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HomeMy WebLinkAboutDWG 271-5L; CT 85-19; MEADOWLANDS; 01-22- • GEt,ERAL NOTES RECLAIMED WATER NOTE§ I. ALL WORK ~HALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S CARLSBAD RE;:LAMATION RlLES !l REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS' DATED -OCTCBER 1993. 2. 3. 4. 5. 6. 7. * e. 9. 10. 11. 12. 13. 14. 15. 16. 17 . 18. *19. 2Q • AU. PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC. SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. NO PONDING, RUN· OFF OR OVER-SPRAY IS PERMITTED. HOSE BIBS ARE STRICTLY PROHIBITED. ON·S1TE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POT ABLE WATER LINES IS STRICTLY PROHIBITED. NO SUBSTITUTION Of PIPE MATERIALS WLL BE Al.LOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGiLATIONS. THE IRRIGATI~ SYSTEMS SHALL RUii BETWEEN. THE H~S OF I0,00P.M. AND 5,00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUAUFlED SI.J'ERVISION PERSONNEL ON SITE. PROVIDE AMINIMUM OF AT LEAST 18 INCHES OF CO'JER OVER ALL WIRING ANO PIANG. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATEF(, WHETHER BY WIND BLO.VN SPRAY OR BY DIRECT APl'UCATION, lllROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. • CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET, AND PRIVATE LOTS. QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUIIIICIPAL WATER DISTRICT'S RULES AND REGULATIONS. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD IWJNICIPAL WATER DISTRICT. ALL IRRIGATION APE SHALL BE STENCILED, COLOR-COOED (PURPLE) Af;ID LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. ALL POTABLE WATER ANO RECLAIMED WATER PIPING SHALL BE INSTALLEll WITH TrlE STENCILING ORIENTED TuWARD THE TOP OF THE TRENCH. WHEN A POTAEil.E WATER LINE AND RECLAIMED WATER LJJE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND IO FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE Lil'E, FOR A TOTAL OF 20FEET. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED lll!DJE THE RECl,.AIMEO LINE. A MINIMUM OF 12 tlCHES OF VERTICAi.. 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 DISTRICT ENGINEER . OR THE SAN DIEGO COUNTY DEPARTt,IENT OF,HEALTH SERVICES PRIOR TO ANY USE OF RECLAIMED WATER. L ENVIRONMENTAL QUICK. COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHAU. CONFORM TO THE FOLLOWING, A. B. c. QUICK-COUPLING VALVES SHALL BE I INCH NOMINAL SIZE NELSON '1'645, WITH BRASS CONSTRUCTION AND A NOf!MAL WORKING PRESSURE OF l:iOP.S.I. OR RAIN BIRD .-44 NP. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING THE VAI_VE. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK· COUPLING VALVE. IT SHALL BE FUF<H.E RUBBER OF< VIN <L. FUTURE RECLAIMED WATER SYSTEM (PRIVATE) 11 MEADOWLANo·s MELROSE DRIVE & RANCHO SANT A FE ROAD; §IGNAGE NOTES THE FOLLOWING GUIDELIIJE:; Fun THE USE OF RECLAIMED WATER ARE 10 BE PERMANENTLY POSTED INSIDE THE poqfl OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON t!-1/2' XII SIZED SIGN. COLOR, PURPLE BACKGROJND WITH BLACK LETTERING. L GI HOEi INES FOB BEG! AIWP WATER USE 2. 4. 5. 6. 7. IRRIGATE BETWEEN THE HOURS OF IO•OOP.M. ANO 6•00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH'QUAUFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE . IRRIGATE IN A MANNER THAT WIU. MINIMIZE RUN·OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF TIIE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FAC:ILITATED BY THE' EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, 0.E., EMPLOYfNC, THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). ADJUST SPRAY HEADS TO ELIMINATE ovtRSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS ANO LDTS, AND STREETS AND SIDEWALKS. MONITOR ANO MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVE~ ETC. SHOULD BE REPAIRED AS SOON AS THEYBECOME APAll~ENT. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTl'IUOUS BASIS OF THE PRESENCE Of RECLANEO WATER. PERSONNEL MUST BE INFORtED THAT R.C. WATER IS MEANT FOR l,RI. PURPOSES ONLY, AND IS NOT APPROVED FOR DRll'l<ING FWPOSES, HAND, TOOL, WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLDYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS INFOR· MATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS mlcrr,~GLi~w~ 1i?;iTi~AS~'r o,H9djRR!r.f~i~f~f FOR . OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES ANO MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO AND APPROVE[) BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAG13EO WITH IDENTIFICATION TAGS. A. I. 0u:::>FEC:::> ON 01N9L-E. FA.MIL-'< LDT <SLOPll--K"I 1DWAJ<:.P THE:. ~ft><oSt? HOL>~E WILL e,s f'Of-""e>LF-WA"T'Vr'-.. , I. INSPECTION PBPCEPLJBES City Constructloo Inspection Shau 1ng11,de: A. location of pipo lines. 8. Trench depth. I I ' I ARRA WI'l'IIIN HEAVY LINES IS ARRA OF RECLAIMJID IIATilR USE. SHEET TITLE TITLE ·SHllET I IRRIGATION PLAN -PRIVATE LUI' SLOPES"4_ !Mlil~INTAINED " " ~I ---"'·-·· " .. " ------------- " " ---·---------. . ' "'FI.ANTING PLAN· " ·,,,.& HOA l'l.4INTAINED " • " ,.....---1 _,, ., " " . -- " ' " ---···--,, ______ -- ' IRRIGATION PLAN"s-HOA MAINTAINED ------ " " I " " " ~ " " . --~[ ' -----------· PLANTING PLAN " ----------~ -~- " " ! " " ---·-·-· " " r ---·-·--·-- --~, IRRIGATION -·~ I ·- IRRIGATION SPECIF! ATIONS ---- " ! -----\;--------------------- " . -___ _j SPECI~CATI~NS PLANTING ' -- -----------------.. 5U80IVISJON EiOUNDARy I I SIIEF.T NUMBER l 2 --3 -4 5 -6 -7 f--8 -'} -'10 -11 -12 -13 -14 15 -16 -17 -18 19 20 21 . "2% D. LOCKING COYER$ ~ REQUIRED. ENVIRONMENTAL AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DON£ BY EITHER C ~AO TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4~ PURPLE IN COLOR WITH THE WORDS '°WARNING RECLAIMED W4iTFB·PQ NATPBINK"IMPRINTED CN ONE SIDE,AND 8Yl$9· AGIIA IMP~-~MAR" ON THE OTHER SIDE.· IMPRING BE PERMANENT AND BLACK IN co~. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OP. APPROVED EQUAL. C. Re1uired separation l Horitortollv arid Vertically). D. Pire identificalion. ( p.o.c: s) Point1 cl coonectioos. E. Location and identlficotian of Sprinkler heads. oooowooo EXISTING POTABLE WATER SYSTEM EXISTING RECLAIMED WATER SYSTEM PROPOSED RECLAIMED IRRIGATION SYSTEM I 21. -'I( 22. ,)jf23. 24. MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OFf~H.\_TH SERVICES. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE N.JN· INSPECTING PARTY. DEVELOPER SHALL SHON THE LDCATION OF R.C. SIGNS " DO NOT DRINK" ON THESE PLANS. AN ON·SITE USER/SUPERVISOR SHALL BE DESK;NATED IN WRIlIN6. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLlMBING SYSTEMS WITHIN THE PFcOPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS·CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS CF A RECLAIMED WATER SYSTEM. ~OPIE$ OF THE DESIGNATI0~1~ITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO CUUNTY DEPARTMENT OftHEALTH SERVICES ANO CARLSBAD "MU\IICIPAL WATER DISTRICT. . L ENVIRONMENTAL IN CASE OF EMERGENCY CONTACT STEVE BACKER (ii) 714 675-9844 OR AFTER HOUfiS CONTACT STEVE BACkER @ 114 262---65 5 Pager (FIU.N) INAMEl (TEL.NO.~ (FILL IN) (NAME) (TEL. NO. ITEMS N0'1 8,19.1.& 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL 'JSE UF RECLAIMED WATt.F(. ITEM NO 22 THE Sll:JNAGE f>LAN SHALL 9E 14 PAFcT OF ThlS I. P. BUT THE ACTUAL SIGNS El T AbS WILL Ell:: I NSTAU.E[l JUST f'ldOR TO ACTUAL USE OF R.C. WATER. SHOW AU. PUBLIC a PRIIIATE POTAflLE" WATER MAINS ON IMPRO'/El,IENT PLANS. (SIZE) 12" X 36" BLACK LOGO ruRPLE BACKGROLJ-JD / 36" j-111 BLACK LETTERS ~T.~ 1 WARNING RECLAI~ WATER 00 NOT DRINK RECLAIMED WATER AVISO·AGUA lt.flURA NOTOMAR .060 ASS PLASTIC QR STICK· VINYL SIGNS ALSO .. 016 AUJMINUM ~ I" BLACIS LETTERS 2" BLACK LETTERS TYPICAL SIGNS II • 8. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: I. 2. 3. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE·WRAP QB ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP QR ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED ~QUIPMENT SHALL BE DENTIFIED WITH A SI13N BEARING THE WORDS' RECLJ\IMED WATER US~ FOR IRRIGATJQli'.' IN ENGLISH Al'll SPANISH, WITH BLACK LETTERS I HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSJNl'IEL UTILIZING THE EQUIPMENT. 18" WARNING RECLAIMED WATER DO NOT DFilMK AVISO • Ar.UA IMPIJftA NOTOIIIAR 18" X 18" SIZE .016 ALUMINUM,.OOOA<IS PLASTIC OR STICK-ON VINYL SIGNS. 2. Exµira ioo Date "' ~ F. Wornillll siQns at the site and on the trucks haulinq reclaimed woler l if reclaimed ... ater is used for conslructian ). .lwl appro11al llller rtQlll'din9 the intpectian :if the project shall be obtained trom the city und the district, and be forwarded to lhe county health d•portment prior to final inapecti011 appra.,al. DistriCI Finol Inspection Shall Include: A. Covera9• tesl, ofter completioo of the sprinkler system, to d•lermlne the adequacy r:i coverage ar, lh• approved use area and protection r:J areas not approved for receiving roclaimed waler. B. Wornino sions and lobtls. C. Quick couplinQ val-. o. All o,;pect• of lhe irriQatlon conditions including windbl""'n spray, runaff, and pandinQ. · E. Required protection al all residential area5. ' F. Required protectian al wells, streams, reservoi~, ere. G. Cr0&1• comeuian. Annual ln!P!Clian Shall lnelyde, A complete inspection which should c<Ner port A and part 8 AND PART G of lhe districls final inspection. ---RC--- ■■■RC ■■■ AREA OF RECLAIMED WATER USE I ~ ---iil]]lla RC LOCATION OF CONNECTION POINT,S-METER El ' • I 0 " DO NOT DRINK" SIGN LOCATIONS L I BACKFLOW PREVENTION ----------'---_ _J APPROVED fY ENGINEERIN PLAN CHECKER: l I ' CAf{LSEl;.\D ,,., / I I I 'LAKE SAN MARCOS Vicinity Map DEVELOPERS NAME: JEMJIA GROUP 1 INC. ADDREss: ____ 3_I_D_3V~I_L_L~A_ll~A_Y~---,,-~~- ·NEIIPORT BEACH, CA. 92663 TELE:PHONE(714) 675~9844 uAS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT St1ee1 CITY OF CARLSBAD 1 PLANNING DEPARTMENT lhoou 22 PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: i MEADOWLAND·S. C.M.W,D. JOB NO. 9'2.-31 '2. ' I I .. 0 ., .. ' .. .. .. t,K)Tf:: EXIST. IMPROV£MENT9 FOR Ml:LROGf:: DR/VI= PER OWG. NO. Z(X)-z LAND ARCHITECTURE landscape archHccturc• land planning 1820 Thurston Dr._ 80 SCALE: I"• 40' 10 LEGEND ON SHT 3 FOR PRIVATE LOT SLOPES II TYPE "A" CtJRB OUTL£T, PGR __ D -?G A-__ SEPAf<AT\C -ENO!iOAC!!M£NT P£-RNl!T FROM SAN !)/[IGO COUNTY 70 13£' OBTA!N/;D 8,Y CONTlZ,t,CTOR o, ;?.7 ,;.f,x V ~ 84 Ip,, .. " -. -N lu ,.J ~ 11 10 FOR HOA MAINTAINED SLOPES POINT OF CONNECTION SHALL llE ,-STREAM FRO! PRESSURE REGULATOR ---+-- SPRINKLER CONTROL l i ' i.,:..----t HOUSE SUPPLY PIPE L 7 · \ \_ W~TER HETER BY OTHERS I ' • I TYPICAL P. o. C- POP-UP HEADS SHALL BE USED WI'111TN 10 FEET OF ANY PEDESTRIAN USE PRESSURE LOSS CALCS FOR VALVF.S WATER·METER, l½" SIZE BACKFLOW PREVENTER, 1!" srz,: MAIN PRESSURE PIPE, 2" SIZE CONTROL VALVE . LATERAL LINE LOSS FITTINGS LOSS ELEVATION LOSS (GAIN) REQ' D AT SPRINKLER HEAD MISC. LOSS REQ'D ID OPERATE SYSTEM 2, 15 GPM 0.4 PSI 10.0 " 0 .4 " 1 . 9 " 4. 9 " 0 .1 11 I . 2 " 40.0 11 s.o· " 63.9 PSI J, l'J GPM 0. 7 PSI 10.0 " 0 . _') Tt 1,8 Tl '> • I " 0.1 n (1.9) " .30.n " 5. 0 " 51.3 PSI PRESSURE AT POINT OF CONNECTION IS ABOVE 150 PSI. SET PRESSURE REGlIT,ATOR AT BACKFLOW PREVENTER TO OBTAIN PROPER PRESSURE. r ,, 1 112• BACKFLOW -( PREVENTER ~?.." WITH REGULATOR 1 112• WATER METER 150 PSI CURB I ~ l CONTROLLER . . i I -'1-L--,(J 4 ROW PULL 6 CONTROL WIRES EA<ll TO TIIE TWO PIPE ENDS AT VALVES 1 & 2 AND 3 & 4. l'JICLOSE WIRES IN VALVE BOX FOR FUTURE USE. -POINT OF CONNECTION II AS suitr ' . ' R.C.E. EX!> DATE REVIEWED BY: INSPECTOR DATE . ASSISTA!l'I' _ OWN.IY•,-----1 DATE HIIITIAL REVISION DESCRIPTION 0::Ea DATE ........ ENGINEER OF W0M cm APPROVAL CHKO. IY, ___ I FIELD II<, PROJECT NO. CT 85-19 I DRAWING NO. 27/-5L I C.X.W.D.JOD NO. 92-312 .. .0 ., ... ' .. .. .. \ \ NOTE: EX!fJf IMPROVF:MENTS FOR MELROSE a?IVE PER OWG, NO. Z(X)-Z LAND ARCHITECTURE landscape archilccture•land planning 1820 Thurston Dr. _L ■g11na.Beach~ Ca. 928S1 SCALE: I 11 •40' INSPECTOR DATE l60 I )403 eX;g S :BDR, _., ,_-~----~~--• · l ; i > ~ft l \ 3!1,8. '-q 18. . ' • "'I-C. "7''. _i . ' J " I I•; ,c \ ' I 3 -~ 11 i, 1.ir-~~ '\ \ 1 '';1\ . \ \ f"" . I ·' ' / , ('•::, ' ' r' (.__..,. _, ~;c;,r '-' ( ....... -' ____ , \. ' I : .,.,~ .. 'Z I ,:n,;10/.B;-/--... 0 0 0 0 0 0 0 _J ' ' : I o . ~~--++~ 3---l,,-.,ri :~.(,\? \' . /. . /\.. j 3e,;,.,;;_~__,=oJ;:.= .ft!2. • _365. ~-.\::::'.;,,....:;__-~ 0 0 SHEET0 . ·. 0 ~ \ (t 0 IRRIGATION LEGEND V f 6" POP-UP," LOW GAL, FLAT : POP-OP IIEADS SHALL BE V t t t " " " . USED WTI1IIN 10 FEET OF • A11Y PEDESTRIAN USE V " LOW GAL lu -.J '{ \J 1/) " " X full " " 0 etnitter head GEAR DRIVEN, PART CIRCLE " " " FULL CIRCLE -----LATERAL SPRINKLER PIPE ---MAIN PRESSURE PIPE • ~.. . GEAR ~!IVl!N, PART ~IRCLI! ' -$-" ,FULL CIRCLE :-.::::::_ PIPE SLEEVE s :a . CONTROL VALVE ELECTRIC CONTROLLER 0 QUICK COUPLING VALVE ,, @ . PVC BALLVALVE, N REDUCED PRESS. BACKFLOW PREV. D "DO NOT DRIii][" SIGN lllCATION @_,/ GALLON PER MINUTE TORO 5706P-FSQ-LG, 30 PSI, 0.26 GPM; " 5706P-FSH-LG, ., . " 5706P-12-Q, 30 " 30 II ·30 II 30 II 0.50. " 0.80 " 1.10 " 12' '\ ' " 12' w·: " 5706P-12-H, 5706P-12-F, 2.10 11 . 12' ft OLSON EH-12, ENCLOSE IN ACCESS SLEEVE USE 2 TUBES PER SHRUB USE 4 TUBES PER TREE HUNTER PGP-07, HUNTER PGP-10, HUNTER PGP-12, 40 PSI, 3,00 GPM, 46' RAD, 40 " 40 11 ' 6.00 " ll .40 " 46' " PVC CLASS 200.,_ BURY MIN. 12" DEEP 2., 00VER. ½" SHALL BE PV,; CL 315, WITII HIii. 1 PVC SCHEDULE 40 FOR 1½" OR SMALLER Wlffl MIN. 18" COVER PVC CLASS 315 FOR 2" OR LARGER . Wl'l'ILMIN. 18" COVER HUNTER PGH--01-V, 40 PSI, 0.60 GPM, 28.' JW>. HUNTER PGH-03-V~ 40 11 1 ~00 " 30• .,,, !~_!. HUNTER PGH--05-V, 40 " 1.80 ". 36' " PVC SCH 80 W/ 36" COVER UNDER VEHICLE PAVING -~r:s•1., PVC SCH 40 W/ 18" COYER UNDER PEDESTR, PAVINCr( 1W PVC SCH 40 W/ 12" COVER UNDER PED. PAV'G (NON~!'F~mrill CONTROL I/IRES IN SEPARATE SLEEVE . HARDIE 700 SERIES, SIZE AS. NOfED OASIS, .KOALA-T SERIES, IN STRONG'BOX, 11/.RAI!f .... NELSON 7645, 3/4" SIZE -----, SPEARS •"TRU-UNION" SERIES, LINE SIZE . ·_;>:,, '.( WILKINS 575RP W/#500 REGULATOR & 150 MESI!~ VERIFY LOCATION WITH OWNER AND WATER DEPARTMENT·t;,c.