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DWG 422-4L; CT 02-28; LA COSTA CONDOMINIUMS; 01-19
Pl;GLAAATIQN QE RESP~IBL!; GHABel; I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH PROFESSIONAL STANDARDS AND PRACTICES. AS THE LANDSCAPE ARCHITECT IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, AS DEFINED IN SECTION 3703 OF THE BUSINESS AND PROFESSIONS CODE, I ASSUME FULL RESPONSIBILITY FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE PLAN CHECK OF THESE PLANS BY THE CITY OF CARL~BA[? I~ A REVIEW FOR THE LIMITED PURPOSE OF ENSU~ltJ9 .THAJ THE.et.,t.N~ COMPLY WITH CITY .... PROCEDURES AND OTHER APPLICABLE POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT, THEREFORE, RELIEVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS. TESHIMA DESIGN GROUP RONALD 5. TESHIMA LANDSCAPE; ARCHITECT CA -14!56 LICE;N5e NO. "1"103 eu51NE55PARK AVENUE SUITE; C SAN DIEGO, CA "i:2131 ADDRESS 1~£-.4~ SIGNATURE OF LANDSCAPE ARCHITE;CT PACIFIC OC£AH VICINITY MAP NO SCALE CITY OF ENCINITAS I/B0/08 DATE (e,5e,) 6"13-e,e,:24 PHONE SITE lAN:DSCAPE PLANS PREPARED FOR: SHEET INDEX LA COSTA CONDOMINIUMS CARLSBAD, CALIFORNIA TITLE SHEET IRRIGATION PLAN IRRIGATION PLAN AND LEGEND IRRIGATION PLAN AND EQUIP. LEGEND IRRIGATION DETAILS IRRIGATION DETAILS 1 2 3 4 5 KEY MAP North (?) Ir?)' 2&' Sr?)' Ir?)(?)' 5C-ALE, 1"=50'-0" LEGAL DESCRIPTION: LOT 185 OF LA COSTA SOUTH UNIT 1, IN THE CITY OF CARLSBAD, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF No. 6117, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 3, 1968. ASSESSOR'S PARCEL NUMBER: 21'6-160-27 IRRIGATION DETAILS TREE/ GROUNDCOVER PLAN TREE/ GROUNDCOVER PLAN TREE/ GROUNDCOVER PLAN SHRUB PLANTING PLAN SHRUB PLANTING PLAN SHRUB PLANTING PLAN PLANTING DETAILS IRRIGATION SPECIFICATIONS 6 7 8 9 10 11 12 13 14 15 fENClNG Pl/'\N l5 · PLANTING SPECIFICATIONS 16 WATER DISTRICT: fE.NCl!'10 l:)ETAIL~ 19 PLANTING SPECIFICATIONS 17 CARLSBAD MUNICIPAL WATER DISTRICT OWNER / APPLICANT: CALSO LIMITED A CALIFORNIA LIMITED PARTNERSHIP 2683 COSTEBELLE DRIVE LA JOLLA, CA 92037 (858) 453-4575 PROJECT REPRESENTATIVE: PLANNING SYSTEMS 1530 FARADAY AVENUE, SUITE 100 CARLSBAD, CA 92008 (760) 931-0780 CIVIL ENGINEER/ LAND SURVEYOR: O'DAY CONSULTANTS, INC. 2710 LOKER AVENUE WEST, SUITE 100 CARLSBAD, CA. 92008 (760) 931-7700 " INSPECTION PROCEDURES: 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 THE 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 ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND THE BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEBSITE AT www.ci.carlsbad.ea.us/pdfoc.html?pid=340 " ,. APPROVED FOR PLANTING "AS-BUILT AND IRRIGATION ONLY. INCLUDING PRECISE L.A. EXP. DATE REVIE\./EDL LOCATION OF PLANTING REVIEWED BY: ~C,. 1/ /4~,,; ¼/4.c-.1/z~/~ AREAS. 1:f:JGINl!'E:RING PLANCHECKER DATE INSPECTOR DATE 1/8/05 SP&MS 1 (FIRST PLAN CHECK) REV. PER CITY COMMENTS 1~ 2/25/05 SP&MS (SECOND PLAN CHECK) REV. PER CITY COMMENTS I S~EET I CITY OF CARLSBAD 4/14/05 SP 'fo. (THIRD PLAN CHECK) REV. PER CITY COMMENTS PLANNING DEPARTMENT 'l ' . '' 1/30/08 ,., REVISED. N--s A"'"r:."' p:..:.-: ::~ .. ·.:...:-ew ,,,_,, ___ ,. .. _,, J1JV"8 r.J ~-ie.,., 11 t:. ~ S REOUE'ST. TITLE SHEET FOR: 'VI'S/II i "ow.,m, ,.,.flct,l C/:t"tGE.Al:PINGL i=e• · • ,. ,u .... , .. l1t,.. LA COSTA CONDOMINIUMS PIAN~~ .II 5. ,,"AL ~~.IJ:, ~~ . l(F_v. a,.ippr 1Nn<= '.<. LA COSTA, CALIFORNIA • TESHIMA DESIGN GROUP LANDSCAPE ARCHITECI'URB • IAND PlANNINO 9903 BUSINll$PARIC. AVB. SUIJB C • SAN DU!(J(), CA 92131 19 IR19.H1!14 FA» MiiHll2 DATE INITIAL DATE INITIAL DATE INITIAL I AP1;~~l 4-, ~.d\ I ~t,~.,;;,'o DATE PLANNING DWN BY: I PROJECT NO. I DRAWING NO. TOO JOB NO. ot-040 NEW DA.TB 4-14--0S CHKD BY: REVISION DESCRIPTION CT-02-28 ENGINEER OF WORK OTHER APPROVAL crrl' APPROVAL RVWD BY: 4224L TOG JOB NO: 01-051.10 DATE: 1-30-08 -t: ~ ,..., • J:. r ~ ~ 0 z. <> ...., -~ ---- .. 39 33 ,: . . i ' I ~ 42 ~ ~HIMA DESIGN ~ B . ARCHITECTURE GROUP P ~ARK 1.. LAND H: (858)693-8824 YR SUITE 100 PLANNING www.teshimad .· SAN DIEGO CA es1gn.com F , 92131 •AX: (858)693-1182 1/8/05 2/25/05 4/14/05 1/30/08 10/15/1 o SEE SHEET 3 SEE SHEET 4 SEE SHEET 5, 1/4" 42' -- 3/4" 44' I' --! 48' -·-- I' i QQ' 11W 44' -. ,:. CONTROL 1/ALV~ : C 'rQTAL MISCEL' ,., __ _::_ L_ 1-1/2" I ...,-,Nl=ou<> 0 fOTAL SY '"r -"LOSSES ,:, EM LOSS"S 12 2.1 2.7 20.5 31.1 I :,;: f1rm-1GL I:. (A+B•C) OSSES ( 1:5" : ;::: HEA!JLOSS/(;AIN JaOFTOrALLOSSES) ,. M ;;, IN SYSTS:M (10 4.6 "' 1rm,1U,\I REQ _, 3-110) -~ IJIHfD PRESS ~::.__I I H DCGIGN PRESS UR URE ATLAST H 'D --- ,;---E I O,E >PG ) JO AVAIU\EILE PSI _J ,E:s1µ1J.AL " 01.1.79 2,1.20 i Ball Valve Main Li ne (2112") FOR IRRIGA FOR EQUIPJ~~N LEGEND 6, AND 7 FOR T LEGEND . / / //7 / / / / / . DETAILS f'.1 / / / / / / r/ ·////7/ 1 1 I ' ArPRovrn co ,;- 5 • • 1 rNNr:'LtRIGA 0~ ~~ANTING SCA 20· 40' LOCAt?c\~G PRlCIS[ LY "~'''' '''"m= LE: 1" 20' i\Rli\S OF PLANTING '------ INSPECTOR ½f' c:,()_;tt A ,sw LA,O -e "<NGE NORTH · CITY C = ~~:;:eucno:~Hm~'c°'""' 'LA~~';/~g6rnces Rrnseo OMMENTS TION REVISION □uE ~6 ~~NG AEPLA~~[) WIT . REVISED IRRIGATION WITH SCAPE CHANGE. p~~~ MINOR PLANTING END REVISION. ANO SP&MS I 12 (SEC CHECK) REV PER , SP I,@, (THIROND PLAN CHECK) R.EV CITY COMMENTS "?.; CONSTRUCT<~ ~HLAN CHECK) REV p~:ER CITY COMMENTS -(.. -r,. ,--t DATE CITY OF PLANNIN CARLSBAD IRRIGATION p G DEPARTMENT LAN FOR· LA COSTA C LA COSTA ONDOMINIUMS I ~ccc,o , CALIFORNIA /tt,_; /;( PLANNING :::.--\:'.,\ q-_. 'fz:./[_.,/( l>-,,.,:t I DATE DATE INJTIAL DATE INITIAL DATE INITIAL DWN BY· CHKD BY· PROJECT NO. 11 DRAWING NO, ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL , RVWD BY: CT 02 28 , 4224L TDC J OB NO· 01 · -051.10 . --08 DATE· 1 30 • ' ' .. • • ' . ' i ' i [ I ! ' i ·, ·• :l ,, ,, '\ ' I Jj ____J_ · 111" '. '. :,1 : _I •'. ' ' ;I i I I ' . ' I i I i I ' I I ! '' i ' I,, 1) SYMBOL 15, 12, 10/8, 5 .... 8 & • 0 DESCRIPTION Shrub Spray/P op-up Nozzle -Full Nozzle -Adjustable Nozzle_ Half ~ozzle -One Third ozzle -Quarter Nozzle -End St . N np ozzle -Side Strip Shrub Stream/Bubbler Flood Bubbler Half Circle 1 Center Strip MANUF Rain Bird Rain Bird IRRIGATION LEGEND MODEL 1812-SAM/PA-BS 15, 12, 10 8 1 ' 5, 12, 10, 8, 5VAN 15, 12, 10 8 SH 1 ' ' 5, 12, 10,8,5T 15, 12, 10, 8, 50 15EST 15CST 1806-SAM/PAB0 1401 5H-B PCS-040 5CST-B PCS-030 PSI 30 30 30 30 30 30 30 30 30 30 RADIUS 15, 12, 10, 8 15, 12, 10, 8 15, 12, 10, 8, 5 15, 12, 10, 8, 5 15, 12, 10, 8, 5 4 X 15 4x30 2 3 GPM 3.7, 2.6, 1.6, 1.6 2.0, 1.3, 0.8 0 8 0 1 2 ' . ' ·2 1 ·o· 1.0, o.5, o.5, o.13 . '0.7, 0.4, 0.4, 0.10 0.6 1.2 0.25 0.4 0.3 NOTES Body Style Install PCS . req , screens as Lilred to red Install on r· uce radius 1ser (S . · Detail F) ee Riser except f Install 12" as allows . when he ~op-up bodies of walks :n~ ~e ;ith in 10 feet turf areas U ur s and along only. Se~ p se bottom inlet op-up Detail o. Body Style Install PCS req , screens as u1red to red Install all shrub/uce radius. bubbl stream po ers on 1806-SAM ad~~~~r ~~i~es with PA-BO curbe s g all walks and v. ea p p-up Detail o I. SYSTEMS ARE: ~ .2 T' ,_ Dc:SIGNED FOR . lt~~IIRRl6ArlON p1 A A HINIMJM OF 30 TESHIMA ,IANIEAf'E ,DESIGN G~ . 9903 BUSINF.S.SP. ARCHITECTURE lJP PH, (858)693-8824 I\RK AVE. surrn 1(J() :0 PIANNING www,teshimude,. DIEGO ,..,. '"'"' sign.com F , \.4'I. :::,.a.:,1 AX: (858)693-1182 - ~ ' I Rotor r.. ~lozzle _ Quarter a Nozzle -Half .... -· i Rotor ! ' ---- I,, Nozzl 8 -Quarter - Q Nozzle -Half - Rotor . --- ' = N ozzle -Quarter Q No zzle -Half EB Nozzle . Full DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL IPSI ! - RADIUS ! ' I 30 15, 12, 10,8 30 15, 12, 10, 8 - 30 15, 12, 10, B 30 ' 15, 1::-, 10, 8 ' 30 15,12,10,8 30 I 4x 15 30 I 4 x 30 I I 29' 29' -. ·-~- 35j 30' 35 ! 30' 35 i 30' I - 1.03 -- 2.15 37 &>·1"1-lf DATE _J LA ~~~;~GEND FOR: LA COST~ONDOMINIUMS ' CALIFORNIA DATE INITIAL CITY APPROVAL I APPROVED J"LANNING I DWN BY: CHKD BY' RVWD s/ 1~1\ fu.18)..:;f -1 PROJECT C 1 02 NO, 28 TDG JOB NO· 01 . . -051.10 b·ll,i± I DATE I DRAWING NO. I 4224L DATE: 1-30-08 I fl 8 < l ~ 'i' ,, ~· ,,. f ! ·1. ! ,,' I 1::1 J;' " ·, I; jj I . ,·, IRRIGATION CONTROLLER 'A' CONTRACTOR SHALL INSTALL (1) HUNTER ICC-4800SS EXTERIOR WALL-MOUNT CONTROLLER IN STAINLESS STEEL ENCLOSURE. LOCATE CONTROLLER ON THE BACK WALL OF RECRETION BUILDING. FINAL LOCATION OF CONTROLLER SHALL BE AFPROVED BY AUTHORIZED OWNER REPRESENTATIVE PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE 120 VOLT ELECTRICAL SERVICE TO CONTROLLER PER MANUFACTURER RECOMMENDATIONS. IRRIGATION CONTROLLER 'B' CONTRACTOR SHALL INSTALL (1) HUNTER ICC-3600SS EXTERIOR WALL-MOUNT CONTROLLER IN STAINLESS STEEL ENCLOSURE. LOCATE CONTROLLER ON THE BACK WALL OF RECRETION BUILDING. FINAL LOCATION OF CONTROLLER SHALL BE AFPROVED BY AUTHORIZED OWNER REPRESENTATIVE PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE 120 VOLT ELECTRICAL SERVICE TO CONTROLLER PER MANUFACTURER RECOMMENDATIONS. BOOSTER PUMP FOR POINT OF CONNECTION 'B' ONLY PUMP SHALL BE LOCATED IN THE POOL EQUIPMENT AREA VERIFY FINAL LOCATION WITH OWNER. SEE IRRIGATION LEGEND AND DETAILS FOR PUMP TYPE AND SPECIFICATIONS. ' POINT OF CONNECTION 'A' INFORMATION Point of Connection 1-1/2" Irrigation Water Meter Meter Elevation 103 Static Pressure 93 psi Peak Flow 55 gpm Controller Type Hunter ICC-48008S Stations Available 48 Stations Used 48 Backflow Device 2" Febco 825Y Master Control Valve 1-1/2" Rain Bird PESB Series VALVES Ab, A~, 5tt HEST OF PEl AS SEE SHEET 3 FOR IRRIGATION LEGEND SEE SHEET 5, 6, AND 7 FOR DETAILS ------ 810 21 1" POINT OF CONNECTION '8' INFORMATION USING BOOSTER PUMP Point of Connection 1-1 /2" Irrigation Water Meter AS-BUILT IRRIGATION LEGEND EQUIPMENT LEGEND -------------~----~----,----------------·----------- SYMBOL r DESCRIPTION _I MANUF MODEL I SIZE i_ NOTES Meter Elevation Static Pressure 103 93 psi P.o.c Point of Connection (Water Meter) Reduced Pressure I I 1-1 /2" Apµro:<. where shown. ii aid verify. ~--+----------t---t------t-------1----------------; Water Metar Point of Connection Peak Flow Controller Type Stations Available Stations Used Backflow Device Master Control Valve Booster Pump 47 gpm Hunter ICC-36008S 36 31 2" Febco 825Y 1-1/2" Rain Bird PESB Series 10GA5-1.25 Backflow Preventer Remote Control Valve 'Quick Coupler Valve Master Control Valve lIJ , 1 Reduced Pressure Backflow Preventer Febco 825Y 2" If psi is found to exceed 80 psi, install 25-76 psi regulator downstream on backflow assembly. See Delail W-20. I ~-----+------------+----1------tc-----+----------------------i /-· i (fvlV) [ Master Control Valve Rain Bird PESB Serles 1-1/2" Install in ""Ive box per detail L. i----:---'~------------~---·l·--·----+------t-------j-----~------------ ' I f\ernote Control Valve I i 1 Rain Bird I PESB Series ! i I Hunter ICC-4800SS Size Par Plan Install in valve box par detail L. Booster Pump Assembly I c·~ Controller Exterior wall-rnount controller. Install in atainl13ss 1 s·leel encloaure. Install with WCS Fiain Guard 48-Stations Sensor. Final location of contrnller shall be selected by Owner. Install per manufacturer's specifications. Saa Detail M. BIi, f Bl:2 LOCATED ALON<S BROH DITCH 10 ft. SOUTH OF STOP SI.SN, 5ft. FROM BROW DITCH _l I I ......... I Controller Pull Box Ball Valve TESHIMA DESIGN GROUP u.NDSCAPE ARCHITECTURE _ u.ND PIANNING ml BUSINFSSPARK. AVF. SUITE 100 SAN DIF.GO, CA 92131 PH: (858)693-8824 www.lcshimadcsign.com FAX; (858)693-l l82 / 1/8/05 SP&MS 2/25/05 SP&MS 4/14/05 SP 10/15/10 A DATE INITIAL ENGINEER Of WORK I\ ~ : ~ I ' I 0 5' 20' I f_EJJ Controller 'fJJ . Quick Coupler ' r-, •'1 I Ball Valve I Pump NOT I Rain Sensor SHOWN 1 ' ; Electrical Connection Hunter ICC-3600SS Rain Bird 33DLRC KBI WLT-0000-T Barrett 1 OGA5-1.25 wcs I Rain Guard 3~Statlons 3/4" Line Size 1hp 120 Volt Exterior wall-mount controller. Install in stainless steel enclosure. Install with WCS Rain Guard Sensor. Final location of controller 3hall be selected by Owner. Install per manufacturer's specificatiorm. Gae Detail M. I Install in 1 O" Round Valve Bo:<. Brand lid with letters "QC". Sae Detail N. [ Install in ·j 0" round valva box per detail K. Model and siz8 as recornmendecl by rnanufacturnr. Pump shall supply a minimum of 50 gprn at 95 psi operating pressure. Pump Jn3ta!lation sfiall be per rnanufacturer1s speciiications. Barrett Engineered Pumps 619.232.7867. See Pump Specifications and detail. Mount per rnanufactuer's specifications in location selected by Owner. Plug or hard wira controller onto GFI electrical outlet. Location to be determined ) by Owner. ! NOT 1 -ti Install wr1ere required to prevent low head SHOWN Checl< Valve KB! KC-Series drainage. Install at every 4211 of elevation change for the Verdura wall drip system. ------c-------~-------~~-------! ' I Sch.40 1-i/2" U .. ! Prassurized Mninline I PVC ~'. ~s~l~;~ 315 .. :ize Per Plan I lnoiaH with 18" CO'ier. See Trenching Detail A. I~,,' Non-pressurized Lateral ~----~-VG ~ 1 ___ ?lass 200 Size Per Plan! Install with 12" __ cover. See Trenching Detail A. I Install only over browditch. See Detail J. Install I '1, I ~:~-~:::: Galvanized Mainline Pipe Size Per Plan! ·11ith wire sleeve. See Detail L ----~-------------1 -----·---------------! S' p Pl I Install only ovor browdltch in galvanized sleeve. ; ·-----·,j U\/R-Resistant Lateral :.:.::.-::.:-: I ' ' ' ' ' ' ' ' ' ' Sleeve ' ' ' ' ' PVC , Sch. 80 I PVC See Notes 126 er an See Detail H. Sleeve under improvements: Under Vehicle Paving install mainline, wiring and latf;lrals in separate PVC Sch. 80 sleeves with 30" cover. Und?r Pedestrian Paving in.stall mainline, wiring and latmals in separate PVC Sch. 40 sleeves with 1W cove(. 1 All sleeves shall be 2~"1/2" times line size. See i Sleeve Detail B. · · f------+-----------'-----'-----~---~-~·• ;-'---c" Controller Station ! ,i:)~·; Maxirnurn GPM , -·-i· Valve .Size I ~--~---------~-------------·---·--------------------~ NOTE: ALL SPRAY HEADS ARE TO BE EQUIPPED WITH BUILT-IN CHECK VALi/ES. ALL SPF!AY HEADS TO BE EQUIPPED WITH A PF!ESSURE COMPENSATING DEVICE. ALL HEADS ARE TO BE AD.JUSTED TO PROVIDE BEST COVERAGE TO THE LANDSCAPED AREA WITHOUT OVER SPRAY ONTO BUILDINGS, WALLS, WALKWAYS AND PAVING. ".1 BUILT " PLANTING ,-APPROVED FOR , /,, A r;j12/24 Tl~:!/~, V\ / I AND IRRIGATION ONLY. LA 145°92 EXP ,n/.~// INCLUDING PRECISE DATE I I 40' LOCATION OF PLANTING REVIE~ BY: SCALE: 1 "=20' AREAS. /fu lr -I::, l \ ..c>it G,. ,., . 1:± • INSPECTOR DATE f1\ (FIRST PLAN CHECK) REV. PER CITY COMMENTS I S~EET I CITY OF' CARLSBAD w 12 (SECOND PLAN CHECK) REV. PER CITY COMMENTS /3 (THIRD PLAN CHECK) REV. PER CITY COMMENTS PLANNING DEPARTMENT 9 CONSTRUCTION CHANGE. RV PARKING REPLACED WITH A PARK. MINOR PLNHING AND JRRr ·11nN REVI ,1nN _, E rn HARD--APE "HAN,-,E. Pl.ANT LEC::ENO RE 11<:JnN IRRIGATION PLAN AND EQUIPMENT LEGEND FOR: LA COST A CONDOMINIUMS LA COST A, CALIFORNIA I APPROVED ~~ &-~~A I <.o-1,-1+ PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:. REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT-02~28 4224L TDG JOB NO: 01-051.10 DATE: 1-30-08 . ' I ' " 'i ' ! I. "I i · t I :: i ' ' ' ' i ' i : I ' ' I I, ] : 1 · Ii l I i ' ' ' i ' I I I ' MAINLINE SPECIFICATIONS: CL. 315 FOR 2" OR MORE SCH. 40 FOR 1-1/2" OR LESS. NOTE: ALL PRESSURE MAINLINE UNDER VEHICLE PAVING SHALL BE BURIED TO A 30" MINIMUM DEPlli. NOTES: 1. Pipe shall ba snaked side to side in trench to allow expansion. CD FINISH GRADE @ CLEAN BACKFILL -90% COMPACTION REQUIRED· SEE SPECS 12" 18" 111111 :111111 ~--.:1=J 4 5 I :11111 ~-Jel+E=el,-----{ 6 :111-:f;;:~!:!'F.:t!fF.;J:~F.:lfu~~ = •• I Jll~I 1-1 II I l ,_. I ,Jl, I ,l 311 H @ NON-PRESSURE LATERAL LINE PER LEGEND ® PROVIDE 2" OF CLEAN SAND BELOW PRESSURE MAINLINE IF ROCK LARGER lliAN 2" IS PRESENT G) PRESSURE SUPPLY LINE PER LEGEND (f) 6" MIN. CLEARANCE FROM HARDSCAPE ( MAINLINE ONLY) @ DIRECT BURIAL, LOW VOLTAGE CONTROL WIRES -INSTALL BELOW PRESSURE SUPPLY LINE. BUNDLE AND TAPE WIRES AT 12' O.C. LOOP CONTROL WIRES AT ALL 90 DEGREE CHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT ALLOWED UNLESS APPROVED BY lliE OWNER ® @ @ TRENCHING NOTE: ---------- Contractor shall install additional anti-drain valves, as required, to prevent low head drainage Use bottom inlet only Use pop-ups on all heads within 3' of walks, I awn, or curbs 12" MIN. @ POP-UP SPRINKLER Willi BUILT-IN CHECK VALVE 5 (D INSTALL ROTOR AT ANGLE FOR MAX. THROW IF IRRIGATING SLOPES (g) FINISH GRADE OF SOIL OR MULCH WHERE OCCURS @ PAVING OR STRUCTURE @ ROTORS: @ 1/2" MARLEX STREET ELL• (MIPT X FIPT)(2) (j) 1 /2" SCH. 80 PVC THREADED 6" NIPPLE • @ 1 /2" MAR LEX STREET ELL (M IPT x FIPT) • @ PVC LATERAL LINE 12" FROM WALKS AND CURBS, AND STRUCTURES @ SCH. 40 PVC S XS X FIPT TEE OR ELL POP-UP ROTOR ~ (i) PRIMARY MAIN LINE. SEE PLAN FOR SIZE. ®SUB-MAIN-SIZE VARIES. SEE SCHEDULE BELOW MAINLINE SCHEDULE: 1-10 GPM 1" SCH. 40 11-tBGPM 1-1/4'SCH.40 19-25 GPM 1-1/2' SCH. 40 26-39 GPM 2" CL. 315 40-58 GPM 2-1/2' CL. 315 © TEE OR ELL Willi REDUCER BUSHING 0 BALL VALVE. SEE DETAIL. © CONTROL VALVE. SEE DETAIL. © QUICK COUPLER. SEE DETAIL. (j_) LATERAL LINE (CL. 200). SEE PLAN FOR SIZE. VALVE MANIFOLD INSTALLATION (TYPICAL) NOTTO SCALE 3 NOT TO SCALE NOTTO SCALE CD HARDSCAPE (TYPICAL) NOTES: " ,x: z ~~ z a. :, w • ...J 0(,) <f) -I ~ 1. All sleeves to be Sch.40 PVC ( Sch.80 under vehicle paving). 