condition. Excessive wetness or insufficient moilture in the surface 6 inche, of soil seedbed shall prohibit Contractor from planting until soil moisture conditions are brought to optimum. TURFGRASS SEED MATERIALS shall be: PUTTING GREEN AND COLLAR Mixture:· 50% SR\020 Creeping Bentgrass SO% SYN-3 Creeping Bentgrass I 00 percent Certified Blue Tag, Putting Green Quality Purity 98¾ Germination 85¾ Minimum Pure Live Seed 80% Seeding Rate: 2 lbs per 1000 square feet SEED QUALITY sh!ll meet or exceed the minimum germination and pure live seed percentage standards cited above, All seed shall be free of Poa aMua. All seed shall be free of noxious weeds for all states. Other crop seed ,hall not exceed 1.0 percent Weed seed shall not exceed 0.09 percent (none noxiOllS). Inert matter shall not exceed 2.0 percent. All seed shall be of the most recent crop available. All seed label analysis data shall comply with trade standards. &mination test must have occurred within the past six months. SUBSTITUTION in seed quality, variety or origin, sh411 not be accepted without Golf Course Architect's written approval in advance. In the event that only seed of a lower germination percentage than that specified above is available, the supplier may furnish an increased quality of the particular seed variety, at no additional cost, in order lo match or e~ceed the minimum acceptable pure live seed percentage. However, no seed having a gcnnination rate more than l O percent below that specified above ah.all be accept•ble. ~~ · Golf Course Architect or Owner's Rcp~;~ntative may reject any gra;,;~d. &om-any . source at any time, ifin the opinion of the GolfCoune Architect or Owner's Representative, that seed for whatever the rca3on, does not comply wi1h the letter or intent of this Specification section. Contractor must provide grass seed ofa quality and. purity acceptable to the Golf Course Architect or Owner's Representative or face · forfeiture of contract. Golf Course Architect or Owner's Representative may make random checks of seed quality after delivery to job site to verify source and quality, UPON DELMlU' to job site, each container of seed shall be clearly identified and in new polyethylene•lined standard bags or cardboard boxes of the vendor. Current contents, purity and germination analysis labels shall be attached to each bag or box. These labels must be retained by the Contractor for hand delivery to the Owi,er's Representative prior to the time of seeding. ALL SEED CONTAINERS or bags are to be stored in a dry, weather and damp-proof storehouse. GREEN AND GREEN COLLAR AREAS shall be ,ceded with specified seed to a distance of3 feet outside ofactual edge of putting surface. THE PUTIING SURF ACES mu,t he smoothly graded to an absolutely unitonn, even texture prior to seeding. The specified seed shall be applied using a drop type seeder. Seed shall be planted in two consecutive applications to ensure even distribution over the entire surface. Spread one-half of the seed in each of two directions at right angle, to the other. Hand dispersal of,eed is prohibited. After application of the seed it ,hall be lightly raked into the surface and then rolled with a manually pulled water filled roller. TEEING AREA AND FAIRWAY shall be stolonized with Til'way Il ~ybrid Bermuda Grass as vegetative stolons from reputable commercial turfgnss grower, true to· variety, typical size and condition, provided in standard packages of the grower. Free of weed seed or vegetative weed growth. Delivery to job site on day of planting .. source to be West Coa:rt Turf of Palm De,ert, California or equal. Stolonizing rate: Six bushels per 1.000 square feet of,urface area, Seedbed preparation shall have been completed as specified. Prcplant and planting fertilizers shall have been incorporated into the seedbed. STOLONS of hybrid Bermuda gra.,s shall not be dellvared to the job lite until the day of usage. Stolons shall be stored for the period prior to planting in a shaded, cool proiected locations out of direct sunlight. Contractor is responsible for maintaining stolon viability upon delivery to job site. Contractor is responsible for insuring that the source of the stolon delivers them to the job site in an acceptable ond typical, live viable, cooled condition. STOLONJZING or planting ofturfgrass stolons shall occur by hand broad~astina . the stolons over the lo.osened surface of the area to be planted, Uniformly spread the pieces of stolons over the prepared seedbed surface. Even distnbution and full covenge I• necesllary. 11 AS BUIL TN At~it¾ 11n APPROVED FOR PLANTING --': . . -· ... -~ ,: . _.I l'{(c_ ' ' ·.. ,. ~ Pt~·, ,/ AND IRRIGATION ONLY, -. '·,'; '2 {-. ~;, ./ . ,,~. ':l .,. 1 '·. I;--l_ . _,_--:,-,,_ . "" ,,-,-~ / INCLUDING PRECISE '<_ l,,;. .:,~\ _ _.,, __ -,.;: TITLE ·::~~-..;,;..;.../ LOCATION OF PLANTING REVIE\JED BY, AREAS. INSPECTOR . .. DATE ..,....._ ,DATE ~. , I\ CONSTRUCTION CHANGE ADDED SHEETS 20-24 I S1ET I /.<.\ CITY OF D~P1frM~~TB Af ~-. PLANNING . . - PLANTING SPECIFICATIONS Fi"\ 24 CALLAWAY GOLF · 2 ~ 5825/5860 DRYDEN PLACE A.P,N.: 212-891-4)4 & 05 . - APPROVF_~ /J )t 6-1-?Y ASSISTANT PLANNING DIRECTOR DATE OWN BY:~ PROJECT NO. DRAWING NO. DATE INITIAL DATE lNIT\AL OATE INITIAL CHKD BY: f'lf' tJo. ~-rn-A ~-~L. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\JD BY• 1"10 ., tn l Zl Oi _, 1-i ~: -u.. -0 w a. Cl) C, z i= z <C -' a. CMWD c:::fo-c .a~ I Using appropriate equipment, press or otherwise force the sto!on pie,:e into the ,eedbed ' surface to a depth of I inch tc, 2 inches. The majari:y of stolon vegetative materiM i• to be I.···.. planted beneath the seedbed surt'ace and not remain visible on the seedbed surface. :j! After planting the stolons, a "cultipackec• can be used to press the stolons into the surface. ·.•.~.•.. Sftmoothin1 g ofhthe sboil surfa1 cedto a flat, uniform, depression free condition i• necessruy m a er sto ons ave een p ante . {1 ~ •:"! j ~ ',fl ·fil ·1- I >l ~ I I ~ ql :I. 3, ~I '~ ~l ,·,1 ROUGHS TO LIMITS OF WORK SHALL :BE SEEDED WITH: Range Building and Southeast 1/2 of Range as indicated on Landscape Plan. Turf Type Tall Fcscue: Variety "Short Stop" Source: Germain Seed 4782 E. Jensen Avenue Fresno, California 93 725 or equal Seeding Rate: t:Z lbs. ~ 1000 sq. ft. Rough Area in Northwest 1/2 of Range as indicated on Landscape Plan Common Hulled Bermuda Grass, Cynodan dactylon Seeding Rate: 2 lbs. per l000 sq. ft. (80 lbs per acre) BYDROSEEDING, as a means of planting the various grasses or various portions of the golf facility will be considered and may be accepted by the Owner's Representative with advance notice from Contractor. PLANTING ALTERNATIVE 1: AT OWNER'S Ol"fION, Contractor to provide a quote for sodding of tee surfaces, bunker faces and other areas determined by Owner's Representative. PLANTING ALTERNATIVE l: AT OWNER'S OPTION, Contractor to provide a quote for sodding of putting green surface, collar, side slopes, bunker edges, fairway and all diaturbcd areas to limru of construction work. SOD shall be free of Poa annua and noxious weeds. SUBSTITUTION in sod quality, variety or origin, shall not be accepted without Ownd, Rcprescmative's npproVDI in advance. TIJRFGRASS MATERIALS: PUTIING GREEN SURFACES AND COLLAR Sod to be used on g,eens to be SRI 020 bentgrass sod grown from 'certified" seed. Sod to be grown on a sand base specifically approved by Golf Course Architect or Owner's Representative and then washed using the Strathyr Washed Turf system (West Coast Turf of Palm Desert, CA, provides this product). Sod pieces to be no thicker than 3/4' with a height of cut not to exceed 1/4". GREE.NSITE APRONS TO LIMITS OF CONSTRUCTION \VORK Sod ta be "Tifway JI" hybrid Bennuda gra.,s grown on a sandy base. Height of cut 1101 to exceed 314 inch with overall thickness of sod not to exceed I l/4 inches. Ownd• Representative to approve sod prior to delivery to project site PI..ANT.lNG METHODS Subgrade around sod perimeters are to be lowered to the depth of the 10d to the point where it can be blended into the natural slope of the terrain. Areas arc to be solid sodded in a staggered pattern similar to properly laid block wall Sod installers shall insure surface remains level and smooth. MY disniption of surface at any time by installers shall be raked smooth to original condition. On steep slope,i and highly erosive sites, sod stake, ,hall be used to hold the ,od until rooting occurs. After sod is in place, sod to be watered and rolled sufficient enough to ensure good sod to soil contact. - Th1MEDJA TELY UPON COMPLETION OF SODDING, watering shall commence. Watering by whatever means necessary and in a proper aad reasonable manner is the responsibility of the Owner's Representative. The Owner's Representative is to provide irrigation water to newly planted area, at ~is own discretion. The automatic irrigation sysrem must be operable prior to any planting. The Superintendent shall use whatever means necessary to onsure proper ond uniform watering to any planted areas within the limits of normal sprinkler system coverage. CONTRACTOR 1S TOTALLY RESPONSIBL.E for adequately sodding and planting turfgrass over a1I areas to be planted. OWNER'S RE:rRESENTA Tl.YE shall make final de,:i1ions wheti/if a question arise, concerning adequate or proper sod coverage or turfgras, e,tablishment and . Contractor performance. 111 I FINAL INSPECI10N regarding effectiveness of Contractor's turfgrass planting ~ shall be performed by Owner's representative within 20 days of completion of seeding. ~ Ar.y areas which obviously indicate an inadequate or total absence of germinated seed or ;,: in,ufficicnt stolon coverage shall be promptly replanted by the Contractor. ~ "" ~~.-----.....----··~-""V----........... ----~~-----~ .-----~ ---.. ~'t-'"""~--:11~ ,l.ff10WN~R SHALL A~SUME all rl)ainte~ce"respdnsibilitic$ upo6'\ J1' i-~At,ce .q, Tl-lfq=-1tt?"rA-0 i _ie>]i..1 _..,. _.1 -~ t -"._/ eiEAN"-lTI' ·aiidreU:0vafo1 iiny icmaiiiiiTg debris, feni!i2er sack< or any other :'i items must be complete. All equipment owned or ~rovided by the Contractor shall be {. removed immediately upon completion of need. [. 2.7 HERBICIDE: Pre-emergent herbicide shall be Surflan, Treflan, Dymid or equal. .. -.. 2.9 ROOT BARRIERS: #UB-24-2 root barriers as manufacturer by Deep Root Corp. or approved equal. PART3 -EXECUTION 3.1 SOIL CONDmONTNG, FERTILIZING & ROTOTILLING: 3.1.1 After the areas have beai graded, 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 dep~ _of six (6) inches by rototilling a minimum of two (2) alternating passes: (This 1s to be used as a basis for bidding, and may be modified based on soil tests.) .1 Soil conditioner Soil sulphur Iron sulphate Gypsum Pre-plant fertilizer 4 cu. yd. per 1,000 sq .ft. 20 lbs/ per 1,000 sq .ft. 20 lbs/per 1,000 sq.ft. 100 lbs/per 1,000 sq.ft. 20 lbs/per 1,000 sq.ft. . 2 Fertilizer (per plant) shall be incorporated into the top six (6) inches of finish grade. Fertilizer shall be applied after leaching operation. 3.1.2 The thoroughness and completeness of the rototilling and incorporation of the soil conditioners/ amendments shall be acceptable to the Landscape Architect/Owner's representative. Slopes 2:1 and steeper, or as per the drawings, omit soil conditioner application and tilling. 3.1.3 Deep water leaching: .1 After complete installation and testing of the irrigation system, 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 12" of water. .2 After leaching operation, soil samples shall be taken by Contractor per Architect's direction and given to the Owner's soil laboratory for testing. Soil test shall meet the following requirements: ECe -Maximum 3.0 pH -Maximum 7.50 -Minimum 6.00 .3 Re-application of soil amendment and leaching operation shall be waived by the Owners representative if in his opinion the EC and pH are at acceptable levels. .4 Deep water leaching shall be done prior to the application of the commercial fertilizer. 3.1.4 Care shall be taken that the rate of application of water does not cause erosion or sluffing of soils. Do not undertake leaching operations in expansive soils 3.1.5 All depressions, voids, erosion scars and settled trenches generated by the deep watering shall be filled with conditioned topsoil and brought to finish grade. 3.2 FINISH GRADING: 3.2.1 Finish grades shall be as indicated on landscape and civil drawings. Contractor shall notify Landscape Architect for a decision should any discrepancies exist between the drawings and site conditions. 3.2.2 Finish grades shall be measured as the final water compacted and settled surface grades and shall be within ±_0.1 foot of the spot elevations and grade lines indicated. 3.2.3 Finish grades shall be measured at the top surface of surface materials. 3.2.4 Molding and rounding of the grades shall be provided at all changes in slope. 3.2.5 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. 3.2.6 Take every precaution to protect and avoid damage to sprinkler heads, irrigation lines, and other underground utilities during grading and conditioning operations. 3.2.7 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. 3.2.8 Final grades shall be acceptable to the Landscape Architect before planting operations will be allowed to begin. 3.2_9 Planting surfaces shall be graded with no less than 2 percent surface slope for positive drainage. 3.3 PLANTING: 3.3.l The layout of locations for plants and outlines of groundcover beds to be planted shall be approved on the site by the Landscape Architect prior to their planting. All such locations shall be checked for possible interference with existing underground piping prior to excavation of holes. If underground construction or utility lines are encountered in the excavation of planting areas, other locations for the planting may be selected by the Landscape Architect. Damage to existing utilities shall be the responsibility of the Contractor. 3.3.2 Planting Tre...,s, Shrubs and Vines: .1 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. .2 Excavation shall include the stripping and st.deing of all acceptable soil encountered within the areas to be excavated for plant pits and planting beds. Protect all areas that are to be micked over and upon which soil is to be temporarily stacked pending its re-use for the fillings of holes, pits and beds. .3 Excess soil, generated from the planting holes shall be spread on the site as directed. .4 Plants in can 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 cans shall be removed to the storage area or from the site daily. .5 The plants shall be planted at approved locations with the heretofore specified conditioner and soil planting backfill. .6 The plants shall be placed in the planting pits on the backfill material which has been hand-tamped and water settled to the rootball base levels prior to the placement of the plants. After setting the plants, the remain'ng backfill material shall be carefully tamped and settled around each roottall to fill all voids. .7 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 . around each rootba!L .8 All plants shall be set at such a level that after settling they bear the same n:,lationship to the surrounding finish grade as they bore to the soil line grade in the container, unless otherwise noted. .9 Planting tablets shall be placed in each planting hole at the following rates: 1-5 gram tablet per liner and flat size plant 1-21 gram tablet per gallon container 3-21 gram tablets per 5 gallon container 4-21 gram tablets per 15 gallon container 1-21 gram tablet per each 4 inch of box size . 10 No plant will be accepted if the rootball is broken or cracked, either before, during, or after the process of installation. .11 All plants shall be thoroughly watered into the full depth of each planting hole immediately after planting. .12 All trees, 15 gallon or larger, shall be staked with wood stakes, driven into the ground parallel with the direction of prevailing winds. The stakes shall be driven in plumb and secure. Special care shall be taken that the driving in of the stake does not damage the tree roots or rootball. Tree ties shall be fastened to each tree and stake by looping figure S'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. .13 Guying: All 36" box trees planted in boxes shall be guyed as indicated on the drawings. .14 All vines shall be installed per detail. .15 The staking and guying shall be accomplished in such a manner as to insure the proper and healthy growth and the safety of the plants, property, and the public. .16 The Contractor shall be responsible for all surface and subsurface drainage required which may affect his guarantee of the trees, shmbs, and vines. .17 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 tr,;ning, topping, and/ or cutting and shall be under the direction of the Landscape Architect. Cuts over 3/ 4 inch in diameter shall be painted with an approved tree sealant. 