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Home My WebLink AboutDWG 440-9L; MS 04-18; EUCALUPTUS LANE; 01-07VICINITY MAP CITY OF OCEANSIDE -----S IT E (Crestview Dr.) NO SCALE PACIFIC OCEAN CITY OF ENCINITAS ~ ff ; r' ,I ...n_J BACKFLOW PREVENTER TEST NOTE: ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: www.ci.carlsbad.ea.us/pdfdoc.html?pid=340 CONTRACTOR REQUIREMENTS: 1. PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREESTANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING OF EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANT SHALL TAKE PLACE AS GRADING PROGRESSES. 2. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGAITON INSTALLATION FIRST COMMENCES. 4. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. REVIEWED ~ -;;-d,~ ~ERING PLAN CHECKER 3,,z,;,07 DATE FUTURE POTABLE WATER SYSTEM FORLANDSCAPEIMPROVEMENTSAT KEY MAP -D -EL CAMINO REAL 20, l;-TRlMMtNQ ---------I ....___ WATERLINE --------~---==---::::--::--...:::. --;.~;~~,~-'"~s~oo=•~':.--_:____j_~~ ---~-=,,._ -e EAsaJENr --------=-I -=:.::.:..-::=._ ~---=::::.::-----=--==:' --- - R.0.W I I I r_,_ ,, Lor 4 ~ '--.. I\ ' -----7 ..----- / I / I I ( Lor I I j j I Lor Z I I \ I IL----/ 1, I I , ~ «-~' I ) -, I -/ --· I ' ~ I I I 60' o· 50• 120' NORTH GRAPHIC SCALE: 1 "=1 oo' CARLSBAD MUNICIPAL WATER DISTRICT "AS BUILT" APPROVED FOR PLANTING AND !RR/GA T/ON ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE___ EXP. ___ _ WILLIAM E. PLUMMER, R.C.E. 28176 DATE Deputy Civil Engineer, Exp. 3/31 /02 REVIEWED BY: INSPECTOR DATE DATE SHEET INDEX sequence # sheet # description 1 L-1 TITLE SHEET 2 L-2 IRRIGATION PLAN 3 L-3 IRRIGATION DETAILS 4 L-4 IRRIGATION SPECIFICATIONS 5 L-5 PLANTING PLAN 6 L-6 PLANTING DETAILS 7 L-7 PLANTING SPECIFICATIONS DECLARATION OF RESPONSIBLE IN CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION.,J)-AN, AND ~ C_s!::IPITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: __ ~~--~ 0 C#~--DATE: f· /9· ~.C Preparer: CHARLES G. EVANS FIRM NAME AND ADDRESS: TELEPHONE NUMBERS: REGISTRATION NUMBERS: EXPIRATION DATES: INSPECTION AND PLANNING SYSTEMS 1530 FARADAY AVENUE, SUITE 1 00 CARLSBAD, CA 92009 (760) 931-0780 / (760) 931-5744 (FAX) LA #3900 12/31/06 APPROVAL PROCEDURE INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" -FAX TO: 760-944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602 FINAL CITY APPROVED IRRIGATION AS-BUILT DRAWINGS ARE TO BE SUBMITTED TO THE CITY PRIOR TO FINAL APPROVALS OF THE PROJECT BY THE CITY. ~ ~ ,; "' 8 o• 0~ "' . "' >, :I, <,E '-'a •• "-ol &' ~.e ~-= '-'• ... 0 .. ~,... U) I "' I ~B :, "' ro -r,l 0 :, ., z!: !,:~ ..... ~· --:Jo !:? !:!~ p ... 'r o oFl z " "' "' ~ --~ 0 ., ,... -"' p.: 5 . ?h,,,~~ .,,_ /2-3/ -200 (/) I-I-u z w w -, (j) <( w 2 0 z (j) O'.'. -w O:::'. 0 a::: LI. Q__ st- > o._ _J a::: N ~ 0 <( w 0 N 0 0 f-~ m w z >-0:::: 0 w ~ <( z <( z (I) w I O'.'. Q_ <( (J) ~ f-0 _J (J) LI. 2 _J O'.'. f-<( _J <( (j) 0 <( -u w u 0 (./) w _J z (f) w > <( :::) O'.'. <( 0 f- Q_ 0 w CD z I-a::: ID 0 <( o._ ~ >-z w w u >-~ _J -2 (/) _J [J <( <( ~ LL 0 z u :::) <( w _J LANDSCAPE PLANS: TITLE SHEET APPROVAL SET DATE 3/14/07 SHEET L= 1 iSHEEll CITY OF CARLSBAD I SH7EETS I 1-----+--+------------------t----t---i-------i-------i LJ_j PLANNING DEPARTMENT 1----+--+----------------t---t---i-----i----i LANDSCAPE PLANS FOR: LANDSCAPE IMPROVEMENTS EUCALYPTUS LANE PROJECT CRESTVIEW DRIVE 1-------1----+------------t----t----;----i-----; I APPRK:£' (Cr, E:,il:Oit . PLANNING DATE ~D:;:W~N;=;;B:;:Y::::_=_=_=_=_==;-;===o:P"'R~OJ::,;:E=:cC~T=;N::,;:O=. =:::::,-;1 ~D~RA;cW:;cl.N~G~N~O. DATE INITIAL DATE INITIAL CHKDBY:__ MS 04-18 440-9L RVWD BY: ~------- DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ..z: C: 0 t _g r -.J 0 ""- ... --------- 3/4 ~~ {:, R.O.W. J/4/ -" UJ ~ --' ~ ll:'. If 0 ll:'. tl. ij i I ' 11 J/4 J 4 { A ~ ll:'. UJ tl. 0 ll:'. f j tl. • J 4 ._, ___ .. --- J/ 1· ,~ J 14 J I ,· J/4 -IT --;fl - -----.. 1-1/4' LOT 4 EXl<lTIN(; 1'£51D~CE H/4' I 3/4/ i I I Lor I I - I -- -4 IB±l LOT #4 METER POTABLE WATER SUPPLY H.G.L 255 FT P.O.C. ELEVATION 75 STATIC WATER PRESSURE 78 PSI PRESSURE REGUIATOR SETTING NA !Bu LOT #1 METER POTABLE WATER SUPPLY H.G.L. P.O.C. ELEVATION STATIC WATER PRESSURE PRESSURE REGUIATOR SETTI~G 2s5 n 74 77 PSI NA -~ --- •----J4 -~r PROPERTY LINE - J/4 J 4 I• 1· 3/4 _;i 4 J/4 1' J t H/f • J/4 ~ J I/ f LorJ I, ·i J i l r. ":--'~=-'~__.-/~-rg?-____,_::._:::::--7,.. 3/4 J/4 i J I J I I I I ljl ----pRe)~PER-TY~-""=~'='=• >=N=Ect= =~:=-=/'--c5~==;=f,i ■ J/4 :+( I Lor 2 I I J I -\ 3/4 EUCALYPUS --w----+ _ __,," I ----===-Y 4" lti!l LOT #2 METER ~ LOT #3 METER POTABLE WATER SUPPLY H.G.L 255 FT P.O.C. ELEVATION 70 STATIC WATER PRESSURE 80 PSI PRESSURE REGUIATOR SETTING NA POTABlf WATER SUPPLY H.G.L. P.O.C. ELEVATION STATIC WATER PRESSURE PRESSURE REGULATOR SETTING 255 n 65 82 PSI NA I FOR MEDIAN IRRIGATION, SEE "LANDSCAPE AND MEDIAN IMPROVEMENTS, EUCALYPTUS LANE PROJECT", CITY DWG. NO. 440-9B. APPROVED FOR PLANTING AND /RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR "AS EXP._~--+~ DATE DATE DATE ENGINEER OF WORK IRRIGATION LEGEND IRRIGATION HEADS &YM Mt-KE MODEL NOZZLE F&I GFM R A~ DE&cl'ilPTION C9 (] 8 ffi @ ~ 8 00 ~ CJ e • • e Ill ~ IJl 1/5 lil Iii [!] ["I [] B l"'I Ill ■ V ~ 't • :-+: <:, "' 7 '1 :xx RAINB'D 5000-MPR RAINB'D 5000-MPR RAINB'D 5004-SAM RAING'D 5004 SAM RAINB'D 5006-SAM RAINB'O 5004-SAM RAINB'D 5004-SAM RAINB'D 5004-SAM RAINB"D 5004-SAM RAINB'D 5004-SAM RAINB"D 5004-SAM RAINB"D 5004-SAM RAINB'D 1806-SAM RAINB'D 1806-SAM RAINB'D 1806-SAM RAINB'D 1806-SAM RAINB'D 1806-SAt.t RAINB'D 1806-SAM RAINB"D 1806-SAt.t RAINB"D 1806-SAM RAINB'D 1806-SAM RAINB'D 1806-SAM RAINB"D 1806-SAM RAINB'D 1806-SAl,I RAINB'D 1806-SAM RAINB'D 1806-SAM RA1NB'D 1806-SAM RAINB'D 1806-SAM RAIN6'D 1806-SAM RANB'D 1806-SAM RAIN6'D 1806-SAM RAIN6'D 1806-SAM RAINB'D 1806-SAt.t RAIN6'D 1806-SAM RAIN6'D 1806-SAM RAN6'D 1806-SAM RANl"l'D 1806-SAM RAINB'D 1806-SAM 25Q 25T 25H 25f 30Q 30T 30H 30f 35Q 35T 35H 35f 18-Van 18-V,Jn i8-Von 15-Van 15Q 15T 15H 15TQ 15F 12-Von 120 12T 12H 12TT 12TQ 12F IIZl-Van 100 IIZlT IIZ'H lflf 13-Va• ea 8T 8H llF 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 3€1 312) 312) 31Zl 31Zl 312) 312) 312) 3(?) :'llZ' 0.88 25 90 6" POP-UP 1.21 25 135 6" POP-UP 1.73 25 180 6' POP-UP 3.34 25 360 6' POP-UP 1.23 30 90 6" POP-UP 1.62 30 135 6" POP-UP 2.59 30 180 6' POP-UP 5.08 30 360 6" POP-UP 1.67 35 90 6" POP-UP-~ 2.15 35 135 6" POP-UP 3.33 35 180 6' POP-UP 6.62 J5 360 6' POP-UP 5.32 18' 360 6' POP-UP 2.66 18' 180 6' POP-UP 0-2.66 18' 0-360 6" POP-UP 0-0.65 15' 0-90 6' POP-UP 0.92 15' 90 6' POP-UP 1.38 15' 120 6' POP-UP 1.85 15' 180 6' POP-UP 2.78 15" 270 6"" POP-UP 3.70 15' 360 6" POP-UP 0-0.65 12' 0-90 6' POP-UP 0.65 12" 90 6' POP-UP 0.87 12" 135 6" POP-UP 1.30 12' 180 6" POP-UP I. 74 12' 235 6' POP-UP 1.95 12' 270 6' POP-UP 2.60 12' 360 6' POP-UP (?)-12).15 1e,• e, -S(?) a 5--:::R •• F'CIP-UP IZ'3S IIZl' ~ 9 S8l!! b' PCJP-ii=' (?)_!;3 1e,· 1212) 5 ~ 1,• f'OP-UP e,.1s :e,• 1ee, 8 5ER b' POP-UP l.!:>8 10 36" 8 5ER 6' Pc:;;P-UP (?)-e, (Z).12 "-~(?) I 5l;;R b' f'OP-IJP 12)16 8' ~ a SER "' 'POP-UP (?))!; 8' 135' 8 SER 6' i=OP-UP "~2 e,• 180 l~&'f'OP-ii=I' I~ !I' ZE:>€1 8 SER &' FOP-1.P • RAINB'D 1806-SAM 4-Van 3e, (?)-02~ 4' "-~(Z) I 6E.f'. 6' POP-IP • RAIN6D 1806-SAM SQ 312) (Z).112) . .,, ~o 9 SER 6' PGP-IP • RAINB'D 1806-SAM 5T 3(?) (Z).13 ·o• 12e, & SER 6' PCP-LIP • RAIN6'D 1806-SAM SH 3€1 (?)J_e, 10' II¾!) f 5E1' 6' POP-UP OT~ER WATER EQulFMENT S)t-1 MAKE MODEL 51ZE DE5CRIFTICN IBl ~ EB 0 CXI P.O.C. ~IN61!<0 RAINBIRD 1-llNTER RAIN611sD :,/8' POTAclLE IIJAlER METER W/ i' SERVICE LINE 100-ASYf FER FLAN A TMo&FHERIC '✓ ACWJM BREAKER WI Al-<Tl-51FHON VALVE WO-DYF-A FER PLAN PLA5TIC POTABLE UIATER AUTOMATIC CONTROi.. VALVE AYl:1-le,e, I' ATMOSPHERIC VACUJ"1 B1'£A<ER EFS-MOD-IIZl IIZl STATION UJALL MO,.INT CONTROLLER ~ RAINBIRD T0062Cl'1J5 I FER CLUOTER l STATION CCNTROL MODULE ~ RAIN61RD T0054C"1J5 I FER CLLieTER 4 5TATICN CONTROL MODULE ~ RAINBIRD T605~01J& I FER CLU5TER 6 STATION CONTROi.. MODULE TOO& FIELD -RAN6MITTER I CONTROLLER 1"005 50LENO!D I PER VALYE SOLENOID ADAPTER T606RAN50 I FER CLLl$TE"1 RAN 51-!UT-Off DEVICE M KBI B1U SERIE& LINE 51ZE PIC TRUE UNION BALL VAL VE -AFF'FlOVED CL 315 2' FVC POTABLE WATER FR.6SURE MAINLINE /Wi41TE! AFFROVED SCH 4(?) PER PLAN FVC PRIVATE LOT FRES6\.RE MAINLINE (U.I-IITE) AFFROVED CL. 21Zl(?) FER FLAN PVC WHITE FIFE LATERAL LiNE (for pr1vatl9 lot. pot.!lbla Jrrigatron) APPROVED 2X LINE FVC FIFE ~EEVE 6!.EE'✓INGr NOTES, I! 51..EEVES FOR MAINS, LATERALS, llliRING UNDER VEf.llCLE FAVNG SHALL 6E F'✓C &CH. llO IU/::.6' COVER 2! 5LEEVE5 FOR MAIN& 4 UIIRING tl'IDER PEDEi:>TRIAN PAVINCi SHALL SE PVC &CH. 4e, IU/'.13' COVER 3! 5LEEVE5 FOR LATERAL& LINDER FEDESTRLAN PAVING &HALL 6E FVC SCH. 412) llllll' COVER NEUI POT Ael..E WATER VALVE KEY 5TATION NO. GA1 VAL"IE SIZE POINT Cir-ca.1-!ECTION INSTALLATION NOTE WATER SERVICE (POINT OF CONNECflON) INSTALLATION, TEMPORARY OR PERMANENT, SHALL BE IN PLAC[ TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTIO~ E.3.1. RECLAIMED WATER NOTE TI-,E CARLSBAD MUNICIPAL WATE~ DISTRICT HAS DETERMINED ~T RECLAMED WATER WILL NOT BE PROVIDl FOR ON-Sl:E OR MEDIAN IRRIGATION. n-,1s PROJECT IS NOT CONDITIONED ;o ESTABLISH A HOMEOWNER'S ASSOCIATION TO MAINTAIN COMMON LANDSCAPING, SO ALL IRRIGATION FOR A GIVEN LOT IS THE RESPONSIBI ITY OF THE LOT OWNER. 20· Q' 20· 40' 80' APPROVED: rt V PLANNING DWN BY: __ _ REVISION DESCRIPTION DATE INITIAL □AlE INITIAL OTHER APPROVAL C1T1' APPROVAL CHKD BY: __ _ RVWD BY: ' ., .. ~1 ... w " ~ I :,-; <O ~ ~10 0. ~~ OJ ~~ ., gJ" i~"~ .. ' ~, 8Miil~ -<°'" -~ :,,~; ~, (/l'?; .. ,. ;:s ~~~, u, :l:'J~,. :ft rl I'-"' I ~~ C/l m ~ ~~ ~---~ ~· -~~ ;;, ~~ 0 _,. 