2. All sleeves shall be 2x the size of the pipe being carried. Min. sleeve size shall be 2". 3. Extend sleeves 12" beyond edge of hordscope on both ends. 4. During Installation tape closed ends of pipes until all laterals and wires have been run. • 2 NOTE: ALL PRESSURE MAINLINE UNDER VEHICLE PAVING SHALL BE BURIED TO A 30" MINIMUM DEPTH. G) LOW VOLTAGE WIRE, 3 MAX. G) OUTER CASE OF CONNECTOR G) INNER CASE OF CONNECTOR G) STRIP & TWIST WIRES FOR PROPER CONNETION @ COPPER SLEEVE CRIMP INSTALLED W/ RECOMMENDED TOOL NOTE: Fill inner case wi1h water proof sealer prior to final assembly. All wire routed between controller and remote control valve shall be a continuous run with no wire splices. Wire splices shall only occur at the remote control valve and controller pigtail ( ~ required ) @ SLEEVING NOTTO SCALE © WIRE CONNECTOR NOTTO SCALE ® 4 3 G) GEAR DRIVEN SHRUB ROTOR: NOZZLE SHOULD BE 12" ABOVE GRADE AT COMPLETION OF INSTALLATION ® 1/2"0 GALVANIZED STEEL PIPE OR #4 REBAR 30" LONG @ FINISHED GRADE G) CHECK VALVE (INSTALL ONLY IF HEAD ASSEMBLY DOES NOT INCLUDE CHECK VALVE) @ 18" PVC SCH. 60 RISER @ (2) CLAMPS WITH PLASTIC "ZIP TIES" OR STAINLESS STEEL HOSE CLAMPS 0 SUPPLY LINE TEE OR ELL @ SWING JOINT (2 MARLEX S x TELLS) SLOPE ROTOR / ROTOR ON RISER i TESHIMA DESIGN GROUP lANOSC.APB ARCHITECTURB I.AND PLANNING 9903 B~ARK. AVF. SUITE C SAN DIEGO, C'A. 92131 PH: (858)693-8824 www.teshimadesign.com PH: (858)693-1182 12 12"MIN. - ·1 um=1"-=-=m r -i71 ~1 1 :fl _.....---111 5 G) SHRUB OR BUBBLER HEAD © 1/2" SCH 80 PVC RISER © FINISH GRADE NOTE: © 8" FROM STRUCTURES 0 EDGE OF WALL, FENCE OR OlliER CONSTRUCTION © 1/2" X 1/2" FIPT X FIPT SCH 40 PVC ELL 0 1 /2" M ARLEX STREET f(M!PT X FIPT) © 1 /2" SCH. 80 PVC lliREAOIEIEER 0 1/2" MARLEX STREET ELL(MIPT X FIPT) @ PVC LATERAL LINE @ SCH. 40 PVC S XS X FIPT TEE OR ELL @ 12" FOR SHRUB SPRAYS 6" FOR SHRUB BUBBLER$ 1. Contractor shall install additional anti-drain valves, as required, to prevent low head drainage. 2. Use pop-ups on all heads within 1 0' of walks, lawn, or curbs. NOT TO SCALE ® SPRAY HEAD/ BUBBLER ON RISER NOTTO SCALE "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE L.A. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE 1 /8/05 SP&MS '1' (FIRST PLAN CHECK) REV PER QTY COMMENTS 2/25/05 SP&MS '" (SECOND PLAN CHECK) REV. PER CITY COMMENTS I S~ET I CITY OF CARLSBAD ~s 4/14/05 f,\ (THIRD PLAN CHECK) REV. PER CITY COMMENTS PLANNING DEPARTMENT ' SP '!1)51 ii ,Cl, ir?\ I :.0.1 C?iHF=-~ T N( ,11~--t::1: f • .. s. I• .l+,I\ . .. IRRIGATION DETAILS FOR: l~ LA COSTA CONDOMINIUMS LA COSTA, CALIFORNIA APPROVE[ -X✓• s---G-0.S- ASSISTANT PLANNING DIRECTOR DATE DWN BY: I PROJECT NO. I DRAWING NO. OATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT-02-28 4224L TDG JOB NO: 01-051.10 DATE: 11-08-04 / ",, 053105 CD Q) 12" (7}----. 5 ~--~---- 0 FINISHED GRADE (2:1 SLOPE). @ #3 BAR J-HOOK -18" LONG G) CLASS 200 PVC LATERAL (PURPLE COLOR) © BROWDITCH 4 6 (D UVR-RESIST ANT SCH. 80 PVC ® UVA-RESISTANT SCH. 80 ELL 0 GALVANIZED SLEEVE LATERAL CROSSING BROWDITCH 18" 0 FINISHED GRADE (2:1 SLOPE). @ #3 BAR J-HOOK -18" LONG @WIRE G) BROWDITCH 6 © UVR-RESISTANT SCH. 80 PVC ® UVA-RESISTANT SCH. 80 ELL (j) UVA-RESIST ANT SCH. 40 PVC ® UVA-RESISTANT SCH. 40 SLEEVE WIRE SLEEVE CROSSING BROWDITCH 18" 0 FINISHED GRADE (2:1 SLOPE). @ #3 BAR J-HOOK -18" LONG G) PVC MAINLINE (PURPLE COLOR) © BROWDITCH 5 4 © GALVANIZED MAINLINE PIPE ® GALVANIZED ELL (2) W/ 3" GALVANIZED NIPPLE (j) GALVANIZED NIPPLE -LENGTH AS REQUIRED. ® SCH. 80 SxT ADAPTER MAINLINE CROSSING BROWDITCH NOTTO SCALE NOTTO SCALE NOTTO SCALE 1. CLOSE-COUPLED CENTRIFUGAL PUMP, CAST IRON BRONZE FITTED. 2. NEMA 4X SIMPLEX CONTROL PANEL FOR AU TOMA TIC OPERATION. 3. BRONZE 1/4 TURN BALL VALVE 4. BRONZE NON-ADJUSTABLE FLOW SWITCH. 5. _l_ INCH TYPE "L" COPPER. 6. BRONZE UNION ADAPTER. 7. PRESSURE GAUGE, LIQUID DAMPENED. 8. MARINE GRADE ALUMINUM ENCLOSURE, HINGED TOP. 9. STRUCTURAL ALUMINUM BASEPLATE. 10. BRASS PIPE, DOUBLE WRAPPED WITH PVC PIPE WRAP 11. BRASS 90 DEG. ELBOW. 12. PVC SCHEDULE 80 MALE ADAPTER. 13. CONCRETE TIHRUST BLOCKS 1 CUBIC FEET MINIMUM. 14. _ _1_ INCH THICK CONCRETE PAD, ASTM C-94, ACI STD 318-83 MIX, 2500 PSI RATED 15. MAIN POWER CONDUIT. 16. IRRIGATION CONTROLLER SIGNAL CONDUIT. - NOTES: ~--. ' " 1. THERbNSflt 8~ NO FlTTINGS • · OR C N C ON BETWEEN THE METER AND BACKFLOW ASSEMBLY. 2. C~NSTRUCT t HIGH RST~NLN2 W LL ON ~-IDES Of. A K L W PRE\i£f i ~~N IN AL~~ N 4: 1 o RE~ ~ j )l.lE. •fyNo 3 C± ~J ,..... 3 ~~s~~-8P fv10~ 11H1bh1ti ~TA 4 ,, ,..., ~ ~ r-..:. tf ANC gE EN WAL~ 2' BACKFL W PRE\i£NTE . " ,_lf~n " MAX -~ ,, ~--® 3. ~o NST 1~6rALWH AREA UBJ CT FL ING. 12" MIN. 36" MAX. 2 2 ·• , ?=Iccc, 36" MAX. 1, ... ... , ... ,;h 11 Ml Ts'R 11 I • ' ; .. 11 _ l~ I .. I;;: . f • ,I @--l I ('--l __ .• I •' J.', '-• II , " . ' .. -L . .,,j· ... Li·~~----LJ .. ) I 3 7 3 . II I I // // PUBLIC PRIVATE CONSUMERS RESPONSIBILITY --C:::::::: _:-= ;: .,; iioiE i1~.nf~r&~do~~%~T TO ~flff tt ~E CALIFORNIA A0MINISTRA ebo~. ITEM DESCRIPTION spi:rZQWG ' 1 METER AND VALVE < BY DISTRICT ). 2 TYPE K HARD OR TYPE L HARD COPPER OR BRASS Rlcv.r.-. 9 3 COPPER OR BRASS 90" ELBOW ( SOLDER JOINTS OR TiiREADED FITTINGS l 4 COPPER OR BRASS NIPPLE. 5 BRASS UNION. I:> APPROVED 8ACKFLOW PREVENTER ASSEMBLY. 7 CONCRETE TIHRUST BLOCK 8 METER BOX BY DISTRICT l. BARRETT ENGINEERED PUMPS SIZE OWG NO. La Costa Condominiums 1v6100 SCALE SHEET PROJECT: LA COSTA CONDOMINIUMS SYSTEM DESIGN PARAMETERS October 7, 2004 ~ BEPGA5-1-2-2 50 GPi\l 95 PSI 2INCH System Modd Humber Svrtem Design Ffow Rate System De~PTJ PHnure Sy~ttro Pit in;;! Size 78 PSI 230VAC 1 PHASE 60HZ Mini:nm:i Suction Pre:,s1..m~ System Electricci Voltage Sy~tem Electric~ Pha:re .:nd. Frequency 10GA5-l.25 50 GP:\f 65 FEET Pumll I',,fodd. N\1mb[;f" Pumc C _,,.,a,.Jtv (G-PI'J) Purr.• Tot'll Head !Feet' 1 HP 3500 RPI\I 8MIPS $6,600.00 PumJJ Ho:rsf'l)ower Pun-.: RPM ~ stem Full Lo3d J,.n-,.pera!le Bucl..!et C□st Each FOB 2ob::i~ BOOSTER PUMP ASSEMBLY 1. 1 Simplex waler pressure ~er system as designed and fabrical.ed by Barrett Engineered Purrps, 619-232-7867. The sydem shall be a complfiely prefabricated .sy-sfe1n wifh pump, piping, electrieal and drwural elements. 1. 2 Pump shall be single dage end swion close coupled ceririfugal, ca& iron bronze fitted oondruction, equipped w'fh mechanical shaft seal, back pullout de.sign. Impeller dial/ be threaded directly to the end of the shaft. Pump .shaft shall be liainle.ss dee/ wfh no sleeve. Pump shall be directly coupled fo a C-face electric motor. 1.3 Electric motor dial/ be of the squirrel cage induction type sw'fable for fvll voltage liarting. Mdor shall be ODP lo aid in cooling. Eledric rrdor .shall be rated for cortinuo!.1-$ service. The motor shall have horse~ ratings such that the motor will car,y the maximum J)O$Sible load to be developed under the de.signed pumping conditions and net overload t/16 motor beyond the nameplate rating of the rrdor. Mdor shall have a 1.15 service factor. The motor shall conform fo the late:/ NEMA standards for rrdor de$ign and condruction. 1.4 Purr:p Control Panel wall have a NEMA 4X plain frort ll0/1-metal/ic enclosure wth padlock latches. Includes power and control re.sel:ab/e the/ma/ circuit breakers, heavy duty magnetic darter wi.h adjustable overload prciecfion, Hand-Off-Auto switch to select mode of operation, and heavy duty numbered termiflal drips for JXNver and control viiring lead terminations. 1.5 Metal oxide varistor protected pump dart relay(s) incorporated in panel to dart pump wth signal from each irrigation cortroller. 1.6 All system piping shall be type ''L" copper. All fttings shall be copper or brass, wth unions or flanges to allow for system dirassembly or major component removal. System shall incorporate an integral full pipe !ize l;ypass line 1Nith isolation valve to allow for pump removal and repair wthod distu,xing v,,a/er supply to system 1. 7 lro/ation valves shall be all brass quarler turn ball valves with hard ,;hrome ball on Jines 2' and less. Isolation valves shall be lug style butterl'Jy valves wih Buna-N ela-stomeric seats. ducWe iron ni,;kel waled disc, and -stainless dee/ stem \'ilh handle and 10 position galvanized memory plate on lines 2½" and greater. 1. 8 Gauges shall be 2½" diameter fa,;e, glycerin f,1/ed with dainless ca.sing and btass internals. 1.9 Flow actival.ed paddle dyle magneficaUy coupled flaw ,;;.vifch, .sensitive lo flows as kw as I fps, mounted on piping and interconnected to time delay relay to shc.i down pwrp on oo-flowcondiions, time delay relay adjwtable from Oto 5 minutes. 1. 10 Pump system shall be mounted on a dructural aluminum skid with mounting flanges on frori and back to allow for mounting of skid lo concrete pad Skid eqvipped \'ilh pipe supt;Orl on suction and discharge piping. All mis and bolts and washers to be heavy zinc coaled steel on skid and piping. Skid shall include mounting hardwere for integral aluminum eJ1Closure. REV. APPROVED DAfE CARLSBAD MUNICIPAL WATER DISTRICT _.,t;, L 6?..___:_. 6-04 2 INCH AND UNDER 0 TY ENGINEER DA'!( BACKFLOW INSTALLATION ST ANO ARO D'M). NO. W20 1. 1 The system ern:lowre shall be vandal and vvealher resistant, marine grade aluminum alloy 5052-H32 construction with rectangular punchou/s for viewing and heal dissipation. The eJ1Closure shall be low profile hinged top design with padlock provision. The ,;over shall be secured to the wncrete pad with stainless dee/ hard.,.1are. 1.2 Pump Assembly shall in,;Jude the fol/cr,.ving option(.,:): .:i .~IJ ferrous metals 611aN he pail'l!ed "Rec.'aiffl Pi,rple" eek,. OM IT----- 1. 3 The sewices of a factory representative or trained service professional shaU be made available on the job site to check installation and perform the sta,tup and instruct operating personnel A sta1tup report containing volage and amperage reeding.,, suction and discharge preswre readings, estimated flow condlions, and general operating characteristics shall be submitted to Iha Owner. 1.4 Four set., of operating and maintenance manuals shall be provided to the CM1ner after startup and shall irn:lude parts manuals for major ,;omponents, performance cuwe fo1 pump, general sequence of operation, and electrical schematic for ,;onfrol panel. TESHIMA DESIGN GROUP I.ANDOCAPB ARCHITECTURE LAND PLANNING 9903 BUSINFSSPARK. AVB. SUITE C SAN DIEGO, CA 92131 PH: (858)693-8824 www.teshimadesign.com PH: (858)693-1182 " APPROVED FOR PLANTING "AS-BUILT AND IRRIGATION ONLY. INCLUDING PRECISE L.A. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE 1/8/05 SP&MS /1 (FIRST PLAN CHECK) REV. PER CITY COMMENTS I S~ET I CITY OF CARLSBAD ~s 2/25/05 SP&MS 12 (SECONO PLAN CHECK) REV. PER CITY COMMENTS 9 4/14/05 SP /3 (THIRD PLAN CHECK) REV. PER CITY COMMENTS PLANNING DEPARTMENT o/1..,,f) " To..--'L c.u.1::~r "·"·e>e"" • I::.. ,. ·•~--, ,,.._ /RR/GA T/ON DETAILS AND PUMP SPECIF/CATIONS FOR: )C\ LA COSTA CONDOMINIUMS LA COST A, CALIFORNIA APPROVED ~ -" 11>\ S---{;-0$" ASSISTANT PLANNING DIRECTOR DATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION CT-02-28 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWO BY: 4224L TOG JOB NO: 01-051.10 DATE: 11-08-04 os31os l ® CD FINISHED GRADE ® PLASTIC VALVE BOX WITH BOLT DOWN COVER. USE STAINLESS STEEL BOLT NUT AND WASHER HEAT BRAND 'GI/' ONTO LID. @MAINLINE 2 3 0 BRICK SUPPORTS @112 C.F. 3/4" CRUSHED GRAVEL © BALL VALVE 0 LANDSCAPE FABRIC BALL VALVE NOTTO SCALE (!;:) ® CD FINISHED GRADE 1" BELOW VALVE BOX TOP IN TURF AREAS. 2" BELOW VALVE BOX IN SHRUB BEDS @ RECTANGULAR VALVE BOX. BOX TO BE PLACEDATRIGHTANGLETO HARDSCAPE EDGE. @ CONTROL VALVE, SEE LEGEND FOR SPEC 0 WATER PROOF WIRE CONNECTOR -PENTITE OR EQ. @ 18" WIRE LOOP (WRAPAROUND 1/2" DIA. PIPE TO FORM COIL) @ RECYCLED WATER TAG -CHRISTY'S OR EQUAL (f) PVC SCH 40 SLIPxFIPT ADAPTER, (2 REQUIRED) @ PVC LATTERAL LINE -PIPE PER SPECS. @ SCH. 80 UNION @ BRICK SUPPORTS @ 3" SCH. 80 NIPPLE TYP. (3 TOTAL) @) LANDSCAPE FABRIC @1/2 C.F.-CLEAN 3/4" GRAVEL @PVC MAINLINE PIPE FROM BACKFLOW PER SPECS. @ PVC SCH .40 ELLS (2) MASTER/REMOTE CONTROL VALVE ----{11 '----{12 '-----{13 QUICK COUPLER 9" DIA. PLASTIC VALVE BOX. INSTALL 2" ABOVE GRADE IN GROUNDCOVER FINISH GRADE PAVING OR STRUCTURE QUICK COUPLER WITH RUBBER CAP 5" DEPTH PEA GRAVEL INSTALL BOX LEVEL WITH 2 STANDARD BRICKS RED BRASS COUPLING RED BRASS RISER TESIDMA DESIGN GROUP I..ANDSCAPB ARClUTECTURE L\ND PIANNINO 91)()3 BUSINESfil>ARK AVF. SUJfE C SAN DIEGO. CA 92l31 PH: (858)693-8824 www.teshimadesign.com PH: (858)693-1182 NOTTO SCALE NOTTO SCALE DATE INITIAL ENGINEER OF WORK 0 2 7 r-3 CD CONTROLLER, EXTERIOR WALL MOUNT FASTEN TO WALL PER MANUFACTURERS RECOMMENDATIONS. SEE LEGEND FOR SPECIFICATIONS ® 120 VOLT POWER SUPPLY IN J-80X, BY OTHERS @ ELECTRICAL CONDUIT (1") 0 LOW VOLTAGE WIRE IN GREY PVC CONDUIT (2" DIA.) WIRE TO BE SLEEVED IN CONDUIT TO 18" BELOW GRADE. ANCHOR SEUREL Y TO WALL. @swEEPELL © LOW VOLTAGE WIRE TO REMOTE CONTROL VALVES (j) FINISHED GRADE NOTES: ON INTERIOR INSTALLATION ALL WALL PENETRATIONS SHALL BE CLEAN ANO SHALL BE RESEALED WATER TIGHT. WALL MOUNT CONTROLLER CD INSTALL SPRINKLER ANGLE FOR MAX. THROW IF IRRIGATING SLOPES @ FINISH GRADE OF SOIL OR MULCH WHERE OCCURS @PAVING OR STRUCTURE 0 SPRAY HEADS: 4" FROM WALKS AND CURBS 8" FROM STRUCTURES @ POP-UP SPRINKLER WITH BUILT-IN CHECK VALVE SCALE: N.T.S. 3 12" MIN. 5 ~ ® 1/2" MARLEX STREET ELL (MIPT X FIPT)(2) (f) 1 /2" SCH. 80 PVC THREADED 6" NIPPLE ® 1/2" MARLEX STREET ELL (MIPTx FIPT) @ PVC LATERAL LINE NOTE: 1. Contractor shall install additional anti-drain valves, as required, to prevent low head drainage 2. Use bottom inlet only 3. Use pop-ups on all heads within 10' of walks, lawn, or curbs. @ SCH. 40 PVC S XS X FIPT TEE OR ELL @ REVISION DE CRIPTION POP-UP SPRAY HEAD APPROVED FOR PLANTING IRRIGATION ONLY. ANO INCLUDING PRECISE LOCATION AREAS. OF PLANTING "AS-BUILT " L.A. __ _ EXP, ___ _ REVIEWED BY: INSPECTOR IRRIGATION DETAILS FOR: LA COSTA CONDOMINIUMS LA COSTA, CALIFORNIA NOTTO SCALE DATE DATE _AP_P_Ro_v_E '!?::i!!.~~~ffi. ______ .S---G-0-l ASSISTANT PLANNING DIRECTOR DATE OWN BY: I PROJECT NO. DRAWING NO. OATE INITIAL DATE INITIAL CH f---~---+--~---<icR-;!MKDD~~BYY~:.~;;;;=-~ CT-02-28 4224L OTI-lER APPROVAL CITY APPROVAL ,__ . TOG JOB NO: 01-051.10 DATE: 11-08-04 053105 575' SIG_l:!T DISTANCE l,JNE PER CIVIL DRAWINGS--, RETAINING WALLS PER CIVIL DWGS. !;>(~STING STREET TREE -TYPICAL TO BE SELECTIVELY REPLACE®--- • I I I I Wv-1-ii''lvv"f,I I,, v \, "v '1 'v ,;/ v' "v 'v V V <JVVV/V' V V V 'v V V \7 V ~ V -l,1 _,. ,,;-;~·,·"·· '··•· -~ \ I --·· ., .. A ., ti? ~"-l' ;:;(fe7-;f_✓,:: -i "/ / BLDG. 5 PROPERTY LINE I -_,_ ' --+· -G-------- I ,'••,;--•- ---j- --=·- - ',,-': ', ,,. \ . < \ .,,: ,, -·, . ' . c,,; . . ·//_ 1',/-\ / f ' ' ~ ' ,. - EXISTING STREET TREE TO BE REMOVED DUE TO SIGHT LINE CONFLICT -TYPICAL _.---DRAINAGE CHANNEL EASEMENT -SAN DIEGO FLOOD CONTROL R.O.W. PER CIVIL DRAWINGS Sll)E'WALK -PER CIVIL DWGS. oO '" ·W~~, - --"· ->:s:~. ' '·. '.--· . ·· ... \ . ,r, ,,a'',,_ ?-\'\J 'c. ,. ' -······ •.. p,_1'c. '0 . ~~\'\J ,.