\ . ,, .. ,,,. INSTALLED BY bWNER, VERIFY LOCATION 111'1'11 OWNEll-AIQ) WATER DEPARTfffiNT . , . . CLAYTON 90G--01-AB, .2½" SIZE, OR APPR. 'BluAL;·.' 0 STRIP SPRAY,PRFSS. COIPENSATIIG TORO 5706P-4-SST, 30 PSI, 1.00 GPM, 4'x22' /A FLOOD BUBBLER I C't!,;.,L8::,Ec.<,E [JET,4/L 'O 'S!IT 3 -·-··----\,--..\--'l--.:OG,/(/.C:.S::CT,C.::/N,c:;G~0;::,13=-L-/4"COAC PIP£ TO ,. REMAIN IN SERVICE. FCC BROW q, PITCH Sll1'1LL BE BUILT TD MA TC!{ ', Flf)WL!N& OF CONG. PIPE$. ~£'.E OE:TAIL "B'THIS SHEET l . i \ 5'SETB4CK FROM EXE 01" ?RIVATc ROAD EASEME!IT' 7D LOT GRAPING lJEVEL~PEI<!-. ' . . "" . JENNA GROUP. •~: , 3103 VILLA 1/AY ·, ·,. NEWPORT BEACH. CA. "l.;1663 (714) 675-9844 . TORO 570FB-50-PC, 40 PSI, 0.45 GPM l ~~,$~~.-~=-i-llGrµee.,-. oLJn.E,r f'lt-l. ~- l~dr. ~t-1 _L.IHEi ANTI-SYPHON VALVE APPRO~ ED FOR .rl,ANTING AND IRRIGATION ONLY, INCLUDING . PRECISE LOCATION.OF PLANTING AREAS· CALIF. COORDINATE : 342-/695 ~ CITY OF CARLSBAD fiiiwil t---+--+------------+---+---4---+-----i~ PLANNING DE PA.-TII ENT L!.!.J t---+--+------------1...--1--+---+--~ IR" IG AT I , I 'PL.AN:• . PRIVATE Lot· SL-OPES 1 MEADOWLANDS PE t---+--+---------;;....,-i,-....,.-1---+---+--~ AP P.-OvED, ; ~C:W . ~IS'l'.AIIT ij.WriifG Dil!EC"roR DATE INITIAL ENOINHR OF WOIIIC REVISION DESCRIPTION IIIIT A CAL DAn CffY APPROVAL OWN.IY,::----1 CHICO.IY,, ___ 1 l'IELD II(, P.-OJE CT NO. I Dlll!IIIM NO. I CT 85-19 27l-5L C.M.W.D. JOB NO, ,~·1 ' ' : .~ LAND ARCHITECTURE : landscape archilccture•land· planning :.. 1•20 Tll:tret"o• _Dr~ : La~~~.•. ·••••II.-_.C•~---~---~-fl. POP-UP HEADS SHALL BE USED WITHIN 10 FllET OF ANY PEDFSTRIAN USE NOTI: .· EXIST. !MPROVEMf:NTS -------FOR Mf:LROSI: OR/VE ~R OWG.NO. ZO()-Z + ' ' '\ \ V ., .... . r:,, \ 3 I \ \ ' ," , II AS BUILT II R.C.E. EXP. REVIEWED BY: IN SP.ECTOR eo 71 383<ii ., ?" w 5 .,?.J' .~ .l..c-? I\ DATE DATE 10 SCALE: I " • 40' 15HE4ETI CITY OF CARLSBAD ISH(ETSI t===jt===l====================+====~=~~==~➔~==~ PLAKNING DE"'"" T •ENT ~ 2 1-1--==~t==j===:============⇒===+=~~==l===l '. t RIG AT ION. PL.AN, . PRIVATE LOT $LOPES MEADOWLANDS t==±==i=============~~==t==i===+=~ · /. 7-. f-l---+---+---------~t--;---1--r--l 11..;_ASS_;:_1s,..t-m~-PLANN~~ING::::...· -DI_R __ l!C'_ro=R---, OWN.IY•::----i '""OJECT NO. I di .. NO. . I ~rtLi \lt, CT. 8 5;;, 1 9 271-5 I. DATE INITIAL INGNIHROF- C.M.W,D. JOF NO. 92-312. I ., ~ ---~••·· --~-::"":.-:'.",--·. -/', ,,-subDlVI SIDI\/; /"':},\ BOUNDARY ~ ,:.---370 ; I I ' --······--···--··- . ···•· ... {ff - ¾7\~4 ,·•··· -5f'J...b,· / ' f.~,, ~ 'Ycrt....:._.,, --.; . .,..;"":3 ,/ . .. ,c.. 3G,3 Gi, f:11. ' r;,-z. r ri' f!/6 •-.....,d---1!'J•I ~di' '-"'::;;:.,.~.a;~ 111"""'"~0.:::: ~~ ".-!::! -~ ~ . 'is'> ~I, '.A ~ . 7"' ~~ ~ 'C?., ,£. '::t-. ' ;i;,,...._ ,~ 80 SCALE : I "• 40' fROP. FIN. oiRADE NOTE: i=XIST. !MPROVEMENTS ALONG MELl?OSEi OR/VE PER DWG. NO. ZOO-Z -t- 20' 0 YPE"B" .6/?OW DI/CH Pi=R 0-75 'f'ACTEO TO 95 f. SECTION A-A urJL/rY ACCESS ROAD NO SCALE' DEVELOPER: JENNA. GROUP, INC, · 1,03 VILLA WAY NEWPORT BEACH CA .(714) 675-9844 . 92663 DATE INmAL ENOtNHfl Of' WOM REVISION DESCRIPTION DATE INIT. DA11E •mAL .MI p C:JI.L CITY APPIIOVAL ---J . ------- ... 0 "' ,. I ,. .. .. R.C.E. " l'OP-uP HEADS SHALL BE : USED WI'mIN 10 FEET OF ANY PEDESTRIAN USE APPROVED FOR PLANTING IRRIµATION ONL AND PRECISE LOCATI6N ~:c:;LAUDING AREAS · · NTING LAND ARCHITECTURE 1,andscape archilccture-land planning 820 Thunto_n Dr, Laguna Beach, Ca, 9-2851 . AS BUILT II EXP. DATE REVIEWED BY: ' ·l~l'[CTOi:,-DATE. CALIF. COORDINATE : 342-1695 ASS~STANT PLAJIN NG DIREC'IUR DWN.IY, CHKD.IY, "ELD IK, • l'IIOJ[CT NO. I DIUllflNG NO c_T as-19 2 71 _5 t. I C.M.w.D. Job No. 92-312 \ / I • .' ' Tl/IS SJIEET t FOR CO/ffll:CT. R~ ~ Wli'ilX ~y 5EE 6flADJN6 --N so 10 SCALE: I"• 40' 4#J9S ~-. . ·. ///.,3/, ~!iii: ~4_/; .. d.-----~ 1013 445.:I /~ .&.8' .•• ... /04 44(;5 I I I •• ' OF' X S ;...\ 1"-l ,t ' i ,--SUBDIVISION BOUNDARY /J AND CITY/COUNTY BOUNDARY I . I 1 :. -TYPG ,, B ,, BRO,N Ir / ..... (•;/' DITCH lj · I I .. --E:XJST WALL--'1 / 44-_l{)!t /' /43 -0/f ;;,,,;:;;;~'-T,'~~~~~···.!,.--. .1 ·-····· ..... -~-~~(;;;v=~~ / I . I / • / IOI 433 Z 100 4:3:J.4 I / ' ~7 -,----4:!J4.0----r'-~"h c/ ','_"_ 8.5, 4, lq 118\~q ~ ~~~-=...::...=---..-,: · 1)1\~r ~...,,-~ c,~ ~-r~,e 33. T1A, tl~'ft "D' . . I I 8Yii':l4•~, ~ t:G 8 J#FC SEE LE&E,i9 f)f,/ 5.t JEET 7 - /4 STREET TREES 15 GAL CAMINO DE AMIGOS JACARANDA ACUTIFOLIA JACARANDA CPRTE YOLANDA CORTE EDUARDO CORTE LUPE CORTE .. ADALINA CORTE DIEGO CALLE HIDALGO CORTE MORA CORTE RAMON 18 13 I I 9 - 11.. PYRUS ~YAIIA . PEAR METROSIDEROS·TOMEIITOSA NEW ZEALAND CHRISTMAS TRE& KOELREUTERIA PANICULATA . GOLDEN RAIN TREE MELALEUCA QUTNQUENERVIA CAJEPUT TREE • METROSIDEROS TOMEIITOSA NEW ZEALAND CHRISTMAS PYRUS CAil:.ERYAIIA PEAR (STANDARD) TREE 1. ALL TREES MUST BE PLANTED MIN°. 3' OUT OF R. 0. W. AND 10' BACK FROM THE CURB & DRIVEWAY, AND 5' FROM THE SIDEWALK. 2. ALL TREES MUST BE 15 GALLON SIZE AND FREE FROM INJURY OR DtSEASE. 3. ALL TREES MUST BE PROPERLY STAKED. (SEE DETAIL ON SHEET 17.) -' PLANT LEGEND -PRIVATE LOT SLOPES ACACIA LONGIFOLIA SIDNEY GOLDEN WATTLE TRISTANIA CONFERTA BRISBANE BOX ® HETEROMELES ARBUTIFOLIA TOYON © XYLOSMA CONGESTUM SHINY XYLOSMA 0 CEANOTHUS "YANKEE POINT" CALIFORNIA L1LAC 0 COTONEASTER HORIZONTALIS ROCK COTONEASTER @ LANTANA MONTEVIDENSIS TRAILING LANTANA I CAL 1 GAL 1 GAL 1 GAL 2 3/4" LINER 2 3/4" LINER 2 3/ 4" LINER ,~~AZANIA MITSUWA SO% FLATS@ 12" O.C. . GAZAIIIA DELOSPERMA ALBA 50% FLATS @ 12" 0. C. . . . WHITE TRAILING ICE PLANT HYDRO-SEEDED GAZANIA: .QI!. ' 29 " 217 69 101 l,211 385 450 GAZANIA YELLOW & ORANGE 100% WOOD CELLULOSE FIBER M-CONTROL BINDER GRO-POWER 20 LBS/ACRE 2000 II 140 " 300 II · GRO-POWER SLOW RELEASE 350 " ALL SLOPES 6: I OR STEEPER , 3 IT.RT AND ADJACENT TO PUBLIC WALKS OR A COVER CROP AND JUTE MESH. OR LESS IN VERTICAL HEIGHT, STREETS REQUIRE AT MINIMUM ALL SHEEI' GRADED PADS FLATTER THAN 6: I AND NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING REQUIRE COVER CROP. II AS OWN.l!IY, ____ I DEVELOPER: JENNA GROUP, INC,, 3103 VILLA WAY NEWPORT BEACH, CA. {714) 675-9844 BUILT " DATE 92663 fiiimil L!.u /-7-9 f DATE DATE !NlTIAL ENGINEER OF WORK REVISION DESCRIPTION 1:0=:=•'::~~E.,=.,..,...='"c.:'T.:..~t-;;::-:~;::TE;--:A;-;;P~P•;;:::;;1 \:;:;':---1L CHl<O. l!IY: ___ I FIELD 1111<, P"OJE CT NO. .CT 85-19 I DRAWING NO. 27/-5:L C.M,W.D. JOB NO. 92-312 I I . '.~~ r '· \ \ \ \ ~(4 \\ \ NOTE: f;X/$[ IMPROVl=MENTS ----mR Mf:LROS!: OR/Ve PER PKG. NO. Za:J-Z OHAIN NOTE9: ·,. / EXISTING Gl.1g,,,?-v1INS ARE ro EX "/IE PROl"OGEO //tlleT NO s TIIIS 5/.EET IS FOR CORRECT".-€,~ Fl.A~--- . I I i j / • • f l / ; • I . I • I 80 120 l60 SCALE: I" •40' WTtit'l oc.f Y. SEE GRAa'/'6 /0 403.Z c~-,- __ .,,, µ ••• IZ 40/Z -~ . / 0 3'!<} • y' G ,::-,:) J"18 . _. v_ /h' ' '' 5 405.9 2' H!,._-;,~----->;3<fO z 0.0- . 80 '.;}849 'F/LL t;ur ~~A~~~~ ;\fcl-:1: I • • ! 7l!i I !:t !.6-----. · . -~. I l / C -. i ' \. . . . . ,Ii , , c,,i: ... I 0 . ~p;1r-l90 0 I • i:;11"~!:'0ic;1.-P.I 0 :t 6 ~o ,o,u\ 0 e-'€, . ,,.~. ie,f;\·.C _.· . , ) iO~i: I \o . 6 g SHEE'T 1 1 !_:; o 0 0 I'-, 78 s;s 38&4~ ' : '"/IJ 8/,.w l ~o IJP-?''--E~.....:;t .. o,;;_:3__..b'-' " . '"_f?:4 • . 3135 0 2' . G5 405.0.'t j!P_ / ~\/-<~'f I / I 384_ 8Z. 384} . ----, ~-, / ' /, /. l!C illll!TY ~ £ EA5EMENT () (J ~-· C. ~7 -·· --SUBDl/1/SION 8001'/[14!':'>. // CITY/ COilll/Ti' 8(}ljt✓:.i \ ' S' ttl., : (::,.) : !-"") ",_, \ Y SEE NOTE B&OW DATE GX!GT POOL INITIAL DATE INIT.. DATE INITIAL REVISION DESCRIPTION l=,...:::~~.,=-:::o,,,.:;::-'Lt-:c;:::,TY;;-:A-;:PP;;;:RO;;;Y;;AL;-1 ENGINEER OF WORK JUTE MESH SHA LL BE REQUIRED ON ALL PLANTED SLOPES WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. COVER CROP SHALL BE ADDED WHEN PLANTING OCCURS BETWEEN APRIL 16 AND AUGUST 14. .. 0 ., .. I .. .. ,. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS !ISC/11' G-WE.1 •c. Ne. 125 -c, DA.TE -1<, .0, OF Cl': LAND ARCHITECTURE landscape architccfurt•land planning 1&2D Thurston Dr • Laguna Beach, . · C•· 92951 II AS BUILT II R.C.E. EXP. . DATE REVIEWED BY: INSPEClOR DATE C.M.W,D. JOB NO. 92-312 + + • .~ LAND ARCHITECTURE · t ljiridscapc architccturc•land planning ,.,. 1820 Thuraton Dr. · • ~ Legu'rl ■ Be1c:h1 Ce •• 2111 NOT£:: EXIST. IMPROV£M'=NTS FOR Mf:LROSt; DRIVE Pl:R OWG. NO. ZO()-Z ' I ; \ JUTE MESH SH ALL BE REQUIRED m ALL PLANTED SLOPES WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. COVER CROP SHALL BE ADDED WHEN PLANTING OCCURS BETWEEN APRIL 16 AND AUGUST 14. MY. T/.1/S SIIEET rOR CORRECT PLAN: EE G/?4a'/16 II AS BUILT " R.C.E. ____ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 37..J/O ' -N lU ..J <( 0 ., "'------"120 SCALE: I II a 40° ,/ s;, (": n:,.-~--•1~/. £ .::; ~;;,. 3-, '/ "' ~\ ~ Z7 I"'; <,,u, Z8 3G713 30 3<.S,0 ~ \\ ~313~ 58 3GZZ r;x1sr (·fl' ,ncH J u. ..... BL.DG, ~-~-···J?_.,;. TW~5 aw~s, ---- -- DATE INITIAL ENGINEER OF WORK -_ SEE t.EGE/118 E'r,• .!t J.!'!'f _f NOT A EYIST HOUSE: ' ' ' . . . REVISION DESCRIPT·ION EXIST h'OU8E PiART DATE INIT. DA.TIE INITIAL OTHEftAPFRJ\/AL CITY APPROVAL :.~tl5T SHED·~ . r· I_ -. ND 17, ,.,.· ·() ' \I ' I . . \'J ·1 \ ::_ \ ,1 "t?,'o,v ' ~ < ~ 1$1 I ~-__; . ; I ' ... , I I • • • • • • • ' •. \ \ >)., Q:: ~ ~ Q (t:) ~ Vi ...., ~ C) ~ tr) ,j \ \ \ ll) 0 l,l [( ,.✓.-'~ 2 - _;z: <-C U) l,) \ \ ES SEE SHEET (o CALIF COORDINATF : 342-169.'5 I SHE~T I CITY OF CARLSBAD r:rr:J PLANNING DEPARTMR!iT 2 pt~lEZ~s8 PE2,89.29 IAPPROVED75flt,P._ I-Z-9f "j : · ASSISTANT PLANNING DIRF.CTOR DATt; ~- I DRAWING NO. I OWN.SY, PROJECT NO. CHK0.SY: 'cT 85• 19 27l-5L FIELD SK, C.M.W:D.JOB NO. 92-312 ~ ~ ~ § ~ "' ~ (;;· ' R: -~ . Lt1 -G _,., s' _ft' /-SUBDIVISION / E OUN DARY-· I I I zdstf!~/ i (~'#II"' 4'. . .. . /5',.>; 3~7. 5 -($"1 • ~Ilg:;~, Vc>D • . ~ >VX::---' G -' f . . ·' 4Z 31;,7, 4 -,'' -'!.. . ;,,''--IP.:: · PROPO 2.§1:_. '. 6t:WE~'"-__ ..;.'..s::...,ao!l:,l"'; 'fi-~1-1?~"7.<ic'"".C?";;..•2.:?=.=. :i PK-..__ -__;:.:4~'i,o·~ ~~&4~---..,.._ -S:::~~~c 16:·~'Jf Ni .b-"'"' . 'fW-~1eAS8 --~ 5$ . . --•, ~ ·,9 ,,.,-3{3':-'- ~"-G9G 48 3595 -s'-. J!..c~-~,80 ' 4e, 35~.t \-.. \;:<" . \ / -/'• ·_,_,:.,;' -$ ■SCAL~:2~ 80 120 160 SCALE: I"• 40' Tll/5 5. FDR CORR. Pt.~--- CONTROL CWLY. SEE GRA£¥A.6 --- "' PROPOSE/}_ SEWER EA'3E:MENT (eo') <,, WE lC. ~0. )25 ,;. 'j -" , DATE'-- C~ ~ LAND ARCHITECTURE ':' _ landscape architcclurc•land planning :; 162 0 Thunton or .. · • Laguna Bealih, C ■,· 928111 INITIAL ENGINEER OF WORK DEVELOPER: JENNA GROUP INC 3103 VILLA WAY . NEWPORT BEACII CA (714) 675-9844 . 92663 R.C.E. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS II AS BUILT II EXP. DATE REVIEWED BY : INSPECTOR DATE CALIF. COORDINATE : 342-1695 ~!STANT PLAIIIIIIIC DIR1lCm! OWN.BY, CHKD.IY· 't£LD IK-, -,,--I PltOJECT NO. I CT 85-19. C.M.W.D. JOB NO. 92-312 DRAWING NO. 271-5L r SUBOIV/5/0N ff)UNl;;;;,;;_-;n SHT,10 ,t~:~ ', ) ) ,/ ' , J, ~ ~(;i-, ~ \ ..,,,,. ~,--;;- \ • 11., ....,.......,.. • RELIABILITY. RAIN GUARD hH been englnee,ed and built lo function flawlessly under even the most adverse conditions including extremes of temperature or h_arsh electri~al environments. Solid state design and rugged construction makes R").IN GUARD immune to the maintenance problems that s:i1ague other rain shut off devices. All of RAIN GUARO's e!ectronlca ■re I s.ealed unit. totally weather proof and Incorporate both static charge protection and snubber networks. The patented thermistor based rain sensing system is unaffected by lhe accumulation of debtis 1n the rain collec11on C\.lp. MAINTENANCE FRFE. RAIN GUARD requires no maintenance, lnspeclior,. cJe.aning or adjustment -e\ler. RAIN GUARq is so free.of ITlaintenance worry that 1l ,;an t>e installed in its own yar.dal resistant enclosure (WCS~RGVR). OPERATION. RAIN GUARD automalically intenupts the valve common(a) after api:iroximately 1/B (3.2mm) of an inch of irain has fallen. It In no way aftects the normal cor:inualion or the clock's cycle or programming. By interrupting the ·:3lve common(s) Curing a rain it elmply prevents power from gettin~ !o the valves. lrrtgatlon wlll automatlcaily be enabio:;t again when tho occumulnted rnin fall evaporates from the RAIN GUARD collection cup. Evaporahon will occur at a faster rite than from soil because at bath passive and active assisted evai:iaration systems built into RAIN GUARD. Only RAIN GUARD haa'lhls aaslsted evaporation feature. Ft.ir1hormoro, if dcsirod, nAtN GUARD can be set 10 more closely parallel actual local soi:I percora1ion and evaporation patterns up to a depth or 112 inch (13mm), by simply adding that depth of local soil into the RAIN GUARD cOlleclion cup Among all the-currenlly available rain shut off devices, this, is possible only with RAIN GUARD. BASIC WIRING. RAIN GUARD oloctrtcal tl)eellleallona: ap. .. ung 11011,99 24 to .Ml >N)lta. 50 to 4IQ Hr, AC, l'a-.r o;on1urnpllon dry. o 1mo1: -l: 0.15 tmpt, U, -u•. Int-I r.l1r: Nom><1ll1 IC~. a)fll.ac;I Mt-n OtNft A ~IIOW .,...~ otNM --1.. Molm....,. Mlllltd t,wltc:,W,O c.....,en1: 1 Mo 1mi-, 38 w1U1. Sru.ibblr Mtwork lncludld !O p,oi.c, ICIMd ltlll COf\1Jolle•• lrOffl 1-.ltcfllng 1piluu. Sllllla et11r91 ~~on lndl,llhd to TYPICAL CONTilOLi..l:11 " ' • e ' 0 s " VA.LVE COMMON(S) gullfd 10".1"'1 l!Qhtnlng datn11~ TO VALVES OVER A I DE. In the event manual ove,.lde Is desi,ed, use WCS-COC or an SPST switch and snubber network placedl in series with red lead trom RAIN GUARD. LQCATI ON. RAIN GUARD must be Installed in "elea, spaea''.whera It Is eKposed t0 unObstrueted ralnfall "'nd is clear of Irrigation spray. I --RAIN GUARD's base Is designed to fit 0ver 1½H PVC pipe to raise Iha unit Into clear space. In addition, a universal mounting bracket closure /RGVR} is available from (AGUN) or a vandal resistant en you,deale,. Q ~ • -- • • ON """ 0 ON smr Of' CONTOOLLl 1.151..0 I'll'( ELBOW 1 \ 1 1 "'d [J WITH .o.i.u,.o,.......,. N V,\NDJll nGUNrvrns.o.i. UOVNflNG U15TMH BFU.C.:fl ,_CLO~UR[ 1wcs:_110VNJ wes.