0 .. ~ d "" r,'l ~~ ~E-< z '"'~ --; rl~ ~ 11, Ul 0 " c,_ .... -V, c,_ (/) 1--..... u z w w J (/) <( w 2 0 z (/) 0:: - O::'. Cl" w 0 Q_ """ Le. > (l.. . .J Cl:: N -0 <( w 0 N 0 u I--Ol w z §= O:::'. 0 w <( z <( z ID w I 0:: ()___ <( (/] ~ I-0 _.J Le. 2 (Y (/] - _J <( _J <( (/) 0 <( -0 w u u U1 w _J z (/] > ~ w ::) 0:: <( 0 o__ 0 w co z r Cl" LO u <( o_ 3 >-z w w u >-i'=: _J -~ (/) _J t.l <( <( f5 LL 0 z u ::) <( w __J LANDSCAPE PLANS: IRRIGATION PLAN CONSTRUCTION DRAWING REVISION 1 DATE 8-31-10 SHEET L 3 PROJECT NO. CRAWING NO. MS 04-18 440-9L .J _c ..r: 0 ' ,S) r ~------FINISHED GRADE IN TURF AREAS PLASTIC ROUND VALVE BOX WITH BOLT DOWN i-COVER, USE STAINLESS BOLT NUT AND WASHER. t , HEAT BRAND "GV" ONTO LID. ·,.---:--1---'-~ -11'===1""+=='1 ~T "' --FINISHED GRADE IN SHRUB AREAS ,----\l~fiil:!:f----BALL VALVE WITH UNIONS (SxS) 4' g~ E MIN .-----i~-i---.-j\------6" PVC CL. 160 PIPE SECTION VIEW ~ (IF ADDITIONAL DEPTH o-a IS NECESSARY) 1<::i•?.J~---BRICK SUPPORTS o• •'o~ 0.0~0 .,_-----ONE CUBIC FOOT oo~.0 • 3/4" CRUSHED GRAVEL ·Q~.:,.~ ~• • 000 SCH 40 PVC COUPLING Oo.ofS:J~o~ •• ~-----SCH 80 PVC T.O.E. NTS NIPPLE, 6" LONG BALL VALVE ~------LOW VOLTAGE WIRES, 3 MAXIMUM ~--OUTER CASE OF CONNECTOR r--------- ----11 I ---"""i : L ________ _ STRIP AND TWIST WIRES FOR PROPER CONNECTION CRIMP COPPER SLEEVE INSTALLED WITH RECOMMENDED TOOL CONNECTOR INSERT-----------___, NOTE: FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. J WIRE CONNECTION ELECTRIC ANTI-SIPHON -~ CONTROL VALVE MIN. 6"t ABOVE HIGHEST HEAD HIGHEST HEAD PVC LATERAL LINE PIPING WATERPROOF WIRE CONNECTORS 24" WIRE LOOP FINISH GRADE PVC PRESSURE MAIN PVC SCH. 40 FITTINGS TYP. D ANTI-SIPHON VALVE ~--CLEAN COMPACTED BACKFILL LATERAL LINES, SEE SPECS. DIMENSION 1/2" TO 2-1/2" IN SIZE 3" TO 6" IN SIZE A 18" 24" (2) WARNING TAPE f°OR RECLAIMED WATER MAINLINE FINISH GRADE B C 12" 4" X 4" SECTION VIEW -N.T.S. PIPE INSTALLATION ATMOSPHERIC VACUUM BREAKER SHOULD BE INSTALLED 6" TO 12" ABOVE THE HIGHEST SPRINKLER HEAD ON THE SITE OR ACCORDING TO LOCAL CODES. MIN. 6"t ABOVE HIGHEST HEAD HIGHEST HEAD PVC ELL --...___ PVC MAINLINE PVC PIPE----.+- (LENGTH AS REQUIRED) ATMOSPHERIC VACUUM BREAKER PVC LATERAL LINE TO SPRINKLERS C ATMOSPHERIC VACUUM BREAKER LATERAL LINES IN PVC SLEEVE, SEE LEGEND DESCRIPTION UNDER VEHICLE PAVING W/ 6" DIA SLEEVES OR LESS UNDER VEHICLE PAVING W/ 6" DIA SL EVES OR GREATER UNDER PEDESTRIAN PAVING, LESS THAN 3" DIAMETER UN ER NON-ROAD PAVING W 3-1 2 DIA TO 5" DIA. U~DER NON-ROAD PAVING W 6' DIA. SLEEVES OR GREATE SLEEVE NOTES: SAND BACKFILL COMPACTED TO TEH DENSITY or EXISTING SOIL (2) WARNING TAPE FOR RECLAIMED WATER MAINLINE UNDISTURBED SOIL PRESSURE MAINLINE IN PVC SLEEVE, SEE LEGEND A B C D 36" 36" 36" 4" 48" 48" 48" 4" 18" 18" 18" 4" 24" 24'' 24" 4" 36" 36" 36" 4" 1) FOR SLEEVES UNDER VEHICULAR PAVING GREATER THAN 6" DIA -USE SCH, 80 PVC 2) FOR SLEEVES UNDER NON-ROAD PAVING -USE SCH, 40 PVC H -SLEEVE I NS TA L LAT ION FAD,,__t _ __,__ _ __,) O.S. I :3 .!l) NOTE, ANGLE RISER HALFWAY BETWEEN VERTICAL 4 PERPENDICULAR TO SLOPE 1--------IRRIGATION HEAD FER LEGEND .,..,--(2! VIT SPRINKLER TIES 4 "6 REBAR ,,....---3/4' SCH W FVC RISER /LENGTH AS REQUIRED! .,--(2! 3/4' ",(Z)d S 80 FVC STR'T ELL/MIFTxFIFT! ,---SCH 40 FVC TEE (SxSxFIFT ! ,,---FVC LATERAL LINE B SPRINKLER ON RISER 0 INSIDE FRONT COVER 4 INSIDE CONNECTION 3 (D MODULAR HYBRID CONTROLLER RAIN BIRD ESP-LX MODULAR INSIDE WALL MOUNT. @ 1.5 INCH PVC SCH 40 CONDUIT AND FlTTINGS. @ WIRES TO REMOTE CONTROL VALVES. (±) 1 INCH PVC SCH 40 CONDUIT TO POWER SUPPLY. @ 32 ST.l TJDN CDNTRJ)J I FR @ WIRES TO REMOTE CONTROL VALVES. G WALL MOUNT CONTROLLER "AS BUILT" ~-------INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS ¼$ • 1-111-111- NOTE: f-------POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION -----INSTALL SPRINKLER HEAD 1/2" -ABOVE FINISHED GRADE IN SHRUB w11111 i11 111~ AND GROUND coVERs AREAS I I Ill lffi I lffi~ -----UNDISTURBED SOIL =111=111=1 PRE-ASSEMBLED TRIPLE SWING JOI T, PVC TYPEt WITH 0-RINGED JOINTS, MIPT INLE AND MIPT OUTLET LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET SCH 80 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE ~--LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVE a ~, +> • • ,; ~I Z <Os ., a .Jp,::c,-00 P..::iz~ 0 +> ~tooc "' !:, "' . ,-,!:li:JE " !j~u;; <-El oEJo...:i ug uea°'< ..... • .!l , "z ~i .,lfz~ ~<"'z ~ .e u,.o el·" ~~~~ u. ... .1 O.Ol 0 .. 2" "' I ~~ ., "' ~ •O ~ <O zt, ~~ ~. -:;Jo ,..., du, 0 " <O st-2'i::;; <" 0 .. 'r 0 z r.1 ~ zE-< 0"' z <~ il "' ~ p;rn ~~ 0 0 "' <O o_ " ~ (/) o_ LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDING . f--------------1 z ::, ' N A F POP-UP SPRINKLER ~------WIRING TO CONTROL VALVE 4X4 WEATHER TREATED POST W/ CHAMPFERED TOP : RAINBIRD TBOS FIELD TRANSMITTER ATTACH TO POST W/ WOOD SCREWS WATERPROOF CONNECTIONS (SECURE TO POST W/ PLASTIC TIES) RAINBIRD TBOS RAIN SHUT-OFF DEVICE BURY IN SAND NEXT TO POST AS PER MANUFACTURER'S SPECS. FINISH SURFACE ,_.---ANCHOR POST IN 1 CU. FT. CONCRETE FOOTING BATTERY POWERED CONTROLLER (/) f-I-u z w w 7 (/) <( w 2 0 z (/) O'.'. -w 0:::: 0 O'.'. LL o_ st- > o._ _J O'.'. N ~ 0 <( w 0 N 0 0 1--~ ()) w z >-<( a::: 0 w 3: z <( z m w :r: O'.'. 0.... <( (/) 1--1--0 _J i (/) LL 2 _J O'.'. <( _J <( (/) 0 <( -0 w u u V) w __J z (/) w > <( ::) O'.'. <( 0 1-- 0.... 0 w (D z f-O'.'. l{J 0 <t O,_ 3: >-z w w u >-r:: __J -2 (/) _J ~ <( <( ~ LL 0 z u ::) <t w _J LANDSCAPE PLANS: IRRIGATION DETAILS APPROVAL SET DATE 3/14/07 SHEET L 3 I SH~ET I CITY OF CARLSBAD I SH;ETS I PLANNING DEPARTMENT LANDSCAPE PLANS FOR: LANDSCAPE IMPROVEMENTS EUCALYPTUS LANE PROJECT CRESTVIEW DRIVE APPROVED FOR PLANTING AND /RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RC[ ___ EXP. ___ _ DATE l----+------+---------------,1-------+---t-----t-----------i 1-AP-PR.u~=Ei=+.{__,Gr=~ __.,1:;.11""' ... ,e='tr._____ '-\--~-.. ., I . PLANNING DATE . REVIEWED BY: INSPECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. I DRAWING NO. CHKD BY: MS 04-1 8 440-9L RVWD BY: -1: C: 0 I f- SECTION (1)2221 LANDSCAPE TRENCHING, BACKFILLING AND COMPACT!tlt1 ICM.WD. RECLAIMED WATER 5FECIFICATIONS TAKE PRECEDENCE! FART I-GENERAL I.I DESCRIPTION A. U/ork included, Irrigation system srown on drawings and specified rerein cO!!l?lete, in place, tested, approved, including but not necessarily limited to, I. Connection of system to existing water supply 2. Review of utility plans showing otrer underground utilities 3. Trenching and backfilling 4. Drip or spray irrigation s~tem 5. Automatic C011troller and remote control valves &. Incidental work not srown or specified which can reasonably be inferred as part of, or as necessary to provide a complete and operable s~tem. B. Related wori<; Documents affecting work of this Section include, but are not necessarily limited to, General Conditions and otrer Sections of treee Specifications. 12 Permits, Fees, and Codes A Obtain all permits and pay required fees lo any goverrrnental agency having jurisdiction. On completion of work, present satisfactory evidence to Landscape Architect that work is In accordance with ordinance and code requirements. Arrange for inspections required by local ordinance during construction. B. Conform with applicable codes, standards, laws and regulations. Nothing in these drawings or specifications shall be construed to permit non-conforming work. If construction documents or specifications conflict with agency regulations, notify Landscape Archtect, and await instructions before proceeding with affected work 1.3 QUALITY A55URA'ICE A Use adequate numbers or s,,illed worlcrnen woo are thoroughly trained and experiencec in necessary crafts and woo are completely familiar with specified requirements and metrods needed for proper performance of work B. Use equipment adequate is size, capacity and numbers to accomplish work in a timely manner. C. All materials shall be new, and in near perfect condition. Tre decision or the Architect Is final in determination or quality or materials, equipment, and worlcrnanship. 1.4 SAFETY ORDERS Maintain warning signs, barriers and ming as required by local ordinance or other goverrrnenta I agency. 1.5 Existing Conditions A Acquaint self with all site conditions. 5rould utilities not shown on plans be fO\Jlld during excavations, promptly notify Landscape Architect for instructions for further action. Failure to do so will make contractor liable for any and all damage thereto arising from operations, subsequent to discovery of such utilities not shown on drawings. B. Make minor adjustments to sprinkler system layout as may be required, and work around existing comstruction at no increase in coet to Owner. lh Delivery, Storage, and Handling Protect work and materials from damage during construction and etorage. PVC pipe and fittings shall be especially protected from direct sunlight. 1.1 Substitutions No deviations from specified equipment or installation procedures shall be allowed without written approval of Landscape Architect and City Inspector. 