·•··· ·. ~ -------~ <:::_~-.. ~---=. :::;v.,,_•1·-_,_ -'.; :.:,-... .rr.r· i,) ---.. ·.J'.r ...... ~ ... .,:f!NJ./:?"<~ _(• ( ,,' ,,. -) :~½ ' '.f_;.,_ ',;,--~ --·-:.:~:-::~~:::~.: .. ~--==~"'- \,.> 0 --,, \' ---,. • ' iggo0 _...,,--%-·"'::_ , \ ·_.---··.'::_·- "~ ·.,· . ' ... ,. _, .. · --' ··- -., ' .. ~ \{ ,·,·. \ \:::;,•.·.·. --- . --·:r-_; -- ' ✓ / ,/ ' / ' ~,· ,' / '/!\ 4 :1 L. :11 I V V, V V '?·· 'V 'v·.V V V.\r V 'v 'y __ :y y. ' V ll / .,;/• POCKET PARK APPROX. 580 sq ft '--RETAINING WALLS PER CIVIL DWGS. -".-;..'. -_·:~-':' ·:-~ 'h' E~ r''"""f-'~l ... ~,~'f ---.-~ - TESHIMA DESIGN GROUP IANDSCAPB ARCHITECTURE 9903 BUSINESSPARK AVF. SUifB C L\ND PlANNJNG SAN DIEGO, CA 92131 PH: (858)693-8824 wwwJeshimadesign.com PH: (858)693-1182 1/8/05 SP&MS 2125/05 SP&MS 4/14/05 SP 1/30/08 10/15/10 9 15 II DATE ENGINEER OF WORK u 0 5' 20' 40' SCALE: 1 "=20' REVISION DESCRIPTION I I I I . -··). NOTES: I --SIGHT DISTANCE LINE -/ PER CIVIL DRAWINGS -, I ~I PRIVATE REAR YARD PATIOS ARE PER PRIVATE RECREATION SPACE REQUIREMENTS OF PROJECTS OF MORE THAN 10 DWELLING UNITS. f ~;;;~;;!~~;;~""F~;~:;:;;~;;;;~•~;;;;;;~;?·,-~ FACE SHALL BE COLORED SPLIT-FACE BLOCK OR EQUAL. ALL WA_LLS ) f. TO !:Jl\VE A DECORATIV. E CAP .WIT M N. 1" OVERHANG,S~'JlCN ) ~ Of>~E.CJrlC TX~OF'r~l-L ' ~LL<'M l ,~J;1-~J1~~~~~;~c~~~!!0'!R __ , SEE SHEET 9 FOR PLANTING LEGEND " APPROVED FOR PLANTING IRRIGATION ONLY. "AS-BUILT ANO INCLUDING PRECISE L.A ___ _ EXP. ___ _ DATE LOCATION AREAS. OF PLANTING REVIEWED BY: INSPECTOR LA COSTA, CALIFORNIA APPROVED ~.,.-k'. { 4, £::(l..,.-)t PLANNING DATE INITIAL DATE INITIAL OTHER APPROVAL CllY APPROVAL OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. CT-02-28 DATE ll-11-, ... DATE DRAWING NO. 4224L 12 310 PLANT LEGEND E F J K 0 M ~ INSTALL 3' HIGH WROUGHT AT TOP O IRON FENCE DETAIL o~s SL HOPE. SEE EET 10 / JACARAN DA ACUTIFOLIA JACARAN DA ACUTIFOLIA TR!STANIA CONFERTA JACARANDA JACARANDA SIZE NOTES/ M 3 BLDG. g =::::-:··~::::::: •: ' '-- ~=,:,:;:;,'$1 ;-r P~%~ ~~;dif4i/~['hr,i.-I'--C ~N-JJ:i{pr _c ~,., ,,~:,.\d U{}~r.,; ~ ~ f, IN. SPECS. DET. # --S't£%"1 GROUNDCOVER ,,,, •. ,,~,~,,,0"§-1) TRACHELOSPERMUM JA COMMON NAME SMINOIDES DET. 2, 4 SHT. 14 NIA DET. 2, 4 SHT , 14 --------------,[ SIZE/ SPACING NOTES DET. # FLATS @ 10" O.C. TRIANGU LAR SPACING DET. 5 SHT. 14 TRIANGU LAR SPACING DET. 6 SHT. 14 DET. 3 SHT. 14 DET. 6 SHT. 14 PROJECT NO CT 02 28 TOG JOB NO· 01 . -051.10 DATE DATE ll-I1.1- DATE - DRAWING NO 4224L . . --08 DATE· 1 30 12 310 _c: _S) ~ C> ('l . tt-) \ -L ·...J r I /, 1·. {'.. I I I I . , I ; :r-; '\,---,,.._~'\.-'\,-,_ .,..-...........,.._.,._,._,-a --,._---.. -~------~~ .., 'I,,--"'--::.... -~ --"!<--~~ ~ ,.._ .. ....... ~ -~-= ~- -~· NOTES: PRIVATE REAR YARD PATIOS ARE PER PRIVATE RECREATION SPACE REQUIREMENTS OF PROJECTS OF MORE THAN 10 DWELLING UNITS. ,r,,.-.,"",:,~""'_,,.-...r""".r~,,,,_,,_.,~,-,..,._-4"~.J""",~••,r'V~,,.,-.,,v,,.,,~~~-"'i SEE CIVIL DRAWINGS FOR ALL WALL TYPES AND HEIGHTS. WALL ) FACE SHALL BE COLORED SPLIT-FACE BLOCK OR EQUAL. ALL WALLS TO HAVE A DECORATIVE CA_p WIJH.A Mil'i.J.'.:. !)_V_ERHANG~ Cf'~E.ClflC TYPE..Of'o/~m?sl~L"tlb. - ~BB 510ltJ~JPEo1lV~l.f-e./'o --• -~<r:rue:~rf ftt\tlHJf51'jj():~croP::::v•---'"'---' RETAINING WALLS PER CIVIL DWGS. WALL FOUNTAIN, SEE ARCH. DWGS. --~-" ~ ~' ~./t-tl-llil~-' "'-'~ ·"'" I ~-tttr,,..._·-"'.._ j I ~~,r;;v:.v· v ~ I-:· vv-vv,Vv ~ -\----""-.-ii 'Y'CJ ~ -~. ~ .;:-..__"'",.,.;. ~ I I I I I I I I I r I I / i:) ' - DIEGAN COASTAL SAGE SCRUB MIX I ) . 4 J!l,f/~Nr ,-~ WHERE SLOPE IS DISTURBED / ALL EXISTING COASTAL SAGE ,' . ~~ /,,/ SCRUB SHALL BE SAVED ,I Species Artemisia californica Baccharis p1lularis Encelia caltfornica Pure Live Seed Lbs/ Acre 0.1 0.1 1.0 1.0 0.5 0.1 0.5 1.0 0.5 2.5 1.5 5.0 3.0 1.0 1.5 6.0 2.0 27.3 ~t;~i i / / IJ h~ ~ ~-,, ~ f _f ~ m '-, ,I 0 • ~~% rr1 , \_ ;' , -r ~~' c" ,• • I -~£: ,1 fP,~~r;,.Y'j--L;..[L~•~-~u :.r_, .J,;' "'", ~~-',,' • ,~ti [NG \, ______ _;' -s-;. r 1 r ; -,,,. , , !E~tf))~ t_ --) -------- <, ,.x..r _r~ _r...-:'f: _r .10 I~$ \\. 'I,,'.,.~ LU~~ ??•f,½t~ ,J'r _,J.JJ ,., m_J \ ~~-:r ,,_ '1/'.r _r_ ~ ~ j}jj 1/ 1-s 1-' J/ )/-'>i-l/'>i-' I c' o-'rJ1 11~~;P I ~~~J:j~~ \"' c'~ .'lA\--'Ji-¥-~: ,, \. l of fence post l of fence post -,j<-------+i'-------.1~---<>'·0' to~ next post---- 3 2 4 Eriogonum fasciculatum fasciculatum Eriophyllum confertiflorum Gnaphalium bicolor Hemizonia fasciculata Isucoma menziesii Lasthenia californica Lotus scoparius Malosma laurina Nassella pulchra Rhus integnfolia Salvia apiana Salvia mellifera Vulpia microstachys Yucca whipplei AVAILABLE: S&S Seeds, Inc. P.O. Box 1275 Carpinteria, CA 93014-1275 (805) 684-0436 (805) 684-2798 fax (D 1-1/2" x 1-1/2" TUBULAR STEEL TOP AND BOTTOM RAILS. @ 4" SQUARE TUBULAR STEEL CONER AND TERMINAL POSTS WITH CAPS. @ 3/8" SQUARE PICKETS @ 4" 0.C. @ FINISHED GRADE @ CONCRETE FOOTING· SLOPE TDP 1% FOR DRAINAGE. 12" x 18" DEEP FOR LINE POSTS. 1/8/05 2/25/05 4/14/05 1/30/08 @ 2" SQUARE TUBULAR STEEL LINE POSTS WITH SQUARE CAPS. 10/15/10 TESIDMA DESIGN GROUP IANDSCAPB ARCHITECTURE 9903 BUSINFSSPARK AVR SUITE C I.AND Pl.ANNINO SAN DIEGO, CA 92131 ' '·'-,,, ·-'\.. ', ' 6 5 5 ELEVATION NOTES: ALL METAL SHALL RECEIVE TWO (2) COATS OF "RUSTOLEUM" FLAT BLACK PRIMER FACTORY APPLIED. I I DATE PLANT LEGEND BOTANICAL NAME COMMON NAME QUAN. SIZE 36" BOX NOTES/ MIN. SPECS. LOW BRANCHING 10' HT, x 7' SPR DET. # DET. 2, 4 SHT. 14 METROSIDEROS EXCELSA N, z. CHRISTMAS TREE ,✓ 42 36" BOX STANDARDS DET. 2, 4 SHT. 14 ~ 0 "'' --4V' 12' HT. x 6' SPREAD ( ., ~-,.,,,,~,.,,,,....,,...,..,..,,,,,.,,,,.°'W"" ...,...'½r"'v'"',.,..~""'~~-__,,, r,.,..--~ "14'-"'-v-v=v~~,.r V"'r~"'r½r'""r"" '1',,,, w ~ GEIJERA PARVIFLORA AUSTRALIAN WILLOW 15 24" BOX STANDARDS DET. 2, 4 SHT. 14 {, .,.---._, , , 10' HT. x 4' SPREAD / ~.,.,.~---~"'-"'-.... '""""',,.;1-"',.,,,.""'~'·-~~~.r_..,,,,..,...,½.,°""""'"'""" ... J"'~~~-~"""'~~~"'o/~r,,,,r,,,_,,...,_,.,_.,,.'s....,.p.,,~ .-.,*-."'~· D F E TIPUANA TIPU TIPU TREE 20 24" BOX STANDARDS DET. 2, 4 SHT. 14 11' HT. x 4' SPREAD JACARANDA ACUTIFOLIA JACARANDA 3 4811 BOX MULTI-TRUNK DET. 2, 4 SHT. 14 14' HT. x 10' SPREAD JACARANDA ACUTIFOLIA JACARANDA /,(s ,.4,•-~)j 24" BOX MULTI-TRUNK DET, 2, 4 SHT. 14 f&_J-_ 7' HT. x 5' SPREAD G TRISTANIA CONFERTA BRISBANE BOX 32 24" BOX STANDARDS DET. 2, 4 SHT. 14 0 ,._,,-., 12' HT. x 5' SPREAD (lARBUTUS 'MARINA' . STRAWBERRY TREE. !&){~~') 15 GAL. STANDARDS , . DET. 2, 4 SHT. 14 ' K J M 'v'v'v'v'v'v 'v V 'v V 'v 11111111111111 ,._';_) 6' HT. X 3' SPREAD s '/)\ i QUERCUS AGRIFOLIA COAST LIVE OAK 8 24" BOX STANDARDS DET. 2, 4 SHT. 14 10' HT. x 4' SPREAD _,..,,..;i"',,A~...,ft.,.__,,,,.,,...,...~~"',....,..,..,.,.".,,..,_,,._~,..,;P'¼.,.'-~"-"¾"""',#'-"l ' . . ' ' '' STRELITZIA NICOLAI GIANT BIRD OF PARADISE 15 j~~~x"-~;-',;-'5'.5;p_~:o-•~•,-•-D~:l,-~H;.";4·' ~~ ' 1°-#"' ~¾#""' _.,,,.-,,,.-,, .r-.." "'~_,,,,,.-.,,,,-. .,.-..,,'"V~.I""".,i-""_-r""'-,,;,"-,_,•-_,~.,.•Mv~"-'¾.J'·-~,,,.,,,_.~~-,,""",,.~.._,,..,~ .• /"'.r-. ,...•·+.,,.-··•;" ¾,,· ""-"'~-~-~•,,_ 1 QUERCUS AGRIFOLIA COAST LIVE OAK 29 15 GAL. MULTI-TRUNK DET. 2, 4 SHT. 14 : > 6' HT. X 3' SPREAD '"~,~~ J'¾.,., ~ "-'~-y,_;•-·"'_,,._"'--"'"',,.J'~ --~~-~ ,,-Jt .• t'~"'-·,r"' ,,+._ .#~"'-"'""_.p,,;_..,t<,,-,.,,/'I'-,_ """'"' .. -... ,..~ .. ,..-._,,.. ,,.,,..... ~-"-'"'----"""""""~.,.," EXISTING TREES PROTECT IN PLACE TREE TO REMAIN TREE TO BE REMOVED GROUNDCOVER COMMON NAME TRACHELOSPERMUM JASMINOIDES STAR JASMINE GAZANIA 'BRONZE RED' GAZANIA HEMEROCALLIS 'ADAH' DAYULY MYOPORUM 'PINK' MYOPORUM BOUGAINVILLEA 'ROSEN KA'/ MYOPORUM 'PUTAH CREEK' LANTANA MONTEVIDENSIS BOUGAINVILLEA MYOPORUM PURPLE LANTANA SIZE/ SPACING Fl.ATS@ 10" O.C. FLATS @ 10" 0,C. 1 GAL @ 18" O.C. FLA TS @ 8" O.C. 1 GAL @ 36" O.C. FLATS @ 18" 0.C. FLATS @ 18" O.C. NOTES TRIANGULAR SPACING TRIANGULAR SPACING AVAIL. GREENWOOD DAYLIL!ES / TRIANGULAR SPACING TRIANGULAR SPACING DET. # DET. 6 SHT. 14 DET. 6 SHT. 14 DET. 3 SHT. 14 DET. 6 SHT. 14 BUSH FORM / TRIANGULAR SPACING DET. 3 SHT. 14 TO FILL-IN AROUND BOUGAINVILLEAS DET. 6 SHT. 14 TRIANGULAR SPACING DET, 6 SHT. 14 A ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ LANTANA 'SPREADING YELLOW' YELLOW LANTANA FLATS @ 18" 0.C. TRIANGULAR SPACING DET. 6 SHT. 14 > Lm.,_ ◊◊◊◊ " ~ _-,,,,.,,.,...A.~ 1":,..,·"'½,,J ~¾~,.r,...,,,.-,--..--~"""''¾_,.;<"-~~""""""~"""""-"'-'""""-.J'"'~_,..fo,,,_,;,,,.,,,,r-,,,.,r,,.,,." ~~,'\e,,..A,_...-,,_ ... _.;"',,_,,;>a~.~;,,""''>-~"',,.,.,,., _,?',,,,,;-~,Ff'<¾-.,Jh,-.?".,.,,,"' ""',.,,_-""'-.,,...,,v¾, ,,.,;,~,\-"··--..-,.,,1 "'' 11 g0 agg,,oggogg0 agg a00oo00oa000°"aa0 ggf;;!fgf!;;!i;;J AGAPANTHUS 'QUEEN ANNE' -BLUE BEGONIA SEMPERFLORENS - RED LEAF/ RED BLOOM DWF. LILY OF THE NILE BEDDING BEGONIA 1 GAL @ 12" O.C. RECTANGULAR SPACING DET. 3 SHT. 14 4" POT@ 8" O.C. TRIANGULAR SPACING DET. 3 SHT. 14 1: :m:rntt:::p HEDERA HELIX 'NEEDLEPOI.NT' NEEDLEPOINT IVY . FLATS@ 12" o.c. TRIANGULAR SPACING DET. 6 SHT, 14 ( ~~;" J-.-::~:::::~:~s~--.--.~,:::::::::··~:::::cv~-:;c:~::~:::::·--"•':T~-~"::. 14 j ) / SP&MS SP&MS SP & ~ INITIAL REINFORCED STRAW MATS CEANOTHUS 'YANKEE POINT' ARTEMISIA CALIFORNICA MUHLENBERGIA RIGENS ENCELIA CAL!FORNICA REINFORCED STRAW MATS CEANOTHUS FLATS @ 24" O,C. CALIFORNIA SAGEBUSH FLATS @ 24" 0.C. DEERGRASS FLATS@ 24" O.C. CALIFORNIA ENCELIA FLATS@ 24" O.C. SC 150 AS MANUF. BY NORTH AMERICAN GREEN 1·888-473-1965 OR CilY APPROVED EQUAL. INSTALL PER MANUF. SPECIFICATIONS RECTANGULAR SPACING 30%, RECTANGULAR SPACING 30%, RECTANGULAR SPACING 40%, RECTANGULAR SPACING SC 150 AS MANUF. BY NORTH AMERICAN GREEN 1-888-473·1965 OR CilY APPROVED EQUAL. INSTALL PER ,t l i DET, 3 SHT, 14 , DET. 3 SHT, 14 DET. 3 SHT. 14 DET. 3 SHT. 14 MANUF. SPECIFICATIONS ,.,_1"-,.~_,,,;"',._~.-~_,,. ... ~A-·•,-,,~~--'"'-. .,;,t, .• ,."'~'---"""· .?I-ii'>.;~#;.> c::!::;_~ C::.,,,il,.~£1-:::?c~,::?c,O,b-6=.·.:l.0 ___ .&-,_f'...."".,::t.."'"~ .... -....;":1'-,_~ .. ¼-.,.cJi.. ... ~--~, ~ .. ~ ,£:s .. d::::,..~~~,.~ .,A,-,.""1-~P-.... ·'>~·'.,__,,,,...,,._. "AS-BUILT " APPROVED FOR PLANTING \ AND IRRIGATION ONLY. u I I INCLUDING PRECISE L.A. EXP. DATE ~ 0 5' 20' 40' LOCATION OF PLANTING REVIEWED BY: SCALE: 1 "=20' AREAS. INSPECTOR DATE If (FIRST PLAN CHECK) REV. PER CllY COMMENTS ~ 1, (SECOND PLAN CHECK) REV. PER CllY COMMENTS CITY OF CARLSBAD ' ~s '3 (THIRD PLAN CHECK) REV PER CllY COMMENTS 0 PLANNING DEPARTMENT CONSTRUCTION CHANGE. REVISED QUANTITIES. TREE AND GROUNDCOVER PLAN FOR: ~ CONSTRUCTION CHANGE. RV PARl<JNG REPLACED WITH A PARK. MINOR PLANTING AND ll-11-1<> ""' IRRIGATION REVISION DUS:: Tn HARDSCAPE CH4NGS: Pl.ANT LEGEND R~ 'I .1nN LA COSTA CONDOMINIUMS To-r,:,<>J_ ~»c.~, Nli'\,\P-.e,. r,· · . . le• 4-11 ..... LA COSTA, CALIFORNIA • • -APPROVED (t--.k-lf -~l-4,t ll-11-v::> PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PH: (858)693-8824 www.teshimadesign.com PH: (858)693-1182 ''"' ' ,, WROUGHT IRON FENCE AT PARK NOT TO SCALE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: I CT-02-28 I 4224L ~~ ·-"""'-~---......~"-'""-~-.J" .......... ~-_,,_,,.. _ _,/''>,__,,.-••1c.,,,,t'\~J'\-..,l'\.~---'"~~#"'"_.,r,_,,,,,._ •. ,,,,.._.,,;l¾..c,1, ..... ,,..~ .-. ....,... __ ,.,.,._~ '" ,,,,r-,..,,....,,.,,..._..,,...._ ,ro,~ 12 310 - -...J N N ' RETAINING WALLS PER CIVIL DWGS. PLANT VINES AT BASE OF WAL½ /2 ·• ,, __ ,_,·, II' > _,,,, I I I I I I I I I I I '"_,- 11 ,, __ ,✓.-~::;; :,.;,; 'l~rH 11~p:,e~lcl BLDG. 5 '* I i* 1~-~~ I I { I I 0®@C,;\ I', ~ Ci:9~ \~ l _ _,,-------------.: A,-~ ,_r/ _,-"""'.,~,,..,_,.:j PROPERTY LINE .. r· .-•-· ..,:L& - 575' S!GljT DISTANCE l,JN E PER CIVIL DRAWINGS-, -,·, ---,----\ -' ----- . \ -•'( ~--~~:::r---\: ~.;~~:d/:.::~ }, ,, > ... ----I - - ---DRAINAGE CHANNEL EASEMENT -SAN DIEGO FLOOD CONTROL ---~~:"~-~-rs.~-.· -~ ---\-. ---·_-·ye~·,\:::-.--:---:· y -- - R.O.W. PER. CIVIL DRAWINGS ----- SID!l;'NALK -PER CIVIL DWGS. - PRIVATE REAR YARD PATIO -TYPICAL ~ .r.,.,,- ' ,•'\'"° \' 'fi. ' ,-t,t", . . . ' -:Y --- ~ ~·· 9 9 g 9 9 9 9 '-----RETAINING WALLS PER CIVIL DWGS. POCKET PARK APPROX. 580 sq ft 0 5' 2 7 7 7 20' 40' ..-!!!!I!?.;;;~ ;..., .... , SCALE: 1 "=20' I ' . I : I :,,v. "I I ./ I I I ) I ./ -7 --I ~I I SIGHT DISTANCE LINE PER CIVIL DRAWINGS ... y···' ,' . . .. / . . . ' NOTES: PRIVATE REAR YARD PATIOS ARE PER PRIVATE RECREATION SPACE REQUIREMENTS OF PROJECTS OF MORE THAN 10 DWELLING UNITS. ,0"",r-,,,-t'~-~~~·-~~--,.~,_,,,,,,,_,~,,,,. ~,'~.,w"-'v'-"c,....,,._·~""-,,.' '¼'"""'~,' ,.,,1--,,,.,-.,,., -~ .. .,,,. ·,,,,,_ ~. ",;# "" > SEE CIVIL DRAWINGS FOR ALL WALL TYPES AND HEIGHTS. WALL i C FACE SHALL BE COLORED SPLIT-FACE BLOCK OR EQUAL .. A. LL WALLS { ( TO HAVE A DECORATIVE CAP WIT.HA MIN .. 1" OVERHANG.3.E'Lf ~.. ·. ·. A c ~A~c1F1c nm op ll'v\LLl'>Y'ir~Lstt-ID. 'N4sU.. ..... ~ --iOl4-~ee, e,, ~J'i!:-t'-SHP PNO '5fi4,LL_~ tmc _ ""~-<111E:~·<Ur1·ftNm1N3~~ro~-~.,.J ... ,,.,~--·-'·~·--·,, SEE SHEET 12 FOR PLANTING LEGEND " APPROVED FOR PLANTING IRRIGATION ONLY. "AS-BUILT AND INCLUDING PRECISE LOCATION AREAS. OF PLANTING EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE 1/8/05 2/25/05 SP&MS (SECOND PLAN CHECK) REV. PER CllY COMMENTS LIT] 1 CITY OF CARLSBAD k<, ' .{J-"~' -· ·in~::' ,. ' TESHIMA DESIGN GROUP IANDSCAPE ARCHITECTURE IAND PIANNING 9903 BU~ARK AVF. SUl1B C SAN DIEGO, CA 92131 PH: (858)693-8824 www.teshimadesign.com PH: (858)693-1182 4/14/05 1/30/08 10/15/10 JS I I DATE SP INITIAL El'!GINEER OF WORK 3 (THIRD PLAN CHECK) REY, PER CllY COMMENTS CONS IRRI~ 0 REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL PLANNING DEPARTMENT SHRUB PLAN FOR: 1·1"1-~0 11-1.-LA COSTA CONDOMINIUMS IQ-1~-,, I\ LA COSTA, CALIFORNIA APPROVED rt.,, , f::.1.l...,,\-/1-11,~ PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CllY APPROVAL RVWD BY: CT-02-28 4224L TDG JOB NO: 01-051.10 DATE: 1 -30-08 12 310 .--~ -~ 0 c--l ,n \ -J: -.I r PLANT LEGEND 0 ® SHRUBS/ VINES COMMON NAME QUAN. SIZE STRELITZIA REGINAE BIRD Of PARADISE f~~ 5 GAL. LAURUS NOBILIS -COLUMNS BAY LAUREL ~ r :.~~-j 15 GAL. GJ PHORMIUM 'SURFER' HYBRID NEW ZEALAND FLAX 149 5 GAL. © NANDINA 'GULF STREAM' DWF, HEAVENLY BAMBOO (74;~ 5 GAL @ PHORMIUM 'BRDNZE BABY' HYBRID NEW ZEALAND FLAX 1 88 j 5 GAL. @ PHORMIUM 'COOKIANUM' HYBRID NEW ZEALAND FLAX -96· 5 GAL. .. .,...-. <z) RAPHIOLEP!S 'JACK EVANS' INDIA HAWTHORN ~ 339 5 GAL 0 PHORMIUM TENAX 'ATROPURPUREA' NEW ZEALAND FLAX 202 5 GAL. 0 LEPTOSPERMUM 'RUBY GLOW' TEA BUSH 147 5 GAL @) GREVILLEA NOELL!! GREVILLEA • '·:ja".A 5 GAL. fi,\ ALYOGYNE HUEGELII BLUE HIBISCUS <!.e""-__,, J~:,, 5 GAL NOTES DET. # FULL CANS, HEALTHY DET. 3 SHT. 14 FULL CANS, HEALTHY DET. 3 SHT. 14 FULL CANS, HEALTHY DET. 3 SHT. 14 FULL CANS, HEALTHY DET. 3 SHT. 14 FULL CANS, HEALTHY DET. 3 SHT. 14 FULL CANS, HEALTHY DET. 3 SHT. 14 FULL CANS, HEALTHY DET. 3 SHT. 14 FULL CANS, HEALTHY DET. 3 SHT. 14 FULL CANS, HEALTHY DET. 3 SHT. 14 FULL CANS, HEALTHY DET. 3 SHT, 14 FULL CANS, HEALTHY DET. 3 SHT, 14 @ ~ DIETES VEGETA FORTNIGHT LILY •r;-;~\ 5 GAL @ AGAPANTHUS 'STORM CLOUD' LILY OF THE NILE ~ '71i·J 5 GAL. FULL CANS, HEALTHY DET. 3 SHT, 14 FULL CANS, HEALTHY DET. 3 SHT. 14 ECHIUM FASTUOSUM PRIDE Of MADIERA 120 5 GAL FULL CANS, COMPACT DET. 3 SHT. 14 . STRELITZIA NICOLAI GIANT BIRD OF PARADISE ( 69 15 GAL FULL CANS, HEALTHY DET. 3 SHT, 14 (@ r~~~~~~,~~_p-~c.,~,~~r~~~~~.rv-178 __ ~~~~~~~~L~~•~U•~-~~~;-;~~~~; 0 HETEROMELES ARBUTIFOLIA TOYON 172 1 GAL. FULL CANS, HEALTHY DET. 3 SHT. 14 :f ~_,p..-,P,,.,.J'\~~ .. .,,..,~-"'~~,J¾,,.ft~~ ~~,.,,,,..;<,f'~~~..,,,,,..~~-J~,J>,~ .. ~~~~-" FI .. us PUMILA CREEPING FIG \.~: 1 GAL FULL TO TOP OF STAKE DET. 1 SHT. 14 / / ~ ~\ !· ~~ / j: \_ _:;;4c'....,. ---~ ------ / / / PROPERTY LINE '-----LIMITS OF REMEDIAL GRADING PER CIVIL DWGS. , TYP. _$-~~s.--=-----'=~--~ ,,✓ ', /~---------------------------- "" // EXISTING SLOPE PLANTING TO REMAIN. PROPERTY LINE ---~---- ', / PER LANDSCAPE MANUAL FILL IN ALL BARE "" // ',, ,_\_., / AREAS W/ NEW SLOPE REVEGETATION FOR "-, .-/ EROSION CONTROL, TYP. ' / ' / "" / f---'v" TESHIMA DESIGN GROUP L\NDSCAPE ARCHITF.CTURE IAND PIANNING 9903 BUSINFSSPARK AVF. SUITE C SAN DIEGO, CA 92131 PH: (858)693-8824 www.teshimadesign.com PH: (858)693-1182 / 1/8/05 SP&MS 2/25/05 SP&MS 4/14/05 SP 1/30/08 7.