3.3.3 Planting Groundcovers: .1 Groundcovers shall be planted in the areas indicated on the drawings. The groundcover plants shall be rooted cuttings grown in flats and shall remain in those flats until transplanting. .2 All groundcover plants shall be planted with soil around roots in staggered row, evenly spaced at the intervals called out on the drawings . .3 The groundcover plants shall be planted sufficiently deep to cover all roots and a 5 gram planting tablet shall be placed in each planting hole and shall be immediately sprinkled after planting until the entire area is soaked to the full depth of all holes. .4 The groundcover planting area shall be hand smooth~ after planting to provide an even, smooth final finish grade. M:..c.GH,_,:;. 1'7 3' ~•'-< IN,'\!_). .1 ... t,,.,;uR~ .,,=...,,.,., t,t:s.=• r,.,,..~ ~-····• ""··I : -'<"· ;•.,-°""' n,~ ~N 11 T'" T'f'r-11••~ ,;,r-,;;, tJ.~ . ~ •. t;:° •.--':'-' ~ ._ ._,...~ .~7. 3.4 HYDROSEEDING ; -1 Hydroseedir,g shall be applied in the areas indicated on the drawings ln accordance with the mix indicated on the drawings. .2 Hydroseeding Equipment: Hydraulic equipment used for the application of fertilizer, seed, and sluny of prepared wood pulp or fiber shall be of the "Super Hydroseeder" type. This equipment shall have a built-in agitation system with an operating capadty sufficient to agitate, suspend, and homogeneously mix a sluny containing 1,200 pounds of mulch and seed. The sluny distribution lines shall be large enough to prevent stoppage and shall provide even distribution of the slurry. The sluny tank shall have a minimum capacity of 1,350 gallons and shall be mounted on a traveling unit which will place the slurry tank and spray nozzles within sufficient proximity to the areas to be sprayed so as to provide uniform distribution without waste. .3 Application Method: Using the wood pulp as a guide, spray the soil with a uniform visible coat of slurry. The sluny shall be applied in a sweeping motion, in an arched stream, so as to fall like rain allowing the wood fibers to build upon each other, until a complete, even coverage coat is achieved. .4 Hydroseeded areas shall be kept moist at all times 20-24 days after planting or until the new growth of the plants are sufficiently well established. .5 Hydroseeded areas shall be protected against foot traffic and other use immediately after hydroseeding is completed by placing warning signs and temporary twine and flagging around the areas. .6 Re-hydrosceding of bare areas shall be done 30 days after initial application . 3.5 HERBJCIDE APPLICATION: Pre-emergence herbicide shall be applied to groundcover areas only and in accordance with manufacturers specifications. Do not apply in lawn areas. Q,wner's Representative shall be notified and present at the time of ' · -.. ~ .... c application. tl'=-l<.l?!C!;'.:-£ f-.f."7: 0-"T(!"'-'=>+, • ~ • c.,,,_ St"S.., ti'( ~T,'"T'i; oF , 1 f t.A:..lFORNIA · , ' \ ' ' 1 I:\ ·3.6 . CONCRETE MOWSTRIP: . ill Concrete mowstrip shall be installed as per drawings. 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. He shall sweep and clean all sidewalks, asphalt, and concrete areas adjacent to plantings. ,\Pr)]-(() Vl~J) li'() l{ l) Li\ 1\f1'I N c; 1\Nl) Il<l(lGJ\'l'ION ONLY . IN c; L lJ ]) [NC~ r:iR ~;c: 1 Sf<~ l.C)C~1-\'fION 011' JJJ,1\N'J'JNC; /I 1> !·' ·\ c• J.\ \. ·1c_. .... )_ ·-· . ;·-/2\l-·CONSTRUCTION CHANGE ADDED SHEETS 20-24 ..... ~, -·-··--: ! . -· ·--. --i ... ---:· .. -·-·--.. !-. -. : ! ---.. -----· .. -··---r-----... 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So,..G1ego Ca11tomia9?lQ:3-~ -.-6192'14-·8-d!'l<ttfAX5f4~1j ~Pl ORIGINAL SC ~~~=-::~llllliiiiii_....-,.~~~-.....,.;;;;;;.;;;F~;;~t,~A~S~~B!!!!!L~J I'.".:_i -T-,,_L----, AF)Pr?OVED FOR PLANTINC; AND IRRIGATION ONI,Y, I NC;LUl)INC PRECISE 1.0C;/i,'l'lC)N OF' PLANTING AREAS. •• ----1. f----t------t---t LU .. ... . ··-t----1---i ' . ---------f----t---t-- v---.1/-~)1/r. __ _ ~W~.~-/l<f'i'Ct-1 nw DA r [ REVIE\.JED BY'. L.ty'~----- INSP1·er11R Cl'l'Y OF' CARLSl3AI 'i SHEET PLANNIN'., Df PARTMENT ~11. ---·· ... : ·-· .. · · ···-·---'-·24 IRRIGATION PLANS FOR: 0 1- .----.--·--· . -... ------CA-LLAWAY GOLFL..:....} ----t---i----· .... ·--· -YDEN PLACE A.P.N.: 212-891"94 & 05 DATE INff!AI_ (NCIN(ER OF 'NORK . ! ... -· ·----··------;-- -----------.... Rl 1/lSION O[SCRIPTION .. --· ..... ·--t- OAT( INITIAL OATE INITIAL OTKl~ APPROVAi Cl TY APPROVAL --:-:-::t,-"-,-'-~-M .... -·-·· -------c.11 ~ AS,lS AN! PLANNJNG !)_I~f~lf.lR I DATE DWN 8'(: ~-1 [. -. p·:;R::,=OJ~E:=CT=N==-c=>. =:::::,;::-rf==R-t!::,-W~IN-:-:_~:::-;:=,lO~. ~1~P 8{~,.,..._-;,,_,.,..·_P_ PIP CJ3-02·/\ ______ '-'V<.O vi.- -I z <C ..J 0. z 0 -I- <( CJ -cc . C: - I , .. i I J POTABLE MAINLINE 3.5FEET • (SEE IMPAOVEMENT ORAWINGS)7 • ·. -12· MINIMUM REa°UIRED VERT/CLE SEPARATIONi. RECLAIMED WATER IRRIGATION MAINLINE NOTE: , ALL RECLAIMEOWATER IRRIGATION PIPE ANO SLEEVES SHALL BE PURPLE ANO LN3ELEQ AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" 'CARLSBAD R£CLAMATICN RULES AND REGUI.ATIONS FOR CCNSTRUCTICN OF RECLAIMED WATERMAIN5__" JUNE 1991 ® ·po TABLE MAINLINE CROSSING ,----SIDEWALK ~-METER BOX WIMETER CURB---,. 10' MINIMUM TO POTABLE MAINLINE IN ST . . RECL,;\IM£O WATER)f?RfGjff'/ON MAJNLJNE WISLEEVE _.., NOTE: VERnCLE CLEARANCE OF 12" MINIMUM IS MANOIITT)RY 'M/£N CROSSING PATH OF A POTABLE WATER LJNE. INSTALLATION OF RECL.AJMED WA1ER /flRIGATO'I MAINUNE 24" FROM FACE OF $/0£WALK WllL PROVIDE THE NECE[$SARY /IT HORIZONTAL CLEARANCE FROM POTABLE MAIM.INE IN Tl-JE,sTRES: ® .POTABLE .. SER.VJCE tr/NE CROSSING ~N. UNr,::. ~ E, i(P, ,A-10----0.---0-~ 1-----17 5 -- p_ __ -··- / ...,, t.. t~ EEN - ---------~ . -----. -----._ . ·---· --------------- _;v :· , ' ' -' . _.,,- ------------ DA TE I INlllA!. --I ENGINEER Of WORK I ' ' I "".:rf_A_ :,-rGr~ I • \ ---·---· -~---------.:-;,·.::-.:.:.-- \ --~-........ h ... ~~--..,_ _____ --,----.. ____ -4 KEY MAP 1"; 400' ® NORTH V/\N lJYKf. MSSOCIArES o 5' 1 o· 20' 40' 1\F>f)ROVED FOR PLANTING AN!) IF?RIGATION ONLY, INCLUl)ING PRECISF: LOCi\TTON OF PLANTINC~ AREAS. SHEET ID +--,--,--t-----::-c=--! --. . DA TE IN!JIAI. OATE f JNITIAl ·-. ··'---+----1-·-·-. OTHER ,,PPROVAL Cfff APPROVAL ORIGINAL SCALE: 1" = 20'-0" BLJ I__ 1 '1 l'V'oHJ"U'~===---~-_ . _ . 7 /s 1M: ' ~Ol:C\ !)Art REVIE\JED BY, £.~~-- INSPECTlii< ' 2-1-:~d. o,,!tl--- ' - " z :3 ll. z 0 ~ G -0: a: - I IRRIGATION SCHEDULE: SYM90l; MANUFACTURER 0 roro ® TOfO e lOR:) 9 la!O -TOR) 0 TOFO V TOFO w TOFO • TOfO \.V roro '1 TOR) EB PER SPECIFICATJO',JS ~ RAINBIRO ,,,. APPROVED , M PER SPECS/AS APPROVED NElSOI @ AIU) @. TORO '-( coll1R?I.U>f2_'.A') NOT SHOWN RIDIETl:R MOOEJ.. # OESCflPll()N 734-06-345 ELECTRIC VALVE IN HEAD SPRINKLER 734·06-315 ELECTRIC VALVE IN HEAD SPRINKLER 765-06-645 ELECTRIC VALVE IN HEAD SPRINKLER 765-06-625 ELECTRIC VALVE IN HEAD SPRINKLER S700-PC-9.0 LA GEAR DRIVEN LAWN ROTOR 570Z-4P-COM-15·F-PC LAWN POP-UP SPRAY 570Z-4P-COM-15•H-PC LAWN POP-UP SPRAY 5702:-4P-COM-15-Q-PC LAWN POP-UP SPRAY 570Z-4P-COM-12-F-PC LAWN POP-UP SPRAY 570Z-4P-COM-12-H-PC LAWN POP-UP SPRAY 570Z-4P-COM-12-0-PC LAWN POP-UP SPRAY XXX-PESB 200 MAV 7645 7643 #50 132-86-08 MODEL'lr B25YD 1" DRIP VALVE ASSEMBLY ELECTRIC CONTRQ VAL VE (SEE PLAN FOR SIZES) SUB-MAIN ISOLATION GATE VALVE (SAME SIZE AS SIJB-PRES&IRE SUPPLY UNE) GATE VALVE (SAME SIZE AS PRESSURE SUPPLY LINE) QUICK COUPLER WITH LOCKING WARNING COVER FOR REa.AJMED WATER OUICX COUPLER WITH LOCKING COVER BACK FLOW PREVENTIO'l DEVICE PER SPECIFICATIQIIS ~II TYPE K' COPPER ______ .,,--_______________________ ___ -----PER SPEClFCATO\S PVC CL315 -,'€,-e,1.111..1 PRESSU'lE SUPPLY UJ\E RJRPIEALER1LINE RADIUS GA,! PREC.RATE 62' 19.80 0.61 IN.IHR. 52' 11.00 0.53 IN./HR. 61' 16.80 1.04 IN.IHR. 55' 11. 70 1 .45 IN.IHA. 38'-51 · 8.90 0.56 IN.IHR. 15· 3.60 1,78 IN.!HR. 15' 1 .65 1.63 IN.!HA. 15' 0.85 1.68 lN.IHR. 12' 2.19 1.69 IN./HR. 12' 1.09 1.68 IN.IHR. 12' 0.50 1.54 INJHR. -----PERSPECIFICATIQIIS PVC CL 315 frb-01.llL.."f ) PRESSURE SUPPLY LINE (f!Jrµxi} / - ----PERSl'ECIFICATICNS ----PERSPECIFICATICNS --~ PEASPECIRCIATIQIIS ------· _...,.. l4AADlE ---· -~ HARDIE • ~ PEA Sf'ECS/AS APPROVF.O f'ER SPECS'AS APPROVED PER SPECS/AS APPROVED - ---- PVC CL 315 SU8-PRESSURE' SUPPLY LINE PURPLE Al fRTUNE F'1C CL 200 BE LA TEFW.. LINE PUAPI.E ALEATUNE PVCCL200BE LATERAlUNE (fb~--Ecl EHD2057-050 314" DURA-POL BLUE STRIPE HOSE FOR SHRUBS (SEE IRRIGA TlON NOTES FOR EMITTER TYPE AND OUANTIT'I). EHD2057-050 3/4" DURA-POL BLUE STRIPE HOSE FOR !'REES (SEE IRRGIATION NOTES FOR EMITTER TYPE AND QUANTIT'I). POLY ADAPTER (r.Y ,c., --W ft:>U-[ PR P Tl-ifs) BLOW OUT STUB PER DETAILS IRRIGATION SLEEVE SEE IRRIGATION NOTES STA TI0N NUMBER - GAu.ONS PEA MINUTE \~ _'------I-~ ----------...__, _____ PLANTMATERIALSIZE ELECTRIC CONTRQ VALVE SIZE ---------EXIST. VALVE RELOCATED _ TO NEW MAINLINE ✓-~ tB \_ _, -------=--------------STATION Nl..ll,1B~R _..,.,,,,---------------VALVEINHEADAOTORIIEAD O c-13_~----~----srA TION Nl.MBER NOTE: THE DRIVING RANGE IRRIGATION CONSULTANT (RUSSELL D. MITCHELL & ASSOC. 510-939-3985)) WILL STAKE THE IRRIGATION SYSTEM UPON COMPLETION OF THE FINISH GRADING PROCESS. CHANGES FROM THE DRAWINGS WILL BE MADE AT 1HIS TIME TO ACCOMMODATE THE FIELD CONDITIONS AS REQUIRED. CONTRACTOR SHALL PROVIDE ONE LABORER TO ASSIST Wl1H STAKING. THE CONTRACTOR SHALL PAY FOR THE IRRIGATION STAKING SERVICES. UPON LOCATING EACH SPRINKLER, THE CONTRACTOR SHALL PERMANENTL V MARK THE LOCATION UNTIL THE SPRINKLER IS INSTALLED. NOTE; CONTRACTOR SHALL FURNISH IRRIGATION SYSTEM CENTRAL CONTROL FEATURING TORO NETWORK 8000 MODEL 132-94-50 WITH 486 COMPUTER AND TORO MODEL NW 8000 AC WEATHER STATION. SEE SPECIFICATIONS FOR FURTHER SYSTEM REQUIREMENTS. OEr. 1,51-fT. l'2 3,5tfl-~ 3,'.;ffi.13 b,'Sttr. 11.- E>,61-fl'. 12. -------------------------- IRRIGATION NOTES: 1. THE BASE SITE PLAN AND SURVEY WAS PREPARED BY SEACREST ENGINEERING. 2. IN ADDITION TO THE ATTACHED DETAILS AND SPECIFICATIONS, REFER TO THE CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS; PART Ill-PRIVATE SYSTEM, PAGES 72 THROUGH 86, PREPARED BY THE CARLSBAD MUNICIPAL WATER DISTRICT, OCTOBER 1993. 3. THE ATTACHED IRRIGATION PLANS HAVE BEEN DESIGNED BY TWO PARTIES. VAN DYKE & ASSOCIATES PROVIDED THE IRRIGATION DESIGN FOR THE SLOPES AND ORNAMENTAL SHRUB/GRASS AREAS. RUSSELL MITCHELL AND ASSOCIATES PROVIDED THE IRRIGATION DESIGN FOR THE TEES, FAIRWAYS, ROUGHS AND GREENS. EACH DESIGN PROFESSIONAL SHALL BE FULL y RESPONSIBLE For THEIR PORTION OF THE OVERALL IRRIGATION DESIGN. All ERATIONS TO THE DRAWINGS OR SYSTEM DESIGN SHALL NOT BE INCORPORATED WITHOUT WRITTEN CONSENT BY THE PARTY THAT PREPARED THE PORTION OF THE IRRIGATION SYSTEM IN QUESTION. 4 THIS IRRIGATION SYSTEM HAS BEEN DESIGNED BASED ON A STATIC WATER PRESSURE OF 76 PSI, PROVIDED BY THE CARLSBAD MUNICIPAL WATER DISTRICT. THE IRRIGATION CONTRACTOR SHALL FIELD VERIFY THE STATIC WATER PRESSURE AT THE POINT OF CONNECTION PRIOR TO ORDERING MATERIAL OR STARTING CONSTRUCTIOl·J OF THE IRRIGATION SYSTEM, AND SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY IN STATIC WATER PRESSURE. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, THE CONTRACTOR WILL ASSUME FULL RESPONSIBILITY FOR ANY ALTERATIONS DIRECTED BY THE LANDSCAPE ARCHITECT. 5. THIS IRRIGATION SYSTEM HAS BEEN DESIGNED FOR CONVERSION TO RECLAIMED WATER ON THE FAIRWAYS, ROUGHS, SLOPES, ORNAMENTAL SHAUB AREAS AND ORNAMENTAL GRASSES. THE GREENS AND TEES HAVE BEEN DESIGNED FOR POTABLE WATER SUPPLY. THE IRRIGATED AREA FOR THE RECLAIMED WATER IRRIGATION SYSl EM IS APPROXIMATELY 322,273 SQUARE FEET AND HAS A PEAK DEMAND OF 109 GPM WHICH IS EQUIVALENT TO 23.44 ACRE FEET OF WATER NEEDED FOR IRRIGATION. THE IRRIGATED AREA FOR THE POTABLE WATER IRRIGATION SYSTEM IS APPROXIMATELY 45,500 SQUARE FEET AND HAS A PEAK DEMAND OF 19 GPM WHICH IS EQUIVALENT TO 4.11 ACRE FEET OF WATER NEEDED FOR IRRIGATION. 6. PORTIONS OF THE EXISTING IRRIGATION SYSTEMS ON THE PERIMETER SLOPES WILL REQUIRE MODIFICATION. EXISTING VALVES AT TOE/TOP OF SLOPE AREAS SHALL BE REMOVED FROM EXISTING 1 1/2" OR 2" MAIN AND INSTALLED ON NEW PRESSURE SUPPLY MAIN LOOP. NEW CONTROL WIRE SHALL BE RUN IN THE NEW MAINLINE TRENCH FROM EXISTING VALVES TO THE NEW CONTROLLER LOCATION. EXISTING MAINLINE SHALL BE ABANDONED. THE EXISTING VALVE INFORMATION WAS TAKEN FROM DRAWINGS PREPARED BY WIMMER YAMADA & ASSOCIATES (WYA), DATED 9/16/86. SOME EXISTING SPRINKLER HEADS AT TOE OF SLOPES WILL REQUIRE ADJUSTMENTS IN THEIR LOCATION DUE TO NEW SLOPE AND ORNAMENTAL GRASS PLANTINGS. THE CONTRACTOR SHALL PROVIDE ALL ADJUSTMENTS AND REPAIR TO EXISTING SYSTEMS AS REQUIRED AND AS NOTED ON DRAWINGS FOR A COMPLETE AND OPERA8LE FULL COVERAGE SYSTEM. 7. THE CONTRACTOR SHALL COORDINATE IRRIGATION SYSTEM TRENCHING AND CONSTRUCTION WITH ALL OTHER UTILITY INSTALLATIONS. 8. IRRIGATION PLANS ARE DIAGRAMMATIC. NO TRENCHING OF WIRE OR PIPE WILL BE PERMITTED IN GREENS ANO SAND TRAPS. ONLY MINIMAL TRENCHING WJLL BE PERMITTED IN TEES. 9. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED. 10. THE CONTRACTOR IS RESPONSIBLE TO SET THE ADJUSTABLE PART-CIRCLE SPRINKLERS AND INSTALL THE PROPER NOZZLE ARC IN THE LAWN POP-UP SPRAYS TO MATCH THE ARC OF THE AREA BEING IRRIGATED WHILE KEEPING THE OVERSPRAY ONTO THE AD,I1\.CENT AREA TO A MINIMUM. 11. INSTALL RAINBJRD XERI-BUG PRESSURE COMPENSATING EMITTERS PER THE FOLLOWING SCHEDULE: PLANJSIZE 1 GALLON SGALLON 24"80X 36" BOX EMITTER TYPE XB-05 XB-05 XB-10 XB-10 EMITTER QUANTITY 1 EACH 2EACH 4 EACH 4EACH EMITTERS SHALL BE INSTALLED ABOVE GRADE, EQUAL DISTANCE AROUND THE CIRCUMFERENCE OF THE PLANT ROOT-BALL AND ALL PIPING SHALL BE THOROUGHLY FLUSHEO PRIOR TO EMITTER INSTALLATION. SEE DETAILS. THE CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY FLUSHING OF THE DRIP SYSTEM DURING THE SPECIFIED MAINTENANCE PERIOD, AND IS RESPONSIBLE FOR REPLACEMENT OF ANY PLANT MATERIAL WHICH DIES DURING THE MAINTENANCE PERIOD THAT IS THE RESULT OF UNFLUSHED DRIP TUBING. DRIP VALVES SHALL RUN IN CONJUNCTION WITH, BUT ON SEPARATE PROGRAMS, FROM OTHER VALVES OPERATING ROTORS AND SPRAY HEADS. ---------------- 12. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF PROPOSED SLEEVES WITH THE CONSTRUCTION OF CONCRETE FLATWORK AND ASPHALT PAVING. ALL SLEEVING SHALL BE INSTALLED BY THE IRRIGATION CONTRACTOR UNLESS OTHERWISE NOTED. INSTALL SLEEVING BASED ON THE FOLLOWING SLEEVE SIZING SCHEDULE· PIPE SIZE OR WIRE QUANTITY: 3/4" LATERAL 1" LATERAL 1 1/4" LATERAL 1 1/2" LATERAL 2" LATERAL 2 1/2" LATERAL 3" LATERAL 1 -20 CONTROL WIRES 21-40 CONTROL WIRES .41-60 CONTROL WIRES 3" PRESSURE SUPPLY LINE 4" PRESSURE SUPPLY LINE REQUIRED SLEEVE /S}: (1J2(~vc (1) 2;' ::,,\.,1-rv\PVC ( 1 ) 2",... -1..,pvc (1) 2". ~vc (1) 4" ., )PVC (1) 6" ) PVC (1) 6" "" . PVC (1) 2" ,. ~ PVC (2) 2" I . PVC (3) 2" ~-" / ,, PVC (1) 6" CL 315 f-'V(.; • /,\ (1) 8" CL 315 PVC Lb. 13. CONTRACTOR SHALL COORDINATE AND FIELD VERIFY LOCATIONS OF TURF AREAS AND SHRUBfTALL GRASS BEDS TO ENSURE THE PROPER ALIGNMENT OF FENCE MOW STRIPS AND APPROPRIATE IRRIGATION HEADS OR DRIP SYSTEMS. 14. THE INSTALLATION OF THE IRRIGATION WATER SYSTEM $HA.LL CONFORM ... TO1HE REGULATIONS FOR THE CONSTRUCTION OF IRRIGAtlON WATER SYSTEMS WITHIN THE "CMWD" (CARLSBAD MUNICIPAL WATER DISTRICT) AND THE ACCOMPANYING PLANS AND SPECIFICATIONS. 15. ALL PRIVATE CONSTANT PRESSURE RECLAIMED AND POTABLE WATER MAINLINE PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH THE "CMWD'S"' REGULATIONS AND THE IRRIGATION SPECIFICATIONS (WARNING TAPES ALSO REQUIRED). 1·a. CONSTANT PRESSURE RECLAIMED WATER PIPING SHALL BE "ALERTLINE" VIOLET COLORED PVC AS MANUFACTURED BY BROWNLINE, INC. OR APPROVED EQUAL 17. MARKING ON THE FURfl.E COLORED PVC PIPE SHALL INCLUDE THE FOLLOWING: ' ALERTLINE. CAUTION RECLAIMED WATER, NOMINAL PIPE SIZE PVC-1120 PRESSURE RATING IN POUNDS PER SQUARE INCH AT 73 DEGREES. ASTM DESIGNATIONS SUCH AS 1785 2241 2672 3139. PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO ' SIDES OF THE PIPE. 18. WARNING TAPES SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPING CARRYING POTABLE WATER AND RECLAIMED WATER. 19. WARNING TAPE FOR RECLAIMED WATER PRESSURE SUPPLY LINE. THE PLASTIC WARNING APE SHALL BE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS "CAUTION· RECLAIMED WATER LINE BELOW". THE OVERALL WiDTH SHALL BE 3 INCHES. WARNING (CAUTION) TAPE SHALL BE AS MANUFACTURED BY THOR ENTERPRISES, INC., P.O. BOX 450 SUN PRAIRIE WISCONSIN, 53590, (PHONE: (608) 837-7197). ' WARNING TAPES SHALL BE lNST ALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUNQ THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. 20. POTABLE WATER BURIAL TAPE. ALL PVC POTABLE WATER PIPING SHALL BE BLUE OR SHALL BE WHITE WITH BLUE STENCILING APPEARING ON BOTH SIDES OF THE PIPE WITH THE MARKING "POTABLE WATER" IN 5/8" i LETTERS REPEATED EVERY 12 INCHES, AND BLUE TAPE : IDENTIFYING IT AS A POTABLE WATER LINE AND STATING "CAUTION: WAYER l.'