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Home My WebLink AboutDWG 486-1L; MS 09-04; RANCHO CARLSBAD RV SITE; 01-10LANDSCAPE IMPROVEMENT PLANS R. C . Q. A. (Rancho Carlsbad Owners Association) RV LOT RELOCATION GENERAL NOTE -THE LANDSC.APIN6 FOR RC.QA RV. RELOC.ATION SITE SHALL ADDRESS THE SLOPES ON SITE AND C.REATE A SC.REEN FROM SURROUNDINcS PROPERTIES. CONSTRUCTION NOTES I. THE C.ONTRAC.TOR AGREES TO HOLD THE OY'INER AND LANDSC.APE ARc.HITEC.T HARMLESS FROM ANY C.LAIMS ARISING OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUBC,ONTRAC.TORS, MATERIAL SUPPLIES, OR AGENTS. 2. ALL LOC.AL, MUNIC.IPAL AND STATE LAY'IS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS Y'IORK ARE HEREBY INC.ORPORATED INTO AND MADE A PART OF THESE SPEC.IFIC.ATIONS AND THEIR PROVISIONS SHALL BE C.ARRIED OUT BY THE C.ONTRAC.TOR B. THE C.ONTRAC.TOR SHALL VERIFY THE LOC.ATIONS OF ALL EXISTING UTILITIES, STRUC.TURES, AND SERVIC.ES BEFORE C,01'11'-!ENC.ING Y'IORK. THE LOC.ATIONS OF UTILITIES, STRUC.TURES AND SERVIC.ES SHOY'IN IN THESE PLANS AND THE C,IVIL ENGINEERS IMPROVEMENT PLANS ARE APPROXIMATE ONLY. ANY DISC.REPANC.IES BETY'IEEN THESE PLANS AND AC.TUAL FIELD C.ONDITIONS SHALL BE REPORTED TO THE OY'INER OR LANDSC.APE ARC.HITEC.T IMMEDIATELY AND PRIOR TO C.OMMENC.EMENT OF Y'IORK IN SAID AREA. 4. THE C.ONTRAC.TOR SHALL PROTEC.TALL EXISTING UTILITIES AND FEATURES TO REMAIN ON, AND ADJAC.ENT TO, THE PROJEC.T SITE DURING C,ONSTRUC.TION. C.ONTRAC.TOR SHALL REPAIR, AT HIS OY'IN EXPENSE, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENC.E. 5. THE C.ONTRAC.TOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR ARC.HITEC.TURAL PLANS BEFORE BEGINNING Y'IORK. 6. PERMITS FOR ANY C.ONSTRUC.TION DEPIC.TED IN THESE PLANS SHALL BE OBTAINED BY THE C.ONTRAC.TOR. 1. C.ONTRAC.TOR SHALL HAVE A VALID C.ONTRAC.TORS LIC.ENSE REQUIRED FOR THE PARTIC.ULAR Y'IORK BEING DONE. C,ONTRAC.TOR SHALL NOT ALLOY'! THE LIC.ENSE(S) TO LAPSE DURING THE C,ONTRAC.T PERIOD. 8. A SEPARATE C.ITY REVIEY'I AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. C.ITY APPROVAL OF THESE PLANS IS FOR LANDSC.APE PLANTING AND IRRIGATION ONLY. INSPECTION PROCEDURES: -INSPEC.TION OF THE PROJEC.T SHALL BE PREFORMED BY THE LANDSC,APE ARC.HITEC.T OF THE Y'IORK, OR HIS DESlcSNATED AcSENT. REFER TO THE SPEC.IFIC.ATIONS FOR THE SC.HEDULE OF REQUIRED INSPEC.TIONS AND REQUIRED SUBMITTALS. -FOLLOY'IINcS C.OMPLETION OF Y'IORK, THE LANDSC.APE ARC.HITEC,T OF THE Y'IORK Y'IILL C.ERTIFY THAT THE INSTALLATION HAS BEEN C.OMPLETED BY SUBMITTING THE "FINAL LANDSC.APE C.ERTIFIC.ATION FORM". A REQUEST FOR A FINAL LANDSC.APE INSPEC.TION BY THE C.ITY MUST ALSO BE MADE BY C.ALL THE INSPEC.TION REQUEST LINE. "FINAL LANDSC.APE C.ERTIFIC.ATION FORM" FAX TO, 160."'144.8"149 LANDSC.APE INSPEC.TION REQUEST PHONE LINE, 160.602.4602 DECLARATION OF RESPONSIBLE CHARGE, I HEREBY DEC.LARE THAT I AM THE LIC.ENSED DESIGNER OF J/IIORK FOR THIS FROJEC.T, THAT I HAVE EXERC.ISED RESPONSIBLE C.HARGE OVER THE DESIGN OF THIS FROJEC.T AS DEFINED IN SEC.TION 6103 OF THE BUSINESS AND PROFESSIONS GODE AND THAT THE DESIGN IS C.ONSISTENT J/IIITH C.URRENT STANDARDS. I UNDERSTAND THAT THE C.HEC.K OF FROJEC,T DRAHINGS AND SPECIFIC.ATIONS BY THE C.ITY OF CARLSBAD AND SAN DIEGO C.OUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS C.ONFINED TO A REVIEH ONLY AND DOES NOT RELIEVE ME, AS THE LIC.ENSED DESliSNER OF HORI<, OF MY RESPONSIBILITIES FOR PROJEC.T DESIGN. THESE FLANS HAVE BEEN PREPARED IN SUBSTANTIAL C.ONFORMANCE J/IIITH THE APPROVED LANDSC.APE C,ONC.EPT PLAN, HATER C.ONSERVATION FLAN, FIRE PROTECTION FLAN, AND ALL C.ONDITIONS OF APPROVAL RELATED TO LANDSC.APING. "' 6,,cfu,~1 l,,w,,WJ • , q~ PHONE No, (Jul/>; 7ZJt , s0 ':?; 7 . REGISTRATION NO: 2?J±f:l EXP/RATION DA TE: '7 -!?;) /-17 BORROJ/'l AREA SHEETS L-5 AND L-C! RC..OA COMMUNITY 6ARDEN AND RV STORA6E LOT SHEETS L-2, L-4 AND L-8 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS CITY OF OCEANSIDE HIGHWAY ?a PACIFIC OCEAN 0 CITY OF VISTA if S?' 11s<c ii;' -,ii<_l"_---'R~O~AIJl.-,c---._,.,--+--0~~ ,,,,,~'< AVE CITY OF ENCINITAS .p ~o CITY OF "---_, .. SAN MARCOS SHEET INDEX TITLE SHEET/DETAILS L-I CONSTRUCTION FLAN/DETAILS L-2 L-3 IRRIGATION PLAN, LEGEND L-4 L-5 IRRIGATION DETAILS AND SPECS. L-5 L-6 IRRIGATION SPECS CONTINUED L-1 PLANTING PLAN, LEGEND ¢ DETAILS L-8 L-Cf PLANTING SPEC.IFICATIONS L-I0 VICINITY MAP AOL PLANNING --- ASSOCIATES--~ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" C A-R L S B A D, C A. 9 2 0 0 8 060)729-86'7 FAX,(760)729-832' DATE: 4•2'7-15 JOB NO.: 21918 SCALE: DRAWN BY: LANDSCAPE ARCHITECT ADL PLANNING ASSOCIATES ANTHONY D. LAY'iSON 2Cf1Cf STATE ST. SUITE C CARLSBAD, CA Cf2008 (160) 12Cf-8631 Y'iATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR J/IIITH THE REQUIREMENTS FOR LANDSC.AFE AND IRRIGATION PLANS C.ONTAINED IN THE C.ITY OF C.ARLSBAD'S LANDSC.APE MANUAL ,$ HATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS FLAN IN COMPLIANCE J/IIITH THOSE REGULATIONS AND THE LANDSC.AFE MANUAL. I C.ERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFIC.IENT USE OF HATER. "AS-BUILT " EXP. DATE REVIEWED BY: INSPECTOR DATE , .. :;.~'"-'~"':~~6"-+----+----------------r-----1i--------1--i--------1 I sHIEET I CITY OF CARLSBAD ~o .-~==-====:::::P:::::LA::::=:NN::::l:::::NG:::::::::D:::::IV:::::IS=:10:::::N:::===="-'~==~ TITLE SHEET RANCHO CARLSBAD R.V. LOT RELOCATION I APPROVED /1,;.J, \ L-r, t:J! A t-/c.., ·I<-,, 1---+--+--------------------t--,----,--,----, PLANNING DATE 1---1--------1-----------------+------t---+---t---'-j ~;:;:;;:;:::;;:;;:===:::::;--;::.===~~~~~~=~~===-~~~~~ DWN BY: ___ PROJECT NO. 1:. DRAWING N0.,1 .. CHKD BY:__ MS 09-04 . 486-1 L RVWD BY: ~---------I • DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL Cl1Y APPROVAL ('() # _J ~ }:: ill ::) \f) I _J \ \ \ \ Ml lli I 15 I \ ' ' l J J / I I i ! I j I l ; I I '•~J)-. ls I / /y,,. \," ( / ! I ! ! I !-· /!,\ f;/ / .,,,__ -' . ---,-:::----=-=-ch---~//==---~. --::-;I · , ... >/ • 1 .. ··-----I 1 I-11, ii\ " _/ 1·, 11 . Ji~ ,1) 1' ,. 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",.;c-~-- ;\\,:;:__,,_,--~ $;:1,\kl1~;r\~~;:t,J\):;,1;s1:?-;~RS i,:}:;i;rc~ ---\\'"~~-/) //'\\i': \\\\ \>, \ .• ,\, \\ \.\\ i\ \,;,\, '\~\ _>~\, '{\ ((~. -~,ilf:;;~:''}ei~f'ii11:/1;;:::.J -~> '\,'., '~.".[-~,-~,·" "ti .... ,t\, ''(,·\._\,·,,\ -~.,,.• .... ··.,\ .• -.::, ... ,.;,·•·····,,.· ... -. ~,\ ',, ... ,-•.\ ... /. \0,._··. ··. \s.,_ . ,.....,"1. 1\ i', ' ·'"' ~•-"·-'\,>. ,, ,_,, { \ \ ~\.-'\) I,,,, \\ ; \ \ \ \/\1, '~. ,,r\ (.'.;./;~>-';;· \ " • \ ,.,...<(' \ \ . \ .,,.,,,::;/\.\ \ 8' ;.;;:o~;_)\,cREE~<~2L \ \ ' I ' •c:::---O· 20· 40' ao· \ \ t--. ., ", 6' / ,!;AT!: POST i'IIIRE TIE (AS NEEDED) /) -e,•• X 24" DOMED CONCRETI: FOOTll>I,!; 6 1 MASONRY ~LL •--mi-•••---..;;·.,.•--~--•_;;, .. -.~ (ON 2' BERM) REVIEWED BY; INSPECTOR "AS-BUILT " EXP. DATE DATE L LOCKASLE LATCH LOCKABLE DROP l'tOD ASSEMBLY AOL l/lc:f/16 l/2"!/16 CITY OF CARLSBAD NOTE: ALL MATERIAL TO BE 6ALVANIZED, VINYL-C.OATED. C.OLORS, BLACK ® C.L. DOUBLE GATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS PLANNING ASSOCIATES --~ LANO PLANN NG LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" C A R L S B A D, C A. 9 2 0 0 8 raop2,-o,n FA.K:{760).729-8J24- DATE: 4-21-15 JOB NO.: 21s1e SCALE: 1,40 DRAWN BY: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL C11Y APPROVAL PLANNING DIVISION . C.ONSTRUC.TION PLAN RANCHO CARLSBAD R.V. LOT RELOCATION I APPROVED /t,,:J,,\ 6r-E:.l\-4' . PLANNING DWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: MS 09-04 DRAWING NO. 486-1 L (() # -1 f '.L ca ::, IJ) 30" SQ. 2411 -! EQUAL OVER HANG ALL SIDES 4 DETAIL LE:<$,E:ND (i) FRECAST PILASTER CAP", SO"xSO" 5G. 0 exexlb CMU BLOCK -GROUT ALL CELLS SOLID 0 #4 VERT. REBAR @ EACH CORNER 0 STONE VENEER ® FINISHED 5RADE (RV LOT) G) CONCRETE FOOTING 0) COMPACTED 5UB5RADE PER SOILS REPORT © (4) #4 REBAR EACH i'IAY 0 (4) #4 REBAR DOl'lELS @cMU i'IALL 0 i'IA TER PROOF MEMBRANE @2' BERM/BACKFILL (SEE CIVIL PLANS) NOTES, -PILASTER SHALL BE LOCATED AT CORNERS AND END OF i'IALL, AND AT LOCATIONS 5HO~ ON PLANS -COLOR AND STYLE OF VENEER AND CAP TO BE DETERMINED BY O~ER. (s) R.V. STORAGE YARD PILASTER 34'-6" . 16' 30" , t., ,, , , I , .. ___ ·--' '' ' -·-·-··<:,., /;-------------~-, --.. ·-\1 .. ji/ -~----_:--,--'l ... .. -' i ' ··7 \_ ! ' ~ • ... =: -~: _____ r1·"i--_-~--__ :-., .. ~) ~ .I I . ' " ' ', I : :1 I ·I .. 1 .. ·, .. 1: ' ., I ' I II II Hi I I .r I . 1.: .... ,I ' ¾ ' ' ,I II 111111 . I. 11!1 fl ' Ii E " ' " · .. ·I·. I I' .· I I :jj .. ~-I :ii -l l'-c--'k lf =11 .J.. I. : ·. I-·r·, . 1· " ~ _l ~ 1, .... :f _ " .. IY ·: I , : ....._ . .' . . I F ::1··, I. <\) . l "-• ... r: ,, .. I .,.· -'Ji, ~ ',I ' ' ,' .. I '·. , ... I · .. . :··. J . --· ---.. ' . - I ' . [: . ... + . -1· I ,' '"'. " I i ( ; } i ,., " : r-" ,•:.. I 1 . I · ·. : . I · :-•, ::'~-., -.. -... --.. '• +±¥ ' l ··,: ·t ·. :· / .. " X :: . I. ·, ; ..... 1 · .. ,. • -_J_ --· ·--F '• I ' , I ;.~ I' . . I ' .J. . " . " !; Ii' lj " Ji!lli ' ' ,, ,, ,,, I NOTE, -GONTRAc. TOR 5HALL PROVIDE 5HOP DRAJ/IIIN55 FOR 5ATE5, -1/'lALL TO SE 5PLITFACE CMU SLOCK. -PILA5TER TO HAVE LED5ER STONE VENEER -1' <:,ATE MATERIAL 15 TUBULAR 5TEEL, JIIIITH A MAXIMUM PICKET 5PAGIN5 OF B-1/2" O.G., AND 6LAGK POJIIIDER GOAT FINl5H. -5HOP DAAJIIIIN55 FOR 5ATE MU5T SE APPROVED BY CITY PROJEGT PLANNER AND OJIIINER'5 REPRESENTATIVE. t., I ,I /I ~i ' ' II 16 I .. 1 11 1 11 1111 llr-I' 11 I i .. ' ®---.. ~·· ,_,, -_·:::. '· 1 f--..-.---,..-~ 7 9 ~ 12" k 1 7 I UJ I = r (D PREC,A5T CONCRETE V'IALL CAP ® CMU5PLIT FACE SLOGK Jl'lALL ® #4 VERT. RESAR AT 40" O.G. GENTER IN il'lALL (ALT. SEND5) 0 FINl5H 5RADE ® <10% GOMf'AGTED 5US5RADE ® GONGRETE FOOTIN5 0 #B TIE5 @ IE:>" O.G. ® PILA5TER (5EE DETAIL A, THl5 5HEET) ® TOP OF SERM NOTE, -Y'IALL AND GAP COLOR TO BE DETERMINED BY OY'INER -YIIALL SHALL SE 4' TALL IN Y'IASH/PAD DUMP AREA. -SEE SECTION B-B ON SHEET 4 OF CIVIL PLANS, DY'IG 4Bb-lA ©R.V. STORAGE YARD Y'!ALL -PERIMETER ~ , , 7 ~ 1111 ~ ==I-f I \ \ _J_ --f-. \ I \ 3 I .,·1. ···1" .,, . ·t· .+ · 1 ·; 1 .. ·., , /••· ·j,, ·. . '· :1 -JI +. :. ·J .. '. :1 •, .' I !•,,' . : I :-f· · I 1..., . .. I• ..... 1· . ,· 1 :··1 ', .·· L . ):· .. ,1· ... •.'1 .. ,:· 'I ,', I•,., ·r . ,',•J .,,•, . I ,, : r.·: ·.:.1 . , .. -·I " 1: ... · .. F .... · r· .· r .' I .1 ,:, .J ... -1 '.· ·' '1 . 1•,:· I •,· · I· . ':: .I :-: . ·I , ... J .· .:·-r ., : I . ., I 2 I 2 0 PILASTER-SEE DETAIL A. 0 SPLITFAC..E C..MU YIIALL- SEE DETAIL B. 0 lb' Y'IIDE ENTRY GATE 3 7 () I 9 IJJ G) PREGA5T GONCRETE Jl'lALL CAP © CMlJ 5PLIT FAGE BLOCK Jl'lALL ® #4 VERT. RESAR AT 40" 0.G. CENTER IN Jl'lALL /ALT. SEND5) 0 FINl5H 5RADE ® <10% COMPACTED 5US5RADE ® GONGRETE FOOTIN5 0 #9 TIE5 @ IE:>" O.C. ® PILA5TER (5EE DETAIL A, THl5 5HEET) "-l ® TOP OF SERM ~ NOTE, -Y'IALL AND GAP COLOR TO BE DETERMINED BY OY'INER -SEE SECTION A-A ON SHEET 4 OF CIVIL PLANS, DY\16 48b-lA @ R.V. STORAGE SCREEN Y'!ALL -Y'!EST SIDE G) MORTAR CAP ® CMU SPLIT FACE 6LOGK l'IALL ® "4 VERT. F<E6AA AT 40" 0.C • CENTER IN l'W.L (ALT. 6ENDS) CD FAVER @) C,OMFAC,TED/ROLLED SANDBED NOTES, @ GRAVEL BASE G) SUBGRADE @ 2"X4" f"J.OOD PERIMETER ON 3 SIDES (NOT AGAINST C,URl3) I. PROVIDE TIGHT JOINTS, SV'lEEF C,LEAN SAND INTO ALL JOINTS. 2. PERMEABLE PAVER SHALL BE BELGARD EC,O DUBLIN C,OBBLE, C,OLOR, "FOUNDRY". INSTALL FER MANUFAC,TlJRER'S REC,OMMENDATIONS. :3, SAND, GRAVEL BASE DEPTHS AND SUBGRADE C,OMFAC,TION SHALL BE FER THE GEOTEC,HNIC,AL SOILS ENGINEER'S REC,OMMENDATIONS. ® R.V. STORAGE AREA GATE ELEVATION (c) R.V. CARY'!ASH PAD DIVIDER Y'!ALL @PAVERS ON SAND NTS , VARIES FER FLAN (j) FINISH ~E AT L.AV,N. @COMPACTED EXISTIN6 SOIL @ S" OEP'Tll DECOMPOSED GRANITE, (05). SUElMIT SAMPLE FOR APPROVAL, COMPACT ANO ~ Sl-'OOTH I LEVEL. @ 2X4Xle PRESSIJ~ Tl'll:ATEO MOO STAKS-POINTED. LOCATE AT ALL 5FI.ICES, WRNERS, ANJ:> AT 5' INTERVALS MAX. @) 2X4 PRESSURE Tl'll:ATED i'iOOO !EXCEPT FOR 11JRN5 I CURVl:S). (2) EACH l"X4" i<EOr.700 LAMINATE IN CURVES OVER 4' RADIUS. (6) EACH 1/4' X 4" PRESSURE Tl<!:ATED MOO J.AMINATE IN GURVl:S 4' RADIUS 4 UNOER. @(2! ISALVANIZW NAILS. LEN5TH A5 REGIUl~O. G) FINISH 5RAOE IN ISROUNOCOYER OR MULCH A~S. NOTE!;, ALL 11'1:)00 SHALL BE CONSTRUCTION ~E l<EOr.700. HfAOfR STOCK SHALL 81: LENISTH5 OF 10' MINIMUM, NAIL HEAOfR5 TO STAKES l'IITH (2) GALVANIZED NAILS. U5E SPLICE Pl.ATES (l"X 4"X:24"J AT ALL EllJ'TT JolNT5 CEN'Tl:RED ON THE JolNT 4 NAILW TO EACH HEADER l'IITH (4) 100 6AKVANIZW NAILS. @DECOMPOSED GRANITE PATH NT5 !"ER PLAN =,, Tl=FtMINAL DOl-1E GAP RAIL END SLEEVE OR SYED6E CONNECTION (ALT) SELVA6E Ii!" TOP RAIL TENSION 6AR 2i!" TEF<MINAL POST TENSION 6AND C.A.~IA6i: BOLT$ 4 NUTS BOTTOM q 6AU6E 'TENSION V"I.IRE q 6A FA6F<IC I~" LINE POST 21" X 24" DOMED C.ONC.RETE FOOTIN6 LINE: POST C.AP ALL MATERIAL. TO 6c GALVANIZED, YIN"T"L COATED. COLORS, 6L.AGK CD CHAIN LINK FENCE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS 1>-1-SDSC,4 LAWs . o,,, ' '7, > ~ ADL PLANNING --- ASSOCIATES __ _ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" C A R L S B A D, C A. 9 2 0 0 8 (160) 7 29-8 6J 7 FAX: {7 6 0) 7 2 9-8J2 4 DATE: 4-21-IS JOB NO.: 21::llfl SCALE: DRAWN BY: 1/2<1/lb DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL "AS-BUILT " EXP. _____ DATE REVIEWED BY: INSPECTOR DATE I S~ET I CITY OF CARLSBAD ~ PLANNING DIVISION 0 C..ONSTRUC..TION DETAILS RANCHO CARLSBAD R.V. LOT RELOCATION . DWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVWD BY: MS 09-04 DRAWING NO. 486-1 L L-----------------------------------'-----------==-------=============--=============================================================:::....1 {f) I _J IRRIGATION NOTES I. IRRl5ATION PLAN 15 DIA5RAMMATIC. ALL IRRl5ATION EGIUIPMENT SHALL BE LOCATED IN PLANTINe AREAS ONLY, UNLESS NOTED OTHERJ/1115E. REFER TO THE IRRl5ATION LE5END AND DETAILS FOR EGIUIPMENT AND INSTALLATION. 2. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EGIUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO J/IIORK OF THIS SECTION. S. A. ALL RISERS SHALL BE P.Y.C. SCHEDULE 80. 13. ALL PIPE FITTIN55 SHALL BE P.V.C. SCHEDULE 40. 