1.8 5ubmittals A Record Drawings, Prepare a xerox print showing deviations from bid documents made during construction affecting mainline pipe, controller locations, valves, and sprinkler heads. REcord drawings shall be delivered to Landscape Architect before final acceptance. Demension all items from permanent objects to tre nearest I root. B. Submit for review a list of all irrigation 139uipment to be used, marufacturers brochures, maintenance manuals, warrantees, and operation instructions prior to start or work C. Tre landscape architect shall provide to tre City, as-built plans for all projects (bonded and non-bonded, public and private!. Tre final plans shall be prepared by tre landscape architect from dimensions provided by tre contractor. Fina I as-built plans shall be drafted to tre satisfaction or tre City, and tre original mylars shall be submitted to tre City for treir keeping. l.'3 Guarantee A. Guarantee all work for one year from acceptance date against defects in material, equipment, and worlcrnanship. Guarantee shall cover damage repair to any part of premises resulting from leak; or defects in material, equipment, and/or worlcmanship to the satisfaction of Landscape Architect. B. Promptly make repairs upon notification~ Landscape Architect, and at no cost to Owner. PART 2 -PRODUCTS 2.1 FIFE A Plastic pipe, I. Use poly vinyl chloride /PVCJ type 1121:?-1221:? pipe unless otherwise indicated on plans. All mainlines shall be sch 4(1) PVC for lines 1-1/2' or smaller, class 315 for sizes 2' and larger. Lateral lines to be class 315 PVC for 1/2' size, class 21:?lll for larger sizes, sleeving to be sch. 41:? beneath pedestrian paving, sch W beneath vehicular paving. 2. Fittings, Use scredule 4(1) PVC fittings except wrere otherwise shown In details. 3. Solvent Cement, As recommended by pipe manufacturer and of proper consistency. Mainline cement shall be a two step (primer! process. 22 RI5ER5 A. Fop-up heads, Use scredule W PVC nipples with street ell swing joints per details. B. Riser Heads, Use grey seredule W PVC nipples with swing joints below grade per details. Measure riser height from finish grade to top of riser. Riser diameter shall be 1/2' diameter except where head inlet is larger in which case, riser will match inlet size, unless otrerwise noted on drawings. C. Slope heads, Stake risers or impact and gear driven rotor heads on slopes with rumber 6 steel reinforcing bar, secure with min. /2J adjustable stainless steel geared clamp. D. Drip Emitter Risers, Use grey scredule W PVC nipples per details. 2.3 SPRINKLER HEADS A Provide sprinkler heads srown on Irrigation Legend. B. Reclaimed water systems, Heads shall be specifically made for reclaimed water application with purple color coding and Integral creek valve. 2.4 VALVES A. Ball valves, Provide 151:? psi rated valve /line size! where shown on Drawings. B. Quick coupler valves, Provide per Drawings and deliver to Owner wren applicable, a. Two keys for lo::ked top± b. Two couplers c. Two rose swivels. C. Automatic and manual control valves, Provide per legend and details on Drawings. 2.5 NOT USED /Drip Irrigation! 2.& BACKFLOW PREVENTER A. Provide backflow preventers shown on legend and install per details on Drawings and per manufacuturers instructions. B. Incorporate pressure regulator and filter device in assembly per details and drawings. 2.1 AUTOMATIC CONTROLLER A. Provide controller srown on legend on Drawings. Provide all mounting equipment and hardware r139uired for pedestal or wall mounting indicated. B. Control wires, 24 volt solid wire UL approved for direct burial in grO\Jlld. Black ~4 UF direct lead and white ~2 UF common ground, unless otrerwise noted on plans. 2.8 OTHER MATERIALS A Purple /recycled water) plastic valve boxes, Provide plastic valve boxes with lids for ball 4 quick coupler valves /round) and automatic control valves (I per box maximum!. Place gravel per irrigation notes and irrigation details. Use purple lids for reclaimed water. B. Creok valves, Provide spring in-line creek valves /line size) per plan and as required to prevent low head drainage. C. Rec!lcled Water Systems, Provide site and controller signage as indicated on drawings. D. Backfill, Local soil, clean, free of rubbish and rock; over 2 incres diameter. E. Provide otrer materials not specifically described but r139uired for a complete and proper installation as selected by contractor subject to approval of Landscape Architect. FART 3 -EXECUTION 3.1 5UfofACE CONDITIONS A. Verify finish grades and surface drainage with Landscape Architect prior to work B. Examine areas and conditions under which work will be performed. Correct conditions detrimental to timely, proper completion or work Do not proceed until unsatisfactory conditions are corrected. 32 FIELD MEASUREMENTS A. Make necessary measurements in field, ensure precise fit or items in accordance with design. 3.3 LAYOUT A Layout work as accurately as possible to Drawings. Drawings, trough carefully drawn, are generally diagrammatic to extent that swing joints, offsets and all fittings are not shown. Site C011ditions will not always permit locating piping, valves and reads me srown. This situation shall be brought to immeadiate attention of Landscape Architect and relocation determined in joint conference. Contractor will be reld responsible for relocating any items without first obtaining Landscape Architect's approval and shall remove and relocate such items at his own expense if so directed by Landscape Architect. B. Where piping is shown on Drawings to be under paved areas but running parallel and adjacent to planting areas, \re intention Is to install piping in planted area. C. Minor changes in equipment location from location shown on Drawings shall be made as directed by Landscape Architect at no additional cost to Owner providing such change is ordered before comencement or work, or work directly =nected, and no additional materials are required. 3.4 EXCAVATING AND TRENCH!tlt1 A Perform all excavations as required for installation or Work included under this section, including shoring or earth bank; to prevent cave-ins. Restore all surfaces, existing underground installations, etc., damaged or cut as a result or excavations to original condition and in marrer approved by Landscape Architect at no additional cost to tre G\uner. B. Trenches shall be made wide enough to allow a minimum or 4' between parallel pipe lines and shall be of sufficient deptro to provide tre minimum cover from finish grade as follows, I. 18' minimum cover over main lines to remote control valves, 2. 12' minimum cover over lateral lines to heads, 3. 3(1)' minimum cover under vehicle paving. 4. Polyethylene tubing -3 incres C. Excavate for landscape systems by trenching, with sides as nearly vertical as possible. Accurately grade the bottom to provide uniform bearing for the line. D. 5rort sections of a trench may be tunneled if, in Landscape Architect's opinion, lines can be installed safely and backfill can be compacted properly into such tunnel. E. Remove boulders and other interfering objects, backfill voids remaining after removal or objects. F. Protection or Persons and Property, I. Barricade and operate warning lights from dusk to dawn at open holes, trenches, and depressions occurring as part or work on property adjacent to or within public access. 2. Protect structures, utilities, sidewalk pavement, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by work 3. Do not trerch under drip lines or existing trees. G. Do not backfill trenches until required pressure and leakage tests have been performed, and until systems as installed conform to requirements specified in pertinent Sections of Specifications. H. Prior to backfilling, remove all sreeting or sroring. I. Backfill for all trenches and excavations shall be compacted to ~I:?% density. J. Backfill to level or adjacent elevations, allowing for settling and compaction. 3.5 INSTALLATION OF FIF!tlt1 A Piping under pavement, I. Sleeve piping under paved areas as indicated on Drawings. Extend sleeving 12' under beyond edge or paving, curbs, walls, etc. B. Inspection or materials, Garefull8 inspect pipe and fitting before installation, removing all dirt, scale and burrs, reaming as required. Install pipe with markings up for visual inspection. C. Plastic IPVCJ pipe: I. Exercise care in handling, loading, unloading and storing plastic pipe and fittings, a. Store under cover from direct sunlight until ready to install, b. Transport only on a vehicle with a bed long enough to allow \re pipe to lay flat to avoid undue bending and concentrated external load. 2. Repair dented and damaged pipe by cutting out and discarding dented or damaged sections, rejoining with a coupling. 3. In joining, use only specified solvent, make joints in accordance with marufacturer's recommendations. Pipe and fittings sha II be thoroughly cleaned of dirt, dust, moisture before applying solvent. Clean off excess solvent. Allow solvent welds at least 15 minutes set-up time before moving or handling and 24 rours curing time before filling with water. 4. Snake lines from side to side in trench to allow for expansion and contraction. 5. For plastic to metal connections, a. Work steel connections first, b. Use a non-hardening pipe dope on tlTeaded plastic to steel connections, c. Use only a light wrerch pressure. d. Use Joint compound on galvanized iron fillings. D. Flug or cap all openings upon line installation to prevent tre entrance or materials that would obstruct pipe. Leave in place until removal is necessary for completion or installation. E. Troroughly flush all lines, perform hydrostatic testing in accordance with paragraph below. 3.& INSTALLATION OF EQUIPMENT A. Fop-up spray heads, I. Install where indicated on Drawings and in accordance with details and manufacturer's recommendation as approved by Landscape Architect. 2. Locate pop-up 3' from pedestrian paving, 12' from automobile traffic without curbs,&' from auto traffic with curbs and&' from all building and wall footings unless noted otherwise. Set reads flush to grade elevation. 