.INE BURIED BELOW". • i 21. WARNING TAPES SHALL BE A MINIMUM 3 INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENYIRE LENGTH 0~ ALL CONSTANT PRESSURE MAINLINE PIPING. THE TAPE SHALL BE ATTACf:lED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY 5 FEET ON CENTER. A SECOND TAPE SHALL BE INSTALLED CONTINUALLY OVER ENTIRE LENGTH OF PIPE 12 INCHES ABOVE THE WATER LINE. I 22. THE CARLSBAD MUNICIPAL WATER DISTRICT SHALL BE I NOTIFIED SEVEN DAYS PRIOR TO THE START OF , CONSTRUCTION AT (619) 438-3367. : 23. AS-BUILT DRAWINGS OF THE SPRINKLER SYSTEM MUST ~E SUBMITTED AND APPROVED BY THE DISTRICT ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. FAILURE TO PROVIDE THE DRAWINGS MAY RESULT IN THE FORFEITURE OF THE CONTRACTOR'S STANDARD RETENTION FEES. 24. ALL PRESSURE MAIN LINE PIPING FROM THE RECLAIMED -WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10 F ET MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECLAIMED AND POTABLE WATE]R PRESSURE MAIN LINE PIPING CROSS, THE RECLAIMED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATBR PIPING IN A CLASS 200 "ALERTLINE" PURPLE COLORED PVC SLEEVE WHICH EXTENDS A MINIMUM OF 10 FEET ON EITlER SIDE OF THE POTABLE WATER PIPING AND PROVIDE A MINIMUM VERTICAL CLEARANCE OF 12 INCHES. CONVENTIONAL (WHITE) PVC PIPE MAY BE USED FOR 1 SLEEVING MATERIAL IF IT IS TAPED WITH 3 INCH WIDE RED WARNING TAPE WHICH READS "CAUTION RECLAIMED WATER". 25. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. • I A. TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4", PURPLE IN COLOR WITH THE WORDS, "WARNING RECLAIMED i WATER-DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO IMPURA-NO TOMAR" ON THE OTHER SIDE. i IMPRINTING SHALL BE PERMANENT AND BLACK IN CQLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY I ENTERPRISES, 1207 WEST STRUCK AVENUE SUITE "B" ORANGE, CA 92667 (714) 771-4142. ' '' B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: i 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP ' 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH Pl.!ASTIC TIE-WRAP . 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. i 26. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO i AREAS NOT UNDER THE CONTROL TO THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS STREETS AND! SIDEWALK. ' • I ' 27. REFER TO THE IRRIGATION SPECIFICATIONS FOR A DETAILED DESCRIPTION OF ALL IRRIGATION SYSTEM SITE OBSERVATION REQUIREMENTS. FAILURE TO CALL FOR THE REQUIRED SITE OBSERVATIONS MAY RESULT IN FORFEITURE OF THE i -CONTRACTOR'S STANDARD RETENTION FEES. 1 ' 28. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE I GUIDELINES PUTS YOUR SYSTEM IN VIOLATION OF THE DISTRICT'S RULES AND REGULATIONS AND WILL RESULT IN TERMINATION OF SERVICE UNTIL CORRECTIVE STEPS HAVE BEEN TAKEN. 1 1\i'PROVt;D F'OR r)I.ANTINC; AND IRRIC;A.1'TC)N ONLY, INCLUl)lN(; l)RF~CISE LOC;A1'ION OF JJLi\N'l'lNC; AREAS. ii II: !I -cr-1w17 qo1-c.~n I I .1 ---------------------------·------------------------------------ ANISHGRAIJE ~---VAtVE•IN-HEAO SPAINKI.ER OA OCV SET 1• ABOVE GRADc ATTIME OF INSTAU.ATION. LOWER TO FINISH GAA0E AFTEA nlfU' IS WE4,- ESTA8USHED ( !AO o,.tEf>.. 1"0 €,e, ~ .------IRRIOATION CONffiOUER .~,-~1111~~~.;.::!:;:n~~IIIIE--;:;~~11~~~=:::::!=:::;c'1-~1~111~~~--f==--r:i:2!:~:f;;d:.l,6llM~~~ -1111 1111 -~ II IJ 11"1 -_,,.A..__ ffi 1) -r_ IU s> j ~ f:L rL fi_ It 11/4" ANGLE IRON 18" LONG WlTH GALVANllfO U-BOlT. 1• 90" EU!OW WITH ACMEllA:AO DURA 1'8'J0-010 1· l.fAlE AO.APTER Wmt ACME lHREAO PVC lAlERAL LINE (SUB- MAIN) EU. OA TEE WITH 1" lliAEADEDCUTI..ET ----~ DURA-MOOEL; DUl-010-l"MIPTX MIPTx 12· 12" UHIBOOY NIPPLE I" 90" EUlQW WfTH ACME THflEAO '---------1"MIPTEND CD VALVt. IN HEAD I --------- -~ F!N!:'.H C,RAm. . 171 !i ,··.· --· .. . . -, l. I ---·-·fi"F! FX DRAiN P!P[-+ <.'.:.... LXTLNO c/LLOW tlO!Tl)M ' Of-VAJV} 1t'i" .. / , _! __,. r '1' x s"rc£: scHEout F / 80 PVC NIPP•. F 1,-t" . •• lc,,)LAliON V/ILVL ;o<; J l ' ' ' I .y8'• PFA (;RAVEi Q'ULLP------ SUlc.DULE 80 PVC NIPPI.E MINIMUM l E'.'-IGT:--1 ~----~· 5 l'::X? LA ION ····•·-CLASS J 1 ~ PVC L,\fERAI . (SUB-M~IN) LiNE "-.._ sc«rnutE 40 PVC r:OUPUNC ·-----BRICK ? TOTAL PVC MAIN UNF VALVE CAP 0 FINISH <.lRAOE ---c---... 24' 2 • 1" PVC SWEEP EU FOR 12C VOLT A.C. AND SIGNAL WIRE. INSTAll BETWEEN EACH CONlROlLEA AND MAINTENANCE BUll.DlNG. ~--24 VOLT CONTROL WIRING CONCRETE PAO -s• THICK (MIN.) EXTEND 8" BEYONIJ EACI-I $10E ANO BACK ANO 24" IN FRONT 3" PVC SW!;EP EU - EXTEND 24" BEYOND A.C. ;==~)a:~§PiAVING If-,,__ ______ COPPERGAOUNOROO PER TORO AfOUllEMENTS t!Qif; All WIRE SHALL 81; DIR£CT BURIAL TYPE U.F. fn\ CONT~LLt:t<,. D8TAIL 0----- VALVE CC:; ,AOL WIRE • PROVIDE 3M OBY SEAL PACKS AT ALL SPLICES AND J6" OF EXCESS UF WIRE IN A 1" DIAMETER COIL-----, RECTANGULAR PLASTIC VALVE BOX WITH 60L T DOWN LIO. ONE VALVE PER BOX -NO EXCEPTIONS. INSTALL BOX AS SHOWN IN BOX INSTALLATION DETAIL TOP DIMENSION; 11 3/4!.e" X/l.Ycr- (12' DEEP( 9ifT~.J"..J«'_s;;i~fi:>~;:;:~ ~-SCHEDULE 40 PVC MALE ADAPTER PVC LATERAL LINE LOWER LA TEAAL LINE WITH SCH. 4DPVC4S<) ELBOWS REMOTE com'imL l.~1 ~ VALVE WITH FLOW CO~Jail?'::::C,-'lm]lii/lir----",;;;;:----7nm1"7'--y--7~-,--~,-71 AND MANUAL BLEED---._ SCHEDULE 80 PVC THREADED FITTINGS (AS REQUIRED] --~\',~i=:id~--.:;t~ PVC MAIN LINE SCHEDULE 40 PVC PLASTIC SOL VENT WELD FITTING. 3/4" Df1IIJN ROCK -S- DEl'P BElOW V/11..VE (NO SOU. IN V/Jl.VE BOX) REFER TO IRRIGATION LEGEND r-,-----,1 BRICK -1 EACH coaNER @ -REMOTE. GONTfVL VALVE POP-UPIAWN REFER TO IRRIGATION LEGEND --0,..,....,,..,""""'"'<Yrl' 1'2" COBRA CONNECTOR MODEL CC-600 OR EOIJAL UPC APPROVED SCHEDULE 40 PVC TH' OR EL80W IA ll§liiilll 1111=111 111=-~1111 lffi •.: 1111 Ii-CH • NOTES· 1112" --1 ;.,..-. ~--.. ~ .... c----; •,. . . . WALL, WALK, CURB OR BUILDING----" 112"·SCHEOULE 80 PVC THREADED NIPPLE (LENGTH AS REQUIRED) 112· SCHEDULE -40 PVC 90-Ell 1. DISTANCE ·A· TO BE 18' MINIMUM FROM FITTING TO UNDISTURBED SCIL THRUST BLOCKS SHALL BE POURED ONLY AGAINST UNDISTURBED EARTH. 2. REFER TO THRUST BLOCK CHART FOR DISTANCE -l-ANO 'H". 3. CONCRETE TO BE SHAPED INTO A WEDGE WITH THE WIDE END AGAINS.T THE (.~iLQF!)!V~~~;;o:~c;r~ M~~~ ~~£5AN1-froOREon<fA<:roR~CE\YiTii'"PIPE MANUFACTUREffS RECOMMENDED STANDARDS AND SPECIFICATIONS FOR THRUST BLOCKS. 6. CONCRETE SHALL BE KEPT BEHIND THE BELL OF THE FITTING WITH THE CONCRETE NOT PERMITTED TO RUN OVER AGAINST THE PIPE OR INTO THE JOINT. PIPE SIZE 90• BEND 4s•BEND TEES AND OEADENDS BEARING AREA Lx H BEARING AREA Lx H BEARING AREA lx H (SQUARE FT.] (SCUAAE FT.] (SQUARE FT.) 4• 1. 7 15• X 15• . 93 12· x 12· I. 2 14• X 14· THE FIGUi'\ES IN THE CHART ARE BASED ON A WORKING PRESSUR!c OF 150 PSI. (j) 1H1'U5T BLOC K INFO . , LG ROUND PLASTIC VALV~,···~~,... WITH 80l T DOWN LIO (F..,RF!..l:,J. Ff;f<.. " 1/"!El> TOP DIMENSION; 10". J\....-'\__., FINISH GRADE REFER TO IRRIGATION LEGEND 3- GATE VALVE WITH?• OPERATING NUf (0-RING CONNECTION) 0, RING PVC MAIN LINE --- ,,,---a-CLASS 160. OR SCHEOUtE •o PVC PIPE (NOTCH TO FIT OVl;A MAIN LINE PIPE) 14 REBAR-8ENO OVER VALVE BODY Li .---CONCAETETHllUSTBlOCK (±) GATE. VAL \IE -8 11 'f: LAf<.E,Ef:, CONCRETE THRUST BLOCK (TYPICAL)---:,...__ INSTALL MAIN LINE AS PEA MANUrAcTIJFlEffS INSTALLATION GUIDE. SIZE OF CONCRETE THRUST BLOCKS SHAll BE PER PIPE MANUFACTUREffS INSTALLATION GUIDE. @ lttRUS1 BLOCK APr)ROVED FOR PLANTING 1\ND IRRIGA'fION ONLY, -·· .. . . ··-· -·-... fl•\~ I . •-> -· --·-•---·· INCLlJl)ING PRB~ClSf; I [TLE. -·-·-·-·· ... •.. . . LC>CA'l'lON Of' P LAN'l'J N c; Rf Vic \J'.J BY• ARF:,.\S. INSl'f C ff!R \ B; "I ~-) .:. -·. ... -·-- '·( ; wl ~ ... Uf ·t.,~\,·,) .. ·· 1.-.• I . _ .. ,·# ' J" Ii ... DA I' --· ' ~~ -'/2\ CONSTRUCTION CHANGE ADDED SHEETS 20-24 ···-· ----· -I ·---··-··-···-------. -. )t_ SI tr! f CITY OF CAl{LSBi\D I SHEETS -· . -· ··-··· . .. . ----··--· .... .. -······-··-. .... . -12---11-'r ~ --... -. ... . --· ... -.. -.. -. .. .. Pl ANNIN'., Df i_'l,i< I Mt N f. t '2fl ' - I .. .. --. --... I IRRIGATION DETAILS FOR: b -··-.. ··-I i -··-· . . ··---.. . -.. ........ -. . . . CALLAWAY GOLF 2 , I i i --· . .. 5825/5860 D YDEN PLACE A.P.N.: 212-89~ -04 & :os , .. ------.. --.. . .. .. ... .. --·-.. . . .. ---· ---. . .. .. --·-... -. -·-·· ··-·-·---· . ... ·-· ..... -.. ·-··· i P.Pf'ROVt 6-/-fo}r : . ------· . -·-·-·---· ·-------·-· --.. ··-·-·-···--·· •-·-----.... .-· ................ · ....... · ·· · .. 11---·-l --·-----·-·---. -· . . . .. . ..... .. . ·-·-... -LA~~l~_T_AN: __ PLANNJNG DJRC:C:TUR .. . ... --_i'."llc___i " . . ---·-· ~IN ~i LR6JECT .. NO . .. JL~~w1lis· N-1 DAIE INITIAL DAT[ !NlTIAl DAR INITIAL HKD BY:_ _I .. f,[VISION DESCRIP liOt--. -· ENGlN((R or WORK Q!H[R APPROVAL CITY APPROVAL v_\J_p BY, .. ~__j _ -·-···· :'3 -~ w 0 z 0 -I- <( C, -a: a: \ NOlES:. I_ nUlf:SWl.El'l'-OFITTNiS CR~ 10 cmER FilOLJ11ES E£TWffN ~ ~ ArO ElAO<f1..0,V ASSEMEll'r'. I(_ 2. BtO<flON FF£\£NTER MAY r-OTEE I INSTAl.1..ED IN FUlX RilGHT-Of'·WAY. 3. CCt6TRLCT 2' HIGH F£TAINII\(; WAlL CN 3 sn5 a' BllOIA.ON PF£VENITfl v.t0 INSW.l£D 00. I 41 Cfl cnATER ~-~ fJ'4) 1 $HAU_ E£ AT CXM!'II¾ L 510£ Of' sun:. RU.'O:: 2' HCR!Z.(NTAL Cl£tlRAt£E BETWEEN \Will. ANJ M.J<FlDW PREVENTER. 4. 00 'OT 1"'5Ttlll_ IN AilfA SU8JECT lO FLCCONG. 12"MJN. 36.MAX. "MAX. ~>--{5 Hl>---{2 PG24 .. " .. -.. ---....... ,,_ ........ ft-----q ... ,. " ..... ---.... --,. .. .. ,. ............. .. • ----------------------------------------------------------------------------------------------···· -- ..,,,--6" MIN., 12" MAX. FROM FACE OF FIXED IMPROVEMENTS ~-HOSE BIBB W/SWIVEL ON QUICK COUPLER KEY ,---QUICK COUPLING VALVE W/LOCKING RUB8ERCOVER (f'Jl~ ~ ~~) ,---FLUSH IN LAWN 2" IN GROUNDCOVER ~-FINISH GRADE • ,--.--i.1n:. fl~l~~f'I~ ,---~Llu.p. ~ve !.'oX (~~fl<~_-.::> If'= ===-l==''il==-~----==)\ 11 II II _...I -vfil" ~~ -Ir~ I rvc. ';()I. o/.) --.;:it--lH,J I I [:f',(f'11leHk.o¥-1/41';;~ '-----~--SHORT BRASS NIPPLE ~----PVC SCH. 80 FEMALE ADAPTER '-------PVC SCH. 80 NIPPLE (LENGTH AS REQUIRED) '--------PVC TEE OR ELL@ MAIN LINE t11ffl~ 1 r,r-II Flnlj:1--,;r;;,--------=--';-~c-ll--l+-~•f",('..UJ.lql II " r---f• II II ~,,., '9 II R(,:.. i,,.!J-.. Y""l..V!"'.- ...;r-i;--tt-~~ ">i.Jmx u.le ~==========F=i>-.# I I !if.J G~t-1 Wfi~ ~~'( i..Jtn.lit-1 et,)(· R!o H:>f' ~ VA.Ve-~l½- 1;1>,l..~ lb/<P ~f'W:;,t.l i..Jrm FtiJ~ 6'~- '---5Uf" t MIPr ""-tt. "\:> l'\t ~ "---f'\K..-~'P'"L.Vl'-<.fxf7 5£'.H 8=-pyc...}.Jff'f1.£v~k"' . p0;?Lli~ "ff', .;....JB--"'4~ ~ -e.Jr1p(;ql..rr.') ! ACKFLOV'! FfZEVENTf:~ ® QLJ ICK COUFLEF--@ PRIP VALVE. A':SE'.MDLY <,, Ol.ffL.E.T v'fZ( p e.n~ -- fL.e><l e:>U:.. i"".Y.C-t?tz.11"" 1.-.lNE.----".. U'oe E.MI~ l}Rlf;>-L-1..))--TION f'LJNCti O~L-. Y, fU=XIBL.f.. pi,qr uNF::-{THr-o L-1t-le., '::l rl oi,.Jt-l ot-J f'U>tJ <o) 0 ot.ln..-er l?tZf/"" l=-MITTE.f'- ( 'q".E.. If fZIGi ?-TJ or-J. L.1::.19f t:ND) ----------~ ~ <op,t,,GrHc:[TI TU~NS\ -~x, LeNGiTH Of 5' ~~ rl.PtlnNe, rlo~{TY~) ~ ~J.?!zlf' L.IHE:. (Trr,) ~·-~ GPt"-~ z fa-T 1:.P6't'-'<:J Of f'L-.AtlT1t-lcsi 0ot..t:. P--NP + ~4'UJl71<6T.t>t!n-Y l'-T t.7!'21f' L1~e F0 rz TA=J::<o, ii I .c;;llfttl 11! 111- =11 1~ -x+!. to fVC Hlffte i,----....h.JJ ~0Trl /'<:I P~'O· l"X Id ':';C#. ~ re-, HIPPLE .-----Jd' ¢ YALYE ~-~ND 1AIR' iv VALV!= e:ox Covef<:. ~-~f MIP~ Flf' ~. -io r<c qo Etl.. (?.) ~ l"t-2q ~. ~ f'tC l'llf'fl..E. ' . FINISH Gf,"DE 11 ® Alf' l':.E:LE/6E VA[.:_V_E. __ I 111 "' ., r-------jT,' ~p ~ t,i(_I ~Xql L'.'f\t"lf:il.... ~ ( f\.lR~ OJ'{f9.. ot-1 UV /"c:R_ ~Imel>) i'1 ~----z.•' Y,"!-'>'t. ~- .--~-~" ~ ,;;r,,,.-..v... ""'IJr!f' n-~--tt--:t" a~ fVc.. ~ ~µ.~ ' .,---~ '\1lj'. f' )( F 'ii<1.l.a> f",t=-= f.lA-, ~ -i) ~ a.. r\t'.-~IFf'l..e. ~ _. c-r.) --¥t-" ~ C£. ~ ..... ~ ~-~ r' "F ~4>-f'Vc.. <a> W-- ~-fil-,U.. f,r l"'F'!C: 'ft>"'O!tj:2 ~f' ~---N" ,r, .J fYC... f.11ffl.t'.. =i\. °&" .,___ ___ .1 .. ,r' "'~eD ~•-ia.~p c.-su.. ~r;qf"ll'.r,ptl;s,-). APPROVED FOR Pl.ANTIN(; ANL) IRRIGA'l'ION ONLY, INCl,UDING fJRECIS~: T.C)C:A'l'ION OF PLANTING Al<EJ\S , .. _ /2t CONSTRUCTION CHANGE ADDED SHEETS 20-24 ·-+----+---· ----1---+··· - -+---+---·· --- .. 1---+-----·-··-··· I t ···1--f-------·-. -+----------.. -·-=-+-,-,=-cc-+--·--·----·--·---··-··-· DA TE INrnAL _____ ____, REVISION DESCPff>TION H (\ s B l J I I. . i ., -· ·----·· --. . --· --·---------·. 111 l t . _ ---·-···· __ _ --··--·· INSf'F:C T[]f< or;n: ~ -~ w 0 z 0 -t-<C 0 -a: ----------------------------------------------------------------------------------------+-...all: CMWD qd-C,?¾ fNGINEER Of WORK PART 1 -GENERAL 1.1 SUMMARY: 1.1.1 This section covers the furnishings of all materials and pertorming all operations to provide a complete operable landscape irrigation system as shown on the drawings. All controllers, central control computer, weather station and system components related to the irrigation of the driving range fairways, roughs, tees and greens are specified by Russell D. Mitchell & Associates (510-939-3985). Other site irrigation components such as drip sys:ems and reconnection of exist!ng slope valves to the new controllers are specified by Van Dyke & Associates (619-294-8484). The scope of the work includes the following: . 1 T ranching, stockpiling excavated materials and refilling trenches. 2 Irrigation system components including but not limited to: piping, backflow prevention devices, valves, frttings, rotors, spray heads, valve-in-head sprinklers, drip emitters, drip tubing, controllers, wiring and final adjustments as determined by the Landscape Architect and Owner's representative to insure efficient and uniform distribution. . 3 Pipe connections to pump stations, water meters and backflow prevention devices. .4 Testing and inspection vi irrigation system. .5 Clean-up and maintenan-.P. 1.1.2 The conditions of the Contract and Division 1 apply to this section as fully as if repeated herein. 12 RELATED SECTIONS: 1.2.1 Section 02900 -Landscaping 1.3 GENERAL REQUIREMENTS: 1.3.1 Code Require:nents shall be those of State and Municipal Codes and Regulations locally governing this work, providing that any requirements of the Drawings and Specifications, not conflicting therewith but exceeding the Code Requirements shall govern, unless written permission to the contrary is granted by the Architect. 1.3.2 Conform to the requirements of the reference information listed below except where more stringent requirements are shown or specified in the most current set of construction documents: .1 American Society for Testing Material (ASTM), for test methods specifically referenced in this section. 2 Underwriter's Laboratories (UL), for UL wires and cables. _ 1.3.3 Work involving substantial plumbing for installation of copper piping, backflow prevention devices and other related work shall be executed by a licensed and bonded plumhing contractor, Any necessary permits shall be obtained prior to beginning work. 1.3.4 Specified depths of pressure supply lines, laterals and pitch of pipes as stated in this section are minimums. Settlement of trenches lower than grades specified on the final grading plans is cause for removal of finish grade treatment, refilfing trenches, recompacting and repairing of finish grade treatment. 1.3.5 Follow current printed manufacturer's specifications and drawings for items or information not specified or graphically indicated in the most current set of construction drawings. 1.3.6 Scaled dimensions are approximate and at times it is not possible to indicate offsets, fittings and other related equipment graphically on 1.3.7 1.3.8 1.4 1.4.1 the construction drawings. Contractor shall be responsible for minor changes caused by actual site conditions. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions of related sitework, architectural elements, utilities and landscaping and furnish and install required sleeves and fittings. Do not install the irrigation system as shown on the construction drawings when it is obvious that actual field conditions such as physical obstructions, grading discrepancies and field dimensions vary from those recorded on the construction drawings. Immediately bring any such discrepancies to the attention of the architect prior to proceeding with work. If immediate notification is not given and such discrepancies exist, the contractor shall assume full responsibility for necessary revisions, as determined by the Landscape Architect or Owner's representative. All central control system and weather station communication cable installation and splicing or radio communication shall be tested and certified in writing by the appropriate manufjicturer's representative and shall also be tested on line with the central computer system prior to initiating a walk through for substantial completion. EXISTING FIELD CONDITIONS: Preserve and protect all existing trees, plants, monuments, structures, hardscape and architectural elements from damage due to work in this section. In the event that damage does occur to inanimate objects and structures, the contractor will repair or replace such damage to the satisfaction of the Owner's representative. Damage or injury to living plant material will be replaced at the Contractors expense. ---------------------------------- 1.4.2 T~er.ching or other .vork required in this section unde~ the limb spread of e,xisting trees shall be done so as to prevent damage or harm to limbs, branches and roots. 