~OVA1 I l ------+- r,;~l) 0~ ~,i,.,~ I.,\ t,.JI; I 1.'1 f"(&i:) M C:."1 12 2::, IRRIGATION LEGEND "' V t ½ 6" POP-UP; LOW GAL, FLAT INSTALL ALL SPRIIIKLER HEADS HIN. 6" FROM EDGE OF SIDEWALK AND/OR CURB PROVIDE DRIP OUTLETS FOR AIJ.. TREllS INCLUDING IN AREAS TO RECEIVE SPRAY HEAD COVERAGE AND ON SLOPES . " " V ¼ II LOW GAL V ½ 1, " , X full " " 0 emitter head a t, GEAR DRIVEN, PART CIRCLE " " " FULL CIRCLE ,-<>- ~--'--LATERAL SPRINKLER PIPE INSTAIJ.. HAIN PRF.SSURE PIPE j INSIDF. PRIVATF. PROPERTY AND-~~-•--• -MAIN PRESSURE PIPE OUTSIDE PUBLIC RICIIT--OF-IIAY PRF.SSURE PIPF. IN 6" SLEEVE SHAIJ.. ·:::,_ HAVE KIN. CllVER OF 36" UNDER STR!,:m' SLEEVE SIIAIJ.. BE sen. 80 PVC P !PE GEAR DRIVEN, PART CIRCLE " " " FULL CIRCLE --_-_-_-__ -_-_ PIPE SLEEVE INSTALL ANTI-DRAIN VAi.VE ON All. GEAR DRIVEN SPINICLER IIF..ADS ON SLOPE -S CONTROL VALVE ;E3 ELECTRIC CONTROLLER @ QUIG_K COUPLING VALVE (8) PVC BALLVALVE " !::,._ 1 REDUCED PRESS. BACKFLOII PREY. I""" 2" SHOWN ACTUAL SIZE OIMENS10N5 H-3¾". OIA.·2> ·--·--~ • • l.. ... I!ISTAIL HAIN PIPING, Q.C. AND VALVE'S 00T OF RIGIIT--OF-1/AY, TYPICAL I I!, r, '?.)S'{WRW VAi.. V ri"::;) Ml\ll-' LI --,i;r I 111 F~MC."1'.$ [8j WATER METER 2" ~ STATION NUMBER ' ~ CONTROLLER DESIGNATION -APPROX. GPM ~ VALVE SIZE _ - 4!J PRESSURE RECI)I..ATOR <:J FIJJOD BUBBLER ~i' 35 ,e••'e)_,-~ \/AL.VI:=':> TORO 5706P-FSQ-LG, 30 PSI, 0.26 GPM, 7' " 5 706P-FSH-LG, 30 " 0.50 . 11 " 5706P-12-Q, 30 " 0.80 " " 5706P-12-H, 30 " I. JO " " 5706P-12-F. 30 " 2. JO " OLSON EH-12, E~CLOSE IN ACCESS SLEEVE USE 2 TUBES PER SHRUB USE 4 TUBES PER TREE -.,._, 12' 12' 12' HUNTER PGP-07, 40 PSI, 3.00 GPM, 40' RAD. HUNTER PGP-10, 40 " 6. 00 " 45' " HUNTER PGP-12, 40 " 11.40 " 46' " " " PVC CLASS 200, BURY MIN. 12" DEEP, ALERTLillE PVC SCHEDULE 40 roR 1 ½" OR SMALLER1 ALERTLIIIJl PVC CLASS 315 · roR 2" OR LARGER 1 ALERTI.IRE .. IRJNTER PGH--01-V, 40 PSI, HUNTER PGH--03,, V; 40 " HUNTER PGH--05-V, 40 • 0.60 GPM, 28' RAD. 1.00 H 30' II 1.80 " 361 " PVC SCH 80 W/ 36" COVER UNDER VEHICLE PA YING PVC SCH 40 W/ 18" COVER UNDER PEDESTR. PAVING-(PRESS.PIPE)\i. PVC SCH 40 W/ 12" COVER UNDER PED. PAV'G (NON-PRESS,.PIPE) ~/ CONTROL WIRES IN SEPARATE SLEEVE /. HARDIE 700 'SERIES, SIZE AS NOTED OASIS, ,KOALA-T SERIES, llElSOII 7645, 3/4" SIZE W/RAIN SHUT-OFF DEVICll--I l Ill J.oHEIJR El!l.lXJSS .. • "S"IURC!SS 5ffl!I. ENCLOSURE I SPEARS "'TRU-UNION" SERIES, LINE SIZE WILKINS 575RP W/#500 REGIJLATOR & 150 MESH STRAINER VERIFY LOCA1ION WITH OWNER AND1 IIATER DEPARTI-IENT • INSTALLED BY OWNER\ VERIFY LOCATION WITil OWNER AND WATER DEPARTMENT q,.Al'l'OII 90G:-(Jl-AB, .2½" SIZE, OR APPR. EQUAL TORO 570FB-50-PC, 40 PSI, 0.45 GPM, FOR TIIEl!S IN LAWN t.. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS MAttJWNti 'Z. ~If FltOt-'1 Gl,f..a DEVELOPER' ''ii,IIJENNA GROUP, INC. ~103 VILLA WAY NEWPORT BEACH, CA. (~l/-~) 675-9844 I I llJ~-· ....,.._, ' I I \ \ \ u, 92663 I I' ; I 1,+,11-+-f l f ... . ····.t\~ 1· \ RGVIEw'ED . BY• L.~a¢ INSPECTOR 0 MATC1i.l-lNE SHT! 1 1' . - EXIST. BALL VAL VE BUIL T1 t..-U •OI DATE DATE t---+-+----------+--1----1--1----1["SHmlo CITY OF CARLSBAD ~2 ~~==::....:===:=PLAllll=::'::IIIG:::::::::D:;:E::::PA:::R=:T:::::M::E:::NT:==~~===: iWRi°61\i¥Jiht~ 0 w' .. .0 ., .. ' .... ... ~ .. LAND ARCHITECTURE landscape archilcclurc• land planning 1820 Th1.1r1ton _Dr. L ■94n1-a ... t1, ca. 12es1 DA 1E INITIAL ENGINEER Of W0RI< REVISION DESCRIPTION DAlE INlllAL DAlE INlllAL D1HER 'N>ff!OVAL CllY APPROVAL . ASSIST OWN BY: ROJECT NO. CHKD BY: __ _ RVWD BY: CT 85-19 C.M.W.D. JOB NO. 92-312 ~-/f..t:1/ DATE DRAWING NO. 271-L ., ll 0 . ' 0 a: < C, ~& r,~; 1 I I . MATCHLINE ABOVE RIGHT. ( -- ' v t .' [Ji!~ _Lll:C) IE D If] • - I I I \ !/ --- · 4-IO - MA.,...,_L,~ 1z11 F ft.OM ~ t'tl!a • I --. y) '·-, fl !i!si~ ~ . -- I DISTAIJ. MAIN LINE, Q.C. AND VALVES _ 001' OF RIGJIT~-WAY, TYPICAL \ - ' ~/ ,, -~f.-✓0· ~-Y ' .ef \.' ~ ½ ~-~ ---- . / ;SOUNDWALL • WATER METER LOCATION IS 4' EAST OF END OF CURVE RETlJRN ON CALLE HIDALGO WITH BACK 'FLOW PREVENTER IMMEDIATELY NORTH ON-SITE toel ; , ~ ""'~ f)-i LI .._;" •uATCHLINE [BELOW _LEFT l 1)1 Flt-OM. GM~ \ ' • ..... -l}j l~ ......._ --...... n;? ~' \)\) t,· ~-O)· 'r:,r.J '>)(j ~~ (J. ~ --t---~---J .__ ___ _ MAtNL..,t,,ta 1attf!>Qf'waN r-----w vAJ..vr;..~ ~NIN -+-=-~....J11L---' ~-'~ G!Alf.C> w--+---+' I '2.1' F~t.-, Gi..t ~ tz..07~ /8'1~~ ,. VA.LUE~ ""'...._ __ I .O.C- I '2·112· 'REGULAT.OR -J12 PRESSURE LOSS fALCS FOR VALVES 11 1 35 GPM ,.43 1 42 GPM WATER HEIER, . " SIZE 2. I PSI 3.6 PSI BACKFLOW PREVENTER, 2 '' SIZE 9. 0 " 8. 1 " . MAIN PRESSURE PIPE, 2½" SIZE 6, 2 " 6. 9 " PROPERTY LINE ---...,,,,,.,.,...z., lii3 J:O.t!T~QLLER ---,____ z. -~ -,STATIONS' OlITTROL VI\LVE 4. 1 " 4. 6 " LATERAL LINE LOSS 4.9 " 3.8 " FITTINGS LOSS 1.2 " 1.4 " APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION .OF PLANTING AREAS 2• WAtEA METER•---•~-z..,, ... PRESSURE IS 150 PSl,t, ·e· ' I NOT A PART ELEVATION LOSS (GAIN) 32.2 " (14.6) " REQ'D AT SPRINKLER HEAD 30.0. " 40.0 " ·MISC. LOSS 5.0. " 5.0 " REQ'D TO OPERATE SYSTEM 95.3 _PSI 58.8 PSI . PRESSURE AT P0INT OF OlNNECTION IS ABOVE 150 PSI. SET REGULATO~ AT BACKFLOW PREVENTER TO OBTAIN PROPER PRESSURE FOR AREA NORTII OF CALLE HIDALGO. SET REGULATOR (ADDITIONAL REGULATOR REQUIRED) TO OBTAIN PROPER PRESSURE SOUTII OF CALLE HIDALGO •. MAXIMUM DEMAND IS 42 GPM. DEVELOPER: JENNA GROUF, INC • . 3103 VILLA WAY NEWPROT BEACH, CA. 92663 (~49) 675-9844 DATE ,3·5·o\ INSPECTOR DATE [SHmll CITY OF CARlSBAD II SHEETS I t---+--+-------------+-,--+--+--+----t L2._!J. PLAllllIIIG :lEPARTMENT . 2 2 t----+---+-------------+---+---;---1----1 Of LAND ARCHITECTURE land.scape archilcc!ure•land planning 1820 Thurston Dr. Lauuna Beach. ca. 92151 l-,=-,-:,-+=:-cc-+....._------------+--:~-+=,,.-+'""""::-+==-1 OWN BY: OAlE INITIAL DA'IE HllAL DA'IE INITIAL CHKD 8 : __ ENGINEER Of' WORK REVISION DESCRIPTION DlHER 'APPROVAL QTY APPROVAL RVWD BY: 1IRRIGATION PLAN, 'HO'A MAINTAINED EADOWLANDS PROJECT NO. DRAWING NO. CT 85-1~ 271- C.M.W.D. JOB NO. 92-312 • l } '31'f • .-~ __ ,.,.,-"' '.--' 3/'{ ,I --ttf ;< • ' ,,,__":!ii'' --' ~ SEE SIIEET'4 FOR COIINECTION TO SPRINILERS f ~~ --~~-----.. ·•-, .. SHt f ·-:--...... -..., ....... ____ "-....."'·, .. ·:Ii! ... "".> ~ ""' ;MATCHLINE /'' . -INSTALL HAIN PIPE, Q. C. AND VALVES, OlTI' OF RIGIIT--OF-WAY, TYPICAL "\ -~--- ··-'"--~--H-••-.O •. ~ ....•. \ i;;;: ) PVC SCHEDULE 80 NIPPLE THREADED BOTH ENDS NOTES'. t ,------PIPE CAP SLIP FITTING OR MALE THREAD WITH THREADED SLEEVE FINISHED GRADE 6" DIA, x 12" LONG PVC CLASS 160 PIPE SLEEVE !'EA GRAVEL TO THE DEPTH OF ROOTBALL ---LATERAL LINE • ~ S6IBv'S BUO CAP P/N 6l02 TUBINO STAKE P/N 6185 EMrrrER ACCESS BOX W/UD P/N 6303 fl" IIOllND fif 9" DEEP PIIIU'LE LID 1T EH-12 EMITTER P/N 1704 (BElOW CROUtlO INST.IL<"'") TIJIIING SHALL BE l!IJTHRD 6" BELOW GRADE FR(],( E1utl ER HEAD TO Pl.ANT FINISH GRADE ~•--'4t:~1i.e: -----DISTRIBUTION ruee: P/N 1302 locf COIL P/N 1303 5()()' COIL EMITTER P/N 1704 LOCKING TIE P/N 6301 ' L INSTALL BUBBLER 6" FROM THE EDGE OF THE ROOTBALL OF THE TREE. LATERAL LINE PVC FITTING AS REQUIRED BUBBLER FRNCE ~..._ " .. ;.i 1/ ' 0 ~· ··--:;;_-. ~--"'4=~-~ ·- -.. 0 "' .. ' .. .. .. '"",.,,. -..,, SLEEVR FOR CONTROL WIRES LAND ARCHlTECTURE landscap~ archit~cture • 1-}nd p fanning 1620 Tfnnaton Dr • L ■aun~ ·ee ■cf\,: c ■::_~~~~-~. (p BELOW GRADE .. 1/'.t" NPT MALE RISER "'!:l:::Jc./-;~o - COVER ALL PLANTING AREAS (EXCEPT LAWN) WITII 3" BARK }flIT.CH. TOP OF MULCH SHALL BE 1" BELOW TOP OF WALK AND/OR PAVING, SllRMIT SAMPLE TO CITY nsPECTOR FOR APPROVAL PRIOR TO DELIVERY. JI.OPES OVER 3: I ARE EXEMPTED. 0 / ---=·:.:o.==------~:=--=--=---- DEVELOPER: ,JENNA GROUP, INC'. 3103 VILLA WAY NEWPORT BEACH, C,\. (714) 675-9844 n663 ~-SIDEWALK ...--METER BOX WIMETER CURB--.., 10' MINIMUM TO POTABLE: MAINLINE IN S1i RECLAIMED WATcR,/RRIGATION MAINLINE WISLEEVE--' NOTE: VERnCLE CLEAFIANCE OF 12· MINIMUM IS MANDATORY WHEN CFIOSSING PATH OF A POTABLE WATER UNI=. INSTA LLAnON OF RECI.AJMED WATER lf/RIGATICN MAINI.INE 24" FROM FACE OF SIDEWALK WTLL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAIM.INE IN THE,_~El:T. POTABLE.SER.VJCE l:!fNE CROSSING. STREET SURFACE ---, POTABLE MAINLINE 3.5 FEET (SEE IMPROVEMENT DRAWINGS) 7 ~ .. • -r L,, 12" MINIMl!M REQUIRED VERT/CLE SEPARATIONt RECLAIMED WATER IA RIGA Tl ON MAINLINE~►--~---SLEEVE NOTi:: ALL RECLAIM/:DWATER IRRIGATION PIPE ANO SLE!:VES SHALL BE PURPLE AND LABELED A_$ SPEClf:IED IN: '"STANDAROSPEC!FICATION$ FOR P.'llVATE IRRIGATION SYSTEMS" "CARLSBAD RECLAMATION .'JULES ANO REGULATIONS FCR CONSTRUCTION CF RECLAIMED WATER MAINS" JUN(; 1991 POTABLE MAINLINE CROSSING APPROVED !'OR PLANTI~G AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING ..._AREAS ING DEPARTMENT APP BUIL T0 SI IIICIIAIL I. Iffll:ooJ I IR, P RI · I I RlllT MAIR RCE __ _ EXP, ___ _ DATE REVIEVED BY• INSPECTOR DATE fSHml CITY OF CARLSBAD ~ 1----1----1-----------------1-----,1----+---+-----I L_!_!J PLANNING DEPARTMENT L.'.:.!_J ::===-===::::::=::::==========-=====: DA 1E INITIAL DA 1E INITIAL ENGINEER or WORK REVISION DESCRIPTION OlHER "APPROVAL DA 1E INITIAL CITY APPROVAL ·. tRRIGATION PLAN. "tfOA-·t.rAiif'fAlNto' MEAl).()WLANDS DWN BY: ·'cl· PROJECT NO. DRAWING NO . 2~ ~~;--CT 8~-19 1271-. C.M.W.D. JOB NO. 92-3U WATER CONSERVATION CONCEPT STATEMENT Project Site: adowlands Proje_ct Location: 'W,l\er Al..f_OlHl\ Number; Mel rose Prive Gerl shad, ...ca....~------------------------ L1ndscape Archlteet/lrrlgation Designer ' !"eluded In this project submittal paekage are (Check (V) to 1ndic.ite completion): [I] 1. Maximum Applied Water Allowance: ~ 2, Estimated Applied Water Use: D 21. Estimated Amount of Water Expected from Effecti11e Precipitation: · C!J ·3. E1tlmated.Tot31 Water Use: 2,822, 548 GallDns/year 2 127 403 Gallons/year ,9allons/year 2,127,403 Gallons/year NOTE: •It the de,lgn assumes that a part of the Estima~ed Total Water Use will be provided by precipitation, the Effective Preclpltatlon Disclosure StatCment in Vlll•S·S.OC sh311 be comi:;leted and submitted, The Estimated Amount of Water Expeeted from Effectlvt: Precipitation shall not exceeC 25 percent of the local annual mean precipit:ition (average ralnfall). [!] 4. L1ndse21pe: Design Plan [Kl S. lrrlgat!on Design Plan [ZJ 6. lrr!_gatlon Schedule ·o 7. ·Matntenane·e Schedule to be provided by landscape maintenance contractor [:J ·a. · ~~ndse21pe Irrigation Audit Schedule □ ~• Grading Design Ptan by ci vi 1 engineer □··10. Soil Ana!ysh11 to be p~ov-i ded by _.landscape con~r~cto~ after completion " , ,... ' of grading operat1on.s, see .spen hcnt1ons Cescrfptlon of PrcJeet: Briefly de!icribe the planning and des gn actions that arl! intl!nded to achil!ve conservation and efficiency In water use. 1. Irrigation system is designed and separr1ted onto !i:•hydro-zones. 2. All plant material (except lawn) is drought resistant. 3. Lawn :i,s deep-robted fescue grass for water conservation . .4. Fl8.t shrub are3.c; are .i rr·"ig0tC'd by drip systems. Prepared b>': Oat e: Peter G. Weisbrod, ASLA January 16, 1995 CALCULATIONS MAWA 43 x 0.8 x 132,340 x O.G2 EWA -LAWN EWA -GROUNDCOVER EWA -DRIP 43 X 43 X 43 X 0.8 X 28 900 0.675 0.3 X 40 000 0.675 0.3 X 26,940 0. 700 X 0.62 X 0.62 X o.r,2 EWA -GROUNDCOVER 43 X 0.3 X 36,500 X 0.62 TOTAL EWA MONTHLY EWA-LAWN JAN 2.2 x 21,236.1 = 46,720 FEB 2.7 57,338 MAR 3.4 72,203 APR 3.7 78,574 MAY 4.9 104,057 JUN 4.6 97,686 MONTHLY EWA -GROUNDCOVER JAN 2.2 x 11,022.2 = 24,249 FEB 2.7 29,760 MAR 3.4 37,475 APR 3.7 40,782 MAY 4,,9 54,009 JUN 4.6 50,702 MONTHLY EWA -DRIP JAN 2.2 x 7,158.3 FEB 2. 7 MAR 3.4 APR 3,7 MAY 4.9 JUN 4.6 15,748 19,328 24,318 26,486 35,076 32,929 MONTHLf EWA -GROUNDCOVER JAN 2.2 x 10,057.8 = 22,127 FEB 2.7 27,156 MAR 3.4 34,196 APR 3.7 37,214 MAY 4.9 49,283 JUN 4.6 46,266 0.675 JUL 4.6 x 21236.1 AUG 5.1 SEP 4. 1 OCT 3.3 ~OV 2.4 DEC 2.0 JUL 4.6 x 11,022.1 AUG 5.1 SEP 4.1 OCT 3.3 NOV 2.4 DEC 2.0 JUL 4.6 x 7,158.3 AUG 5.1 SRP 4. I OCT 3.3 NOV 2.4 DEC 2.0 JUL 4.6 x 10,057.8 AUG 5.1 SEP 4. I OCT 3.3 NOV 2.4 DEC 2.0 WEEKLY IRRIGATION SCHEDULE -6 DAY CYCLE VALVES 19,20,26-28 VALVES 6,7,9-16,18 21-25, 29, 31-33 JAN 8 MINUTES 2 MHUTES FEB 10 " 2 " MAR 12 " 3 " APR 13 " 3 " MAY 18 " 4 " JUN 17 " 4 " JUL 17 " 4 " AUG 18 " 4 " SEP 15 II 3 " OCT 12 " 3 " NOV 9 " 2 " DEC 7 " 2 " 2,822, S4R GAL/YR 911, 154 GA !./YR 473,956 GAL/YR 307,809 GAL/YR 432,484 GAL/YR 2,127,403 GAL/YR 97,686 108,304 87,068 70,079 50,967 42,472 50,702 56,213 45,191 36,373 26,453 22,044 32,929 36,508 29,349 23,624 17,180 11,,317 46,266 51,295 41 ,2:l7 33,190 24,139 20,115 VALVES 1-5,8,17,30 5 MINCTES 7 " 8 " 9 " 12 " 12 " 12 " 11 " 10 " 8 " 6 " 5 " . LANDSCAPE IRRIGATION AUDIT SCHEDULE VALVES 34-1,5 3 MINUTES 3 " 4 " 5 " 5 " 5 " 5 " 5 " 4 " 4 ,, 3 " 3 " 1. At a minimum, audits shall be in accordance with the State of California Landscape Management Program as described in the most current vers"on of the Landscape Irrigation Auditor Handbook, the entire document, which is hereby incorporated by reference. 2. The schedule shall provide for landscape irrigation audits to be conducted by a certified landscape irrigation auditor at the owner's cost at least once every five (5) years. / ?,,;7 ,.,_., /' -MATCHLINE SEE ABOVE RIGHT. ~ . -~~-b-------"-.:- ,._ 0 "' ,._ ' .... a, ... 0 \,IIIIOSC . 9,,'1, <:, :..--~ /"-'< (,. W! ,,~ '-.,~ L1r. N, ' 7 DAfE- :..!-1(:,• LAND ARCHITECTURE landscape architecture• land planning 1820 Thurston Dr, Laguna Beach,.· Ca. 92851 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS DEVELOPER: JENNA GROUP,' INC. 3103 VILLA WAY NEWPROT BEACH, CA. 92663 ( 714) 675-9844 • RICO L..--•. -.. -.. --... --,_ ,,.._ ___ .,....._.,~ MATCHLINE EE BELOW LEFT .::::::,... ING DEPARTMENT APP HAS BUIL TH ::----,.,,,. .. ,~: I I ID BY:----=:-==----~ PRIN'l'IWIB RCE __ _ REVIEIJED BY• INSPECTOR EXP,____ DATE DATE t---+--t--------------r----r---r---r-----.~ CITY PI.\itc ~~~~~~AD ~ :===~===================::='....'::==~ IRRIGATION PLAN 'tt6A MAINTAINED MEADOWLANDS DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlllER 'APPROVAL CITY APPROVAL OWN BY: :F,lr,I PROJECT NO. DRAWING NO. CHKO BY:__ C'T 85•19 271-·'"' RVWO BY: go., C.M.'11.D. JOB NO. 92-312 -SUBDIVISION BOUNOARV"~ PLANTING NOTES 1. Clear all . planting areas from weeds, debris, rocks l" diameter and larger, and all chemicals. Any evidence of chemicals (paint thinner, paint, etc.) shall be removed from site. 2. A,fter grading operat.ions have been completed, the contractor shall obtain agronomi-st' s soils report to de-r~rmine type and quantity of soil amendments, For bidding purposes only: Mix into top 6'' of soil by rototilli'i or approved equ~l: l & BACl'FIJJ. . 