4. A. ALL J/IIIRE SHALL BE AN5-UF, DIRECT BURIAL TYPE, AND ALL SPLICES AND CONNECTIONS SHALL BE MADE J/IIITH PEN-TITE CONNECTORS OR EGIUAL. EACH VALVE ON A CONTROLLER SHALL HAVE A SEPARATE J/IIIRE COLOR. ALL J/IIIRES SHALL BE INSTALLED J/IIITH TJ/IIO (2) FEET OF EXCESS J/IIIRE (COILED) AT THE END OF EACH J/IIIRE RUN. 13. CONTROL J/IIIRE SHALL BE BUNDLED AND PLACED BENEATH MAINLINE. C. PROVIDE PVC 5LEEVIN5 FOR J/IIIRES UNDER ALL PAVED AREAS J/IIIDER THAN FOUR FEET AND THROU5H ALL MASONRY J/IIALLS. PVC SCH. 40, TJ/IIICE DIAMETER OF MAINLINE (MIN. 24" COVER) 5. CHECK VALVES SHALL BE USED J/IIHERE INDICATED AND J/IIHERE NECESSARY TO PREVENT J/IIATER FLOJ/11 FROM LOJ/IIER ELEVATION HEADS J/IIHEN SYSTEM 15 TURNED OFF. 6. ALL PRESSLJRE MAINLINES SHALL BE El5HTEEN (le,) INCHES DEEP, AND ALL LATERALS TJ/IIELVE (12) INCHES DEEP. TRENCH BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMA5E IRRl5ATION PIPE OR EGIUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR SHALL PERFORM REGIUIRED REPAIRS AT HIS OJ/IIN COST. 1. ALL AUTOMATIC VALVES SHALL BE LOCATED J/IIITHIN SHRUB AREAS AND INSTALLED IN 5REEN VALVE BOXES, ONE VALVE PER BOX, J/IIITH FOUR (4) INCHES OF PEA 5RAVEL BENEATH THE VALVE. 5ATE VALVES SHALL BE LOCATED IN 5EPARATE VALVE BOXES. ALL VALVE BOX LIDS TO SE FLUSH J/111 TH 5RADE 8. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED J/IIITH P.V.C. 5GHEDULE 40 TJ/IIICE THE DIAMETER OF THE SLEEVED LINE J/IIHERE IT PASSES UNDER PAVED AREAS. "I_ CONTROLLERS SHALL BE SIZE AND TYPE AS NOTED, AND INSTALLED J/IIHERE INDICATED ON IRRl5ATION PLAN. CONTROL J/IIIRES SHALL BE SLEEVED IN ELECTRICAL CONDUIT TO MAINLINE. 120 VOLT SERVICE TO CONTROLLER SHALL BE BY THE OJ/IINER. CONTRACTOR SHALL COORDINATE POJ/IIER SOURCE J/IIITH 5ENERAL CONTRACTOR/CIVIL EN51NEER. 10. PRIOR TO 13ACKFILLIN5 IRRl5ATION TRENCHES, A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 P.5.1. FOR A PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVIN5 THE LEAKIN5 PIPE OR FITTIN55 AND INSTALLIN5 NEJ/11 MATERIAL IN ITS PLACE. 13. ALL LATERALS SHALL BE PRESSURE TESTED AT DE515N PRESSLJRE FOR ONE HOUR. II. IRRl5ATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY (60) DAYS AND SHALL J/IIATER ON A DAILY BASIS. 12. RAIN 5ENSOR5 SHALL BE REGIUIRED FOR 130TH TEMPORARY AND PERMANENT IRRl5ATION. IS. POP-UPS SHALL BE USED J/IIHEREVER J/IIITHIN 10' OF ANY HARDSCAPE, TURF, OR OTHER AREA J/IIHERE PEDESTRIAN TRAFFIC MAY OCCUR. 14. THRUST BLOCKS CON515TIN5 OF A MINIMUM OF I CUBIC FOOT OF CONCRETE (2,000 PSI) SHALL BE INSTALLED AROUND MAINLINES S" AND ABOVE AT ELBOJ/115 AND POINTS OF CHANeE IN DIRECTION. SEE DETAIL e ON SHEET L-5. TEMPORARY IRRIG-ATION NOTES: I. CONTRACTOR SHALL SE REQUIRED TO PROVIDE SUPPLEMENTAL IRRIGATION, IF NEC.ESSARY, IN ORDER TO ENSURE SEED GERMINATION AND PLANT ESTABLISHMENT. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS - ADL PLANNING ASSOCIATES __ _ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" C A R L S B A D, C A. 9 2 0 0 8 060)729-8637 FAX,060)729-8324 DATE: 4-21-15 JOB NO.: 21::lle SCALE: 1,40 DRAWN BY: REMOTE CONTROL VALVE CALLOUT CONTROLLER IDENTIFIEF'. xx.x VALVE SIZE ------ MTER et'C?ffT GAi an .t.TfQNi, PLANTIM :?:CA MTER BUD6ET = (leT0)(0h2) [(0.1)(LA) + (0.S)(5LA)] • (41)(0,62) [(0.1)(64,01>1>) + (0.S)(0)] • (2q.14) (44h61h + o) = l,901;l61.02q 6ALL0N5 PER YEAR Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG • ffllMAlFP IQIAL MJ1!!8 Uf«! C Al rJVulQNI• PL.ANT]N6 AREt: ETl"<U = [(le'ro)(0h2!l(t=F x HA • IE) + SLA] REVIEWED BY: INSPECTOR = [(41)(0.62)] [(0.5 X 64,0!>!> • 0.115) + 0] • (2q,14) (41,641.oq + o ) = l;l04,e54.4 6ALL0N5 PER '!'EAR "AS-BUILT " EXP. DATE DATE F:;~~:=~~6-----j--f--------------+---+---1---+----l w CITYPLA~!NG ~l¾s~~SBAD IRRl6ATION PLAN AND NOTES RANCHO CARLSBAD R.V. LOT RELOCATION t------t---+--------------------t----+-------4---+----I I A_P_P_R_o_vE_D ___ ~,/~ .,,,~ r,.___L_-=~="-'I...__ , __ _ /~ 4 t:::tl-otr PLANNING DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: CHKD BY: __ ~ RVWD BY: PROJECT NO. MS 09-04 z,. ,~ ./ \,:> DATE DRAWING NO. 486-1 L 'T I _j IRRIGATION EQUIPMENT LEGEND: SYMBOL DE:5CRIPTION MANUFAC, TURE:R 24 STATION, E:XTE:RNAL t'iALL MOUNTE:D CONTROLLER (CONFIRM 0 LOCATIONS >'IITI-t CONTRACTOR/CIVIL E:NGINEERJ HUNTE:R E:T 6ASE:D >'IE:ATHE:R SENSOR VII/ MOUNTIN<S ARM HUNTE:R (INSTALL PE:R MANUFAC.TURER~ RE:COMME:NDATION) $ RE:MOTE: CONTROL VAL YE HUNTE:R GUICK COUPLER VALVE, I", T'fP. >'IITH LOCKING COVER RAIN6IRD 0 GUICK COUPLER KE:Y", I" RAIN6IRD ~ BALL VALVE -LINE: SIZE IN VALVE eox SPE:ARS § PRE:SSURE: RE:DUCING VALVE HILKINS LATERAL LINE, SEE NOTES FOR PIPE: DE:PTH. PACIFIC PLASTICS --1--1-MAINLINE, 5E:E: NOTE:S FOR PIPE DEPTH. PAC.IFIC PLASTICS POTABLE: MAINLINE, PACIFIC PLASTICS -w --w -SE:E •NOTE: FOR PIPE: DE:PTH. 5LE:EVl:5, PAC.IFIC PLASTICS -----SE:E NOTE:S FOR PIPE: DEPTH. MODEL NUMBE:R i I-COREi IC-2400-M ISOLAR-SYNC-SE:N P<SV-I0I5-DC "44 LRC (I") "44 K (l"J 2122, OR APPROVED EGUAL MODE:L e,oo PVC SCH. 40 (5/4" c,nd above) PVC 5CH. 40 IPS (Up TO 1-1/2") CLASS 515 PVC (2" OR LAR<SER) PVC SCH. 40 PVC 5CH. 40. T>'IICE TI-tE DIAME:TER OF MAINLINE /MIN 24" COVER) I // n j/ ,,, j/ DE:TAIL SE:E: DE:TAIL E:, SHE:ETL-5 5E:E: DE:TAIL F, SHE:ET L-5 SEE DETAIL A, SHEET L--5 DETAIL K, SHE:E:T L-1!> SE:E DETAIL H, SHEET L-1!> SE:E DE:TAIL D, SHEE:T L-5 5E:E: DETAIL 6, SHE:E:T L-5 SEE DETAILS 6 I 5, SHEET L--5 SEE DETAIL 6, SHE:ET L-5 •NOTE:, POTABLE MAINLINE SHALL BE: 1e," DEE:P, AND MAINTAIN A MINIMUM 24" SEPARATION BE:"Tl'IE:E:N NON-POTABLE: t'iATE:R LINES. IRRIGATION HEAD LEGEND: SYMBOL DE:SCRIPTION MANUFACTURER/MODEL PSI RADIUS 5PM DE:51<J;;ES SPACING, DETAIL • 18" BUBBLER (FOR TREES) HUNTER / PCN-25 50 N/A .25 N/A 2-4' DE:TAIL C, SHE:E:T L--5 .11/ DETAIL I I J ~SUBSURFACE IRRl5ATION SYSTEM INETAFIM TECHLINE 50 TRICKLE 100' N/A 18" SHEET L-€> ' <D REGTAN6ULAR PLASTIC. VALVE eox YV LOC-KIN5' I · SOLT LID, PIJRPI-E IN G-OLOR FOR REG-1.AIMf:1' MTER, FINl&H ISRADE. i ELECTRIC-REMOTE CONTROL VALVE. 1 THREAOE;D PVG MALE .-6,0APT'E:R. Tt+ReADED PVC. SCH. 00 SHORT NIPf'LE:. VAR.IES -SEE IRRl6ATION NOTES FOR FOR. SOX TOP HE!~HT. PVC LATERAL LINE. FIFE -see 11'Rl6ATION NOreS i FOR PIPE DEPTH. ! PVG 5x5 rll'0° ELL. PEA 1.5RAVEL (2" DEF"TH). PVC, NIPPLE. PVC, 5xS sc+i. ao UNION. i'IIIRE CONNEGTOR=i. 12" DIAMETER LOOP. BRICK VALVE eox $1.JPPORTS. PVC TEE OR l=LL PVG MAINLINE -5EE IRRl6ATION NOTES FOR PIPE DEPTH. A. REMOTE CONTROL VAL VE N.T.S. 0VALVl'e60X © PRESSURE fU:eULATOR G) FINISH 6RAOE © TO POINT GONNEGTION G) P\/C MAINLINE: © PEA 6RAVf:L (2" DEPTH) G) eFtlCK SUFFORT (4n MINJ ONE AT EACH OTHER @Pvc UNION ®NAT1Vc51J!l61'<AC)E @ PVG NIF'PLE @ MALE AOAPTER ® PvC MAINLINE:-SEE IR!tlc;ATION $PEG'$ FOR. PIPE DEPTH NOTE, SEE PRESSURE CALCULATIONS A FOR PRESSURE SETTIN6. CONFIRM PROPER FLOll'l AT NOZZLES AND HEADS, AND ADJUST REGULATOR ACCORDIN<S,L Y. NOTE:, 6"MIN. Q) FINISH <5,RADE @ LATERAL LINE 0 ® CONTROL 1/'llRES BACKFILL @ PRESSURE SUPPLY LINE *INSTALL CONTROL WIRES ON THE UNDERSIDE OF PRESSURE SUPPLY LINE. *MAINTAIN 24" SEPARATION BETWEEN IRRl<S,ATION MAINLINES AND POTABLE 1/'lATER LINES. B. PIPE TRl=NCHING IN LANDSCAPE N.T.S. <J A--------EXISTING 6UILDING OR PE:RIME:TE:R t'iALL -----AUTOMATIC CONTROLLE:R (MOUNTING PE:R MANUFACTURER~ SPE:CIFICATIONSJ ·'.ls=s'------METAL STRAPS -1--------PVC SCH. 40 CHASE: ~--SCH. 40 PVC ~0° S>'IE:EF' ELL PAINT CONTROLLE:R, METAL STRAPS, AND SCH. 40 CHASE: A60VE <&RADE:) TO MATCH ADJAC,E:NT >'!ALL COLOR CD <5,EAR DRIVEN ROTOR/ POP-UP 5PRAY HEAD {l) FINl5H 6RADE @ LATERAL LINE PIPE @) TEE IN LATERAL LINE PIPE 9/4" X 2" 5CH. e,o NIPPLE MIP X FIP 5TREET ELL (2 REQUIRED) 12" 5CH. e,o NIPPLE MIP X FIP 5TREET ELL C. POP-UP ROTOR I SPRAY HEAD ~ <'-11-t---! 2 OOJr:ld CD MODEL, SOLAR 5YNC 5EN50R l"lALL (MOUNT IN LOCATION MRE SENSOR CD CAN RECEIVE FULL 5UN, 15 OPEN TO RAINFALL AND OUT OF SPRINKLER SPRAY PAmRN) r'z\ CONDUIT FOR SOLAR 5YNC \::V COMMUNICATION ll'llRE TO CONTROLLER OR 12" ElELOJ/'l GRADE IA\ COMMUNICATION J/'llRE TO '(:':_) CONTROLLER. MAXIMUM TOTAL ll'llRE DISTANCE, 200 FEET D. PRESSURE REGULATOR N.T.S. E. EXTERIOR Y'IALL MOUNT CONTROLLER N.T.S. F. Y'IEA THER SENSOR N.T.S. / / \ ! CD GONCIOETe ,._ST 61.0GK (4iO-C~2000) @ 6ASKET FITTIN6 ® PVC ea..L REOUCER 0 UNDISTIJl<eED SOIL G. CONCRETE THRUST BLOCKS N.T.5. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS ADL PLANNING --- ASSOCIATES~~ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE '"C" C A R L S B A D, C A. .9 2 0 0 8 (760)729-6637 FAX:060)729-BJ24 DATE: 4-21-15 JOB NO.: 2191e SCALE: 1,40 DRAWN BY: PRESSURE CALCULATIONS A R!n<lt!I Conlrcl ll•lll• POC/W1!or Mmr 3 M••· Domand (GPl.4): Pmn1.na A.vi11llebh;i: l\1AIMI..INENAL \/EB: X. W.lor MG!al X Bocl<flow Cf!Ylo• X Ma•!Or \/a!Vo X fl.., Motl• Fll'a:00ura Ft1tclumu ---l'IC:V DH 1...F .. cr ,s:a C l.F., cl 2" 0 L.F, cf 11/2" MairJlrm MElll"IIIFlU Milrillne S"biotol Mal,llnolll•lvo '~81 Lo .. : LATERi\L LINES: ---u=. d 2" !.Etsral @ L.F. !ll 1112' l•:11ral@ ----L.f. nl 1114" Lowml@ 183 L.F, fl 1" L•torol@ 1114 L.F. ol 314" Labaro!@ Bubtclol Lo!sral Lino PSI Looi: Loll Thru FIiing• (10%) !leM 12,5 12.5 12.5 12.5 12,5 12.5 12.5 12.5 12.5 3 Tomi Elov. Ch•ns• Bubt<tlal Svalom Flll loSB: TOT AL PilESSURE Al/Al I.ABLE: .susrorAJ. SYSTEM LOSS: PRESSURE R!:QUIR!:ll AT HEAD: TOTAi. PRESSURE LOOS EB: RESIDUAL WATE Fl 1'00:S/ll.lRE 2!1.8 3~.o J.llllJi • _ _,.t_..!l • __ o.,.a.o , --"o._.o -_....,,;o,;-.o 20.0 2,0 ,. __ ,.a,c'2 • _ _...0,.;-0 • --'o"'.o"" 22.2 1.3 25.6 ec.o 66.8 2'\.4 •• PRE:SSURE: RE<SULATOR SHALL BE: SET AT 60 PSI. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION TEMPORARY IRRIG>ATION NOTES: I. CONTRACTOR SHALL BE REQUIRED TO PROVIDE SUPPLEMENTAL IRRl5ATION, IF NECESSARY, IN ORDER TO ENSURE SEED 5ERMINATION AND PLANT ESTABLISHMENT. Call: TOLL FREE 1-800 422-4133 REVIEWED BY: "AS-BUILT EXP. " DATE TWO WORKING DAYS BEFORE YOU DIG INSPECTOR DATE DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CITY OF CARLSBAD PLANNING DIVISION IRRl5ATION PLAN, LE5END, ¢ DETAILS RANCHO CARLSBAD R.V. LOT RELOCATION I APPROVED PLANNING DWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: MS 09-04 DATE DRAWING NO. 486-1L rn :II: _J <( I= ili :::) IJ) U) I _J i. lie 11•·. I r SPECIFICATIONS SECTION 02810 -IRRl.,,ATION SYSTEM PART I -"'ENER.AL I.I. RELATED DOCUMENTS, I.I.I. DR.AY";INGS AND .,,ENER.AL PROVISIONS OF CONTRACT, INCLUDIN"' .,,ENER.AL AND SUPPLEMENTARY CONDITIONS AND DIVISION-I SPECIFICATION SECTIONS, APPLY TO y,;QRK OF THIS SECTION. 1.1.2. CITY OF CAR.L56AD LANDSCAPE MANUAL. 1.1.9. CAR.L56AD MUNICIPAL MTER DISTRICT$ STANDARD SPECIFICATIONS FOR MTER SEY";ER AND RECYCLED FACILITIES. ' 1.1.4. COUNTY OF SAN DIE.,,o DEPARTMENT OF ENVIRONMENTAL HEALTH, RECYCLED Y";ATEKPLAN CHECK AND INSPECTION MANUAL, DATED DECEMBER, 1'1<11. 1.2. DESCRIPTION OF v;oR.K, 1.2.1. THE y,;QRK CONSISTS OF FURNISHIN"' LABOR, TOOLS, MACHINERY, MATERIALS, AND PROCESSES REQUIRED TO COMPLETE THE SPRINKLER IRRl.,,ATION SYSTEM DESCRIBED HEREIN AND SHOY";N ON THE DR.AY";IN.,,s. 1.2.2. THE INTENT OF THE DR.AY";INGS AND SPECIFICATIONS 15 TO INDICATE AND SPECIFY A COMPLETE SPRINKLER SYSTEM, INSTALLED READY FOR USE l";ITHOUT FURTHER COST IN LABOR OR. MATERIALS TO THE OY";NER, AND COMPLYING l";ITH ALL APPLICABLE CODES SPECIFICATIONS AND ~~~ ' 1.9. QUALITY ASSURANCE, 1.9.1. SUSCONTRACT y,;QRK TO A SINE.LE FIRM SPECIALIZING IN IRRl6ATION y,;QRK. CONTRACTOR SHALL POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE v;oRK OF THIS CONTRACT INCLUDIN.,, A C-21 LANDSCAPING LICENSE. 1.4. 5USMITTAL5, 1.4.1. PRODUCT DATA, 1.4.1.1. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT CATALO6 DATA AND FULL DESCRIPTIVE LITERATURE FOR APPROVAL OF ITEMS DIFFERENT THAN THOSE SPECIFIED. APPROV- AL OF ANY ITEM, ALTERNATE OR SUBSTITUTE, INDICATES ONLY THAT THE PRODUCT/SJ APPARENTLY MEET THE REQUIREMENTS OF THE DR.AY";IN65 AND SPECIFICATIONS ON THE SASIS OF THE INFORMATION OR. SAMPLES SUBMITTED. 1.4.1.2. THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED SY NAME IN THE DR.Av;IN"'S AND SPECIFICATIONS. NO SUBSTITUTION Y";ILL SE ALLOv;ED l";ITHOUT PRIOR l";RITTEN APPROVAL SY CITY, THE LANDSCAPE ARCHITECT, OR THE OY";NER'S AUTH- ORIZED REPRESENTATIVE. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED l";ITHOUT THE PRIOR Y";RITTEN APPROVAL SY THE LANDSCAPE ARCHITECT MAY SE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE AND REPLACE SUCH MATERIALS FR.OM THE SITE AT.HIS OY";N EXPENSE. 1.4.2. RECORD DR.AY";IN<S,5, 1.4.2.1. PRIOR TO INITIATION OF IR.R.lcS,ATION v;oRK, THE LANDSCAPE CONTRACTOR SHALL REQUEST FROM THE Ol";NER, Tl";O BLUEL.INE SETS OF IRRl6ATION PLANS AND A REPRODUCIBLE SET OF IRRSATION PLANS FOR THEIR USE IN PREPARIN6 THE AS-BUil-T REC.ORD DRAY";IN<S,5. 1.4.2.2 AS BUILT REC.ORD DRAl";IN<S,S SHALL INCLUDE ALL FIELD REVISIONS TO THE IRRl6ATION SYSTEMS AND THE FOLLOl";IN6, -MTER METER / POINTS OF CONNECTION -ELECTRIC.AL METER -CROSS CONNECTION CONTROL STATION c BACKFL.O1"1 ASSEM6L. Y -AUTOMATIC. CONTROLLER ASSEMBL. Y -AUTOMATIC. CONTROL VALVES -REMOTE CONTROL VALVES W STATION DESl5NATION -ISOLATION AND aUIC.K COUPLING, VALVES -PRESSURE SUPPLY LINE ROUTE -CONTROL l";I RE ROUTE -SLEEVING, UNDER VEHICULAR USE AREAS FINAL AS-SUIL T PLANS l";ILL BE REQUIRED TO BE REVIEY";ED AND APPROVED BY THE CITY AND FINAL PLANS l";ILL BE REQUIRED TO BE APPROVED AND 5I,S,NED BY THE CITY PRIOR TO RELEASE OF SECURITIES. 1.4.2.9. IMMEDIATELY UPON THE INSTALLATION OF ANY BURIED PIPE OR EaUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE DRAY";IN55 THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE PROVIDED FROM Ty,;o SEPARATE 6IVEN PERMANENT OBJECTS SUCH AS BUIL.DIN55, SIDEY";AL.KS, CURBS, AND DRIVEMYS. 1.4.2.4. PRIOR TO FINAL ACCEPTANCE OF v;oRK, THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT A COMPLETE SET OF AS-BUil-T DRAV'!IN6S IN A REPRODUCIBLE FORMAT. 1.4.2.5. UPON APPROVAL FROM THE CITY OF CARLSBAD, ALL FIELD REVISIONS SHALL BE. REC.OR.OED ON THE REC.ORD MYLAR DRAY";IN6S AND RESUBMITTED TO THE CITY OF CARLSBAD. 1.4.9. CONTROLLER CHARTS, 1.4.9.1 A SET OF CONTROLLER CHARTS SHALL SE SEC.UR.ED ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER THE CONTRACTOR SHALL PREPARE A COLOR-CODED CHARTS SHOI"; THE VALVES, MAINLINE, AND SPRINKLER HEADS SERVICED SY THAT PARTICULAR CONTROLLER. 