1.4.3 Trenching in areas where root diameter exceeds 2 inches shall be done by hand. Exposed roots of this size shall be heavily wrapped with moistened burlap to avoid scarring or excessive drying. Where a trenching machine is operated in proximity to roots that are less than 2 inches, the wall of the trench shall be hand trimmed, making 'clean cuts through roots. 1.4.4 Trenches adjacent to or under existing trees shall be closed within 24 hours , and when this is not possible, the side of trench closest to the tree or tref!S affected shall be covered with moistened burlap. 1 .4.5 Protect, maintain and coordinate work with other contracts, specifications, trades and utilities. Extreme care shall be exercised in excavating and working in the area due lo existing utilities. Contractor shall be responsible for damages caused by their operations. In the event that damage does occur, the costs of such repairs shall be paid by the Contractor unless other arrangements have been made with the Owner. 1.4.6 Use caution where trenches and piping cross existing roadways, sidewalks, hardscape, paths or curbs. In the event that damage does occur, the repair shall be at the Contractor's expense. 1.5 SUBMITTALS: 1.5.1 Submit (6) six sets of all irrigation equipment to be used, manufacturer's brochures, service manuals, guarantees and operating instructions for approval to the Landscape Architect prior to beginning work. Submittals should be in a bound form complete with table of contents. The contractor shall not proceed with work in the field until this submittal is approved in its entirety by the Landscape Architect. 1.5.2 The Contractor shall furnish ( 4) lour service manuals to the Owner prior to scheduling a walk through for substantial completion of their work. Manuals shall be submitted in a bound form complete with a table of contents, copy of contractor's warranty and workmanship form on company letterhead and shall contain complete enlarged drawings of all equipment installed showing components warranty's and catalog numbers together with the manufacturer's name and address. Manuals shall include operation instructions. Manuals shall be subject to approval by the Owner or Owner's representative to completeness. 1.6 RECORD DRAWINGS: 1.6.1 Prior to beginning work in the field the contractor shall secure a complete set of irrigation plans, details and specifications on diazo mylars at the original scale. The contractor shall be responsible for making a set of blueline prints for every week on the project. At the end of each working day, the contractor shall record all work accomplished for that day on the set of blueline prints in red ink. Thf!Se record drawings shall be brought up to date at the end of each work week by a qualified draftsperson. These drawings should indicate the following: .1 Any zoning changes. 2 Dimension from two permanent points of reference {building corners, fixed hardscape comers, road intersections, permanent existing utilities) the location of the following items: a. Connection to existing water lines. b. Routing of pressure supply lines at every 100' along routing. C. Electric control valves. d. Gate valves. e. Quick coupling valves. f. Air release valves. g. Manual drain valves. h. Drip valve assemblies. i Drip line blow-out stubs. t Control wire routing ( if routed separately from pressure supply rine). k. Communication cable routing (if routed separately from pressure supply line). L Communication cable and control wire splices that are ootside of control unit or field satellite unit. m Backflow prevention devices. n. Water meters. o. Pump stations. p. Fertilizer injector receptacles. q. Control units and/or field satellite units. r, Grounding rods. s. Other equipment as directed by the Landscape Architect. 1.6.2 Prior to scheduling a walk through for substantial completion, provide a record set of field as-built drawings as described above to the Landscape Architect for review. After review, the as-built set will be returned to the field foreman requesting further information or will notify the owner that the records set of field as-builts are complete. At this lime a walk through for substantial completion may be scheduled. 1.6.3 Prior to scheduling the final walk through, a final set of as-built drawings on diazo mylars shall be completed and provided to the QOw~er or Owner's representative. !.-, Al-u-l. I'< I \.t... .APD ltifc. W; I:\ C,.<t\6~ Cir{ l"\Y'-f~ · ,· '•-"-.A.·"'-._,..___.,-..,_ ~----'-,-',).._./'..)" ill ..-\..._A ..... _ .... , __ ,. ____ -.... ~ •• ··.,,. ........ --~-. , • 1.7 CONTROLLER DRAWINGS 1.7.1 After completion of the final set of as-built drawings and prior to scheduling a final walk through, the Contractor shall obtain a set of completed as-built drawings from the Owner or Owner's representative for the preparation of controller drawings. 1.7.2 Provide two sets of controller drawings for each controller or field satellite unit installed on the project. The controller drawings shall be an actual blueprint reduction of the area covered by that controller or field satellite unit and shall be at the maximum allowable scale that will fll inside the controller door without folding the drawing. 1.7.3 Color each controller drawing with colored pencils using a different color to represent each separate zone. 1.7.4 Each controller drawing shall be hermetically sealed between two (2) pieces of plastic, each piece being a minimum of 20 mils thick and submit to Landscape Architect for review . 1.7.5 Alter review, the controller drawings will be returned to the Contractor and the Contractor shall make any required adjustments, after which the Contractor will permanently fix ( 1 ) one controller drawing to the inside of each controller or field satellite unit and bind one complete set of controller drawings in a loose leaf binder and submit to Owner or Owner's representative prior to scheduling a final walk through. 1.8 MAINTENANCE: 1.8.1 The maintenance period for irrigation shall begin after a certificate of completion is provided by the Landscape Architect to the Owner. 1.8.2 The Contractor shall warrant materials against defects and guarantee workmanship for the period specified under the maintenance agreement. Contractor shall be responsible for coordinating warranty items with manufacturer/distributor and Owner. 1.8.2 Settlement of trenches which may occur during the maintenance period will be repaired by the Contractor at no expense to the Owner. 1.8.3 Repairs required due to vandalism before the end of the maintenance period will be performed at the Contractor's expense. 1.8.4 Freeze damage to equipment during the maintenance period shall be repaired or replaced at Contractor's expense. 1.8.5 Prior to a release of responsibility at the end of the maintenance period, the Contractor shall schedule a walk through with the Owner or Owner's representative and shall provide the following: 1.9 1.9.1 .1 Current watering schedule requirements. . 2. Two (2) sets of the required tools for removing, disassembling and adjusting each type of rotor or sprinkler head and valve used on the project. .3 .4 .5 .6 Two (2) six loot valve keys for operation of gate valves Two (2) keys for each controller or field satell~e unit. Two (2) aluminum drain vale keys of sufficient length for operation of manual drain valves. Four (4) quick coupler keys and matching swivels for each type of quick coupler used on the project. EXTRA STOCK: Provide the owner with the following items at the end of the maintenance period: .1 Five (5) pop-up spray heads with nozzles of each type used, for every 100 pop-up spray heads installed on the project. 2 Five (5) rotor and valve-in-head sprinklers with nozzles of each type used, for every 100 rotors installed on the projec;t. .3 Fifty (50) drip emitters of each type used for every 1000 drip emitters installed on the project. PART 2 -PRODUCTS 2.1 PIPING: 2..1.1 General Piping: .1 Pipe sizes shown are nominal inside diameter unless otherwise noted. .2 Identify pipe with the following indelible markings: A. Manufacturer's name. 6. Nominal pipe size. C. Schedule or class. D. Pressure rating. E. NSF (National Sanitation Foundation) seal of approval. F. Date of extrusion. 2 PVC Class 315 (1"-21/2" Pressure Supply Line) and PVC Class 160 (3" and larger Pressure Supply Line) . .3 PVC Class 200 (Non-Pressure Lines). 2.1.8 Copper Pipe and Fittings: 2_ 12 Solvent Weld Pressure Supply Line: .1 Solvent Weld Pressure Supply Line: (downstream of backflow prevention device) Sch 40 (1-112"& smaller),PVC Class 315BE (2" & larger). Use purple "Alertline• on systems designated as future reclaimed water as indicated on drawings . A. Manufactured from virgin polyvinyl chloride (PVC) compound in accordance with ASTM D2241 and ASTM D1784; cell dassification 12454-8, Type 1, Grade 1. 2 Fittings: Standard weight, Schedule 40, injection molded PVC, complying with ASTM 01784 and 02466, sell dassification 12454-8 . A. Threads-Injection molded type (where required) B. Tef!S and Ells-side gated .3 Threaded Nipples: ASTM d2464, Schedule 80 with molded threads. .4 Joint Cement and Primer: Type as recommended by manufacturer of pipe and fittings . .1 Pressure supply line (from point of connection through backflow prevention device): Type K Hard Copper hard tempered, in accordance with ASTM 84284. .2 Frttings: Wrought copper, solder joint type. .3 Joints: Soldered with solder 45% silver, 15% copper, 16% zinc and 24°/o cadmium and solids at 1125° F and liquids at 1145° F. 2.1.9 Brass Pipe and Fittings: .1 Brass pipe shall be regular weight, 85% red brass, ANSI Schedule 40 screwed pipe. .2 Fittings: Medium brass, screwed at 125 pound class. 22 VALVES: 22.1 Electric Control Valves: Rainbird PES-B 2.2.2 Drip Valve Assemblies: 2.1.3. Gasketed End Pressure Supply Line: .1 Hardie 700-.75--RW: Two way solenoid, pilot operated made of synthetics, non corrosive material; diaphragm activated and slow closing. Include freely pivoted seat seal, retained (mounted ) without attachment to diaphragm. Use purple reclaimed water (RW) model. .1 Gasketed End Pressure Supply Line: (downstream of backflow prevention device) PVC Class 315RT (3" and larger). Use purple • Alertline• on systems designated as future reclaimed water as indicated on drawings. A. Manufactured from virgin polyvinyl chloride (PVC) compound in accordance with ASTM 02241 and ASTM D1784; cell dassification 12454-8, Type 1 , Grade 1. 2 Fittings: Ductile Iron; complying with ASTM D1784 and 02466, cell classification 12454-8. .3 Gaskets: Factory installed in pipe and fittings, having a metal or plastic support within the gasket or a plastic retainer ring for gasket. 4. Saddles: Rockwell 317 double strap saddle having stainless steel straps and ductile iron body. 5. Lubricant: As recommended by manufacturer of pipe fllti ngs. .2 Wye Strainer: Plastic construction with 150 mesh nylon screen and 1/2" blow-out assembly, manufactured by Agricultural Products, Inc. .3 Pressure Reducing Valve: Plastic construction with manual adjustment and shrader valve for pressure setting, manufactured by Agricultural Products, Inc. 2.2.3 Gate Valves: .1 Gate valves for 3/4" -2 1/2" Pipe: Brass construction; solid wedge, IS threads, non-rising stem with wheel operating handle. 2.1.4 Non-Pressure Lines: 2 Gate valves for 3" and larger Pipe: Iron body, brass or bronze mounted AWWA gate valves with a clear waterway equal to full nominal diameter of valve; epoxy coated inside and out and resilient seat; rubber gasket or mechanical joint-type only. Valves shall be able to withstand a continuous working pressure of 150 psi and be equipped with a square operating nut. .1 Non-Pressure Lines: (downstream ot electric control valves) PVC Class 200, conforming to ASTM 01785-83. Use purple "Alertline" for future reclaimed systems as indicated on drawings. 2 Fittings: Standard weight , Schedule 40, injection molded PVC, complying with ASTM 01784 and 02466, sell classification 12454-B. A. Threads-Injection molded type (where required) B. Tees and Ells-side gated C. Threaded Nipples: ASTM D2464, Schedule 80 with molded threads . .3 Joint Cement and Primer: Tyi:-;i as recommended by manufacturer of pipe and fittings. 2.2.4 Ball valves: PVC blocked true union, as specified on the drawings. 2.2.5 Quick Coupling Valves: Brass two piece body with locking rubber cap, designed for working pressure of 150 psi; operable with quick coupler. manufactured by Nelson or Rainbird. See irrigation legend for appropriate model# for reclaimed or potable water systems. 2.2.6 Air Release Valves: Apco #50 1 • air release valve. 2.2.7 Manual Drain Valves: 3/4" brass globe valve. 2.2.8 Isolation Valves: Buckner 200 MAV 2" bronze manual angle valve. 2.3 VALVE BOXES: 2.1.5 Drip Tubing: 2.3.1 Gate Valves, Drip Line Stow-out stubs, Manual Drain Valves, Flow Sensors, Grounding Rods, Communication Cable Splices and Wire Splices: Carson #910-128. Use purple reclaimed water lids on all future reclaimed water systems as indicated on the drawings. .1 Drip Tubing: Hardie Dura-Pol Blue Stripe, 3/4", EHD2057-050. A. Manufactured of flexible vinyl chloride compound conforming to ASTM 02855M, D380 and D1599. 2 Fittings: Type and make as recommended by tubing manufacturer. 2.3.2 Electric Control Valves, Drip Valve Assemblies: Carson #14129-128. Use purple reclaimed water lids on all future reclaimed water systems as indicated on the drawings. Replace all existing perimeter slope valve box lids with purple reclaimed water lids from the appropriate manufacturer. 2.1.6 Emitter Tubing: By emitter manufacturer. 2.1.7 2.4 SPRINKLER HEADS: Sleeving: 2.4.1 .1 Twice the nominal size of the pipe within. ' I , ', -. . z_.j17!DA-·'.· _" : ·~ --rr ,./ ' ' '· ,• APPI~OVED F'Ol\ FlLANTING 1-'\ND IRl~IGA'I'lON ONLY, INCLlJDING 1,TtECISB~ LOCA'fION 01<' PLANrf'JNG Al\Ei\S. TITLE _____ _ REVIE\IED iJY, DJ J;"l LJ ~ i i --12-\· CONSTRUCTION CHANGE ADDED SHEETS 20-24 _ -+ _ .... ____ : ______ _ [SH[[Tjf c;ftY Of CARLS.f3i\}Sirsiii:r:r:;1 _t:-1:: __ l ... -·-f'l.ANNINc, DFPARTM[;r ... . . (,.I ,.J4_'" f ,----------· · .. -----24 · .. , IRRIGATION SPECIFICATIONS FOR: ' ' .>--i' CALLAWAYGOLF A I 5825/5860 ~~DEN PLACE A.P.N.: 212-891-04 & 05 -----------.. -~-~~----i._--_-_-=,1_-_--_-_-_-_-_-_-_--_-_____________ -· ... --I . _ i--~1ASSISD!t-JT P~ANNIN(J :HR: .. ·~-=-~R _____ -··-__ ;~AE-~ l ---~---+--------..... ,. .. .. ------------_ __,_____ : DCHWKNO!-JBYY: ,--2fii_. I[""•• PROJFCT NO_----,,:,', IJ-~AiYiNG ;,i; ·-':, DAH·-:_ i._iNlil~~ / 0A1[ i tNtTIAL DATE INITIAL I R[V:SION DE'.>C!-{IP IION t---· -~----- u,,1c1NuH or waRK ~ OTHCR APPROVAL c11y APPROVAi ~~~~p_B_Y=_J)/_p~ __ .. ·-·· ·----·--····-__ JI __ .. -u. -C..l ,W . D. ,I Cl) z 0 j:: <( CJ -a: ._ ___________________________________________________________________________________________ B112:=:::lll-~~ CM W D Clo -c. 352. .1 4" to 12" Pop-up Spray Heads: Toro 570 Z series as indicated on the drawings. 2 Gear Driven Rotors: Toro S700 C series as indicated on drawings. .3 Valve-in-Head Gear Driven Rotors: Toro 734-06 series and 765-06 series as indicated on the drawings. 2.5 DRIP EMITTERS /EMITTER STAKES: 2.5. t Emitters: Rainbird xeri-bug emitters as specified on drawings. 2.5.2 Emitter Stakes: Salco #DTS-30-750 vinyl covered steel stake. 2.6 AUTOMATIC CONTROLLER OR FIELD SATELLITE UNIT: 2.6.1 Toro Automatic ControHer or Field Satellite Unit as specified on drawings. 2.7 CENTRAL CONTROL SYSTEM: 2.7.1 Toro Network eooo Model 132-94-50 with 486 computer, five-year national suppo -~ network (NSN) membership.printer, phone modum, Toro s0ftware package and host access with P.C. Anywhere Software. Range building compu1er shall be equipped with phone modum, remote access and P.C. Anywhere Software to access weather station files. Install Central Control System in the maintenance building. Connect to satellite controllers with Toro armored communication cable. 2.8 WEATHER STATION: 2.8.1 Weather station shall be Toro Model NW 8000 AC equipped to monitor solar radiaition, wind speed. wind direction, rainfall, air temperature and relative humidity. Install two Toro armored c,:;mmunication cable between central computer and weather station per Toro installation detail. 2.9 ELECTRIC CONTROL WIRING/COMMUNICATION CABLE: 2.9.1 Low Voltage: .1 AWG UF UL approved No. 14 direct burial copper wire for all control wires and No. 12 direct burial copper wire tor all common wires. .2. Wire Colors: A. Control Wires-Red. B. Common Wires-White. C. Master Valve Wires-Blue. D. Spare Wires-Green (labeled at termination) E. Additional Wires-Same as control wire (labeled at termination) .3 Wire Splice Connectors: Rainbird Pentite Connectors 2.9.2 High Voltage: .1 Type required by local codes and ordinances, or proper size to accommodate needs of equipment serviced. • '2.9.3 Communication Cable: .1 Toro communication wire: Paige P-7162-D-A1 2.10 BACKFLOW PREVENTION DEVICE: 2.10.1 Backllow Prevention Device: Reduced pressure principal backflow assembly shall consist of an approved brass or bronze body, brass check valves, hydraulically actuated relief valve, inlet and discharge shutoffs and field test cocks. Manufacturer shall be Wilkins. 