4 cu yds nitrolized shavings per 1000 sq ft 200 lbs GRO-POWER '' 100 lbs AGRICULTURAL GYPSUM '' 50 lbs IRON SULFATE " 3. Dig planter holes for all shrubs and trees per details. Back- fill mix shall consist of the following: 4 . 70% site soil 30% NITROHUMUS or GRO-POWER planter 1 gal plant 5 gal plant 15 gal plant boxed plant " . approved equal tablets, 7 grams each, slow rele_ase 2 tab-lets 6 tablets 12 tablets 6 tablets per 6'' of box size. Stake an~ secure all trees per details for proper support. 5. Fine grade lawn area to 1" below and ground cover area to 1½" below top of adjacent paving, curb or header. 6. During the required 90 day maintenance period the contracto.r shall apply 25 lbs GRO-POWER per 1000 sq ft of planting 'area o'n the 45th and 89th day of said maintenance period. 7. All planting operations shall be performed in accordance to all local governmental standards, ~MELROI~ DR HAXIMIJII REIGHT OF WAIL SHAIL BE HAXIMIJH IIEIGIIT OF PIIASTER SHALL BF. 6' ---8". 6' . . FINISH GRADE AT IIOTT(J! OF WALL SHALL - IJNOOLATE MAXIMUM 12" \ ~~ SOUNDWALL:' & PIL.ASTER SEE Dl!TAIL S1lEllT 16 : . ' '1 SPLIT-FACE WAIL (BEIGE) TO MATCH EXIST. WAIL AT IIELROSE DR. SPA.IT-FACF. CAP (BROWN) TO HA'IUI EXIST. AT Ml!LROSE DR. PILASTER SHATJ. BF. 16" ~Al!E, HATEl!IAL AS ABOVE. OFF-SET TO OCCIJI ONLY AT MELROSE DR. SIDE. SOUND WALL JUTE MESH SHALL B~ REQUTRRD ON ALL PLANTED SLOPES WHEN PL,\NT!NG OCCURS BETWEEN AUGUST 15 AND APRIL lJ. · COVER CROP SHAkL ~E ADDED WHEN PLANTING OCCURS BETWF.Eij!APRIL 16 AND AUGUST 14. ALL PLANTING AREAS illlilG MKIJ!OSR DR. , RANCHO SANTA FEE RD. & ALGA RD. WIIL BE MAINTAINED BY PRIVATE H= OWNER'S · ASSOCIATION. ~ED STREET TREES SHAIL BE MIN. 3' INSIDE PROPERTY LINE OlTl'SIDE OF PUBLIC RIGIIT--OF-WAY cxm:R AU. PLAIITING AREAS (EXCEPT LAWN) Wffl! 3''. BARK MIii.at. TOP OF MIH.GII SHAIL BE l" BELOW TOP OF WALi: AND/OR CIJRll. SUBMIT SAMPLE TO CITf INSPECTOR FOR APPROVAL PRIOR TO DELIVERY. SLOPES OVER 3: l ARE EXfflPTED. ALL SLOPES SHALL R~C~lVE: 50%.GAZANIA MITSUWA FLATS@ 12" 0. C. MITSUWA GAZANIA' 50% DRLOSPRRMA ALBA FLATS @·:12" 0. C, WHITE TRAILING ICE PLANT •• PLANT LEGEND · -IDl M.Ull'l'.tnrllll AllAS 1111.& , 0 ~~-... ibi\B ~ ff!· (DAl,,CIJ! . JACARANDA ACUTIFOLIA · 15 GAL 40 JACARANDA PINUS CANARIENSIS 15 GAL J4 CANARY ISLAND PINE PINUS TORREYAN,I. · 15 GAL 45 TORREY PINE PLANT ALL STREET TREES MIN. 3" INSIDE PROPERTY LINE. • • • I _· cts$m TRICdSPINT.l 5 GAL 74 ': "'bitl'la 4Tf TRAIN TO WALL © CEANOTHUS ''CONCHA" CALIFORNIA LILAC 5 GAL J.%! ® C.ISTUS-PURPUREUS 5 GAL 416 PURPLE ROCKROSE © ECHIUM FASTUOSUM 5 GAL 1't PRIDE OF MADEIRA • FICUS PUMILA 1 CAL IOo CREEPING FIG TRAIN TO WALL 0 JUNIPERUS "PFITZERIANA COMPACTA" 1 GAL 1?0 COMPACT PFITZER1: © LANTANA MONTEVIDENSIS (PURPLE) 1 GAL 825 @ TRAILING LANTANA LEPTOSPERMUM "RUBY GLOW" 5 GAL 19 AUSTRALIAN TEA TREE ® PITTOSPORUM "WHEELER!'' 5 (,AL "175 WHEELER'S PITTOSPORUM .~ JltOIUBONJJOM FLATS @ 12" O. C. DEA ICE l'LANT -i-,,,--..-,.-...-i-£YDRO-SEEDED LAWN: ~· .. . .. . ;-•::~• ::_ ', "WATERSAVER" FESCUE ~. • ~ 100% WOOD CELLULOSE FIBER ·.~• .M-CON'l7ROL BINDER °'.', •• GRO-POWER +-'r--"-----lGRO-POWER, SLOW RELEASE • HYDRO-SEEDED GAZANIA: rF0R 91.ZANIA YELLOW & ORANGE 100% WOOD CELLULOSE FIBER H-C0NTR0L BINDER ftO-POWl!R ·c1tO-POWllR, SLOW RELEASE ROBIIIIA AMBIGUA "IDA!IOENSIS" LOCUST 460 LBS PER AC 1800 II II 130 If II 600 II II 6QQ II II LOT 121 ONLY) 20 LBS PER AC 2000 LBS PER AC 140 LBS PER kC 300 LBS PER AC 350 LBS PER AC 5· -24" BOX I /' I _j 0 f I ru_ ~ \, \ I / 11_ Ll.tiNl,ING DEPARTMENT APP ' 1----fMAT_CHJ.tN'E, SHTl15 --. . ~ l't,lNl" TREES MIN. 3' CIJTSIDE ROW LINE, TYP. APPROVED FOR.PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS t SIGHT DISTANCE LINE, TYP. ,----J>,!015: / / • I HER~BY, DECLARE THAT I A~ THE LICE:'ISED DESIGNER OF WORK FOR THiS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN 01' _THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROPESSIONS CODE. AND THAT THE DESIGN IS CONSIS'ffiNT WITH CURRENT STANDAHDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECWICATIONS BY THE CITY 01' CARLSBAD IS CONPINED Tb REVIEW ONLY-AND, DOE$ NOT RELIEVE ME. AS THE LICENSED DESIGNER OF WORK, 01' MY RESPONSil3ILITJES FOR PROJECT DESIGN. , THESE PIANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATE!'{CONSER- VATION PLAN, FIRE PROT8CTION PLAN. A:'ID ALL CONDITIONS OF APPROW, EI.Al!_D T9 WfJJf-Af'ING. · BY: 6~ QA,l,d/,/J1 · DATE t-1 !o-'!5 Preparer 0 ... 0 ., .. ' .. .. .. LAND ARCHITECTURE landscap1: architecture• land planning 1820 Tli:wuton o, • Laguna ae1Cll1 C~--·_9~,.~_1" . . ,-(e D~VELOPER: JENNA GROUP, INC. 3103 VILLA WAY NEWPROT BEACH, CA. (714) 675-9844 IIICIIAIL I. 92663 RCE __ _ EXP ...... ___ DATE REVIEIJED BY• HINT IWII INSPECTOR DATE t----t--+--------1----1---1-----1---1 ~ CITY OF CARLSBAD ~ ~ PLANIIINC DEPARTMENT L__!!j ;=='...::::::====~: P~L=:A~N~T~t~N:;:G=.P::::L::::;A~fl~,=~ HOA MAiNTAINED - E . lllE,ADOWLANOII . 2.u.2 .---1----t------------1---1--~-4-.....I I APPROVED §'7 /. 7-ff t=;,;;+;;,;;tzi~===========================t==:=t===jt====t===j ~m:t~=;ll'l'Aff~::::_::::Jll'.\~~~~3:e;::::DIRl!CTOlt:=~~;;;:::::::==~D~AT:!:E'.==::: 1 DAlE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWIN'G NO. EHGINEER or WORI< REVlSION DESCRIPTION D11£R "APPROVAL CITY APPROVAL ~~ :~;---CT ~~-.1'9. , 211-~ C.M.~.D. JOB NO. 92-312 / MATCHLfNE ABOVE RIGHT (. . ., I MELROSE DRl \ / ;60UNDWALL & SEE SIIEl!T 16 FOR DETAIL, -'l'Ut. COVER ALL PLANTING AREAS (EXCEPT LAWN) WITH 3" BARK Ml'LCH. TOP OF MULCH SHALL BE 1" BELOW TOP OF WALK AND/OR PAVING. SVB:-!IT SAMPLES TO CITY INSPIICTOR FOR APPROVAL PRIOR TO DELIVERY. SLOPES OVER J: 1 ARE EXEMPTED. 0 . 1..0 I / / I / / APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS I\OSCA c,. WE ic. No. 4-l!o- OF C/11.~ / 660' SIGIIT DISTANCE Ll:ilE DEVELOPER: JENNA GROUP, INC. 3103 VILLA WAY NEWPORT BEA.Cl!, C,\. 92663 (714) 675-981,4 IIICIIAILI. ..____,., EL&IIT TREFS MIii. 3' OllfSDJB ROW LINE,. TYP. ING DEPARTMENT APP I I p NAIii ) · M.ATCHl.fN!: 'BELOW LEF • HAS BUIL TH RC[ __ _ EXP, __ _ DATE REVIEl.'ED BY• INSPECTOR DATE fSHEEJl CITY OF. CARLSBAD ~2 l---+---1--------------t---t---t---t--; L..!.!J PLANNING DEPARTMENT L_!!j ~=~================-====: Pt.ANTING P'LAN HO~ MAINT AlN"ED PE2 .. 8 t MEADOWLANDS ----------~ ........ --, 1----t--+------------i---r----,---r-----. -----'--~.i::..--------'-1-7-if :; LAND ARCHITECTURE ASSISTOO' PLAIIIIING DIRECTOlt DATE ;e landscape architccturc•land planning DAlE INITIAL DAlE INITIAL DAlE INITIAL DWN BY: PROJECT NO. DRAWING NO. :... 1620ThurotonDr. REVISIONDESCRIPTION 2~~~;--CT,85-~9. 271-IL' ..... : ..... _L_••-"_"·-·-·•-e-h,_._·_c_._. _•2_e_s_1_"":'!!','J""_-:;:}_E:N_Gl~-N~E_E::R;O;F;WO;RJK~;;;;;;;;;;;;;;;;;;;;;;;;;;;:;D1HER;;;~.:r;RO;'l.Al.~-J.-• .:'.CI_TY!! • .:."";.P:R;O_V:Al.;!;;;;;;;;;;;;;;~;~;;;;;;;;;;;;;;;;;;; .. C.M.W.D. JOB ~O. 92-312 ' - ·~~"'~·-~~· ·.1~ ': .,..-· . 0 /. . ___ , -~ . -----· ~~l',!ID~ ,.,.r-"""" • . . ~ ~_'.). --~ ~~- --------~- '~ "'I> JUTE MESH SHALL BE REQUIRED ON ALL PLANTED SLOPES WHEN PLANTING OCCURS BETWEEN AUGUST ' 15 AND APRIL 15. COVER CROP SHALL BE ADDED WHEN PLANTING OCCURS BETWEEN APRIL 16 AND AUGUST 14. m SHEET 9 POR STRID!T TREE . IIATCHLINE-.__..,/ & PILASTE ) -~-,,._ -~ ~-........... ____ _ P1,ANT TRF.llS MIii. 3' -INSIDI! ROW I.IKE, '1"l'P. FENCi! -z.o• --. --------------------------------------------, I. P'P:NCI! APPROVED FOIi PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS DEVELOPER: .JEl'jNA GROUP, INC. (3103, VILLA '·1./AY ·. , ~WPORT BEACH, CA. 92663 (714) 675-9844 C;) • : • ! -' ·-t l/1.11 1-;i~, 'fli?'~l:.T":5" @ <,II o. C., 11/,z:1 6G.. ?O-'='i @ t 1 0 ,C.., MAX Ji;l '.I Ill 'E:,~O M 1R.A.(l .. f I N-1 '.> 1-l C.(12 ti. t:l I!: !~ . ~A7~~~ ;~-~~C:1>.~~Jor~. ' f?-u,sroL..e..i "1 l-tGtl-rf ~C!IGtlL . · ~~:~i~~~~=~~~:t~r~~-------_ . . - ''. w,~:T-:-FE:~tc.7: l/i ,, . ~. r1--0 11 t,•ao• (MAXJ Hl6H TRAGT EXTERIOR v-lALL GROUT TOP 0 0-- SPLIT FACE " MED. WT. BROWN ORCO -LEDGLOCK SPLIT FACE . LT. WT. TAN --rn jb ~ • "" . 6~ b ~ ' .. . ,, ,6. I I . I I I I I I ND "-'WIT 0!6 6 D!MEN$IOII ('.,pe(;,lflED 6Y !!I.II U,iNI!, OFFICIAL 'X' BAA 'X' BAA 'I'' !!Wt "'""_,..,,. • 4 00..el.& !';. -T • 42'" I 4/11' 0.C . -:,.,., •41:>0 • 4 V!'RT. ~::2· Q,C ... llO MPA EXPO~ C 4•-,·L • 4 '/?RT I 4b' O.C. 2'-d' DESIGN CRITEl<IA I ALLOl'IA5~E $OIL 6EARINS "FI.ESSl.li<E • 1,000 1"51" :2. ALI.Oi"ABLI; lAT:l<AL. PA551V!: ~':f.,.!Rf • 150 PCP 3. CONG. I 6Rcur 57R!'NSTH a 2/;JOO PSI e 26 OAY5 4, REINF. :,]?:Cl. • 40 GRADE 5. SEISMIC ?,ONE , 4 "''''&Loc.t<. '0,'<C·O /;o:0 kE:>S~OGK BLC!;:K, .....-, 6ROUI GeLLS ,,,.;./ R.EINF. ONLY I" j ITT . .6 '' . ,b· • r • <> STD. DUR-0-vsALc l@ 3 PLACES , 16"XB"X16" OPEN CENTER __ ..,- FILASTER FWfI~ LlillER PIIASfffi SHALL BE 16" SQUARE SOUNDWALL unn...,ING DEPARTMENT APP ----==11---:,..)Mlll: / / IICIIAIL J. RCE __ _ EXP,----DATE REVIE'JED BY• INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1---+--+---------------1---+---ll----+---t :=~=ze=:::::=:::::::PI.\Jlll=::::I~NG:::;=:::D~E~PA:::R;:::T::;M~EN=T~:::_;:;,;:;~==2~ ,PLANTING Pl.AM.::. R'OA MAJNTATR'E'D , MEAOOW~ANDS APPROVED :; · LAND· ARCHITECTURE AmlSTAlft' 1-7-ljf DA1E -~ .·landscape archilcctur~•I,,nd planning DAlE IHITIAL DAlE INITIAL DAlE INITIAL DWN BY: PROJECT NO. DRAWING NO. ie~OThurotonD•l, NEEROf R REVISION DESCRIPTION ~··--··· CITYAPPROVAL ~~=~:---I ·er a1-,,·, 27.t,,.liL 4o' -i....:::..,i._L_•v~•-·~•-B_•_•_•~h,~C-•-·6•-2_e_.5_1 ___ =:--...i rEN::m=~~wo:::KL __ ...::.:::::::....::::::.:~.::.:.... ___ .i:o:,,,..,:=~..rrn=:u:•·-::..L~'..::::.:::.JL=;;;;;;;;;;;;~·;;:;;;;;:;;;;::!.:;;;::;;;::::;:::::::::::::::::::~::::::::;:~~ lo C.'!.W.D. JOB NO. 92-312 .. C ...,<:; •-;;, c.6c,• ~~ c., ? ~~_:, -✓;~ ...,.,. -~ 1V ~-t,r-....._--TREE SUPPORT APPROX. 6". BELOW PRIMARY BRANCHES. USE GALVANIZED THREADED NAILS I~•'. IF TRUNK IS 4° 6" OR LESS, ONLY· ONE SUPPORT IS . REQUIRED APPROX. 6" BELOW PRIMARY BRANCHES APPROVED TRUNK PROTECT 3' BASIN TO BE REMOVED PRIOR TO ENO OF MAINTENANCE PLANT TABLET----' . TO BE INSTALLED PER THE SPECIFICATIONS 2411 FINISH GRADE BACKFILL PER APPROVED AGRONOMIC SOILS fiEPORT ROOT BALL COMPACTED NON-ORGANIC BACKFILL PER APPROVED \\_AGRONOMIC SOILS REPORT NATIVE SOIL • 6" AUGER HOLE AND BACKFILL -~ PER A PPROVEO AGRONOMIC NOTES: SOILS fiEPORT I. BACKFILL MATERIAL SHALL NOT HAVE Ai!iRTICLE SIZES GREATER THAN 1/2''. 2. PLANT PIT SHALL BE EXCAVATED TO 1'12 TIMES THE DEPTH AND 2 Tl MES THE DIA MENTER. OF THE ORIGINAL CONTAIN"ER. 3. DOUBLE STAKE ALL TREES I!! GALLON SIZE AND LARGER UNLESS DIRECTED OTHERWISE BY<:ITY ARBORIST _OR ENGINEER. TREE PLAN Tl NG-DOUBLE STAKE APPROVED EROSION CONTROL::. __ FABRIC MAXIMUM SLOPE-"" CUT I: I BACKFILL MIX PER APPPOVED AGRONOMIC SOILS REPORT ROUGHEN SURFACE NOTES: PLANTING TABLETS PER SPECIFICATIONS --ROOT BALL ~-COMPACTED NON-ORGANIC BACKFILL MIX PER APPROVED AGRONOMIC SOILS REPORT ---NATIVE, UNDISTURBED SOIL .,!'-----AUGER HOLE AND BACKFILL PER 6" APPROVED AGRONOMIC SOIL-S REPORT L BACKFILL MATERIAL SHALL NOT HAVE PARTICLES GREATER THAN 1/2". 2. PLANT PIT TO BE EXCAVATED TO I 1/2 Tl MES THE ORIGINAL . CONTAINER DEPTH AND 2 TIMES T-HE DIAMETER OF ORIGINAL CONTAINER. 3. REFER TO STANDARD PLANS 912 ANO 914 FOR STAKING REQUIRMENTS. I" MIN. r··· 6" IN. NOTES: · SLOPE PLANTING " -rf ,A? (1 ,? --,-, ,,.., r, ._J V'-'-f+,::~C.,---ROOTBALL ')r..:::.,:... c::; ~ BASIN TO BE REMOVED PRIOR . C'( ,_ v,_,, "' ,,. -"" TO END OF MAINTENANCE ~:'Cf" L C 3_, -.J ""<-v~ FINISHED GRADE "9' PLANTIN~ TABLETS SET 3" BELOW GRADE BACKFILL PER APPROVED AGRONOMIC SOILS REPORT COMPACTED NON-ORGANIC BACKFILL PER APPROVED AGRONOMIC SOILS REPORT '-----· UNDISTURBED SOIL I. BACKFILL MATERIAL SHALL NOT HAVE PARTICLES GREATER THAN 1/2'.' 2. HOLE TO BE EXCAVATED TO I~ TIMES THE DEPTH AND 2 TIMES THE DIAMETER OF THE ORIGINAL CONTAINER. .. SHRUB PLANTING I ~------LOCATE PLANTS ~D EQUAL (TRIANGULAR SPACING)PER SPACING INDICATED ON PLAN . GROUND COVER SPACING SIGHT DISTANCE LIIIE, TYP. PLAIIT '.!'RF.ES MIii • 3 ' OUTSIDE ROW LIIIF., TYP~ GA ~AII ---· -__ ..1 __ · __ ~<& ... ,. IA HYDRO-SEED FOR LOT 121---------~ FLAT AREAS. ~ _,;.....:...~lb 17 --·•• - i MATCHLINE S£E ABOVE FflQH"Ji ... 0 ., ... ' ,I I ,Qr LAND ARCHITECTURE landscape architcc(ure·land planning ,._ -1620 Thurston Dr,· .. .. Laguna Beach, ca. 926:51 DATE INITIAi. ENGINEER OF WORI< ·--· ------------------~~-------------------------- .,-f +(\ .&i!-;+o. ~ -f+)' ,~~;;....·, ,f -'-. . ,t,~ ·"··-"o I \ '·- MATCHLINE EE BELOW LEFT APPROVED FOR PLANTING AND ING DEPARTMENT~ 0 AS BUIL TH IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS (SIG /' .// IIItllAIL J. BOLZIIIIUR, P G R RCE EXP. DATE DEVELOPER: ~~'"-!__! JENNA GROUP, INC. . 3103 VILLA WAY REVIEl,'ED BY• . NEWPORT BEACH, CA. 92663 (714) 675-9844 __,,., \PJUffT IWIII -...... INSPECTOR DATE CTI] CITY OF CARLSBAD LTIJ 7 PLANIIIIIG DEPARTMENT . PLANTING PLAN' 'H6A MAINTAINED l'.PE2 ~as. 2-~f MEADOWLANDS lAPPROVED ~ J. Z-ff I ~ ~ISTANT -ING DIRF.CTOR. . DATE /1\ OWN BY: PROJECT NO. DRAWING NO. ' DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION Ol!IER APPROVAi. CITY APPROVAi. RVWD BY: CT 85-1'9 :211-s1L ~.'1.W.D. JOB NO. 92-312 ' I ' , l I I t t ' , , . , ~ -- 9 6 © 15 111 I 14 7 1-==--1- =11111 1111~ 1111 Ill 1 • REDUCED PRESSURE BACKFLOW PREVENTER. 2 • STRAINER. 3 • PRESSURE REGULATOR. 4 • BRASS UNION. 5 • BRASS ELBOW (TYP.) 6 • CONCRETE PAD. 4" THICK. 7 • BRA.<;S MALE ADAPTER (TYP.) 8 • BRASS RISER (LENGTH AS REQUIRED.) REDUCED PRESSURE 9 • "BRASS NIPPLE (3" MIN.) 10 ·IIRASS MAINLINE. (TYP.) 11 • 6" MINIMUM CLEARANCE ALL AROUND. 12 • PER LOCAL CODE. (18" MIN.) 13 • SEE SPECIFICATIONS. 14 • COMPACTED SUBGRADE. 15 • 10 MIL. PIPE WRAP. (TYP.) ---- J6. INSTAU.. PER OIWIJ STD. DWG W-20 . BACKFLOW PREVENTER SECTION NO SCALE' 3 • 1 UVR-PVC, T.B.E. PPLE. • THEFT RESISTANT LOCK SCREW. 5 • BROWNLINE RISER STABILIZER. 8· 112" x 24" SQUARE STEEL STAKE. 7 • BROWNLINE, UVR T.O.E. FITTING. 