4. Upon testing completion, complete assembly, adjust sprinkler heads for proper distribution. B. Riser heads, I. Install in planting areas where indicated on Drawings. 2. Locate slTub reads 1(1) feet from pedestrian use areas, 1(1)' from automobile traffic without curbs, 1(1)' from automobile traffic with curbs and&' from all building and wall footings unless noted otherwise. Set &!Tub reads eighteen (18' J incres above finish grade unless noted otherwise. /See details.! Fop-up heads shall be used within 1(1)' or any pedestrian use. 3. Upon completion or testing, contractor shall complete assembly and adjust sprinkler heads for proper distribution. C. Valves, Install ball valves and quick coupler valves per drawings. D. Control valves, Install wrere shown on Drawings, locating in clusters in planting areas where practical. Place no closer than 12' and parallel to walk edges, buildings and walls. House in valve boxes with tops set flush to grade. E. Not Used (Drip Irrigation! F. Backflow preventer, Install where indicated on Drawings and in accordance with all pertinent codes, regulations, and manufacturer's recommendations as approved by Landscape Architect. CMWD backflow specialist must approve installation. G. Automatic controller, I. Install controller as srown on Drawings, unless otrerwise directed by Landscape Architect. 2. Connect remote control valves to controller in sequence corresponding to s139uence indicated on Drawings. Where two or more valves have same rumber, wire them togetrer at controller. Do not group lawn and shrub heads on same station. 3. Electrical supply to point of C011nection shall be by otrers. Contractor shall provide 'hard wire' splice into existing junction box near controller location. H. Automatic control wiring, I. Install control wires, irrigation mains and laterals in common trenches wherever possible. 2. Install control wires at least 18' below finish grade and lay to side or mainline wrere possible. Wires shall be a minimum or I' from any pipe or fitting except at terminal points. Provide looped slack at valves and snake wires in trench to allow for contraction of wire. Tie wire in bundles at 1(1)' intervals with plastic electrical tape. 3. Wire splices will be allowed only on runs more than 500 feet. Crimp wires togetrer with approved wire connector and seal connection. 4. Provide separate sleeving from irrigation lines for control wires beneath pavement, etc. 5. Wires shall be placed in grey scredule W PVC electrical sleeve from 18' below grade to controller at C011troller location. 3.1 TEST!tlt1 AND IN5FECTION A Do not allow or cause any of work or this Section to be covered up or enclosed until It has been inspected, tested± approved by Landscape Architect and City Inspector. Request presence or Landscape Architect at lea&t twenty-four /24J hours in advance or testing. El. Flushing of pipe, Before backfilling mainline, with control valves placed but before lateral lines are C011neCted, completely flush and test mainline. I. Repair leaks. 2. Flush out each section or lateral pipe before sprinkler heads are attacred. C. Testing, I. Make necessary provisions to thoroughly bleed line of air and debris. 2. After valves have been installed, wren welded plastic joints have cured for at least 24 hours, te&t main water line, for leak; at pre,&ure or 125 psi for period or four rours, with couplings exposed and pipe sections centerloaded with sufficient amount or backfill to prevent arching or slipping under pressure. Lateral lines shall be tested, with risers capped, for two rours under normal static pressure. 3. Provide required testing equipment and personnel. 4. Repair leaks, retest until acceptance by Landscape Architect and City Inspector. D. Final inspection, Clean, adjust, balance all s~tems. Verify, I. Heads are properly adjusted for radius and arc of coverage± 2. Installed sy,tem is workable, clean, efficient. 3. Recycled water systems, Provide cross connection, coverage, and otrer testing required by helath department or water district /see Reclaimed Water Notes, Sheet T-IJ. 3.8 Recycled water signage Install as shown on drawings or as required by health departmert or water district. 3.S INSTRUCTIONS A. Attach typewritten legend inside each controller door, srowing areas covered by each va Ive. El. Arter system has been completed, inspected, and approved in&truct Owner or hi& maintenance personnel in operation and maintenance or system. 3.11:? MAINTENANCE Maintain system for period indicated in Irrigation Notes, or length or planting maintenance period, whicrever is greater. END OF SECTION IRRIGATION NOTES I. ALL IRRIGATION !-IEAD5, VALVE&, ETC. ARE DRAU.N DIAGRAMMATICALLY. IRRIGATION CONTRACTOR 51-iALL ADJUST TO PROVIDE ADEQUATE COVERAGE A5 REQUIRED DUE TO MINOR SITE DRAWING DISCREPANCIES. 2. IRRIGATION FLAN 15 DIAGRAMMATIC. LOCATE ALL IRRIGATION LINE&, EQUIA"!ENT AND AFFURTENANCE5 UJITI-IIN PROPERTY LINES AND OUTSIDE OF PUBLIC RIG!-IT OF UJAY. 3. CONTRACTOR 51-iALL GUARANTEE Tl-IE ENTIRE SYSTEM TO BE FREE OF DEFECT& IN UJORKMAN51-1IF AND MATERIAL& FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE. 4. CONTRACTOR 51-iALL VERIFY UJATER PRESSURE AT F'.O.C PRIOR TO BEGINNING UJORI<, NOTIFY LANDSCAPE ARCI-IITECT IMMEDIATELY OF ANY DISCREPANCIES. S. CONTRACTOR 51-iALL I-IAVE ( 4! POINTS OF CONNECTION INTO POTABLE UJATER MAINS. TI-IREE POINTS ARE TO PRIVATE METERS LOCATED ON CRESTVIEUJ DRIVE. Tl-IE FORTI-I POINT 15 TO AN EXISTING HAINLINE SERVICING LOT 4. 6. ELECTRICAL F.O.C. 51-iALL BE PROVIDED 6Y O1!.NER NEAR CONTROLLER LOCATION INDICATED. F'Ollli:R 5UFFL Y 51-iALL BE 12"' VOLT. CONTRACTOR SI-IALL VERIFY CONTROLLLER AND FOl!li:R SUFF'L Y LOCATIONS PRIOR TO BEGINNING UJORK. 7. PRESSURE MAINLINES 51-iALL BE INSTALLED EIGI-ITEEN (18'! INCi-iE& DEEP AND LATERALS TUJELVE (12'! INCI-IE5 DEEP. MAINLINE TRENCl-l 6OTTOM5 SI-IALL BE BACKFILLED UJITI-I TUJO (2'! INCi-iE& OF 5AND. 8. CONTRACTOR 51-iALL INSTALL T!-IRUST BLOCKS /I CUBIC FOOT OF CONCRETE! AT EACI-I CI-IANGE IN DIRECTION OF PRESSURE MAINLINE. ~-HAINLINE SI-IALL BE PRESSURE TESTED FOR 24 !-IOURS. CITY INSPECTOR MU5T AFPROVE MAINLINE PRESSURE TE5T(5! PRIOR TO BACKFILLING. T!-IE LANDSCAPE ARCI-IITECT MUST 6E NOTIFIED TI-IAT Tl-IE IRRIGATION MAINLINE 15 BEING PRESSURE TESTED PRIOR TO Tl-IE CITY INSECTOR'S 5IGNOFF. I"'. AUTOMATIC VALVES ARE TO BE IN PLASTIC VALVE BOXES /I FER 6OX! UJITI-I ONE CUBIC FOOT OF PEA GRAVEL UNDER CACI-I VALVE. LANDSCAPE ARCI-IITECT MUST AFF'ROVE MAINLINE PRESSURE TEST ( 4 I-IRS. " l2S PSI!, BEFORE BACKFILLING. 11. CONTRACTOR 51-iALL PROVIDE EXTRA UJIRE TO FURTI-IEST VALVE IN EACI VALVE CLUSTER 12. CONTRACTOR 5!-IALL PROVIDE BALL VALVE IN PLASTIC BOX TO SEPARATE VALVE CLU5TER FROM MAINLINE. 13. LOCATE v AL VE BOXE5, ETC. IN 51-1RU6 PLANTING AREAS UJI-IERE FO55I6LE. 14. PLACE QUICK GOUF'LERS NEAR 'tALVES At<P UPSTREAM FROM 6ALL VALVE. IS. CONTRACTOR 5!-IALL PROVIDE LINE SIZE CI-IECK VALVE FER FLAN AND/OR AS REQUIRED TO PREVENT LOUJ I-IEAD DRAINAGE. 16. LOCATE I-IEADS 3' MIN. FROM CURBS AND UJALKS AND 6' MIN. FROM BUILDINGS AND UJALLS. 11. FLU51-1 ALL FIFE PRIOR TO INSTALLING I-IEADS. 18. CONTRACTOR 51-iALL ADJU5T I-IEAD5 TO PROVIDE EVEN COVERAGE AND AVOID TI-IROUJING UJATER ON BUILDING&, UJALL5 AND PAVEMENT. I~. OBTAIN AN IRRIGATION COVERAGE AFPROVAL FROM LANDSCAPE ARC!-IITECT PRIOR TO PLANTING, CONT ACT LANDSCAPE ARCI-IITECT AT LEAST 24 I-IOUR$ IN ADVANCE OF DESIRED INSPECTION TIME. 2"'. Rl5ER5 TO BE GREY PVC, NO UJI-IITE PVC, 51-iRUB RISERS TO BE 18' ABOVE FINl&i-1 GRADE, BUBBLER$ 6'. 21. AT 3"' AND AGAIN AT~"' DAYS AFTER COMPLETION OF PLANTING, CONTRACTOR 51-iALL ADJUST CONTROLLER PROGRAMS TO UJATER AT A MORE CONSERVATIVE RATE. 22. OUINER 51-iALL AGAIN ADJUST UJATERING RATE DOUIN ONE YEAR FROM COMPLETION DATE. 23. IRRIGATION CONTRACTOR 51-iALL MAINTAIN Tl-IE SYSTEM FOR A PERIOD OF NINETY (9"'! DAYS OR UNTIL FINAL PLANTING ACCEPTANCE (UJI-IICI-IEVER 15 GREATER! AND UJATER 15 REQUIRED. 24. INSTALL FOF-UFS IN RIGI-IT-OF-UJAY, AND UJITI-IIN I"' FT. OF ANY I-IARDSCAFE, TURF OR OTI-IER AREA UTILIZED 6Y PEDESTRIAN&. 25. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. NEW PRIVATE POTABLE WATER METER WATER PRESSURE CAI CUI ATIONS DCMnT• CONTROL "ALVC j ~.C.V. ni:-uANn ,,..p,i, R.C.V. "~'ATION 3 8 15 92 EMDff ,·nNJRO' VAf.'~ <17' TnTAI ll"nu\ STATIC p AT R r,v ' . . 1. 1 1 ,. •• ,..,...,.....,RIPTJnt..1 I"" ... "' "-\TC" /DAI \IA> vrc-(1) ""O Fm· OF MAIN! NC· TYPC 00H 40 PRES0"R• omu1°•0 AT H"" TO]AI poIT<LJRE ""'"'""" /SnH OF 813 AND H 14) <'TAJ!f' WAF"R PRl-7<:::sunr fFM" H ovn RESl"U'l PRESSURE SUATRACT JI 15 FROM JI 161 -.:~1 f'IC'I ,1,-.11 AT-/Jl 1i. PIIIC' 11 p<.:n PRES' URC 000ST IF ornu1Rm ID15-Jl16 + 20 PSil P'I IOSS 1 '.0 . • 3 ' ' ' 1' 11 I' 13 14 1' " 17 18 1' 6.4 1.5 1.5 0 71 0 11.8 NA NA 1. 15 71 PSI "" I PSI PSI O<O< P<I no, PSI PSI LANDSCAPE PLANS FOR: ~ ~ • ., s 00 0~ "' !; a, • .. <·S "a ~!I .,s, :'j ,E !jS ". ·,t o,, ,; I'- " I !:l .\ ~" ::, a, "' ~ ·O "'" ::, I'-z- !:'~ .. ... ~-- Ao "' <., 0 !jr-... 0 ... 'i' ci o,l z " a, "' ~ ~~ 0 0 °' "' a. I'--V) a. U1 I-I-u Zw w J (/) <( w 2 0 z (/) Q:'. -Ct'. w 0:::: 0 0.. ... LL > o_ _J Ct'. N -0 <( w 0 N 0 () f----(J) w z >-<( 0::: 0 w 3: z <( z rn w I Q:'. (L <( (/) ~ 1--0 _J [/) LL 2 __J Q:'. f---<( _J <( 0 <( -() (/) () () w (.I) w __J z [/) > <( w::) Q:'. <C 0 1--w z o._ I-0 (1) Ct'. ti) u -<( o_ 3: >-z w w u >-> __J -1--2 U1 __J (/) i1 w 0 <( De'. () zU -<( ::J _j w LANDSCAPE PLANS: IRRIGATION SPECIFICATIONS APPROVAL SET DATE 3/14/07 SHEET L= 4 LANDSCAPE IMPROVEMENTS "AS BUILT" APPROVED FOR PLANTING EUCALYPcTR~iTVi~t'~~1vfROJECT AND IRRIGATION ONLY, I APPR?