1.4.9.2. V'V IN EACH CONTROLLER, EACH VALVE SYSTEM SHALL SE IDENTIFIED SY A UNIQUE COLOR 1.4.9.9. ALL VALVES SHALL SE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DR.AY";IN.,,S. ONLY THOSE AREAS CONTROLLED SY THAT CONTROLLER SHALL SE SHOY";N. 1.4.9.4. CONTROLLER CHARTS SHALL SE A PLOT PLAN, ENTIRE OR PARTIAL, SHOY";IN<S, BUILDIN<S,5, v;ALKS, ROADS AND v;ALLS. A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS NECESSARY AND LE<S,ISLE IN ALL DETAILS, SHALL SE MADE TO A SIZE THAT l";ILL FIT IN THE CONTROLLER COVER 1.4.9.5. THIS PRINT SHALL SE APPROVED SY THE LANDSCAPE ARCHITECT OR THE OY";NER'S AUTHORIZED REPRESENTATIVE AND SHALL SE HERMETIC.ALLY SEALED SETY";EEN Tv;o PIECES OF TEN MIL. THICK PLASTIC. 1.4.4. EQUIPMENT, KEYS, MANUALS 4 CERTIFICATIONS, 1.4.4.1. UPON COMPLETION OF THE CONTRACTOR'S MAINTENANCE PERIOD, THE CONTRACTOR SHALL PROVIDE THE FOLLOY";IN<S, EQUIPMENT, (2) STANDARD QUICK COUPLING, KEYS AND MATCHING, Sl";IVELS FOR POTABLE Y";ATER IRRl<S,ATION SYSTEMS. · (2) ACME THREAD QUICK COUPLING, KEYS AND MATCHING 51";IVEL5 FOR RECYCLED MTER IRRl6ATION SYSTEMS. (2) SETS OF TOOLS REQUIRED FOR SERVIC.IN6 AND/OR ADJU5TIN6 EACH SPRINKLER AND VALVE TYPE. 1.4.4.2. THE CONTRACTOR SHALL PROVIDE Ty,;Q SETS OF KEYS FOR EACH CONTROLLER ENCLOSURE. 1.4.4.9. THE CONTRACTOR SHALL PROVIDE Tl";O SETS OF SERVICE MANUALS FOR ALL IRRl6ATION EQUIPMENT INSTALLED. 1.4.4.4. SACKFLOI"; PREVENTERS SHALL SE TESTED SY A CERTIFIED TESTER. AND THE RESULTS MUST SE GIVEN TO THE OY";NER AND MTER DISTRICT. 1.4.5. ,s,UARANTEES, 1.4.5.1. CONTRACTOR SHALL FURNISH A l";RITTEN GUARANTEE IN ACCOR.DANCE l";ITH THE GENER.AL CONDITIONS, FOR. A PERIOD OF ONE (I) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND CON- CLUSION OF THE MAINTENANCE PERIOD. GUARANTEE SHALL COVER THE COMPLETE IRRIGATION SYSTEM, INCLUDJN.,, 5ETTLIN5 OF THE SAC.KFILL IN TRENCHES AND REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMA6ED THEREBY OR THEREFROM. 1.4.5.2. MANUFACTURER'S v;ARR.ANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH MRRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. PART 4 -PRODUCTS 4.1. IRRl6ATION PIPE AND FITTINGS, 4.1.1. COPPER PIPE AND FITTINGS, 4.1.1.1. PIPE SETY";EEN THE METER AND THE SACKFLOI"; PREVENTION ~VICE SHALL SE HARD COPPER, TYPE "K". 4.1.1.2. FOR COPPER TUSING, ANSI S 16.22 l";ROUGHT COPPER OR CAST SR.ASS, RECESSED SOLDER JOINT TYPE FITTIN55. 4.1.2. SR.ASS PIPE AND FITTINGS, 4.1.2.1. SR.ASS PIPE, SR.ASS PIPE SHALL SE IPS STANDARD Y";EIGHT 125 POUNDS, % RED SR.ASS. 4.1.2.2. SR.ASS PIPE FITTINGS AND CONNECTIONS, STANDARD 125 POUND CLASS 85 % R.ED SR.ASS FITTINGS AND CONNECTIONS. 4.1.9. POLYVINYL CHLORIDE {PVC,) AND FITTINGS, 4.1.9.1. ALL ON-SITE REC,YC,LED Y";ATER IRRIGATION PIPING, AND ON-SITE POTABLE MTER PIPING INSTALLED UNDER THIS DESIGN SHALL SE IDENTIFIED IN AC,C,OR.DANC,E l";ITH THE DISTRICT'S STANDARD SPEC,IFIC,ATIONS. 4.1.9.2. ALL ON-SITE REC,YCLED Y";ATER PIPIN6 SHALL BE PURPLE COLOR.ED PVC, C,ONTINUOUSL Y STENCILED ON OPPOSITE SIDES OF THE PIPE Y";ITH THE y,;QRDS 'C,AUTION R.EC,YC,LED MTER'. PACIFIC, PLASTIC, C-T'C,LE SLOY'I RECYC,LED MTER PIPE OR EQUAL. 4.1.9.9. PRESSURE SUPPLY LINES, FOR PIPING UPSTRl::AM OF REMOTE CONTROL VALVES AND QUIC,K C,OUPLERS. ALL Ty,;Q (2) INCH AND LAR6ER SIZED PIPE SHALL SE CLASS 915 POLYVINYL C,HLORIDE (PVC,). ALL 1-1/2 INCH AND SMALLER SIZED PIPE SHALL SE TYPE I, GRADE 2, DESIGNATED AS PVC, 1220, 5C,HEDULE 40. 4.1.9.4. FOR IRRl<S,ATED AREAS l";ITHIN A HOME OY";NER'S ASSOCIATION MAINTAINED AREA, ALL NON-PRESSURE PIPIN6 DOl";NSTREAM OF REMOTE C,ONTROL VALVES, TYPE I, <S,R.ADE 2 /IMPACT MODIFIED), AS DESl<S,NATED A5 PVC 1220, C,LASS 200, /SDR 21), CONFORMING, TO COMMERCIAL STANDARDS CS 256-69. 1/2" PURPLE PIPE 15 NOT PERMITTED. /FOR RECYCLED MTER) 4.1.9.5. IDENTIFIC,ATION, FUF<NISH PLASTIC, PIPE C,ONTINUOUSLY AND PERMANENTLY MARKED l"IITH FOLLOY";ING INFORMATION, MANUFAC,TURER'S NAME OR TRADE MARK, SIZE, C,LASS AND TYPE OF PIPE, v;oR.KINcS, PRESSURE AT 19.4 DE6R.EES F., AND NATIONAL SANITATION FOUNDATION /NSF) RATING. 4.1.9.6. SLEEVES SERVIC,IN<S, MTER LINES AND ELEC,TRICAL CONDUIT SHALL SE SCHEDULE 80 PVC,, 4.1.9.1. POLYVINYL CHLORIDE PIPE FITTIN<S,5 AND C,ONNECTIONS, TYPE II, 6RADE I, SC,HEDULE 40, Hl6H IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIR<S,IN C,OMPOUNDS AS SPECIFIED FOR PIPIN6 TAPER.ED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT v;ELD OR SCR.EY";ED CONNECTIONS. MACHINE THREADED FITTIN<S,5 AND PLASTIC SADDLE AND FLAN<S,E FITTIN<S,5 AR.E NOT ACC,EPTASLE. FURNISH FITTIN5S PERMANENTLY MARKED l";ITH FOLLOl";IN<S, INFORMATION, NOMINAL PIPE SIZE, TYPE AND ¼HEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION /NSF) _SEAL OF APPROVAL. PVC, FITTING, SHALL CONFORM TO ASTM D2464 AND D2466. 4.1.9.8. SOLVENT e,EMENTS SHALL COMPLY l";ITH ASTM D2564. SOCKET JOINTS SHALL SE MADE PER RECOMMENDED PROCEDURES FOR JOINING PVC PLASTIC PIPE AND FITTINGS l";ITH PVC SOLVENT CEMENT SY THE PIPE AND FITTING MANUFACTURER AND PROC,EDURES OUTLINED IN THE APPENDIX OF ASTM D2564. 4.1.9.<I. THREAD LUSRIC,ANT SHALL SE TEFLON RISSON-TYPE, OR APPROVED EQUAL, SUITABLE FOR THREADED INSTALLATIONS AS PER MANUFACTURER'S RECOMMENDATIONS. 4.1.9.10. NO C,LOSE NIPPLES SHALL SE USED. · 4.2. VALVES, 4.2.1. MASTER C,ONTROL VALVES, 4.2.1.1. MASTER C,ONTROL VALVES SHALL SE AS SPEC,IFIED IN DRAY";INGS. 4.2.1.2. MASTER CONTROL VALVES SHALL NORMALLY CLOSED VALVES AND OPERABLE MANUALLY l";ITHOUT ELEC,TRICITY. 4.2.2. REMOTE C,ONTROL VALVES, 4.2.2.1. REMOTE C,ONTROL VALVES SHALL SE AS SPECIFIED IN DR.AY";INGS. 4.2.2.2. VALVES SHALL BE OPERABLE MANUALLY l";ITHOUT ELEC,TRICITY. THE VALVE SHALL HAVE A PRESSURE REGULATING MODULE CAPABLE OF RE6ULATING OUTLET PRESSURE BETY";EEN 15 AND 100 P.5.1. (+ 5 P.S.I). MODULE SHALL HAVE AN ADJUSTING, SC,REY"; FOR SETTING PRESSURE AND A SCHRADER VALVE CONNECTION FOR MONITORING PRESSURE. PRESSURE REGU- LATOR SHALL SE ADJUSTED AT EACH VALVE FOR PROPER DOY";NSTREAM PRESSURE REQUIRED. 4.2.9. QUICK COUPLING VALVES, 4.2.9.1. QUICK COUPLING VALVES SHALL SE I" SIZE, SR.ASS AND AS SPECIFIED ON THE DR.AY";INGS. 4.2.9.2. QUICK COUPLING VALVES SERVIC,IN6 POTABLE MTER IRRIGATION SYSTEMS SHALL HAYE A STANDARD KEY AND SODY l";ITH LOCKING YELLOI"; RUSSER COVER. 4.2.9.9. QUICK COUPLING, VALVES 5ERYICIN6 RECYCLED MTER IRRIGATION SYSTEMS SHALL HAVE AN ACME THREADED KEY AND BODY l";ITH LOCKING FURPLE RUSSER COVER COVER SHALL SE MARKED "DO NOT DRINK" IN SPANISH AND ENGLISH. 4.2.9.4. QUICK COUPLING, KEY SHALL SE OF BR.ASS/SRONZE l";ITH A HOSE 616 ASSEMBLY. SUPPLY Ty,;Q (2) HOSE SIB ASSEMBLIES FOR EACH TYPE OF QUICK COUPLIN6 VALVE USED. 4.2.4. SALL VALVES, 4.2.4.1. SALL VALVES SHALL SE AS SPECIFIED IN DR.Al";IN<S,S. 4.2.5. CHECK VALVES, 4.2.5.1. CHECK VALVES AND/OR ANTI-DRAIN VALVES SHALL SE REQUIRED TO PREVENT LOY"; HEAD DR.AINA<S,E OF IRRIGATION v;ATER FR.OM SPRINKLER SYSTEM DUE TO CHANGES IN ELEVATION 4.2.5.2. CHECK VALVES SHALL BE HUNTER HGV-SERIES. 4.9. VALVE AND PULL BOXES, 4.9.1. REMOTE CONTROL VALVE BOXES FOR POTABLE Y";ATER IRRl<S,ATION SYSTEMS SHALL SE 10" X l<I' NOt,-1. PLASTIC, VALVE BOXES, MANUFACTURED SY AMETEK, PART #110106, OR EQUAL. 4.9.2. REMOTE CONTROL VALVE BOXES FOR RECYCLED MTER IRRIGATION SYSTEMS SHALL SE 10" X l<i" NOM.PLASTIC VALVE SOXES, MANUFACTURED SY AMETEK, PART #110191, OR EQUAL. 4.9.9. SALL VALVE SOXES FOR POTABLE MTER IRRIGATION SYSTEMS SHALL SE PLASTIC VALVE BOXES, MANUFACTURED SY AMETEK, PART #181104, OR EQUAL. i BLOCKED TRUE UNION BALL VALVE VALVE BOX -9EE IRRl<&ATION NOTE5 FINISH <&RADE SLIP END CONNECTORS SUPPLIED I/IIITHVALVE @) PVC MAINLINE-SEE IRRI<&. NOTE5 FOR PIPE DEPTH ®76 PEA <&RAVEL, 4" DEPTH 0 4" I/IIIDE BR.le.I< SUPPORT, ONE PLAc.ED AT EACH CORNER NOTE, VALVE SHALL HAVE A MIN. OF 4" CLEARANCE FROM THE BOTTOM OF THE VALVE BOX LID, AND 2" MIN. CLEARANCE FROM THE BOTTOM OF VALVE AND TOP OF 6RAVEL SUMP. 2 3 4 11 ,, • . <J ~--''_·_'---'~--_·_:_· _'>4·~· _.· •::,_. C...'-.c_·_; _<•~·---'--· ·~· ~/ 10 G) VALVE BOX 11111TH c.oVER 12" SIZE ® !<EMOTE CONTROL VALVE r:;\ Ml:5H SC,Rl:1:N \::'.,I FILTER 1',ITH CAP © FINISH <&RADE TOP @) S/4" ADJUSTABLE Pl<ESSUl<E ® S!',IVEL FITTIN<& 0 PVC SCH 40 MALE ADAPTER ® PVC LATERAL LINE ® BRICK SUPPORT AT EACH CORNER M PEA <&RAVEL SUMP \'.Y MINIMUMS" @ SI/IIIVEL FITTIN<& r,,;, PVC SCH 40 qo DE<&l<EE '-'3ELL @scH 40 TEE H. BALL VALVE N.T.S. I. DRIP LINE VALVE KIT N.T.5. 4 5 (i)PVe """""T"""""' FP @PVG SGH 40 TEE OR a. (TYPIGAL) 0 eARe X MAU; FITTIHS, r.'I RAIN BIRD XFF-MA FITTIN6 (TT'f'IG-ALJ \2J FLUSH POINT (TYPICAL) a\ SEE AAIH elRD ~AIL •.xrc, FUJeH POINT" \VPERl~OFAIEA ® FERIMETER CiRIPLINE F'IPE TO BE INSiALJ..E:C) 2"-4" f9:'(0M PEFllMETER Of" ARElt. 0 ON.-SUFtFAC:-E! DRIPLINe, 7 D<i?.IP MANIFOLD BVF<l,',J,.. 1'~ AAIN BIRD XF $ERie!, CiRIPLINE (TYPlc:;ALJ POTAeLE:, XFC,\/ DRIPLINE @ PVe """"-~ HeADER ® PVc, CRIP MANIFOLD FROM AAIN BIRD C.ONTROL %ONE V/ltJ..VE KIT (SIZEC.I TO MEET LATERAi. FLO~ DEMAND) @PVG SCH 40 RISER PIPE • XFCV Dripline Maximum Lateral Lengths (Feet) 12" Spaci~g 18" Spacing Inlet Pressure pai Nominal Flow (gph) Nominal Flow (gph) NOt1'S, I. U=N6TH Or LOH&EST DRIPLINE: LATI=RAL SH0ULP NOT~ Tf-11:; MAXIMUM 5PAC.IN6 SHO.-«H IN THI!: AC.COMP.ANT'IN6 TAel..f;, 2. rt-EN USIN6 l"lMM' l~T FITTIN6-5 VilTH DESl6N FRE56I.RE o,,,,'1:R !;iO P.!!,I, IT 15 ~ iliA.T 5TAINLE55 STEEL GLAMPS BE IN&TALLED ON EAC:-H FliTING-. J. ON SURFAC.E DRIFLINE 20 ,. 40 50 60 0,6 192 2B9 350 397 436 0.9 0.6 0.9 136 2'4 215 205 402 337 24!! 498 416 281 '73 4'7 309 637 "' N.T,S. 4.5.2. THE EMITTER SHALL SE A PRESSURE C,OMPENSATING TYPE CAPABLE OF HAVING> A DISC,HARGE RATE FROM .5 TO 6 G>ALLONS PER HOUR, l";ITH ONLY ONE OUTLET OPEN INITIALLY AND THE PROVISION FOR ADDING ADDITIONAL OUTLETS. 4.5.5. THE EMITTER SHALL OPERATE l";ITHIN A PRESSURE RANGE OF 5 -60 P.S.I. 4.5.4. THE EMITTER OODY SHALL SE CONSTRUCTED OF DUR.ABLE HEAT-RESISTANT ACETYL PLASTIC (UY RESISTANT). THE FLOY"; REGULATING DIAPHRAGM SHALL SE OF SILICONE RUSSER. 4.5.5. THE EMITTER SHALL SE CAPABLE OF OPERATING l";ITH 140 MESH FILTRATION. 4.5.6. PRODUC,TS, THE EMITTER SHALL SE MANUFACTURED SY OLSON OR APPROVED EQUIVALENT. 4.6. SAC,KFLOI"; PREVENTION DEVICES, 4.6.1. REDUCED PR.ESSUR.E PRINC,IPLE 6ACKFLOI"; PREVENTERS SHALL SE BR.ASS, BRONZE, OR EPOXY COATED CAST-IRON BODIES l";ITH ALL BRONZE OR STAINLESS STEEL TRIM AND ALL MOVING PARTS OF NON-CORROSIVE MATERIALS AND SHALL COMPLETELY AND POSITIVELY PREVENT BACK-SIPHONING OF MTER THE BACKFLOI"; PREVENTER ASSEMBLY SHAFT INCLUDES INLET AND DISCHAR<S,E SHUTOFF SALL VALVES l";ITH ALL RISERS, CONNECTORS, AND APPURTENANC,ES OF CLASS I RED BRASS PIPE, CONFORMING TO y,;i,;-P-95I, AND R.ED SR.ASS FITTINGS l";ITH PRESSURE RATING I C,ONFORMIN<S, TO y,;i,;-P-41:>O. SACKFLOI"; PREVENTERS SHALL SE OF THE TYPE AND SIZE DESIGNATED ON THE DRAY";ING>S. 4.6.2. ATMOSPHERIC AND ANTI-SIPHON SACKFLOI"; PREVENTERS SHALL BE SR.ASS l";ITH NON- CORROSIVE PARTS AND SHALL COMPLETELY AND POSITIVELY PR.EVENT SACK-SIPHONING OF Y";ATER. ANTI-SIPHON VALVES SHALL SE c;oNVERTISLE TO AUTOMATIC, C,ONTROL. SAvKFLOI"; PREVENTERS SHALL SE TYPE AND SIZE AS DESIGNATED ON THE DR.Av;INGS. 4.1. PRESSURE RE,s,ULATION DEVICES, 4.1.1. PRESSURE REGULATION DEVICE SHALL SE AS SPECIFIED IN DRAY";INGS. 4.8. CONCRETE THRUST SLOC,K AND SUPPORTS, 4.8.1. ALL CONCRETE Y";ORK SHALL BE 21)00 PSI MINIMUM COMPRESSIVE STRENG>TH AT Tv;ENTY- EIGHT (28) DAYS, 5 SACK MIX, TOOL FINISHED ON EXPOSED SURFACES. 4.<I. AUTOMATIC CONTROL SYSTEM, G) 2" MIN. \ \ © \ \ ' © ff\ VALVE BCX (j) PVC SCH. eo NIPPLE \!.I (LEN<&TH AS l<EGUll<ED) I FINISH 5RADE @ 5 INCH MINIMUM 5/4" CRUSHED ROCK GUIC.I< COUPLING, VALVE ® PVC SCH. eo NIPPLE PVC MAINLINE PIPE (LEN5TH AS l<EGUll<ED) PVC. SCHEDUi--E 40 S'TREET ELL @ 56" MIN. LEN<&TH 04 REBAR (5 l<EGUll<ED) STABILIZER ATTACH 11111TH TI/IIO @ PVC SCH 40 ELL OR TEE STAINLESS STEEL ElAND$ @ BRICK (2 l<EGUll'<ED) K. QUIC.K C.OUFLING VALVE - I I I -I I :I I 11 I I ElLOCl<ED TRUE UNION BALL VALVE VALVE BOX -9EE IRRl6ATION NOTES FINISH <&RADE SLIP END CONNECTORS SUPPLIED 11111TH VALVE ® PVC MAINLINE-SEE IRRl6. NOTES FOR PIPE DEPTH ®76 PEA 6RAVEL, 4" DEPTH 0 4" I/IIIDE BRICK SUPPORT, ONE PLACED AT EACH CORNER ® PVC CAP (LINE SIZE) N.T.S. NOTE, VALVE SHALL HAVE A MIN. OF 4" CLEARANCE FlsOM THE BOTTOM OF THE VALVE BOX LID, AND 2" MIN. CLEARANCE FROM THE BOTTOM OF VALVE AND TOP OF <&RAVEL SUMP. L. GAFFED STUB-UP N.T.S. 4.9.4. SALL VALVE BOXES FOR R.EC,YCLED MTER IRRIGATION SYSTEMS SHALL SE PURPLE PLASTIC VALVE BOXES, MANUFACTURED SY AMETEK, PART #181119, OR EQUAL. 4.<1.1. CONTRACTOR SHALL FURNISH LOJlli VOLTA6E SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC C,IRCUIT VALVES OF UNDERSROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO SUIT NUMBER OF CIRCUITS AS INDICATED. 4.9.5. PULL BOXES FOR POTABLE MTER IRRIGATION SYSTEMS SHALL SE FURPLE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #181104, OR EQUAL. 4.9.6. PULL BOXES FOR RECYC,LED MTER IRRIGATION SYSTEMS SHALL BE PLASTIC, VALVE BOXES, MANUFACTURED SY AMETEK, PART #181119, OR EQUAL. 4.4. SPRINKLERS, 4.4.1. SPRINKLER HEADS SHALL SE OF THE TYPES AND SIZES l";ITH DIAMETER (OR.RADIUS) OF THROl"I, PRESSURE, NOZZLE DISCHARSE AND/OR OTHER DESIGNATIONS INDIC,ATED ON THE DR.AY";INGS. 4.4.2. ALL SPRINKLER HEADS OF THE SAME TYPE AND SIZE SHALL SE OF THE SAME MANU- FACTURER HEADS SHALL SE EQUIPPED Y";ITH ALL OPTIONS AND EQUIPMENT PER THE IRRIGATION LE<S,END, 4.4.9. ALL SPRINKLER HEADS SHALL SE EQUIPPED l";ITH A MANUFACTURER INSTALLED INTERNAL CHECK VALVE, l";HEN AVAILABLE. 4.4.4, ALL SPRINKLER HEADS USED ON RECYCLED MTER SYSTEMS SHALL SE EQUIPPED l";ITH MANUFACTURER'S PURPLE COVERS. 4.5. DRIP IRRIGATION EMITTERS 4.5.1. THE EMITTER SHALL HAVE A 1/2 INCH FEMALE NATIONAL PIPE THREAD /FNPT) INLET FOR CONNECTING TO THE PIPING, SYSTEM. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS 4.<1.2. AUTOMATIC CONTROLLER SHALL SE FURNISHED AND INSTALLED COMPLETE l";ITH ALL ELEC,TRICAL CONNECTIONS, READY FOR OPERATION, AND l";ITH OPTIONS SPECIFIED HEREIN. 4.<1.2.1. AUTOMATIC CONTROLLER SHALL SE AS SPECIFIED IN DR.AY";INGS. 4.