2.10.2 Atmospheric Vacuum Breaker: Atmospheric opening shall be greater diameter than IS of unit. Vacuum relief to be separate and ~independent from check valve member. 2.11 THRUST BLOCKS: 2.11. ~ Thrust Blocks: Concrete thrust and anchor blocks shall be placed at each fitting 3" or greater and shall consist of Class C @ 2000 psi with 4" slump portland cement concrete. 2.12 SAND BEDDING: 2.12.1 Sand bedding shall be construction grade. PART 3 -EXECUTION 3.1 PREPARATION: 3.1.1 Examine field conditions prior to beginning work described in this section. Grading operations shall be completed and approved prior to beginning work. 3.1.2 Verify all sleeve locations prior to beginning work in this section and flag sleeves and conduits installed by other trades. Report any 3.1.4 3.2 3.2.1 3.2.2 3.2.3 3.2.3 3.2.4 Install sleeviny under paving, hardscape areas, sidewalks and paths prior to asphalt and concrete operations, to accommodate piping and wiring. Compact backfill around sleeves to 95% Modified Proctor Density within 2"/o of optimum moisture content in accordance with ASTM D1557. EXCAVATION AND BACKFILLING OF TRENCHES: Trench excavation shall as much as possible follow the layout shown on drawings. Trenches shall be straight in alignment and support pipe continuously on bottom of trench. Remove rocks and debris greater than 1" in diameter. Over excavate as required for bedding material. Depth of Trench: Pressure Supply Line: 24" from top of pipe to finish grade. Non-Pressure Line (Rotors): 18" from top of pipe to finish grade. Non-Pressure Line: 12" from top of pipe to finish grade. Drip Tubing: as indicated on drawings. Emitter Tubing: as indicated on drawings. Control Wiring: directly at side and bottom of pressure supply line. Communication Cable: opposite side of control wiring. Pressure Supply Line Locater Tape: 6" above top of pipe. Depth of Trench under Asphalt Paving or Concrete: Pressure Supply Line: 24" from top of pipe to aggregate base. 24 • from top of pipe to aggrega!e base. 24" from top of pipe to aggregate base. directly at side and bottom of pressure supply Non-Pressure Line: Drip Tubing: Control Wiring: line. Communication Cable: Pressure Supply line Locater Tape: pipe. oppos'te side of control wiring. 6" above top of .1 Piping located under asphalt paving or concrete shall be installed with the appropriate sized sleeve and backfilled with sand bedding (6" below pipe and 12" above pipe). .2 . 3 Compact backfill material in 6" lifts at 90"/o maximum density determined in accordance with ASTM 01557 using manual or mechanical tamping device. Set in place, cap and pressure test piping in the presence of the owner or owner's representative prior to backfilling. Width of Trench; Pipe Greater than 3": 14" minimum. Pipe Less than 7" minimum. Width between Trenches: Irrigation Trench to Irrigation Trench: Irrigation Trench and other Trade Trenches: 6" minimum. 12· minimum. 3.2.5 Boring: will be only be permitted where pipe must pass under an obstruction that cannot be avoided or removed. Boring backfill shall match surrounding soil density and grain. Boring under existing paving, hardscape or sidewalks may be permitted at contractor's own risk. Contractor is responsible for any repairs or damage lo such items at their own expense. 3.2.6 3.3 B3:;klilling: Backfilling of trenches may not be done until all required testing for lhe irrigation system has been completed. .1 Material: Excavated material is generally considered to be adequate 1or backfilling operations. Before beginning the backfilling operation, insure that backfill material is not frozen, is free from debris and rocks greater than 1 • in diameter, and is not mixed with topsoil. These materials after separated from backfill, shall be legally disposed of al contractor's expense. .2 Bed pressure supply line with construction grade sand 6" above and e• below pipe. Remaining backfill may be as described above. .3 Bed all electrical control wiring and communication cable wire that is trenched separate from pressure supply line with construction grade sand 6" above and 6" below wires. .4 When backfilling, slightly mound filled trenches for settlement after backfilling is completed. Compact backfill to a 90"/o maximum density in accordance with ASTM 01557 with a mechanical tamper. Do not leave trenches open for a period greater than 48 hours. Open trenches shall be protected in accordance with current OSHA regulations. .5 Smooth trenches to finish grade prior to requesting a walk through for substantial completion with the architect .. POINT OF CONNECTIONS: 3.4.2 All plasiic-to-plastic solvent weld joints shall use only the solvent recommended by the pipe manufacturer. Do not install solvent weld pipe when temperature is below 40° F. 3.4.3 Pipe ends and fittings shall be wiped with MEK, or equal approved in accordance with Section 01630, before welding solvent is applied. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. 3.4.4 Pipe shall be snaked from side-to-side of trench bottom to allow for expansion and contractions. 3.4.5 Install manual drain valves at all low points in pressure supply line as specified on drawings. 3.4.6 All changes of direction over 15 degrees shall be made with frttings. 3_4_7 When pipe laying is not in progress and at the end of each working day, close pipe ends with tight plug or cap. 3.4.8 Install pressure supply line locating tape along the entire length of pressure supply line. 3.4.9 Center load pipe with small amount of backfill to prevent arching and slipping under pressure. Leave joints exposed for inspection during testing. 3.4.1 O Coordinate pressure supply line with sand bedding operations. 3.4.11 No water shall be permitted in the pipe until inspections have been completed and a period of at least 24 hours has elapsed for solvent weld setting and curing. 3.4.12 All changes of direction over 15 degrees shall be made with fitting 3.5 INSTALLATION OF GASKET-END POLYVINYL CHLORIDE PIPE: 3.5.1 Lay pipe and make pipe to frtting or pipe to pipe joints followir.g OR70 recommendations (Johns-Manville Guide for Installation of Ring-Tite Pipe), or pipe manufacturer's recommendations. 3.5.2 Pipe shall be snaked from side-to-side of trench bottom to allow for expansion and contractions. 3.5.3 Install manual drain valves at all low points in pressure supply line in as specified on drawings. 3.5.4 3.5.5 3.5.6 3.5.7 3.5.8 All changes of direction over 15 degrees shall be made with fittings. Construct thrust blocks behind each gasketed end fitting according lo the following schedule: Thrust developed per 100 psi pressure (lbs. force) for various fitting conngurations: Pipe :;ize: 90° Elbow: 45° Elbow: Valves, , ees, Dead Ends: 1 1/2 300 200 200 2 500 300 400 3 1,000 600 800 4 1,800 1,100 1,300 6 4,000 2,300 2,900 8 7,200 4,100 5,100 10 11,200 6,300 7,900 12 16,000 9,100 11,300 Approximate bearing strength of typical soils: Soil Type Mulch, Peat, Etc. Soft Clay Sand Sand and Gravel Sand and Gravel with Clay Sand and Gravel Cemented with Clay Hard Pan Lbs/ft2 0 500 1,000 1,500 2,000 4,000 5,000 Divide the soil bearing strength by the thrust developed for each specific frtting size to determine the minimum size (ft/2) of each thrust block face. Excavate a minimum of s· into virgin soil when fanning thrust block. No thrust block shall be smaller than 1 cubic foot. When pipe laying is not in progress and at the end of each working day, close pipe ends with tight plug or cap. Install pressure supply line locating tape along the entire length of pressure supply line. Center load pipe with small amount of backfill to prevent arching and slipping under pressure. Leave joints exposed for inspection during testing. 3.6.2 3.6.3 3.6.4 3.7 3.7.1 3.7.2 3.7.3 3.7.4 3.8 3.8.1 3.8.2 3.8.3 Eccentric reducing fittings shall be used where any change in pipe size occurs. Bushings shall not be used unless specifically authorized by the architect. Apply emery cloth to all pipe ends and wipe clean with cloth prior to solder welding pipe end to fitting. Apply an even layer of flux along area to be soldered and then solder uniformly around joint and let cool. After cooling lightly apply emery cloth along soldered area until smoothed. All exposed piping under structural slabs shall be stenciled w~h "Irrigation Main" or "Irrigation Lateral" as required, at ten foot (1 O') intervals in black lettering, 3/4" minimum high. INSTALLATION OF BRASS PIPE: Brass piping shall be cut by a power hacksaw, a circular cutting machine using an abrasive wheel, or by means of a hand hacksaw. No piping shall be cut with a metallic wheel cutter of any description. All pipe shall be reamed and rough edges or burrs removed so that a smooth and unobstructed flow is obtained. Eccentric reducing fittings shall be used where any change in pipe size occurs. Bushings shall not be used unless specifically authorized by the architect. Joint compound shall be carefully and smoothly placed on the male thread only. All screwed joints must be tightened with tongs or wrenches. Caulking of any k.ind will not be permitted. All exposed piping under structural slabs shall be stenciled with "Irrigation Main" or "Irrigation Lateral" as required, at ten foot (1 O') intervals in black lettering, 3/4" minimum high. DRIP TUBING/EMITTER TUBING: Install fitting connections according to manufacturer's specifications. Use manufacturer's recommended hole punch for all penetrations to drip tubing. Use of any other hole punch will require reinstallation of all drip tubing previously installed. Install drip line blow-ou1 stubs at each and avery dead end of drip tubing as specified on drawings • 3.8.4 Install drip tubing stakes as specified on drawings. 3.9 ELECTRIC CONTROL VALVES: 3.9.1 Install each electric control valve in a separate valve box so that cross handle is 3• below top of lid of valve box as specified on the drawings. 3.9.2 Group electric control valves together as specified on the drawings allowing a maximum of 12 " between each valve box. Install valve boxes in the same direction and parallel with one another and perpendicular to paving, hardscape, sidewalks and paths. 3.9 DRIP VALVE ASSEMBLIES: 3.9.1 Install each drip valve assembly in a separate valve box as specified on the drawings. 3.9.2 Group drip valve assemblies together and with electric control valves as specified on the drawings allowing a maximum of 12 • between each valve box. Install valve boxes in the same direction and parallel with one another and perpendicular to paving, hardscape, sidewalks and paths. 3.10 GATE VALVES: 3.10.1 Install gate valves in separate valve box as specified on the drawings. 3.11 BALL VALVES: 3.11.1 Install ball valves downstream and in the same valve box as each drip valve assembly and drip blow-out stub. 3.11.2 Size of ball valve shall be the same as the nominal pipe size it is being connected to . 3.12 QUICK COUPLING VALVES: 3.12.1 Install quick coupling valves in separate valve box as specified on the drawings. QCV's at greens do not require valve boxes. 3.12.2 Angled nipple relative to pressure supply line shall be no greater than 45° and no less than 10°. 3.13 AIR RELEASE VALVES; 3.13.1 Install air release valves in separate valve box as specified on the drawings. 3.14 MANUAL DRAIN VALVES: 3.14.1 Install manual drain valves at all low points in pressure supply line in separate valve box per the detail on the drawings. 3.14.2 Install drainage sumps directly under each manual drain valve as specified on the drawings and according to the t:ible below: Pipe Length: Pipe Size: (in inches) 0-250LF 250-SOOLF 500-750LF 750-1000LF 1 .75 1.5 2.25 3.0 1 1/4 .75 1.5 2.25 3.0 1 1/2 1.5 3.0 4.5 6.0 2 2.5 5.0 7.5 10.0 21/2 4.0 8.0 12.0 16.0 3 6.0 12.0 18.0 24.0 4 11.0 22.0 33.0 44.0 6 25.0 50.0 50.0 50.0 8 40.0 50.0 50.0 50.0 10 50.0 50.0 50.0 50.0 12 50.0 50.0 50.0 50.0 Table indicates cubic feet of gravel per drain valve required base on distance of pressure supply line to be drained. 3.14 VALVE BOXES: 3.14.1 Install valve boxes with each type of irrigation equipment so that top of valve box is 1 /8" above finish grade as specified on the drawings. Valve box ex1ensions are not acceptable except for master valves. 3.14.2 Place gravel sump below and around each valve box prior to installing valve box as specified on the drawings. Place remaining portion of gravel inside valve box allowing lull access in and around all fittings. Valve box shall be fully supported by gravel sump. No brick or wood supports are allowed. 3.14.3 Brand controller letter and station number on the lid of each associated electric control valve, drip valve assembly and blow-out stub. Brand quick coupling valve valve box lids with the letters •ac•. Brand gate valve valve box lids with the letters "GV". Brand manual drain valve valve box lids with the letters "MDV". Brand air release valve valve box lids with the letters •AR". Brand wire splice valve box lids with the letters "WS". Brand communication cable splice valve box lids with the letters "COMM". Brand fertilizer ir:jector receptacle valve box lids with the letters "FERr. Brand grounding rod valve box lids with the letters "GR". Letter and number size of brand shall be no less than 1 • and no greater than 1 1 /2" in height and shall be 1/8" maximum in depth. Provide sample branding to the Owner or Owner's representative prior to commencement o1 work. 3.14.4 Walk through for substantial completion will not be allowed until all branding is complete. 3.15 SPRAY HEADS AND ROTORS: 3.15.1 Install spray heads and rotors as specified on drawings allowing minimum distance between paving, hardscape, sidewalks and paths. 3.15.2 Spray heads and rotors shall not exceed the maximum head and row spacing specified on the drawings or staked in the field by the architect. In no case may spray heads or rotors be installed at a distance between heads that exceeds the manufacturer's recommended maximum distance. 3.15.3 Angled nipples on swing joints below spray heads and rotors shall not exceed 45° nor be less than 10°. ' \ \_ · '7--111lq+ '· . , . ,. i\PPl~OV~D F'Ol? PLAN1'ING 1:'\Nl) IRRIG A'l'lO N ONLY, lNCLUl)INC~ l)REC1:-3F'. TITLE .. ·----·------· 1)/\TE .. ---- Jf)CATION 01,· F)LAN1'ING Al~Ei\S. REVlc:IJED BY, ---. ·-------en z conflicts to architect immediately. Point of connection shall be approximately as shown on drawings. Connect new underground piping and valves and provide all flanges, adapters, or other necessary fittings for connection. 3.5.9 · Coordinate pressure supply line with sand bedding operations. tNSPECTflR ,-J}k"f~ Q 3.1.3 Irrigation system shall be constructed to the sizes and grades at the INSTALLATION OF SOL VENT WELD POLYVINYL CHLORIDE 3.5.10 No water shall be permitted in the pipe until inspections have been j:12'\ ~~NSTR·~-~TION ~~~~~~-A~~E~.SHEE~~-20~~~ .. ~-~---_ ~=~---' .. _ . [~is.:: J [~ ITXA~2:i,; DS;~~~}J !~[)~\ i ~w1 ~ locations shown on the drawings. Mark with powdered lime or PIPE: completed and a period of at least 24 hours has elapsed for solvent , · I ·1 · · · i r· ·-·· ·-----.. -· · · ·-·-----i'~z4 ) - 3 marking paint routing of pressure supply line and stake the location 1----,,· • • ·--•-·---· · ····-----·· ------;........ •· ~---.. •• ---t---• • IRRIGATION SPECIFICATIONS FOR: ' ' !:: ~~~~~~ I L ~ ~:~c~:~:fttt~!dti:t~~;:~~:~~~:es~;~ :~~::~~g 3.4.1 :~1r::tu~;:~~t shall be cut with a PVC pipe cutter designed 3.6 INSTALLATION OF COPPER PIPE: I·-_--------~--~: .. · 1-~~~=--··· -:·~--·===== ---. , :----+, ----_-. l .. ----~-·:_ -·--CAL LAW A y GOLF B ~ ·· and direct any necessary changes with the contractor prior to •---·--1----···; ---·--······ -· • --··-------·--·· •····---+--C.. : proceeding to other zones. This review does not in any way alleviate 3.6.1 Copper piping shall be cu1 by a power hacksaw, a circular cutting _-_-_·---1= -··· /--=--· ___ · .=-.. -.. --•.•. ~~.---.-.. --~===-=-~+·\·:-.-± .. J__ == _ ~ " th1;fcorJ!raC!ndorfdirom,tbuthe_ respfohensibdiliti~s associa:d witakih proper machine using an abrasive wheel, or by means of a hand hacksaw. --------1---· ... 1--.-·--·--------····---· -·----·· ....... ---f 0 "i urn ormity a stn •on° a P acement a er st ng. No piping shall be cut with a metallic wheel cutter of any ~--. i _ ; ... ·----.. ----· ___ ___ _ _ _,_ __ . _ ;... ... _ AS:,IS., AN:-P_:._M:~_1n;,_c•:_·R_::._--r_:J_R __ __ _ _ ,)A ~r __ ~ t j:: ~ 1:~:t:;~t~1::~:1h~::~~:::ct:~~:t~~t~~:~~ . o:1r J,N~,r~,A~l-+:--, ... ---! OAl[ ,,;,-i,~'.-, .. !lf-ie: -~]-,,:,,~~ ~·;;~~l-l~~ -~~~_-l I ~IPPfwlOJf~,T ~00··2·--A-lf~;;~l~~LNC7, . c; ~ I f" .. \11,' ... _·,',,':f~ D't.·','(fJIP~1I()'.' '[ ny •;, Vj I ;;;,'JIP ;., '.).I i:'.!JGINE.r.H OF WOHK \\, _,. .• \ '.\l; OTHER ilf'l'NlJVAL G!TY APPHOVAI_ ~~~HI --~~•.: __ J"::: ....... _-_J \.______ ···---~-. . . :,. .. . .. : -4 ~ ~1------------------------------------------------------------------------------------~~~~~~e; CMIAJD l1o-C,'3~ 3.15.4 After installation adjust nozzle sizes, arcs and radius of throw to allow head to head uniform distribution. Adjust all spray heads and rotors to correct height above sod as detailed. No over spray will be allowed on paving, hardscape, sidewalks and paths. 