8 · BROWNLINE, UVR LATERAL LINE. • FINISH GRADE. SHRUB HEAD ON UVR-PVC N/A 0 1-E STABILIZER ASSEMBLY (SEE DETAIL E.) 2-UVR-PVC PIPE. 3-UVR-PVC 45 DEGREE ELL. 4-STD. PVC 45 DEGREE ELL 5-STD. PVC PIPING TO BELOW GRADE EQUIP. e-FINISH GRADE. 'VVR~PVC TO STD. f-.1 / A. PV T N ~-~-----.;;.;.;;..,;;;..;;..;.;~ Environmental· Consultants flRIGATION DESl(lN& CONSULTING SERVICES. (6191741·,1632 . 550 E.101hAve .. Ste.5, Escondido.Califomla 92025· G 1 • PVC BALL VALVE. 2 • PVC, SCH. 80 UNION. II • BRICK OR CONC. SUPPORTS ALL AROUND. II • PVC MALE SCH. 80 AOAPTER, (TYP.) 7 • PVC, SCH 80 NIPPLE. 8 • FINISH GRADE. 9 • COMPACTED SUBGRAOE. 10 • 2" IN G.C., FLUSH IN LAWN. 11 • SEE SPECS. 3 • VALVE BOX (SEE SPECS.).PURl'Lll\ 0JVER 4 • PVC MAINLINE (TYP.) 12 • 1 CU. FT. PEA GRAVEL. (MIN,) PVC, BALL VALVE SECTION NO SCALE 1• AUTO CONTROLL~R MOUNTED PER MFG'I RECOMMENDATION. 2· ENCLOSURE. (SEE LEGEND. & SPECS.) ·3. 314" ELEC. CONDUIT TO A.C. POWER. 4· JUNCTION BOX WI RECEPTICAL & SWITCH, I· CONTROL WIRE CONDUIT (SIZE AS AEOUIRED.) 8• CONCRETE SLAB: MIN. 4" THICK, FORMED TO DRAIN AWAY FROM ENCLOSURE. 7· 90 CONDUIT SWEEP (DIA. & RAD. AS REO.) 8· 314", eo· SWEEP. (RAO. AS REQUIRED. 9-CONTROL WIRES (SEE S'PECIFICATIONS) 1 O· FINISH GRADE, 11 • 18" MINIMUM. ENCLOSURE MOUNT CONTROLLER SECTION NO SCALE 2"MAX. I" pt11N. PO.,·UP eoov-------, FlUSH WITH FINISHED GRAOE SIDEWALK, CURS, ETC. ' • I 2"1N~ 12" MIN. GR<X-"ID CO\IER AREAS PVC SCH. 90 NIPPLE, MIN. 4" LONG. PVC SCH 40 ELBOW .. !PING II '1TTIHG ,ROM .LATERAL LINE TO SPRINKLER HEAD INLET TO BE SAME SIZE AS THE SPRINKLER INLET OPENING. ALL THREADED PITT! NGS SHALL BE INSTALLED USING A ~ON-HAFI0ENIN0 SEALANT COM PATA BL! WITH PVC. POP-UP SPRINKLER LOCUNG PlllPLI! LID REQUIRED 1 • QUICK COUPLING VALVE. 2 • SWIVEL HOSE ELL. 3 • QUICK COUPLING KEY. © 4. FLUSH IN LAWN. 3" IN GROUND COVER. 5. 6"TO 1211 FROM FIXED IMPROVMENTS. 6. P.V.C., SCH. 40 TxT ELBOW. 7. 12" SO. X 12" DEEP CONCRETE FOOTING ON UNDISTURBED SUBGRADE. 8. 12" RED BRASS NIPPLE. 9. P.V.C., PRESSURE MAIN. 10 • FINISH GRADE. 11 • P.V.C., SCH. 80 TxT COUP. 12 • P.V.C., SCH. 80, CLOSE NIPPLE. QUICK COUPLER ASSY. SECTION NO SCALE ' • < ...... ..---~IDEWALK r---METER BOX WIMETER CURB---,. -l'--'-,--H 24" __ ....,. 10' MINIMUM TO POTABLE MAINLINE IN ST. RECLAIMED WATER.JRRIGATION MAINLINE W/SLEEVE -- NOTE: VERTICLE CLEAl?ANCE QF 12" MIN/MW IS MANDATOfN WHt:N CROSSING PATH OF A,POTABLE WATER UNE. INSTALLATION OF flECLAJMED WATER lf?RH3AT'ON MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE IIIIAIM.INE IN THE STREET. . '•' .POTABLE.SER.VJCE t:fNE CROSSING IRRIGATION NOTES: , 1. THE IRRIGATION SYSTEM IS DIAGRAMMATIC AND SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. IF CHANGES ARE REQUIRED IN THE FIELD THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION OF IRRIGATION EQUIPMENT. CHANGES MADE IN THE FIELD MUST HAVE WRITTEN APPROVAL FROM THE OWNER. 2, SLEEVE ALL CONTROL WIRING. 3. COORDINATE LAYING OF PIPE, SLEEVES AND WIRING WITH ALL INVOLVED TRADES TO INSURE THAT THE CONTRACTOR HAS ADEQUATE MEANS OF CONNECTIONS TO FULFILL DESIGN INTENT. 4. A~L PIPE INSTALLED UNDER PAVING SHALL BE SLEEVED. SEE IRRIGTION LEGENI> FOR SLRF.YE DEP'rll POP-UP HEADS SHALL BE USED liTlllIN 10 FEET OF ANY PEDFSTRIAN USE, ., ' - - 1 • REMOTE CONTROL VALVE. 2 • VALVE BOX. PIJRPLl! 3 • PVC, SCH. 80 UNION. 4 • PVC, SCH. 80 NIPPLE. (TVP.) 5 • PVC, SCH. 40 MALE ADAPTER. 6 • PVC LATERAL LINE. 7 • PVC MAINLINE. 8 • PVC, SCH 40 TEE. 9 • PVC, SCH 40 ELL. 10 • WATERPROOF CONNECTORS. 11 • CONTROL WIRES COILED & TAPED. 12 • BRICK OR CONC. SUPPORTS ALL AROUND. 13 • COMPACTED SUB• GRADE. 14 • FINISH GRADE. 15 • 2" IN G.C, 1" IN LAWN. 16 • 2" MINIMUM. 17 • SEE SPECIFICATIONS. 18 • 1 CU. FT. PEA GRAVEL. NOTE: SET REGULATOR AS REQUIRED TO DELIVER PROPER PRESSURE TO HEADS. REFER TO LEGEND FOR PRESSURE INFORMATION. BROWNLINE PIPE STABILIZER. 2-THEFT RESISTANT LOCK SCREW. ,. 3. UVR-PVC LATERAL OR MAINLINE. 4• 1/2" X 18" SQUARE STEEL STAKE. l'INISH GRADE. 1111 QAASS, REMOTE CONTROL VALVE WITH REGULAT R SECTION NO SCALE PIPE STABILIZER ASSY . STREET SURFACE ---, -,-..,. .. POTABLE MAINLINE 3.5 FEET (SEE IMPROVEMENT DRAWINr;;SJ7 , .. . "; ' . '-""--'TFI/~ f 12" MINIMUM REQUIRED 'J'ER7'/0LJ; SEPARATIONI_ ~.~ ~ (d----SLEEVE RECLAIMED WATER IRRIGATION MAINLINE'§ ,. ALL Rl:CLAIM~DWAT'ER IRRIGATION PIPE AND SLl:EVl:S SHALL BE PURPL-E AND LABEL:£[? A$ $PEC1Flf:D IN: •• "STANDARD $Pf:CIFICA110N$ FOR P!'IIVATEmRIGATION SYSTf:MS" i!J!_- "CARLSBAD RECLAMATION !'IULIES AND Rf:GULA~S ~:(1:1'~\:::, CCNSTF/UCTION CF RECLAIMED WATER MAINS" I ·;:) POTABLE MAINLINE CROSSING • 5. FIELD ADJUST ALL SPRINKLER HEADS TO ELIMINATE OVER- SPRAY ONTO WALKS AND DRIVES. 6.0 REMOTE CONTROL VALVES ARE TO BE INSTALLED IN PLANTED AREAS WHEREVER POSSIBLE. 7. THREE-QUARTER INCH QUICK COUPLING VALVES SHALL BE · SPACED ALONG THE MAINLINE IN PLANTED AREAS@ 100 FT. O.C. MAX. 8. VERIFY LOCATIONS OF POINTS OF CONNECTION WITHTHti' OWNER. . 9. CONTRACTOR SHALL INSTALL ANTI-DRAIN VALVES'ASFIE,' QUIRED ''PER FIELD CONDITIONS" 1D PREVENT LOW HEAD° DRAINAGE. • APPROVED FOR PLANTING AND IRRIGATION ONLY; INCLUDING . PRECISE LOCATION OF PLANTING AREAS · ... 0 "' ... • ... <> .. : . . • lle>LA, ,' ;..: -.. -44· t.'t-' '(' '"" l, ·' ~-<'l ~ ' ~ "l•t -·1., • ,,_,,. ........ ' . OATI 11,. OF LAND ARCHrfECTURE l_andscape architcdurc• land planning 1620 Thurston Dr. Laguna Beech, Ca, 928151 !' AS BUILT II .DEVELOPER: R.C.E. EXP~-__ __ DATE FOR l«JRE DETAILS SEE SHEET 12 I JENNA GROUP, INC• .. 3103 VILLA WAY NEWPORT BEACH, CA. 92663 (714) 675-9844 . REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 8 PLANNING DEPARTMENT 2 IRRIGATION DETAILS . MEADOWLANDS/ --. '"•-·-.. ----· -.. . I ' ' PE2 ... tr.2•· . ' ' ' APPROVED7"~/.// .. 1-7-fi:. 'i ASSISTANT PLANNING DIRECTOR J!!TE .., , ! OWN.BY, PROJECT NO. DRAWING NO. • ' DATE INITIAL DATE INIT DATE INITIAL CHKD.8Y, I I 'CT 85-19 2Tl-5l --·--·~-! REVISION DESCRIPTION FIELD 8K, -~-.. ENGINEER OF WORK ···~ O'n-lERAPPROVAL CITY APPROVAL C.M.W.D. JOB NO. 92-312. -I .. f ·' IRRIGATION SPECIFICATIONS PART 1 -CENERAL 1.01 S<X>PE .Q!. WORI A. Pro•ide all labor, •teriala, transportation. and aer•icea neceasary to furnish and install irriaation ayateu aa shown on the drawina• and described herein. 1.02 QUALm ASSURAJJCE ~ RglRPJ4ElffS A. Perm.ta and Fees ------------- The Contractor shall obtain and pay for any and all perm.ta and all inspections aa required. B. Manufacturer'• Directions Manufacturer'• directions and detailed drawina• ahall be followed in all cases where the •nu- facturer• of articles uaed in this contract furnish directions co•erina point• not shown in the drawina• and specifications. C. Ordinances.!!!! Regulationa All local, aunicipal and state 1-•• and rules and reaulationa ao•ernina or relatina to any portion of this work are hereby incorporated into and 118de a part of these apecificationa and their proYiaiona ahall be carried out by the Contractor. Anythina contained in these apecificationa ahall not be con- atrued to conflict with any of the aboft rules and reaulationa or requireaent• of the car. Rowe•er, when these apecificationa and dravina• call for or deacribe •teriala, workanahip, or construction of a better quality, hiaher standard, or laraer size than ia required by the abo•e rulea and reaula- tiona, the pro•iaiona of these apecification• and drawina• shall take precedence. D. !Jtplanation !!_ Drawing■ 1. Due to the ac:ale of the dravina•, it ia not po .. ible to indicate all offaeta, fittina■, alee•••• etc., which •Y be required. The Contractor ahall carefully in•eatiaate the atructural and finished conditions affectin1 all of his work and plan hi• work accordinalr, furniahina such fittinaa, etc.•• •1 be required to reet auch conditions. Draviqa are 1enerally diaara--tic and indicati•e of the work to be installed. The work ahall be installed in auch a •nner aa to aYoid conflict• between irription ayatera, plantina, and architectural features. 2. The word Architect as uaed herein ahall refer to the Owner'• authorized representati•e. 3. All work called for on the dravina• by notes or details shall be furniahed and installed whether or not apecifically •ntioned in the specifications. 4. The Contractor shall not willfully install the irriaation ayateii •• shown on the drawina• when it ia ob•ioua in the field that obstructions, arade differences, ·or discrepancies in area dt.naiona exist that l■iaht not ha•e been considered in the irriaation deaian. Such obstructions or differences should be brouaht to the attention of the Owner'• authorized repreaentati•e. In the e•ent this notification ia not perf61. rd, the irriaation contractor shall aaauae full responsibility for any re•iaiona necessary. L.03 Su&ililALS A. Material List 1. The Contractor ahell furniah the articlea, equt, nt, Mteriala, or procene■ specified by new in the drawings and apecificationa, lfo nbatitatioa will be allowed without prior 4 written appra•al by the Architect. 2. Coaplete Mterial liat •hall be nbm.tted prior to perform.na any work. Material liat ahall include the •nufacturer, rodel naber, and description of all •teriala and eq~~J nt to be ued: Copies of cataloa inforation ahell not be nbatituted for the •teriala liat, and will be rejected u u-cceptable. • B, c. 3. P.quiprent or •terials installed or furniahed without prior appro•al of the Architect •Y be rejected and the Contractor required tor••~" such •teriala froa the site at hi~ own expenae. 4. Appro••l of any itN, alternate, or substitute indicates only that the product apparently aeta the requir-nta of the dravina• and specifications on the baaia of the inforration or ■-plea aubsitted. 5. Manufacturer'• warranties shall not reline the Contractor of hi• liability under the auarantee. Such warranties shall only auppl-nt the auarantee. CONTRACTOR SHALL SUBMIT "AS-lllllLT" PLANS lecord Drawing• TO LANDSCAPE ARCHITECT roR TRANSFER OF INFORMATION ONTO CITY MYLARS. 1. The Contractor ahall pro•ide and keep up to date a coaplete "record" set of blue line ozalid print• which shall be corrected daily and show e•ery chanae froa the oriainal drawing■ and specifications and the exact locations, sizes, and kinda of equiprent. These drawing• ahall alao aer•e aa work proaress aheeta and shall be the basis for aeasureaent and payaent for work c011pleted. Thia set of drawings shall be kept on the site and shall be used only as a record set. 2. The Contractor ahall sake neat and leaible annotaione thereon daily aa the work proceeda, ahovina the work aa actually iutalled. Theae drawing• shall be a•ailable at all tires for- inspection and shall be kept in a location designated by the Architect. 3. Before the date of the final inspection, the Contractor shall tranafer all inforaation froa the record prints to a sepia aylar or aylar procured·fr011 the Architect. All work shall be neat, drawn in waterproof ink by a technical ink pen deaianed specifically for UN on aylar •terial, Work c011pleted in felt tip pen or ball point pen will be rejected because of the non-perranent nature of both de•icea. All work shall be suject to approYal by the Architect. 4. The Contractor ahall direnaion fr011 two perranent point• of reference the location of the following itera: a. Connection to exiatin& water lines b. Connections to exiatina electrical polftlr c. fall •al.ea d. loutina of pressure •in line pipe e. Sprinkler control Yal•e• f. Routina of control and ce Dn wire I• Quick couplin1 •al.ea h. Backflov pre•enter :t. Other related equip_,,nt •• directed by the Architect 5. On or before the date of the final inapection, the Contractor ahall deli•er the corrected and coapleted aylara to the Architect. Deli.err of the rylara will not relie•e the Contractor of the reaponaibility of furnishina required inforation that •Y be 011itted fr011 the print• he coapiled at the aite. Controller Chart• 1. Record draviqa shall be appro•ed by the Architect before controller charts are prepared, 2. ProYide one controller chart for each controller aupplied • .,-.--..._, 4' • ... / ,. ' // '' , . /J. 074~ C? ~~f,~; ' ,, I ' \ I . \ '.ft<.-'1§, .• I ' , , ,, ---- 3, The chart ahall allow the area controlled by each autoratic controller and ahall be aized aa deaianated by each autoratic controller or .. des11-tec1 by the Owner'• authorized repreaentatift. 4. The chart ia to be reduced dravina of the actual record dravtna•. RoweYer, in the •e,ue..,nt the controller sequence ia not leaible when the drawin1 ia reduced, it ahall be readable when the controller chart ia c011pleted. 5. The chart ahall be a blackline or blueline ozalid print and a different color shall be used to indicate the area of co•eraae for each control Yal•• station. 6. When coapleted and appro•ed, the chart ahall be sealed by a plastic laainatin1 process. The plastic laainatina sheets shall be a l■ini1111a of 10-td.l. thickness each, D. Operation .!!!! Maintenance r 1. Prepare and deli•er to the Architect within ten calendar claya prior to coapletion of conatruct- tion, two hard co•er binders with three rina• each containin1 the follovtna inforaation: a. Index aheeta atatina Contractor'• addreu and telephone aurber, liat of equip.unt with ns-1 and addreeNa of local •nufact- urer'• repres,ntati•e•. b. Cataloa and pert• eheeta on e•ery Mterial and equiprent inatalled under thi• contract, c. Guarantee atat•~•nt. (Section 1.05) d. Coaplete operatina and •inte-nce instructions on all Mjor pieces of equtp,ant. 2. In addition to the aboYe Mntioned •intenance sanual, pro•ide the Owner'• rl■intenance personnel with inatructioaa for •jor equip ent and ahov eYidence iJII vritiq to the Architect at the concluaioa of the project that thia ser- Yice baa been rendered. !. P.guipaent •!!!. l!!. Purniahed 1. Supply aa pert of thia contract the follovtna toola: a. Two aeta of special tools required for re- ••ing, diaaaaablin1, and adjusting each type of sprinkler and yalYe installed under this contract. b. Two keya for eech autoratic controller. or enclosure 2. Six quick coupler keys and •tching hose ■vi•ela for each type of quick coupling •al•e installed. The aboYe rentionecl equiJ ant ahall be turned o•er to the Owner at the conclusion of the pro- ject. Before final iupection can occur, eYid- ence that the Owner ha■ receiYed •terial suet be shown to the Architect. 