~E~_ / t-.-, t:.-v Al.-""========, ~=~ INCLUDING PRECISE RCE __ EXP____ DATE l---+---1-------------t-----t----t---i---i ,.,.,A,f """-~li_ --i--1-eri 1-----------------;._ __ -1------.J.----------------f-----f---+--t-------f ;::P;::LA::::::NN:;l:::NG::::::::==:;--;::==_::======:::;;::=::::D:::AT:::E:::==: LOCATION OF PLANTING REVIEWED BY: OWN BY: --1 PROJECT NO. I DRAWING NO. AREAS. DATE INITIAL DATE INITL<\L DATE INITIAL CHKD BY:___ MS 04-1 8 440-9L L ________________ Jj~~~======~-==~~==-rE~NG::'.IN'.:_'.E~ER~oF:_w~o:R'.'.JK ___ _'._R~E:_::V~IS:IO=N~D:=_ES~C:R~l.'._P.'..Tl~O~N~--_J_.:O~TH'.'._:E~R~AP'.'.'.P~RO::'.V~ALi...'.c~,TY~A'.'.'.PP:RO'.'.'.V~AL:..l.::R=V=W=D=B=Y=:===--'=========::::'..'.::===='..J INSPECTOR DATE 1 Lor 4 EXISTING RESIDENCE j! I 4 i \ PROPOs;_;; A;EA 4 --\ \ \~ -- .,,,....,,,..c;t.\)- 4 -", • 4 4 4 4 j I PLAN NOTES 1) FOR PL\NTING DITAILS AND NOTES, SfE SHEET L-6. 2) FOR PLANTING SPECIF,CATIONS SEE SHEEf L-7. NORTH t r I I I I i I --;?-- . ---'" ·--- _ FUEL LINE•··· ----·--·-----.!......:...~_ ~J ~ ----~Af':!Q9~ED_B_:9. w:.J __ -__ --- /POWER POLE I I I I I 1 \ ~ ~J I I I I I I I Lor 2 1 / PROPOSED PAD AREA / \/---.__ ) /"11-,,A&i -,~ I ' ' r,lJI EUCALYPUS 20· o· 20· 40• so' ~~~~~~ GRAPH IC SCALE: 1 "~20' -----r . . :.:I :c-: ~-= .... I ··-- I I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I "AS BUILT" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR -=~t=~R~.o~.v w. I : I : Ii I ' ' ' i ' ~ -Ll:' q s w ~ (J"J w Ll:' () -=,-._- 1 MAINTAIN EXISTING PLANTINGS UNDISTURBED IN PLACE EROSION CONTROL REQUIREMENTS PROVIDE ERO&ION CONTROL/&l.OFE REVE6Er ATIOl'I FER CITY Cf CARl.56AD A& FOLLOW& &lope, 6d or &teeper reciuire a-osron control mea51Jre, and ;ball be treated ~i!h one or more of the rollow;119 "!anting standards. A Standard I -C.Ova-0-op or Reinforced straw Matting (100% coverage!. Ir preferred, a co·;er crop ma~ be appiled '.o slopes finir,hed bet~een April IS and August :s. The seed mix used Mt be made or ~uick germinating ar-d fast co·;eri~g grasses, clovers, and/or wild flooers. 1re seed must be applied at a rate and manner sulccia'lt to prov;de ~'-coverage within 30 days. Straw Mttill!J must be installed for slope. flni&ned between Augusl 1; and April IS. City approved Mlting m~sl be used. Stake matting to slope per maNractrer's instructlons. If matt1119 is applred, aA-licallon oi seed :; not reqJired. e. Standard 2 -GrOllnd Cover !102!'-co•;erage!. Ground cover must be spaced to provide lull cover.ige wil.hin one ~ear C. &tandard 3 -Loo ~ Low spreading ,/rubs planted irom a minimum 2-3/4' ifners sh!II cover a mlnimUII of 72!% or ;re slope r.ice at maturi::J. D. Standard 4 -Trees and/or Large 61rub1 Tre& and/or large 5i'rubs sh!II be planted 'rom minimum I gallon containers, al a mki"mUII rate of I per lt0 sq1-are feel Slopes -6,1 or ,teeper and, a. 3' or less 1fl vertrcal height ar,d are adjacent lo p.ibllc walk.I or &lreet1 r~uire at minimum &ta~dard ~- b. 3' to 8' in vertical he:got require ii'.andard1 ~. '2, and '3. c. In exceu or 8' in vert:cal height require Standards ~. '2, '3, and 14. Areas graded flatter lhan &cl require Standard~ (cover crop) m ~ rove ore or more of Lhs rollowi119 conditions, a. 5i"eet graded pads not scredu:ed for improvements within 6 rutlis or completion of rough gr a ding. b. A potential erosion \problem as determined by Ire Cit~. c. idenlifled b~ Ire City as high!~ vl1ible areas to tre phllc or rove special conditions LI-lat warrant immediate treatme'i\. TEMPORARY EROSION CONTROL SEED MIX Fer erosion Wl\rol standard~. a C<Ner crop ma~ be inslalled Oll'.side or tre rain~ season in lieu or installrng an erosron control fabric. LB/AC 130T AN I CAL NAME COMMON NAME 2.0 LOTU5 CO~ICULATU5 Bl~FOOT TREFOIL 2.0 LUPINi,5 61COLOR FIGMY-LEAVED LUPiN l!;,_IZ) PLANT AGO IN5ULARl5 PLANTAGO 2.0 VULPIA MYCRC& T ACl-l'r5 RAT-TAIL FEOCL;E 21.0 TOT AL POUNDS FER ACRE PLANT LEGEND sym latin name common name size quantity TREES AM • ...... uu1us manna Arbutus 24" box 3 CT _., ~ Cfiilalpa lashkentensIs ,v,orrnng i.; ouu i.;r 1talpa ·--15 ga·~1-'--:,- LC • Lopnostemon confertus ··--Brisbane box 15 gal 5 EX t. 1::x1st1ng r,atanus acen,011a Existing London Plane T•ee na 2 PR .6. Platanus racemosa California Sycamore 15 gal 3 ED • Er1o5otrya deT1exa oronze Ioquat 1mt:iltf-lrl<J~-z4• box ,r- SM ■'~=cn"'1runu~s~mruo=-11e--------t-~ca~l~ifu~rn~ia~pe~p~p~erc--~'-t--..,-1~~ga~a1---+~,..- JM _., Jacaranda m1mos1fo~l1a~-······-· ··-·· l--C'.Ja=c::::a:::cra'..."nd2a-'='='---__j__--'1~5-"g=a1:___j_:__2-:_j =~=~~· h~-~Y=an=k=e~e~P~oi~nt~--+--~C~ar_m~e_l C~r~ee~e_r __ -+-_1 giil__ 78 Strelitzia re inae Bird of Paradise .. li..9& __ 57 Heteromeles arbutifolia Toyon ·-· _ .1~ @L ·-21 Acacia redolens Qesert <::arget Dwarf acacia 1 al 107 Phonnium Tom Thumb Tom Thumb flax 5 9.<IL._ 98 a Cotoneaster lacteus Red clusterber 15 al 9 @ Cistus 'Sunset' Sunset Rockrose 1 gal 6 GROUND COVER Myoporum parvifolium Mvooon.frn flats 18" o.c. Delosperma alba White Trailing iceplant flats 9" o.c. Carissa 'Green Carpet' Green Carpet Natal Plu, 1 gal 121 Pelargonium 'Balcon Lavander' Lavander Ivy Geranium 1 gal 12" o.c. 0 "I ~ ~~cij .. t, ~" i~~~ 8~~:l '01 r.,ff ~ f§~,-o <>d~1 ~~o "'"" I CJ i::i~ zisi zE-< j~ p.. t/l ~DSC SG-E .., ! ,; "' a o ll ~ ,. ~-t ~, ;g u, ... 0 .. g,. "' ~· " a "'(I -§"o zf ~~ ~· ~~ .. ~ gl " ~-~ ~ 1 .., ·__c_~c=-=_::_:__ (.f)r 1----o Zw w --, (/] <( w 20 z (/] O' Ct'. w a::: 0 LI. 0.. > 0... ....I cc -<( w 0 Ow 0 I--z >-0 w 0::: z <( sc [l) w I Q_ <( (/) I-f-_j ~ (/) 2 _J rt: <( <( (/1 0 (_) w 0 w (/) w __J z > ~ (L :::> 0:: 0 0 Ct'. (D <t ~ l/) 3: ~ w u >-i": 2 (./) _J t'.3 <( 0 <( i3 LL zO <t :::> .._J w ~ ,.-, ~ 0 0 z a "' a. U1 a. s;I- N 0 N a, <( z Q' 0 lL ....I <( 0 ~ z 0 z w LANDSCAPE PLANS: PLANTING PLAN CONSTRUCTION DRAWING REVISION 1 DATE 8-31-10 SHEET L= 5 f-3---30_-_1+-o-cG_E+-1-c_o_N_sr_R_u_cT_1o_N_o_RA_w_1N_G_R_Ev_1s_1o_N __ 1--'-·/_-_1•---1---,;-6-1--'-l--_-t--_, .. ---1---_1-r_t:.--1 ~ CITY OF CARLSBAD I sH7EETs j ~ PLANNING DEPARTMENT DATE DATE INITIAL DATE INITIAL DATE INlllAL DATE ENGINEER CF WOR'< REVISION CESCRIPTION DT~ER APPROVAL Cl1Y APPROVAL LANDSCAPE PLANS FOR: LANDSCAPE IMPROVEMENTS EUCALYPTUS LANE PROJECT CRESTVIEW DRiVE I APPROVED: H-t.-( l.-r-~i .... :tt "'1 · e.-,~ PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. CHkD BY: RVWD BY: MS 04-18 440-9L -1 ...c ..c 0 I PLANTING NOTES 1. THE PLANTING PLAN IS DIAGRAMMANTIC AND SHALL BE USED AS A GUIDE FOR SETTING OUT PLANTS. PRIOR TO PLANTING, THE LANDSCAPE ARCHITECT SHALL BE CONTACTED TO APPROVE ALL PLANT LOCATIONS AND DIRECT ADJUSTMENTS. 2. PLANT MATERIALS SHALL CONFORM TO NURSERYMAN'S STANDARDS FOR SIZE AND HEAL TH. ALL PLANTS ARE SUBJECT TO REJECTION BY THE LANDSCAPE ARCHITECT IF SUBSTANDARD IN SIZE, QUALITY OR HEAL TH. 3. PROVIDE WATERPROOF SPECIES IDENTIFICATION TAGS ON ONE PLANT PER SPECIES PER GROUPING. 4. PLANT COUNTS ARE FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON THE PLAN. 5. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS THOROUGHLY SOAKED PRIOR TO PLANTING. 6. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM 2% DRAINAGE AWAY FROM ALL BUILDINGS AND FINISH GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AND MAINTAIN DRAINAGE DURING CONSTRUCTION. 7. LANDSCAPE CONTRACTOR SHALL REMOVE ALL EXISTING VEGETATION, TRASH, CLIPPINGS, ROCK AND OTHER DEBRIS IN PLANTING AREAS. RAKE AND FINE GRADE ALL PLANTING AREAS PRIOR TO COMMENCEMENT OF PLANTING OPERATIONS. 8. PLANTING PITS SHALL BE TWICE THE CONTAINER WIDTH AND OF EQUAL DEPTH. 9. FOR BID PURPOSES, PLANTING PITS AND PLANTERS BACKFILL MIX SHALL BE ESTIMATED AS: EXISTING SITE SOIL AND 1/4 (BY VOLUME) NITRIFIED TOP SOIL MIX. PER CITY OF CARLSBAD LANDSCAPE MANUAL, BACKFILL SHALL BE PER SOIL TEST. 10. TREES AND SHRUBS SHALL BE FERTILIZED AT TIME OF PLANTING WITH 21-GRAM AGRIFORM TABLETS AT THE FOLLOWING RATES: GROUNDCOVER-(1) 7 GRAM TABLET 1. GAL SIZE-1 TABLET 15 GAL-5 TABLETS 36" BOX-10 TABLETS 5. GAL SIZE-3 TABLETS 24" BOX-8 TABLETS 48" BOX-12 TABLETS 11. STAKE 5 GALLON AND DOUBLE STAKE 15 GALLON AND 24' BOX TREES. GUYING OF LARGER TREES SHALL BE DONE AT THE LANDSCAPE ARCHITECT'S DISCRETION. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE STABILITY DURING LENGTH OF THE GUARANTEE PERIOD. 12. VERIFY TREE PIT DRAINAGE WITH 24 HOUR WATER FILL TEST PRIOR TO PLANTING. ALL BOXED TREES NOT DRAINING ARE TO HAVE A 4" DIAMETER AUGER HOLE DRILLED THROUGH ANY HARDPAN OR COMPACTED EARTH AS REQUIRED TO PROVIDE DRAINAGE IN 24 HOUR PERIOD. 13. ALL PLANTING AREAS EXCEPT SLOPES SHALL BE AMENDED, ASSUMING APPLICATION OF THE FOLLOWING AMENDMENTS TO THE SOIL AND TILLING INTO THE TOP 6" OF SOIL: 3 CU. YD./1000 S.F. NITFRIFIED WOOD SHAVINGS 100 LBS./1000 S.F. AGRICULTURAL GYPSUM 25 LBS./ 1000 S.F. 12-12-12 FERTILIZER CONTRACTOR SHALL PROVIDE A SOIL TEST, FROM AN AGENCY/FIRM APPROVED BY CITY INSPECTOR, OF CHEMICAL AND AGRICULTURAL ANALYSIS PRIOR TO APPL YING AMENDMENTS. PROVIDE A COPY OF TEST RESULTS TO LANDSCAPE ARCHITECT AND CITY INSPECTOR FOR APPROVAL PRIOR TO APPLICATION IN FIELD. QUANTITY AND TYPE AMENDMENTS TO BE APPLIED MUST BE OBSERVED INSTALLED IN THE BY THE LANDSCAPE ARCHITECT, (DO NOT APPLY WITHOUT L.A. PRESENT). SOIL LEACHING SHALL OCCUR AT L.A.'S DIRECTION. 14. POST PLANTING FERTILIZATION SHALL BE PERFORMED BY CONTRACTOR AT 30, 60, & 90 DAYS AFTER PLANTING. 15. PLANTS SHALL NOT BE PLACED WITHIN 12' OF SPRINKLER HEADS. 16. SHRUBS & TREES SHALL BE UNDERPLANTED WITH GROUNDCOVER AS SHOWN BY ADJACENT SYMBOL 17. GROUNDCOVER SHALL BE PLANTED USING TRIANGULAR SPACING AS NOTED IN LEGEND. 