<i.2.2. UNIT SHALL HAVE AN INPUT OF 110/120 VOLT, 60 CYCLE, SE COMPLETELY AUTOMATIC AND SHALL FUNCTION OPTIONALLY l";ITH OR l";ITHOUT THE CLOCK. UNIT SHALL HAVE A SECONDARY OUTPUT OF 24/28 VOLT, 60 CYCLE. GONTINUED ON SHEET L-1 Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG "AS-BUILT " EXP. REVIEWED BY: INSPECTOR ADL PLANNING ASSOCIATES __ __J l/2<1/I6 I SH~ET I CITY OF CARLSBAD ~====~=====~===============================~=====1====~=====~====~ c; PLANNING DIVISION IRRIGATION SFEC.S AND DETAILS t,\DSC4 RANCHO CARLSBAD R.V. LOT RELOCATION LAWs 0-j, DATE DATE L,J ~ () 1--> :c (/) Y?/1<...-m --i ,.,., LAND PLANNING LA.NDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" C A R L S B A D, C A. 9 2 0 0 8 (76 o) 12 9-a 637 FAX, o 6 o) 129-8324 DATE: 4-21-15 f-----+---+--------------1-----1----+---L---l I A-P-PR-OV-ED __ rtJ~-~\~4:~-_,,,E:.t..,.,_...\....,,...J'll---1:_~ -z,. (u, .11,;;, I . PLANNING DATE . 1--~oA=T~E-+~1N=1r~1A~L+------------------+-D-AT-E-+---1N-111-AL--1--DA-rE--1-1N-1T-1A_L_. :=~o:=:w:=:N=~s~Y==-=-=-=-=-=-=.:::;-;:] ===P=Ro=J=E=c=T=No=.==:::I =o=RA=w=1N=G=N=:::;o. JOB NO.: 21518 SCALE: DRAWN BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~:g ~;---MS 09-04 . 486-1 L ({) # _J <( ~ L ill :::i I.fl ~ I _j SPECIFICATIONS CONTINUED: 4.'1.2.5. ANY STATION MAY BE REPEATED INDEPENDENTLY IN ANY 24 HOURS. 4.<1.2.4. STATIONS SHALL BE ADJUSTABLE TO I MINUTE TO 5<1 MINUTES. 4.<1.2.5. MEC-HANISM SHALL 6E HOUSED IN A STURDY, VANDAL-PROOF ENC-LOSURE, MANUFAC-TURED OF 14 GAUGE STEEL, OR C-ASE ALUMINUM; FURNISHED FOR MAXIMUM PROTECTION, AS CALLED FOR ON THE DRAY'llNGS (SIZE AS REQUIRED J 4.10. AUTOMATIC, C-ONTROL J/IIIRE, 4.10.I. DIRECT BURIAL C,OPPER J/IIIRE AJ/11$-U.F. 600 VOLT, SINGLE C-ONDUC-TOR SOLID C,OPPER, PLASTIC-INSULATED C-A6LE, RATED_FOR DIREC-T ElURIAL APPLIC-ATION. 4.10.2. USE U.L. APPROVED, MINIMUM 14 e:,Al.x5,E FOR PILOT AND SPARE J/IIIRES FOR J/IIIRE RUNS IN LESS THAN 1,200 LINEAL FEET. 4.10.5. USE U.L. APPROVED, MINIMUM 12 GAUGE FOR PILOT AND SPARE J/IIIRES FOR J/IIIRE RUNS IN EXC-ESS OF 1,200 LINEAL FEET. 4.10.4. USE U.L. APPROVED, MINIMUM 12 GAUGE FOR C-OMMON J/IIIRES. 4.10.5. PILOT J/IIIRES SHALL NOT ElE J/IIHITE OR RED AND MUST BE UNIQUE IN C,OLOR FROM ANY OTHER PILOT J/IIIRE ON THE SAME C-ONTROL SYSTEM. 4.IOh. C-OMMON J/IIIRES SHALL ElE C-OLORED J/IIHITE. 4.10.1. SPARE J/IIIRES SHALL BE C,OLORED RED. 4.11. FLOJ/11 SENSING DEVIC-E, 4.11.1. FLOJ/11 SENSING DEVIC-E SHALL ElE AS SPEC-IFIED IN DRAJ/IIINGS. 4.12. RAIN SENSING DEVIC,E, 4.12.1. RAIN SENSING DEVIC-E SHALL BE AS SPEC-IFIED IN DRAJ/IIINGS. 4.15. SOIL MOISTURE SENSING. DEVIC-E, 4.15.1. SOIL MOISTURE SENSING DEVIC,E SHALL BE AS SPEC-IFIED IN DRAJ/IIINGS. 4.15.2. THE DEVIC,E SHALL BE SOLID STATE AND INSTALLED PER MANUFAC-TURERS SPEC-S. 4.15.5. THE DEVICES SHALL BE LOC,ATED PER THE DRAJ/IIING5 AND SUBJECT TO FIELD APPROVAL BY THE LAND5C,APE ARGHITEC,T. 4.14. IDENTIFIC,ATION TAPE, 4.14.1. MARKER TAPE FOR SLEEVES SHALL BE METALLIC BASED 5" J/IIIDE LOC,ATING TAPE MARKED "IRRIGATION" IN TJ/IIO INCH PURPLE LETTERS AT THREE FEET ON C,ENTER 4.14.2. MARKER TAPE FOR DIREC,T BURIAL v'IIIRE5 SHALL BE 5" v'IIIDE RED C,OLORED "ALLEN ALLEN TAPE" OR EQUAL. 4.15. RECYCLED J/IIATER TM, 4.15.1. REC,YC,LED J/IIATER IDENTIFIC,ATIONS TAGS SHALL BE v'IIEATHERPROOF PLASTIC, 5" X 4", PURPLE IN C,OLOR v'IIITH THE v'IIORD5 IN BLAC,K READING, "C,AUTION -REC,YC,LED J/IIATER -DO NOT DRINK", IMPRINTED ON ONE SIDE AND "PELIGRO -A6UA IMPURA -NO BERBER", PRINTED ON ON THE OTHER SIDE. 4.15.2. REC,YCLED J/IIATER IDENTIFIC,ATION5 TM5 SHALL BE MANUFAC,TURED BY T. C,HRl5TY ENTERPRISES, (114) 111-4142, OR EGlUAL. PART 5 -EXEC,UTION 5.1. SYSTEM DE516N, 5.1.1. ALL 5C,ALED DIMENSIONS ARE APPROXIMATE. THE C,ONTRAC,TOR SHALL CHEC,K AND VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROC,EEDING v'IIITH J/IIORK UNDER THIS C,ONTRACT. 5.1.2. THE C,ONTRAC,TOR SHALL LOC,ATE AND MARK ALL EXISTING, UTILITIES 5UC,H AS POv'IIER, TELEPHONE, DOMESTIC, J/IIATER, \"!ATER, AND TILE DRAINS. EXTREME C,ARE SHALL BE TAKEN BY THE C,ONTRAGTOR v'IIHEN EXC,AvATING OR v'IIORKING IN THESE AREAS AND C,OORDINATION AND C,OOPERATION BEfflEEN THE Ov'IINER'5 REPRESENTATIVE AND THE WNTRAC,TOR 15 REQUIRED AS THE J/IIORK PROGRE55E5 TO THE AREA. C,ONTRAGTOR SHALL GIVE 24 HOURS NOTIC,E TO REPRESENTATIVE AS J/IIORK PR06RE55E5 TO UNDERGROUND UTILITY AREAS. C,ONTRAC,TOR SHALL BE RESPONSIBLE FOR DAMME TO ANY UTILITIES. 5.1.5. SHOULD UTILITIES NOT LOC,ATED OR MARKED BE FOUND DURIN6 EXC,AVATI0~1 THE C,ONTRAC,TOR SHALL PROMPTLY NOTIFY THE Ov'IINER AND SHALL DISGONTINUE J/IIITrt J/IIORK IN THE ARE_b1,EXC,EPT NEC,E55ARY EMER6ENC,Y J/IIORK, TO REPAIR OR PREVENT DAMME UNTIL INS1l'<L/C,TION5 ARE 61VEN TO THE C-ONTRAGTOR BY THE Ov'IINER'S REPRESENTATIVE. 5.1.4. FAILURE TO NOTIFY THE Ov'IINER OF DISCOVERY OF 5UC,H UTILITIES OR DAMAGE THERETO v'IIILL RE5UL T IN THE C,ONTRAC,TOR BEING LIABLE FOR ANY AND ALL DAMAGE C,AUSED TO THE UTILITIES AS A RE5UL T OF HIS AGTION5. 5.1.5. THE C,ONTRAC,TOR SHALL, BEFORE STARTING J/IIORK ON THE SPRINKLER SYSTEM, C,AREFULLY ALL FINISH 6RADE5 IN ORDER TO SATISFY HIMSELF THAT HE MAY PROC,EED J/IIITH THE J/IIORK, AND TO RESTORE FINISH 6RADE5 TO ORIGINAL C,ONTOURS BEFORE C,OMPLETION. 5.1.6. INSTALLATION OF ALL SPRINKLER MATERIALS, INGLUDING PIPE, SHALL BE GOORDINATED Y'V THE LANDSCAPE DRAv'IIINGS TO AVOID INTERFERING, MHE TREES, SHRUBS, OR OTHER PLANTIN6. 5.1.1. LAY OUT SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENC-E BETv'IIEEN SITE AND DRAv'IIING5. ANY 5UC,H DEVIATIONS IN LAYOUT SHALL BE v'IIITHIN THE INTENT OF THE ORIGINAL DRAv'IIIN65, AND v'IIITHOUT ADDITIONAL C,05T TO THE Ov'IINER, THE LAYOUT SHALL BE APPROVED BEFORE INSTALLATION. PART 5 -EXEC,UTION 5.1. SYSTEM DE516N, 5.1.1. ALL SGALED DIMENSIONS ARE APPROXIMATE. THE C,ONTRAC,TOR SHALL C,HEe,K AND VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROC,EEDING v'IIITH l'lORK UNDER THIS C,ONTRACT. 5.1.2. THE C,ONTRAC,TOR SHALL LOC,ATE AND MARK ALL EXISTING, UTILITIES 5UC,H AS POv'IIER, TELEPHONE, DOMESTIC, J/IIATER, J/IIATER, AND TILE DRAINS. EXTREME C,ARE SHALL BE TAKEN BY THE WNTRACTOR v'IIHEN EXCAVATING OR v'IIORKING IN THESE AREAS AND C,OORDINATION AND C,OOPERATION BETv'IIEEN THE Ov'IINER'5 REPRESENTATIVE AND THE C,ONTRAC,TOR 15 REGlUIRED AS THE v'IIORK PR05RE5SE5 TO THE AREA. WNTRAC,TOR SHALL 51VE 24 HOURS NOTIC,E TO REPRESENTATIVE AS J/IIORK PR05RE55E5 TO UNDER6ROUND UTILITY AREAS. WNTRAC,TOR SHALL BE RESPONSIBLE FOR DAMAl:>E TO ANY UTILITIES. 5.1.5. SHOULD UTILITIES NOT LOC,ATED OR MARKED BE FOUND DURING EXC,AVATION, THE C,ONTRAC,TOR SHALL PROMPTLY NOTIFY THE Ol'lNER AND SHALL DISC,ONTINUE v'IIITH J/IIORK IN THE ~~e~'blT liifi;i~'tJl'fJit~fBR Tgy';!=~~~tk~'1~f~rtT1~NTIL 5.1.4. FAILURE TO NOTIFY THE Ov'IINER OF Dl5C,OVERY OF 5UC,H UTILITIES OR DAMAGE THERETO l'llLL RESULT IN THE C,ONTRAC,TOR BEING LIABLE FOR ANY AND ALL DAMA5E C,AU5ED TO THE UTILITIES AS A RESULT OF HIS AC,TION5. 5.15. THE e,oNTRAGTOR SHALL, BEFORE STARTING v'IIORK ON THE SPRINKLER SYSTEM, C,AREFULLY ALL FINISH 5RADE5 IN ORDER TO SATISFY HIMSELF THAT HE MAY PROC,EED v'IIITH THE J/IIORK, AND TO RESTORE FINISH GRADES TO ORIGINAL C,ONTOUR5 BEFORE C,OMPLETION. 5.lh. INSTALLATION OF ALL SPRINKLER MATERIALS, INC,LUDING PIPE, SHALL BE COORDINATED I'll THE LANDSCAPE DRAv'IIING5 TO AVOID INTERFERING MHE TREES, SHRUBS, OR OTHER PLANTIN5. 5.1.1. LAY OUT SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCE BETv'IIEEN SITE AND DRAl'llNG5. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE v'IIITHIN THE INTENT OF THE ORIGINAL DRAl'llNG5, AND v'IIITHOUT ADDITIONAL C,05T TO THE Ov'IINER, THE LAYOUT SHALL BE APPROVED BEFORE INSTALLATION. 5.1.8. DO NOT v'IIILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDIC,ATED ON THE DRAv'IIING v'IIHEN IT 15 OBVIOUS IN THE FIELD THAT PREVIOUSLY UNKNOJ/IIN OB5TRUC,TION5 OR i:,RADf DIFFERENC,E5 EXIST THAT MIGHT NOT HAYE BEEN C,ON51DERED IN THE ENGINEERING. SUC,H OB5TRUGTION5 OR DIFFERENC,E5 SHOULD BE BROUGHT TO THE ATTENTION OF THE LAND5C,APE ARGHITEC,T. 5.1.'l. J/IIATER SUPPLY, THE CONTRAGTOR SHALL C,ONNEC,T TO THE J/IIATER 50URGE AS INDIC,ATED ON THE DRAl'llNG5 THE C,ONTRAC,TOR SHALL VERIFY STATIC, PRESSURE AS STATED ON THE PLANS PRIOR TO BEGINNING, J/IIORK. IF STATIC, PRESSURE OR POINT OF C,ONNEC,TION DIFFER FROM THAT 5HOJ/IIN ON THE PLANS, THE C,ONTRAC,TOR l'llLL PROMPTLY NOTIFY LAND5C,APE ARGHITEC,T BEFORE STARTING v'IIORK. 5.1.10. J/IIORKMAN5HIP AND PROC,EDURE, THE ROUTING OF THE PRESSURE SUPPLY LINES AS INDICATED ON THE DRAv'IIING5 15 DIA5RAMMATIC,. LOC,ATE ALL PRESSURE SUPPLY LINES IN PLANTING AREAS. CROSS PERPENDIC,ULAR UNDER PAVEMENT IN A SLEEVE AS DE5C,RIBED IN THESE 5PEC,IFIC,ATION5. PART 6 -INSTALLATION, 6.1. 5ENERAL, 6.1.1. PLANS ARE DIAGRAMMATIC,. ALL PIPIN5, VALVE BOXES, AND ASSOC-IATED EQUIPMENT SHALL BE LOC,ATED IN LANDSCAPE AREAS. NO IRRl6ATION EQUIPMENT SHALL BE LOC,ATED IN HARD5C,APE, 5ROUP VALVE BOXES TOl:>ETHER AND LOC,ATE IN SHRUB AREAS, v'IIHENEVER POSSIBLE. 6.1.2. UNLE55 OTHERl'll5E INDIC,ATED, COMPLY v'IIITH REGlUIREMENT5 OF UNIFORM PLUMBINi:, C,ODE. b.1.5. PLANT MATERIAL 24" BOX SIZE AND LAR6ER SHALL BE PLANTED PRIOR TO THE INSTALLATION OF IRRIGATION PIPING. b.1.4. Vl:RIFY l'lATER PR!:6$1.JRE AT EACH F'OINT OF CONNECTION F'RIOR TO INITIATING Y'lORK. NOTIFY THE Ov'IINER'5 AUTHORIZED REPRESENTATIVE IF PRESSURE 15 LE55 THEN INDICATIN5 ON DRAv'IIIN65. C,ONTRAC,TOR 15 RESPONSIBLE FOR ALL FIELD REVISIONS IF OJ/IINER'5 AUTHORIZED REPRESENTATIVE 15 NOT INFORMED OF Dl5C,REPANC,IES. 6.1.5. C,ONNEC,TION TO MAIN, C,ONNEC,T TO EXl5TIN5 5ERVIC,E LINE AT LOC,ATION INDIC,ATED. 6.2. EXC,AVATION OF TRENCHES, b.2.1. EXC,AVATE TRENC,HE5, PREPARE 5UB6RADE, AND BAC,KFILL TO LINE AND 5RADE l'llTH SUFFIC,IENT ROOM FOR PIPE FITTIN65, TE5TIN6 AND IN5PEC,TIN6 OPERATIONS. DO NOT BAGKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJEC,T TO A HYDROSTATIC, TEST AS 5PEC,IFIED. b.2.2. TRENGH DEPTH SHALL BE A5 FOLLOJlll5, b.2.2.1. REC-YC,LED PRESSURE SUPPLY LINE (2-1/2" I.D. PIPE AND SMALLER) 18" MIN. C-OVER 6.2.2.2. REC,YC,LED PRESSURE SUPPLY LINE (5" I.D. PIPE AND LAR6ER) 24" MIN. WYER. b.2.2.5. REC,YC,LED NON-PRESSURE LINE (2-1/2" I.D. PIPE AND SMALLER) 12" MIN. C,OVER b.2.2.4. REe,YC,LED NON-PRESSURE LINE (5" I.D. PIPE AND LAR6ER) 18" MIN. C,OVER b.2.2.5. REC,YC,LED PRESSURE SUPPLY LINE IN SLEEVE 50" MIN. C,OVER b.2.2h. REC,YC,LED NON-PRESSURE LINE IN SLEEVE 50" MIN. C,OVER b.2.2.1. ELEC,TRIC,AL AND WMMUNIC,ATION C,ABLE IN SLEEVE 50" MIN. b.2.2.8. DISTRIBUTION DRIP TUBIN6 4" MIN. C,OVER. b.2.5. SUBSOIL SHALL BE FREE OF ALL ROC,K5 OVER ONE (I) INC,H DIAMETER, DEBRIS, AND LITTER PRIOR TO USE AS BAGKFILL. b.2.4. REPAIR ANY LEAKS AND REPLAGE ALL DEFEC,TIVE PIPE OR FITTIN65 UNTIL LINES MEET TEST REQUIREMENTS. DO NOT C,OVER ANY LINES UNTIL THEY HAVE BEEN C,HEC,KED AND APPROVED FOR Tl6HTNE55, GlUALITY OF J/IIORKMANSHIP AND MATERIALS. b.2.5. BACKFILL TRENC,HE5, AFTER APPROVAL OF PIPIN6, l'llTH SUITABLE AND APPROVED MATERIAL, TAMP SOIL AROUND PIPE AND THOROU5HL Y COMPACT ALL TRENCH FILLS UNTIL 'lO % C,OMPAC,TION HAS BEEN AC,t-llEVED. b.2h. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROC,K5 AND C,LOD5. PROVIDE BAGKFILL UNDER, AROUND AND ABOVE TOP OF PIPE FOR PVC, PLASTIC PIPE AND BRASS PIPING. b.5. INSTALLATION OF POLYVINYL C,HLORIDE PIPE, b.5.1. BEC,AU5E OF THE FRAGILE NATURE OF PLASTIC, PIPE AND FITTINGS, EXERGl5E C,AUTION IN HANDLING,, LOADING, AND 5TORIN6, TO AVOID DAMME. 6.5.2. THE PIPE AND FITTINGS SHALL BE STORED UNDER C,OVER UNTIL USED AND SHALL BE TRANSPORTED IN A YEHIC,LE l'llTH A BED LON6 ENOU6H TO ALLOvll THE LEN6TH OF PIPE TO LAY FLAT 50 AS NOT BE 5UBJEC,TED TO UNDUE BENDING OR C,ONGENTRATED EXTERNAL LOAD AT ANY POINT. 6.5.5. ANY PIPE THAT HAS BEEN DENTED OR DAMA6ED SHALL BE Dl5C,ARDED UNLESS 5UC,H DENT OR DAMAGED 5EC,TION 15 C,UT OUT AND PIPE REJOINED v'IIITH A COUPLIN6. b.5.4. TRENC,H DEPTH SHALL BE AS 5PEC,IFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENC,H SHALL BE FREE OF ROC,KS, C,LOD5, AND OTHER SHARP-E'D6ED OBJEC,T5. b.5.5. PIPE ENDS AND FITTIN65 SHALL BE v'IIIPED v'IIITH "MEK" PRIMER, OR APPROVED EGlUAL, BEFORE v'IIELDIN6 SOLVENT 15 APPLIED. v'IIELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD C,UT5 SHALL BE BEVELED TO REMOVE BU~ AND EXC-ESS MATERIAL BEFORE FITTING, AND 6LUING T06ETHER. b.5.b. PIPE SHALL BE SNAKED FROM 51DE-T0-51DE OF TRENC,H BOTTOM TO ALLOl'l FOR EXPANSION AND C,ONTRAGTION. b.5.1. C,ENTER LOAD PIPE v'IIITH SMALL AMOUNT OF BAC,KFILL TO PREVENT ARC,HING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR SITE OBSERVATION DURING TE5TIN6. 6.5.8. NO J/IIATER SHALL BE PERMITTED IN THE PIPE UNTIL SITE OBSERVATION HAS BEEN C,OMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT v'IIELD SETTING AND C,URIN6. 6.5.'l. PLASTIC, TO METAL JOINTS SHALL BE MADE v'IIITH PLASTIC, MALE ADAPTERS, METAL NIPPLE HAND Tl6HTENED, PLUS ONE TURN v'IIITH A STRAP l'lRENC,H. 6.5.10. PLASTIC, TO PLASTIC, JOINTS, SOLVENT-V'IELD, U5IN6 SOLVENT REC,OMMENDED BY PIPE MANUFAC,TURER ONLY. 6.5.11. 50LVENT-v'IIELD JOINTS, ASSEMBLE PER MANUFAC,TURER'5 REC,OMMENDATION5. 6.5.12. PROVIDE MINIMUM OF 4" OF C,LEARANGE BETv'IIEEN PIPES SHARING THE SAME TRENC,H. b.4. INSTALLATION OF METAL PIPE, b.4.1. C,UT BRASS PIPING BY POv'IIER HAC,K5Al'l, C,IRC,ULAR C,UTTING MAC,HINE USING AN ABRASIVE v'IIHEEL, OR HAND HAC,K5Al'l. C,UT NO PIPING v'IIITH METALLIC, v'IIHEEL e,UTTER OF ANY DESGRIPTION. REAM AND REMOVE ROU6H EDl:>E5 OF BURRS FOR SMOOTH AND UNOB5TRUGTED FLOvll. 6.4.2. C,AREFULLY AND 5MOOTHL Y PLAC,E THREAD LUBRIC,ANT ON MALE THREAD ONLY. TIGHTEN 5C,REv'IIED JOINTS v'IIITH TONGS OR l'lRENCHE5. CAULKING 15 NOT PERMITTED. b.4.5. DIELEC,TRIC, PROTEC,TION, USE DIELEC,TRIC, FITTIN65 AT C,ONNEC,TION v'IIHERE PIPES OF DISSIMILAR METAL ARE JOINED. b.5. REMOTE C,ONTROL VALVES, 6.5.1. v'IIHERE POSSIBLE, INSTALL REMOTE C,ONTROL VALVES IN SHRUB AREAS, AT APPROXIMATE LOGATION5 AS 5HOV'lN ON THE DRAl'llN65. 6.5.2. V'lHERE POSSIBLE, VALVES SHALL BE GROUPED T06ETHER 6.5.5. REMOTE C,ONTROL VALVES SHALL BE NORMALLY C,L05ED TYPE VALVES. VALVES SHALL BE OF 5LOvll C,L051N6 DE516N AND AUTOMATIC,ALLY C,LOSE IN THE EVENT OF POv'IIER FAILURE. 