\ 10/15/10 a "I /I°" I I /C\. , DATE INITIAL ENGINEER OF WORK '-~1. '/ ""' -~ 90 '------CONC. BROW DITCH PER CIVIL DWGS. NOTES: WHERE SLOPE IS DISTURBED ALL EXISTING COASTAL SAGE SCRUB SHALL BE SAVED " "AS-BUILT APPROVED FOR PLANTING I'\ AND IRRIGATION ONLY. u I I ~ INCLUDING PRECISE L.A. EXP. DATE 0 5' 20' 40' LOCATION OF PLANTING REVIEWED BY: SCALE: 1 "=20' AREAS. INSPECTOR DATE 111\ (FIRST PLAN CHECK) REV. PER CITY COMMENTS uI] 12\ (SECOND PLAN CHECK) REV. PER CITY COMMENTS CITY OF CARLSBAD s~ ,1' (THIRD PLAN CHECK) REV. PER CITY COMMENTS 2 PLANNING DEPARTMENT 1• 1'1 CONSTRUCTION CHANGE. REVISED QUANTITIES. CONSTRUCTION CHANGE. RV PARKING REPLACED WITH A PARK. MINOR PLANTING AND 11-1'11~ SHRUB PLAN FOR: ~ IRRIGATION REVISION DUE TO HARDSCAPE CHANGE. PU\NT LEGEND R0 ISKJN. ,,~ LA COST A CONDOMINIUMS TOTAL E'ttee T IIIUM?:>EP-CtW-tae. .,, L.1-11 lldt. LA COSTA, CALIFORNIA APPROVED ,f, r ..-, ~.1J . .,, ¥c l-t,,-: j \), 1'1• JO PLANNING ' DATE . DWN BY: I I PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL Crff APPROVAL RVWD BY: CT-02-28 4224L TDG ,JOR NO: 01-0'i1 10 flATF: 1-sO-Ofl 12 310 0 ' -n I It /· L. I I ( I : r I I I )/ ,~~"k't ,, ,, ,_, '. ·'· ·.---SIGHT DISTANCE LINE PER CIVIL DRAWINGS '"<<·J ~-SIDEWALK -PER (:!VIL DWGS. ~-·', EXER. ROOM rr''' POOL I I ~-R.O.W. PER CIVIL DRAWINGS ~ WALL FOUNTAIN, SEE ARCH. DWGS. '---CONC. BROW DITCH PER CIVIL DWGS. , TYP. 1 GALLON VINES PLANTED ON FRONT SIDE OF WALL (SHOWN ON BACK SIDE FOR CLARITY ONLY) RETAINING WALLS PER CIVIL DWGS. WHERE SLOPE IS DISTURBED ALL EXISTING COASTAL SAGE SCRUB SHALL BE SAVED --------/----------- PROPERTY LINE NOTES: _j I I I I I I I I I ~ I I I I I I PRIVATE REAR YARD PATIOS ARE PER PRIVATE RECREATION SPACE REQUIREMENTS OF PROJECTS OF MORE THAN 10 DWELLING UNITS. ~-....--"'v,-'V''"~~.r"~"'~-V-"'V"·'";,,""""',,.,~--.,,-~-.,,,..,.,-,-,.,,,,-,..,.,;-*;"",.,~-.. ~,;,,.~,_--~,,,...,,,.-~ I I SEE CIVIL DRAWINGS FOR ALL WALL TYPES AND HEIGHTS. WALL FACE SHALL BE COLORED SPLIT-FACE BLOCK OR EQUAL ALL WALLS TO HAVE A Df<CORATIVE_CAJl_ WJTH A MIN. 1" OVERHANG.~l...E.C-<ti A_ ( OF sff!CI F C T)Pf!. OF\/,~ MA.re~_ --~t'tiO WALL CA ~ SIW.. L-re...BY~~~_stjJE_~Q_~eB_ ~ ~ ·--'~'nfE"(!l-(y'~}ft~fa(:"'~':"--~,., I I I I ~ I I I I I ~I I I I I I I I /L_____PROPERTY LINE PLANT LEGEND SHRUBS/ VINES COMMON NAME ,--~~~ SIZE NOTES DET. # DET. 3 SHT. 14 DET. 3 SHT. 14 0 STREL!TZIA REGINAE BIRD OF PARADISE 'fi. ( r 2-06 1 5 GAL. FULL CANS, HEALTHY (y LAURUS NOBILIS • COLUMNS BAY LAUREL ~..--,, 124 j 15 GAL. FULL CANS, HEALTHY @ PHORMIUM 'SURFER' HYBRID NEW ZEALAND FLAX :-I~, i 5 GAL. FULL CANS, HEALTHY DET. 3 SHT. 14 DET. 3 SHT. 14 @ NANDINA 'GULF STREAM' DWF. HEAVENLY BAMBOO f 340 } 5 GAL. FULL CANS, HEALTHY @ PHORMIUM 'BRONZE BABY' HYBRID NEW ZEALAND FLAX ~ , . 88 ? 5 GAL. FULL CANS, HEALTHY DET. 3 SHT. 14 DET. 3 SHT. 14 ® ,,,,,_,,,,,._,/ 6 PHORMIUM 'COOKIANUM' HYBRID NEW ZEALAND FLAX 96 5 GAL. FULL CANS, HEALTHY {J) RAPH!OLEPIS 'JACK EVANS' INDIA HAWTHORN 'fi. i r•339~ 5 GAL. FULL CANS, HEALTHY 0 PHORMIUM TENAX 'ATROPURPUREA' NEW ZEALAND FLAX ( 202 ~ 5 GAL. FULL CANS, HEALTHY DET. 3 SHT. 14 DET. 3 SHT. 14 DET. 3 SHT. 14 0 LEPTOSPERMUM 'RUBY GLOW' TEA BUSH A lf-.:.~~ \ 5 GAL. FULL CANS, HEALTHY @ GREVILLEA NOELLII GREVILLEA ~(-<:1.hSS-' l 55 GGAALL.. FULL CANS, HEALTHY DET. 3 SHT. 14 DET. 3 SHT. 14 @ ALYOGYNE HUEGEL![ BLUE HIBISCUS Lfill FULL CANS, HEALTHY .,,,.,,.,,,,,. ...... @ DIETES VEGETA FORTNIGHT LILY 2:2J 5 GAL. FULL CANS, HEALTHY DET. 3 SHT. 14 @ AGAPANTHUS 'STORM CLOUD' LILY OF THE NILE 'fi. 7cf' · 5 GAL. FULL CANS, HEALTHY DET. 3 SHT. 14 14 ECHIUM FASTUOSUM PRIDE OF MADIERA . 120 .· 5 GAL. FULL CANS, COMPACT DET. 3 SHT. 14 69 .., · .. e · ~,-~~~~~.,,,,.~...,,, ... ..,,,.".;,"',,,,., ,~~v-,.r¾#'V""V"".t"' ,,,,,..,_ .. ,~.""'•'v,,-~,."""~"'V"._""'-,,r-_..,..,,.,-..,,-.,.,., "J-~,Yt!~ .,,,,,.. ""''' ♦, @ CEANOTHUS 'CONCHA' WILD LILAC 178 1 GAL. FULL CANS, HEALTHY DET. 3 SHT. 14) 0HETEROMELES ARBUTIFOLIA TOYON 172 . ,,;,;~~~~-~~~~~~~.:::._.,.,,.,~~::.:~S'H~:.~~~ ,©_,.,.ficusrTIMrl'.'.il"'-'-'-'-'"-"-'"'""--"'•·cRi1Pi1'J'ci1iir"'""··-"-~ 390 r 1 GAL. FULL TO TOP OF STAKE DET. 1 SHT. 14 PLANTING NOTES: 1. A CERTIFIED AGRONOMIC SOILS LAB, PREVIOUSLY APPROVED BY CITY INSPECTOR SHALL PERFORM AGRICULTURAL SOIL TESTS. SOILS TESTING FOR AGRICULTURAL SUITABILITY SHALL BE ACCOMPLISHED AT THE CONCLUSION OF GRADING. SUBMIT SOIL TEST RESULTS TO CITY INSPECTOR FOR APPROVAL PRIOR TO AMENDING SOIL. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCING LANDSCAPE INSTALLATION. 3. ALL LANDSCAPE AND IRRIGATION INSTALLATION SHALL CONFORM AND FULLY COMPLY WITH THE CITY OF CARLSBAD LANDSCAPE MANUAL. 4. ALL LANDSCAPING SHALL BE INSTALLED PRIOR TO OCCUPANCY. 5. THE OWNER IS REQUIRED TO PERMANENTLY AND FULLY MAINTAIN ALL LANDSCAPE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY. 6. ALL INSTALLED TREES WITHIN 5' OF HARDSCAPE SHALL HAVE ROOT BARRIER INSTALLED ADJACENT TO HARDSCAPE, NOT ENCIRCLING ROOTBALL. 7. CONTRACTOR TO INSTALL 3" OF SHREDDED BARK MULCH IN ALL LANDSCAPE AREAS THAT ARE LESS THAN 2: 1 SLOPE. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOB SITE. 8. ALL PLANT MATERIAL SHALL BE APPROVED AT THE PROJECT SITE BY THE LANDSCAPE ARCHITECT PRIOR TO ANY PLANTING. ALL PLANT MATERIAL REJECTED BY THE OWNER OR LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE PROJECT SITE AT NO ADDITIONAL COST AND REPLACED. 9. SUBMIT PHOTOGRAPHS OF TYPICAL TREE FOR EACH VARIETY AND SIZE, TO BE PROVIDED UNDER THIS CONTRACT FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO DELIVERY TO THE PROJECT SITE. 10. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. THIS MAY BE DONE EITHER AT THE SITE OR AT THE NURSERY. CONTRACTOR SHALL PAY FOR THE LANDSCAPE ARCHITECT'S TIME AND MILEAGE FOR ALL NURSERY VISITS. 11. ALL PLANT SIZES ARE MINIMUMS. SIZES ARE TYPICAL FOR EACH PLANT SPECIES. ALL PLANTS ARE TO BE FREE OF DISEASE AND SCARS, AND TO HAVE GOOD COLOR, FULL HEADS AND GOOD CALIPER (15 GALLON • 3/4" MINIMUM, 24" BOX· 1 1/4" MINIMUM, 36" BOX -2" MINIMUM. 12. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE FULLY WATERED IMMEDIATELY AFTER PLANTING. 13. 14. 15. PRIOR TO PLANTING, ALL PLANTING AREAS SHALL BE FREE OF WEEDS, ROCKS AND DEBRIS. RAKE AND FINE GRADE ALL PLANTING AREAS PRIOR TO PLANTING. UPON COMPLETION OF PLANTING OPERATIONS AND BEFORE ANY SITE OBSERVATIONS, REMOVE ALL EXTRANEOUS MATERIAL AND DEBRIS, AND BROOM AND WASH THE AREA CLEAN. LONG TERM MAINTENANCE OF THIS PROJECT SHALL BE PROVIDED BY THE OWNER. ,_~:,; 16 -~;~;~;l;~;;;;!;:ii:ii~j}L~i;f~M;~;::i~;~•,·•·1 WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: ( l • STANDARD #1: COVER CROP/ REINFORCED STRAW MATTING: I COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK ) GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/ OR WILD I FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO { APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND (, MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) ( DAYS. : ' TYPE OF REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN f PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP ,J AND/ OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF / THE YEAR. { STANDARD #2: GROUND COVER { ONE HUNDRED PERCENT (100%) OF THE AREA SHALL BE PLANTED WITH A \ __ GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING ( CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED } MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). 1 STANDARD #3: LOW SHRUBS ) LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY PERCENT (70%) OF THE SLOPE FACE (AT MATURE SIZE). STANDARD #4: TREES AND/ OR LARGE SHRUBS: TREES AND/ OR LARGE SHRUBS SHALL BE PLANTED (FROM A MINIMUM OF GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRE (200) SQUARE FEET. SLOPES -6: 1 OR STEEPER AND: ~ \ ] '1 i, A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS J OR STREETS REQUIRE AT MINIMUM STANDARD #1. 1 8. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1. #2 AND #3. { C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 \ AND #4. s AREAS GRADED FLATTER THAN 6: 1 REQUIRE STANDARD #1 (COVER CROP)') WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE } FOLLOWING CONDITIONS: \ • A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 ~(,; MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. { C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR { HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. J "'""~-,.;;,,'i;_i,-"½cyc.,.,,}~~~~..,,.,""'~~,,.Jf!'I¼.. ~ _J,-_-,,.,.Jt''it_,,r~,,.,;;,~ ..;~~,. ',.;,'"'t «.»"'1,-~.7-il-i ... .J>' %_.,...:,,.,.,_#' ~"',.... .,,.J 17. REMOVE ANY EXISTING ON-SITE PAMPAS GRASS. "AS-BUILT " APPROVED FOR PLANTING / "' AND IRRIGATION ONLY. u I I INCLUDING PRECISE L.A. EXP. DATE ~ 0 5' 20' 40' LOCATION OF PLANTING REVIEWED BY: SCALE: 1 "=20' AREAS. INSPECTOR DATE 1/8/05 SP&MS /1\ (FIRST PLAN CHECK) REV. PER CITY COMMENTS CTTI CITY OF CARLSBAD s~s 2/25/05 SP&MS I 12\ (SECOND PLAN CHECK) REV. PER CITY COMMENTS j~ 4/14/05 SP 13\ (THIRD PLAN CHECK) REV. PER CITY COMMENTS 3 PLANNING DEPARTMENT 1/30/08 I ' .. v .. " . """""" "' PLANTING NOTES REVISED PER MICHAEL ELLIOTT'S REQUEST. SHRUB PLAN FOR: lY::, 10/15/10 CONSTRUCTION CHANGE. RV PARKING REPLACED WITH A PARK. MINOR PLANTING AND 11-1"1• 1<:-1'\I;. IRRIGATION REVISION DUE TO HARDSCAPE CHANGE. PLANT LEGEND REVISION. LA COSTA CONDOMINIUMS 9/15/11 TOiAL eftEc.T NUM~C" .. ,~ IA•H•\ "t-. LA COST A, CALIFORNIA APPROVED TESIIlMA DESIGN GROUP 11,,.J.::.' & , ~1-l( !1-11-1 ... PLANNING OATE L\NDSCAPE ARCHITECTURB I.AND PL\NNJNO 9903 BUSINFSSPARK AVB. SUITE C SAN DIEGO, CA 92131 PH: (858)693-8824 www.teshimadesign.com PH: (858)693-1182 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: I PROJECT NO. I DRAWING NO. CHKO BY: RVWD BY: CT~02~28 4224L TOG JOB NO: 01-051.10 DATE: 1-30-08 12 310 ,-- \)J --J _.c: ~ ('J I ..r. r ' ----- 1 3 I SI-IRUB 2 ROOT6ALL 3 2 X ROOT6ALL DIA 4 WATERING BASIN ( IF REGl'D.) 1 TOF OF CURB, PLANTER, OR FAYING. 6 FIN. GRADE AT SLOPE ( AS REGl'D.) '::I FIN. GRADE AT EXISTING SLOPE ( AS REGl'D) S PLANT TABLETS INSTALL FER MANFACTURER'S llZ> MULCI-I (SEE SPECS.) SFEC IFICA TIONS. 61-4RUB PLANTING N.T.5. I -2 INCl-!Eo 2 -PREPARED oOIL SECTION 3 -FINl51-l GRADE OR LUALK 4 -oEE PLANT LEGEND 6 S -CONCRETE MOLU oTRIP i& -oEE LEGEND GROUNDCOVER PLANTING N.T.5. ~--------l-!ARD5CAFE N. YARIEe, ~--++---1--I IN. AT TURF 2 IN. AT 51-!R\J6 ROOT 6ARRIER--IR (61O-6ARRIER) NOTE, l'<OOT 6A Re 51-!ALL 6E INSTALLED UJI-IEN TREE 15 UJITI-I-IN & FT. OF ANY I-IARD5CAFE, AND 51-!ALL 6E IN&TALLED ADJACENT 6lO-6ARRIER AYALIA6LE AT 6UTLER'5 MILL TO Tl-IE I-IARD5CAFE ONLY FER Tl-IE MANUF. &FECIFICATION&. •-1 I -TREE TRUNK 2 -61O-6ARRIER 5AN DIEGO, CA <rol'!I> 2e,3.e,1a1 12' TOTAL LENGTI-I -~' EITI-IER DIRECTION 3 -EDGE OF I-IARD5CAFE (CURB, FAYING, PAD, ETCJ ROOT BARRIER ~ IN. G) I -FINISI-I GRADE IN GROUNDCOYER AREA N.T.5. 2 -PROVIDE: 1::XFANSION JOINT AT 21Z> FT. MAX. O.C. 3 -1/2 IN. RADIUS (TYPICAL) 5 4 -FINle,1-l GRADE: IN LALUN ARE:A S -"3 REBAR CONT. (LAF 12 IN. AT eiPLICl::S) ~ -\:IS% COMFACTl::D oUBGRADE CONCRETE MOW CURB TESIDMA DESIGN GROUP l.ANDSCAPB ARCIBTECTURB LAND PIANNING ?.JOJ BUSINFSSPARK AVF. SUITE C SAN DIE.00, CA 92J3l PH: (858)693-8824 www.tesbimadesign.com PH: (858)693-1182 N.T.6. 1/8/05 SP&MS 2/25/05 SP&MS 4/14/05 SP 'l/1~/Y A DATE INITIAL ENGINEER OF WORK • N a w a w • st N ' co t') 2 4 I -UJALL 2 -CONCRETE FOOTING 3 -TRAIN VINE: ONTO UJALL 4 -TIF PLANT AND STAKE: AGAINST UJALL S -SET ROOTBALL TIGI-IT TO ·-..' . ' ' . ' ... ,, . ~ ' ' '. ' ... .. \'' ,, :•,•· .. , ,• ' •' '', ' ' •· ,.' .~ 1"" .. 1 ,. ··.·•,"' .... 1',,' ' '.~ : : •, . : .'' . ~ :' . . .-~ ···\ ..... ~ ,' '•: l .l 11 1 FOOTINu. REMOVE: ANY excess coNcReTe ~ -~ IN. LUA TERINC BERM 1 -FINISl-41::D GRADE: a -FLANTINu T ABLE:T -Fl::R eiFl::CS '::I -FLANTINu BACKFILL (FUDDLE t SETTLE: TO SET PLANT AT FINISi-11::D GRADE) 10 -2 X ROOTBALL DEFTI-I II -2 X ROOTBALL DIAMETER VINE PLANTING ON WALL (CREEPING VINE -1 GAL.) N.T.5. ROOT BALL (2) 2 IN. OIA. X 10 FT. LONG LODGEPOLE PINE STAKES, SET PERPENDICULAR TO PREVAILING WINDS. INSTALL UPRIGHT AND VERTICAL. DRIVE POLE INTO UNDISTURBED SOIL OUTSIDE OF ROOT BALL. CUT TOP SECTION OFF OF STAKE DAMAGED BY HAMMERING. .-----V.I.T. 'CINCH TIES', OR EQUAL INSTALL PER MANUFACTURER'S SPECIFICATIONS. ~-3• PERFORATED PVC BREATHER TUBE -(2) PER TREE -(1) PER 15 GAL WRAP WITH "DRAINGARD" SOCK. DUCT TAPE HOLES 'MTHIN 6" OF FIN. GRADE. GREEN NDS SLOTTED CAP. 2" LA YER MULCH -SEE SPECS • 6" BASIN IN GROUNDCOVER J" BASIN IN LAWN FINISH GRADE. --------BACKFILL MIX (SEE SPEC.) PUDDLE AND SETTLE. ------PLANTING TABLETS, SEE SPECIFICATIONS NOTES: 1. SET ROOT CROWN 2 IN. ABOVE FINISH GRADE. PLANT PIT -2 x ROO 2. MAINTAIN TURF 12" FROM TRUNK TREE PLANTING AND 5T AKING 1!:, GAL. -36" BOX N.T.5. APPROVED FOR PLANTING "AS-BUIL'f AND IRRIGATION ONLY. INCLUDING PRECISE L.A. EXP. LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR " DATE DATE 1 (FIRST PLAN CHECK) REV. PER Cl1Y COMMENTS ~ CITY OF CARLSBAD sr ~s (SECOND PLAN CHECK) REV PER Cl1Y COMMENTS (THIRD PLAN CHECK) REV. PERCl1YCOMMENTS 4 PLANNING DEPARTMENT ~r TOTAi 'SHBET M,11.A""E"'-,--'A"-E. ~-4•" "' PLANTING DETAILS FOR: M LA COSTA CONDOMINIUMS LA COSTA, CALIFORNIA APPROVED X . V S--6-o.r ASSISTANT PLANNING DIRECTOR DATE DWN BY: I PROJECT NO. I DRAWING NO DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION CT-02-28 OTHER APPROVAL CITY APPROVAL RVWD BY: 4224L TOG JOB NO: 01-051.10 DATE: 11-08-04 I. SECTION 02480 IRRIGATION PART 1 • GENERAL 1.01 GENERAL CONDITIONS: A. lHE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND Dlv1SION 1 ARE AN ADDEO PART OF 11-11S SECTION ANO CONTRACT FOR lHIS \\ORK ANO APPLY TO lHIS SECTION AS FULLY AS IF REPEA TEO HEREIN. 1.02 SCOPE: A. lHE \\ORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION ANO EQUIPMENT NECESSARY TO PERFORM lHE \\ORK INDICATED ON lHE DRAWINGS AND AS SPECIFIED. lHE GENERAL CONDITIONS AND Dlv!SION 1 APPLY TO lHIS SECTION AS FUU Y AS IF REPEATED HEREIN. 1. RELATED \\ORK: (A) LANDSCAPING SECTION (02900) 1. 03 SUBMITT ALS: A. SUBMIT A LIST OF ALL IRRIGATION EQJIPMENT TO BE USEO, MANUF ACTURER?S BROCHURES. MAINTENANCE MANUALS, GUARANTEES AND OPERATING INSTRUCTIONS. 1.04 GUARANTEE: A. FURNISH GUARANTEE IN ACCORDANCE WllH GENERAL CONDITIONS, FDR A PERIOO OF ONE (1) YEAR FROM DATE Of FINAL ACCEPTANCE • AT CONCLUSION OF THE MAINTENANCE PERIOD • ON COMPLETE WATER IRRIGATION SYSTEM, INCLUDING NONSETTLING OF BACKFIU IN TRENCIHES WHICIH, IF OCCURS, SHALL BE CORRECTED, INCLUDING REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED lHEREBY OR lHEREFROM. 1.05 A. B. A. 1.06 1.07 A. OBSERVATION: IN ALL CASES WHERE OBSERVATION Of SPRINKLER SYSTEM \\ORK IS REQUIRED AND /OR WHERE PORTIONS OF \\ORK ARE SPECIFIED TO BE PERFORMED UNDER DIRECTION AND/OR OBSERVATION Of ARCHITECT OR HIS REPRESENTATIVE, CONTRACTOR SHAU NOTIFY ARCIHITECT AT LEAST lHREE (3) \\ORKING DAYS IN ADVANCE OF TIME SUCH INSPECTION AND/OR DIRECTION IS REQUIRED. OBSERVATION WIU BE REQJIRED FOR lHE FOLLOWING PARTS OF THE \\ORK: IN ALL CASES WHERE OBSERVATION OF SPRINKLER SYSTEM \\ORK IS REQUIRED AND /OR WHERE PORTIONS OF \\ORK ARE SPECIFIED TO BE PERFORMED UNDER DIRECTION AND/OR OBSERVATION OF ARCHITECT OR HIS REPRESENTATIVE, CONTRACTOR SHALL NOTIFY ARCHITECT AT LEAST lHREE (3) 11\JRKING DAYS IN AIDVANCE OF TIME SUCH INSPECTION AND/OR DIRECTION IS REQUIRED. OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF lHE \\ORK: 1. UPON INSTAUATION AND TESTING OF MAIN UNES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COVER AINY LINES UNTIL lHEY HAVE BEEN OBSERVED AND APPROVED BY CITY INSPECTOR. 2. UPON INSTAUATION AND TESTING OF VALVES, QUICK COUPLERS, BACKFLOW PREVENTER OEl1CE, AUTOMATIC CONTROLLERS, AND CONTROL VAL \ES AND WIRES. 3. WHEN SPRINKLER SYSTEM IS COMPLETED, CONTRACTOR, IN THE PRESENCE OF AIRCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF COVERAGE OF WATER AFFORDED lHE LAI\N ANO PLANTING AREAS IS COMPLETE ANO AIDEQUA TE. CONTRACTOR SHALL FURNISH ALL MATERIALS AIND PERFORM ALL \\ORK REQUIRED TO CORRECT ANY INADEQJACIES TO COVER. 4. FINAL OBSERVATION ANO PERFORMANCE TEST SHALL BE AT lHE SAME TIME AS FINAL OBSERVATION OF lHE LANDSCAPE \\ORK. TESTING: ALL PVC MAIN ANO LATERAL UNES SHALL BE SUB..CCTEO TO A PRESSURE TEST OF 125 PSI FOR A PERIOD OF FOUR HOURS. ALL TESTING SIHAU BE IN lHE PRESENCE OF THE AIRCHITECT AND THE CITY INSPECTOR. APPROVAL SHALL BE RECEIVED BEFORE BACl<FIWNG ANY TRENCH. 