18. PROVIDE 3" THICK LAYER OF "MEDIUM GRIND MULCH', SUPPLIED BY BLUE RIBBON NURSERY, (714) 633-3666, FOR ALL NON-TURF AREAS HAVING LESS THAN A 3:1 SLOPE, AT THE CONCLUSION OF PLANTING OPERATIONS. PROVIDE SAMPLE FOR APPROVAL TO CITY INSPECTOR PRIOR TO DELIVERY TO SITE. 19. VINES SHALL BE SECURED TO ADJACENT FENCES, POSTS OR WALLS USING VINE TIES. 20. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF NINETY (90) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLEAN, WATERED AND WEED-FREE. ALL DEAD OR DYING PLANTS SHALL BE REPLACED DURING THE MAINTENANCE PERIOD. 21. CONTRACTOR SHALL GUARANTEE PLANT LONGEVITY AS FOLLOWS: TREES-ONE YEAR; SHRUBS, GROUNDCOVER, AND TURF -SIX MONTHS. 22. AS PER CITY OF CARLSBAD REQUIREMENT, SLOPE PLANTING AND IRRIGATION MUST BE COMPLETED WITHIN 40 DAYS OF GRADING. 23. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHTIECT CAN REVIEW THE PROJECT UTLITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. 1,1 MAX. AT REAR OF SHRUB PIT EROSION CONTROL NOTE INSTALL REINFORCED STRAUJ MAT OVER ALL PLANTED SLOPE AREAS TO CONTROL EROSION UJHILE PLANTS ESTABLISH c--------3' UJATERING BASIN EARTH MOUND VERIFY UJ/ LANDSCAPE ARCHITECT 2X WIDTH OF ROOT6ALL SHREDDED NITROLIZED BARK MULCH, ~Ls:~~~l~W-COVER, MOISTEN AFTER FERTlhlZER TABLET PER NOTES, PLACE IN 50 L AT 1/3 OF PIT DEPTH UNDISTURBED SUB-SOIL FINISH GRADE AMENDED SOIL BACKFILL PER NOTES =,._,_~PLANTING PIT PER NOTES NOTE, PRIOR TO PLANTING, FILL HOLE FULL WITf-1 WATER t ALLOW TO PERCOLATE COMPLETELY INTO SU13-50IL. DO NOT ASSIST OR DISTUR13 PERGOLA TION RA TE. (]) CONTAINER PLANTING NTS GROUNDCOVER TO BE PLANTED FROM FLATS, CUTTINGS, LINERS OR ONE GALLON CONTAINERS PER PLAN. PREPARED SOIL-SEE PLANTING NOTES REFER TO PLANTING NOTES FOR ADDITIONAL SPECIFICATONS SQ.FT. FLANT5 WILL COVER ~ .. G Ill Ill "' G .... Ill @ G Ill G Ill @ @ " .. d)t=: e e e o <t .... 0 .. w ill 64 PLANTS 100 PLANTS 4' 1 SQ.FT II SQ.FT b' lb 25 8' 28 44 10' 45 10 12" 64 100 IS" 112)0 !Sb \811 144 225 24' 2!:>b 4012) SQUARE TRIANGULAR SPACING SPACING Cl) GROUND COVER NTS PRE-PLANTING WEED ABATEMENT UPON COMPLETION OF ALL FINE GRADING WORK AND SOIL PREPARATION, PERFORM WEED CONTROL MEASURES AS FOLLOWS: 1. IRRIGATE ALL AREAS DESIGNATED TO BE PLANTED FORA MINIMUM OF 10 MINUTES PER STATION, TWO CYCLES PER DAY FOR SEVEN DAYS TO GERMINATE ALL WEED SEED POSSIBLE. 2. APPLY A CONTACT WEED KILLER AND ALLOW SUFFICIENT TIME TO OBTAIN COMPLETE KILL OF ALL WEEDS GERMINATED. 3. REPEAT STEP #1 ABOVE. 3. REPEAT STEP #2 ABOVE. ROOT BARRIER REQUIREMENT 1. PROVIDE DEEP ROOT BARRIERS AT PERIMETER CURBING OR BUILDING FOUNDATION OF ALL PLANTING AREAS CONTAINING TREES WITHIN 6 FEET OF CURB OR BUILDING. BARRIERS SHALL BE 24 INCHES IN DEPTH. LENGTH SHALL EQUAL MATURE CANOPY WITHN, NO LESS THAN 20 FEET PER TREE. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION. '7'---TREE STAKE v--·---TREE j:>____ PREVAILING ~ UJIND 2' PIA. PINE LODGE POLE STAKE, CINCH-TIE UJ/ GALV NAIL !BY VIT!± USE 4 PER TREE SHREDDED NITROLIZED BRK MULCH, 3' DEEP MIN. COVER, MOISTEN AFTER PLACEMENT 4' UJATERING BASIN Jr FINISH GRAPE j_ FERTILIZER TABLET PER NOTES, PLACE IN SOIL AT 1/3 OF PIT DEPTH --AMENDED SOIL BACKFILL PER NOTES ----PLANT PIT-2x UJIDTH, 4 EQUAL DEPTH OF ORIGINAL ROOT BALL I'-----BUBBLER /2 PER TREE!, IN b" PERFORATED PVC PIPE /2!, FILLED UJ/ 3/8' CRUSHED GRAVEL EROSION CONTROL NOTE -----4' PIA AUGER HOLE FILLED UJ/ 3/8' CRUSHED GRAVEL 2'-0' BELOUJ ROOT BALL MIN. INSTALL REINFORCED STRAUJ MAT OVER ALL PLANTED SLOPE AREAS TO CONTROL EROSION UJHILE PLANTS ESTABLISH NOTE-.ALL 15 GAL 4 24' l30X TREES SHALL BE STAKED 1 8 SECTION PLAN ·o N DOUBLE STAKED TREE NTS CUR 0 (install deep watering device only where street trees are associated with tree grates). 0 ROOTB.ALL FINISH GRADE 2' BELOUJ TOP OF PAVING BACKFILL MIX ROOT BARRIER NOTE, I. ROOT 13ARRIERS SHALL 13E INST ALL ED Wi-lEN TREES ARE WITf-llN &' OF f-lARDSCAPE DO NOT ENCIRCLE TREE IF FOSSl13LE UN.O. (INSTALL PARALLEL TO WALK&• CURl35). !10' EACI-I SIDE OF TRUNK MEASURED PARALLEL TO HARDSCAPE X 24' DEEP). (1) TREE ROOT BARRIER NTS 0 0 c,o ~ zl'I, • z::l • ZI Z ,; :l"' 0 "' E "'"" 82 p..~~< "' ~ :l'"'" "' . ,-."'"'E " ~!::tJ:. <-E o0°~ " § "':li"'"" o.,. 0 .!I '-""' ol l ra;~~ "' z i] ~U>,Q "rg ""' zz:l;, "* :l:l~~ . ., o., a:!'-"' "1 I I t: ~ ~ ra -·O "' "' "'" z-~~ ~· ~ ~o "' om 0 ':l]i'-'. .,, i'5 ~ 0 .. 'i' ci z l'1 ~ zE-< o., z <~ " "' a "' Ji: Ul ~-0 "' "' a. !'--U) a. U1 I-I-u z w w -, VJ <{ w 2 0 z VJ Cl'. - w 0::: 0 Ct:'. u... o_ ,tj- > Q_ __J Ct:'. N ~ 0 <{ w 0 N 0 u f---~ (J) w z >-et: 0 w 3:: <{ z <{ z m w I Cl'. Q_ <( if) ~ f-0 __J if) u... 2 _J Cl'. f---<{ __J <{ VJ 0 <{ -u w u u (/) w _J z if) > ~ w ::) Cl'. <( 0 Q_ 0 w Ci) z I-Ct:'. LO u -<( Q_ 3:: >-z w w u >-f"'. _J -:;;;, U1 _J ~ <( <( ~ LL 0 z u ::) -<( w _J LANDSCAPE PLANS: PLANTING DETAILS AND NOTES APPROVAL SET DATE 3/14/07 SHEET L= 6 fsHEE17 CITY OF CARLSBAD I SH7EETS I 1----1----+----------------t---t---t----t----l l__Q_j PLANNING DEPARTMENT 1---+--+-------------+--t----t-----j--; APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE___ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANS FOR: LANDSCAPE IMPROVEMENTS EUCALYPTUS LANE PROJECT CRESTVIEW DRIVE I AP p Rovre ;( r ~ • f:ll..o±t ~.?, ... , PLANNING DATE DWN BY: PROJECT NO. I DRAWING NO. CHKD BY: MS 04-18 RVWD BY: 440-9L ' 0 r 0 -J "h~ SECTION 02481 SOIL PREPARATION AND FINISf.! GRAD!~ PART I -GENERAL I.I DESCRIPTION A. Work included: This work shall consist of preparing the surface strata of soil for planting including but not necessaril~ limited to, I. Topsoil placement, 2. Soils testing, 3. Placement and incorporation of soil amendments, 4. Finish grading, !i. Any incidental work not shown or specified which can reasonabl~ be inferred as part of the work. B. Related work: Section 02490 -Planting 12 SUBMITT ALS Test results Delivery statements 13 QUALITY ASSURANCE A. Work shall be performed in accordance with best standards of practice relating to various trades under continuous supervision of competent foreman, capable of interpreting Drawings and Specifications. B. f.!erbicide applicator shall be licensed b~ State or Galifornia. 1.4 DELlvERY, STORAGE AND f.!ANDLI~ Containers, I. Containers shall be unopened at deliver~ and respective labels shall show contents. 2. 5\ore containers off the ground and protect from the weather. 1.5 PROJECT SITE CONDITIONS A. llret1 existing /stockpiled) soil is available the Contractor shall check with General Contractor to determine the quantit~, location and when soil can be moved into the planting area. 5\ockpiled soil is to meet conditions described in section on material standards. B. No soil shall be moved into areas when either the soil or existing grade is too wet or dr~, or when deleterious materia Is are present. PART 2 -PRODUCTS 2.1 TOPSOIL A. Source: Off-site borrow taken from source acceptable to the Landscape Architect. B. Acid-alkaline range, pf.! 6~ to 1.0. C. Free of pests, pest larvae and matter toxic to plants. D. Percent of organic mamer: 2% minimum. E. Maximum 5% ~ volume slag, cinders, stones or other extraneous material exceeding 1/2 inch diameter. F. Free of noxious weed seed, pathogenic viruses, herbicides or chemicals that inhibit plant growth. G. Tests and sampling of topsoil, I. Sampling b~ Contractor: B~ certified agronomic soil testing laborator~ at three locations per Landscape Architect. 2. Tests, Organic matter, nutrient analysis, textural anal~sis and salinit~ test. Provide amendment recommendations by testing lab. 22 SOIL CONDITIONERS A. Peat, Canadian Peat Moss B. f.!erbicides, As required upon Landscape Architect's approva I. C. Fertilizer: I. Preplanting fertilizer shall be long lasting, controlled release, uniform in composition, free flowing, suitable for application with approved ~uipment and shall contain the following minimum available percentages b~ weight of plant food, For lawn areas, N-P-K ratio as required from soil report. For shrub areas, N-P-K ratio as r~uired from soil report. 2. Post-planting fertilizer shall be organic base, long lasting, nonburning, slow release, free flowing, suitable for application with approved equipment and shall contain the following minimum available percentages of weight of plant food with trace minerals of 3% iron and !i% sulfur: For lawn and shrub areas, N-P-K ratio ofl4-1-3. 3. Planting tablets shall be light!~ compressed chip t~pe commercial grade plant tablets with the following available percentages of weight of plant food, For 21 gram tablets: N-P-K ratio of 20-I0-!i. For !i-1 gram tablets, N-F-K ratio of 12-8-8. D. Organic soil amendments: derived from Redwood or Fir bark, supplying several gradient degrees of breakdown, with non-ionic wetting agent, stabilized with nitrogen (0.5%) and having the following properties: I. Salinity, Saturation extract conductivity (e.c.! shall not exceed 1.15 at 25 degrees centigrade. 2. Organic content: minimum 90% ~ weight. 3. pf.!: !i.5 to 6~ E. Miner a ls, I. Soil Sulfur (5) shall be elemental sulfur (99.5% minimum!. 2. Ferrous Sulfate shall be in pellets or granular form containing not less than 18% metallic iron. Material shall conform to the Agricultural Code of the State of ca!ifornia 3. Agricultural Gypsum /CaSO4-2f.!20! shall be commercially processed and packaged g~psum with minimum 80% grade containing 14% minimum combined sulfur. 