6.5.4. ALL C,ONNEC,TION5 TO VALVES SHALL BE MADE HORIZONTALLY. b.b. QUIC,K C,OUPLING VALVES, b.b.l. V'lHERE POSSIBLE, INSTALL GlUIC,K C,OUPLIN6 VALVES IN SHRUB AREAS, AT APPROXIMATE LOC,ATION5 AS 5HOv'IIN ON THE DRAV'llN65. b.b.2. GlUIC,K C,OlJPLIN6 VALVES SHALL BE APPROXIMATELY 12 INC,HE5 FROM PAYING, J/IIALK5, HEADERS OR C,URBS, AND AS SHOV'lN ON PLANS AND AS DIRECTED. b.b.5. QIJIC,K C,OUPLIN6 VALVES SHALL BE INSTALLED APPROXIMATELY THREE INC,HE5 ABOVE FINISH 6RADE IN SHRUB AND/OR 6ROUNDC,OVER AREAS. VALVES SHALL BE INSTALLED 1/2" ABOVE FINISH 6RADE. v'IIHERE REQUIRED TO BE LOC,ATED IN TURF AREAS. 6h.4. QUIC,K C,OUPLING VALVES ON REC,YC,LED v'IIATER 5Y5TEM5 BE OPERATED ONLY l'llTH A 5PEC,IAL KEY v'IIITH AC,ME THREADS AND LOCKIN6 C,OVER TO PREVENT UNAUTHORIZED USE. C,OVER SHALL BE PURPLE RUBBER OR VINYL. 6.6.5. Ac-ME THREADED QUIC,K C,OUPLIN5 VALVES ARE NOT PERMITTED ON POTABLE J/IIATER 5Y5TEM5. 6.b.6. QUICK C,OUPLING VALVES ON REC,LAIMED J/IIATER SYSTEMS SHALL BE INSTALLED IN 'l' DIA. PURPLE VALVE BOXES. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS b.1. BALL VALVES, 6.1.1. V'lHERE POSSIBLE, INSTALL BALL VALVES IN SHRUB AREAS, AT APPROXIMATE LOC,ATION5 AS 5HOv'IIN ON THE DRAv'IIIN65. 6.1.2. BALL VALVES SHALL BE INSTALLED TO ISOLATE INDIVIDUAL VALVES OR VALVE MANIFOLDS. 6.1.B. BALL VALVES SHALL BE INSTALLED TO BREAK UP AREAS INTO MANA6EABLE AREAS, TO LIMIT DRAINING, OF MAINLINE DURIN6 REPAIRS. 6.8. C,HEC,K VALVES, 6.8.1. PROVIDE MANUFAC,TURER'5 INSTALLED e,HEC,K VALVES IN ALL POP-UP SPRINKLER HEADS. 6.8.2. v'IIHERE MANUFAC-TURER'5 INSTALLED C,HEC,K VALVES ARE NOT AVAILABLE INSTALL CHEC,K VALVES ON POP-UP SPRINKLERS 5v'IIING JOINT ASSEMBLY OR BELOvll THE HEAD FOR SHRUB HEADS ON RISERS. 6.8.5. ADDITIONAL IN-LINE C,HECK VALVES SHALL BE INSTALLED v'IIHEREYER NEC,E55ARY TO PREVENT LOvll HEAD DRAINA6E AFTER THE SYSTEM 15 SHUT OFF. 6.'l. VALVE AND PULL BOXES, b.'l.l. INSTALL NO MORE THAN ONE VALVE PER BOX. 6.'l.2. VALVE BOXES SHALL BE INSTALLED ADJAGENT TO PAVING 5URFAC,E5, v'IIHERE POSSIBLE. 6.'l.5. VALVE BOXES SHALL BE INSTALLED l'llTH THE TOP OF C,OVER SET NO Hl6HER THAN ADJAC,ENT PAYING SURFAGE. 6.'l.4. IN SHRUB AREAS VALVE BOXES SHALL BE INSTALLED v'IIITH THE TOP OF C,OVER 5ET TJ/IIO INCHES ABOVE FINISH GRADE. 6.'l.5. IN LAl'lN AREAS VALVE BOXES SHALL BE INSTALLED l'llTH THE TOP OF C,OVER SET ONE- HALF OF AN INC,H ABOVE FINISH 5RADE. 6.'l.b. ON THE INSIDE 5URFAC,E OF EAC,H REMOTE C,ONTROL VALVE BOX, PULL BOX LID AND QUIC,K C,OUPLIN5 BOX LID, v'IIRITE THE VALVE DESIGNATION NUMBER IN PERMANENT BLAGK MARKER OR PAINT. DO NOT l'lRITE ON VALVE BOX LID. b.'l.1. BALL VALVE BOX LIDS SHALL MARKED v'IIITH THE LETTERS "BY". 6.'l.8. MASTER VALVE BOX LIDS SHALL MARKED v'IIITH THE LETTERS "MY". 6.'l.'l. GlUIC,K WUPLIN6 VALVE BOX LIDS SHALL MARKED v'IIITH THE LETTERS "QC,", 6.<1.10. PULL BOX LIDS SHALL MARKED v'IIITH THE LETTERS "PB" OR "E". b.'l.11. l'lHERE PULL BOXES ARE LOCATED AT STREET C,ROSSING5, PUL_L BOX LIDS SHALL MARKED v'IIITH THE LETTERS "XIN5". 6.10. SPRINKLER HEADS, 6.10.1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOv'IIN. b.10.2. SHRUB HEADS ON RISERS ARE NOT PERMITTED TO BE LOC,ATED ADJAC,ENT TO PAVINI:> 5UR- FAGE5, HEADERS, TOP OF RETAINING v'IIALL5, IN FRONT OF PROJEC,T SIGNAGE OR IN TURF AREAS. 6.10.5. TOP OF POP-UP SPRINKLER HEADS SHALL BE INSTALLED FLUSH v'IIITH ADJAC,ENT PAVIN6 5URFAC,E. 6.10.B. TOP OF POP-UP SPRINKLER HEADS SHALL BE INSTALLED FLUSH v'IIITH ADJAC,ENT PAYING SURFACE. 6.10.4. POP-UP SPRINKLER HEADS SHALL BE INSTALLED APPROXIMATELY FOUR INGHE5 AJ/IIAY FROM ANY PAVING 5URFAGE. IN SHRUB AREAS, v'IIHERE POP-UP SPRINKLER HEADS ARE LOC,ATED AT THE HEAD ON A PARKING STALL, POP-UP SPRINKLERS SHALL BE LOC,ATED EIGHTEEN INCHES FROM BAC,K OF C,URB. b.10.5. SPRINKLER HEADS SHALL BE LOC,ATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-5PRAYIN6 ON 5IDEJ/IIALK5, STREETS, l'llNDOl'lS, l'lALL5 AND ALL OTHER NON-DE516NATED USE AREAS. b.lOh. SPRINKLER HEADS v'IIITHIN THE SAME C,IRGUIT SHALL BE OF THE SAME MANUFAC,T\JRER AND SERIES AND HAVE A UNIFORM PREC,IPITATION RATE. b.10.1. 5PAC,ING OF SPRINKLER HEADS SHALL NOT EXGEED MAXIMUM Dl5TANC,ES AS INDIC,ATED IN THE IRRl6ATION LEGEND. b.10.8. ADJUST NOZZLES ARC,5 AND PRESSURE C,OMPEN5ATIN6 DEVIC,E5 TO SUIT ANY PARTIC,ULAR C,ONDITION5 OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROU6HL Y TESTED, IMMEDIATELY AFTER l'lRITTEN NOTIFIC,ATION BY THE LAND5C,APE ARGHITEC,T TO DO 50. b.11. BAGKFLOV'l PREVENTER, 6.11.1. BAC,KFLOvll PREVENTER ASSEMBLY SHALL BE INSTALLED IN AC,C,ORDANC,E v'IIITH MANUFAC,TURER'S 5PECIFIC,ATION, LOCATED AND AS DIREC,TED ON DRAv'IIIN65 ADJAC,ENT TO THE POINT OF WNNEC,TION, AND SHALL C,ONFORM TO ALL APPLICABLE HEAL TH C,ODE AND ORDINANC,E REQUIREMENTS. 6.11.2. BACKFLOvll PREVENTER ASSEMBLIES SHALL BE LOC,ATED SHRUB AREAS v'IIHERE POSSIBLE. EXAC,T LOC,ATION AND P051TIONIN5 SHALL BE VERIFIED ON THE SITE AND SHALL BE APPROVED BY THE Dl5TRIC,T. 6.11.5. BAC,KFLOl'l PREVENTER ASSEMBLIES FOR POTABLE J/IIATER IRRIGATION 5Y5TEM5 SHALL BE PAINTED FLAT BLAC,K. 6.11.4. BAGKFLOl'l PREVENTER ASSEMBLIES FOR POTABLE REC,YC,LED J/IIATER IRRl6ATION 5Y5TEM5 SHALL BE PAINTED PURPLE. 6.12. FLUSHING, 5Y5TEM5, 6.12.1. AFTER PIPIN5 AND RISERS ARE IN PLAC,E1 ,BUT PRIOR TO THE INSTALLATION OF THE SPRINKLER HEADS, A FULL HEAD OF J/IIATER SH/'ll.L BE USED TO FLUSH OUT THE SYSTEM. AFTER SYSTEM 15 THOROU6HL Y FLUSHED, C,AP ALL RISERS. b.15. TESTING, b.15.1. NOTIFY LANDSCAPE ARGHITEC,T AND C,ITY INSPECTOR IN l'lRITIN5 v'IIHEN TE5TIN6 v'IIILL BE C,ONDUCTED. CONDUCT TESTS IN PRESENCE OF THE LAND5C,APE ARGHITECT AND CITY INSPEC,TOR b.15.2. PRESSURE TEST, b.15.2.1. ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC, PRESSURE OF 125 LBS. PER SQ. INC,H AND ALL NON PRE55URE LINES SHALL BE TESTED UNDER THE EXISTING STATIC, PRESSURE AND 00TH BE PROVEN J/IIATERTIGHT. (C,ONTRAGTOR TO SUPPLY ALL HYDROSTATIC TEST EQUIPMENT NEEDED FOR TESTING.) b.15.2.2. PRESSURE SHALL BE SUSTAINED IN THE LINES FOR NOT LESS THAN FOUR HOURS. IF LEAKS DEVELOF,._THE JOINTS SHALL BE REPLAC,ED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM 15 PROvi:N J/IIATERTl6HT. 6_.15.2.5. TESTS SHALL BE OBSERVED AND APPROVED BY THE C-ITY INSPECTOR, LANDSC,APE ARC,HITEC,T AND/OR Ov'IINER PRIOR TO BAGKFILL. BAC,KFILLING TRENCHES PRIOR IN5PEC,TION v'IIILL NOT BE ALLOv'IIED AND ALL PREMATURELY FILLED TRENGHE5 SHALL BE 5UBJEC,T TO REOPENING AS DIREC,TED BY THE LAND5C,APE ARGHITEC,T OR C,ITY IN5PEC,TOR b.15.5. COVERAGE TEST, b.15.5.1. C,OVERA6E TE5TIN6, PERFORM OPERATIONAL TE5TIN6 AFTER HYDROSTATIC, TE5TIN6 15 COMPLETED, eAC,KFILL 15 IN PLAC,E, AND SPRINKLER HEADS ADJUSTED TO FINAL POSITION. b.15.5.2. AFTER C,OMPLETION OF LAND5C,APE J/IIORK, C,AREFULL Y ADJUST HEADS SO THEY l'llLL BE FLUSH l'llTH LAv'IIN AREAS OR NOT MORE THAN 1/2" ABOVE FINISH 6RADE IN 6ROUNDC,OVER AREA. b.14.1. THRUST BLOGK5 AND FOOTIN55 SHALL BE PLAGED ON NINETY PERC,ENT ('l0%) C,OMPAC,TED OR UNDISTURBED 5UBGRADE. C,ON5TRUC,T TO SHAPES 5PEC,IFIED AND PARALLEL TO J/IIALKv'IIAY5. TOOL FINISH EXPOSED SURFAGE. 6.15. AUTOMATIC.. C..ONTROL SYSTEM, 6.15.1. AUTOMATIC C,ONTROLLER SHALL BE INSTALLED AS _5HOv'IIN AND AS DIREC,TED. CONTROLLER SHALL BE TESTED v'IIITH C,OMPLETE ELEC,TRIC-AL C,ONNECTION5. THE C,ONTRAGTOR SHALL BE RESPONSIBLE FOR TEMPORARY POv'IIER TO THE C,ONTROLLER FOR OPERATION AND TESTING,, b.15.2. C,ONNEC,TION5 TO C,ONTROL v'IIIRING SHALL BE MADE l'llTHIN AUTOMATIC C,ONTROLLER ENC,L05URE. ALL v'IIIRE SHALL FOLLOl'l THE PRESSURE MAIN INSOFAR AS POSSIBLE. b.15.5. ELEC,TRIC,AL V'llRIN6 SHALL BE ON A Rl61D PVC, PLASTIC, C,ONDUIT FROM C,ONTROLLER TO ELEC,TRIC,AL OUTLET. THE ELEC,TRIC,AL C,ONTRAC,TOR SHALL BE RESPONSIBLE FOR INSTALLING ALL V'llRIN5 TO THE SUB-PANEL,.~ C,LOC,K5~ OR EL5Ev'IIHERE AS REGlUIRED. IN ORDER TO C,OMPLETE THIS INSTALLATION. A Dl::x.,ONNEGT :al'llTCH SHALL BE INCLUDED. 6.15.4. CONTROLLERS SHALL HAVE A MASTER 5v'IIITC,H. IT SHALL BE POSSIBLE TO OPERATE EAGH VALVE MANUALLY INDEPENDENT OF THE C,LOC,K OR ANY OTHER VALVE. 6.155. C,ONTRAGTOR SHALL SUPPLY AND INSTALL A MANUFACTURER APPROVED BATTERY IN C,ONTROLLER TO PREVENT L055 OF. PR06RAM. 6.15.6. C,ONTROL SYSTEM SHALL BE PR06RAMMED TO OPERATE ONE SYSTEM AT A TIME. 6.15.1. SYSTEM ENC,L05URE5 SHALL BE EQUIPPED v'IIITH A AUTOMATIC, RAIN SHUT-OFF DEVIC,E. 6.lb. AUTOMATIC, C,ONTROL v'IIIRE, 6.16.1. DIREC,T BURIAL C,ONTROL v'IIIRE 51ZE5, AS SHOl'lN AND 5PEC,IFIED HEREIN BEFORE. 6.lb.1.1. PROVIDE ONE WNTROL V'llRE AND ONE C,OMMON GROUND l'llRE TO 5ERVIC,E EAC,H VALVE IN SYSTEM. PROVIDE 4 FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANC,E OF VALVES. 6.lb.1.2. INSTALL C,ONTROL l'llRE5 AT LEAST 12" BELOvll FINISH 6RADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AT TERMINAL POINTS. 6.16.1.5. INSTALL C,ONTROL V'llRE5 AND IRRl6ATION PIPING IN WMMON TRENC,HE5 v'IIHERE POSSIBLE. 6.lb.1.4. IN C,ASE OF DAMAl:>E TO ANY C,OMMON OR C,ONTROL l'llRE, CONTRAC,TOR 15 TO RUN AN EXTRA WMMON AND TJ/IIO EXTRA C,ONTROL l'llRE5 ON EAC,H LEG OF MAINLINE TO THE FARTHEST RGV BAC,K TO THE C,ONTROLLER. 6.lb.1.5. ALL SPLICES SHALL BE ENC,ASED IN J/IIATERPROOF C,ONNEC,TOR5 PER APPROVED MATERIALS. 6.16.lh. PROVIDE TJ/IIO SEPARATE SPARE v'IIIRE5 TO EAC,H VALVE MANIFOLD OR INDIVIDUAL VALVE. SPARE v'IIIRE5 LOOPED TO EAC,H VALVE MANIFOLD 15 UNAC,C,EPTABLE. 6.16.1.1. END OF SPARE l'llRE5 SHALL BE ENCASED IN A J/IIATERPROOF C,ONNEC,TOR 6.lb.1.8. INDIVIDUAL C,ONTROL v'IIIRE5 SHALL BE BUNDLED T06ETHER v'IIITH A C,OLORED TAPE AT TEN FOOT INTERVALS. TAPE C,OLORS SHALL BE UNIQUE FOR EACH WNTROLLER'5 v'IIIRE5. 6.lb.l.'!. INSTALL C,ONTROL v'IIIRE5 IN SLEEVES SEPARATE FROM PIPIN5. 6.lb.1.10. WNTROL v'IIIRE SPLICES, ALLOv'IIED ONLY ON RUNS OF MORE THAN 500-FEET, 5PLIC,E5 AS FOLLOl'lS, 6.lb.1.10.1. STRIP OFF MINIMUM OF 2-1/2" OF INSULATION FROM EAC,H v'IIIRE. 6.16.1.10.2. SEAL C,ONNEC,TOR IN EPOXY RESIN AND BURY IN A ROUND VALVE BOX l'llTH A Tv\10 FOOT EXPANSION LOOP. b.lb.1.10.5. NUMBERING AND TAGGING,, IDENTIFY DIREC,T BURIAL CONTROL v'IIIRE5 FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF C,ONTROLLER AT TERMINAL STRIP BY TAGGING l'llRE l'llTH NUMBER OF C,ONNECTED VALVES. 6.11. FLOl'l SENSING DEVIC,E, 6.11.1. FLOvll 5EN51NG DEVIC,E SHALL BE LOC,ATED APPROXIMATELY AS INDIC,ATED ON PLANS AND INSTALLED PER MANUFAGTURE'5 5PEC,IFIC,ATION5. 6.11.2. FLOV'l 5EN51NG DEVIC,E SHALL BE INSTALLED DOv'IIN STREAM OF PRESSURE RE6ULATOR b.18. FLOvll SENSIN6 DEVIC,E, 6.18.1. RAIN 5EN51N6 DEVIC,E SHALL BE LOC,ATED APPROXIMATELY AS INDIC,ATED ON PLANS AND INSTALLED PER MANUFAC,TIJRE'5 5PEC,IFICATION5. b.18.2. EAC,H CONTROLLER A55EMBLY.SHALL BE EQUIPPED v'IIITH ITS Ov'IIN RAIN 5EN51N6 DEVIC,E, UNLESS SYSTEM 15 OPERATED BY A C,ENTRAL CONTROL SYSTEM. 6.l'l. SITE OBSERVATION VISITS BY THE ARGHITECT, b.l'l.l. IN ALL C,A~E5 v'IIHERE SITE OBSERVATION VISITS OF THE IRRIGATION SYSTEM v'IIORK 15 REQUIRED AND/OR v'IIHERE PORTIONS OF THE J/IIORK ARE 5PEC,IFIED TO BE PERFORMED UNDER THE DIREC,TION AND/OR SIGHT OBSERVATION OF THE ARC,HITEC,T OR HIS REPRESENTATIYE,(TJHE CONTRACTOR SHALL NOTIFY THE C,ITY IN5PEC,TOR AND ARC,HITEC,T AT LEAST THREE 5 J/IIORKINI:> DAYS IN ADVANC,E OF THE TIME 5UC,H SITE OBSERVATION AND/OR DIREC,TION 15 REQUIRED. b.l'l.2. SITE OBSERVATION v'IIILL BE REQUIRED FOR THE FOLLOv'IIIN6 PARTS OF THE J/IIORK, b.l'l.5. UPON INSTALLATION AND TESTING OF SLEEVES, MAIN LINES AND LATERAL LINES; v'IIHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT C,OVER ANY LINES UNTIL THEY HAVE BEEN C,HEC,KED AND APPROVED. b.l'l.4. UPON INSTALLATION AND TE5TIN5 OF VALVES, QUIC,K C,OUPLERS, DEVIC,E5, AUTOMATIC, C,ONTROLLERS, AND CONTROL VALVES AND v'IIIRE5. 6.l'l.5. l'lHEN THE SPRINKLER 5'(5TEM 15 C,OMPLETED PRIOR TO PLANTING, THE CONTRAC,TOR, IN THE PRE5ENC,E OF C,ITY INSPEC,TOR AND ARC,HITEC,T, SHALL PERFORM A WVERAl:>E TEST TO DETERMINE IF THE C,OVERA6E OF J/IIATER AFFORDED THE LAl'lN AND PLANTIN6 AREAS 15 C,OMPLETE AND ADEQUATE. THE C,ONTRAC,TOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL J/IIORK REQUIRED TO CORREC,T ANY INADEQUAC,IE5. b.l'!.b. FINAL SITE OBSERVATION VISIT BY THE ARGHITECT AND PERFORMANC,E TEST SHALL BE AT THE SAME TIME AS THE FINAL SITE OBSERVATION OF THE SPEC,IFIED LANDSGAPE MAINTENANC,E PERIOD v'IIORK. END OF 5EC,TION 02810 •• •• • (((l '" ,J • .. Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG "AS-BUILT " EXP. DATE REVIEWED BY: INSPECTOR DATE 6.14. C,ONC,RETE THRUST BLOC,K5 AND SUPPORTS, ADL ri :fA-.:.;t PLANNING ---th :~~~~~6 I SH1EET I CITY OF CARLSBAD i---c--==--c..:-1--+----------------t----+--+-----t--------J PLANNING DIVISION l-----l---+----------------t----+---+------t--------1 :; ASSOCIATES __ _ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" C A R L S B A D, C A. 9 2 0 0 8 ~ 60) 729-8 6 J 7 FAX,~ 6 0)729-8J24 DATE: 4-21-15 JOB NO.: 2191e, SCALE: DRAWN BY, DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL IRRIG>ATION SPEC,lflC,ATIONS RANCHO CARLSBAD R.V. LOT RELOCATION APPROVED PLANNING DWN BY: __ _ CHKD BY:~-- RVWD BY: PROJECT NO. MS 09-04 DATE I DRAWING NO. 486-1 L • I _J ------·--- A l >-,, (>- /, ," / ' ··~" ~-,~ ·----- y-:_ .,. ~.,, ,j -,,,, ' \ i. , . '1 '' ·. / . '/1 ·:, I I , , . '"<'A-'-'.'.,.'c'., ·)/ '..' LSBAD RDEN ARll:J;>. B' ! ' ~SONRY ~~;;~:;::-ii~'.&\,l!@J!LiiL fL:~~ .. ~!;~~-'.!'~~- ~'--l ··-··\_ . .I .f)(JfV JUAN DRIVE (PVT) \ PLANTIN<Sr LE<SrEND -TREES, BOTANICAL. NAME, COMMON NAME, SIZE, a-rr', REMARKS, DE:TAIL5 GILIERCL.15 A5RIFOLIA COAST LlYE OAK 24"60X DOl.!3LE STAl<e I AOB (THIS SHfeET) PL.ATAN.1$ RAGEMoSA GAL.IFORNIA SYCAMORE :24"60X 1'0U6LE STAl<l:: A,e (THIS SHEET) 0-.............. 1-, ... -_ .. _-1,_::"'_o_:'_~_A_fH_ •• _(_NE_NS_,s ____ +-_m_,s_m::> __ JJ_N_1FER __ -J_~_:_,~_:_o_x_+-_:_4-J~"-o_ue_LE __ sT_A_""_-t_A_•_e_!TH_,s_SHEET ___ i 7 G-e·-·-__ LL_'T'_o_NOTHA __ MN_us_r_L_o_"'_'_BUNDtJS __ _j__c_A_T_AL_1_NA_,"'° __ """'_o_o..L_,_s_.,_AL __ -L,__~_'~c."