00 NOT CO\ER AINY LINES UNTIL THEY HA\£ BEEN OBSER\£0 ANO APPR0'-£0. RECORD DRAWINGS: BEFORE FINAL ACCEPTANCE OF \\ORK, CONTRACTOR SHALL PROl1DE A RECORD SET OF DRAWINGS SHOWING SP~NKLER SYSTEM \\ORK. I. AINY CHANGES IN LOCATION OF ITEMS OR TYPE Of INSTALLATIONS FROM lHAT SHOI\N ON DRAWINGS SHALL BE SO INDICATED ON lHE RECORD DRAWINGS. 2. VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SIHALL BE SHOl\tl ON RECORD ORA\\tNGS. 3. ALL REN01£ CONTROL VALVES, SHUT-OFF VALVES, QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURE DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT 08..{CTS ANO SHAll BE TO NEAIREST ONE-HALF FOOT. 4. 5. ON lHE INSIDE SURFACE OF lHE COVER OF EACH AUTOMATIC CONTROLLER, PREPAIRE ANO MOUNT A CHART SHOWING VALVES AND SPRINKLER HEADS SERvlCEO BY lHAT PARTICLILAR CONTROLLER. ALL VALVES SHALL BE NUMBERED TO MATCH OPERATION SCHEDULE AND DRAl'lNGS. ONLY THOSE AIREAS CONTROLLED BY CONTROLLER SHALL BE SHOl\tl. lHIS CHAIRT SHALL BE A PLOT PLAIN, ENTIRE OR PARTIAL, SHOl'lNG BUILDING, WALKS, ROADS ANO WALLS. A PHOTOSTATIC PRINT OF lHIS PLAN, REDUCED AS NECESSARY ANO LEGIBLE IN ALL OETAtS, SHALL BE MAIDE TO A SIZE lHAT WIU FIT INTO lHE CONTROLLER COVER. lHIS PRINT SHALL BE APPROVED BY lHE ARCHITECT ANO SHALL BE HERMETICALLY SEALED BY PLASTIC. lHIS SHALL THEN BE SECURED TO INSIDE OF COVER. IMMEDIATELY UPON INSTALLATION OF ANY BURIED PIPE OR EQUIPMENT, CONTRACTOR SHALL INDICA1£ ON THE DRAl'lNGS LOCATIONS Of SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT 08..CCTS SUCH AS BUILDINGS, SIDEWALKS, CURBS ANO DRIVEWAYS. 1.06 GENERAL REQUIREMENTS: A. COO£ REQUIREMENTS SHALL BE lHOSE OF STATE ANO MUNICIPAL CODES ANO REGULATIONS LOCAUY GOVERNING lHIS \\ORK, PROv101NG lHAT ANY REQJIREMENTS OF lHE DRAWINGS ANO SPECIFICATIONS, NOT CONFLICTING THER[\\tlli BUT EXCITDING rnE CODE REQUIREMENTS SHALL GOVERN, UNLESS l'IRITTEN PERMISSION TO rnE CONlRARY IS GRAN1£D BY rnE OISlRICT. 8. C. D. E. F. G. H. I. J. K. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND \\ORKING IN THE AIREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. CONNECTIONS SHALL BE MADE AT APPROXIMATELY LOCATIONS SHOI\N ON DRAWINGS CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CIHANGES CAUSED BY ACTUAL SITE CONDITIONS. LANDSCAPE HEADERS ANO MOWING STRIPS SHALL BE IN PLACE BEFORE INSTALLATION OF SPRINKLER SYSTEM. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING \\tlH AINY \\ORK, CONTRACTOR SHAll CAIREFULLY CHECK ANO VERIFY ALL DIMENSIONS. PLAIN LOCATIONS OF SUB SURFACE UNES, VALVES, CONTROLLER AND PIPE UNES AIRE DIAGRAMMATIC AND INDICATE lHE SPACING AND RELATIVE LOCATIONS Of ALL INSTALLATIONS. ALL UNES SHALL HAVE MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OlHER, ANO FROM LINES OF OTHER TRAIDES. PARALLEL UNES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOlHER. DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WllH PIPING OF DISSIMILAR METAL MATERIALS. POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOI\N ON DRAWINGS CONNECT NEW UNDERGROUND PIPING ANO VALVES ANO PR0110E All FLANGES, ADAPTERS OR OTHER NECESSARY FlmNGS FOR CONNECTION. PERMISSION TO SHUT Off ANY EXISTING IN-USE WATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN \\RITING FROM 01\NER. CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM 01\NER, AS TO THE EXACT LENGlli OF TIME OF EACH SHUT-OFF. CONTRACTOR SHALL ACQUAINT HIMSELF 111TH ALL SITE CONDITIONS. PART 2 • PRODUCTS 2.01 MATERIALS: A. PIPING: PIPE SIZES SIHOI\N ARE NOMINAL INSIDE DIAMETER UNLESS OlHERWISE NOTED. (A) PR£SSURE MAINLINE PIPING FOR SIZES 2' AIND LARGER SHAll BE PVC CLASS 315. (8) PIPE SHALL BE MADE FROM AN NSF APPRO\ED TYPE 1, GRAIDE I, PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATIONS 'll1784'. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATIONS PS-22-70, \\tlH AIN APPROPRIATE STANDARD DIMENSION (S.D.R.) • (SOLVENT WELD PIPE). (C) PRESSURE MAINLINE PIPING FOR SIZES 1·1/2' AND SMALLER SHALL BE PVC SCHEDULE 40 Willi SOL \£NT \\ELOED .KJINTS (D) PIPE SHALL BE MAIDE FROM NSF APPROVED TYPE 1, GRAIDE I, PVC COMPOUND CONFORMING TO lHE ASTM R£SIN SPECIFICATIONS 'll1785'. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATIONS PS-21 • 70. (E) PVC SOLVENT-WELD FITTINGS SHALL BE SCHEDULE 40, 1·2, IH NSF APPROVED CONFORMING TO ASTM TEST PROCEDURE 02466, (F) SOL VENT CEMENT ANO PRIMER FOR PVC SOL VENT \\ELD PIPE ANO FlmNGS SHALL BE OF TYPE AND INSTALLATION MElHOOS PRESCRIBED BY lHE MANUFACTURER. (G) ALL PVC PIPE MUST BEAR lHE FOLLOWING MAIRKINGS 1. MANUFACTURER NAME 2. NOMINAL PIPE SIZE 3. SCHEDULE OR CLASS 4. PRESSURE RATING IN P.S.I. 5. NSF {NATIONAL SANITATION FOUNDATION) APPROVAL 6. DA TE Of EXTRUSION {H) ALL FITTINGS SHALL BEAR lHE MANUFACTURER NAME OF TRADEMAIRK, MATERIAL DESIGNATION, SIZE, APPLICABLE I.P.S. SCHEDULE ANO NSF SEAL OF APPROVAL. 2. PVC NON-PRESSURE LATERAL UNE PIPING (A) (B) NON-PRESSURE BURIED LATERAL LINE PIPING SHALL BE PVC CLASS 200 \\tlH SOLVENT·\\ELO JOINTS. PIPE SHALL BE MADE FROM NSF APPROVED, TYPE 1, GRADE 11 PVC COMPOUND CONFORMING TO ASTM SPECIFICATIONS 'll1784'. ALL PIPE NUST MEET REQUIREMENTS SET fORTH IN FEDERAL SPECIFICATION PS-22-70 \\tlli AN APPROPRIATE ST AINOAIRO DIMENSION RA no. EXCEPT AS NOTED IN PARAGRAPHS (A) ANO (B) OF SECTION 2.01.A.1(A) AINO (8), ALL REQUIREMENTS FOR NON-PRESSURE LATERAL LINE PIPE AND FITTINGS SHALL BE lHE SAME AS FOR SOLV[NT·\\ELD PRESSURE MAINLINE PIPE AND FITTINGS AS SET FORlli IN SECTION 2.01.A.1 OF THESE SPECIFICATIONS, (PRIMER NOT REQUIRED). ALL UNSIZED END RUN LATERAL LINES SHALL BE 3/4' PIPE. B. C. o. E. F. G. H. I. K. L M. FITTINGS ANO CONNECTIONS: 1. POL Y\1N'I\. CHLORIDE PIPE FlmNGS AND CONNECTIONS: TYPE II, GRAIDE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM \1RGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDER THR£AO TYPE, SUITABLE FOR EITHER SOL 'v£NT WELD OR SGRE\\EO CONNECTIONS. MACHINE lHREADED FITTINGS AND PLASTIC SAIDOLE AND FLANGE FITTINGS AIRE NOT ACCEPTABLE. FURNISIH FITTINGS PERMAINENTLY MAIRKED \\tlli FOUOWING INFORMATION: NOMINAL PIPE SfZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION {NSF) SEAL OF APPROVAL PVC FITTING SHAU CONFORM TO ASTM D2464 ANO D2466. AUTOMATIC CONTROL WIRE: 1. ELECTRIC WIRING RUNNING FROM CONTROLLER TO AUTOMATIC CONTROL VAL\ES SHALL BE NO. 14, SOLID, SINGLE CONDUCTOR, COPPER WIR£, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACl<ET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH VALVE, COMMON WIRE SHALL BE WHITE. AUTOMATIC CONTROUER: I. CONTROLLER SHALL BE FURNISHED AND INSTALLED COMPLETE WITH AU WATER, ELECTRICAL AND DRAINAGE SERvlCES, READY FOR OPERATION, UNIT SHALL BE ELECTRIC, SELF-CONTAINED OUTDOOR TYPE, WALL-MOUNTED, OR APPROVED EQUAL SEE DETAIL FOR CONTROLLER ENCLOSURE. 2. UNIT SHALL HAVE A MINIMUM STATIONS AS SHOl'N ON IRRIGATION LEGEND. 3. CONTROLLER SHALL BE lHE LA1£ST MODEL OF lHE PARTICULAR MAINUF ACTURER SUPPLIED. 4. UNIT SHALL BE 120·VOLT, 60·CYCLE CONlROLLER, BE COMPLETELY AUTOMATIC AND SHALL FUNCTION OPTIONALLY \\tlH OR WllHOUT lHE CLOCK. 5. ANY STATION MAY BE REPEATED INDEPENDENTLY IN ANY 24 HOURS. 6. STATIONS SHALL BE ADJJSTABLE FROM 1 TO 59 MINUTES. 7. CONTROL PANEL SHALL BE REMOVABLE PLUG-IN TYPE. 8. NECHANISM SHALL BE HOUSED IN STURDY, VANDAL-PROOF CASE, NAINUFACTURED OF 14-GAUGE STEEL, OR CASE ALUMINUM; FURNISHED FOR MAllJIIUM EXTERIOl PROTECTION. 9, rnE CLOCK AND ALL ~KING PAIRTS OF lHE CONlRCLLER SHALL BE CONTAINED WITHIN ONE PROTECTING COVER. CONlRCL VALVES: I. REMOTE CONTROL VALVES SHAU BE OF ALL PLASTIC BODY. VALVE SHALL BE PR0\10EO \\tlH AN ADJUSTABLE FLOW CONlROL STEM ANO SHALL BE OPERABLE MANUALLY WllHOUT ELECTRICITY. VALVE BOX: I. FOR REMOTE CONTROL VALVES 9·1/2'xl6"x11' RECTANGULAR BOX MANUFACTURED BY CAIRSON INDUSlRIES f14129·12B \\tlH BOLT DOl\tl COVER OR APPROVED EQJAL 2. FOR GATE VALVE: 111' ROUND, CAIRSON INDUSTRIES l910-12B Will-I PURPLE BOLT COVER OR APPROV[D EQUAL EXTENSION SLEE\£ TO BE PVC·6' MINIMUM SIZE. SPRINKLER HEADS SHAU BE AS REQJIREO ON lHE DRAWINGS OR APPROVED EQUAL 11\JLTI-rnT DRIP EMITTERS ~ I. MULTI•E)(JT EMITTERS SH B~N OF DURABLE HEAT RESISTANT PLA AND ALL VE AN TERNA(., HIGHLY INERT, SIU TO V CAP E OF ENSATING FOR PRE TIIE A 50 • WI A DISCHARGE OF 1 G.P .H. PER OU • lH Ml HM\~ OF lHE SIZE AND TYPE LISTED IN lHE IRRIG NL N. GA TE VALVES: I, GATE VALVE 1 INCH SIZE TO 2 INCH SIZE SHALL MEET ASTM STANDARDS \\tlH SEALS \\ljlCH ARE SELF AD..\ISTING TO COMPENSATE \\£AR. GATE VALVES SHALL HAVE MOLDED MICRO-FINISH GATE Will-I LOW TORQUE REQUIREMENTS TO OPERATE UNIT MANUALLY. GATE VALVE SHALL HAVE A PATENTED FEATURE • l>RELOADEO" STEM SEAL ANO IMPACT RESIST AINT HANDLES. CONCRETE FOOTINGS SHAU BE 2.000 PSI CONCRETE AT 26 DAYS. BACKFILL SHALL BE CLEAN FlU SCIL CONTRACTOl SHAU PR0\10E TO lHE O\lrNER: I. T\\O (2) CONTROL VALVE KEYS. 2. T\\O (2) ~NCHES FOR REM0\1NG EACH DIFFERENT TYPE OF SPRINKLER HEAD. 3. ONE (1) 48' TEE \\RENCH FOR OPERATING GATE VALVES. 4. SIX (6) QUICK COUPLER KEYS AND SIX (6) HOSE BIB ASSEMBLIES. 5. FIVE (5) KEYS FOR OPENING ANO LOCKING EACH AU TOMA TIC CONTROLLER. PRESSURE REGULATOR SIHALL BE BRONZE \\tlH SCREW FlmNG. SEE DETAILS ANO DRAWING. PART 3 • EXECUTION 3.01 GENERAL REQUIREMENTS: A. LOCATIONS ON DRAWINGS AIRE DIAGRAMMATIC ANO APPRQ)(JMATE ONLY, ANO SHALL BE CHANGED ANO ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS ANO OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK ANO OBTAIN APPROVAL OF AIRCHITECT BEFORE INSTALLATIONS. B. INSTALL ANO EXTEND SYSTEM AS SIHOI\N ON DRAWINGS, ANO AS NECESSARY TO CAIRRY OUT lHE INTENT Of ORAI\INGS AINO SPECIFICATIONS. C. LOCATE UNES, VALVES ANO OTHER UNDERGROUND UTILITIES ANO RECEIVE APPROVAL OF AIRCHITECT BEFORE DIGGING TRENCHES. 3.02 INSTALLATION OF IRRIGATION SYSTEM: A. EXCAVATION AND BACKFlLUNG OF TRENCHES: 1. EXCAVATE TRENCHES, PREPAIRE SUBGRAOE, AND BACKFILL TO LINE ANO GRAIDE \\tlli SUffiCIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. 00 NOT BACKFIU UNTIL PIPE SYSTEM HAS BEEN SUB..CCTEO TO HYDROSTATIC 1£ST AS SPECIFIED. B. C. D. 2. OEPlH Of CO\ER O\ER PIPE: POL Yv1N'I\. CHLORIDE PRESSURE LINE 18' MINIMUM POLYv1NYL CHLORIDE NON-PRESSURE UNE 12' MINIMUM 3. TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPR£AID: (A) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE. 4. SUBSOIL SHALL BE FREE OF ALL ROCKS O\ER ONE (1) INCH IN DIAMETER, DEBRIS, ANO UTTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL 5. REPAIR AINY LEAKS AND REPLACE All DEFECTIVE PIPE FlmNGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT CO\ER AINY LINES UNTIL THEY HAV[ BEEN INSPECTED ANO APl'RO'-ED FOR TIGHTNESS, QUALITY OF \\ORKMANSHIP AND MATERIALS. 6. BACKFlll TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE ANO APPROVED MATERIAL, TAMPING SOIL AIROUND PIPE ANO lHOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90" COMPACTION HAS BEEN ACHIE'v£D. 7. BACKFlll MATERIAL SHALL BE APPROVED SOIL, FREE FROM ROCKS AND CLOOS. INSTALLATION OF POLYv1N'I\. CHLORIDE PIPE: I. BECAUSE OF lHE NATURE OF PLASTIC PIPE AND FlmNGS, EXERCISE CAUTION IN HANDLING, LOADING ANO STORING, TO AVOID DAMAGE. 2. THE PIPE ANO FlmNGS SHALL BE STORED UNDER C0\1ER UNTIL USING, AND SHAll BE TRANSPORTED IN A \£HIGLE Willi A BED LONG ENOUGH 3. 4. 5. 6. 7. 8. 9. TO ALLOW LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT AINY POINT. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCAIRDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AINO RE.KllNED WITH A COUPLING. TRENCH DEPTH SIHALL BE AS SPECIFIED ABO\£ FROM lHE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF TRENCH SHALL BE FREE OF ROCKS, CLOOS, ANO OlHER SHAIRP·EDGEO 08..{CTS. PIPE ENOS AND FITTINGS SHALL BE WIPED Willi MEK, OR EQUAL, BEFORE \\ELOING SOL \ENT IS APPLIED. IIELDEO JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE M0\1NG OR HANDLING. ALL FIELD CUTS SHAll BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. PIPE SHALL BE SNAKED FROM SIDE· TO-SIDE Of TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. CENTER LOAD PIPE 111TH SMALL AMOUNT OF BACKFIU TO PREVENT AIRCHING ANO SUPPING UNDER PRESSURE. LEA\£ .KllNTS EXPOSED FOR INSPECTION DURING TESTING. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HA V[ BEEN COMPl£TEO AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOL \ENT \\ELD SETTING ANO CURING. PLASTIC TO METAL .KJINTS: SOLVENT·IIELO, USING SQLV[NT RECOMMENDED BY PIPE MANUFACTURER ONLY. 10, PLASTIC TO PLASTIC JOINTS: SOLVENT-1\ELO, USING SOLvl:NT RECOMMENDED BY PIPE MANUFACTURER ONLY. 11. SOLVENT·\\ELD .KJINTS: ASSEMBLE PER MAINUFACTURER?S RECOMNENOA TION. 12. lHRUST BLOCK SHALL BE INSTALLED AS PER DETAIL REMOTE CONTROL WIRING: 1. DIRECT BURIAL CONTROL \\IRE SIZES: AS SHOl\tl ANO SPECIFIED HEREIN BEFORE. 2. PR0\1DE ONE CONlRCL WIRE ANO ONE COMMON GROUND WIRE TO SERvlCE EACH VALVE IN SYSTEM. PR011DE 4-FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL ANO MAINTENANCE OF VALVES. 3. INSTALL CONTROL \\IRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. 4. CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS Of MORE lHAN 300 FEET, SPLICES AS FOUOWS: (1) SlRIP OFF MINIMUM OF 2·1/2 INCHES OF INSULATION FRON EACH WIRE. (2) TWIST ON SCOTCHLOCK ELECTRICAL SPRING CONNECTOR, MINIMUM FOUR COMPLETE TURNS. (3) SEAL CONNECTOR IN EPOXY RESIN. (4) TAPE COMPLETED SPUCE \\tlH SCOTCH 33 ELECTRICAL TAPE. 5. NUMBERING ANO TAGGING: IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WllH NUMBER OF CONNECTED VALVE. AUTOMATIC CONTROLLER: 1. 2. OLLER SHALL BE INSTALLED AS SHOl\tl ANO AU TOMA TIC CON TR DIRECTED. CONTR CONNECTIONS. CO TO CONTROLLER OLLER SHALL BE TESTED \\tlH COMPLETE ELECTRICAL NTRACTOR SllALL BE RESPONSIBLE FOR TEMPORARY PO\\ER FOR OPERATION ANO TESTING PURPOSES. CONTRq_ WIRING SHALL BE MADE \\tlHIN lHE E CONTROLLER. ALL I\IRE SHALL FOLLOW THE CONNECTIONS TO PEDESTAL Of TH PRESSURE MAIN INSOFAR AS POSSIBLE. E. F. G. H. I. K. L M. N. 3.03 A. 3. ELECTRICAL I\IRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FRON CONTROLLER TO ELECTRICAL 0Ull£T. lHE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AU l'lRING TO lHE SUB· P AINELS, CLOCKS, OR ELSEl',ljERE AS REQJIRED, IN ORDER TO COMPLETE lHIS INSTALLATION. A DISCONNECT S\\tTCH SHALL BE INQUOED. 4. CONTROLLER SHALL HAVE A MASTER S\\tTCH. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANUAUY, INDEPENDENT OF CLOCK OF ANY 011-IER VAL VE. REMOTE CONTROL VALVES: 1. INST ALL VAL VE BOXES AS SHOI\N ON DETAIL INST ALL NO MORE lHAN ONE VAL\£ PER BOX. STENCIL VAL\£ NUMBER AND CONTROLLER l£TTER ON UNDERSIDE OF VAL VE BOX LIO. VALVE BOX: I. INSTALL VALVE BOXES AS SHOI\N ON DETAIL INSTALL NO MORE THAN ONE VALVE PER BOX. BRANO VALVE NUMBER ANO CONTROLLER LETTER ON VALVE BOX LID. SPRINKLER HEADS: 1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOI\N. 2. NOZZLE SIZE OF All HEAIDS SHALL BE AO.IJSTEO TO SUIT ANY PAIRTICULAR CONDITIONS OF lHE AREA. lHIS SHALL BE DONE AFTER lHE SYSTEM HAS BEEN lHOROUGHLY TESTED, IMMEDIATELY AFTER ~TTEN NOTIFICATION BY lHE AIRCHITECT TO 00 SO. QUICK COUPLER ASSEMBLY: I. INSTAU ALL QUICK COUPLERS AS INDICATED ON DRAWINGS ANO AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE ANO A MAXIMUM OF 12 INCHES FROM PA v1NG, WALKS, HEADERS OR CURBS, ANO AS SHOl\tl ON PLAINS ANO AS DIRECTED. I. 2. GATE VALV[S: I. INSTAU WHERE SHOI\N AS DETAILED. BACKFLOW PREVENTER: BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORD \\tlH MANUFACTURER?S SPECIFICATIONS, LOCA TEO AND AS DIRECTED ON DRAWINGS, AINO SHALL CONFffiM TO ALL APPLICABLE CODE ANO OROINAINCE REQJIREMENTS. EXACT LOCATION ANO POSITIONING SHALL BE VERIFIED ON lHE SITE BY ARCIHITECT. PRESSURE REGULATOR IF NEEDED SHALL BE INSTALLED AS PER DRAWINGS ANO DETAIL VERIFY FlNAL LOCATION WllH AIRCHITECT. INSTALLATION OF ANTI·ORAIN VALVES: AINTI-ORAIN VALVES SHALL BE INST Al.LEO IN lHE RISER ASSEMBLIES Of ALL SPRINKLER HEAIDS lHAT DO NOT HA\,£ MANUFACTURER INSTALLED AINTI·DRAIN DE\1CES. PRC110E CHECK VALv£S OR ANTI-DRAIN VALVES AS MAY BE REQUIRED BY lHE CITY PLANNING DEPARTMENT TO PREVENT DRAINAGE OF IRRIGATION WATER FROM SPRINKLER SYSTEM DUE TO CHANGES IN ELEVATION. INSTALL QUICK COUPLERS ANO REMOTE CONTROL VALVES ADJACENT TO WALKS AND CURBS IN SHRUB PLANTING AIREAS. INSTALL QJICK COUPLES VALVES NO FURlHER lHAN 200 FEET APART IN GENERAL LANDSCAPE AIREAS. SLEE'llNG: I. CROSSING OF ROADS WllH IRRIGATION PIPE OR WIRING SHALL BE A \OIDED WHEREVER POSSIBLE. IF A CROSSING MUST BE MAIDE, SCHEDULE 80 PVC SLEEVES SHALL BE INSTALLED AT A MINIMUM DEPlH OF 30' BELOW FINISH GRADE ANO EXTEND 12' PAST ON EACH SIDE. 2. IRRIGATION LINES UNDER 011-IER ASPHALT CONCRETE OR PORTLAND CONCRETE IMPROVEMENTS (OlHER lHAN ROADS) SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES AT A MINIMUM DEPlli OF Ill" BELOW FINISHED GRADE ANO EXTEND 12' PAST ON EACH SIDE. 3. SLEEVE SIZES FOR IRRIGATION UNES SHALL BE A MINIMUM OF T\\O (2) TIMES lHE SIZE OF lHE UNE IT SERVES. 