4. Lime (CaC03! shall be calcium carbonates lime. F. Soil penelrant: '5arvon' brand. G. Water, I. Source, irrigation s~slem F.O.C. 2. Qua lit~, potable FART 3 -EXECUTION 3.1 Inspection A. Examine areas to receive soil preparation to assure work of other trades has been completed. B. Verif~ grades with Landscape Architect prior to beginning soil preparation. C. No soil preparation shall be performed until all structures and walls and construction items /including irrigation mains and drainage lines) have been installed. D. The site shall be free of weeds, trash and deleterious materials prior to soil preparation. · E. Verif~ that plants to remain have been undisturbed. F. Do not proceed with soil preparation until unsatisfactor~ conditions are corrected. 32 SOILS TEST RESULTS A. After rough grading, soil samples shall be taken from enough locations on the site to represent an adeq1.1ate cross section of conditions. B. Soil test shall be performed b~ a soil testing laborator~ (pre-approved b~ the Cit~). The test shall indicate but not be limited to the following, organic matter, N,F,K, pf.!, EC, soil texture( silt, cla~, sand!, recommendations for amendments, leaching, and maintenance fertilizations. C. The results and recomendations of the soil testing laborator~ shall be submitted to and approved b~ the Cit~. The approved recommendations for amendments and backfill shall be incorporated into the landscape plans prior to the start of construction and shall become partof the approved plans. Products specified b~ product name b~ the soil lab in the recommendations ma~ be substituted with 'or equal' products approved b~ the Cit~. 33 PERFORMANCE A. Subsoil: I. Scarif~ subsoil in all areas to be planted to depth of 6 inches prior to placement of topsoil. The soil shall be made loose and friable. 2. Remove rocks and other objects over 2 inches diameter. B. Topsoil: I. In areas scheduled for seeding or sodding of lawn place topsoil from stockpile to minimum depth of 4 inches over all areas. 2. In areas scheduled for ornamental groundcovers, place topsoil to 2 inch 3. Do not place topsoil on slopes exceeding 3:1 gradient. C. Incorporation of Soil Amendments: I. Place additives uniform!~ in accordance with specifications and Landscape Architect's direction per soil \est results and recommendations and incorporate \o depth of I inch b~ raking or other approved method. 2. Rake, drag, roll and smooth the surface until free of hollows and ridges and ii conforms lo established grade plus or minus I inch in 10 feet. 3. ApplB pre-eme-gent herbicide control in accordance with the manufacturer's recommendations and an~ applicable governmental agenc~. D. Finish grade, I. Upon completion of ro\otilling and topsoil placemen\, all areas shall be watered \o settle soil. 2. U"1en lhe soil has dried sufficient!~ to be readil~ worked, all lawn and planting areas shall be graded to previous!~ established grades. 3. Grades not otherwise indicated shall be uniform!~ level or sloping between points where elevations are given. Finish grade shall be smooth, even, uniform plane without abrupt change of elevation 4. Soil areas adjacent \o buildings sha II slope awa~ from the building lo allow for a natural run-off of water, and surface water shall be directed as indicated on the drawings by remodeling surfaces \o facilitate the natural run-off of water. 5. Low spots and pockets shall be graded to drain proper!~, maintain 2% minimum slope. 6. Finish grade of all planting areas shall be brought flush with curbs and paving lo assure positive drainage over \he surface. 1. Minor adjustments of finish grades shall be made al the direction of the Landscape Architect, if r~uired. 3.4 CLEANUP A lmmediateI8 clean up spills, soil, conditioners on paved and finished surface areas. B. Remove debris and excess materials from project site. END OF SECTION SECTION 02491 FLANTI~ TREES, Sf.!RUB5 AND GROUNDCOvER FART I -GENERAL I.I DESCRIPTION A. Work included: Provide all labor, materials, and equipment required \o complete work indicated on Drawings, complete in place and approved, including but not necessaril~ limited to: I. Purchase of plants 2. All planting, including ground cover 3. Inspection and certifications 4. Guarantees 5. Clean up 6. Staking B. Related work: I. Documents affecting work of this Section include, bu\ are no\ necessaril8 limited to, General Conditions and other Sections of these Specifications. 2. Section 02441: Irrigation s~slem, Section 02481: Soil preparation and finish grading. 12 QUALITY A55URANCE Work shall be performed in accordance with best standards of practice relating \o various trades under continuous supervision of competent foreman, capable of interpreting Drawings and Specifications. 13 EXl&TI~ 5ITE CONDITIONS A. Friar \o excavation for planting or placing of stakes, locate a II electric cables, conduits, sprinker valves, all utili\~ lines so that proper precautions may be taken not to damage such improvements. In event of conflict between such lines and plan\ locations, promptl~ notif~ Landscape . Architect who shall arrange for relocation for one or other. Failure to follow this procedure places upon Contractor responsibilit~ for ( al his expense! making an~ and all repairs for damage resulting from work hereunder. B. Verification of dimensions, All scaled dimensions are approximate. Before proceeding with an~ work, Contractor shall carefully check and verif~ all dimensions and quantities and shall immediate!~ inform Lanoscape Architect of an~ discrepanc~ between Drawings, Specifications and actual conditions. No work sh1 II be done in an~ area where there is such a discrepanc~, until approval for same has been given b~ Landscape Architect. 1.4 SCf.!EDLILING/5EQUENCI~ A. After soil has been prepared as called for in Section on soil preparation, irrigation s~s\em has been installed, tested, and conditions are favorable to plant, Contractor shall request approval lo star\ planting from Landscape Architect. B. Irrigation and landscape work ma~ be done concurrently, however, planting work ma~ not star\ in an~ section prior lo inspection and approval of irrigation work. 1.5 5UB5TITUTIONS A. No substitutions from specified plan\ materia Is will be permitted, unless substitute materials are approved in advance b~ Cit~ Inspector and LA, and substitutions are made at no additional charge \o Owner. If accepted substitute materials are of less value than those indicated or specified, contract price will be adjusted in accordance with provisions of contract. lh SUBMITT ALS A Source of materials shall be furnished if r~ues\ed b~ Owner or Landscape Architect. B. In addition lo an~ other certificates specified, Contractor shall furnish a certificate with each deliver~ of bulk material slating source, quantity, t~pe of material, and that material conforms to Specification. These certificates shall be submitted to Landscape Architect prior \o start of maintenance period if required b~ Owner. 1.1 GUARANTEE AND REPLACEMENT A. All plantings shall be guaranteed for time period specified in Planting Notes. An~ material not growing proper!~ during this period shall be replaced b~ Contractor within seven (1) da~s of receipt of written notice b~ Landscape Architect. Contractor's guarantee ma~ be extended in cases where plants are slow to establish. If Contractor fails \o make replacements within the lime limit, Owner ma~ replace them at Contractor's expense after duly nolif~ing him. FART 2 -PRODUCTS 2.1 PLANT QUANTITIES AND TYPES A. Flan\ materials shall be furnished in quantities and/or spacing as shown, or noted for each location, and shall be of species, kinds, sizes, etc., as s~mbolized and/or described in Flan\ Legend on Drawings. 22 PLANT MATERIAL STANDARDS Plant material indicated on Drawings and herein specified shall conform to following, A. Nomenclature, Flan\ names listed in Plant Legend conform to 'Standard Plant Names' established b~ American Joint Committee on f.!orticullural Nomenclature, except for names not covered herein, with which custom of nurser~ is followed. B. Condition: Plants shall be s~mmetrical, t~pical for varie\~ and species, sound, healt~, vigorous, free from plan\ disease, insect pests or eggs, shall have heal\~, normal root systems± well filling their containers, bu\ not to point of being root bound. Plants shall no\ be pruned prior \o delivery, except as authorized b~ Landscape Architect. In no case sha II trees be topped before delivery. C. Dimensions: f.!eight and spread of plant material shall be measured with branches in normal position and shall be as indicated on Drawings. caliper of trees shall be measured 2'-0' above surface of ground. IJ.tere caliper or other dimensions of an~ plant materials are omitted from 'Plant Legend', it shall be average stock for t~pe listed. D. Inspection: All plant materials shall be subject \o inspection and approval b~ Landscape Architect before planting. All plants supplied lo project /whether planted or not! are subject to rejection by Landscape Architect. E. Plant list, As indicated on Planting Flan. F. Sizes of plants, Shall be as stated in Flan\ Legend. Container stock (I, !i and 15 gallon) shall have been grown in containers for period of lime sufficient \o develop root growth sufficient \o hold soil ba II together \o side and bottom of container in which ii was delivered. G. Plants no\ approved: Remove from site immediate!~ and replaced with suitable plants. Landscape Architect ma~ reject entire lo\ of plants represented b~ defective samples. 