3.15.5 Adjust adjacent plant material so that it does not interfer~ with uniform distribution of each spray head or rotor. 3.15.6 Architect may request nozzle changes and/or adjustments without additional cost to owner. 3.16 DRIP EMITTERS AND EMITTER STAKES 3.16.1 Install drip emitters according the schedule provided on the drawings equidistant around plant rootball circumference as specified. Where deep root watering is specified locate drip emitters in PVC stack so that they can be visually al'ld physically checked without having to remove gravel or the PVC c.tack. 3.16.2 Install emitter stakes at specified dep•hs an locations as shown on the drawings. Emitter tubing that is nc• adequately secured with tubing stakes will be replaced at the required depth and staked again at contractor's expense. 3.17 AUTOMATIC CONTROLLER OR FJELD SATELLITE UNIT: 3.17 .1 Verify electrical power at location of automatic controller or field satellite unit prior to installation of automatic controller or field satellite unit. Notify architect immediately if power source is not available. 3.17.2 Install automatic controller or field satellite unit where shown on drawings, with field verification of location by Owner's representative, per manufacturer's specifications.. Controller shall be tested with complete electrical connections. The Contractor shall be responsible for temporary power to the Controller for operation and testing purposes. 3.17.3 Connect electric control valve wiring to controller or field satellite unit in the same numerical sequence as indicated on the drawings. 3.17.4 Install a separate ground wire for each controller or field satellite unit as specified on the drawings. 3.17.5 Above ground conduit shall be rigid galvanized pipe with the appropriate frttings. Below ground conduit shall be PVC SCH 40 pipe with appropriate frttings. 3.17.6 Label each automatic controller or field satellite unit with the letter or number designated on the drawings. Letter or number shall be located in a visible location on the inside panel cover with 3" high vinyl letters. 3.17.7 Each and every automatic controller or field satellite unit shall be completely operable prior to scheduling a walk through for substantial completion. 3.18 ELECTRICAL WIRING/COMMUNICATION CABLE: 3.18.1 Low Voltage Wiring: . 1 Bury control wiring in same trench as pre~ure supply line as specified. .2 Bundle all 24 volt wires at 20' intervals with electrical tape. .3 Provide expansion loops at every pressure supply line angle frtting, inside each and every electric control valve valve box, drip valve assembly valve box and at 250' length intervals along routing. Form expansion loop by wrapping wire a minimum of 1 O times around a 3/4 • pipe and withdrawing pipe. .4 Limit splicing of electrical wiring. NOTE: NO SPLICING OF CONTROL WIRE BETWEEN CONTROLLER AND VALVE-IN- HEAD SPRINKLERS. SPLICE COMMON GROUND WIRE AT ISOLATION VALVES. Provide each splice made in electric control valve and drip valve assembly valve boxes with Rainbird Pentite connect01S. .5 Wire splices occurring at intervals outside electric control valves and drip valve assemblies shall be installed in a separate valve box. . 6 Provide (1) one electrical control wire for each and every electric control valve and drip valve assembly. "Piggy backing" like zones on the same electrical control wire is not allowed. . 7 Install (2) two spare #14-1 electrical control wires from the automatic controller or field satellite unit pedestal to the last electric control valve on each and every leg of pressure supply line. Locate these spare wires in their own valve box as specified. In addition to these spare wires, check the drawings for any additional wires that may be required and locate them in the same valve box as the spare wires. 3.18.2 High Voltage Wiring: .1 Install 120 volt power from p.:.wer source to automatic controller or field satellite unit following ,ocal governing codes and ordinances. 3.18.3 Communication Cable .1 Install communication cable according to manufacturer's specifications. 2 Splices in communication cable are only allowed at the following locations: A. Wllhin each field satellite unit. 8. At the end of each entire length of communication cable line. .3 Install communication cable splices occurring at the end of each entire length in their own separate valve box utilizing manufacturer approved splice connectors. 3.19 FERTILIZER INJECTOR RECEPTACLES: 3.19.1 Install fertilizer injector receptacles if specified on the drawings 3.20 BACKFLOW PREVENTION DEVICE: 3.20.1 Install backflow prevention device at the location shown on drawings. Verify location of backflow prevention device with Owner's representative and Landscape Architect to ensure coordination of operational considerations and screening planting. 3.20.2 Coordinate installation with local governing codes and ordinances. 3-21 PRESSURE REGULATOR: 3.21.1 Pressure regulators are not anticipated to be required on this project. 3.22 QUALITY CONTROL: 3.22.1 Flushing: Center load all piping prior to flushing. After all new irrigation piping and risers are in place and connected and all necessary diversion work has been completed and prior to the installation of sprinkler heads, rotors and quick coupling valves thoroughly flush piping system under lull head of pressure for a duration of five minutes after the furthermost riser from the point of connection begins to flush. After the system is thoroughly flushed cap all risers. 3.22-2 Testing: After backfilling, flushing and the installation of each electric control valve, gate valvl:'!. quick coupling valve and manual drain valve the irrigation systE,m may be pressure tested. .1 Pressure testing shall be performed in the presence of the owner or owner's representative utilizing the following procedure: A. Pressurize the irrigation system to 40 psi greater than the designated static pressure or 125 psi whichever is greater for a period of no less than 4 hours. All pump equipment and other equipment necessary for the pressure tE,st shall be furnished by the contractor. B. Test is acceptable if no leakage occurs within the system for the duration of the testing period. C. If leaks do occur. repair said leaks and begin pressure test again. Repeat this operation until no leaks occur in the irrigation system. D. Before requesting a walk through for substantial completion, the entire irrigation system shall remain under pressure for a period of no less than 48 hours. 3.22.3 Walk Through for Substantial Completion: .1 Before requesting a walk through for substantial completion the following requirements must be entirely satisfied: A. The entire irrigation system is completely installed, flushed and satisfactorily pressure tested . 8. All valve boxes have been branded. C. All automatic controllers or field satellite units are fully operable and communication cable has be certified and checked at central control system. 0. Record as-built drawings have been submitted to the Landscape Architect and reviewed as to completeness. E. (4) Four Services manuals have been delivered to Owner or Owner's representative. .2 Once the above requirements have been met a walk through for substantial completion may be requested. The following procedures will be used during the walk through for substantial completion: A. Contractor must have (2) two personnel available with radio communication for the entire length of the walk through for substantial completion. 8. All valve box lids shall be remove from valve boxes and placed faced up adjacent to the valve box pnor to beginning the walk through for substantial completion . C. The walk through for substantial completion will be divided into (2) two sections and proceed as follows: a. Physical Walk Through: This will consist of walking through the entire irrigation system and examining all components of the system without turning on zones. A punch list wili be established of deficiencies in the construction and workmanship of the irrigation system as compared to the construction drawings, details and specifications. b. Operational Walk Through: This will consist of walking through the entire irrigation system again and observing each zone in a fully operable condition. Valves must be activated from the automatic controller or field satellite unit (Manual bleeding of individual electric control valves will not be acceptable). A punch list will be established of deficiencies in the operation of each zone in the irrigation system evaluating throw, correct stationing, emitter quantity and operation and blow-out operation of drip zones as compared to the construction drawings, details and specifications. .3 Once the Walk Through for Substantial Completion is completed the Landscape Architect will provide a copy of all punch list items to the Owner for distribution to the Contractor. It is the Contractor's responsibility to re;iair, replace and adjust all items on the punch ! 1:,r prior to requesting a final walk through. ' 3.22.4 Final Walk Through: 2 .1 Before a final walk through the following requirements must be entirely satisfied: A. Each item on the walk through for substantial completion has been thoroughly addressed and resolved by the Contractor. b-£1.1 B. /' final record as-built has ,/ produced and provided to the Owner. C. Controller drawings for each automatic controller or field satellite unit have been completed, installed and provided to Owner. D. All extra stock has been turned over to the Owner or Owner's representative. Once the above requirements have been met a final walk through may be requested. The following procedures will be used during the walk through for substantial completion: A. Contractor must have (2) two personnel available witn radio commurication for the entire length of the walk through tor substantial completion. 8. Only those valve box lids shall be removed from valve boxes as indicated on the walk through for substantial completion punch list. These valve box lids shall be placed faced up adjacent to the valve box prior to beginning the final walk through. C. The final walk through will be divided into (2) two sections and proceed as follows: a. Physical Walk Through: This will consist of walking through the punch list items created at the time of the walk through for substantial completion and examining all components of the system withoutiurning on zones. Any remaining deficiencies in the construction and workmanshi1) of the irrigation system as compared to the punch list gE-nerated at the time of the walk through for substantial completion, construction drawings, details and specifications will be noted. b. Operational Walk Through: This will consist of walking through the punch list items created at the time of the walk through for substantial completion and observing each zone in a fully operable condition. Valves must be activated from the automatic controller or field satellite unit (Manual bleeding of individual electric control valves will not be accept:J.ble). Any remaining deficiencies in the operation of each zone in the irrigation system including but not limited to head spacing, row spacing, nozzle sizing, correct radius of throw, correct stationing, emitter quantity and operation and blow-out operation of drip zones as compared to the punch list generated at the time of the walk through for substantial completion construction drawings, details and specifications. .3 Once the Final Walk Through is completed and all items created on the final punch list have been addressed the maintenance period may begin_ Any additional walk throughs that are necessary because of the Contractors inability to address alt issues on the punch lists described above will be provided at the Contractor's expense. 3.22.5 Maintenance Period: Shall be as indicated in contract agreement and will begin on all items on the final walk through punch list have been satisfactorily addressed by a written statement indicating such from the Landscape Architect to the owner. .1 The Contractor is responsible for obtaining and following any maintenance manuals created specifically for the project from the Owner at the beginning of the maintenance period. 2 At the end of the maintenance period and prior to turning the project over to the Owner, the Contractor shall provide all necessary maintenance materials over to the Owner or Owner's representative for inspection. Once accepted in writing by the Owner, the maintenance period will end . APF'l.-<OVEJ) F'OI\ Pl,Ai\JTINC; AND ll{h'.lC.i\'f'1CJN C)NLY, lNCLLJl)INC jJf<f<:crs~; 1.C)C:i-\'l'ION (JV l)Li\N'l'INC; 1\111•; ,\S. ___ . __ ~t2\_. !CONSTRUCTION CHANGE ADDED SHEETS 20 24 ·---·-·. ·• ____ :s. ' --·-. ·-··-·· . . .... --··--·-····-·•· ... I ... ···t-·-·--· I ··-·-1···•---- ! . ' ' ' -----. --• --------·i-·---· ----... i . T---· ·,-· --r--· ' ·----1---·-·- .' ..... I ! __,_, --·· --" ~ T, ..... ,.~.,. __ ,,,,,,._ ! .,,.;~ 1, \L j t:JG!~H!H r,r WORK! ' ... ------·-·---.... --··· I ·---· ------. --l I --· -·~---··1 ---·--.. --·-···· ... ' ' • I -····•-i-· -••• ••• . --·------·-·--··· -· .l ·-· -·---·---~------.. i. .. - --··-·-··'-··-... I. l . --·-·· ; L1ATI" I ii!lflf,i :.A~!-. , 1:-.rn.\, !-· ----., f)IH[R ~\?Pf."[.lV/,L .lli f ·---·-··-· .. IN\Pf ;,: HlR rJ'J z 0 i== ,<( (J -LL -u UJ D. .,n z ·o iii= 1· <t t !:2 a: C. At the duster control unit. a: -----------------------------------=-~--------------cm==s:::::1111-lll!D:_,omD!Z!lllll:IC:i::::z=----~--::,:zam--!llll:2-111111!11.':::l!lmllCl!lC=:::,lli!mllll!i!ll!IISlll!'E'2ll!ISlma:-IICIICl::m::l!=z========-========.....::::::='.:·t- , I' _:_ ., , I d d d ! . ! I ! I ' ! l I I I .....J..._ --! I r• .. } I ! ' ' ! ' ! i I i f I i ' I j I I l t j ' ! ! ! ' i i ' I i ; ! .· ! .. ---·--·!-· I j ' ! \ i ' ! \ ' ' I \ j \ \ i ' f ! i r ' ! / ! j i t I I ,/ I \ \ \ \ A~RE/:, \ \. ',, ·, ,,,:-~-___ /,. .,,,...····.,.----~-··-. . _____ ___,.,, ~,_:::"::-..,,~~--'-·-_,-••··· .. I ' f f f j ' i i ! i ,· / .,,,..-_,.,.-- ____ ,.,,,...----~••' j / / OAT[ !NI TlAL tNCJNEER or WORK ., ' '-. . '-. ; ··--·.. ··--'"'. --··· /-i;-E A-i"f·. / c,,;;;._ I ,,<_.1,--rtl \- ' 1'J' 3 ~ " ' ..;--., i. ~ KEY MAP 11' = 400' NORTH VAN DYKE 11..ASSOCIATES 0 5' 1 O' 20' 40' .... -~ .... ,.....,-... ,,... ......... ....,.:'..,...,,.-..-.21<tl fQ\.Jr\h Aveni.,e .,,,. .,-_ -__ -. S..Jr. Olego_ C.ihl0<nia 92103-6205 -..... --619 ?.94-$404/ FAX 574-0€;21) NrnTH APPROVEJJ FOR PLANTING r\ND IRRIGATION ONLY , I NCLUJ)I NG PRI<~CISE LCJ(;1\'l'[ON Or' PLANrflNG AREAS. --'---··· .. ___ ,__ ORIGINAL SCALE: 1" = 20'-0" Bu IL. ·; II flilf .. __ !)AT[ RtVlf V[D BY, REVISION DESCRIPTION INITIAL 1----"'-- nTH(R APP~□VAl. DA.TE J IN<TIAI. --.. --- CITY APPSOVAL C z <( ...I a. w a. <( (.) (J) C a: <( :c l • 0 f-1~ ~I... 11..le>E 00..lBlE 'f ~9cc··· .. · .. ·- A •••••---i s.,..: J ~-lc.:Sr ~; i-<'.;:::..A-, c:. Fi=::i'lc.,E';. AT -ic:·P c::f" St.L PE, ir-/SI DE'(TI:i,JAf2P ~E.) OF ~1,:;,r; 1 ~0-. ,:;pµ,l l-1~. fE:r-k:.E: <;.ifAL-L Aihu [3E: A MIN, CF" u·11 IN~lr'G. fRcf' [,..jt-jE., VJ\N IJ'l'KE !1...A5SOCIAITS 0 5' 1 O' 20· .. •7-- ... ...,....,"".,.-.,,-----..., ?741 F'NtffiAl{ftl1ue ..,-r..., .-_sr..,.-r $an Diottn. C'.111r0(<1ra921o::l-6205 ~-:•-f,192'}4:84641"AX:)/4.-062'3 KEY MAP 1" ~ 41,lO' NORTH 40' NORlH ORIGIN/\L SCALE: 1" = 20'-0'' APPROVED FOR PLANTING A f\i l) IRR IC; A'flO N ONLY, INCLlJl)ING FiRECJ.SE LOCA'l'ION OF f)LAN'l'LNG AREi'iS. 'CONTRUCTION CHANGE ADDED SHEETS 20-24 2 ,· ---,.--·.i..L DAH. 1"iNli-1A~_...l fNGIN(tR OF WORK i REVISION lllSCf<IPT:ON --+-··-·--. . . +--c:cc-.. -·--· -· DArr INITIAL DATE INITlAl OTH(R APPROVAL C!TY APPROVAL Tll''l l" • ) J. -- llfLE __ _ DATE REVIEIIFD BY• DATE O· 80' z ct ...J c.. w a.. ct ~ C a: <x: J: - 1..-F GE= J V ~ V ·~---f:-1.-ES::;. _.Al.ff'oHA.Tbc;;ATE-~ L-INIT ~ fl.AN fof( ~-t..-ocKJiotl- Q.1' lgiJ·t~L -ruu. Ff/lME: 1~.0~~~ (.11o~ I -- -¼1'ee. srca l\!VE;, fl~ f?DL,.L,1t¾;i GAW ~ {of'Erl A.Lc:tiG '?k/0:i;G ~ C.14-&-) e, &11 <9.c, ~L. ~~ E'A,S!c:t ~ vE:TAtl-$' ~ ~ .• ' ' Ji > !1 • T ' • ' ' ;J/411 ~. 0Tt,,7Tie,g· ~ (.14 GA.:) e c;,.11 ~c. u,11 ~-c;,~."11.l!?E fb;,r w/ CA.f'~- '? tlpA.V{ c:::mY l··Hr-b~ Fi.:a pe,--,t,.:.1 ~G ·----· ---,.... ' \ !: \ \-I f - \ ' ·---II - ' ,i h . ~ ~{ ;J, I' •?L.lFr°~ CF 1.::;;.J<,'V.::.:Ri~ ~ . :~. • . 1 ~ Pc::n'1FOl<CW Tt-lf?.F ~ _ 9 ~ ~ ~p. ,CotJT- ' l ,:z.\,c. 11 ~\t Ii Finished Grade 1/2" (typ.J I Weakened Plan, Joinu Na. 3 Rebar 1/4" .., . ··-.. -.--41 •. Fence Po,t Footing TYPE B ~C>v-1 ~IP (wH~ I HPICA7FP ctt fLAj-J) (_ UNDER FENCES Wt+~ INDIGA..TEP ec::t!-FLAl'i-) -. ,.---- 1/4" Radius ._.·-~·i;,-:~ ol:,-.::·-~ . . • ~-- . . . 3/ . WEAKENED PLANE JOINT , , . MAX. 20 FT. 0. C ... -·· NOTES: 1/2'' Radius • (7 -: • '.. • EXPANSION JOINT MAX. 120 FT. 0. C. I. Rebar shall be continuous with ll inch overlap at splices. 2. Concrete shall be class 520-C-2500 with natural color concrete. 