4. CONTROLLER WIRES LOCATED UNDER STREETS OR OlHER PERMANENT IMPROVEMENTS SHALL BE INSTALLED IN SEPAIRA1£ PVC SLEEVES AND CORRESPONDING TO TYPE ANO OEPlH AS SPECIFIED IN DETAILS. CLEAN-UP: AS PROJECT PROGRESSES. CONTRACTOl SHALL MAINTAIN AU AREAS IN A NEAT MANNER ANO RENO VE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF rnE PROJECT, CONTRACTOR SHALL RENOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING \\ORK. HE SHALL S\\EEP AND CLEAN ALL SIDEWALKS, ASPHALT, ANO CONCRETE AREAS ADJACENT TO PLANTINGS. '" TESJDMA DESIGN GROUP lANOOCAPH ARCIDTECIURB !AND .PLANNJNO 9903 BUSJN1ml>ARK AVB. surra C SAN DIEOO, CA 92131 PH: (858)693-8824 www.teshimadesign.com PH: ( 858)693-1182 "AS-BUIL'f ,, APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE L.A. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE 1 /8/05 SP&MS 1 (FIRST PLAN CHECK) REV. PER CITY COMMENTS ~ CITY OF CARLSBAD s~s 2/25/05 SP&MS (SECOND PLAN CHECK) REV. PER CITY COMMENTS I !'f 4/14/05 SP 13 (THIRD PLAN CHECK) REV. PER CITY COMMENTS 5 PLANNING DEPARTMENT o/15711 .0. To,AJ 5He.e-r NOJ:1.B.Eb c· • • • • -E IG>,~ .... /RR/GA TION SPECIF/CATIONS FOR: z'S LA COSTA CONDOMINIUMS LA COSTA, CALIFORNIA APPROVED\) /~ S"-{;-OS- ASSISTANT PLANNING DIRECTOR DATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT-02-28 4224L TOG JOB NO: 01-051.10 DATE: 11-08-04 SECTION 02900 LANDSCAPING PART 1 -GENERAL 1.02 SCOPE A. THE 111'.)RK INCLUDES ALL SERVICES. LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE 111'.)RK INDICATED ON THE DRA\\INGS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE PROPERLY THE CONTRACT. B. RELATED 111'.)RK: 1. IRRIGATION (SECTION 02480) 1.03 SUBMITTAL$ A. SEE REQUIREMENTS IN GENERAL CONDITIONS, AND SECTION 0134-0. B. CONTRACTOR SHALL SUBMIT A TYPE\\RITTEN UST 111TH SPECIFICATIONS Of ALL FEASIBLE MATERIALS, INCLUDING SOIL AMENDMENTS, FERTILIZERS. PLANT MATERIALS, ETC., 111TH QUANTITIES Of EACH. 1.04 DEFINITIONS Of TERMS A. t'LANTING AREA' SHALL MEAN ALL AREAS TO BE SEEDED, SODDED, PLANTED 11TH TREES, SHRUBS, AND/OR GROUNDCOVERS. 1.05 GUARANTEES AND REPLACEMENTS A. PLANT MATERIALS: PLANTS (15-GALLON SIZE AND LARGER) SHALL BE GUARANTEED TO LIVE AND GROW IN HEALTHY CONDITION DURING THE AGREED UPON 90 DAY MAINTENANCE PERIOO OR UNTIL FINAL ACCEPTANCE (J.20 PART B). PLANT MATERIAL \\ILL CONTINUE TO BE GUARANTEED FOR ONE (1) YEAR. B. PLAN T MATERIAL SMALLER THAN 15-GALLON SIZE: SHALL BE GUARANTEED TO LIVE AND GROW IN VIGOROUS HEAL THY UPRIGHT CONDITION FOR A MINIMUM OF ONE GROWING SEASON AFTER FINAL ACCEPTANCE OF 111'.)RJ( (EXCLUDING SEASONAL COLOR). C. REPLACEMENT: ALL PLANTS NOT HEALTHY AND IN VIGOROUS GRO\\ING CONDITION AS DETERMINED BY THE LANDSCAPE ARCHITECT SHALL BE REPLACED IMMEDIATELY. PLANTS USED FOR REPLACEMENT SHALL BE THE SAIIE KIND ANO SIZE AS SPECIFIED IN THE PLANT UST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED AT NO COSTS TO 0\\111ER. 1.06 VERIFICATION OF EXISTING CONDITIONS A. ALL SCALED DIMENSIONS ON THE DRA\\INGS ARE APPROXIMATE. BEFORE PROCEEDING \\ITH ANY VIORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, QUANTITIES, AND GRADE ELEVATIONS. AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT Of ANY DISCREPANCIES. B. PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING Of PLANT MATERIALS, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES AND OTHER IMPROVEMENTs, AND TAKE PROPER PRECAUTIONS TO Al()ID D~AGE TO SUCH IMPROVEMENTS. IN THE EVENT OF CONFLICT BETIIEEN SUCH IMPROVEMENTS AND PLANT LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, AND ARRANGEMENTS \\ILL BE MADE FOR RELOCATION AS NECESSARY. FAILURE TO FOLLOW THIS PROCEDURE PLACES UPON THE CONTRACTOR THE RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGE RESULTING FROM VIORK AS HEREIN SPECIFIED AT HIS 01\!1 EXPENSE. 1.07 PROTECTION Of E>OSTING IMPROVEMENTS DURING THE CONSTRUCTION AND MAINTENANCE PERIOO, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT ANO Al()IO O~AGE TO SPRINKLER HEADS, IRRIGATION LINES, DRAINAGE LINES, AND ALL OTHER UNDERGROUND FACILITIES ANO ALL PAVING, STRUCTURES, FIXTURES, AND EXISTING PLANTINGS, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ANO ALL DAMAGE TO SUCH IMPROVEMENTS AND SHALL COMPLETELY REP AIR OR REPLACE THE S~E AT NO COST TO THE 01\1'/ER. 1.08 INSTRUCTIONS AND OBSERVATION A. ALL CHANGES AND DE\lATIONS TO THE PLANS AND SPEClflCATIONS SHALL BE CONFIRMED IN \\RITING v1A THE LANDSCAPE ARCHITECT. B. THE CONTRACTOR SHALL BE AVAILABLE ON CALL TO MAKE A JOINT OBSERVATION 111TH THE ENGINEER. THE CONTRACTOR SHALL HAVE SUFFICIENT \\QRK PERSONNEL AVAILABLE DURING NORMAL VIORKING HOURS TO CORRECT DEFICIENCIES IMMEDIATELY UPON REQUEST Of THE LANDSCAPE ARCHITECT. SUCH REPAIR OR RE·VIORK SERVICES ARE TO BE PERFORMED \\ITHOUT INTERFERENCE Of REGULAR PRO.lCT SCHEDULE. C. PLANTS SHALL BE SUBJ::CT TO APPROVAL BY THE 01\1'/ER'S REPRESENTATIVE AT THE PLACE Of GROWTH ANO/OR UPON DELIVERY TO THE SITE FOR QUALITY, SIZE AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT Of OBSERVATION AND RE.lCTION AT THE SITE DURING PROGRESS Of 111'.)RK FOR SIZE, CONDITION OF ROOT BALL, LATENT DEFECTs, OR INJURIES. REJ::CTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE, UNLESS OTHERIIISE APPROVED BY THE LANDSCAPE ARCHITECT. D. SITE OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT Of A SITE OBSERVATION AT LEAST 48 HOURS IN ADVANCE Of AN OBSERVATION. AN OBSERVATION \\ILL BE MADE BY THE LANDSCAPE ARCHITECT DURING OFFICE 111'.)RKING HOURS ON EACH or THE STEPS OR CONDITIONS LISTED BELOW. THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON ~TE AT THE TIME Of EACH OBSERVATION. THE CONTRACTOR \\ILL NOT BE PERMITTED TO INITIATE THE SUCCEEDING STEP or VIORK UNTIL HE HAS RECEIVED APPROVAL TO PROCEED BY THE LANDSCAPE ARCHITECT. 1. PRE-CONSTRUCTION MEETING: IMMEDIATELY PRIOR TO THE COMMENCEMENT OF VIORK Of THIS SECTION, CONTRACTOR SHALL RECEIVE APPROVAL Of MATERIALS AND EQUIPMENT TO BE USED, AND METHODS Of INSTALLATION. 2. INCORPORATION Of SOIL CONDITIONING AND FERTILIZING INTO THE SOIL: SOIL TESTS PERFORMED BY THE LICENSED LABORATORY SHALL BE SUBMITTED AND PAID FOR BY THE CONTRACTOR FOR AGRICULTURAL SUITABILITY AND APPROVED BY THE OTY INSPECTOR AND LANDSCAPE ARCHITECT ONCE ROUGH GRADING HAS BEEN COMPLETED, AND PRIOR TO INSTALLING ANY PLANT MATERIAL 3. lHE COMPLETION Of FINISH GRADING AND MOW CURBS LAYOUT IN THE FIELD, BUT PRIOR TO MOW CURB INSTALLATION. 4. APPROVAL OF ALL PLANT MATERIAL QUALITY. 5. LAYOUT OF PLANT MATERIAL 6. PRE-MAINTENANCE OBSERVATION: llllEN PLANTING AND ALL OTHER INDICATED OR SPECIFIED 'MJRK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. ACCEPTANCE AND \IRITTEN APPROVAL SHALL ESTABLISH BEGINNING or THE MAINTENANCE PERIOD. THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR flROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJ::CT. E. 1.D9 A. B. C. 1.10 A. B. 1.11 A. 1.12 A. B. C. 1.1J A. 8, C. D. E. 7. FINAL SITE OBSERVATION AT THE COMPLETION Of THE SPECIFIED MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE GUARANTEE PERIOD. ACCEPTANCE: UPON COMPLETION Of THE FINAL OBSERVATION AND THE \\ORK OF THIS SECTION, THE CONTRACTOR \\ILL BE NOTIFIED IN I\RITING (1) llliElHER lHE \\QRK IS ACCEPTABLE AND (2) OF ANY REOOIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. SUSPENSION Of \\QRK THE LANDSCAPE ARCHITECT SHALL RECOMMEND TO lHE 01\NER ANY NECESSITY TO SUSPEND THE 111'.)RK 'IIHOLL Y, OR IN PART, FOR SUCH PERIOO OR PERIOOS AS HE MAY DEEM NECESSARY DUE TO UNSUITABLE 11£ATHER, OR SUCH OTHER CONDITIONS AS ARE CONSIDERED UNFAVORABLE FOR THE REASONABLE PERFORMANCE OF THE 111'.)RK, OR FOR SUCH TIME AS IS NECESSARY DUE TO THE FAILURE ON THE PART OF THE CONTRACTOR TO CARRY OUT ORDERS GIVEN OR TO PERFORM ANY OR ALL PROVISIONS OF THE CONTRACT. IF IT SHOULD BECOME NECESSARY TO STOP 111'.)RJ( FOR AN INDEFINITE PERIOD, THE CONTRACTOR SHALL STORE ALL MATERIALS IN SUCH A MANNER THAT THEY \\ILL NOT BECOME AN OBSTRUCTION NOR BECOME D~AGEO IN ANY WAY, AND HE SHALL TAKE EVERY PRECAUTION TO PREVENT O~AGE OR DETERIORATION OF THE 111'.)RK PERFORMED. THE CONTRACTOR SHALL COVER ALL OPEN EXCAVATIONS AND SHALL PROvlDE SUITABLE DRAINAGE BY OPENING DITCHES, PLANTING PITS, ETC., ANO ERECT TEMPORARY STRUCTURES 'lrHERE NECESSARY. GRADING, SOIL PREPARATION, AND PLANTING 111'.)RK SHALL BE PERFORMED ONLY DURING PERIODS 'lrHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH A LEVEL THAT 111'.)RKING IT 111'.)l)LJ) DESTROY lHE SOIL STRUCTURE, SPREADING, GRADING AND TIWNG OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT REACHES ACCEPTABLE LEVELS ANO THE DESIRED RESULTS ARE ATTAINABLE. CERTiflCATIONS AND NOTICE OF DELIVERY Of MATERIAL THE LANDSCAPE LANDSCAPE ARCHITECT SHALL BE FURNISHED 111TH DUPLICATE SIGNED, LEGIBLE COPIES Of CERTIFICATES ANO/OR INVOICES STATING THE BRAND, GRADE, AMOUNT AND QUANTITY Of EACH ITEM FOR ALL SOIL, FERTILIZERS, SOIL CONDITIONERS, PLANS AND OTHER MATERIALS. THE LANDSCAPE ARCHITECT MAY STOP 111'.)RK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEIIED BY THE ENGINEER. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN ADVANCE llliEN ALL MATERIALS ARE TO BE DELIVERED AND THE MANNER OF SHIPMENT, AND SHALL FURNISH THEREIIITH AN ITEMIZED UST, IN DUPLICATE, or THE ACTUAL QUANTITY Of MATERIAL IN EACH DELIVERY, IN ORDER TO ENSURE SATISFACTORY COORDINATION OF DELIVERY, ANO TO EXPEDITE THE REQUIRED INSPECTION AT THE POINT OF DELIVERY. THE ITEMIZED UST, IN DUPLICATE, FOR EACH DELIVERY Of PLANT MA TERIAI. SHALL INCLUDE INl()ICES CERTIFYNG THAT SUBJ::CT MATERIAL HAS BEEN INSPECTED AS REQUIRED BY THE STATE AGRICULTURAL CODE PRIOR TO ACCEPTANCE OR PLANTING. PARTICULAR CARE, USING APPROVED EQUIPMENT, SHALL BE EXERCISED TO ENSURE Slfl: LOADING, UNLOADING, SHIPPING ANO HANDLING FOR ALL PLANTINGS FROM SOURCE TO IN-PLACE LOCATIONS INDICATED ON THE DRA\\INGS. PLANT MATERIALS QUANTITIES FOR PLANT MATERIALS ARE SHOl'r!I PER PLAN FOR CONVENIENCE ONLY AND NOT GUARANTEED. CONTRACTOR SHALL CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF ORA\\INGS. INVOICE OF MATERIALS UPON DELIVERY OF MATERIALS ANO/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE LANDSCAPE ARCHITECT 111TH THE HERETOFORE SPECIFIED SIGNED COPIES Of REQUIRED CERTiflCATES, TRIP SUPS ANO INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL QUANTITIES Of EACH MATERIAL FURNISHED AGAINST THE TOTAL AREA TO EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT \\ILL REQUIRE THE DISTRIBUTION OF AOOITIONAL QUANTITIES Of THESE MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPEClflED. AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE- MAINTENANCE SITE OBSERVATION, THE LANDSCAPE ARCHITECT, 111TH THE HERETOFORE SPECIFIED SIGNED COPIES Of THE REQUIRED CERTIFICATES AND RELATED ITEMS, SHALL INl()ICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE ~OUNTS SPECIFIED. IF THE MINIMUM ~OUNTS HA VE NOT BEEN FURNISHED, THE LANDSCAPE ARCHITECT \\ILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. A SAMPLE Of THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT \\ITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY, ALONG 111TH SPEClflCATIONS Of EACH PRODUCT. AFTER SOIL ~ENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES Of THE MIXED SOIL !ILL BE TAKEN BY THE ENGINEER ANO SUBMITTED TO THE SOIL LABOR A TORY FOR COMP ARI SON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABOR A TORY SHALL BE BORNE BY THE CONTRACTOR. PROTECTION Of EXISTING TREES, SHRUBS AND VINES IT IS THE INTENT OF THE PROJ::CT THAT CERTAIN AREAS Of THE EXISTING PLANT MATERIALS SHALL BE RETAINED. PRIOR TO THE REMOVAL Of ANY TREES, THE CONTRACTOR SHALL CONFER 111TH THE LANDSCAPE ARCHITECT TO DETERMINE THOSE PLANTS THAT ARE TO REMAIN. ALL EXISTING TREES 'IIHICH ARE TO REMAIN IN THE PROJ::CT SHALL BE TAGGED AND IDENTIFIED BY THE CONTRACTOR PRIOR TO START Of VIORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TREES THAT ARE TO REMAIN IN THE PRO.lCT. DAMAGE TO A PLANT \\I-IICH RESULTS IN DEATH OR PERMANENT DISFIGURATION SHALL RESULT IN THE COMPLETE REMOVAL OF THE PLANT, INCLUDING ROOTs, FROM THE SITE BY THE CONTRACTOR. THE CONTRACTOR AT HIS 01\!1 EXPENSE SHALL REPLACE THE PLANT 111TH ONE OF EQUAL VALUE AS ESTABLISHED BY THE LANDSCAPE ARCHITECT OR REIMBURSE THE Ol'INER THE COST Of SAID REPLACEMENT IF A REPLACEMENT CANNOT BE OBTAINED. THE LANDSCAPE ARCHITECT SHALL BE THE SOLE ..I.IDGE OF THE CONDITION OF THE PLANT. ALL EXISTING TREES THAT ARE TO REMAIN SHALL BE PROTECTED AT ALL TIMES flROM D~AGE BY MEN ANO EQUIPMENT. ALL D~AGE BY THE CONTRACTOR TO El6STING PLANTS SHALL BE REPAIRED AT HIS EXPENSE BY PERSONNEL APPROVED BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL INSURE THAT NO FOR0GN MATERIAL ANO/OR LIQUID, SUCH AS PAINT, CONCRETE, CEMENT, Oil, TURPENTINE, ACID OR THE LIKE, BE DEPOSITED OR ALLOIIED TO BE DEPOSITED ON ANY SOIL l'IITHIN THE DRIPLINE (THE OUTSIDE EDGE OF FOLIAGE OVERHAND) OF ANY TREE OR SHRUB OR IIITHIN 6 FEET OF THE TRUNK Of A ~NE. SHOULD ANY SUCH POISONING OF THE SOL OCCUR, THE CONTRACTOR SHALL REI.IOVE SAID SOIL AS DIRECTED BY THE LANDSCAPE ARCHITECT AND REPLACE IT 111TH ACCEPTABLE SOIL AT NO EXPENSE TO THE 01\NER. F. EXCAVATION AOJACENT TO EXISTING TREES AND SHRUBS: 'IIHERE IT IS NECESSARY TO EXCAVATE IN CLOSE PROXIMITY TO EXISTING TREES AND SHRUBS, ALL POSSIBLE CAUTION SHALL BE EXERCISED TO Al()IO IN..1./RY TO ROOTS AND TRUNK. EXCAVATION CLOSE TO TREES SHALL BE BY HAND, TUNNELING UNDER RCOTS 't AND LARGER IN DIAMETER. CUTTING OF ROOTS t AND LARGER SHALL BE ONLY ON THE APPROVAL Of THE LANDSCAPE ARCHITECT. PAINT CUT ROOTS \\ITHIN 24 HOURS OF INITIAL D~AGE 111TH APPROVED PRUNING PAINT. \\HEN THIS IS NOT POSSIBLE, KEEP THE SIDE Of EXCAVATION ADJACENT TO TREE SHADED 111TH MOIST BURLAP OR CANVAS. PART 2 • PRODUCTS 2.01 A. 2.02 A. B. QUALITY ALL MATERIALS SHALL BE OF STANDARD, APPROVED, AND FIRST GRADE QUALITY AND SHALL BE IN PRIME CONDITION 1'11EN INSTALLED AND ACCEPlEO. ALL COMMERCIALLY PROC£SSEO ANO/OR PACKAGED MATERIALS SHALL BE DELIVERED TO THE SITE IN THE ORICINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER?S GUARANTEED ANALYSIS. SOIL AMENDMENT ANO FERTILIZER SHALL BE A \\OOD RESIDUAL PRODUCT DERIVED FROM SHAVINGS OF RE0\11'.)()Q, lll-llTE FIR AND/OR RED FIR, OR CEDAR SHA~NGS. AMENDMENT SHALL UPON ANALYSIS CONTAIN AT LEAST 1.Q,: NITROGEN (ON A DRY \\EIGHT BASIS) 111TH AN ASH CONTENT NOT TO EXCEED 151:. A COMMERCIAL GRADE PRODUCT SHALL BE USED. CONTRACTOR SHALL SUPPLY LANDSCAPE ARCHITECT OR HIS APPOINTED REPRESENTATIVE 111TH A SAMPLE OF THE PROPOSED ~ENDMENT ACCOMPANIED BY A LABORATORY ANALYSIS FROM AN APPROVED LABORATORY ILLUSiRATING DEGREE Of COMPLIANCE. GUARANTEE = WT/CU/YD. = 460# -720#- AMMONIAC NITROGEN ~ 1.01:. PH (LESS THAN 6.8). SALINITY (TOTAL SOLUBLE SALTS = J.O MMHO). DENSITY = 20# CU.FT. PROPERTIES = (GRADATION SIEVE SIZE) -NO. 6 -95,: MINIMUM PASSING; NO. 8 -80:i: MINIMUM PASSING; NO. 35 -30,: MINIMUM PASSING. 11£TABIUTY -TO BE IN COMPLIANCE 111TH STANDARDS AS PER AMERICAN SOCIETY OF AGRONOMY AGRICULTURAL GRADE GYPSUM -SHALL BE A (CA S04 • H20) CALCIUM SULFATE PRODUCT -94.31:. 