1.04 PRCIDOC1 DELIVERY, StoltAG!1 ~ JWIDLDC A. Handling £ ?!£ Pipe J!! Fittings ... 0 "' .. ' .. .. ., The Contractor is cautioned to eurciN care in handlina. loadina, unloadin1, and atorin1 of PVC pipe and fittiqa. All PVC pipe ahall be tranaported in a .ehicle which allowa the lnath of pipe to lie flat ao aa not to subject it to undue bendina or concentrated external load at any point. Any section of pipe that haa been dented or de--pd will be discarded, and if inatalled, ahall be replaced with new pipin1, LAND ARCHITECTURE landscape archikcture• land planning 1620 Th·UUton Dr. La.gun a. Be ■ch.-ca. ~2~~~ 1 • 05 GUAJWff!! A. The auarantee for the aprinkler irriaation •Y•t• shall be •de in accordance with the attached fore • The aeneral conditions and auppl ■utary condition• of these a,-cificationa ahall be filed with the Owner or hi• repreaentati•• prior to acceptance of the irriaation ayat•. B. A copy of the auarantee fore shall be included in the operation• and •intenance sanual (Section 1.03, D). C, The parantee fore •hall be re-typed onto the Contractor'• letterhead and contain the follovtna inforaation: GUAJWrl'E! POR SPltmn IUICATIOI S1Sl&i We hereby auarantee that the aprinkler ayat• w ha•• furnished and inatalled ia free froa clafecta in •teriala and wor• -nahip, and the work baa bean c011pleted in accordance with the drawinp an!f apecifi- cationa. We aaree to repair or replace any defect• in •terial or workmanship which •Y develop durina the period of one year fr011 the date of acceptance and also to repair or replace any daage resulting froa the re- pairing or replacing of such defects at no additional coat to the Owner. We shall •ke auch repair• or re- placement• within a reasonable tiae after receipt of written notice from the Owner. In the event of our failure to 11ake such repairs or replace111ents within a reasonable time after receipt of written notice frOII the Owner, ve authorize the Owner to proceed to have said repairs or replacement• Mde at our expense and ve will pay the costs and charae• therefore upon de•nd. (The above 1tateaent is to be followed by the project name, location. signature, address, and telephone number o! Irrigation Contractor, in addition to the date of acceptance). ___ PA ___ RT_ l_ ;.. PRODUCI'S 2.01 MATERIALS A. General Use only new aaterials of brands and types noted on the. drawings, specified herein, or approved equals. FOR 2.01 C9 D, E, F, G, & H SEE Ri'lll OF IRRIGATION SPECIFICATIONS 1h BROWNLINE ULTRAVIOLJ:'T -~ ACCESSORIES RESISTANT PIPE-FITTINGS ~ 1. GENERAL DESCRIPTION AND PURPOSE: e fundamental and specific•coinpbunding o copolymer co ounds, the resin portion to be at le 80% vinyl chlo "de resin with the balance of e compounded ingred nts consisting of those proper es. ultraviolet stabiliz s, non-PVC resin· modifi s, pigments. and other ult violet stabilized pr erty control and coloring cha cteristics essenti to the processing of products manu ctured thereof, and specifically those properties that contribute o the development of stabilized ultra "olet r istance to the damaging ultraviolet wave ngt of solar radiation; the testing of material d products produced and/or manufactured of tha mpound as set forth in ASTM Designation D-1784 inc ding Cell Classification, specimen preparat n and me ods of testing, the actual production of oducts that quals or exceeds ASTM Standard Spec· ication D-1785 r Schedule 40 and 80 pipe. ASTM Designation D-2466 or socket-type PVC Schedule pipe fittings; the U -PVC n formulation compoun d for pipe extrusion and mol ed fittings to be liste y the National Sanitation Foun tion (NSF): the prod ct pipe and fittings to be manufa ured, tested an otherwise conforming to the nufacturing ocedures and requirements set forth by NS but not including or construing NSF validation of the UVR properties, corroborating ultraviolet acce rated exposure tests of submitted specimens to be cond ted R.C. E. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS " AS DEVELOPER: JENNA GROUP, INC. . 3103 VILLA WAY NEwPORT BEACH, CA. 92663 ,(714) 675-9844 BUILT" EXR __ _ DATE REVIEWED BY: by an approve9 independent test laboratory, those te s L....1N_s_PE_c_m_R ________ o_A_T_E____.. conforming to and performed within the scone of basi . Calif. Coordinate: 342-1695 f™ETl CITY OF CARLSBAD ~--+----l-----------+--+---+--t----t~ PLANNING O [PA .. TM [ NT Irrigation Specifications Meadowlands· 1---+---+-----------+----1-+---+---t ~Cl~' S:~2~-~8~8;;':=2:::::9~77i;::=====::=~~;;:::==; 1----+--+---------+--+--+--+---t 1 _._"_",._o_vE_o...._-U' ~?,~~jl====---/--7--ff ASSE'ANT PI.ANN NG DTRRCTOR ""Tf: DATE INmAL ENGINHfl OF W~ DATE lt.llT: DATE INITIAL REVISION DESCRIPTION 1ccOlH=-ER:='A:--:c,.,,.=-='o,::-cA:-:-L·+-c'"",n:::---:-,AP="',.,.:,:0""••""L-t OWN.SY,, ___ , P"OJ[CT NO. I DRAWING NO. CHKDIY: ____ , CT 85-19 27/-5L FIELD IK, . C.M.\I.D. JOB NO. 92 312 ": ,, .. . . . •· . ,~~ 1 I • Control Wiring 1. Connections between the autoaatic controller■ and the electric control ••l•e• ■hall be •de with direct burial copper wire AWG-U.F. 600 •olt. Pilot wire■ ■harin1 the M, ■utoaatic cor.troller ■hall be the •• • tolor. C,;w:on wire ■hall be white in color with• ■tripe to •tch the pilot wire■ with which it is circuit- ed on the NM controller. Pro,ide different eel••• fer ••eh eontreller in■talled en the •• 1 pFejec,, Install wire in accordance with valYe •nufecturer'■ specification• and wire chart. In no cau ■hall wire size be less than #14. 2. Wirina ■hall oeeapy the as , t•eneh an• ■llall ,, ia■t■ll•• •l1n1 lhe ee I s~C• •• pree■ure ■upplJ er 11,eFal line■ utier■•■r pa ■■ibl• 3 •. Where 11Ctre than one wire 11 e,~N&-r-,JN the vi,rina ■hall be taped toaether at intervals ef ten-feet. 4. An eKpan■ion curl shall be provided at each wire connection. !Kpan■ion curl ■hall be of sufficient length at each splice connection at eech electric control valve ■o that in case of repair, the valve bonnet •Y be broqht to the ■urface without di■connection of the control wire■• Control WI~ ,;rt~ ~ ~ID N.-ON6' 71-te;; FIFIN& CCLII"$~ At-10 ,M~D Tb~ !°IF~ A"T' l~Vfl\.-5 OF 10 wee I, ·w11HO~T ~c; of'-~Tct+IN& OF CONNea:: 10~. 5. All aplice■ ■hall be as:"• with lainbird ST-03UL Snap-Tit• wire connector with Pl'/S5 ... ier or approved equal. UM one wire connector per wire ■plice. 6. Field splices betwen the autoatic controller and electric control valvaa wil not be peraitt- ed without prior approval of the Architect. J. Autaaatic Controller 1. Aatoatic controller ahall be of ■ize and type abown on the drawinl•• 2. Final location of aatoatic controller ahall be approvad by the Owner'• authorized repreaentat- ive prior to iutallation. 3. 0n1 ... othervi• noted on the plane, the 120- volt electrical poser to the autoaatic coatrol- ler location shall be furnished by others. The final hook-up of the aatoaatic controller to the 120-volt power aoarce ahall be the re■pou- 1b111ty of the irri1■tion contractor. K. Elactric Control Valve■ 1. Electric control Yalff■ ■hall be of the ■ize and type shown on the drawin1•• 2. Unleu otherviN noted on plan or coutruction details, all electric control valve■ shall have a •nual flow adja■taent. 3. Provide and install one control ••lva boz for each electric control valYe. L. Control Valve Bona 1. UN lO"xl0-1/4" roand box for all 1ate valve■, Carson Indu■trie■ 910-121 with · PIJl!PLR bolt down cover or approved equal. hten■ion ■leeve shall be PYC-6-inch IJinfp,-■ize, 2. UN 9-l/2"xl6"xll" rectanaalar box for all electric control valves, Carson lndu■triea 1419 12B with 1reen bolt down cover or appovad equal. M • Sprinkler Read■ 1. All epriakler baad■ ahall be of the size, type, and deliver the srs1 rate of pracipitation with the di ■s■ter (or radiu) of spray, preenre, and diachar1e in C.P.M. u ehown on the dr•- in1• and/or ■pecified in the• epecial provis- ion•. 2. All epray type ■priaklera ■hall haft• ■crew adjaataent. 3. liNr aippln for all ■prialtler heada ehall be the•• 1 ■ize u the ri•r opeain1 in the ■priakler body. PAIT 3 -EDCUTIClf - 3.01 IIISPELilUII A. Site Conditioaa 1. ill ■caled diseuione are approxi•ta. The Con- tractor ahall check and verify all aite d1Mna- iou and receive Architect'• approval prior to procNdin1 with work under tbia NCtion. 2. herciN eatr-cara ia excavatin1 and workina ••r exiatia1 utilitiu. Contractor ahall be rf"llpon■ible for de-ae• to atilitie■ which are caa11d by hia operetione or nealect. 01eck exietina atilitiea drawina• or call atilitiea ~oape,.iea for exiatin1 atilitJ location■• 3. CoordiMte iutallatioa of eprialtlar irriptioa •teriala, iacladina pipe• there ehall • ao iaterf•~enc:• with atilitin or other coaatruc:t- ioa or difficulty 1a plaati .. tr•••• ■bnba, ud 1roadc0Nra. 4. The coatnctor •11 carefally chc'c all aredee to Ntiafy b1-alf that be •Y •f•lJ proceed before atartin1 work oa the epriakler irript- ioa eyet•. 3.02 wmnar A. PbJ■ical Lato,t 1. Prior to iutallation, the Contractor ahall . •take out all preuure ■apply lines, roatina, aad location of epriakler b ■ad■• 2. All laJOQt ehall be approvad by Architect prior to iaatallatioa. I. Water S.nlJ 1. Spriakle, irriptioa ■rat• ehall lie conn ■cted to wtei aapply poiata of conne1:tioa u abo n Oil drawiap. 2. Crnsctioaa aball be •d• at approxiata locat- ioae u ehown on tJie drawiaa•• Contractor 1• re- ~poneible for •1no~ chant•• caa■ad by act•l ■ite condition■• C. Electrical Sappl, 1. Electrical cocnectiou for aatosetic controller ahall be •de to electrical point• of connect- 1°'! u ■hown on the drawi•I•• 2. Cosnactiou •ball be •de at approaiate locat- 1-■ u ehown oa the drawinaa, Contractor ia reaponaible for sinor chan•• caused by act•l eite conclitioae. 3.03 lnstallatlon A. Trenching and Bec:kfill Under Paving 1. Trenches located under areae where pavin1, u- phaltic concrete or concrete will be installed, ■hall be backfilled with Nnd (a layer eix- inchee below the pipe and 3-inchee above the pipe), and coapacted in layer■ to 95% coapac- tion, using •nual or sechanical taapin1 devicee. Trenchee for .piping ehall be coapacted to equal the coapection of the existing adja- cent undistrubed soil and ehall be left in a fin unyielding conditon. The aprinkJer irriga- tion Contractor ehall Ht in place, cap, and preeeure teet all piping under paving prior to the pavin1 work. 2. Generally, pipina·under e:datina valke ia done by jacking, boring, or hydraulic drivin1, bat vbere any cattin1 or breakin1 of ■idevalke and/ or concrete ie nece ... ry it shall be done and replaced by the Contractor aa pert of the con- tract coat. Pend.eeion to cut or break eide- valke and/or concrete ahall be obtained froa the Architect. No hydraulic drivin1 will be per zitted under new concrete pavin1, II RC.E. e . Aaaeabli .. 1. Routin1 of eprinkler irrigation linee u in dicat~ on the drawing■ 1• diaara tic. In staLi lines (and various aeeeabliee) in ■uch a •Mer•• to confroa with the details per plane. 2. Install no sultiple .-... bliu on plutic lines. ProYide each aeaeably vith ita OVD outlet. 3. Install all aeaeabliea epecified herein in accordance with respective detail. In a~ eence of detail drawin1• or epecificationa pertaining to ■pecific iteaa required to coaplete work, perfon ■uch work in accord- ance with the beat standard practice with prior approval of the Architect. 4. PVC pipe and fittin1• ehall be thoroughly cleaned of dirt, duet, and soisture before inatallation. Installation and solvent-veld •thods ahall be ae recc nded by the pipe and fittin1 •nufacturer. 5. On PVC to •tal connection■, the Contractor ehall work the •tal cMt?ections first. Tef lon tape, or approved equal, ehall be ueed on all threaded PVC to PVC, and on all threaded PVC to •tal jointe. Light wrench preuure ie all that 1• required. Where threaded PVC connectione are required, UH thr•ded PVC adapter■ into which the pipe •Y be welded. (; • Line Clearance 1. All lines ehall baYe • llin1ww clearance of 6- inches froa each other and froa linee of other trades. Parallel line■ ehall not be inetalled directly over one another. O. Autozatic Controller 1. Install per •nufactarer'• inatructiona. lesote control val••• ahall be coMected to controller in nuaerical sequence•• ehOVD on the dravin&•• 6. High Voltage Wiring~ Autozatic Controller 1. 120-volt power connection to the autozatic controller ■hall be provided by the irriga- tion Contractor. 2. All electrical work shall confon to local codes, ordinances, and union authoritiee havin1 jurisdiction. f. I rle Control Yalfta 1. Install where ehown on the dravin1• and per de- tail. When 1rouped together, allow at leut 12- inches between valft boaee. Inetall each resote control nlve in a eeperate nlft box. G • nuabing of Syet• 1. After all new ap~tnkl•r pipe line• and rieere are in place and connected, all ne- ceeaary diver■ion work bae been COIIJ>leted, and prior to ina~llation of sprinkler heeda, the control nl ve■ ehall be O""pe .. ne--'d and a full head of water uei to flush oat the •Y•t•. H. Sprinkler Beada 1. Inetall the aprinkler heads•• deaianated on the drawings. Sprinkler head• to be installed in thi• work shall be equivalent in all respect■ to those tt-i•..ed in the irri-gation equipaent leaend. 2. Spacing of eprinkler head• ehall not exceed the -xt-.. indicated OD the dravtnae. In no cue shall the epacing exceed the •x iaua recc enjed by the sanufacturer. 3.04 TEMPORARY REPAIRS 1. The Owner reHr•e• the right to salte tesporary repair■ u necHNry to keep the eprinkler ■ystea equipaent in operatin1 condition. The exercise of this riaht by the Owner shall not relieve the Contractor of his responei- bilitiee under the tersa of the 1aarantee •• herein epecified. 3.05 UISTING TREES 1. Where it i• necee■ary to eacavate adjacent to exiating tree■, the Contractor ehall aH all pouible care to avoid injury to trees and tree roots. hcavation in areas where 2-inch and larger root• occur shall be done by hand. All roots 2-inches and larger in diaaeter, ex- cept directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped v'l.th burlap to prevent scarring or exceeeive drying. Where a ditch- ing •chine i■ run close to trees having roots ... 