3. lnstall weakened plane joints at t ach fence post. 4. install expansiort joints where thr mowing strip abuts any concrete improvement. @ MON STK!ff'. t MON S!f If' 4 UNPEf< FA'vilNG 1T1FE e' 1011 ··~ C.Ot-\c,. f7'c£/, W/ tt~·~VE:'P -tz, ~ Ea c:::'AHE;: f.X>t-W W'-rC,t-/ ofp, ·------. -~ ·-- • : I } :1 I i :I' I y: . ll : ' 'I I ! 11 I ' ' I I ! ! ! ( 2-' ~L!A~ Si c:.ic:L Tl1E:i~!6 (HG-A.) l,J / 1/'I" Uv' r-iEU7S7 W -iz;f". 1:,11' -"ix1..!AI'-.;;. <c,,,:,:.a TJDIN6 (14GA.\ TCf' ,AND f>:OT"TDM f,AJL-0. t l ; I ' I I i i I I ! LJ_l. --'·-· . 5 STEEL TLlBI I G Ff:NCt: ?.:>tPS: ~ i . . ~ I ~,/4 • • 1-= l1-111~ITfi t ?',W--C-'P)e,o C,,;;:tjc, f"lc!:i,, 'J1-o11 I , , ~ ~ f'!G- I 12-1 (F10-P'-1BAF'() , ~ - FENCE AND GATE NOTES 1 . AUTOMATIC GATE SHALL BE ELECTRIC POWER, CHAIN DRIVE OR ', ,. f . f'-~•\/t'.>~ \,:.N')>.::':(I,>( ..:. OTHER METHOD APPROVED BY OWNER. GATE SHALL BE , OPERABLE BY CODED KEYPAD, REMOTE CONTROL OPENING i DEVICE, EXIT PRESSURE OR BEAM SENSOR PLATE AND VIA HARD \ WIRE CONNECTION TO MAIN BUILDING. GATE SHALL HAVE AN • .... , ~.C:-!:' :::qT, ·----'?J/13" t0-'ot 'nlvr:n rr·/fc-,::.,,-d1 .. r--011·ki • coL.ofL ro r·lr'-r utl f-'l'-V1t IG1 ---1/?'•r 1:1/'<'.'.Y..fY-l-'cv-f"JcL"to.<.:>o '7/r/' ----7/'3" lc)</'l'l•l01,·,,r1 d'-'ltlf ,:Z.:,1o.c.tv1A,<, --1/B FJ>-P XI' ~eF i,½lp T0 4-EP J<'-'lfi, :,"' 0,c, Cf?-AS 11-lPICATED ot-J fl.Hi \ --t 11 c.ctt:;, w/ Cu ><G,>< vJ-.,°I >< w-t.4 w,u),f." .. --· :-~·. f ~!v. ~F=H _ FIN, ,,. _·. -_ ... . :i(-... , --·-. ---------~ ------- ' .i'(. • . . . '. . . . i:--: -'.J. 11 -0At{ D E.'A<:=f."; 1i1 §!/Iii ='~if ll'c'.:{J I Ill .:::1ill~l1ii:-:'111 -]11/l~~lllf~llil'~li\Jl~llh~ CLt-'!P~ . 0L{l':'<f'f2,o.OE--. tb,.;; fFoV1t::e ~f;AN,.J.S, A1 AJ,-1,,, ,AB!frtl!'k;; f'E;fZ fu:>1~ ~, FI')( ~D I l"I ~ M ~~li-5 @ CONCRETE fAYlNG ✓rlWKJ \ f;;P.(M,-., \j 1,,li,,lt<+ , l INTERCOM SPEAKER AT THE KEYPAD FOR VISITOR INQUIRIES TO MAIN BUILDING. INSTALLATION SHALL INCLUDE SIX (6) REMOTE OPENERS FOR OWNER. CONTRACTOR SHALL RECEIVE WRITTEN DIRECTION FROM OWNER OF APPROVED AUTOMATIC SYSTEM DESIGN AND COMPONENTS PRIOR TO PREPARATION OF SHOP DRAWINGS AND FINAL PRICING OF THIS ITEM. 2. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND GRADES ON SITE, AND SHALL PREPARE COMPLETE WORKING SHOP DRAWINGS AND MATERIALS SPECIFICATIONS FOR ALL GATES, BOTH AUTOMATIC ANO MANUAL THE SHOP DRAV,'INGS SHALL BE SUBMITTED TO THE ARCHITECT AND OWNER FOR REVIEW PRIOR TO ANY FABRICATION OR INSTALLATION. SHOP DRAWINGS SHALL INCLUDE, BUT NOT BE LIMITED TO THE F8LLOWING: METAL MEMBERS AND FABRICATION OF GATES; ALL HARDWARE AND CONNECTIONS; MOTORS, DRIVE ASSEMBLIES, ELECTRICAL REQUIREMENTS AND HOOK-UPS, MOUNTING PAD, WEATHER PROOFING/ENCLOSURES, SLIDER TRACKS, LOCKING MECHANISMS, ETC. 3. THE WORK SHALL INCLUDE ALL THAT IS NECESSARY TO PROVIDE A COMPLETE AND OPE ·3LE INSTALLATION OF GATES, AUTOMATIC CONTROL DEVICES, INTERCOMS, ETC. TO THE SATISFACTION OF THE ARCHITECT, OWNER AND CARLSBAD FIRE DEPARTMENT. 4. CHAIN LINK FENCING SHALL BE 6 FOOT HEIGHT PER SAN DIEGO REGIONAL STANDARD DRAWING NO. M-6 AND SECTION 206-6 (CHAIN LINK FENCE) OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). STEEL PIPE SHALL BE CLASS 1-A. CHAIN LINK FABRIC SHALL BE 9 GAGE. ,\Pl>\}J)VEI) 1''01~ l)l.AN'l'INC; ;\;\il) lf-<f~IC.~1\'l'ION ONT.'{. INC:Ll.Jl)INC; l)Rii~C:lSE I.() c· ;\'I' ION O i1' P J,,,\ \J'l' l NC~ 1\ l-< F: 1'\S. ; i ! ! t INSPECTrJR CONSTRUCTION CHANGE ADDED SHEETS 20-24 2 t CIT''( Of i i i i :_ -+-: + : : _ .:::=:-. -l =-L = --····--i __ .. -• t·· ...... ·-.. ·-' .. ·--.. _., .,· ........... . . ! ! --··----··---········-·· ... ··-... -_ ....... __ -··r ···---... ... ---r-----. -------+---------------····--· --------··--·-· --····-' ' L)A ;E l ,NIT!,\L ····-·-f···· f . ! ! .. .. . .. --. . --[ . ' OAi~ l 1N: IIAl Cl lY Al'f'fWVA.L ' i ·------- en ...I -~ <( 1-w 0 z 0 -l-o ::::, a: t; z 0 u I ' GENERAL NOTES RECYCLED WATER NOTES 1_ ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS_ 2_ DRINKING WATER FOUNTAINS AND DESIGNATED OUWOOREATINGAREASSHALLBE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO EL/MINA TE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED_ 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NOSUBSTITUT/ONOF PIPE MATERIALS WILL BE ALLOWEDWITHOUTPRIORAPPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULA T/ONS. 8. HOURS FOR /RR/GA TION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR /RR/GA TION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AIJTHORITY. /RR/GA TION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. TO 6:00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USEAREAS SHALL BEPROTECTEDFROMCONTACTWITHRECYCLED WATER, WHETHER BYWIND BLOWN SPRAY OR BY DIRECTAPPLICAT/ONTHROUGH /RR/GA TION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCT/ON PRACTICE OR SYSTEM OPERA T/ON IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIM/NA TE OVER- SPRA YING ON SIDEWALKS, STREETS AND NON--DES/GNA TED USE AREAS. 12. RECYCLED WATER QUICK COUPLINGVALVESSHALLBEOFA TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULA T/ONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VAL VE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL /RR/GA TION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULA TORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN ATLEASTTWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUSTBEINSTALLEDABOVEA POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DES/GNA TION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. INCASEOFEMERGENCYCONTACT MIKE GLEASON AT 760-519-6506 OR AFTER HOURS CONTACT MIKE GLEASON AT 760-519-6506 22. ALL PUBLICAND PRIVATE POTABLE WATER MAINS/NCLUDINGFIREMAINSANDANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EA TING AREAS ON THE SITE. , 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS /RR/GA TED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR /RR/GA TION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER OF EMPLOYEES IN THE LAND- SCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON ALMOST DAILY BASIS. 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER SH HANDS AFTER CONTACTING LAVESE S S MANOS DESPUES DE USAR 1" BLACK LETTERS 2" BLACK LETTERS TYPICAL SIGNS ---------------------------- RECYCLED WATER SYSTEM (PRIVATE) SHEET TITLE SHEET NUMBER 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. 1. GUIDELINES _FOR RECYCLED WATER USE A. /RR/GA TE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WA TE RING 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. B. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPL/CATION RA TE SHALL NOT EXCEED THE INFILTRATION RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAYBEFACILITATEDBYTHE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL /RR/GA TION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO EL/MINA TE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PA T/05 AND LOTS, AND STREETS AND SIDEWALKS. D. MONITOR AND MAINTAIN THE SYSTEM TOMIN/MIZE EQUIPMENT AND MATER/AL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR /RR/GA TION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. 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. 1. 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 'AV/SO-AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER 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 VAL VE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WfTH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. G. EACH A UT OMA TIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR /RR/GA TION" 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 THE LICENSED 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. /UNOERSTANDTHATTHE CHECK OF PROJECT DRAWINGS AND SPECIFICAT/ONSBYTHE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT P , WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDI F APPR RELATED 1' DSCAPING. FIRM NAME & ADDRESS: BRENT HERVEY CONSUL TING 23741 MOONGLOW CT. RAMONA, CA 92065 PHONE NO: /760) __JJ[J__ REG/ST RATION NO: 3879 In Order lo Canse1Ve Wale, ... RECYCLED WATER IN USE 0842 EXPIRATION DATE: 2128/2019 DATE:_3/_51~1~8 __ _ DI -- TITLE SHEET 20 MAINLINE LAYOUT 21 IRR/GA TION LAYOUT 22 ---· IRR/GA TION DETAILS 23 _,,_ 5825 /58(50 JDJIRYI)EN P]LAC:E IRR/GA T/ON DETAILS 24 RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DtG LEGEND NOi fO SCALI::: ----POTABLE WATER SOURCE -{RI,()--RECYCLED WATER SOURCE ® POTABLE WATER METER ® RECYCLED WATER METER P.O.C. ~ BACKFLOW PREVENTION DEVICE INSTALL PER CMWD "" FIRE HYDRANT ~ POTABLE WATER USE AREA [ZZj RECYCLED WATER USE AREA b. DO NOT DRINK SIGN -OUTDOOR EA TING AREA (PROTECTED AGAINST CON- TACT WITH RECYCLED WATER) INSPECTION PROCEDURES INSPECllONOF THE PRWECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THEWORI( ORH/SOESIGNATEO AGENT. REFER TO 7HE SPEC/FICAllONS FOR THE SCHEDULE OF REQUIREObVSPECllONSANOREQUIREO SUBMITTALS. FOLLOWING COMPLEllONOFWORI( THE LANDSCAPE ARCHITECT OF THE WORK WILL CERllFY THAT 7HE INSDILLAllONHAS BEEN COMPLETED BY Sl/BMIT77NG THE ?C/NAL LANDSCAPE CERllRCATIONFORM: A REQUEST FOR A FINAL LANDSCAPE INSPECllONBYTHECITYMUSTALSOBE MAOEBYCALLbVG THE INSPECllON REQl(ESTL/NE 7'/NAL LANDSCAPE CER77RCA170N FORM" EMAIL TO.· milree/lii:JU2@cox.ne{ LANDSCAPE /NSP1Cl70N REQUEST PHONE LINE· 760-602-4602 ALL IRRIGAllON BACKFLOWPREVENTERS SHALL BE TESlEOBY A CERllFIEO TESTER i4NO RESULTS MUST BEG/VEN TO THE CITY ANO THE CARL SBA£( MUNICIPAL WATER 0/Slli'ICT. PIPE BETWEEN THE METER ANOBAfKROWPREVENTER SHALL BEK HARO COPPER APPROVED CONTRACTBACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT.· . hUp.:/Avww.catlsbadca;gowse/Vices/depanmentS1WaleJ/documenls A'ecycleo'Wa/emackllowlestetlistpdf FOR RECYCLED OR /JUp~cadsbadca.'gov/se/V/Ces/departmentS/Watel7documenls/ walemacktfowlesletlislpdf FOR PO DIBLE OR CALL 438-2722 I NEW/RR/GA 7i'ON MAIM'/NE ANO VALVES SHALL BE HIGH-LINED ANO CONNECTED (OA PODIBLE WATER SOURCE PENO/NG SUCCESSFUL ' COMPLEllON,OFCROSSCONNECT/ON TEST AS PERJfORMEOBYCMWOANO DEii FINAL CONNECllONS TO THE ' EX/SllNG IRR{GAllON RECYCLED MAINLINE AR-'f TOBE PERFORMED ONLY AFTERAPPR004L IS PROV/OEOB1CMWOAN00Eli FINAL AS-Bl/lLTfLANS W/1.L BE REQUIRED TO BE REVIEWED ANO APPROVED BY :J:E CITY PRIOR TOREf_EASEOF PRWECT. RNAL PLANS WI. BE REQUIRED TOBE APPROVED ANO SIGNED PROJECT MAP -----------_______ ________.. 51/ ,.,.✓ e- 'ii I IJ;; ' ( /; "" I 1/ ' jl I ~ •,*,'-,,/ 7/'1;1;, ' {f)', % 1/, ' 0: 1/~ .1/, ,@'.,9 J' ~a--'l,'/'»/41/.,//4 ,. 1/.1/'½;,; 1/,~ /0: ½~~-t·:r~//,/'l,1/½ 1/~~kJ%:~~?·0 ¢:~/11:?~~1/i z• ~••-t:'.=-£?1z'.S -:'-'/,,0/,/1W''~ ~ 1/, /-%"'.1/:m· 1/, .,, z 1/., ; _½,, 1/.,,; 1/, _1/, THERE ARE NO DRINKING FOUNTAINS, DECORATIVE FOUNTAINS, COMFORT STATIONS, SWIMMING POOLS, PLAYGROUND EQUIPMENT, OR WELLS ON THE SITE. THERE ARE NO OUTDOOR EA TING AREAS ON THIS SITE. 7AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE ANO IRRIGAllON PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL ANO WATEREFRCIENTLANOSCAPE REGULA770N.£ I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS ANO THE LANDSCAPE MANUAL. I CERllFY THAT THE PLAN IMPLEMENTS THOSE REGULAllONS TO PROV/OE EFFICIENT WATER USE OF WATER" DA TE: __1()/1912~01~7 __ PREPARER CITY OF OCEANSIDE HIGHWAY 78 I-' I< OJE C 1----'rr",?r---,,:-;;--,.,.'- SITF: 1-'ACIFIC OCEAN 1/12n018 MH ~ IRRIGATION DESIGN LAYOUT REVISION CITY OF ENCINITAS VICINITY MAP l--3_/5_/2_0_18_f-M_H __ &=c~o~NT=RU~C~T~IO~N,__,CCCHANGE ADDED SHEETS 20-24 NOT TO SCALE CITY OF SAN MARCOS ,-----------------~------------------&. ENTIRE SHEET A PART OF REVISION #2 ) _/ -·---.,~~~~ APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COU_NTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH LAND AND WATER QUALITY DIVISION -c'Z .... e. GLENN LEEKS DATE ENVIRONMENTAL HEAL lH SPECIALIST "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATEH DISTHICT SHEET 20 CITY OF CARLSBAD 24 PLANNING DIVISION SHEETS DO NOT DRINK NO~OME ELAGUA UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BY THE CITY. PRIVATE (ONSITE) RECYCLED ---+---+---+---+------! WATER SYSTEM FOR: WASH HANDS AFTER CONTACTING LAVESE SUS ~WIOS DESPUES OE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS CARLSBAD MUNICIPAL WATER DIST JCT DEVELOPERS NAME: CALLAWAY GOLF CALLAWAY GOLF 5825/5860 DRYDEN PLACE ADDRESS: ----~22~8,,__5.RIJTHERFORD,R.D..,. __ ------------=====-11 ~====j ________ -_,,==-=--=-=1,---===f.A_P_P_R-OV_E_D ___ ,,..,._..,..:::::::=~-------~---J __£fu I' 'o -~CAR=LSBAD, CA 92008 d/2T,~ ;j,, ~ 1-----------T_E_LE_P_H_oN_E_, __ ,_a1_9_)93_1_-1_n_1 ___ -1 __ -_-_--;-:-::.--:_·-+==-----------------===-==,=Nrr=,AL• ~ DATE PLAN PREPARED: 10/19/2017 DATE INmAL DATE DATE -~~---~--REVISION DESCRIPTION -----l~-BY: ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL 1---1-----1 PLANNING INrTIAL ---DRWNBY: DISTRICT ENGINEER -CHCKDBY: MTH ":I BAH DATE PROJECT NO. DRAWING NO. LPC2017-0060/PJP 93-02 (A) 336-3L SHEET 20 OF 2-4 SHEETS C) C co I ........ C C) "' VI ■ a:: 1 1 1 ca :E ::::, z ■ 0 a:: 1--z 0 u :c 1 1 1 C LEGEND SYMBOL MANUFACTURER MODEL NUMBER ~ CRJSPJN PL10A IMII AMERICAN FLOW CONTROL SERIES #2500 8 Cl.A-VAL #694G-2SCSY-KC EB SUPERIOR 3300300RW APPROVED SE£ SPECS. ------APPROVED SEE SPECS. I ' • , ✓ { I I ,' UTILIZE PURPLE EQUIPMENT FOR RECYCLED WATER USE DESCRIPTION DETAIL NUMBER AIR RELEASE VALVE-2· 7 GATE VALVE (UNE SIZE) 8 3• PRESSURE REDUONG VALVE 18 r MASTER VALVE s (NORMALLY OPEN) 4· PVC DISTRIBUTION PIPING (RECYCLED) 12 (PURPLE) 4· PVC DISTRIBUTION PIPING (POTABLE) 12 (WHITE) ~' • 4" • • • 3 " PRESSURE REDUCNG VALVE SET@ 100 PSI RECYCLED WATER METER LOCATION (PROPOSED) METER SIZE = 2" ST A TIC PRESSURE = 160 PSI MAX FLOW 120 GPM ~ / ~ MASTER VALVE SUPERIOR 3" NORMALLY OPEN VALVF. ~ PART# 3300300RW . INCLUDE 4" TORO TFS FLOW SENSOR DOWNSTREAM~ OF MASTER VALVE , ~ ~ ,..,.,.... • * "Ii-" ~"" lr-s~,-6-N~ / ,J "' ~ ,,j 4" ~~ ~,----~l'lC' ~/ • 4" I SGN I MAINLINE LAYOUT POTABLE WATER METER LOCATION METER SIZE = 2" STATIC PRESSURE= 88 PSI MAX FLOW 120 GPM RECYCLED WATER SIGN (TYP) TYPICAL RECYCLED WATER IN USE SIGN. TO BE A MINIMUM OF 18"X18" . Fl/Tl/RE RECYCLED IRRIGA770N MAINLINE ANO VALVES SHALL BE HIGH-UNEOANO CONNECTED TOA POlABLE WATER SOURCE PENDING Sl/CCESSFl/L COMPLEllONOF CROSS-CONNEC770N TEST AS PERFORAIEOBYCAIWO ANO OEH FINAL CONNEC770NS TO THE EX/SllNG RECYCLED RECYCLED WATER SOURCE IS TO BE PERFORMED ONLY AFTER APPROVAL IS ROVIOEO BY CAIWOANO OEH. POTABLE WATER BOOSTER STATION LOCATION • ~ ~ I SGN I '' ~ ,, ~---MASTER VALVE ---, 4". • p,.ttOSC4Pf '.) \.. ..,.~ ~<.) \ H -I C'"Y ¼~ ~ /. u " . "' -., c> -<" ~ ~ ..J * en Dote: .S;-. Dote :v..na /4. J;/ ~' ?€ OF" CAL If --~· 4" • ~ ~ '-..; . ', _____,, DEVB.OPERS NAME; • CAil.AWAY GOU' ADDRESS: 2285 RlITHERFORD RD. CARLSBAD, CA92008 TELEPHONE: DAlE PLAN PREPARED: BY: / / {6191931-1771 1/12/2018 MH 3/5/2018 MH DATE INIT1AL ENGINEER OF WORK • ~ SUPERIOR 3" NORMALLY OPEN VALVE PART# 3300300RW. INCLUDE 4" TORO TFS FLOW SENSOR DOWNSTREAM OF MASTER VAL VE. I I~ IRRIGATION DESIGN LAYOUT REVISION ,1, CONTRUCTION CHANGE ADDED SHEETS W-24 DATE INIT1AL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TITLE O' 30' 60' 120' lJl i SCALE: 1" = 60'-0" ( ENTIRE SHEET A PART OF REVISION #2 -~ APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" DAlE REVIEWED BY: INSPECTOR DAlE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 21 24 PLANNING DMSION SHEETS PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: CALLAWAY GOLF 5825/5860 DRYDEN PLACE , APPROVED ,k ~) '7 /J., L,2, L, PLANNING -DAlE DRWN BY: MTH PROJECT NO. DRAWING NO. Ct-lCKDBY: l.PC2017-0060/PIP 93--02 (A) 336-3L BAH SHEET 2l OF 24 SHEETS SYMBOL MANUFACTURER 0 TORO TORO TORO TORO TORO • TORO TORO TORO TORO SUPERIOR .