23 SOIL CONDITIONS -see Sections on grading, drainage, and soil preparation standards. FART 3 -EXECUTION 3.1 PLANTING -GENERAL A. Relative position of all trees and plants is subject to approval b~ Landscape Architect and t~ shall, if necessar~, be relocated as directed as part of contract. B. Plant pits shall be minimum width 2x larger than root ball. If percolation is such that water will not drain from hole overnight, Contractor shall take caution not to over water plants. C. Plants sha II be set so that, when settled, the~ bear same relation to r~uired grade as t~ bore to natural grade before being transplanted. Each plant shall be planted in center of pit, backfilled with prepared soil± unless otherwise specified. No soil in mudd~ condition sha II be used on backfilling. No filling will be permitted around trunks or stems. All broken or fra~ed roots shall be proper!~ cul off. D. Plants shall not be allowed to dr~ out before or while being planted. Keep exposed roots moist b~ means of we\ sawdust, pea\ moss, of burlap a\ all times during plant operations± do not expose to air except while being placed in ground. Wilted plants, whether in place or not, will not be accepted and shall be replaced at Contractor's expense. E. Landscape Architect shall make periodic inspections during planting. An~ plants not properl8 handled, spotted or planted shall be subject \o removal and replacement. F. In even\ that underground construction work or obstructions are encountered in planting operation, alternate locations will be selected ~ Landscape Architect. Location operation will be done a\ no extra cos\ \o Owner. 32 PLANTING OF TREE& A. Specimen trees sha II be approved b~ the Landscape Architect within 30 da~s of \he award of contract or 48 hours before deliver~, whichever comes first. An~ specimen trees delivered to \he job-site damaged or changed from the wril\en approval are subject lo rejection. B. No trees 15 gallons and over shall be planted in a hole that will not naturall8 drain overnight after having been half-filled with water. Tes ls sha II be conducted \o make this determination and Landscape Architect notified of this condition prior to planting. C. All specimen, occurring in sodded or ground cover areas shall be planted before final preparation of those areas. D. Stake and gu~ a II trees indicated on the plans and/or as required to promote optimum stabili\~. 33 FLANTI~ 5f.!RUBS AND VINES A. All vines shall be removed from stakes, untied, and securely fastened in an approved manner to wall, fence, or other surface next \o which they are planted. B. Set plants in center of pit, in vertical position, so that after allowing for watering and sel\ling the crown of root ball shall be I' above surrounding finish grade lo prevent waler accumulation at the crown_ 3.4 INSTALLATION OF GROUND COYER A. Plant ground cover in areas designated on plans. B. Ground cover stored on the site shall be kept moist and free of insects and weeds. C. Ground cover shall nol be planted until inspected b~ Landscape Architect. D. Ground cover planted from flats shall be planted with flat soil intact with roots. SOD PLANTING A. Remove rocks, weeds, debris from areas \o be sodded. Work up soil to a depth of 6 inches and break up all clods. f3. Careful!~ smooth all surfaces to be sodded. Roll area \o expose soil depressions or surface irregularities. Regrade as required. C. Spread turf fertilizer, 16-20-0 (or similar) onto soil even!~ at a rate of I lb. per 100 sq. ft. of lawn area. Rake in lightl~. Be sure soil is level and smooth before laying sod. Do not la~ sod onto bone dr~ soil. D. La~ first strip of sod slabs along a straight line. Use a siring in irregular areas. Butt joints tightl~, do no\ overlap edges. On second strip, stagger joints much as in la~ing masonr~. Use a sharp l<J,ife to cul sod to fil curves, edges, sprinkler heads. E. Do no\ la~ whole lawn before watering. Ulren a proper~ large area has been sodded, water lightl~ \o prevent drBing. Continue to lay sod, and to waler until ins\a Ila ti on is complete. F. After la~ing sod, roll lightl~ to eliminate irregularities and to form good contact between sod and soil. Avoid heav~ roller or excessive initial watering which may cause roller marks. , G. Water the completed ins\a llation thoroughly. C8cle irrigation \o achieve saturation to 8' deep. Repeat irrigation at intervals necessar~ to maintain moist soil until lawn is rooted into substrate. After sod is established, decrease frequenc~ and increase amount of water per application as necessary. f.!. Replace all dead or dying sod with same variey of material as original!~ installed. 3.5 FERTILIZER A. Install chip l~pe Fertilizer Tablets per the planting notes. 3h WATER BASINS A. Prepare raised water basin as wide as plant balls at each plant. Water thorough!~, backfilling an~ voids with additional prepared planting mix. Do not basin flat sized plants. Remove all basins prior to planting of lawn and ground cover. 3.1 MULCf.! A. Contractor \o install 3' thick la~er of slTeaded nitrolized redwood bark mulch in a II non-turf areas less steep than 3: I. 5ubmil mulch sample \o Cit~ Inspector and Landscape Architect for approval prior to bulk deliver~ to job site. 3.8 WATERI~: A. Immediate!~ after planting, water shall be applied to each tree, shrub and vine, b~ means of a hose. The water shall be applied in a moderate stream in the planting holes and until the material about the roots is moist from the bottom of the hole lo \he top of the ground. B. Following the planting of ground cover plants, furnished in flats, each plant shall be immediate!~ and thoroughly watered. C. Plants not efficient!~ watered with existing waler s~s\em, sha II be watered with hose. D. Appl~ waler in sufficient quantities, and as often as seasonal conditions r~uire to keep the ground moist at all times \o the depth of \re root s~s\em of grass and plants. 3.9 PROTECTION Contractor shall carefull8 and continuously protect areas included in contract± including plant materials, fences, supports, etc., until final acceptance b~ Landscape Architect. 3.10 CLEAN LIP Upon completion of Work in this Section, remove rubbish, trash, and debris resulting from operation. Remove disused equipment and implements of service and leave entire area involved in a neat acceptable condition such as to meet approval of Landscape Architect. 3.11 MAINTENANCE A. Maintain all planting areas in a vigorous, thriving condition b~ watering, cultivating, sprafng, washing off walks, and a~ other necessar~ operations during the entire period of installation and until final acceptance bB Landscape Architect. B. calendar, Maintenance period shall be calculated from final acceptance b8 Landscape Architect. C. Improper maintenance which may cause the poor condition of planted material at termination of the scheduled contract pe-iod will cause postponement of final acceptance of work. Maintenance of all areas shall continue at no additional cos\ to Owner until all work is accepted. D. All areas shall be kepi free of debris and all areas shall be weeded and cultivated at intervals of no\ more than ten /10) da~ after an~ area has been completed. E. The Landscape Contractor shall be responsible for maintaining ad~uale protection of all areas. Damaged areas shall be repaired immediate!~ al the Landscape Contractor's expense. F. Post fertilize all areas after thirl~ (30) and nine\~ (W) da~s of maintenance with lwenl~ (20) pounds per 1,000 square feet of post-planting fertilizer. G. After thirt8 (30) da~s, all weeds shall be removed b~ hand after watering \o assure root removal. Application of D~mid and Treflan or equal pre-emergence weed control shail be applied when in opinion of Landscape Architect project is infested with weed seed and further weeding will become an unnecessar8 burden lo Owner. f.!. Contractor shall call for an inspection after each thirl~ (30) da~s of ma in\enance. I. Maintenance shall continue for period specified on Planting Noles. END OF SECTION 0 0 c,c ., 1'1~ • z3' 0 • j I Z "' Ei o, D "'"" 0 .s O.~Z< 5l ~ ;;juing "' . e-ttH3t: ., ~-u:. < .!= otlg.., u § U~o.,': ~.!l '"~ ,r, 8' "~ "':. ""'z ~Hi :::iu>-o ~ ·" "f!l&l"' ~j~; u. . ., 0., 2 I' "' ~ .1 I -" :, "' VJ -•o ""' :, I' z-~~ .... ~· -!;l 0 "' c., UJ 0 "'"' ... z::. < I' D -r,i .. ~ 0 z E-< 0~ z ZUJ ~~ j >,, ~ ~-0 p..Ul 0 "' "' Q_ I' -V, Q_ (/") I-I-u z w w -, (/) <( w 2 0 z (/) O:'. - w 0::::: 0 0-: u... O_ ..;- > 0.. _j 0-: N ~ 0 <( w 0 N 0 u f-~ a, w z >-<( et:: 0 w 3 z <( z m w I O:'. o._ <( (/) ~ f-0 _j (/) u... L _J O:'. <( _j <( (/) 0 <( -u w u u (/) w _J z 1/1 > ~ w :::> O:'. <C 0 o._ 0 w (!) z I-0-: l[J u <( 0... 3 ~ z w w u >-~ -2 (/") _j 23 <C <( ~ LL 0 z u :::> <( w _J LANDSCAPE PLANS: PLANTING SPECIFICATIONS APPROVAL SET DATE 3/14/07 SHEET L= 7 I SH7EET I CITY OF CARLSBAD I SH7EETS I 1------+--t------------------i----r----;----,---, PLANNING DEPARTMENT 1------+--t------------------i----r----r---,---, =======:'....'.:==~ 1-----+--+------------------t----r----;----r---, LANDSCAPE PLANS FOR: ,--------------,----,-,A-S--B-LJ-I-LT-,,----1 LANDSCAPE IMPROVEMENTS APPROVED FOR PLANTING EUCALYPTUS LANE PROJECT CRESTVIEW DRIVE A:cLii:itT~:;Egi}Y, RCE--EXP.___ oATE 1-AP_P_Ro_.vij=~~-/..,,.{~~"'lc--'--~tl='°=;t\,..__ ___ 9.3 .... 1 LO CA Tl ON OF p LAN Tl NG t-:::-;::;:;::::::::;:-:::;------------i.f::_-::..-::_-::..t-=--=-~"=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=---=+t::'__-=--=-~1=_-::_-::_4t-::_-::_-::_4t::"__-::_~--i . PLANNING~ DATE REVIEWED BY: OWN BY: I PROJECT NO. I DRAWING NO. ARL AS. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY c.r1 . '--MS 04-18 440-9L L---------------~~~~::__ ___ __:_.=_ __ _JD~A~~-J.'.E:NG:'.1N~EE::R__:o~F..".w'.'.:0R'.'..'.KL __ ~R:E:_:V~IS::_IO~N~D~E::.:S:_:C::_R:IP_T~IO~N.:_ __ _J:_'.D~TH:_:ER~AP'.'.'.PR~o'.:".vA'.::_LJ__::c1:TY:.:.A'.'.'.PP'.:R'.'.:ov~AL::...l.::R:::V:::W::D::::B:::Y:::::=:=::::'..:L.=-=-=-=-=--========'----~ INSPECTOR