90,: SHALL PASS A 50 MESH SCREEN. CHEMICAL REACTION \\ILL REMOVE SODIUM ATTACHED TO SOIL PARTICLES. GYPSUM ALSO LOOSENS HEAVY CLAY SOILS THROUGH ELECTRO-CHEMICAL ACTION. CONTROL OF DUST DURING APPUCA TION IS MANDATORY. SHALL BE U.S. GYPSUM, DOLMAR, SOF'N'SOIL, OR BANDINI, IF NOT AVAILABLE, SHALL BE EQUAL TO. C. SULFUR (SOIL) -SHALL BE ELEMENTAL SULFUR (99.5%) COMMERCIALLY PREPARED SO THAT 46.9:i: PASSES A 50 MESH SCREEN. SHALL BE \\IL-GRO, UNION CHEMICALS OR BAKER INDUSTRIES, IF NOT AVAILABLE, SHALL BE EQUAL TO. D. IRON SULFATE -IRON SHALL BE EXPRESSED AS METAi.UC -DERIVED flROM SULFATE -DEEP GREEN (FE S04 H20) • A MINIMUM ANALYSIS OF 20.0'.II AND 98.3:i: RETAINED ON A 10 MESH SCREEN. SHALL BE \\ILSON & GEO. MEYER, \\IL-GRO, OR BANDIN!. IF NOT AVAILABLE, SHALL BE EQUAL TO. E. PRE-PLANT OR STARTER FERTILIZER SHALL BE A COMMERCIAL GRADE FLOWABI.E FERTILIZER 111TH -1'.11 NITROGEN, 10,: PHOSPHOROUS PENTIOXIOE ANO 10% POTASSIUM SULFATE. NO POTASSIUM CHLORIDE IS TO BE USED. ORGANIC NITROGEN SHALL BE FROM COTTONSEED MEAL AND UREA. PHOSPHATE AVAILABLE flROM SUPERPHOSPHATE AND COTTONSEED MEAL. POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL. SCREEN ANALYSIS: ll RETAINED ON STACKED SCREEN -APPROXIMATELY 8 - MESH 24.2~ 20 -MESH 75.2~ 48 • MESH 0.21:. AVAILABLE PERCENTAGE WEIGHT OF PLANT FOOO: NITROGEN PHOSPHORIC ACID POTASH 1,Q,: MIN. 10.0,C MIN. 10.0'.II MIN. SHALL BE \\IL-GRO, BANDIN! OR KELLOGG. IF NOT AVAILABLE, SHALL BE EQUAL TO. F. POST PLANT FERTILIZER (MAINTENANCE~ FERTILIZER (COMMEROAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLO\\ING, SUITABLE FOR APPLICATION 111TH APPROVED EQUIPMENT AND SHALL CONTAIN THE FOLLO\\ING MINIMUM AVAILABLE PERCENTAGES BY \\EIGHT ~ PLANT FOOO: NITROGEN AMMONIAC SULFA TE REMAINDER Of NITROGEN PHOSPHORIC ACID POTASH IRON ZINC MANGANESE CALCIUM 14.0'.II MIN. 4.0:it MIN. a 75'1 WATER SOLUBLE 1.25:i: WATER INSOLUBLE 7.0ll MIN. JO,: MIN. 2.0,: 0.15,: 0,15,: 2.0,: ORGANIC NITROGEN IS DERIVED FROM UREA ANO COTTONSEED MEAL PHOSPHATE FROM SUPERPHOSPHATE AND COTTONSEED MEAL POTASH flROM SULFATE OF POTASH AND COTTONSEED MEAL NO POTASSIUM CHLORIDE IS TO BE USED. SULFUR FROM SULFA TE Of mMONIA. CALCIUM FROM SUPERPHOSPHA TE, IRON flROM FERROUS SULFA TE AND MIXED SULFIDES. ZINC AND MANGANESE ARE EXPRESSED AS METALLIC AND IN THEIR ELEMENTAL FORM. SCREEN ANALYSIS: (ll RETAINED) -APPROXIMATELY: 4 MESH = 1.3:il; 8 MESH = 24.2:il; 20 MESH ~ 74.0:il; AND 48 MESH 0.051:. SHALL BE \\IL-GRO FAIRWAY, BANDIN!, OR KELLOGG. IF NOT AVAILABLE, SHALL BE EQUAL TO. G. PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETs, or VARYING SIZES 111TH THE FOLLOIIING AVAILABLE PERCENTAGES BY \\EIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 20.0,: MIN. 10.0ll MIN. 5.0'.II MIN, SHALL BE AGRIFORM OR GRO-POIIER. IF NOT AVAILABLE, SHALL BE EQUAL TO. oH. QUEEN PALMS TO RECEIVE PALMS AND TROPICAL HUMUS FERTILIZER BY GRO· POIIER. 2.03 A. 2.04 A. 2.05 A. 2.06 A. B. C. D. E. F. G. H. I. J, K. CAPILLARY PLANTING SOIL FOR PLANTERS EXTERIOR CAPILLARY PLANTER SOIL SHALL CONTAIN A MIXTURE Of LONG FIBER SPHAGNUM PEAT MOSS, GROUND flR BARK, COMPOSTED REDlll'.)00, SAND, AND IIETTING AGENT AND A PROFESSIONAL NUTRIENT FORMULA. SOIL SHALL BE ~ THE FOLLO\\ING PHYSICAL PROPERTIES: DENSITY WT /CU. FT. DRY BA~S TOT AL POROSITY DRY BASIS BY l()LUME AIR SP ACE AT FIELD CAPACITY BY l()LUME (6' CONTAINER) AVAILABLE WATER AT FIELD CAPACITY (6' CONTAINER) PH ECO PLANTING BACKflLL FOR TREES AND SHRUBS 22.2 LBS. 81.2,: 20.2,: 35.o:i: 6.0 J.5 RATE Of APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE TOTAL SOIL YARDAGE ~ENOMENT AND CHEMICAL ADDITIVES. PLANTING BACKflLL SHALL BE A THOROOGHLY BLENDED MIXTURE Of TOPSOIL ANO SOIL AMENDMENTS AT THE FOLLO\\ING MIXTURES: SOIL AMENDMENT STOCK PILED SITE SOIL GYPSUM SULFUR (SOIL) IRON SULFA TE PRE-PLANT (1-10-10) (ALSO SEE J.04 EXTERIOR PLANTER BACKFILL). EARTH MOUNDS 1/2 C.Y. 1/2 C.Y. 5 LBS. PER/CU/YD. OF MIX 1 LBS. PER/CU/YD. OF MIX 1 LBS. PER/CU /YD. OF MIX J LBS. PER/CU/YD. Of MIX ALL SOILS FOR EARTH MOUNDS SHALL BE AS APPROVED BY THE LANDSCAPE ARCHITECT. S~PLES SHALL BE SUBMITTED BEFORE SITE DELIVERY. LANDSCAPE ARCHITECT SHALL APPROVE ALL GRADING PRIOR TO FINAL PLACEMENT OF ANY PLANT MATERIALS. PLANT MATERIALS NOMENCLATURE: SCIENTiflC AND COMMON NAM£S Of PLANTS HEREIN SPECIFIED SHALL CONFORM 111TH THE APPROVED NAMES GIVEN IN ?A CHECKLIST OF 111'.)00Y ORN~ENTAL PLANTS OF CALIFORNIA,? PUBLSHED BY THE UNIVERSITY Of CALIFORNIA, COLLEGE Of AGRICUl TURE, MANUAL 32 (1963). SEE UST Of PLANT MATERIAL ON DRA\\INGS. LABELING: EACH GROUP OF PLANT MATERIALS DELIVERED ON SITE SHALL BE CLEARLY LABELED AS TO SPECIES AND VARIETY. HOIIEVER, flNAL DETERMINATION Of PLANT SPECIES AND VARIETY \\ILL BE MADE BY THE LANDSCAPE ARCHITECT AND l\liOSE DECISION \\ILL BE FINAL ALL PATENTED PLANTS (CULTIVAR) REQUIRED BY THE PLANT UST SHALL BE DELIVERED 111TH A PROPER PLANT PATENT ATTACHED. QUALITY AND SIZE: ALL PLANTS SHALL BE \1GOROUS, OF NORMAL GROWTH, flREE FROM DISEASES, INSECTs, INSECT EGGS, ANO /OR EXCEED THE MEASUREMENTS SPECIFIED. CONTAINER STOCK: SHALL HAVE GROI\N IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TVIO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH llliEN TAKEN flROM THE CONTAINER SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES 111TH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. PRUNING: AT NO TIME SHALL THE PLANT MATERIALS BE PRUNED, TRIMMED OR TOPPED PRIOR TO DELIVERY, AND ANY ALTERATION ON THE SITE Of THEIR SHAPE SHALL BE CONDUCTED ONLY 111TH THE APPROVAL AND IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. INSPECTION OF PLANT MATERIALS: REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND 111-lEN NECESSARY HE SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS AT SITE. ON-SITE INSPECTION ~ PLANT MATERIALS: PLANTS SHALL BE SUBJ::CT TO INSPECTION AND APPROVAL OR REJ::CTION AT THE PROJ::CT SITE AT ANY TIME BEFORE OR DURING PROGRESS ~ \\ORK FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND IN..IJRIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PRO.lCT SITE IMMEDIATELY. REJ::CTION AND SUBSTITUTION: ALL PLANTS NOT CONFORMING TO lHE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, I\HElHER IN PLACE OR NOT, SHALL BE MARKED AS RE.lCTED AND BE IMMEDIATELY REMOVED FROM THE SITE Of lHE \\ORK ANO REPLACED 111TH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE THE SPECIES, VARIETY, SIZE, AGE, FLO\\£R COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRA\\1NGS. UNDER NO CONDITION \\ILL THERE BE ANY SUBSTITUTION Of PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRA\\INGS, EXCEPT 111TH THE EXPRESS \\RITTEN CONSENT ~ THE LANDSCAPE ARCHITECT. RIGHT TO CHANGES: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE THE SPECIES, VARIETY AND/OR SIZES OF PLANT MATERIAL TO BE FURNISHED, PR0\1DED THAT THE COST OF SUCH PLANT CHANGES DOES NOT EXCEED THE COST OF PLANTS IN THE ORIGINAL BIO. THE CONTRACTOR SHALL BE NOTIFIED AND CONFIRMED IN \\RITING PRIOR TO SIXTY (60) DAYS BEFORE THE PLANTING OPERATION HAS COMMENCED. CHANGES IN THE SIZE AND/OR VARIETY OF ANY PLANT TO BE FURNISHED \\HIGH INl()LVES A REDUCTION OR ADDITION IN COST SHALL BE AD..I.ISTED IN THE CONTRACT COST. ROOT CONDITION: lHE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION Of ANY SPECIES, PARTICULARLY THOSE GRO\\N ND DEFECTIVE, TO RE.lCT THE PLANTS FROM SEED, AND IF FOU REPRESENTED BY THE D EFECTIVE S~PLE. L M. SHRUB AND TREE SAMPLES: TYPICAL SAMPLES, THREE EACH Of ALL VARIETIES ANO SIZES (SHRUBS 5 GALLON ANO UNDER, TREES 15 GALLON AND UNDER) Of ALL PLANT MATERIALS SHALL BE SUBMITTED FOR INSPECTION APPROVAL AT THE SITE A MINIMUM OF FIFTEEN DAYS PRIOR TO PLANTING OPERATIONS. APPROVED SAMPLES SHALL REMAIN ON THE SITE AND SHALL BE MAINTAINED BY THE CONTRACTOR AS STANDARDS OF COMPARISON FOR PLANT MATERIALS TO BE FURNISHED. SAMPLES \\ILL BE INCORPORATED INTO THE VIORK. SPECIMEN TREE SELECTION: 1. 2. J. ONE SAMP\.E EACH Of EACH TREE VARIETY AND SIZE, AS CALLED OUT ON DRA\\INGS, 24' BOX AND LARGER SHALL BE DEUl{RED TO THE PRO.lCT SITE FOR APPROVAL PRIOR TO INSTALLATION. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE, CAN RETAIN THE SERVICES OF THE LANDSCAPE ARCHITECT TO RE\1E\¥ TREES 24' BOX SIZE OR LARGER TAGGED AT THE NURSERY ANO/OR AT ITS PLACE Of GROWTH. TESHIMA DESIGN GROUP LAND5CAPE AR.CIIlTECTURE LAND PL\NNINO 9903 BUSJNESSPARK AVB. SUITB C SAN DIEGO, CA 92J3l PH: 1858)693-8824 www.teshimadesign.com PH: (858)693-1182 " TS AT ALL TIMES SHALL BE HANDLED AND STORED PROTECTION: ALL PLAN SO THAT THEY ARE ADE BURN, AND FROM ALL 0 0\\111ER?S REPRESENTATI REJECTED, AND REMOVE PLANT STORAGE AREA S PRIOR TO THE DELIVERY APPROVED FOR PLANTING "AS-BUILT QUATELY PROTECTED FROM DRYING OUT, FROM \\IND AND IRRIGATION ONLY. THER IN..1./RY. ALL PLANTS DETERMINED BY THE DATE VE TO BE WILTED, BURNED, OR DRIED OUT, MAY BE INCLUDING PRECISE L.A. EXP. D flROM THE SITE. THE CONTRACTOR?S ON-SITE LOCATION OF PLANTING REVIEWED BY: HALL BE APPROVED BY THE Ol'INER?S REPRESENTATIVE Of ANY PLANT MATERIALS. AREAS. INSPECTOR DATE 1/8/05 SP&MS 1 (FIRST PLAN CHECK) REV. PER CllYCOMMENTS ~ CITY OF CARLSBAD SHFE TS 2/25/05 SP&MS 1 (SECOND PLAN CHECK) REV. PER CllY COMMENTS I ft~. (THIRD PLAN CHECK) REV. PERCllYCOMMENTS 6 PLANNING DEPARTMENT 4/14/05 SP. q,r!'il'/ I £'\ j ('-,-.A I -. ' ' '-:' 1=-r /' II r""'"'' ..... e ,,. ... r.n "" PLANTING SPECIFICATIONS FOR: ID LA COSTA CONDOMINIUMS LA COSTA, CALIFORNIA APPROVED ~,, S-G-os ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CT-02-28 4224L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: TOG JOB NO: 01-051.10 DATE: 11-08-04 I 2.07 GROUNDCOIU! A. GROUNDCOIU! PLANTS SHALL BE HEALTHY, 'v1GOROUS ROOTED CUTTINGS GR0\11'1 IN FLATS. 2.08 PLANTER MULCH A. PLANTER MULCH SHALL 8E SHREDDED flR TREE BARK. SHALL RANGE IN SIZE FROM 1 /2-INCH TO J/4-INCH. 2.09 STAKING MATERIAL A. TREE GUY \\IRES SHALL BE OF PLIABLE, ZINC-COATED STEEL MINIMUM GAUGE NO. 12 AND ANCHOR TO APPROPRIATE DEAD MAN. \\IRE LOOPS AT BRANCHES SHALL 8E COIU!ED BY 2-PLY REINFORCED RUBBER 1 / 4' IN DIAMETER. GUY \\IRES SHALL BE FLAGGED \\ITH 1/8-INCH DIAMETER X 4'-0" LENGTH SURGICAL l\JBING, 2.10 ROOT BARRIER A. ROOT BARRIER SHPU. BE A MULTI-YEAR ROOT CONTROL SYSTEM CONSISTING OF HERBICIDAL TIME-RELEASED NODULES PERMANENTLY ATTACHED TO A PERMEABI.E GEOTEXTILE FABRIC IIHICH \\ILL INHIBIT PLANT ROOT ENCROACHMENT. ACTII/E INGREDIENT: TRIFLURALIN (A,A,A -TRIFLUR0-2,6-DINITRO -N,IU.1:lllPROPYL -P -TOLUIDINE) !NERT INGREDIENTS 82.9i SHALL BE BIO-BARRIER -NO KNOIIN EQUPL 2.11 PRE-EMERGENT HERBICIDE A. PRE-EMERGENT HERBICIDE SHALL 8E AS DETERMINED BY THE CONTRACTOR, 2.12 IIIID CONTACT HERBICIDE A. IIEED CONTACT HERBICIDE SHALL BE AS DETERMINED BY THE CONTRACTOR. 2.1J LAIIN A. ALL LAIIN AREAS SHALL 8E SODDED \llTH MARATHON Ill DWARF FESCUE BLEND. PART 3 -EXECUTION 3.01 INSPECTION A. EXAMINE PROPOSED PLANTING AREAS AND CONDITIONS OF INSTALLATION. DO NOT START PLANTING \\ORK UNTIL UNSATISFACTORY CONDlllONS ARE CORRECTED. J.02 PREPARATION A. GENERAL: THE AREAS TO RECEIVE TREES, SHRUBS, GROUNDCOVER AND H'!1lROSEED PLANTINGS AND THEIR RESPECTII/E REQUIREMENTS FOR IMPORTED TOPSOIL, FERTILIZING , SOIL CONDtTIONING, AND OTHER TREATMENT SHALL BE AS DEFINED ON THE DRA\IINGS. EQUIPMENT NECESSARY FOR PREPARATION OF THE GROUND SURF ACE AND FOR HANDLING AND PLACING ALL REQUIRED MA TERI AL SHALL BE ON HAND IN GOOD \IORKING CONDITION. \\ORK SHALL BE PERFORMED ONLY DURING PERIODS \\HEN BENEFICIAL RESULTS CAN BE OBT.AJNED. 8. CLEARING AND GRUBBING: PRIOR TO RIPPING AND TILLAGE OPERATIONS, ALL \£GETA TION IN THE AREA TO BE PLANTED SHALL BE GRUBBED, RAl<ED, ANO CLEARED FROM THE SITE. THE GROUND SURF ACE SHALL BE CLEARED OF ALL MATERIAL IIHICH HAS ACCUMULATED DURING CONSTRUCTION ANO All MATERIAL MilCH MIGHT HINDER PROPER GRADING, TILLAGE, PLMTING AND SUBSEOOENT MAINTENANCE OPERATION. ALL GRUBBED MAltRIALS ANO DEBRIS SHALL BE LA\lf\JllY DISPOSED OF ITT THE Silt BY THE CONTRACTOR AT HIS COST. C. OBSTRUCTION BELOW GROUND: ALL SUBSURFACE ROCKS 01/ER t' IN DIAMETER ANO OTHER UNDERGROUND OOSTRUCTIONS SHALL BE REM0\£0 TO THE DEPTH NECESSARY TO PERMIT PROPER FINE GRADING, TIWNG, OR PLANTING AOCORDING TO PLANS ANO SPEClflCA TIONS. ALL ABANDONED UTILITY LINES UNCOIU!EO OR SEVERED SH,t,j_L 8E CUT BELOW GRADE AND CAPPED OR PLUGGED \\ITH CONCRETE. EXPLOSIVES SHALL NOT BE USED FOR REMOV~IIHEN THE LOCATION OF UTILITY LINES IS SHO\IIN ON THE PLANS OR HAS EN MADE KNOIIN TO THE CONTRACTOR, ALL DAMAGE TO THESE LINES SH BE REPAIRED BY THE CONTRACTOR IN A MANNER APPRO\£D BY lliE LAND ,/,PE ARCHITECT AND .AfFECTEO UTILITY. D. DEEP RIPPING: ALL AREAS (INCLUDING SLOPES) TO RECEII{ GROUNDCOl{R, SHRUBS, AND H'!1JROSEEOING SHALL BE DEEP RIPPED AND LOOSENED TO A DEPTH OF T'lfll/E (12) INCHES IN ALL DIRECTIONS. J.OJ SOIL AMENDMENTS, FERTILIZING ANO ROTOTIWNG A. B. C. o. E. F. G. J.04 A. J,05 A. 8. C. D. E. F. G. H. I. J,05 A. B. C. D. E. RATE OF APPLICATION IS FOR BIDOING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE TOTAL SOIL AMENDMENT YARDAGE. ADJUSTMENTS (PLUS OR MINUS) MAY BE NECESSARY. CONTRACTOR SHf,I_L OOTAIN AT LEAST T'liO SOIL TESTS OF ROUGH GRADE AT SITE AND SUBMIT RESULTS TO THE LANDSCAPE ARCHITECT FOR INTERPRETATION AND RECOMMENDATION. .AfTER THE AREAS HAI{ BEEN DEEP RIPPED, THE FOLLO\IING RATES OF SOIL AMENDMENT MATERIALS SHALL BE EVENLY SPREAD 01/ER ALL PLANTING AREAS AND SHALL BE lliORO~'GHLY SCARlflED TO AN Al{RAGE DEPTH OF SIX INCHES BY ROTOTILUN A MINIMUM OF TV,O AL TERNA TING PASSES. AMENDMENT MUST 8E NTINATELY BLENDED \\1111 SOIL SOIL AMENDMENT: , · 6 CUBIC YARDS PER 1,000 SQ, FT. TO A DEPTH OF 8 INCHES. GYPSUM: SOIL SULFUR: IRON SULFA TE: 120 LBS. PER 1,000 SQ. FT. 10 LBS. PER 1,000 SQ, FT. 10 LBS. PER 1,000 SQ. FT. FERTILIZER (COMMERCl,t,j_) 1-10-10 SHALL BE APPLIED AT THE RATE OF JO POUNDS PER THOUSAND SQUARE FEET AND SCARlflED INTO THE TOP 11\Q INCHES OF flNISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. THE THOROUGHNESS ANO COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF THE SOIL AMENDMENTS SHALL 8E ACCEPTABLE TO THE LANDSCAPE ARCHITECT. SLOPES 2: 1 ANO STEEPER OR AS PER THE DRA\IINGS OMIT SOIL CONDITIONER APPLICATION AND TILLING. DEEP WATER LEACHING AND SOIL TESTING: DEEP WATER LEACHING SHALL BE COMPETED AS RECOMMENDED BY A CERTiflED AGRONIMIC LABORATORY. THE FOLLO\IING PROCESS FOR DEEP WATER LEACHING IS FOR BIDDING PURPOSES ONLY. ITEM NUMBER THREE (J.) SHALL BE PERFORMED AS STATED BELOW. 1. AFTER THE TIWNG OPERATION, THE AREA SHALL BE DEEP WATER LEACHED THREE (3) TIMES OIU! A FII/E (5) DAY PERIOD. APPLY 1/2' WATER AT EACH APPLICATION. W.AJT ONE (1) DAY BETIIEEN APPUCA TIONS. 2. ONE DAY AFTER flNAL APPLICATION OF WATER, THE SOIL SHALL BE TESTED FOR CONTENT OF SOLUBLE SALTS (ELECTRIC,t,j_ CONDUCTI\1TY E.C.), LANOSCAPE ARCHITECT ANO CONTRACTOR SHALL TAl<E SEIU!AL SOIL SAl,/PlES AND DELIIU! THE SAMPLES TO A LABORATORY FOR TESTING OF SOLUBLE S,t,j_ TS. E.C. TEST READING SHALL NOT 8E ABOI{ 2.0, THE SOIL AMENDING, TILLING AND DEEP WATERING PROCEDURE SH,t,j_L BE REPEATED UNTIL TEST READINGS ARE NOT ABQI{ 2.0 3. IF SOIL TEST READING FOR A PARTICULAR AREA TESTED IS ABOvt 2.0, THE SOl AMENDING, TILLING AND DEEP WATERING PROCEDURE SHALL 8E REPEATED UNTIL TEST READINGS ARE NOT ABOI/E 2.0 CARE SH,t,j_L BE TAKEN THAT THE RATE OF APPLICATION OF WATER OOES NOT CAUSE EROSION OR SLOUGHING OF SOILS. PU. DEPRESSONS, VOIDS, EROSION SCARS AND SETTLED TRENCHES GENERA TED BY THE DEEP WA TERI NG SHALL BE FlLED \\ITH AMENDED SOIL AND BROUGHT TO FINISH GRADE. APPLY NAIAD IIETTING AGENT, SRAl()N OR EQUAL 4 oz. PER 1,000 S.F. AT THE FIRST SPRAY OF SOIL AMENDMENTs. EXTERIOR PLANTER BACKflLL BACKFILL FOR EXTERIOR PLANTERS: SHALL BE AS SPEClflED IN SECTION 2.04 . PRIOR TO BACKflLLING PLANltR, CONTRACTOR SHALL INSTf,I_L °\jONOLINK IRRIGATION SYSTEM' PER MANUFACl\JRER'S SPEClflCATIONS. flNISH GRADING flNISH GRADES SHALL BE AS INDICATED ON Cl'v1L PLAN. FlNISH GRADES SHALL BE MEASURED AFTER lliE GROUND HAS BEEN WATERED- IN AND MECHANICPU. Y COMPACTED AND SETTLED. THE FINAL GRADE SHALL BE \IITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE Cl'v1L DRA\IING. EASE TOP AND TOE OF PU. ElOSTING SLOPES. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLJNG AND ALL OTHER OPERATIONS SHALL BE LE\£LED AND FLOATED OUT BEFORE PLMTING OPERATIONS ARE INITIATED. THE ODNTRACTOR SHPU. TAl<E E\CRY PRECAUTION TO PROTECT AND Al()ID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, ANO OTHER UNDERGROUND UTILITIES DURING HIS GRADING AND CONDITIONING OPERATIONS. flNAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE \\ITH ALL SURFACE DRAINAGE AWAY FROM BUILOINGs, WALLS, 01£R MOW CURBS, AND TOWARD ROADWAYS, DRIJNS AND CATCH BASINS. flNAL GRADES SHPU. BE ACCEPTABLE TO THE LANDSCAPE ARruTECT BEFORE PLANTING OPERATIONS \\1LL BE ALLOlll:D TO BEGIN. PLMTING SURFACES SHALL BE GRADED \\ITH NO LESS THAN 2 PERCENT SURFACE SLOPE FOR POSITII{ DRAINAGE. ALL ROCK AND DEBRIS SHALL BE REMOvtD FRON PLANTING AREAS AND THEN FROM THE Silt IN ACCORDANCE \lllll THE FOLLO\IING CRITERIA, 1" DIA. IN LA\IIN AREAS, 2' DIA. IN SHRUB AREA, t' DIA. IN H'!1lROSEED AREAS. flNISH GRADE SHALL BE t' BELOW FINISH PA'v1NG SURFACE IN SHRUB AREAS. PLANTING INSTALLATION TIMING: ACl\J,t,j_ PLANTING SHPU. BE PERFORMED DURING THOSE PERIODS \\HEN 111:ATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE \\1111 LOCALLY ACCEPTABLE PRACTICE. LAYOUT OF TREES: ALL TREES (24" BOX SIZE AND LARGER) SHALL BE PLACED IN THE LANDSCAPE PER THE DIRECTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. THE TREES SHALL THEN BE MO\CO SO THAT PLANTING HOLES CAN BE EXCAVATED AND AMENDED. THE TREES SHALL THEN BE INSTALLED IN THEIR RESPECTIVE HOES AND POSITIONED IN THE HOLES PER DIRECTION OF THE LANDSCAPE ARCHITECT. LAYOUT PLANTING: LOCATIONS SHALL BE APPROl{O BY THE LANDSCAPE ARCHITECT. ALL CONTAINER PLANTS SHALL BE SET BY THE CONTRACTOR IN THEIR FINAL LOCATION IN THEIR RESPECTII/E CONTAINERS PRIOR TO DIGGING HOLES ANO/OR PLANTING. ALL PLANT LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE \llTH ElOSTING UNDERGROUND UTILITY LINES. BACKFILL FOR TREES ANO SHRUBS: SHALL BE AS SPECIFIED IN SECTION 2.03. IF ARTIFICIAL DRAINAGE IS REQUESTED, THEN DRAINS SHALL BE INSTALLED flRST, THEN BACKFILLED \\ITH SOIL DISPOSAL OF EXCESS SOIL AND DEBRIS: ALL EXCESS EXCAVATED SUBSOIL, ROCKS AND DEBRIS SHALL BE LEGALLY DISPOSED OF ITT THE SITE BY THE CONTRACTOR AT HIS COST OR UTILIZED ON THE SITE AS DIRECltD BY AND AT THE OPTION OF THE LANDSCAPE ARCHITECT. ' J.07 PLANTING TREES, SHRUBS AND \1NES A. B. C. D. E. F. G. H. I. J. K. L M. J.08 A. 8. C. D. E. SOIL MOISTURE LEVEL PRIOR TO PLANTING SHALL BE NO LESS THAN HORTICULl\JRALLY ACCEPTABLE. THE CONTRACTOR SHALL REOOEST APPROVAL OF MOISTURE, AND IF FOUND TO BE INSUFFICIENT FOR PLANTING, THE PLANTING PITS SHALL BE flLLED \\ITH WATER AND ALLOl\£0 TO DRAIN BEFORE ST AR TING ANY PLANTING OPERATIONS. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES \llTH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON ORA\\INCS. HOLES SHALL BE IN ALL CASES LARGE ENOUGH TO PERMIT HANDLING AND PLANTING \llTHOUT INJJRY OR BREAl<AGE OF ROOT BALLS OR ROOTS. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED \llTHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TD BE TRUCKED OvtR AND UPON \\filCH SOIL IS TO BE TEMPORARILY ST ACK ED PENDING ITS RE-USE FOR THE flLLING OF HOLES, PITS AND BEDS. PLANTS SHALL BE REMOI/ED FROM CONTAINERS IN SUCH A MANNER THAT THE BALL OF EARTH SURROUNDING THE ROOTS IS NOT BROKEN, AND THEY SHALL BE PLANTED AND WATERED IMMEDIATELY AFTER THE REMOVAL FROM THE CONTAINERS. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS 111TH THE HERETOFORE SPECIFIED Al,/ENDMENTS AND SOIL PLANTING BACKflLL. BACKFILL SHALL BE PLACED AT THE BOTTOM OF EACH HOLE AND THOROUGHLY WATERED AND COMPACTED TO A DEPTH SO THAT 'M-IEN A PLANT IS PLACED IN THE HOLE, ITS ROOT CR0\11'1 IS SLIGHTLY ABOI/E THE ESTABLISHED FINAL GRADE, AND UNLESS OTHER\\ISE NOTED SHALL BE RAISED OR REPLACED AS DIRECTED BY THE LANDSCAPE ARCHITECT. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE AT THE FOLLOI\ING RATES AND PER THE MANUFACl\JRER'S RECOMMENDATIONS.; 1 -5 GRAN TABLET PER INDl\1DUAL LINER AND FLAT SIZE PLANT. 1 -21 GRAM TABLET PER GALLON CONTAINER. 3 -21 GRAM TABLETS PER 5 GALLON CONTAINER. 4 -21 GRAM TABLET PER 15 GALLON CONTAINER. 1 -21 GRAM TABI.ET PER EACH 4 INCHES OF BOX SIZE. RANDOM TESTING TO 1/ERIFY PLANTING TABLET INSTALLATION SHALL BE CONDUCTED BY THE LANDSCAPE ARCHITECT. NO PLANT \IILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING, OR AFTER THE PROCESS OF INSTALLATION. ALL PLANTS SHALL 8E THOROUGHLY WATERED TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. GU\1NG: ALL TREES AND OTHER PLANTS INDICATED ON THE PLANS SHALL BE GU'!£D AS DETAILED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED \\!-IICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS AND 'v1NES. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUSS, AND 'v1NES \\HEN NECESSARY TO PRO'v1DE THE SPECIFIED OR APPROVED ST AND ARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. CUTS OVER 3/4-INCH IN DIAMETER SHALL BE PAINTED 111TH AN APPROVED TREE SEALANT. ALL TREES 2♦" BOX ANO LARGER SHAI.L BE SPOTTED. PLANTING GROUNDCOI/ER GROUNDCOI/ERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE PLANS AND SHALL BE FREE OF SURFACE ROCK O\£R 2" IN IJIAMETER AND DEBRIS. IF THE TOP FOUR (4) INCHES OF SOIL IN THE AREA TD BE PLANTED IN GROUNDCO\£R IS NOT SUFFIOENl\.Y MOIST (HORTICULTURALLY ACCEPTABLE STANDARDS), THE AREA SHALL BE THOROUGHLY IRRIGATED AND NO LESS THAN TVflVE HOURS SHALL PASS BEFORE PLANTING. GROUNDCOVER PLANTS SHALL BE GR0\11'1 IN FLATS. VARIETY INDICATED ON THE Pl.MT UST. FLAT GROIIN PLANTS (ROOTED CUTTINGS) SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. THE FLATS SOIL SHALL OONTAIN SUFFICIENT MOISTURE SO THAT IT \llLL NOT FALL APART \\fiEN LIFTING lliE PLMTs. Pl.ANTS SHALL BE PROltCltD AT ALL TIMES TO PREvtNT DR'IING OF THE ROOT BALL GROUNDCOVERS SHALL BE PLMTED IN STAGGERED, RANDOM ROWS MO E\CNLY SPACED UNLESS OTHERI\ISE NOltD AND AT INTERVf,I_S CALLED OUT IN THE DRA\IINGS. THE SIZE OF PLANTING EXCAVATION FOR GROUNDCOIU! SHALL BE AT LEAST T\llCE THE DEPTH OF THE ROOT BALL F. EACH Pl.MT SHALL 8E PLANTED IN A MANNER THAT \llLL ENSURE MINIMUM DISTURBANCE OF THE RCOT SYSTEM, BUT IN NO CASE SHALL THIS DEPTH BE LESS lliAN TWO NOOES. EACH GROUNDCOvtR PLANT SHALL BE PLANTED WTH ONE 5 GRAM PLMTING TABLET INCORPORATED INTO lliE ROOT ZONE. PLANTING AREA SHAll BE HAND-SMOOTHED AFTER PLMTING TO PR0\1DE AN E\£N MO SMOOTH FINAL flNISHED GRADE. TO AVOID DR\1NG OUT GROUNDCOvtR, Pl.MTS MUST 8E IRRIGAltO .AfTER PLANTING. THIS MAY BE DONE MANUALLY OR BY USING THE INST.AJilll IRRIGATION SYSltM. REPEAltO APPLICATIONS MAY BE REQUIRED, ESPECIALLY ON A SLOPING Silt. THIS INITIAL IRRIGATION SHALL CONTINUE UNTl A ZONE AT LEAST T\\ICE THE DEPlN OF EACH HOLE IS THOROOGHLY MOISTENED. J.09 POST FERTILIZATION A. 8. C. D. TREES -POST FERTILIZATION SHPU. OCCUR AT 100 DAY INTERV.AJS AFTER PLANTING. BORE HOLES AROUND ORIPUNE (VARIOUS DEPTHS) AND ~PLY FERTILIZER AT THE RATE OF 1 LB. PER 1' CALIPER IN HOLES. FERTILIZER SHALL 8E \\1L-GRO (14-7-J), FAIRWAY, BANDINI, OR KELLOGG. IF NOT AVAILABLE, SHALL BE EQUAL TO. SHRUBS -POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 1 TEASPOON PER EACH 1 GALLON PLANT AND 1 TABLESPOON PER 5 GALLON PLANT. FERTILIZER SHALL BE (14-7-J) I\IL-GRO, FAIRWAY, BANDINI, OR KELLOGG. IF NOT AVAILABLE, SHALL BE EQUAL TO. GROUNDCOVER AND LAIIN AREAS -POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 7 LB./1,000 S.f. FERTILIZER SHALL BE (14-7-J) 111L-GRO, FAIRWAY, BANDINI, OR KELLOGG. IF NOT AVAILABLE, SHALL 8E EQUAL TO. ALL PLANTED AREAS SHALL RECEIVE SARVON, NAIAD IIETTING AGENT OR APPROVED EQUAL, 4 Ol PER 1,00D S.F. 45 DAYS AFTER THE START OF THE MAINTENANCE PERIOD. J.10 GENERAL MAINTENANCE ANO ESTABLISHMENT PERIOD A. 8. C. D. E. F. G. H. GENERAL: MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL BE KEPT IN A HEALTHY, GR0\\1NG CONDITION BY WATERING, FERTILIZING, PRUNING, SPRA \1NG, IIEEDING ANO ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE. ALL AREAS SHALL BE KEPT FREE OF IIEEDS AND NOXIOUS GRASSES AND CLEAN AND FREE OF ROCKS, CLODS, AND DEBRIS. ALL PA 'v1NG AND WALKS SHALL 8E KEPT CLEAR, CLEAN AND WASHED 001\N. EST ABLJSHMENT PERIOD: TREES, SHRUBS, 'v1NES AND GROUND COIU!S - THE ESTABLISHMENT PERIOD SHALL BEGIN ON THE DATE THAT THE LANDSCAPE ARCHITECT INSPECTS AND GIVES \\RITTEN PRO'v1S10NAL ACCEPTANCE OF THE \\ORK AND SHALL BE NINETY (90) CALENDAR DAYs. THE ESTABLISHMENT PERIOD MAY BE EXTENDED OR SHORTENED AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. MAINTENANCE OPERATIONS: PLANTS SHALL BE KEPT IN A HEALTHY, GRO\IING CONDITION BY WATERING, PRUNING, MO\IING, RESEEDING, ROLLING, RESODOING, TRIMMING, EDGING, FERTILIZING, RESTAKING, PEST CONTROL, SPRA'IING, IIEEDING AND ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE. PLANTING BEDS SHALL BE KEPT FREE OF \\!IDS, GRASS AND OTHER UNDESIRED vtGETATII/E GROWTH, AND LA\11'1 AREAS SHALL BE KEPT FREE FROM ALL 11£EDS. OURING THE SPECIFIED MAINTENANCE PERIOD, ALL PLANTS THAT ARE DEAD OR SEVERELY DISTRESSED SHALL BE REPLACED IMMEDIATELY. ALL SEASONAL COLOR, ANNUALS OR PERENNIALS SHALL BE MAINTAINED IN A 'v1GOROUS, HEAL THY CONDtTION THROUGH THE MAINTENANCE PERIOD. EXTENDED MAINTENANCE: \\liEN, IN THE OPINION OF THE LANDSCAPE ARCHITECT, THERE IS IMPROPER MAINTENANCE, POOR OR UNHEALTHY CONDITION OF PLANT MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDtTIONAL MAINTENANCE OF THE \\ORK AT NO ADDITIONAL COST TO THE CONTRACT UNTIL ALL THE WORK IS ACCEPTABLE. PROTECTION: THE CONTRACTOR SHALL 8E RESPONSIBLE FOR PRO'v1DING ADEQUATE PROTECTION OF ALL PLANTING AREAS AGAINST TRAFflC OR OTHER USE BY ERECTING FENCING OR OTHER ACCEPTABLE MEANS IMMEDIATELY AFTER THE PLANTING IS COMPLETED. WARNING SIGNS AND BARRICADES SHALL BE PLACED IN VARIOUS HIGH-TRAFFIC AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. 11£EDING AND CULTIVATING: ALL TREE, SHRUB, GROUNDCOVER AND HYOROSEEDED AREAS SHALL BE KEPT FREE OF DEBRIS AND 111:EDS. GROUNDCOVER AND SHRUB AREAS SHALL 8E CULTIVATED AT INTERVALS OF NOT MORE THAN FOURTEEN (14) DAYS MINIMUM. REPLACEMENT: DURING THE MAINTENANCE PERIOD, PLANTS IIHICH DIE OR l\lllCH ARE IN AN UNHEALTHY OR BADLY IMP AIRED OONDlllON SHALL BE REPLACED BY THE CONTRACTOR \\ITHIN FOURTEEN (14) DAYS AFTER UNSATISFACTORY CONDITION IS E'v1DENT. NO REPLACEMENT OF PLANTINGS SHALL BE MADE IN ANY SEASON DEFINITELY UNFAVORABLE FOR PLANTING. AT THE CONCLUSION OF THE MAINTENANCE PERIOD, THE LANDSCAPE ARCHITECT I\ILL MAKE AN INSPECTION OF THE \\ORK TO DETERMINE THE CONDITION OF ALL PLANTS. ALL UNHEALTHY PLANTS SHALL BE REMOI/ED FROM THE SITE AND REPLACED \\ITH PLANTS OF THE SAME KINDS AND SIZES AS ORIGINALLY SPECIFIED. SUCH REPLACEMENT SHALL 8E MADE IN THE SAME MANNER AS SPECIFIED FOR THE ORIGINAL PLANTING AND AT NO EXTRA COST TO THE 01\NER. ACCEPTANCE: AT THE CONCLUSION OF THE MAINTENANCE PERIOD, AN INSPECTION SHALL BE MADE BY THE LANDSCAPE ARCHITECT, UPON \\RITTEN NOTICE REQUESTING INSPECTION BEFORE ACCEPTANCE. MAINTENANCE PERIOD SHALL CONTINUE UNTIL ALL DEFICIENCIES ARE CORRECTED. ... - TESHIMA DESIGN GROUP 1ANCOCAP8 ARCHlTECTURB lAND Pl.ANNINO ml 13USJNmm>ARK. AVB. SUJI'B C SAN DIEGO, C'A 92131 PH: (858)693-8824 www.teshimodesign.com PH: (858)693-1182 " APPROVED FOR PLANTING IRRIGATION ONLY. AND "AS-BUILT INCLUDING PRECISE LOCATION AREAS. OF PLANTING L.A. __ _ REVIEWED BY: INSPECTOR EXP. ___ _ DATE DATE 1/8/05 SP&MS 1 (FIRST PLAN CHECK) REV. PER CITY COMMENTS uTI 2/25/05 SP&MS \> (SECONDPLANCHECK)REVPERCITYCOMMENTS 7 CITY OF CARLSBAD 1-'4=-/=1 4"'1o=s--1-=-sp==-.i.:s13=(T:.::H:.:IR-=-Dc:P=-LA'--N=CHC.:E:CC:.::K)-=-R2EV-=. P_:_E_:_R.:::C_:_ITY=C'-'OM:_:M::_E_:::N_:::T:_:S:,.c__+---+----1---+-----I PLANNING DEPARTMENT t'1'~115~/l~l 1l2 .<~,Ltnro~>~TAtLje~HiefilefJrt~NV~M'e~E~:e;5R-CQJi~·~~EL1:==j==1,.~-•!"'·~"t"~\.j DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Pl.ANTING SPECIF/CA T/ONS FOR: t9. LA COSTA CONDOMINIUMS LA COSTA, CALIFORNIA APPROVED l ---y/ -~~1~-/~~L_ ___ 0--G·Q£ ASSISTANT PLANNING DIRECTOR DWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVWD BY: CT-02-28 DATE DRAWING NO. 4224L TOG JOB NO: 01-051.10 DATE: 11-08-04 I i I I I I I WOOD FE NCE (5'-6'" HI GH). 5EE DETAIL I. \\ • .,:..u~t.:AP ~ 11 ~ SEE SHEET 19 FOR DETAILS 1/8/05 2/25/05 4/14/05 9/15/11 SYMBOL ~ I .I j I I I I I I r--1 ..,., I "" \ LEGEND DESCRIPTION SOUND WA Wall is com LL (5'-6" HIGH) prised of Oreo . Split Face Block (3' H" h) ig and GI ass Top (2'-6" High). SOUND WALL (5'-6' HIGH} TUBULA A STEEL FENCE (5'-6' HIGH) TUBULA R STEEL (3' WIDE) WOODF ENCE (5'-6" HIGH) WOOD GATE (3' WIDE) I I APPROVED F 30 , ~o· tN~LJ§~gATlg~ '.:;~L~TING SCALE: J"-, LOCATION PRCCISE . I "AS BUILT " L.A. EXP. - A (THIRD PLAN HECK) REV. PER Cl ENTS CONSTRUCTION C CHECK) REV. PER CITY~ COMMENTS HANGE. ADD FENCING OMMENTS PLAN AND DETAILS ~'"' , '"'"'= -30 AREAS OF PLANTING SP&MS CHECK) REV ' SP (SECOND PLAN C . PER CITY COMM 0 I REVIEWED BY· INSPECTOR 1,,,,,.// /fL CITY OF PLANNING CARLSBAD FENCE PLAN DEPARTMENT FOR· LA COSTA C LA COSTA ~DOMINIUMS APPROVED ' ALIFORNIA PLANNING (1..,.J._( (a-, f:]-\_;,ft DWN BY· DATE DATE /E:i -1-z--h DATE DATE INITIAL REVISION - DATE INITIAL DATE INITIAL CITY APPROVAL CHKD BY·--I PROJECT NO CT 02 28 I DRAWING NO. 4224L ENGINEER Of WORK DESCRIPTION OTI-iER APPROVAL RVWD Bi TDG JOB NO. 01-051.10 DATE· 1 ,0 . --., -08 - I <t --8' to ct of next post -,f I G) @ I I <t ~ 7 ----------8''---;;:1::----------,rf~8' to ct of next post-~ WOOD FENCE 1" 1" ELEVATION SECTION CD @ ® © 2 x 4 TOP AND BOTTOM RAILS. 1 x6SLATS. FINISHED GRADE. CONCRETE FOOTING. SLOPE 1 % FROM POST FOR DRAINAGE. 12" x 18" DEEP FOR LINE POSTS. 12" x 24" DEEP FOR CORNER AND GATE POSTS. 4" x 4" WOOD POSTS. 1 x 3 NAILER. ON BOTH SIDES. (j) WOOD GATE WITH LATCH AND PIVOT HINGES. NOTE: All wood shall be S4S Cedar or Douglass fir. G) CMU CAP AS MANUFATURED BY ORCO (2" THICK) @ CONCRETE FOOTING WITH #4 BAR CONTINUOUS. FOOTING SHALL BE PER ORCO WALL SYSTEM DETAIL. @ #3 BARS HORIZ. IN BOND BEAM @ 24" O.C. © #4 BARS VERTICAL@ 24" O.C. SOLID GROUT ALL CELLS. @ FINISH GRADE. @ 6X8X16 SPLIT FACE BLOCK AS MANUF, BY ORCO. COLOR AND FINISH TO MATCH EXISTING RETAINING WALLS. NOTE: ORCO WALL SYSTEM DETAILS FOR ALL REBAR AND FOOTING SPECIFICATIONS SOLID BLOCK SOUND WALL ----------. -·-·-·-·-- DETAIL SCALE 1" = 1'-0" SCALE 1/2" = 1'-0" SCALE 1/2" = 1'-0" l of fence post I 2 1v 8' 1 <-, 8' O" to (i! next post 1 I ~ /D I 3 ~i' i ' ~ - I of fe~ce post ~ I I I 7 I I I I I I I I I I ) j I ' '" - Y< --.<1/:;/ -~-·.• -;i 7 ~I ~ ,, ~~"'. :; ~ ~ ~i" " ...: u "' • ,. :,;;-, .)' z: ' , ;,; 1/, " ::-; ::-;;-; '~ ·: , • ·iv :.- ' ' ~ • ' G) 1-1/2" x 1-1/2" TUBULAR STEEL TOP AND BOTTOM RAILS. @ 4" SQUARE TUBULAR STEEL CORNER, TERMINAL AND GATE POSTS WITH CAPS. @ 5/8" SQUARE PICKETS@ 4" O.C. @ FINISHED GRADE @CONCRETE FOOTING-SLOPE TOP 1% FOR DRAINAGE. 12" x 18" DEEP FOR LINE POSTS. 12" x24" DEEP FOR CORNER AND GATE POSTS. @ 2" SQUARE TUBULAR STEEL LINE POSTS WITH SQUARE CAPS. (J) PIVOT HINGES WITH SELF-CLOSING MECHANISM. @ LATCH WITH SELF-LATCHING MECHANISM. (BEHIND) NOTES: I • : .•. ' , °¼ . : . "0-)\');.W' 6 =' · -• 4 ~h• -✓~. 1/ • . 5 ALL METAL SHALL RECEIVE TWO (2) COATS OF "RUSTOLEUM" FLAT BLACK PRIMER FACTORY APPLIED. ® ~,, -~~/ 5 ELEVATION 1/8/05 SP&MS 1 2/25/05 SP&MS 4/14/05 SP TUBULAR STEEL FENCE AND GATE SECTION G) CMU CAP AS MANUFATURED BY ORCO (2" THICK) @ CONCRETE FOOTING WITH #4 BAR CONTINUOUS. FOOTING SHALL BE PER ORCO WALL SYSTEM DETAIL. @ #3 BARS HORIZ. IN BOND BEAM @ 24" O.C. © #4 BARS VERTICAL@ 24" O.C. SOLID GROUT ALL CELLS. @ FINISH GRADE. @ 6X8X16 SPLIT FACE BLOCK AS MANUF, BY ORCO. COLOR AND FINISH TO MATCH EXISTING RETAINING WALLS. (j) PLATE GLASS ( 3/8" THICK MIN.}FRAMING AND POST SPACING SHALL BE BY MANUFACTURER'S SPECIFICATIONS. NOTE: ORCO WALL SYSTEM DETAILS FOR ALL REBAR AND FOOTING SPECIFICATIONS SOUND WALL WITH GLASS TOP • t-11. ,c "AS-BUILT ~1t~-tfo' . APPROVED FOR PLANTING ii,,_ ~ , ~ :j ., 1.~ •~-. AND IRRIGATION ONLY. ~ ato, f ~ INCLUDING PRECISE L.A. EXP. ~ -~,*, ~ ~h ~l LOCATION OF PLANTING REVIEWED BY: fl'£ ()• ~!, 1'~ AREAS. INSPECTOR SCALE 1/2" = 1'-0' SCALE 1/2" = 1'-0' " DATE DATE (FIRST PLAN CHECK) REV. PER Cl'TY COMMENTS w CT[] CITY OF CARLSBAD (SECONO PLAN CHECK) REV. PER Cl'TY COMMENTS 9 9 (THIRD PLAN CHECK) REV. PER Cl'TY COMMENTS Pl.ANNING DEPARTMENT 9/15/11 ~ CONSTRUCTION CHANGE. ADD FENCING PLAN AND DETAILS •-.,1-11 ., ... FENCE DETAILS FOR: LA COSTA CONDOMINIUMS · LA COSTA, CALIFORNIA APPROVED n~ ~-~i, . .,.-+r /6., Z...-1\ PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INIT!J\L DATE INITIAL DATE INITIAL CHKD BY: CT-02-28 4224L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: TDG JOB NO: 01-0~1.10 DATE: 1 -30-08 _c N N I -t. ' - -..0