_o_ue_LE __ sT_A_"" _ _._A_•_e_(TH_1s_SHEE __ T_J7 . PLANTIN<Sr LE<SrEND -SHRUBS 4 <SrROUNDGOVERS 0 PlTTOSF'ORIJM 'MARJORIE: GHANNON C.MFENT'ERlA C.ALIFORNIC.A ~ M'T'Ol"oF<Ut-1 PAF<Vll"OLIUM ~",~"~' I elJL:cllNE f"RL/'T1:5CEN5 □-□ c 'HALLMARK' ~'.., LANTANA MONT'EVIDEN515 'v'v'v'v V v 'v "v ' RHAPHIOLEPIS INr:>IC:.A "l'v"v<l ..., ,..., -,..., m f'ESTIJGA t-lAIF<EI .... GLEMATIS ARMANOll MARJORIE: G-HANNON Pl"l""iOSPORUM BUSH ANEMONE M'T'OFOftUM C:.AL.lr'OFlNIA '5-FlAY RUSH ~$eMAFlY ORAN.GE eLJLelNE TRAILIN6 LANTANA INOIAN HAYIITHORN MAIR.E'S FESGUE EYER6REE'N. CLEMATIS 56AL 56AL !"LATS I 6AL I 6AL I 6AL I 6AL I 6AL 56AL 56AL 56AL I I SEE PLANTIN6 NOTE:5 4 1'E:T Al L e (SHEET L-<::!J SEE PLANTIN6 NOTES • OE:TAIL e (SHEET L-<::!J 1e• Ot:,. 1RIAN61JL.AR SPACIN6 80" Ot:,. "TRIANISULAR SPACIN6 24' O.C.. "TRIANGU.AR 5PACIK5 I&" O.C, "TRIANi!il.LAR SPAC-11'16 :24" Ot:,. TRIAN6ULAR SPACIN6 I&' O.C, TRIAM5ULAR SPAC,IN& 24" Ot:,, TRIAN6Ul..AR 5f'Jt..c.lN6 24" O.L. TRIAN5ULAR SPAC.IN6 5' Ot:,. TRIANOOLAR SPJIG1N6 SEE DETAIL "G", SHEET l-..0. ...... NOTE, Dl5TRl51/Te 15 6ALLON AND 24" eox JUNIPERUS C.HINENSIS 'TORULOSA' J:VeNL Y 'THROU6HOIJT SITE. NOTE, ALL SHRUB BEDS SHALL HA\/1':: A a• INGH LA"l"el. OF MULCH. SEE NOTE 21 ON SHEET L-G!. ! REEN V'lALL /, j r I \ \ ' I A / ' i I I / / ~ I\ I tl5~~~;:si· ~-,--..· .·•· -1 J' ' ', ' , .. '\0. I, • .. ,,/ . ,, ·,.,,. ~' .. --~_:.~~-- ,,., \ f ,. ' I \V -V .//';{.,;"'F(\ \ . -("=1~~• .. --~\--- ' ,.f --_,, ..... f ' \;\- \ \ ·, ~+~+~+~+~ HYDROSEED MIXTURE "A" (BORROV'-1 AREA) + + + + + + + + + + + + + + + + ESOTANICAL NAME, 6ROMU5 HORD!:ACE:U5 FESTUCA MY1JR05 var-. HIRJ.ISTA "TRIFOLIUM HIRTUM COMl""ION NAME, BLAN00"""'1-te ZORRO ANNUAL FESC.UE H"r'KON ROSE GLOVER 24 " 10 40 L \ \ \ \ \'\ \ \\\ \ ~ H~~:'=ED HIXTU:: 0 ~'~:,(INTERIH :~:OHODIFIGATION BASIN) ~ ELYMU5 TRITIGOIDES 'ft!O' RIO C:.'Rel:PIN6 ~ILO RTE 6 HOFI.DE:UM eRAGHYANTI-IE:FWM MEAOOrt BARLE:Y 10 i'-'IUHL.E:NBE~IA R.16EN5 Di=EMRASS 0.50 STIPA U:PlPA FOOTHILL NEEDLE 6AA55 4 STIPA PUL.CHRA PURPLE Na:OLE 6R.A55 6 26.S HYDROSEED MIXTURE NOTES, I. HYDROSEED MIXTURE "A" SHALL BE APPLIED TO THE TEMPORARY BORROV'l AREA (SEE PLAN FOR LOC,ATION). HYDROSEED MIXTURE "B" SHALL BE APPLIED TO THE INTERIM HYDROMODIFIC,ATION BASIN (SEE PLAN FOR LOC,ATION). THE C,ONTRAC,TOR SHALL BE RESPONSIBLE TO PROVIDE SUPPLEMENTAL IRRle-ATION, IF NEC,ESSARY, TO EAC,H MIX IN ORDER TO ENSURE SEED e-ERMINATION AND PLANT ESTABLISHMENT. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS ADL PLANNING ASSOCIATES~-- LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" C A R L S B A D, C A. 9 2 0 0 8 (760}729-86J7 FAX:(760)729-8J24 DAlE: 4-21-15 JOB NO.: 21s1e SCALE: h40 DRAWN BY: l/2"l/lE:> ' I J I \P i ·•.~ .. , / / -PROPERTY UINE -~ I \. \ I ~ "AS-BUILT " EXP. REVIEWED BY: INSPECTOR CITY OF CARLSBAD PLANNING DIVISION PLANTIN<Sr PLAN it LEGEND RANCHO CARLSBAD R.V. LOT RELOCATION DATE DATE I APPROVED /tj \ q-le:-Ll-'lt -z,.,.,,, ·He I . PIJ\NNING DATE . l----l---+----------------j-----t------,j------i---1 ~~;::::;;::;===::::;-;:===:~~~~==;-;=~~~~~~~~ DWN BY: -~-PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY:__ MS 09-04 486-1 L RVWD BY: ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL w __J <( I-I- 1: [{) :::) \fl 7~ <b ~ 0 PREVAIJ..IN<S, l"ilND AXIS PARALLEL TO STAKES 0 C) ',,;:"y""---j( Q,{7\__y @ 2" DIA. 101 PINE l..OD6E POLE STAKE 2 ~ ® ® Tl<EE TIES (S) FINISH cs-RADE ROOT6ALL (SEE PLAN FOR SIZE, SET CROl"iN 2" A60VE 51'1.ADE) FERTILIZER TAeLET PER ~JF~~~tS AND G) 6" ~TER BASIN ® 4" LAYER OF MULCH OR 2" OF D.15,. MAINTAIN 2" CLEAR OF TRUNK ® 2X CONTAINER. SIZE NOTE, I. KEEP AL.L MULCH 2" FROM TRUNK OF TREE/SHRUB. 2. Tl<EE STAKES SHALL BE USED FOR T1<EE5 24" BOX OR SMAL.LER A. TREE STAKING N.T.5. 1 l------ 2 l--- 3 B. SLOPE PLANTING •. ' ' \ \ I ! \ \ \ \ \ \ \ ' / ! ! /\ I . ,f I / PLANTING NOTES I. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR l"IITH CONDITIONS UNDER l"IHIC.H ViORK SHALL BE DONE PRIOR TO 6IDDIN6. 2. CONTRACTOR SHALL REVIEl"I PLANTIN6 SPEC.IFIC.ATION5 BEFORE 6E6INNIN6 l"IORK. e. ALL IAIORK IAIILL eE IN ACCORDANCE IAIITH THE REGUIREHENTS OF' THE GOVERNING A6ENC.IE5. 4. CONTRACTOR SHALL NOTIFY Ol"INER'5 REPRESENTATIVE OF ANY DISC.REPANC.IES IN THE EXISTIN6 CONDITIONS OR l"IITHIN THE PLANS PRIOR TO 6E6INNIN6 ViORK. 5. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES PRIOR TO CONSTRUCTION. ALL ViORK SHALL BE PREFORMED IN A MANNER l"IHIC.H l"IILL AVOID POSSIBLE DAMA6E TO UTILITIES. HAND EXCAVATE AS REQUIRED. NOTIFY Ol"INER'S REPRESENTATIVE OF ANY DISCREPANCIES IMMEDIATELY. f>. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NEC.ESSARY THROU6H THE ACTIONS OR NE6Ll6ENC.E OF HIS C.REV-1. 1. ALL ROCKS AND DEBRIS THREE (9") AND LAR6ER SHALL BE REMOVED FROM PLANTIN6 AREAS AND FROM THE SITE. B. PRIOR TO PLANTIN6, ALL IRRl6ATION SYSTEMS SHALL BE FULLY OPERATIONAL AND ALL PLANTIN6 AREAS SHALL BE THOROU6HL Y l"IATERED. 'l. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE Ol"INER'S REPRESENTATIVE DUE TO CONDITION, FORM OR DAMA6E BEFORE OR AFTER PLANTIN6. 10. ALL TREES l"IITHIN 10' OR LESS OF HAR.DSC.APE AREA5(1"1ALLS, CURBS, ROADS, BROl"I DITCHES, DRAINA6E STRUCTURES, ETC..) SHALL BE INSTALLED V'IITH A 24" MIN. ROOT BARRIER DEPTH. ROOT BARRIER SHALL BE INSTALLED PARALLEL TO HAR.DSC.APE SURFACE FOR A DISTANCE OF 10' FORM THE CENTER LINE OF THE TREE TRUNK IN BOTH DIRECTIONS, OR AS INDICATED ON PLAN. ROOT BARRIER TO BE MF6 BY 'BIO-BARRIER' OR APPROVED EQUAL. BARRIERS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS ' II. TREES SHOULD BE LOCATED NO CLOSER THAN FIVE FEET FROM ANY DRAINA6E FLOV'I LINE, SEV'IER LINE, l"IATER LINE, 6A5 LINE, OR ELECTRIC.AL CONDUIT. 12. CONTRACTOR SHALL IMMEDIATELY UPON THE Al"IARD OF THE CONTRACT, ORDER, LOCATE AND PURCHASE (OR HAVE HELD) ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. 19. PLANTIN6 BEDS SHALL HAVE FINISHED 6RADES SMOOTHED TO ELIMINATE PUDDLIN6 OR STANDIN6 ViATER. CONTRACTOR SHALL MAINTAIN A MINIMUM 2% DRAINA6E Al"IAY FROM 6UILDIN6S AND PAVIN6 INTO DRAINA6E STRUCTURES OR TO STREET (SEE EN6INEER'S 6RADIN6 AND DRAINA6E PLANS). CONTRACTOR SHALL NOTIFY Ol"INER IMMEDIATELY OF ANY CONFLICTS IN MAINTAININ6 DRAINA6E. 14. SEE EN6INEER'5 PLAN FOR LAYOUT OF ALL C.UR65, l"IALLS, RETAININ6 ViALL5, UTILITIES, SITE 6RADIN6 AND DRAINA6E. SEE ARCHITECT'S PLAN FOR LOCATION OF ALL BUILDIN65. 15. ALL PLANTIN6 SHALL ONLY BE 6UARANTEED IF THE NURSERY OR CONTRACTOR PROVIDE A 6UARANTEE. If>. SHRUB AND 6ROUNDC.OVER MASS QUANTITIES ARE 5HOV'IN ON PLANS. UNDER.PLANT ALL TREES V'IITH THE ADJACENT SHRUB AND/OR 6ROUNDC.OVER AS INDICATED BY THE PLANS. PLANTS SHALL BE INSTALLED l"IITH TRIANoULAR SPAC.IN6. PLANT 6ROUNDC.OVERS TO V'IITHIN 12" OF TREE TRUNKS OR SHRUB STEMS. 11. PRIOR TO PLANTIN6 IRRl6ATE ALL PLANTIN6 AREAS NORMALLY FOR TV'IO Jl'IEEKS TO 6ERMINATE Jl'IEEDS. APPLY CONTACT HERBICIDE (MONSANTO "ROUND-UP", OR APPROVED EQUAL) TO ViEEDS ONLY PER MANUFACTURER'S RECOMMENDATIONS. REPEAT PROCESS IF l"IEEDS PERSIST. 18. TREE TRUNK PROTEC.TORS SHALL BE INSTALLED AT ALL TREES LOCATED IN LAV'IN AREAS. l'l. PLANTIN6 TABLETS SHALL BE 6RO-POl"IER PLANTIN6 TABLETS I2-e-e (12 MONTH SLOl"I RELEASE FORMULATION). 20.FLATS AND I 6ALLON 6ROUNDCOVER MATERIALS SHALL BE PLANTED TO VilTHIN 12" OF ----------'q . /--------@) / _ _ _______ JII ----'4 _--15 (D ROOTSAl.L, SET C.ROffi I" AeOVE~E @) FINISH ISRAC>E @ FERTILIZER TABLET PERSOILS~T @) PLACE ROO"!aALL OVER NATIVE SU~ @ ~" BASIN BERM FOR VINE$ @ LAYER OF MULGH (5E:E PLANTIN6 SPEGIFICATIONS FOR DEPTH) MAINTAIN 8" FROM T1'1JNK G) f'LANTIN6 HOLE -2 TIMES CONTAINER 1'11.IDTH @ CLASS A TOPSOIL 5AGKF"JLL @) FENc.E CD ROOTBALL, SET CROl"IN I" ABOVE 6RADE ® 2X CONTAINER DIA. (12" MIN. FOR LINERS) ® 2" BASIN BERM FOR SHRUBS 0 AMENDED BACKFILL 4" BASIN BERM FOR TREES /ll,L.£H-E',w;;;cl'f!IE--{a @ $PREAD VINE ON FENCE • 5EC,URE @ REMOVE NLIRSUR"r' STAKE @ FINISH 6RADE 0 FERTILIZER TABLET PER 50IL5 REPORT ® PLACE ROOTBALL OVER NATIVE 5UB6RADE NOTE, ® CONTAINER DEPTH (12" MIN. FOR LINERS) ® 9" LAYER OF MULCH, MAINTAIN 9" CLEAR OF SHRUB BASE @) 2% SLOPE (AV'IAY FROM TRUNK) EROSION CONTROL FABRIC. V'IILL SHALL BE INSTALLED ON SLOPE TO CONTROL EROSION i"IHILE PLANTS ESTABLISH. I 1 e, C. VINE PLANTING N.T.S. ADJACENT SHRUB STEMS. 21. ALL SHRUB BEDS SHALL HAVE A 9 INCH THICK MULCH LAYER "MULCH" SHALL BE BARK MULCH FROM ONE OF THE FOLLOV'IIN6 SOURCES, SHREDDED FIR OR SHREDDED CEDAR. RATES AS SPECIFIED ON PLANS. MULCH SHALL BE FREE OF STICKS, STONES, CLAY OR OTHER FOREl6N MATERIAL. C.ONTRAC.TOR SHALL SUBMIT SAMPLE TO CITY'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. 22. ALL PLANT MATERIAL SHALL MEET MINIMUM STANDARDS SET BY THE AMERICAN ASSOCIATION OF NURSERYMAN AND THE CITY. 29. TREE STAKES ARE NOT TO COME INTO CONTACT l"IITH THE TREES, AND SHALL BE INSTALLED ON THE l"IINDl"IARD SIDE. 24. ALL PLANTIN6 AREAS EXCEPT SLOPES SHALL BE PREPARED BY APPL YING> THE FOLLOVilN6 AMENDMENTS TO THE SOIL AND TILLIN6 INTO THE TOP 6" OF SOIL 9 CU. YD./1000 S.F. NITRIFIED ViOOD SHAVIN6S 100 LBS./I000 S.F. A6RICUL TURAL 6YPSUM 25 LBS./I000 S.F. 12-12-12 FERTILIZER NOTE, SUBJECT TO CHAN6E PER SOIL TEST RECOMMENDATIONS. AFTER ROU6H 6RADIN6, CONTRACTOR SHALL TAKE SOIL SAMPLES FROM ENOU6H LOCATIONS ON THE SITE TO REPR.ESENT AN ADEQUATE CR.055 SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTIN6 LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOVilN6, A. OR6ANIC MATTER CONTENT 6. N.P.K. C..PH D. ED E. SOIL TEXTURE (SILT, CLAY, SAND) F. RECOMMENDATIONS FOR AMENDMENTS, LEACHIN6, AND MAINTENANCE THE RESULTS AND REC.OMMENDATIONS OF THE SOIL TESTIN6 LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY.THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BEC.OME PART OF THE APPROVED PLANS. POST PLANTIN6 FERTILIZATION SHALL BE PERFORMED BY CONTRACTOR AT 90, f>O, AND 'lO DAYS AFTER PLANTIN6. 25. ANY EXl5TIN6 LANDSC.APE THAT 15 DAMA6ED BY THE C.ONTRAC.TOR SHALL BE REPAIRED TO ORl6INAL CONDITIONS l"IITH MATERIALS IN KIND. 21!>. THE HYDROSEED MIXTURE SHALL BE APPLIED TO THE TEMPORARY BORROl"I AREA (SEE PLAN FOR LOCATION). THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE SUPPLEMENTAL IRRl6ATION, IF NEC.ESSARY, TO THIS MIX IN ORDER TO ENSURE SEED 6ERMINATION AND PLANT ESTABLISHMENT. SLOPE REVE6ETATIONIEROSION C.ONTROL 5LOPE5 6,1 OR STEEPER REQUIRIN6 EROSION CONTROL MEASURES AS 5PEC.IFIED HEREIN SHALL BE TREATED V'IITH ONE OR MORE OF THE FOLLOV'IIN6 PLANTIN6 STANDARDS, A STANDARD #I -COVER CROP/REINFORCED 5TRAV'I MATTIN6, COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK 6ERMINATIN6 AND FAST COVERIN6 6RA55E5, C.LOVERS, AND/OR l"IILD FLOV'IER5. SUBMIT THE SPECIFIC. SEED MIX FOR CITY APPROVAL PRIOR TO APPLIC.ATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 'l0% C.OVERA6E l"IITHIN THIRTY (90) DAYS. 6. STANDARD #2 -6ROUNDC.OVER. ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED V'IITH A 6ROUNDC.OVER KNOl"IN TO HAVE EXCELLENT SOIL 6INDIN6 C.HARAC.TERl5TIC.S (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL C.OVERA6E V'IITHIN ONE YEAR). C.. STANDARD #9 -LOVi 5HRU65, LOI"! 5PREADIN6 l"IOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-9/4 INC.H LINERS) SHALL C.OVER A MINIMUM OF SEVENTY (10%) PERCENT OF THE SLOPE FAC.E (AT MATURE SIZE). D. STANDARD #4 -TREES AND/OR LAR6E SHRUBS, TREES AND/OR LAR6E SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF I 6ALLON C.ONTAINERS) AT A MINIMUM RATE OF ONE (I) PER Tl"IO HUNDRED (200) SQUARE FEET. SLOPES -I!>, I OR STEEPER AND, A. 9' OR LESS IN VERTICAL HEl6HT AND ARE ADJACENT TO PUBLIC, l"IALKS OR STREETS REQUIRE AT MINIMUM STANDARD Ill. 6. 9' TO e,• IN VERTICAL HEl6HT REQUIRE STANDARDS #I (EROSION C.ONTROL MATTIN6 SHALL BE INSTALLED IN LIEU OF A COVER CROP), 112, AND #9. C. IN EXCESS OF 8' IN VERTICAL HEl6HT REQUIRE STANDARDS l<I (EROSION CONTROL MATTIN6 SHALL BE INSTALLED IN LIEU OF A COVER CROP), 112, 119, AND 114. AREAS 6RADED FLATTER THAN 6,i REQUIRE STANDARD Ill (C.OVER CROP) l"IITH TEMPORARY IRRl6ATION V'IHEN THEY HAVE ONE OR MORE OF THE FOLLOl"IIN6 CONDITIONS, A. SHEET 6RADED PADS NOT SCHEDULED FOR IMPROVEMENTS V'IITHIN f> MONTHS OF COMPLETION OF ROU6H 6RADIN6. 6. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE C.ITY. C,_ IDENTIFIED BY THE CITY AS Hl6HL Y VISIBLE AREAS TO THE PUBLIC. OR HAVE SPECIAL CONDITIONS THAT l"IARRANT IMMEDIATE TREATMENT. "AS-BUILT EXP. REVIEWED BY: INSPECTOR " DATE DATE N.T.5. ADL PLANNING 1-1/-l'l_/_16---+---+--------------~-i----+--+------+--~I SH!ET I ~ I/2"1/lf> -1 CITY OF CARLSBAD 0 PLANNING DIVISION 1-----+---+--------------+-----l----+-----1------1 ~P=L=A==N::"T=I N=6=P==L=A=N============-=====:; LAWs O,i, ~ ASSOCIATES __ _ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C"' C A R L S B A D, C A. 9 2 0 0 8 ~ m _,4!.f11!6;..;..:.:..=-APPROVED FOR PLANTING AND D60)729-86J7 FAX:{760)729-8J24 DATE: 4-21-15 RANCHO CARLSBAD R.V. LOT RELOCATION f----+-----+--------------+---+-----1---l--------l I A-P-PR_ov_rn_~/~tj=-=----1\'---"'Cq:'-"----'~=..,,;-lt~· L___~ -Z· lc.a .( Ce PLANNING DATE IRRIGATION ONLY, INCLUDING PRECISE JOB NO.: 21518 DWN BY: ~--PROJECT NO. DRAWING NO. rn # _j ~ L 11) :::) \fl LOCATIONS OF PLANTING AREAS DATE INITIAL DATE INITIAL DATE INITIAL ..,.. SCALE: 1'40 REVIS! DESCRIP CHKD BY:__ MS 09-04 486-1 L V L _________________________________________________________________________________ .:::::::: ___ _;□:Rll:WN:::::BY::=========-~=EN:G:IN:E:ER=O:F:W::O:R:K~======O=N=====T:IO=N====~=O::TH~E~R::A~P~P::RO~V~AL~~C~llY~A~P~PR::O~V~AL~~R~VW=D~B~Y~: ===~=========~====~~ _j LA=APf PLANTING SPfCIFICATIONS -LANDSCA!'E i'tORK PAATI-~ I.I. !<ELATED DoaJM6sT5 I.I.I. DRN'IIN65 AND 5ENEAAL PROVISIONS OF CONTRACT, INCLI/DING 5ENEAAL AND SIA'PLEMENTAR'I' CONDITIONS AND DIVISION I SPfCIFICATION SECTIONS, APPLY TO 11'15 SECTION. 1.1.2. CITY OF CARLSBAD'S LAND5CA!'E MANUAL. 1.2. SUMMARY 1.2.1. 11'15 SECTION INCLIJDE5 PROVISIONS FOR THE FOLLOi"IING ITEMS, 1.2.1.1. TREES. 1.2.1.2. SHRIJ65. 1.2.1.S. PLANTS. 1.2.1.4. 5ROIINDWVER. 1.2.15. SOIL AMENDMENTS. 1.:2.1.b. FINISH GRADING. 1.2.1.1. MAINTENANCE PERIOD. 1.2.2. RELATED SECTIONS, M FOLLOi"IING SECTIONS CONTAIN REGIJIREMENTS 11-lAT RELATE TO 11-llSSECTION. 1.2.2.1.. 1/NDERSROUND SPRINKLER SYSTEM 15 S!'EGIFll:t> IN DIVISION 2 SECTION, AS A RECLAIMl:t> i"IATER IRRl5ATION SYSTEM I .6. GUALITY A56UAANCE IS.I. THE CONTRACTOR SHALL SPfCIALIZf IN LANDSCA!'E i'tORK AND P055ESS ALL LICENSES AND PERMITS REGUIRl:t> TO PERFORM M i'tORK INCLI/DING f'l:5T CONTROL APPLICATOR'S AND C-21 LANDSCAPING LIC!:NSl:5. 