-Ii-HARCO El CRISPIN AMERICAN FLOW CONTROL CLA-VAL ■ APPROVED a--GJ TORO [g TORO APPROVED APPROVED APPROVED APPROVED SATELLITE UMIT UNE (TYP) EACH VALVE-IN-HEAD AND REMOTE CONTROL VALVE WITHIN THIS UMIT RECEIVED A DEDICATED CONTROL WIRE FROM THE DESIGNATED SATELUTE \ \ \ LEGEND UTILIZE PURPLE EQUIPMENT FOR RECYCLED WATER USE MODEL NUMBER INF34-336-2 (POTABLE) INF34-336-27 (RECYCLED) INF35-336-2 (POTABLE) INF35-336-27 (RECYCLED) INF34-316-2 (POTABLE) INF34-316-27 (RECYCLED) W/# 3634839 SCREW INF35-316-2 (POTABLE) INF35-316-27 (RECYCLED) W/# 3634839 SCREW 5700-PC-9.0 LA S90G-6 (POTABLE) S90G-6-E (RECYCLED) W/MPR 15' NZ. ARC AS REQUIRED #474-01 (POTABLE) #474-44 (RECYCLED) P220G-27-04 (POTABLE) P220G-27--04-E (RECYCLED) P220G-27--06 (POTABLE) P220G-27-06-E (RECYCLED) 3300300RW #8411062?1. PL10A SERIES #2500 #694G-25CSY-KC 201-64P6M4 LYNX LX-04-5-07 PREMIUM COMPUTER W/SYEAR NSN SEE SPECS. SEE SPECS. SEE SPECS. SEE SPECS. DESCRIPTION V 1.H. GEAR DRJVEN ROTOR FULL ORCLE W/#33 NOZZLE @ 65PSI VJ.H. GEAR DRJVEN ROTOR PART ORCLE W/#33 NOZZLE@ 6SPSI VJ.H. GEAR DRJVEN ROTOR FULL ORCLE W/#31 NOZZLE & RADIUS REDUCTION SCREW @ SOPS! V 1.H. GEAR DRJVEN ROTOR PART ORCLE W/#31 NOZZLE & RADIUS REDUCTION SCREW @ SOPS! GEAR DRIVEN ROTOR 6" POP-UP SPRAY HEAD 1· QUICK COUPLING VALVE 1· ELECTRIC CONTROL VALVE W/ EZR-100 PRESSURE REGULATOR (TURF) 1-1/2" ELECTRIC CONTROL VALVE W/E2R-100 PRESSURE REGULATOR (TURF) 3" MASTER VALVE (NORMALLY OPEN) 2" LATERALJSOLATION VALVE AIR RELEASE VALVE -2" GATE VALVE (LINE Sl2E) 3" PRESSURE REDUONG VALVE LANDSCAPE STUB-OUT W/4 CONTROL AND COMMON IN 10" PIT. BUNDLE 10' LENGTH OF EACH WIRE. 64 STATION FIELD SATELLITE UNIT W/ PLASTIC PEDESTAL MOUNT (220 VOLl] CENTRAL CONTROL COMPUTER INCLUDING FIELD INTEFACE UNIT AND RADIO SYSTEM WITH (4) RADIOS INCLUDING PRISIM W/MAPPING 4" PVC DISTRIBUTION PIPING (RECYCLED) (PURPLE) 4· PVC DlSTRIBUTION PIPING (POTABLE) (WHITE) 2· PVC LATERAL PIPING (RECYCLED) (PURPLE) 2" PVC LATERAL PIPING (POTABLE) IWHITEl DET All NUMBER 1 1 1 1 2 3 4 5 5 5 6 7 8 20 9 10 12 12 13 13 ' ·, ·, -,_ ·,. TOTAL STATION FLOW GPM -XX I '· . ' ··, .. '·-............. VALVE KEY ®-STATION# ~ VALVE SIZE SATELUTE LOCATIONS 89 A B C D ~ - IRRIGATION LAVOUT TORO SENSOR INPUT BOARD TORO SENSOR INPUT BOARD LOCATED WITHIN SATELLITED. INCLUDE TORO WIRE RAIN SENSOR TRS 53769. A-1 1· '· 132 D-30 1" 28.8 18 ·, ·-·, 20.4 1/12/2018 MH IRRIGATION DESIGN LAYOUT REVISION C-17 3/5/2018 MH 2 CONSlRUCTION CHANGE ADDED SHEETS 20-24 I . I I 19.2 FUTURE RECYCLED IRRIGAllON M4INUNE AND VALVES SHALL BE HIGH-1.INEDAND CONNECTED TOA POTABLE /#4TER SOURCE PENDING SUCCESSFUL COMPLEllON OF CROSS-CONNECllON TEST AS PERRJRMED BYCMWD AND DEH. FINAL CONNEC77ONS TO THE EK/STING RECYCLED RECYCI.ED WATER SOURCE IS TOBE PERFORMED ONLY AFTER APPROVAL IS ROVIDED BY CMWDAND DEH. NOlE· ONL YSUBSURFACE IRRIGA77ON SHALL BE USED TO IRRIGATE ANY VEGETAllON WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENllREl y INTOA LANDSCAPE AREA. TITLE O' 30" 60' 120' lJ7 i SCALE: 1 • = 60'-0" ENTIRESHEETAPART~ APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 22 CITY OF CA RLSBAD PLANNING DMSION PRIVATE [ONSITE) RECYCLED WATER SYSTEM FOR: APPROVED CALL.AWAY GOLF 5825/5860 DRYDEN PLACE 24 SHEETS 5 /z., /,p., 1-------t------t--------------------+---+---+---f---l PLANNING DATE I-::::=,--------~-----.------, l----;coA"'TE~-r,::NfTW.=---t-------------------+--□-ATE-+-,N-ITTAL--+-:-0A-TE-+-,NfTIAL--l DRWN BY, MTH PROJECT NO. DRAWING NO. -Dale:; Yi'EVl'J LPC2017--0060/PIP 93-02 (A) 336-3L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAi. CITY APPROVAL 0-!CKDBY: BAH SHEET 22 OF~ SHEETS I PVC LATERAL SIT BOTTOM OF UP AT GRADE. VALVE IN HEAD ROTOR PER IRRIGATION SCHEDULE TORO PRE-MANUFACTURED TRIPL£ SWJNG JOINT WITH PART NO_ TSJ-125-12-S-lOA [USE TSJ-155-12-5-1 SA FOR FLXSS HEAD) ---.... -SCH. 40 SOLVENT WElD TEE VALVE IN HEAD ROTOR PVC LATERAL PIPING --SET IIEAD PERPCNDICULAR IO Gf~AD[ JF 60" OR GKF/\rrn ANGLE TO SLOl-'E GRADE IF LEss THAN 60». ~--SET UP i\T FINJSII GRADE TORO FLX35B -TORO PRE-MANUFACTURED SWING JOINT WITH PART NO_ TS.J-10S-3-lOA SOLVENTWELDSCH.OOPVCffiTING J NTS o~c0w0 GEAR DRIVEN ROTOR liiiil 0 -------------2 NTS --PVC LATERAL -45 ELL TO PROPER DEPTH -REFER TO TECHNICAL SPEORCATIONS_ ~--------RECYCLEDWATERTAG (CHRISTY #JD-MAX-PZ-RC-020) --GEOTEXTILE ALTER FABRI<;_ EXTEND 10" UP VALVE BOX EXTERluR WALL {All SIDES} ANISHGRADE 6" DUAL WALL DRAIN PIPE FOR SLEEVING GEOTEXIlLE HLTERFABRlC. EXTEND 10"UPVALVEBOX EXTERIOR WAll (All SIDES) HARCO 2"x6" GASKET x MALE SWIVEL LATERAL ISOLATION VALVE {#841106LS) USE 2"x12" VALVE FOR GREATIR DISTRIBUTION PIPING DEPTHS. 3/4" CRUSHED GRAVEL----~ SUMP -2 CU. FT. MIN. SET BOJfOM OF CAP Af fOP OF Gl<AD~,. -\ ANISH GRADE · -~ ~11.Ji'.gi1111 PVC LAlERAL PIPING ~II 1ii l-3""..j lfl -HI -1·· POP-Ufl SPRAY HEAD LASCO PRE-MANUFACTURED --SWING JOINT PART NO_ TS22-100 SOLVLNT WU.I} SCH 40 PVC Fil llNG _J ANJSH GRADE QUICK COUPLING VALVE CRUSHED GRAVEL II~ ! 11 r ROUND VALVE aox. 1111 CARSON #809 OR APPROVED EQUAL ,-----6ll HDPE CORRIGATED DRAIN PIPE INSTALL 1~ SCH 40 PIPE 24" LONG FORSTABUJZATION. fl~ ~--LASCO SNAP-LOK ~---SERVICE TEE OR ELBOW -· ----··-----LATERAL PIPING NOTE: RECYCLED WATER QUICK COUPLERS SHALL BE OF A TYPE APPROVED FOR RECYCLED WArER USE. DETAILS _P_O_P_-U_P_SP_RA_Y ___ -,----___ • __ 0 NI S ,JMBOVALVEBOXWITH _Q_N~_SIC_K_CO_U_PL_IN_G_V_A_LV_E ______ T_0 · --RECYCLED WATER TAG lCHRISTY #ID-MAX-Pl-RC-020) 18" I 2" PVC lATERAL PIPING "\----'--'--a. EXTENSIONS AS REQIJlRED --------~ VALVEBOXTORESION GRAVEL SUMP 1/2" MIPxFIP SCH.40 PVC 90 ELL (2) AND 1/2"x2." SCH_BO PVC NIPPLE RECYCLED WATER TAG (CHRISTY JIID-MAX-PZ-RC- FINISH GRADE _l_l_bblJlil;I c;:...=::--__:.:+=11.:___'::=--::.. . m--lfl =::;;:.I -COMBINATION AIR IIJI; ~ tC,i,;'J'"CRISPIN 30" ~ --GEOTEXIILE FILTER FABRIC ~--u,] EXTEND 10--UP VALVE BOX lif"11 ~ fl} EXTERIOR WALL {ALL SIDES) Hf--2" x 2" DI NIPPLE · · 1 --:: '-\t--HARCO #87020-02 1 2" NIBCOT-S60 BALL VALVE -HARCO 2" DI LATERAL NIPPLE #872n08 LENGTH AS REQUIRED -3/4" CRUSHED GRAVEL SUMP -2 CU. FT. --t,Yifi_~)~E40SOLVENT ~-----PVC LATERAL PIPING NOTE: NO MALE ADAPTERS ALLOWED. \ \ _ i PVC DISTRIBUTION PIPING \_- _"" __ --PVC DISTRIBUTION PIPING NmE: CONTRACTOR TO WRAP VAL VE IN 6 MIL PLASTIC FOR CORROSIVE SOILS. \__ l ___ HARCO FEMALE SWIVEL SADDLE NOTE: DIAMETERS OF RISER, FITTINGS, BALL VALVE AND NIPPLE SHALL EQUAL CONTROL VALVE DIAMETER. LOOP ALL SPARE WIRES FROM CONTROLLER INSIDE EACH VALVE BOX-12" D1AMETER LOOP (MlN.) ELECTRIC CONTROL VALVE NTS --RECYCLED WATER TAG (CHRISTY #ID-MAX-P2-RC-020) FINISH GRADE 1--~ I 10" ROUND VALVE BOX W/COVER BOLT. VALVE BOX fO RE5TON GRAVEL SUMP. le----6"ClASSZOOPVC-LENGIHAS REQUIRED ---~J~~Rf6'J6,~1W)~JO~~ICAL OPERATING NUL ltlf --.-.'~,, .. REBAR 4•= 3 ••• <.J ill IJl • ·= l = fl -; 'bm· • r,--~ "' 111 UNDISTURBED SOIL l!ll=111 =m -111= -ffi ----=-----.:::. CONCRETE THRUST BLOCK-REFER -TO TECHNICAL SPEOFICATIONS ---PVC DISTRlBUTlON PIPING t . 2" PVC lATERAL PIPING LATERAL ISOLATION VALVE NTS ,--------RECYCLED WATER TAG (CHRIS!Y #ID-MAX-PZ-RC-020) 10" ROUND VALVE BOX ~-----W/COVER BOLT. REFER TO TECHNICAL SPE□FICA TIONS. ----<------:~~~{~~¥3ii~~E EACH WIRE L 2" SCH_ 40PVC 90 ELL _____ ,..........._8 GATE VALVE ~ 0 NIS _LA_NT_SN_D_SC_A_P_E_S_T_U_B_-O_U_T _____ •_0 i (#8xx81) FOR 6" AND LARGER PIPE. USE HARCO SWIVEL TEE(#8045405) FOR4" PIPE. HAR CO FEMALE SWIVEL SADDLE (#8xx81} FOR 6a AND LARGER PIPE. USE HARCO SWIVEL TEE(#8045405) FOR4" PIPE. _AI_NT_~_R_E__cl._EA_S_E_V_A_L_V_E _________ 0_,0 SCALE: NOT TO SCALE ,. • ·.·~>; -rr SLOPE L: _6_:-l_ . -6" - .m"·--~ FIELD SATELLITE UNIT~ ,,. "W" s0 =11 ~---6" ROUND VALVE BOX l&'--'rB! ANISH GRADE IJll!=l'" --......._ S/8"x8 FT. COPPER-CLAD GROUNDING ROD. _/ 6" CONCRETE SLAB W/#3 REBAR@ 12" O.C EACH WAY. CE-~~,... --~ 4" SWEEP [LL -CONTROL WIRES =~----· ---1" SWITP ELL -COMMUNICA!lON CABLE --·--· --·---r· SWEEP ELL -120V/220V smvicr. * RUN A#B BARE GROUND WIRE 50" INTO TURFED AREA FROM GROUND LUG ON SATEUIIE. * CONTRACTOR TO TEST ALL SATE WT ES FOR GROUNDING. GROUNDING REQUIREMENTS AS PER MANUFACTURER RECOMMENDATIONS_ FIEI.D SATELLITE UNIT (TORO) NTS 111212018 3/5/2018 ARROW IS SHOWING DIRECTION Of THROW (TYP.) 9 NOTE: WHEN FAONG THE GREEN THE SPRINKLER ON YOUR RIGHT TO THROW WWARD GREEN. _G_R_E_E_N_S_H_E_A_D_LA_Y_O_U_T ______ ~ NfS V IRRIGATION DESIGN LAYOUT REVISION ·--··--·· ----+----+----+-.---.. -- TITLE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T'' DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 23 CITY OF CARLSBAD 24 PLANNING DIVISION SHEETS CONTRUCTION CHANGE ADDED SHEETS 20-24 ·--·. --·-----t-----t-----+-----t-· ··--+-------'-----------------~----- --···--· ·-------------+-----+----+----+----, r-----+---t-------------------------+---+----+----+-----t ··---·--···--··-----------+--- .--------------------+-- PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: CALLAWAY GOLF 5825/5860 DRYDEN PLACE r---+---1-------------·--·---1----+---+---+---------i APPROVED ---'512-J.M. ·--· -----+----+-----t-~ --------.--· ~-. --·I----+---+---+---------i PLANNING DATE DATE INITIAL --.. --···--· ------------t-o-,-T,--+-,-N,-TIAL--,-o-,-T-,-+-,-N-IT_IAL _ _, DRWN BY: MTH PROJECT NO. DRAWING NO. Expiration ENGINEER OF WORK REVISION DESCRIPTION >----~---+-CITY APPRo'v.::•,--lc:cH:;;C:;;KO;;;;,BY'i -----------i LPC2017--0060/PIP 93---02 (A) OTHER APPROVAL n BAH 336-3L Date: zr~>11t'il SHEET 2:) OF 24 SHEETS I , 24" ,. 111-iiiTI WARNlNG TAPE 6. MARKEDrCAUTION ~-----ELECTRJCAl WIRES BURIED 8ELQ\fr) ~-----TWO LAYERS WARNING TAPE 6. (PURPI..E) MAAKED("CAUTION RECVCl.ED WATER BURIED BELOWi. ONE LOCATED IMMEDIAlE.Y ON TOP OfTHE MAINLINE PIPE ANO ONE 12· ABOVE MAJNUNE PIPC 11111 11111 ·,>11\:: )e:)/c:,. mn nm ~-+-·.\:··~-·-.~2:,'.~ ,.,.--,-· •· • _ • , __ ,__ COMPACTED BACKFI.I. MATERIAL .. I 4· 4· (NO ROO:: LARGER THAN 21 PVC DISTRIBUTION PtPING COMMUNICATION CABL.f X9~ifilt:~ ~~ TAPC BEDOlNG -REFER TO TECHNJCAL SPECil'lCATIONS ~-------120/220V POWER VvJR£ NOTE: REFER TO TECHNlCA.L SPEOFICA1la'6 FOR MINIMUM TRENCH \WJTHS ANO IRRIGATION PROCEDURfS- _D_I_ST_RI_B_U_TI_O_N_P_I_PI_N_G_T_R_E_N_C_H __ --ir;0 NTS V ~~~~G (TYPICAL) GASIITTEDFTTTING [TYPICAL) H'/e,~RBEDSOIL NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR 11-IRUST Bl.CO:: SIZING. NOTE: REFER TO TECHNICAL SPEOFICATIONS FOR MINIMUM THRUST BLOCK SIZING NOTE.: THRUST BlOCKS CONSISl!NG OF A MINIMUM OF t CUBIC F<X)T OF CONCRETE {2.000 psr) SHAU BE IN5TAllEDAROUND MAJNUNES 3" AND ABOVE AT B.BOWS AND AT POlNTSIN G-IANGEOF DIRECTlON. _T_H_R_U_S_T_B_L_O_C_K_S _______ ~ NTS V SIDEWALJ< POTABLE SERVICE LINE l---fl---24"--- i 12" MIN. RECYCLED WATER IRRIGATION MAINLINE W/SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MIN. IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYOID WATER IRRIGATION MAINUNE 24" FROM FACE OF SIDEWALK WILL PRO\IIDE THE NECTSSARV 10' HORIZONTAL CLEARANCE FROM POTABLE MAINUNElN THE STREET. _P_O_T_A_B_L_E_S_E_R_VI_C_E_U_N_E_C_R_O_S_S_IN_G _______ ~ NTS V .: =11111 . J:; COMPACTED BAO'.fllJ. MATHtlAL _._:__ {NO ROCK I..AAGER THAN 21 ll!TI PVC LATERAL PIPING BEDDING -REFER TO TECHNICAL SPEOfJCA TlONS CONTROL WIRES-BUNDI.£ WIRES AT 111' INTERVALS WITH El.ECTRlCAL TAPC NOTE: REFER TO TKHNICAl SPEOFICATIONS FOR MINIMUM TRENCH WIDTHS ANO IRRIGATION PROCEDURfS- _LA_TE_RA_L_P_IP_I_N_G_T_R_EN_C_H ____ __,(ii\ NTS V VERTICAL CROSSING l POTABlE WATER~ -~-----~-----~ t 12" MIN I =>-------3-WDJE METAWC MARKER TAPE ~--RKYCl.ID WATER PIPN'.j _,---SIHVE NOTE: RECYQ.EO PIPING TO ALWAYS 8E INSTAUED UNDER POTABLE PIPING. RECYCLED PIPING TO BE INSTAl..l.ED IN SLEEVE EXTENOlNG 10-8EYOND ?OT ABLE PlPlNG. 12-MINIMUM CLEARANCE BETWEEN PlPES. AU RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHAU. BE PURPL.f PVC AND LABB.ID AS SPEOFlED IN TiiE -sTANDARO SPEOFICATIONS FOR WATER. SEVJER, AND RECYQ.ED FAClLITIES", LATEST ADOIT10N AND THE RECYClED WATER NOTES. PURPlE LATcRA!..NON-PRESSURE RKVO.EDWATER FROM IRRIGATION HEAD TO IRRIGATION HEAD, WHe.lMR THE LINES CROSS lHE POTABl..E PIPE, NO SLEEVE IS REQU(REO. 24· 111 -.· ., - 11111 :::::: WARNING TAPE ti" MARKID{"'CAIJT10N El..ECTlUCAL wrRES BURE) 88..0IV) -Ill II · I I I I COMPACfED 8AOCRU. MA.TERIAl. I ,111 (NO ROCK LARGER THAN 27 ffiTI ~ee-COMMUNICATIONCABLEOO · .. .-.·-.·,.-.. ffiTI WEAlllER5TA110NCA8l.E •• BEDDING -REFER TO I TEO-INICALSPECIRCATIONS r 120/220II POWER 'MRf NOTE: REfER TO TEOr-nCAl SPECIFICATIONS FOR ~UM TRENCH WIDTHS AND IRRIGA'TDN PROCEDURES. POWER WIRE, COMMUNICATION AND WEATHER STATION CABLE NTS ~--POTABI..E WATER PlP!NG HORIZONTAL --10'MlN-- \___ RECYaID WATER PIPING NOTE: 111' MINIMUM a.EA.RANCE WHEN INSTAU.ING POTABLE AND RECYClED SIDE-BY-SIDE. _R_N~_SCY_C_LE_D_W_A_T_E_R_P_IP_E_/_PO_TA_B_LE_W_A_T_E_R_P_IP_E __________ G NOTES; 0 o,.-:. 0 0 0 oO 0 0 0 O o 00 1. GAUGESSHAU.BENSTAUEDSOlHEYCAN 8E RfAO FROM THE TOP. , TOPVIEW SIDEVIEW PRESSURE REGULATING VALVE (BELOW GRADE) NTS 0 PY'C DlSTRl3U110N P[f'NG LINE 0 OJ. FlG." PVC AOAP1ER 0 D.L A.G..,: FlG. REDUCER (IF REQUIRED! 0 D.L FLANGED SPOOL (lENGlH AS REQ.) /";\_ NIBCO •T-113 lRR-BHWrGATEVAL\IEWITHCAST \:.../ BRONZE 1-W'IDWHB.L © CLAYrON W694G--2SBCSY-ICC PRESSURE REDUCING ANO SURGE CONTROL VAL\IE WITH LOW PRESSURE SHUTDOWN W/ GUAGES TO A:EAO Uf'STREAM AM> DOWNSTREAM PR£SSUR<S. 0 CARSON POLY VAULT #2,MSW/Slffi T-COVER '2443-8 DEPTH 48"" © RNSH GAADE 0 GEOTElCT1lE FU.TER FABRIC. EXTEND 10-Uf' VAJ...VE. BOX: EXTERIOR WAll. (All SIDES) @ LEGEND UTILIZE PURPLE EQUIPMENT FOR RECVCLEO WATER USE SYMSO.. MANUf" ACTURER 0 TORO .. TORO ® TORO .. TORO •□ TORO TORO ,, TORO ~ TORO SI TORO Ell SUPfRIOR •-11-HARCO l,] CRI5P!N .... AMERICAN ROW CONTROL e QA-VAL ■ APPROVED o--0 TORO ~ TORO APPSOVED APPROVED APPROVED APPROVED GENERAL NOTES MCOEL NUMBER JNF34-336-2 {POT ABJ..E) 1NF34-J36-27 (RECYCLED) lNF35-336-2 {POTABLE) INF35-336-27 (RECYCLED) INF34-316-2 (POTABLE) lNF34-316-27 (RECVClED) W/# 3634839 SCREW lNF35-316-2 {POTABLE) INF35-316-27 (RECYCLED) W/# 3634839 SCREW S700--PC-9.0 LA S90G-6 (POT ABlfl 590G-6-E (RECYO..EOJ W/MPR 15' NZ. ARC ,s REQUIRED #474--01 {POTABLE) #47-4-44 (RECYQ.EDJ P220G-27--04 {POTABLE) P220G-27-04-E (RECYO.ED) P220G-27-oG (POTABl.E) P'l2CIG-27--06-E {RECYCLED) 3300300RW #8411062Pl. Pl10A SERIES •2500 ~94G-Z5CSY-KC 201--64P&-1-4 LYNX LX-04-5-07 PREMTUM COMPUTER W/SYEARNSN SEESPECS. SEE SPECS. SEE SPECS. SEE SPECS. 1. All BASE INFORMATION HAS SEEN MADE AVAil.ABl.E TiiROUGH OWNER. 2. REFER TO PROJECT t.&ANUAL AND CONSTRUClION DETAll.S FORINSTAUATION PROCEDURES. 0!:$0s!IPT!ON V.LH. GEAR OR!VEN ROTOR RJll ClRCL.E W/#33 NOZZLE@ 65PSI V.lH. GEAR Di:uvEN ROTOR PART ClRCLE W/#33 NOZZLE@> 65PSI V.LH. GEAR DRIVEN ROTOR Rlll ORru W/#31 NOZZI..E & RAOrus REOUCTJON SCREW @> SOPS! V.LH. GEAR DRIVEN ROTOR PART CIRQ.E W/#31 NOZZLE & RADnJS REDUCTION SCREW @ 50PSI GEAR DRNEN ROTOR 6" POP-UP SPRAY HEAD 1· QUKKCOUPUNG VALVE r ElECTRIC CONTROL VAL VE W/ EZR-100 PRESSURE REGULATOR (TURF) 1-1/2" ELECTRIC CONTROL VALVE W/EZR-100 PRESSURE REGULATOR (TURF) 3"MASTERVALVE {NORMALLY OPEN) 2· LATEAALISOLATION VALVE AIR RELEASE VALVE -2" GATE VALVE (UNE SIZE) 3· PRESSURE R£DUONG VALVE LANDSCAPE STUB-OUT W/4 CONTROL A.ND COMMON [N 10-m. BUNDLE 10' LENGTH OF EACH WIRE 64 STATION FrElD SATELUTE UNIT W/ PLASTIC PEDEST Al MOUNT (220VOL1) CENTRAL CONTROL COMPUTER INCLUDTNG AELD TNTEFACE UNIT AND RADIO SYSTEM \NIT1-f {41 RADIOS INCWDlNG PR1S1M W/MAPPTNG 4" PVC DISTRmUTlON PIPING (RECYCLED) (P\JRPlE) 4" PVC DISTRIBI.JTION PrP!NG (POTABl.E) (WHITT) 2" PVC LATERAL PrPING (RECYa.ED) (P\JRPlE) 2" PVC lATERALPrPING (POTABlE) (WHITT) 3. CONSIJLTANTTO FIB.D SURVEY ALL IRRIGATION HEADS AND FIB.D SATB.LITE UNIT LOCATIONS. CONTRACTOR TO MAINTA.1N STA.JONG ACCORDANCE \YllH SECTION 1D OF TECHNICAL. SPECD'ICATIONS 02815. AND INSTALL EQUIPMENT WITHIN ~ S- FOUO\\'lNG COMP!..rnON OF ALL STAl<ING. -4. All VALVE-IN-HEAD SPRINKLERS TO BE FACTORY SET PER PRESSURE SPEGFJEO ON THE IRRIGATION LEGEND. S. QUICK COUPLERS TO BE rNSTAUED WITH A MAXIMUM D15TANCE Of 18"" FROM VALVE-IN-HEAD SPRINKLER OR REMOTE CONTROL VALVE 6. POWER WIRE AND COMMUNICATION CABLE TO BE INSTALLED IN CONDUIT ACROSS All BRJDGES. ROADWAYS A.NO PAfOONG LOTS. 7. AJ.J.El.fCTRICAL VALVI: BOXES TO BE SETON 3/-4-GR.AVEI..SUMP WITH GEOTEJCTil..E Fll.TER FABRJC EXTENDED 10~ UP VALVE BOX EXTERIOR WAl..l (AU. !IDES}. a ANY EXlSTING Pl.ANllNGOR lRRIGAllON COMPONENTS THAT ARE DA.MAGED DURING CONSTRUCTION SHAU. BE REPlACED lN KIND. 9. CHECK VALVES SHALL BE rNSTAUED AS REQUIRED TO PREVENT All LON HEAD ORA.INA.GE.. PIPE SI...EEV£ NOTES SLEEVES UNDER ROADS: 6-OR LESS IN OlAMETER -3o COVER GREATER THAN 6" IN DIAMETER-43" COYER SCHEDULE 80 PVC SlfEVES UNDER PAl/lNG {NON-ROADS): LESS THAN 3" IN DIAMETER -1 S-COVER 3"-55" IN DIAMETER-2'4-"COVER 6-OR GREATER IN Dt,,\METER;-36-COVER SCHEDUL.f 40 PVC SLEEVE SIZES FOR IRRIGAllON UNES SHAU. BEA MINIMU'vl OFlWO TIPIIIES THE SIZE OF THE UNE IT SERVES MINIMUM PIPE COVERAGE NOTES A. PRESSURE l!NES:: l.ESSTHAN 3"1N DIAMETER -18"COVER 3"-55"IN DIAMEJIR-24"COVER 6" OR GREATER IN DIAMETER-36" COVER B. LATBtAI.. LINES: 12" COYER WOOD POST NOTES: 1) SIGNS HAU. BE MANUFACTURED OF ALUMINUM SHEET. TI-UCKNESS 1,6MM (0.063-OR 18 GAGE). 2) TiiE SJGN SHALL INCORPORATE A PURPlE BAO(GROUND WITH et.AO:: lETTIRS AND SYMBOLS. 3) SIGNS SHALL BE MOUNTED ON 4"X4" PRESSURE TREATED WOOD POST SET IN CONCRETE.. ATTA.Qi THE SlGNTOTiiE POST USING 1/4-XZ-t/2-ANOD[ZE[) LAG SCREWS AND WASHERS (2 EA0-1). USE VANDAL PROOF HARDWARE. OO AIL NUMBER 2 3 4 5 5 5 6 7 8 20 9 10 ,, ,, 13 13 RADIUS f,(l' f,(l' "' 40' 38·-s,· 15· DETAILS CPM PAEC. RATE 24.4 .75 INJHR 24.4 133 INJHR. 13 .90 INJHR 13.8 1.78 IN_/HR. •• .56 INJHR '2 '2 TTTlE SCALE: NOT TO SCALE ( ENTIRE SHEET A PART OF REVISION #2 ) APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" DATE REVIEWED BY: RECYCLED WATER "DO NOT DRINK" SIGN INSPECTOR DATE NTS 21 CARLSBAD MUNICIPAL WATER DIS TRICT 1/12/2018 MH 3/5/2018 MH IRRIGATION DESIGN LAYOUT REVISION CONSTRUCTION CHANGE ADDED SHEETS 20-24 SHEET 24 CIT Y OF CA RLSBAD PLANNING DMSION PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: t-----t----t--------------------+-----+----t-----t---JAPPROVED 1----+---+-------------------+----+---+----+---1PLANNING l---c=,--+==-1-------------------------+----+---+---+----jDRWNBY: OAlE INITlAL DATE INITlAL DATE INITlAL MTH CALLAWAY GOLF 5825/5860 DRYDEN PLACE PROJECT NO. 24 SHEETS s /z1 lie., DATE -ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVPJ.... CHCKDBY: BAH LPC2017-0060/PIP 93--02 (A) DRAWING NO. 336-3L Date: 2'2BJ'l'II SHEET 2,1-OF ,2,1-SHEETS