11er than 2-inchee in diaaeter, the wall of the trench adja- cent to the tree •hall be hand tri_ ed, salting clean cut■ through. Roots 1/2 inch and larger in diaaeter •hall be painted vith two coats of tree ■eel, or equal • Trenche■ adjacent to trees should be clo■ecl within 24- hour■: and where this is not poaaible, the aide of the trench adjacent to the tree ehall be kept shaded with burlap or canvu. 3.06 FIELD QUALM OMIIOL A. Ad1ustaent .!!{ .!!!!, Syet• 1. The Contractor ehall flueh and adjut all aprinkler heade for opt1WIP perforsance and to prevent oYerepray onto valke, roadway■, and building■ u such as possible. 2. If it 1• detend.necl that adjuetaente in the irrigation eqaip __ nt will proride proper and sore adequate coverage, the Contractor •1 aleo inclnd• cban1e• in nozzle aizee and de1reea of arc•• required. 3. Iwerin1 raieed aprinkler heads by the Contract aball be ■cC011Pliahed within ten daye after notification by Owner or Architect. 4. All ·■prinltler he4de.ehall be Ht perpendicular to fiDiabed 1rade unleu otherviae designated on the plan or u required for proper coveraae (■lopee, etc.) B. Testing.!!{ Irrigation Syst• 1. The Contractor shall request the pre■ence of the Architect 1n writing at least 48-hours in adYIIIICe of any teating. 2. Teet all preaaure linee under hydro■tatic prea- DEVELOPER: JENNA GROUP, INC. 3103 VILLA WAY ' NEWPROT BEACH, CA. 92663 (714) 675-9844 sure of 1.50 pei and prove waterti&ht. • APPROVED FOR PLANT ING AND IRRIGATION mLY ,. INCLUDING PRECISE LOCATION OF PLANTING AREAS Note: Teet1n1 of pres■ure •in line pipin1 ;:; LAND ARCHITECTURE ,. . . ■hall occur prior to installation of ,. landscape architccture·land planning 1 i 1 1 · :., 1620 Thui-eton or .. : . S ectr C contro •• ves or quick coupl-°' Logun• Booeh, Co-92851 ing valves. ..,:., ____________ , 2. Sprinkler heada ehall be installed only after fluahing of the eyet• had Ileen accoa r--r-'"'T----------,---,--,--,--r:c=a=lif=. =c=oo:--=r=di=na=t=e=: =34=2= .... =1=69=5======;-;:::=====:i pliahed to the c011plete eati•faction of the :----+---+------------1--.-+--1------4~ c TY OF CAR LS BAD fiiiffiil Architect. ~ , 1 •. Pt.ANNING OEPA,.TMENT ~ l.rrigation Specifications Meadowlands AS BUILT II ' PE2.88.29 ' EXP DATE 1---+--+-----------1--1--+---+----1 APP .. ovEo,~.;uY " REVIEWED BY, ' A,SSJSTANT PLANllING DIRECTOR·· ] - ' INSPECTOR DATE . OATI! INITIAL ' ENGINEER 01" WORK " OWN.eY•---1 DATE 'NIT D.TE INITIAL CHl<O.IY: ___ 1 REVISION DESCRIPTION i--;;;.;.;.;;._..L;.;.;.;.;.·+---'-----1 FIELD II<, OTHERAPPRWAt CITY All',,_OVAL P"OJE CT NC. CT.85--19 C.1·1.V,D, .JOH NU. 92-312 I DRAWING NO. ~7/-5L 3. All piping under paved areas ahall be teated under h:,droatatic pressure of 12s psi and proved watertight, prior to paving. 4. Sustain pressure in tested line• for not less than FOUR-hours. If leaks develop, replace joints and repeat teat until ·entire a:,atn ia proven watertight. 5. All hydrostatic teats shall be •de only in the presence of the Architect. No pipe shall be backfilled until it has been observed, tested, and approved in writing. 6. Contractor shall furnish force p1111p and all other teat equipaent necessary. 7. When the sprinkler irrigation system ia c011pleted, perfor■ a coverage teat in the pre. aence of.the Architect, to detenaine if the water coverage for planting areas is c011plete and adequate. Furnish all materials and perfor■ all .work required to correct an:, inadequacies of coverage due to the deviation from plans, or where the a:,atea has been willfully inatalled aa indicated on the drawing when it ia obviously inadequate, withour bringing this to the attention of the Architect. Thia teat shall be accoapliahed before an:, groundcover is planted. 8. Upon coapletion of •ch phase of work, the entire a:,at• ahall be teated and adjusted to wt aite require. s.nta. 3.07 MAINTENANCE A. The entire sprinkler irrigation a:,■tea ahall be under full automatic operation for a period of seven da:,a prior to any plantina and for 60 days after inspection to begin •intenance period. B. The Architect reserve• the right to waive or short- en the operation period, 3.08 CLEAN-UP Clean-up shall be •de as each portion of work progresses. Refuse and excess dirt shall be reaoved from the site, all walks, and pavin1 shall be br0011ed or washed down, and any damage sustained on the work of others shall be repaired to original conditions. · 3.09 FINAL OBSERVATION PRIOR ~ _ACX!EP'=_I_AN_CE= A. The Contractor shall operate each system in its entirety for the Architect at the time of final in- spection. Any iteu deeaed not acceptable by ·the qualified observer shall be reworked to the co■plete aat'isfaction of the Architect. B. The Contractor shall ahov evidence to the Architect that the Owner has received all accessories, charts, record drawings and equipment as required before final obser•ation can occur. 3.10 OBSERVATION SCHEDULE A. Contractor ahall be responsible for notifying the Architect in advance for the following observations according to the time indicated: 1. Pre-job conference -7 days 2. Pressure suppl:, line inatallation and testing - 48 hours 3. Auto11atic controller installation -48 hours 4. Control wire installation -48 hours 5. Lateral line and sprinkler installation - 48 hours 6, Coverage test -48 houra NO'l'TFY CITY LANDSCAPE TNSPllCTOR FOR ABOVE 1 , 2, 5, & 6. • 7. Observation to beain •intenance period - 7 days 8. Final Obaervation -7 clay■ B. When observation• have been conducted by other than the Architect, show evidence of when and by whoa theae observations were •de. C. No obeerv~tion will ell ■nee wt.ta.out record drawings. In the event the coetractor calla for u observation without record drawinaa, without c011pletin9 previoaal:, noted correctiona, or without pre~ring the s:,atea for obaervatioo, he ■hall be responsible for rei■buraing the Architect at the rate per hour (portal to portal) plus tranaporta- tion coats, for the inconvenience. Mo further obser- vations will be acheduled until thia charae haa been paid. END CXlllTINUED FRCN 2.01 MATERIAL', C. Bra•• Pipe and Fittings 1. Where indicated on the drawin9a, uae red bra•• screwed pipe confor■in1 to Federal Specifi- cation W-P-351. · 2. Fitting• ahall be red brass confor■ing to Federal Specification W-P-460. D, Galvanized Pipe Fitting• 1. Where indicated on the drawin9a, uae aalvanized steel pipe ASA Schedule 40 ■ild ateel screwed pipe. 2. Fitting• shall be INdiua galvanized screwed beaded ■alleable iron. GalvAnized couplin1s ■ay be ■erchant coupling. 3. All galvanized pipe and fittin1• inatalled below grade shall be painted with two coat• of loppers 50 Bitu.aatic. E. eq11 Valve 1. All thermoplastic True Union Ball Valves are t!) be produced by Spears Manufacturing Company from virgin: (choose one) PVC Type I. Cell Classification 12454-B. or CPVC Type IV, Cell Classification 23447-B, with (choose ~ne) Viton. or EPDM 0-Rings. Ar1 Valves a're to contain Safe-T-Shear Stem, seal carrier, Polypropylene handle, and shall be lis~ed by NSP for use in. potable water service. 'All valves are to be repairable to component level '2. All l:::t:111 val••• shall be in■tAlled per inatall- ation detail. F. Quick Coupling Val••• 1. Quick coupling valvea ahall ha•• a br••• t!IIO-piece bod:, cleai1ned for working preaaure of 150 PSI oper- able with quick coupler key. le:, aiu and type ■hill be•• aho1111 on Dlan■• Q. Backflow Preventer Unit .. 1. Backflow pnvention unit• shall be of aize and type indicated on the irria■tion drawing■, ln- atall backflow prevention unit• in accordance with the irriaation con■truction detail ■, 2. Wye 1trainera at backflow prevention unite •hall have a bronzed acreved body with 30 ■liah 110nel ■crffn and ■hall be Wll.-l'-I~ ~~ Ye> or approved equal, H. Check Valve■ 1. Swina check valve■ 2-inchea and auller shall be 200 lba. woe bronze construction and replaceable composition, neoprene or rubber disc, and ■hall aee't or exceed Federal Specification W-V-51D, Cla■a A, Type If. • 2. 12ere:12 ro~(:.jiorl =1.01/e, 10 ft:ip.. e,pc.,vHL.-lrle 1 UVJZ·fVc., Horl-Pf2•'\u4 VAL.1/f=,'7. :; LAND ARCHITECTURE ~ ·landscape architccture•land planning . ' . ... .. .. 1620 Thurston o,:, Lagu·n ■ Beach, Ca, 92851 DEVF.LOPER: JENNA GROUP, INC. 3103 VILLA WAY NEWPORT BEACH, CA. 92663 (714) 675-9844 • ' " AS BUILT " R.C.E. ___ EXP. .. ___ _ REVIEWED BY: INSPECTOR DATE DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS Calif. Coordinate: 342-,.1695 t--t--+---------+--+--+--+-~~ .c,_rvl'I,2NfNc c~~"~~r~1~r ~ I---+--+--------+--+--+--+-~~:::::::::=::::::======:::::::::~--Irrigation Specifications DATE INITIAL INGINl!ER OF WON( DATE 'NIT OAT! INrTIAL REVISION DESCRIPTION 1-Co,--...._-·-1-...,,,..,.,..,,,,,,,,,,,..-,j OTHERAPPfQ/AL CITY APPflO'IAL Meadowlands ' PE2.86.29 APP"OVEO: // ./~// ASSISTANT fLANNIN DIRECTOR OWN.IIY, CHKO IIY-, ---, FIELD IK, P"OJECT NO. CT 85··19 C.M.W.TJ. JOR KO. 92-312 /-7-ff: I DRAWING NO. 2T/-5L . . . . . PLANTING SPECIFICATIONS 1. SCOPE OF WORK FURNISH ALL LABOR, MATERIALS, AND EQUIP~F.NT NECESSARY TO PROVIDE AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS OR AS SPECIFIED HEREIN. • WORK INCLUDED IN THIS SECTION, BUT NOT NECESSARILY LIMITED TO: FINE GRADING PREPARE AND TILL SOIL IN PLANTING AREAS INCLUDING SOIL AMENDMENTS FURNISH AND PLANT PLANT MATERTAL l'ERFORM ALL PRUNING AS RE(;UIRED STAKE AND TIE PLANT MATERIAL AS SPECIFIED PROVIDE MAINTENANCE OF ALL PLANTING UNTIL ACCEPTANCE OF WORK . DISPOSE OF ALL DEBRIS AND SURPLUS MATERIAL CLEAN-UP GUARANTEE MAINTENANCE 2. VERIFICATION OF SITE CONDITIONS "A. EXCAVATION CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL EXISTING SUB-SURFACE UTILITIES PRIOR TO EXCAVATION. ANY lITILITIES, PAVING, ITC. DESTROYED OR DAMAGED BY ANY WORK UNDER IBIS CONTRACT SHALL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE. B. SUB-SURFACE DRAINAGE OR SOIL OONDITIONS SHOULD SUB-SURFACE DRAINAGE OR SOIL CONDITIONS BE ENCOUNTERED WHICH WOULD BE DETRIMENTAL TO THE GROWfH OR SUVIVAL OF PLANT MATERIAL, THE CONTRACTOR SHAIL NOTIFY TilE OWNER'S REPRESENTATIVE IN WRITING, STATING THE CONDITIONS AND SUB- MITTING A PROPOSAL COVERING COST OF CORRECTION. IF THE CONTRACTOR FAILS TO NOTIFY TilE OWNER'S REPRESENTATIVE OF SUCH CONDITIO~S, HE SHALL BE RESPONSIBLE FOR PLANT MATERIAL UNDER THE GUARANTEE CLAUSE OF THE SPECIFICATIONS. C. DIMENSIONS ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDTNG WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND QUANTITIES, A~D SHALL IMMEDIATELY INFORM 11-IE OWNER'S REPRESENTATIVE OF ANY DISCREPANCY BE1WEEN THE INFORMATION ON THE DRAWINGS AND ACTUAL CO~DITIONS, REFRAINING FROM DOING A~Y WORK IN SAID AREA UNTIL GIVEN APPROVAL TO DO SO BY THE OWNER'S REPRESENTATIV& 3. MATERIALS SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE PER SOILS REPORT. A. TOP SOIL (IF APPLICABLE) 'roP SOIL SHALL OONSIST OF A FF.RTTLE, FRIABLE NATURAL LOAM, OF UNIFORM QUALITY, FREE FROM SUBSOIL, HARD CLODS, STIFF CLAY, HARD PAN, SODS, PARTIALLY DISINTE- GRATED DEBRIS, OR ANY OTHER UNDESIRABLE MATERIALS. TOP SOIL SHALL NOT CONTAIN OBNOXIOUS WEEDS, SUCH AS MORNING GLORY, SOREL, OXALIS, SPURGE, ANNUAL POA, NUT GRASS OR BERMUDA GRASS. B. PLANT MATERIAL PLANT NAMES SHALL CONFORM TO "STANDARD PLANT NAMFS" BY M-lERICAN JOINT COMMITTEE OF HORTICULTURAL NOMENCLATURE. IF NOT COVERED THEREIN THE ESTABLISHED CUSTOM OF TI!E NURSERY TRADE IS FOLLOWED. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, FREE FROM DESEASE, INSECT PESTS OR THEIR EGGS AND SHALL HAVE IIEALTI!Y, NORMAL ROOT SYSTEMS, WELL FILLING THEIR CONTAINERS, BUT NOT BE ROnT BOUND. PLANT SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT AS AUTHORIZED BY LANDSCAPE ARCHITECT. , ' ALL PLANT MATERIAL SHALL BE SUB.JF:CT TO APPROVAL BY TIIE OWNER S REPRESENTATIVE OR LANDSCAPE ARCHITECT. PLANT MATERIAL SHALL BE SYMMETRICAL, TYPICAL FOR VARIRI'Y AND SPECIES AND SHALL CONFORM TO MEASUREMENTS AND STZE AS SPECIFIED IN PLANT LEGEND. SUBSTITUTION SHALL BE PERMITTED ONLY AS INDICATED, OR lF PROOF IS SUBMITTED TI!AT ANY PLANT SPECIFIED IS NOT AVAILABLE, A PROPOSAL WILL BE CONSIDERED FOR THE USE OF nm NliAREST EQUIVALE~'T SIZE OR VARIETY WITH AN EQUITABLE ADJUSTMENT OF TI!E CONTRACT PRICE. QUANTITIES SHOWN ON TI!E CALL mrrs ON THE PLANTING PLAN ARE FOR CONVENIENCE OF TIJE CONTRACTOR ONLY. QUANTITIES DRAWN ON THE PLA~ (WHIITHER BY CIRCLE OR DOTS) ARE THE FINAL AUTHORIZVi AND SHALL BE FURNISHED AND INSTALLED AS DRAWN. . C. SEED MATERIALS SEED SHALL BE CLEAN, FRESH, NEW CROP SEED AND SHALL BE THE MIXTURE AS NOTED ON THE PLANTING PLAN. , SEED SHALL BE MIXED BY A DEALER AND FURNISHED WITH IBE DEALERS GUARANTEED STATE- MENT OF COMPOSITION AND PERCENTAGE OF PURITY WHICH SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE. D. STAKES ALL STAKES SHALL BE AS DETAILED. 4. OBSTRUCTIONS BELOW GROUND TilE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UTILITY LINES AND OTHER UNDERGROUND OBSTRUCTIO~S SO THAT PROPER PRECAUTION MAY BE TAKEN TO NOT DISTURB OR DAMAGE SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE WHO SHALL ARRANGE FOR IBE RELOCATION OF ONE OR THE OTHER. FAILING TO FOLLOW nns PROCEDURE, THE CONTRACTOR SHALL AT HlS 0\'1-1 EXPENSE MAKE ANY AND ALL REPAIRS FOR DAMAGE RESULTING FROM HTS WORK. 5. FINISH GRADING A. TILLING AND UNIFORM GRADE TILL ALL PLANTING AREAS AS HEREIN SPECIFIED AND BRING ALL AREAS TO UNIFORM GRADE BY FLOATING OR HAND RAKING. B. GRADE RELATIONSHIPS FINISH GRADE OF PLANTING AREAS AFTER APPLICATION OF SOIL AMENDMENTS SHALL BE 1" BELOW TOP OF WALKS AND CURBS FOR LAWN AND l½" BELOW FOR GROUNIJCOVER AREAS AND 6" BEi.OW FINISH FLOOR OF HUILDING OR AS NOTED BY SPOT ELEVATIONS. . C. SLOPE FROM BUILDINGS SOIL AREAS ADJACENT TO 'BUILDINGS SHALL SLOPE AWAY FROM BUILDING AT 2% MINIMUM FOR 10 FEET OR AS INDICATED ON GRADING PLANS, AND SHALL CONTINUE TO SLOPE 'AT A MINIMUM OF 1½% UNTIL WATER DRAINS TO STREET OR STORM DRAIN. 