1.6.2. SOURCE Cl!JALITY CONTROL, 1.6.2.1. 5ENERAL, SHIP LA=APf MATERIALS i"ll11' CERTIFICATES OF INSPEGTION RECllJIRl:t> BY SOVERNIN<S AU™ORITIES. COMFLY i"ll11' RE5ULATION5 APPLICABLE TO LANDSCA!'E MATERIALS. 1.6.2.2. DO NOT MAKE SUBSTITIJTIONS. IF SPfGIFll:t> LANDSCA!'E MATERIAL 15 NOT OBTAINABLE, SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCA!'E ARCHITECT. LA=A!'E ARCHITECT SHALL SPECIFY ALTERNATE MATERIAL. CITY INSPEGTOR MUST APPROVE SUBSTITIJTIONS. 1.6.2.9. ANALYSIS AND STANDARDS, PACKAISE STANDARD PRODUCTS i"ll11' MAtlJFACTUREl'.'5 CERTIFll:t> ANALYSIS. FOR 011-lER MATERIALS, PROVIDE ANAL YSl5 BY REC05NIZED LABORATORY MADE IN ACc.oRDANCE i"IITH ME™ODS ESTA!ll.lSHl:t> BY THE ASSOCIATION OF OFFICIAL A5RIGUL TURE CHEMISTS, i"IHfREV8'. Af'PLICABLE. 1.6.2.4. TREES, SHRUBS, AND PLANTS, PROVIDE TREES, SHRUBS, AND PLANTS OF Cl!JANTITY, 5121:, 5EIIJ5, SPECIES, AND VARIETY SH<mN AND SCHEDUl.l:t> FOR LA=APE i'tORK AND COMFI. YIN<S i"ll11' RECOMMENDATIONS AND RE<l!JIREMENTS OF ANSI ZbO.I "AMERICAN STANDARD FOR NIJRSERY STOCK". PROVIDE HEAL THY, Vl50ROU5 STOCK, 5ROi"IN IN A REC05NIZED NURSER'I' IN ACCORDANCE i"ll'l1' 500D HORTIGUI.TUAAL PRACTICE AND FREE OF DISEASE, INSECTS, "555, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN-SCALD, INJURIES, ABRASIONS, OR Dl5Fli>l!'!EMENT. 1.6.2.5. Y+IERE FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF TREES OR SHRUBS ARE SHOl'IN, SELECT STOCK FOR UNIFORM Hfll>HT AND SPREAD. 1.6.2.6. SELECTION, THE LANDSCAPE ARCHITECT MAY CHECK TREES AND SHRUBS EITHl:R AT Pl.AGE OF 5ROi"l11' OR AT SITE BEFORE PLANTING, FOR COMPLIANCE i"IITH REGUIREMENTS FOR 5ENU5, S!'EGIES, VARIETY, 5121:, AND Cl!JALITY. 11-lE CONTRACTOR SHALL SUBMIT PHOTOi,AAPHS TO LA=A!'E ARCHITECT OF TYPICAL TREES (15 1>AL. AND LARl>ER CONTAINER SIZES) FOR LANDSCAF'!: i'tORK. LANDSCA!'E ARCHITECT RETAINS Rll>HT TO FUR11'8'. CHECK TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURINI> PROl>RE55 OF i'tORK. CONTRACTOR SHALL REMOVE RE.Ee.TED TREES OR SHRUBS IMMEDIATEI.Y FROM PRO.ECT SITE. 1.4. 5UBMITTAL5 1.4.1. 1>ENEAAL, SUBMIT THE FOLLOl'IINI> IN ACCORDANCE i"IITH CONDITIONS OF CONTRACT AND DIVISION I SPfCIFICATION SECTIONS. 1.4.2. PLANT AND MATERIAL CERTIFICATIONS, 1.4.2.1. cERTIFICATES OF INS!'ECTION Af, RE<l!JIRED BY GOVERNMENTAL AUTHORITIES. 1.4.2.2. MANUFACTURER'S OR VENDOR'S CERTIFll:t> ANAL YSl5 FOR SOIL AMENDMENTS AND FERTILIZER MATERIALS. 1.4.2.6. LABEL DATA SUB5TANTIATIN511'AT PLANTS, TREES, SHRUBS AND PLANTINI> MATERIALS COMFL Y i"IITH S!'ECIFIED RECllJIREMENTS. 1.4.2.4. SEED VENDOR'S CERTIFll:t> 5TATEMENT FOR EACH SEl:t> MIXTURE REGUIRl:t>, STATING BOTANICAL AND COMMON MME, PERGENTA5ES BY i"IEll>HT, AND !'ERCENTA5ES OF FURITY, 5ERMINATION, AND i"IEED SEED FOR EACH SEED SPfCIES. 1.4.6. 5011. TESTINI>, 1.4.6.1 UPON COMFLETON OF SRADINS OFERATIONS, M CONTRACTOR SHALL TAKE ONE REPRESENTATIVE SOIL SAMPLE FROM EACH DIFl'ERENT SOIL TYPE AND CONDITION FOR A5RIGULTUAAL SUITABILITY TESTIN5 AT A DEP™ OF 6" TO 12". SOIL 5AMFLES SHALL REPRESENT A CROSS SECTION OF SOIL CONDITIONS PRESENT AT THE SITE. 1.4.6.2. 5011. TEST SHALL BE !'ERFORMl:t> BY A SOIL TESTINI> LABORATORY PRE-APPROVl:t> BY M CITY. TESTS SHALL INDICATE OR6ANIC MATTER CONTENT; N, P, K; PH; EC; SOIL TEXTURE; RECOMMENDATIONS FOR AMENDMENTS, LEACHINS, HYDROSEEDINI>, SOD LAi"IN, SEED L.Ai"IN, ACID LOVIN<, PLANT5 AND MAINTENANCE FERTILIZATION. 1.4.6.6. SOIL TEST RESULTS AND RECOMMENDATIONS OF THE LABORATORY SHALL BE SUBMITTl:t> TO THE <-ITI' OF <-ARLSBAD INSPE<-TOR AND THE LANDS<,APE ARC.HITE<-T FOR IN<-ORPORATION INTO THE PLANS. TEST l<E5UL TS MUST BE REVIEVED AND APPROVED PRIOR TO SOIL AMENDIN5. 1.4.3.4. PRODUCTS SPECIFIED BY PROD~T NAME BY THE SOILS TESTIN5 LAB IN THE RECOMMENDATIONS MAY BE SUBSTITUTED VilTH 'OR EGUAL" PROD~TS APPROVED BY Tl-IE Ol'iNER'S REPRESENTATIVE. 1.5. DELIVERY, STORA5E AND HANDLIN<> 1.5.1. PACKA5ED MATERIALS, DELIVER PACK.A5ED MATERIALS IN CONTAINERS SHOVilH5 ViEl5HT, ANALYSIS, AND NAME OF MAHUFACTIA<ER. PROTECT MATERIALS FROM DETERIORATION DURIN5 DELIVERY, AND i"IHILE STORED AT SITE. 1.5.2. TREES AND SHRUBS, 00 NOT Pl<IJNE PRIOR TO DELIVERY UNLESS OTHEl<Y'IISE APPROVED BY LANDSCAPE ARCHITECT. DO NOT BEND OR BIND-TIE TREES OR SHRLBS IN SUCH MANNER AS TO DAMA5E BARK, BREAK BRAN<-HES, OR DESTROY NATURAL SHAPE. PROVIDE PROTECTIVE COVERIH5 DURIH5 DELIVERY. 1.5.6. DO NOT REMOVE WNTAINER-6ROi"IN STOCK FR.OM CONTAINERS UNTIL PLANTIN5 TIME. lb. JOB CONDITIONS l.b.l. IJTILITIES, DETERMINE LOCATION OF UNDER5ROUND UTILITIES PRIOR TO THE INITIATION OF ANY i'iORK. PERFORM ALL i"IORK IN A MANNER ViHICH VilLL AVOID POSSIBLE DAMA5E TO IJTILITIES. HAND EXCAVATE, AS REGUIRED. MAINTAIN 51'1.ADE STAKES SET BY OTHERS UNTIL REMOVAL IS MUTUALLY MREED UPoN BY PARTIES CONCERNED. 1.1. SEQUENCIN5 AND SCHEDULIH5 1.1.1. PLANTIH5 TIME, PROCEED VilTH, AND COMPLETE LANDSCAPE i"IORK AS RAPIDLY AS PORTIONS OF SITE BECOME AVAILABLE. ViORK SHALL 6E PERFORMED DURIN5 THOSE PERIODS MN l'IEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE V-ITH LOCALLY ACCEPTED HORTICULTURAL l'AACTICE. 1.1.2. COORDINATION VilTH 5ROUNDCOVERS , PLANT TREES AND SHRUBS AFTER FINAL 5RADES ARE AREAS AND PROMPTl. Y REPAIR DAMME TO 5ROUNDCOVERS l<E5ULTIH5 FROM PLANTIN5 OPERATIONS. ESTABLISHED AND PRIOR TO PLANTIH5 OF 5ROUNDCOVERS, UNLESS OTI-IEl<Y'IISE APPROVED BY LANDSCAPE ARCHITECT. IF Pl.ANTIN<> OF TREES AND SHRUBS OCCURS AFTER 5ROUNDC,OVER PROTECT ISROUNDCOVER Ill. SPECIAL PROJl¾T YW<RANTI' Ill.I. l'W<RANTI' LAl'iNS AND 5ROUNDCOVERS THROU5H SPECIFIED MAINTENANCE PERIOD, AND UNTIL FINAL ACCEPTANCE. lll.2. l'IARRANTI' SHRUBS FOR A PERIOD OF qo DAYS AFTER DATE OF FINAL ACCEPTANCE. lll.9. l'IARRANTY TREES, FOR A PERIOD OF ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION, MAINST DEFECTS INCLUDIH5 DEATH, POOR 5ROl1TH OR FORM. lll.4. REMOVE AND REPLACE TREES, SHRUBS, OR OTHER PLANTS FOUND TO BE DEAD OR IN UNHEALTHY WNDITION DURIN5 l'IARRANTI' PERIOD. MAKE REPLACEMENTS VilTHIN 14 CALENDAR DAYS OF NOTIFICATION. REPLACE TREES AND SHRUBS ViHICH ARE IN DOUBTFUL WNDITION AT END OF l'IARRANTY FOR A FIJLL 5ROl'ilH5 SEASON. I ll.5. ANOTI-IER l'IARRANTI' SITE OBSERVATION VISIT VilLL BE COND(K; TED AT END OF EXTENDED PERIOD; UNLESS, IN OPINION OF LANDSCAPE ARC.HITECT, IT 15 ADVISABLE TO EXTEND l'IARRANTI' PERIOD BE FURNISHED, AND PLANTED AS ORl51NALL Y SPECIFIED. l'IARRANTI' PERIOD, IF ANY, TO DETERMINE ACCEPTANCE OR REJECTION. REGIUIRED REPLACEMENTS SHALL BE FURNISHED AND PLANTED AS ORl5INALLY SPECIFIED. PART 2 -F'ROCIJc;T5 2.1. SOIL AMENDMENTS 2.1.1. OR5ANIC, SOIL AMENDMENT SHALL BE A BLENDED COMMERCIALLY PROCESSED SOIL CONDITIONER CONSISTIH5 OF AN OR5ANIC-BASED CONDITIONER, PREPARED BY MIXIH5 A Ll5HT, FRIABLE, SILICEOUS MATERIAL VilTH NITR05EHfORTIFIED, FINELY ISROUND BARK, i"IOOD CHIP'S AND/OR SAi"I DUST. THE MATERIAL SHALL CONTAIN A LOH5-LASTIN5 FORM OF IRON AND SHALL BE VilLBUR-ELLIS "OR5ANO-LIFE" SOIL AMENDMENT OR APPROVED EQUAL. 2.1.2. BARK MULCH, MULCH SHALL BE EARTHl'ilSE ECO-)'IJLCH, AS MANUFACTURED BY A.J. ECOL05Y INDUSTRIES INC.; (61q) 144-0'!42. SUBMIT SAMPLE TO CIT!' INSPECTOR FOR APPROVAL PRIOR TO BULK DalVERY TO SITE. 2.1.3. COMMERCIAL FERTILIZER, COMPLETE FERTILIZER OF NEUTRAL <-HARACTER, PER Tl-IE SOIL TEST RECOMMENDATIONS. 2.1.4. PLANT TABLETS, 2.1.4.1. 5ROUNDCOVER, MRIFORM 5-5RAM (20-10-5) 6LUE CHIP TABLETS. 2.1.4.1. SHRUBS AND TREES, MRIFORM 21-5RAM (20-10-5) BLUE CHIP TABLETS. 2.1.5. IRON SULFATE, IRON SHALL BE EXPRESSED AS METALLIC-DERIVED FROM ;l.lLFATE-DEEP 5REEN /l'ES04H20) A MINIMUM ANALYSIS OF 200 % AND qe,511, RETAINED ON A 10 MESH SCREEN. 2.1.b. 5YPSUM, MRICULTIJRAL 5RADE 5YPSUM SHALL BE A (CA504H20) CALCIUM ;l.lLFATE q4,3 SHALL PA55 A 50 MESH SCREEN. 22. PLANTIH5 BACKFILL MIX 22.1. Pl.ANTIN<> 6ACKFILL SHALL BE A THOROlk,,HL Y BLENDED MIXT\.RE OF EXCAVATED SOIL FR.OM THE PITS AND SOIL AMENDMENTS AT THE l<ATE RECOMMENDED IN THE SOIL TEST RESULTS. 25. PLANT MATERIAL 25.1. QUALITY', PROVIDE TREES, SHRIJBS, AND OTHER PLANTS OF SIZE, 5EI-IJS, SPECIES, AND VARIETY SHOi"IN AND SCHEDULED FOR LANDSCAPE i"IORK AND COMFL YIN<> VilTH RECOMMENDATIONS AND REGUIREMENTS OF ANSI zeo.1 'AMERICAN STANDARD FOR NURSERY STOCK." 25.2. CONTAINER STOCK (I 5AL., 5 5AL., 15 5AL., BOXES) SHALL HAVE BEEN ISROi"IN IN CONTAINER FOR AT LEAST SIX MONTHS, BUT NOT OVER Ti"IO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN 6ALLS OF EARTH, ViHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES VilTli DAMA5ED ROOTS OR BROKEN BALLS SHALL BE PLANTED. 25.3. TREES, PROVIDE TREES OF HEl5HT AND VilDTH SCHEDULED OR SHOi"IN AND VilTH BRANCHIH5 CONFl5URATION RECOMMENDED BY ANSI ZbO.I FOR Tl'PE AND SPECIES REQUIRED,. UNLESS OTHEl<Y'IISE SPECIFIED GUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE i"IORK SHOi"IN ON DRAl'ilH5S. PROVIDE SIN5LE STEM TREES EXCEPT V'IHERE SPECIAL FORMS ARE SHOi"IN OR LISTED. 25.4. SHRUBS, PROVIDE SHRLBS OF THE HEl5HT AND VilDTH SHOi"IN OR LISTED REGUIRED BY ANSI ZE>O.I FOR Tl'PE AND HEl5HT OF SHRLB REGIUIRED. 2.4. ISROUNDCOVER MATERIALS 2.4.1. SEED, PROVIDE FRESH, CLEAN, NEl'i-GROF' SEED COMFL YIN5 i"IITH TOLERANCE FOR Pt.lRITI' AND 5ERMINATION ESTABLISHED BY OFFICIAL SEED ANALYSTS OF NORTH AMERICA PROVIDE SEED MIXTURE COMPOSED OF SEED SPECIES, PROPORTIONS AND MINIM.JM PERCENTA5ES OF PIJRITI', 5ERMINATION, AND MAXIMUM PERCENTME OF ViEED SEED, AS SPECIFIED IN THE "SCHEDULE OF SEED MIXT\JRES" INDICATED ON PLANS. 2.4.2. PROVIDE 5ROUND COVER PLANTS ESTABLISHED AND ViELL ROOTED IN FLAT REMOVABLE CONTAINERS AND WITH NOT LE55 THAN MINIMUM NUMBER AND LEH5TH OF RLHNERS REGIUIRED BY ANSI Z60.I FOR THE POT SIZE SHOl'IN OR LISTED. 25. HYDROSEED COMPONENTS AND ADDITIVES 2.5.1. MATERIALS, ALL MATERIALS SHALL BE STANDARD, APPROVED, FIRST 5RADE GUALITY AND IN PRIME CONDITION ViHEN INSTALLED. ALL COMMERCIAL PROCESS OR PACKMIH5 MATERIAL SHALL BE DELIVERED TO THE SITE IN THE ORl51NAL UNOPENED CONTAINERS BEARIH5 THE MAI-IJFACTURER'S 5UARANTEED ANALYSIS. 2.5.2. BINDER -AZ-TAC OR EGUAL. 25,3. CELLULOSE FIBER MULCH -f"IEYERHAEUSER "SILVA-FIBER" OR EGUAL. 2.b. MISCELLANEOIJS LANDSCAPE MATERIALS 2.6.1. STAKIN5 MATERIAL, STAKES SHALL BE OF LOOOEPOLE PINE. THESE SHALL BE 5TRAl5HT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS VilTH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LEN5TH. 2.b2. TREE TIES, TREE TIES SHALL BE V.I.T. CINCH-TIE OR APPROVED EGUAL. 2b5. 5UY VilRES, 12 5AU5E 5ALVANIZED VilRE. 2.6.4. 5UY VilRE HOSE, 3/e" OR 5/16" X .062" 111' POLYETHYLENE 11.lllN5 BY l'IARD MF5., (114) 631-5055. 2.6.5. ROOT BARRIERS, COPOLYMER POL Yl'ROPYLENE, INJECTION MOLDED, .000 THICKNESS ROOT BARRIER AS MANLFACTIJRED BY DEEP ROOT CORPORATION, (000) 45Ei-166Ei. USE MODEL UB 24-2 ADJACENT TO CURSS AND PAVIN5 SJRFACES. USE MODEL UB 36-2 ADJACENT TO RETAININ5 l'IALLS AND BUILDIN5 FOOTlt-155. PART 3 -EXECUTION 3.1. PREPARATION -5ENERAL 3.1.1. ALL ROCK AND OTHER ISROl'iTH OR DEBRIS ACCUMULATED DURIN5 THE DURATION OF THE l'ROJECT 5HALL ElE REMOVED FROM THE SITE. 3.12 5RADIH5 AND SOIL PREPARATION i"IORK SHALL BE PERFORMED ONLY DURIN5 THE PERIOD ViHEN BENEFICIAL AND OPTIM.JM RESI.ILTS MAY BE OBTAINED. IF Tl-IE MOISTURE CONTENT OF 11-lE SOIL SHOULD REACH ;l.lCH A LEVEL THAT i'iORKIH5 IT i"IOULD DESTROY SOIL S~TIJRE, SPREADIN5 AND 5RADIN5 OPERATIONS SHALL BE ;l.lSPENDED UNTIL Tl-IE MOISTURE CONTENT 15 INCREASED OR REDUC,ED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. 3.15. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDIH5 VilTH ANY ViORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM Tl-IE LANDSCAPE ARCHITECT OF ANY DISCREPANCY BETY'IEEN THE DRAY'IIN55 AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. 3.1.4. QUANTITIES FOR PLANT MATERIALS ARE SHOi"IN FOR CONVENIENCE ONLY, AND NOT 5UARANTEED. CHECK AND VERIFY COUNT AND ;l.lPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAY'IIN55. CERTIFY ANY CLARIFICATION'S VilTH Tl-IE LANDSCAPE ARCHITECT. ADEGUATEL Y STAKE, BARRICADE, AND PROTECT ALL IRRl5ATION EGUIPMENT, MANHOLES, UTILITY' LINES, AND OTHER EXISTIH5 PROPERTY' DURIN5 ALL PHASES OF Tl-IE SOIL AMENDIH5, PLANTIN5 AND 5RADIN5 OPERATIONS. 3.15. CONTRACTOR SHALL ;l.lPPL Y 515NED COPIES OF REGUIRED CERTIFICATES, TRIP SLIP'S, AND INVOICES FOR SOIL PREPARATION MATERIALS, AND SHALL INVOICE SUCH MATERIAL, COMPARIH5 Tl-IE TOTAL GUANTITIES OF EACH MATERIAL FURNISHED MAINST Tl-IE TOTAL AREA TO EACH OPERATION. IF THE MINIMUM SOIL PREPARATION RATES OF APPLICATION HAVE NOT BEEN MET, Tl-IE LANDSCAPE ARC.HITECT VilLL REGUIRE AT NO COST TO OWNER, THE DISTRIBUTION OF ADDITIONAL GUANTITIES OF THESE MATERIALS TO FULFILL Tl-IE MINIMUM APPLICATION REGIJIREMENTS SPECIFIED. 32. FINISH 5RADIN5 3.2.1. FINISH 5RADIN5, FINISH 5RADES SHALL BE AS INDICATED ON THE CIVIL EN51NEERS DRAY'IIN55 AND LANDSCAPE DRAY'llt-155. 3.2.2. FINISH 5RADE5 SHALL BE MEASURED AS Tl-IE FINAL l'IATER COMPACTED AND SETTLED SJRFACE 5RADES; AND SHALL BE VilTHIN PLUS OR MIi-i.JS 0.1 FOOT OF THE SPOT ELEVATIONS AND 51'1.ADE LINES INDICATED ON Tl-IE DRAY'IIH5. 92.3. MOLDIN5 AND ROUNDIN5 OF THE 5RADES SHALL BE PROVIDED AT ALL CHAH5E5 IN SLOPE ViHERE REGUIRED BY THE LANDSCAPE ARCHITECT. 3.2.4. ALL UNDULATIONS AND IRRE5ULARITIES IN THE PLANTIN5 SURFACES l<E5ULTIH5 FROM TILLA5E, ROTOTILLIN5 AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTIN5 OPERATIONS ARE INITIATED. 32.5. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMME TO SPRINKLER HEADS, IRRl5ATION LINES, AND OTHER UNDER5ROUND IJTILITIES DURIH5 HIS 5RADIN5 AND CONDITIONIN5 OPERATIONS. 3.2.b. FINAL FINISH 51'1.ADES SHALL INSURE POSITIVE DRAINA5E OF THE SITE VilTH ALL SJRFACE DRAIHA5E Ai"IAY FROM BUILDlt-155, l'IALLS, AND TOl'IARD ROADl'IAYS, DRAINS AND CATCH BASINS. 