6. WEED CONTROL (IF APPLICABLE) CONTRACTOR SHALL GERMINAT.jc AND DESTROY EXISTING WEED SEEDS BEFORE PREPARING AREAS FOR PLANTING. SUFFICIENT WATER SHALL BE APPLIED TO CAUSE WEED SEED TO SPROUT. YOUNG WEEDS SHALL THEN BE DESTROYED AND REMOVED BEFORE THEY HAVE OPPOR- TUNITY TO SET SEED. 7. SOIL PREPARATION A. SOIL REPORT • BEFORE STARTING SOIL PREPARATION THE CONTRACTOR SHALL SUBMIT A SOIL REPORT TO TI!E OWNER'S REPRESENTATIVE AND TO CITY LANDSCAPE INSPECTOR. CITY HUST AIJROVE SOILS TESTER AND SOILS TEST. B. COMPACTED AREAS SOIL AREAS TI!AT ARE COMPACTED TO MORE THAN 92% DURING SITE PREPARATION SHALL BE RIPPED TO A MINIMUM OF 12" PRIOR TO BEGINNING SOIL PREPARATION. THESE AREAS SHALL BE DEFINED BY TI!E OWNER'S REPRESENTATIVE AND BE BILLED AS AN EXTRA IF TI!E UNIT PRICE IS QUOTED IN THE BID. • C. MFJ'HOD OF MIXING IF THE SLOPE IS UNDER 2½ TO 1 THE SOIL PREPARATION MATERIALS SHALL BE BROADCAST UNIFORMLY OVER ALL LANDSCAPE AREAS AND WORKED TO A DEPTil OF 6" BY A ROTOTILLER OR onrnR ACCEPTABLE MECHANICAL MEANS TO OBTAIN A UNIFORM BLEND TO IBE SOIL. IF THP. ,LOPE IS GREATER THAN 2½ TO 1 THE AMENDMENTS SHALL BE HYDRAULICALLY APPLIED FOR AREAS OVER 1000 SQ FT AND RAKED IN FOR SMALLER AREAS. FOR THE SOIL AMENDMENT MIX REFER TO TI!E PLANTING NOTES ON THE PLANTING PLAN FOR BIDDING PURPOSES. .-· C D. -DELIVERY SLIPS SUPPLY DELIVERY SLIPS FROM TilE SUPPLTER F'OR THE SOIL AMENDMENTS TO THE SITE (BULK LOADS FROM TI!E CONTRACTOR'S YARD WILL NOT BE ACCEPTED. SUPPLY EMPTY BAGS FOR FERTILIZER TO THE SUPERINTENDENT OF THE JOB) . 8. SHRUB AND TREE PLANTING A. OORRELATION TREES AND SHRUBS SHALL NOT BE PLANTED UNTIL ALL OPERATIONS IN CONJUNCTION WITH 'll!E INSTALLATION OF THE IRRIGATION SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, AND THE PLANTING BEDS PROPERLY PREPARED BY CULTIVATION AND FERTILIZATION AS COVERED IN THESE SPECIFICATIONS. B. NO PLANTING SHALL TAKE PLACE DURING EXTREME HOT, DRY, WINDY OR FREEZING WEATI!ER. C. LOCATIONS RELATIVE POSITION OF ALL PLANTS AND TREES IS SUBJECT TO APPROVAL OF TI!E LANDSCAPE ARCHITECT. D. NO MORE PLANTS SHALL BE DISTRIBUTED ABOUT THE LANDSCAPE AREA THAN CAN BE PLANTED AND WATERED ON THE SAME DAY. E. CONTAINER REMOVAL PLANT CONTAINERS SHALL .BE REMOVED WHEN Pl.ANTING PLANTS. ALL CONTAINERS SHALL BE REMOVED FROM THE SITE. F. PLANTING PITS ALL TREE AND SHRUB PITS SHALL HAVE A DIAMETER AND DEPTH AS SPECTFTED ON THE PLANTING PLANS. G. PLACING PLANTS SHALL BE PLACED AND HELD DURING BACKFILL TN AN UPRIGHT POSITION IN THE CENTER OF TI!E PIT. PLANT SHALL BE HELD AT, OR SLIG!ITLY ABOVE FTNISH GRADE. TilE EARTil BALL SHALL BR KEPT INTACT. ANY EXPOSED ROOTS SHALL BE SPREAD. INJURED ROOT SHALL BE PRl'NED. H. BACKFILL PLANT PIT BACKFILL MIX SHALL BE AS SPECIFIED IN SOIL REPORT. MATERIALS SHALL BE TilOROUGHLY MIXED BEFORE PLACEMENT. I. WATERING WHEN THE PIT HAS BEEN BACKFILLED TO TilREE QUARTERS OF ITS DEPTH, WATER SHALL BE POURED ABOUT TI!E ROOTS. AIR PCCKETS SHALL BE ELIMINATED AND BACKFILL CONT- INUED UNTIL BACKFILL IS BROUGHTTO THE CRADE LEVEL. J. COMPACTING AND SETTLEMENT BACKFILL SHALL NOT BE COMPACTED AROUND TilE ROOTS OR BALL OR IBE PLANT DURING OR AFTER PLANTING. TilE BACKFILL ON WHICH THE ROOT BALL RESTS SHALL BE SLIGHTLY COMPACTED.· PLANTS WHICH SETTLE SHALL BE RAISED TO THE REQUIRED LEVEL OR REPLACED AT THE OPTION OF THE CONRACTOR. K. STAKING STAKES SHALL BE DRIVEN TO SUFFICIENT DEPTH TO HOLD TREE RIGID. TREE SHALL BE SUPPCRTED BY AT LEAST TWO TIES. (SEE DETAILS). L. PRL'NING LIMBS, BRANCHES, CANES, AND RUNNERS WHICH REQUIRE TRIMMING SHALL BE REMOVED ro LEAVE A CLEAN CUT FLUSH WITH THE TRUNK. ( PRUNING ONLY AS DIRECTED BY THE LANDSCAPE ARCHITECT). 9. GROUND COVER AREAS AND SEASON COLOR A. REFER 'ro PARAGRAPHS 5, 6, 7 FOR FINISH GRADING, WEED CONTROL AND SOIL PREPARATION. REFER TO PARAGRAPH 8 FOR SOIL PREPARATION GRADING, PLANT PITS AND FERTILIZER. B. WATERING EACH SECTION OF GROUND COVER SHALL BE IMMEDIATELY WATERED UPON COMPLETION OF PLANTING AND THEREAFTER AS REQUIRED. 10. SOD LAWN MATERIALS AND PLANTING (IF APPLICABLE) A. QUALITY SOD SHALL BE #1 GRAD'E MACHINE CUT AT A UNIFORM THICKNESS OF 5/8" EXCLUDING TOP GROWTH AND TIIATCI!, WEED FREE AND SHALL DE NO LESS TilAN EIGIIT MONTHS NOR MORE THAN SIXTEEN MONTHS OLD. B. TIMING INSTALLATION SHALL TAKE PLACE WITHIN 24 HOURS AFTER HARVESTING. C. REFERENCE REFER TO PARAGRAPHS 5, 6, 7, AND 8 FOR FINISH GRADING, WEED CONTROL, AND SOIL PREPARATION. D. PREPARATION SOD AREA PRIOR TO PLANTING SHALL BE ROLLED LIGHTLY AND WATERED TO A DEPTil OF 6" THE DAY PRIOR TO PLANTING. IF ANY AIR POCKETS ARE FOUND, THE AREA SHALL BE REGRADED AS NECESSARY. LIGHTLY WATER TI!E AREA JUST PRIOR TO PLANTING. E. INSTALLATION SOD SHALL BE LAID IN STAGGERED PATTERN, WITil TIGHT JOINTS AND IN THE SAME DIREC- TION EACH TIME. ON ALL SLOPES SOD SHALL BE INSTALLED FROM THE BOTTOM UP AND TI!E NEWLY LAID SOD SHOULD BE PROTECTED BY WALKING ON BOARDS AS' INSTALLER MOVES UPWARDS. ON SLOPES PIN THE SOD DO\l'N WITil WOOD PEGS. NO METAL STAPLES WILL BE ALLOWED. NO SOD OF LESS THAN 18" IN LENGTH WILL BE ALLOWED. F. JOINTS ADJOIN TI!E SECTIONSOF SOD FIRMLY TOGETHER. IF AIR SPACE OCCUR BETWEEN SECTIONS OF SOD IBEY MUST BE FILLED WITH SAND OR HAVE THE SOD RELAID. G. ROLLING AND PROTECTION OF EDGES ROLL SOD WITH AN ADEQUATELY WEIGIITED ROLLER TO SMOOTH OUT THE SOD BED. REGRADE TO PROTECT TilE EDGES FROM DRYING IF MOWING EDGE IS NOT USED. H. WATI:RING AFTER INSTALLATION SOD MUST BE KEPT THOROUGHLY WATERED TO A DEPTH OF 6" NO FOOT TRAFIC SHOULD BE ALLOWED FOR 2 TO 3 WEEKS FROM DATE OF INSTALLATION. 11. SEED LAWN PLANTING (IF APPLICABLE) A. REFERENCE REFER TO PARAGRAPHS 5, 6, 7, AND 8 FOR FINISH GRADING, WEED CONTROL AND SOIL PREPARATON. B. PREPARATION CULTIVATE TO A DEPTH OF 2" BEi.OW FINISH GRADE, REMOVE STONES, FOREIGN GROWTH OF ANY KIND AND EXTRANEOUS MATTER AND GRADE TO REMOVE RIDGES AND DEPRESSIONS SO THAT AREA AFTER SETTLEMENT WILL CONFORM TO THE FINISH GRADE. ROLL AND RAKE LIGHTLY UNTIL IBE SURFACE IS SMOOTH, FRI ABLE A~D OF UNIFORM FTNR TEXTURE. C, SOWING SOW LAWN SEED IN TilE AREA DESIGNATED ON TI!E DRAWINGS . AT TI!E RATE CALLED OUT ON TI!E PLANS. SOW THE LAWN SEED IN TWO DIRECTIONS. D. TOP DRESSING RAKE LIGHTLY, SPREAD 1/4" OF TOP DRESSING WITil A MECHANICAL SPREADER, ROLL WITH 200 LBS ROLLER AND WATER WITH A FINE SPRAY. 12. HYDROSEEDING (IF APPLICABLE) A. GENERAL THE HYDRO MULCH SHALL BE APPLIED IN THE FORM OF A SLURRY CONSISTING OF WOOD CELLULOSE FIBER, SEED CHEMICAL AllDATIVES, COMMERCIAL FERTILIZER AND WATER. WHEN HYDRAULICALLY SPRAYED ON THE SOIL SCRFACE, THE HYDRO MULCH SHALL FORM A BLOTTER LIKE GROUND COVER IMPREGNATED UNIFORMLY WITH SEED AND FERTILIZER AND SHALL ALLOW IBE ABSORPTION OF MOISTURE AND RAINFALL TO PERCOLATE TO TI!E UNDER - LYING SOIL. B. EQUIPMENT HYDRAULIC EQUIPMENT USED FOR THE APPLICATIO~ OF THE SEED. FERTILIZER AND SLURRY OF PREPARED WOOD PULP SHALL BE THE "SUPER HYDRO-SEEDER" TYPE AS APPROVED BY IBE LANDSCAPE ARCHITECT. C. APPLICATION TI!E OPERATOR SHALL SPRAY TilE AREA WITil A UNIFORM, VISIBLE COAT BY USING THE GREEN OOLOR OF THE WOOD PULP AS A GUIDE. THE SLURRY SHALL BE APPLIED IN A SWEEP- ING MOTION, IN AN ARCHED STREAM SO AS TO FALL LIKE RAIN ALLOWING THE WOOD FIBERS TO BUILD ON EACH OTHER UNTIL A GOOD mAT IS ACHIEVED AND THE MATERIAL IS SPREAD AT TI!E REQUIRED RATE PER ACRE. D. TIME LIMIT ALL SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED TO THE SLOPE WIT!!IN FOUR HOURS AFTER MIXING WILL BE REJECTED AND REMOVED FROM TIIE PROJECT AT THE CONT!lACTOR' S EXPENSE. E. PROTECTION SPECIAL CARE SHOULD BE EXERCISED BY THE CONTRACTOR IN PREVENTTNG ANY OF TI!E SLURRY BEING SPRAYED INSIDE ANY RESERVOIR BASIN OR ONTO DRAINAGE DITCHES AN!\ CHANNELS WHICH MAY IMPEDE THE FREE FLOW OF RAIN OR IRRIGATION WATER. ANY SLURRY SPILLED INTO RESTRICTED AREAS SHALL BE CLEANED UP AT CONTRACTOR'S EXPENSE TO TI!E SATISFACTION OF THE O,~ER'S REPRESENTATIVE. F. MAINTENANCE AND PROTECTION AFTER SETTING ONE DAY IBE HYDRO MULCHED AREA SHALL THEN BE IRRIGATED. DURATION OF TIME AND AMOUNT OF WATER TO BE APPLIED TO THE GROUND WILL VARY FROM DAY TO DAY AND SYSTEM TO SYSTEM DEPENDING ON THE RATE OF GROWTH AND CLIMATIC CONDITIONS. AS A RULE OF THUMB THE SOTL Sl'.RFACE MUST BE KEPT MOIST AT ALL TIMES, PARTTCrnaARLY DURING THE SEEDING GERMINATION PERDIOD (30 days). G. RE-SEEDING ALL BARE SPOTS SHALL BE RESEEDED (SODDED, IF HYDROSEED IS TURF MIX), BY THE CONTRACTOR WITHIN 45 DAYS PROVIDING THE LACK OF COVER GROWTH OR MULCH IS NOT DUE TO INADEQUATE SPRINKLING OR EROSION CAUSED BY EXCESSIVE WATERING BY THE OWNER. 13. REPLACEMENTS CONTRACTOR SHALL IMMEDIATELY REPLACE ANY AND ALL PLANT MATERIALS WHICH FOR ANY REASON DIE OR ARE DAMAGED WHILE UNDER HIS CARE. REPLACEMENTS SHALL BE MADE WITH PLANTS OF LIKE KIND AND SIZE IN THE SAME MANNER AS SPECIFIED FOR THE ORIGINAL PLANTING. 14: CLEAN-UP A. GENERAL AFTER INSTALLATION OPERATIONS HAVE BF.EN COMP!..FTED RF.MOVE ALL TRASH, EXCESS SOIL, EMPTY CONTAINERS AND RUBBISH FROM THE PROPERTY. ALL SCARS, RUTS OR OTHER MARKS IN THE AREA CAUSED BY HIS WORK SHALL DE REPA lRED AND THE GROUND LEFT IN A NEAT AND ORDERLY CONDITION. CONTRACTOR SHALL PICK UP TRASH RESULTING FROM HIS WORK NO LESS IBAN EACH FRIDAY BEFORE LEAVING THE SITE, ONCE A WEEK, AND/OR THE LAST WORKING DAY EACH WEEK. B. REMOVAL OF TAGS REMOVE ALL TAGS, LABELS, NURSERY STAKES AND TIES FROM ALL PLANTS UNLESS OTHERWISE DIRECTED, ONLY AT THE END OF ALL INSTALLATION. 15. PROTECTION A. GENERAL AT ALL TIMES DURING CONSTRUCTION. ADEQUATE PROTECTION SHALL BE PROVIDED FOR ALL PLANTED AREAS AGAINST DAMAGE OF ANY KIND CNTIL FINAL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. B. RESPONSIBILITY CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE CARE AND PRESERVATION OF ALL EXISTING BUILDINGS AND STRUCTURES ON THE PROPERTY AND ADJACENT PREMISES. ANY PART OF THEM INJURED, DAMAGED, OR DISTURBED BF.CAUSE OF HIS WORK SHALL BE REPAIRED REPLACED OR CLEANED BY HTM AT HIS EXPENSE. . ,. 0 " ... ' ... .. .. .. LAND ARCHITECTURE landscape .1rchikclure•land planning 1820.Thuraton or. Laguna Beach, Ca, 92951 16·. GUARANTEE A. SHRUBS ALL SHRUBS SHALL BE GUARANTEED AS TO GROWTH AND HEALTH FOR A PERIOD OF 180 DAYS AFTER COMPLETION OF TilE SPECTFTED MAINTENANCE PERIOD AND/OR FINAL ACCEPTA~CE BY THE OWNER • B. TREES TREES SHALL BE GUARANTEED TO LIVE AND CROW IN ACCEPTABLE UPRIGHT POSITION FOR 12 MONTHS AFTER SPECIFIED MATNTF.NANCE PERIOD AND/OR FINAL ACCEPTANCE BY THE OWNER, THE OWNER MUST PROVIDE ADEQUATE MAINTENANCE TO INSURE THE EXTENDED GUARANTEE ON TREES. C. DEFINITION OF DEATH PLANTS WHICH DIE OR LOSE MORE THAN 30% OF IBEIR ORIGINAL LEAVES SHALL BE REPLACED D. REPLACEMENT CONTRACTOR, WITHIN 7 DAYS OF WRITTEN NOTIFICATION BY THE OWNER, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS WHICH, FOR ANY REASON, FAIL TO MEET THE REQUIREMENTS OF THIS GIIARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIAL AS INDICATED OR SPECIFIED FOR THE FJRST PLANTING, AND ALL SUCH REPLACE- MENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE ORIGINAL GUARANTEE MATERIAL. • 17. MAINTENANCE A. SCOPE AFTER ALL WORK INDICATED ON TI!E DRAWINGS OR HEREIN SPECIFIED HAS BEEN COMPLETED, INSPECTED, AND APPROVED BY THE OWNER OR HIS REPRESENTATIVE, THE CONTRACTOR SHALL MAINTAIN ALL PLANTING AREAS BY MEANS OF CONTINUOUS WATERING, WEEDING, ROLLING, MOWING, RESEEDING, EDGING AND/OR ANY OTHER OPERATTONS NECESSARY FOR THEIR CARE AND UPKEEP FOR A PERIO/l OF NOT LESS THAN 90 DAYS. AT THE END OF TI!E '!AINTENANCE PERIOD, ALL PLANT MATERIALS SIIALL BE IN IIE,\LTIIY, CROWJNC CONDITION. B. WEED OONTROL ALL PLANTED AREAS SHALL BE KEPT FREE OF DEBRIS AND SHAU BE WEEDED AT NO MORE THAN 10 DAY INTERVALS. AREAS THAT DO ~Of HAVE A PRE-EMERGENT WEED KILLER SHALL ALSO BE CULTIVATED AT NOT MORE THAN 10 DAY INTERVALS. C. FERTILIZING ALL PLANTED AREAS SHALL RECEIVE· FERTILIZER APPLICATION AS PER NOTES ON THE PLANTING PLANS. WATER IN THOROUGHLY AFTER APPLICATION. D. CONDITION OF SITE DURING TilE MAINTENANCE PERIOD, KEEP THE PROJECT SITE NEAT AND FREE FROM DEBRIS AT ALL TIMES. OBTAIN OWNER'S APPROVAL FDR ON-SITE STORAGE OF EQUIPMENT OR MAINT- ENANCE MATERIALS. 18. FINAL CONSTRUCTION AND FINAL MAINTENANCE INSPECTIONS A. FINAL CONSTRUCTION INSPECTION WHEN ALL LANDSCAPE IMPROVEMENTS HAVE BEEN INSTALLED IN ACCORDANCE WITH TI!E PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AND REQUEST A FINAL CONSTRUCTION INSPECTION. IF THE OWNER'S REPRESENTATIVE DETER- MINES THE WORK TO BE SUBSTANTIALLY COMPLETE AND IN ACCORDA~CE WITH PLANS AND SPl!:CIFICATIONS, THE CONTRACTOR WILL BE ADVISED THAT THE BASIC MAINTF.~ANCE PERIOD IS STARTED. B. FINAL MAINTENANCE INSPECTION AT TI!E END OF THE MAINTENANCE PERIOD AND WHEN GROUND COVERS AND TIJRF HAVE ESTAB- LISHED AND ALL PICK-UP ITEMS HAVE BEEN COMPLETRD, THE CONTRACTOR SHALL REQUEST A FINAL MAINTENANCE INSPECTION. THE CONTRACTOR WILL BE ADVISED BY THE OWNER'S REPRESENTATIVE AT THE FINAL INSPECTION THAT WORK IS OR IS NOT SATISFACTORY. C. FAILURE TO PASS INSPECTION IF WORK FAILS TO PASS FINAL INSPECTION. ANY SUBSEQUENT INSPECTIONS MUST BE RE- SCHEDULFll AS PER ABOVE AND WILL BE CHARGED TO THE CONTRACTOR AT THE PREVAILING HOURLY RATE OF THE OWNER'S REPRESENTATIVE. WEED ABATEMENT LOT 121 ONI.Y AFTER EARTHWORK, GRADING, INSTALLATION OF TRRTGATION SYSTEM, "AND SOIL PREPARATION, THE FOLLOWING WEED ABATEMENT WORK SHALL BE PERFORMED: 1. APPLY REGULAR IRRIGATION FOR A PERIOD OF TWO WEEKS TO GRRMINATE EXISTING SEEDS. 2. APPLY "ROUND-UP" WEEDKILLER PER MANUFACTURER'S INSTRUCTIONS. AFTER.WEEDKILL, REXOVE WEED RESIDUE AND TOPGROWTH. DEVELOPER: JENNA GROUP, INC. . 3103 VILLA WAY NEWPOR'j' BEACH, CA. 92663 (714) 675-9844 . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 0 AS BLJIL T 0 RC[ __ _ EXP. ___ _ DATE REVIE'w'ED BY1 INSPECTOR DATE ~ CITY OF CARlSBAD ~ 1----1---+-----------------t---t---t----r-""""'1 ~~==2=~=:::::::::::::PL::::::ANN:::::::I:::NG::::::::D::E::::P::::A::::R::::TH:::E::::N::::T==:::.!~==2:::::; PLANTING·· SPECIFICATIONS If\ DA 1E INITIAL Di\ 1E 111111M. DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION DllER N'PROVAI. CITY APPROVAL PE2.86.29 ,....., MEADOWLANDS APPROVED ~ f-i,4~£) _ _,_/~ ?-if ASSISTANT l'CINNINK DIRECTOR/ DATE OWN BY: "·""· PRo.ECT NO. CHKD BY:__ CT 85 19 RVWD BY: - C.M. '1t,;. D. JO!S NU. 9L '31 I. DRAWING NO. 271-5L