3.2.i. FINISH 51'1.ADE SHALL MATCH THOSE OF Tl-IE CIVIL EN51NEEl<S DRAY'IIH55. FINAL 5RADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTIN5 OPERATIONS VilLL BE ALLOl'iED TO BE51N. 3.3. PREPARATION FOR PLANTIH5 AREAS 35.1. SOIL CONDITIONIN5, FERTILIZIN5 4 ROTOTILi.iN<>, AFTER THE PLANTIN5 AREAS HAVE BEEN 51<.ADED, APPLY SOIL AMENDMENTS AND INITIAL FERTILIZERS AS SPECIFIED IN ALL LAi"IN AND ISROUND COVER AREAS VilTH A 5LOPE OF 3d OR FLATTER. ALL LAi"IN AREAS SHALL BE CR055-FI.IPPED IN Ti"IO DIRECTIONS TO A DEPTH OF e, INCHES MINIMUM BELOl'l FINISH 5RADE. DURIN5 THIS OPERATION, ALL STONES OVER I INCH IN 5REATEST DIMENSION SHALL BE REMOVED. REMOVE Hl5H AREAS AND FILL IN DEPRESSIONS. TILL TO A DEPTH OF NOT LESS THAN 6 INCHES BY ROTOTILLIH5 A MINIMUM OF mo (:1.) ALTERNATIN5 PASSES. TILL SOIL TO A HOM05ENEOUS MIXT\.RE OF FINE TEXTlJRE, FREE OF LUMPS, CLODS, STONES, ROOTS AND OTHER EXTRANEOUS MATTER. 5RADE SHALL BE RETURNED TO THE CONDITION OF Tl-IE APPROVED 5RADIH5 PLANS. 3.6.1.1. PRIOR TO PREPARATION OF UN5RADED AREAS DE515NED TO BE LANDSCAPED, REMOVE EXISTIH5 VE5ETATION AND l'IEEDS. PROPERLY DISPOSE OF ;l.lCH MATERIAL OIJTSIDE OF Ol"lNERS PROPERTY'. 9.3.1.1.1. SOIL AMENDMENTS SHALL BE APPLIED AT THE RATES RECOMMENDED BY THE SOIL TESTIN5 LAB. THE FOLLOl'ilN5 SCHEDULE IS FOR BIDDIH5 PIJRPOSES ONLY. AD..lJSTMENTS MAY BE NECESSARY. 3.3.1.1.1.1. OR5ANIC AMENDMENT 6 CU. YD. PER lpoo SG. FT. 9.9.1.1.1.2. IRON ;l.lLFATE, 20 LBS PER 1,000 SG. FT. 3.3.1.1.1.3. 5YPSUM, 120 LBS PER l,000 SG. FT. 3.3.1.1.1.4. PRE-PLANT FERTILIZER, 90 LBS PER 1,000 SG. FT. 3.3.2 ALL 5LOPE AREAS 2d OR 5TEEPER SHALL RECEIVE 5YPSUM AT A RA TE OF 120 LBS. PER 1,000 SG. FT. 3.4. EXCAVATION FOR TREES AND SHRLBS 6.4.1. CONTAINER 5ROl"IN STOCK IN CANS SHALL BE REMOVED VilTHOIJT DISTURBIH5 THE ROOT BALL. STOCK ISROl'IN IN BOXES SHALL HAVE BOTTOMS REMOVED. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORME AREAS OR FROM Tl-IE SITE. EACH TREE AND SHRUB SHALL BE PLACED IN Tl-IE CENTER OF 11-lE HOLE AND SHALL BE SET PLUMB, REMOVE SIDES OF BOXES AND HOLD Rl51DL Y IN POSITION UNTIL THE PLANTIH5 BACKFILL HAS BEEN TAMPED AROUND EACH ROOT BALL. 9.4.1.1. FOR CONTAINER 5ROl"IN STOCK, EX<-AVATE AS SPEC,IFIED FOR SIZE OF <-ONTAINER VilDTH AND DEPTH. 3.4.12. DISPOSE OF EXCESS SUBSOIL REMOVED FROM PLANTIN5 EXCAVATIONS. 3.4.1.3. FILL EXCAVATIONS FOR TREES AND SHRUBS VilTH l'IATER AND ALLOl'i l'IATER TO PERCOLATE OUT PRIOR TO Pl.ANTIN<>. 3.5. PLANTIN5 TREES AND 5HRLBS 3.5.1. ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SEmlH5, THEY BEAR ONE INCH ABOVE THE ;l.lRR0UNDIN5 FINISH 51'1.ADE AS THEY BORE TO Tl-IE SOIL LINE 51'1.ADE IN THE CONTAINER. 3.5.2, PLANTIN5 TABLETS SHALL BE PLACED IN EACH TREE AND SHRUB Pl.ANTIN<> HOLE AT Tl-IE FOLLOl'ilN5 RA TE, 6.5.2.1. 1-21 5RAM TABLET PER I 5ALLON CONTAINER. 3.52.2. 9-21 5RAM TABLETS PER 5 <>ALLON CONTAINER. 35.2.3. 4-21 5RAM TABLETS PER 15 5ALLON CONTAINER. 35.2.4. 1-21 5RAM TABLET PER EACH 4 INCH OF BOX SIZE. 35.2.5. 1-5 5RAM TABLET PER FLATTED OR LINER PLANT. 35.3. NO PLANT VilLL BE ACCEPTED IF Tl-IE ROOTBALL 15 BROKEN OR CRACKED, EITHER BEFORE, DURIN5 OR AFTER Tl-IE PROCESS OF INSTALLATION. 35.4. l'IATER BASIN SHALL BE FORMED AROUND EACH TREE AND SHRUB PER DETAIL. ALL PLANTS SHALL BE THOROU5HL '( l'IATERED IMMEDIATELY AFTER Pl.ANTIN(!>. 6.55. ViHEN DIRECTED BY THE LANDSCAPE ARCHITECT, CONTRACTOR SHALL PRUNE, THIN OUT, AND SHAPE TREES AND SHRUBS IN ACCORDANCE i"IITH STANDARD HORTICULTURAL PRACTICE. Pl<IJNE TREES TO RETAIN REGIUIRED HEl5HT AND SPREAD. UNLESS OTHEl<Y'IISE DIRECTED BY LANDSCAPE ARCHITECT, DO NOT CUT TREE LEADERS, AND REMOVE ONLY !NJ.IRED OR DEAD BRANCHES FROM FLOl',ERIN5 TREES, IF ANY. Pl<IJNE TREES AND SHRLBS TO RETAIN NATURAL CHARACTER. 9.5.b. REMOVE AND REPLACE EXCESSIVELY PRUNED OR MISFORMED STOCK RE;l.lLTIH5 FROM IMPROPER Pl<IJNIH5. 9.5.1. STAKE TREES IMMEDIATELY AFTER PLANTIN5, AS INDICATED. ALL TREES, 15 5ALLON AND SMALL..ER SHALL BE 51N5LE STAKED, 24" BOX AND LAR5ER SHALL BE DOUBLE STAKED AS INDICATED ON DRAi"IINi>S. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT Tl-IE DRIVIN5 IN OF THE STAKE DOES HOT DAMA5E Tl-IE TREE ROOTS OR ROOTBALL. TREE TIES SHALL BE FASTENED PER DETAIL. 3.6. HYDROSEEDIH5 3.6.1. INSPECTION OF CONDITIONS, BEFORE PROCEEDIH5 WITH ANY i"IORK, THE HYDROSEEDIN5 LANDSCAPE CONTRACTOR SHALL CAREFULLY CHECK PLAHTIH5 AREA CONDITIONS AND SHALL IMMEDIATELY INFORM Tl-IE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETY'IEEN Tl-IE DRAi"IINi>S AND ACTUAL CONDITIONS. NO i"IORI< SHALL BE DONE ON ANY AREA ViHERE THERE ARE SUCH DISCREPANCIES OR i"IHERE CONDITIONS ARE UNSUITABLE FOR SUCCESSFUL PLANT MATERIAL ESTABLISHMENT UNTIL APPROVAL HAS BEEN 5IVEN BY THE LANDSCAPE ARCHITECT. 3.6.2. GIJALITI' OF i'iORK, THE HYDR05EEDIH5 ViORK SHALL BE PERFORMED BY A COMPETENTLY TRAINED INDIVIDUAL OR HYDR05EEDIH5 COMPANY IN ACCORDANCE VilTH THE BEST STANDARDS AND PRACTICES RELATED TO THE TRADE. 9.6.3. SOIL PREPARATION, l'IATER ALL PLANTIN5 AREAS THOROUISHLY AND CONTINI/OUSLY FOR THREE (3) CONSECIJTIVE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO HYDROSEEDIH5 OPERATION. ALLOl'i PLANTIN5 AREA SOIL SURFACE TO DRY OUT FOR ONE DAY ONLY PRIOR TO THE HYDROSEEDIH5 APPLICATION. CARE MUST BE TAKEN TO NOT ALLOW Tl-IE SOIL 5\,1'1.FACE TO BE SUPER SA'M<ATED WITH l'IATER PRIOR TO Tl-IE HYDROSEEDIH5 INSTALLATION AT THE SAME TIME THE SOIL SURFACE SHOULD NOT BE BONE DRY. THERE SHOULD BE SOME RESIDUAL MOISTURE WITHIN THE FIRST 1/4 INCH OF SOIL SURFACE. 3.6.4. BE51N THE HYDROSEEDIN5 OPERATION ON ALL AREAS AS SPECIFIED HEREIN. 3.b.4.1. HYDROMULCHIH5 APPLICATION AND PLANTIH5 SCHEDULE, THE HYDROM.JLCHIN5 SHALL BE APPLIED IN THE FORM OF A FLURRY CONSl5TIN5 OF OR5ANIC SOIL AMENDMENTS, COMMERCIAL FERTILIZER, AND OTI-IER CHEMICALS CALLED FOR. ViHEN HYDRAULIC.ALLY SPRAYED ONTO Tl-IE SOIL, Tl-IE MULCH SHALL NOT FORM A BLOTTER LIKE MATERIAL. THE SPRAY OPERATION MUST BE SO DIRECTED THAT Tl-IE SLURRY SPRAY VilLL ALSO PENETRATE Tl-IE SOIL SURFACE AS TO DRILL AND MIX Tl-IE SLURRY COMPONENTS INTO THE SOIL, THl/5 ENSURIN5 MAXl)'IJM IMPRE5NATION AND COVERA5E. 3.6.42. PREPARATION OF HYDROSEEDIH5 MIXTURE, THE 5LURRY SHALL BE PREPARED AT Tl-IE SITE AND ITS COMPONENTS SHALL BE MIXED TO SI.IPPLY THE RATES OF APPLICATION AS PER SPECIFICATIONS. 3b.45. SLURRY PREPARATION SHALL BE51N BY ADDIN5 l'IATER TO THE LINK i"IHEN THE EN51NE IS AT ONE-HALF TH<OmE. ViHEN THE l'IA TER LEVEL HAS REACHED THE HEl5HT OF Tl-IE A51TATOR SHAFT AND OOOD RECIRCULATION HAS BEEN ESTABLISHED, THE FERTILIZERS SHALL BE ADDED TO THE MIXT\JRE (Tl-IE TANK SHALL BE AT LEAST 1/3 FILLED VilTH l'IATER AT THIS TIME). 3.b.4.4. THE EN51NE THROTTLE SHALL BE OPEN TO FULL SPEED ViHEN THE TANK 15 1/2 FILLED VilTH l'IATER. ALL OR5ANIC AMENDMENTS, FIBER, AND CHEMICALS SHALL THEN BE ADDED BY THE TIME THE TANK 15 2-1/3 TO 3/4 FULL. AT THIS TIME Tl-IE SEED MIX SHALL ALSO BE ADDED. 3.b.4.5. SPRAYIH5 SHALL COMMENCE IMMEDIATELY i"IHEN 11-lE TANK 15 FULL AND THE SLURRY 15 MIXED. 3.b5. APPLICATION, Tl-IE OPERATOR SHALL SPRAY THE AREA i"IITH A UNIFORM VISIBLE COAT USIN5 Tl-IE DARK COLOR OF THE CELLULOSE FIBER OR OR5ANIC AMENDMENT AS A VISUAL 5UIDE. THE SLURRY SHALL BE APPLIED IN A OOl'INl'IARD DRILLIN5 MOTION VIA A FAN STREAM NOZZLE. 3.b.b. TIME LIMIT, Tl-IE HYDROMULCHIN5 5LURRY COMPONENTS ARE NOT TO BE LEFT IN THE HYDROMULCH MAc;HINE FOR MORE 11-lAN Tl'iO HOURS. IF 51.URls'r' COMPONENTS ARE LEFT FOR MORE THAN mo HOURS IN THE MACHINE, THE CONTRACTOR SHALL ADD 50 % MORE OF THE ORl51NALL Y SPECIFIED SEED MIX TO ANY SLURRY MIX ViHICH HA5 NOT BEEN APPLIED i"IITHIN THE mo HOURS AFTER MIXIN5. Tl-IE CONTRACTOR SHALL ADD 15% MORE OF THE ORl51HAL SEED MIX TO ANY SLURRY MIXT\JRE ViHICH HAS NOT BEEN APPLIED El5HT HOURS AFTER MIXIH5. ANY MIXTURE NOT APPLIED AFTER El5HT HOUR5 SHALL BE REJECTED AND DISPOSED OF OFF-SITE AT CONTRACTORS EXPENSE. 3b.i. PROTECTION, SPECIAL CARE 15 TO BE EXERCISED BY Tl-IE CONTRACTOR TO PREVENT ANY OF THE SLURRY FROM BEIN5 SPRAYED ONTO ANY ADJACENT PROPERTY', ETC. ANY SLURRY SPRAYED ONTO THESE AREAS SHALL BE CLEANED OFF AT THE CONTRACTORS EXPENSE. 3.b.e. HYDROMULCHIH5 SCHEDULE, AS AN ADDED PRECAUTION, THE HYDROSEEDED AREA SHALL BE PRESOAKED VilTH l'IA TER 6'( THE IRRl5ATION SYSTEM TO A DEPTH OF THREE (3) INCHES 4b HOURS PRIOR TO THE HYDROSEEDIH5 INSTALLATION. Sb,q, APPLICATION RATE5, CELLL!..OSE FIBER -2,000 LBS/ACRE M-BINDER -140 LBS PER ACRE SEED MIX -AS INDICATED ON DRAl'ilt-155 FERTILIZER, TuRF AREA -02-12-12.) -400 LBS. / ACRE OTI-IER AREAS -(0-36-0) -900 LB5. / ACRE (3e,-o-o) -50 LBS. / ACRE 3.b.10. HYDROSEEDIH5 EGUIPMENT, THE SPECIFIED COMPONENTS SHALL BE MIXED T05ETHER IN A HYDROSEEDIH5 MACHINE DESCRIBED AS FOLLOl'iS, 3.6.10.I. THE HYDROMULCHIH5 EQUIPMENT SHALL MEET Tl-IE MINIHJM REGIJIREMENTS OF A SLURRY DISTR16UTION LINE LAR5E ENOU5H TO PREVENT CLOSIH5 AND CONTII-IJOUS NON FLUCTUATIH5 DISCHAR5E OF AT LEAST 25 PSI AT THE END OF THE SPRAY NOZZLE. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY' OF 2000 5ALLONS AND SHALL BE MOUNTED ON A TRAYalN5 UNIT EITHER SELF-PROPELLED OR DRAl"IN BY A SEPARATE UNIT. 3.6.10.2. THE EGII.JIF'MENT SHALL HAVE A BUILT-IN A51TATION SYSTEM UNDER OPERATIH5 CAPACITY' SUFFICIENT TO A51TATE, SUSPEND AND HOM05ENEOUSLY MIX A SLURls'r' CONTAININ(!; NOT LESS THAN 20 KIL05 (44 LBSJ OF OR5ANIC M.JLCHIN5 AMENDMENT PLUS FERTILIZER CHEMICAL ADDITIVES AND SOLIDS FOR EACH 100 5ALLON5 OF l'IA TER. 5.1. PLANTING 6ROUNP COVER 3.i.l. SPACE 5ROUND COVER PLANTS AS INDICATED OR SCHEDULED. 3.12. Dl5 HOLES LAR5E ENOU5H TO ALLOl'i FOR 5PREADIN5 OF ROOTS AND BACKFILL VilTH PLANTIH5 501 . i"IORK SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLl5HT SAUCER INDENTATION AROUND PLANTS. l'IATER THOROU5HLY AFTER PLAHTIH5, TAKIN5 CARE NOT TO COVER CROl'lNS OF PLANTS VilTH ViET SOILS. PROVIDE PLANT TABS PER SPECIFICATION 352. 3.15. PROVIDE 6 INCH THICKNESS OF BARK MULCH IN ALL NON-TURF Pl.ANTIN<> AREAS LESS STEEP THAN 3, I (RIPARIAN AREAS EXCLUDED) 9.Ei. POST FERTILIZATION 3.Ei.l. P05T FERTILIZATION FOR ALL AREAS SHALL OCCUR AFTER PLANTIH5 AT A RATE SPECIFIED IN THE SOIL TEST RECOMMENDATIONS. 3_q_ MAINTENANCE PERIOD 9_q.1, THE MAINTENANCE PERIOD BE51NS ON THE FIRST DAY AFTER ALL LANDSCAPE, IRRl5ATION, AND ALL OTHER INDICATED OR SPECIFIED i"IORK ON THIS PROJECT IS COMPLETE, CHE<-KED, ACCEPTED AND l'IRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT 15 5IVEN. 3_q2_ THE CONTRACTOR SHALL CONTINLOUSLY MAINTAIN ALL INVOLVED AREAS OF Tl-IE CONTRACT DURIN5 THE PR05RESS OF Tl-IE i"IORK AND DURIH5 Tl-IE MAINTENANCE PERIOD UNTIL Tl-IE FINAL ACCEPTANCE OF THE l'lORK. 3_q5_ THE MAINTENANCE PERIOD SHALL CONTINUE UNTIL FINAL ACCEPTANCE, BUT IN No CASE, LESS THAN qo DAYS AFTER APPROVED COMPLETION OF LANDSCAPIH5. 3,q,4, THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD VilLL BE EXTENDED, ViHEN IN THE OPINION OF THE LANDSCAPE ARCHITECT, IMPROPER MAINTENANCE AND/OR P05516LE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON-COVERIN5 LAJIIIN5 ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF Tl-IE l'lORK AT NO CHAN5E IN CONTRACT PRICE UNTIL ALL OF THE YiORK 15 COMPLETED AND ACCEPTED LANDSCAPE ARCHITECT. 3_q5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAININ5 ADEGIJATE PROTECTION OF THE LANDSCAPE AREAS. DAMA5ED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENS . 3,q,b, THE CONTRACTOR MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY Pl<IJNIN5, MOi"IIH5, CULTIVATIH5, AND ViEEDIH5 AS REQUIRED FOR HEALTHY 5ROl1TH; CONTRACTOR SHALL RESTORE PLANT l'IATERIN5 BASINS, Tl5t/TEN AND REPAIR STAKE AND 5UY SI.IPPORTS, RESET TREES AND SHRIJB5 TO PROPER 5RADES OR VERTICAL POSITION AS REQUIRED, AND SPRAY AS REGIUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. 3.10. CLEANUP AND PROTECTION 3.10.I. DURIH5 LANDSCAPE r«,RK, KEEP PAVEMENTS CLEAN AND /'lORK AREA IN AN ORDERLY CONDITION. 3.102. PROTECT LANDSCAPE i'iORK AND MATERIALS FR.OM DAMA5E DUE TO LANDSCAPE OPERATIONS, OPERATIONS 6Y OTHER CONTRACTORS AND TRADES, AND TRESPASSERS. MAINTAIN PROTECTION DURIH5 INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMA5ED LANDSCAPE ViORK AS DIRECTED. 3.11. 51TE OBSERVATION VISITS, 3.12.1. SITE OBSERVATION VISITS HEREIN SPECIFIED SHALL BE MADE BY THE CITY INSPECTOR AND THE LANDSCAPE ARC.HITECT. THE CONTRACTOR SHALL REGIJEST SITE OBSERVATION IN 4e, HOURS ADVANCE OF THE TIME OBSERVATION IS REGUIRED. 3.112. SITE OBSERVATION VilLL BE REGUIRED FOR THE FOLLOl'ilH5 PARTS OF THE i"IORK, 3.112.1. INCORPORATION OF SOIL CONDITIONER AND FERTILIZER INTO THE SOIL. 3.1122. UPON COMPLETION OF FINISH 5RADIH5 PRIOR TO PLANTIH5. 3.1125. APPROVAL OF PLANT MATERIALS. 3.112.4. ViHEN PLANTIN5, AND ALL OTHER INDICATED OR SPECIFIED l'lORK, EXCEPT THE MAINTENANCE PERIOD, HA5 BEEN COMPLETED. 3.1125. FINAL SITE OBSERVATION VISIT AT Tl-IE COMPLETION OF 11-lE MAINTENANCE PERIOD. THIS SITE OBSERVATION VISIT SHALL ESTABLISH THE BE51NNIN5 DATE FOR THE l'IARRANTY PERIOD OF PLANT MATERIAL. 3.112.b. UPON COMPLETION OF Tl-IE l'IARRANTY PERIOD. 3.11.6. ACCEPTANCE, UPON COMPLETION OF THE FINAL SITE OBSERVATION VISIT AND THE i'iORK OF THIS SECTION, THE CONTRACTOR VilLL BE NOTIFIED IN Yil<.ITIN5 (I) Y'IHETHER THE i"IORK 15 ACCEPTABLE; (:1.) OF ANY REQUIREMENTS NECESSARY FOR <-OMPLETION AND ACCEPTANCE. 6.11.4. THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH SITE OBSERVATION Vl51T BY THE LANDSCAPE ARCHITECT. 3.11.4. Tl-IE CONTRACTOR SHALL <-ONTACT Tl-IE LANDSCAPE ARCHITECT .PRIOR TO BE51NNIH5 LANDSCAPE i"IORK SO THAT Tl-IE LANDSCAPE ARC.HITECT CAN REVIEl'l THE PROJECT 1/TILITI' LOCATIONS AND REVISE PLANS ACCORDIH5LY. END CIF $EC.110N 02<IOO "AS-BUILT " EXP. DATE REVIEWED BY: INSPECTOR DATE AOL 1/1::2/16 1-11_:2"!_116-+--+-------------+--+--+--+-----1 ~ I CITY OF CARLSBAD ~ ; PLANNING DIVISION PLANNING ASSOCIATES __ _J; L LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" C A R L S B A D, C A. 9 2 0 0 8 PLANTING SPECS. RANCHO CARLSBAD R.V. LOT RELOCATION 1 -~--------------------~ t---t---t-------------+--+--+--+---l I APPROVED ,~..i,\ &--. ~1-o=tl: . PLANNING D6D)729-86l7 FAX:06D)729-BJ24 DATE: 4-21-15 • 1.62. EXCAVATION, Y'IH!:N CONDITIONS DETRIMENTAL TO PLANT 5ROY'ITH ARE ENCOUNTERED, SUCH AS RLBBLE FILL, ADVERSE DRAINA5E CONDITIONS, OR OBSTRLCTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTIN5. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS JOB NO.: 21s1e SCALE, . DRAWN BY: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: I PROJECT NO. I DRAWING NO. MS 09-04 486-1L • _________ __J co # ~ :r. Cl) :::) U) C) I _J