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HomeMy WebLinkAboutDWG 485-6L; PIP 87-03; 6359 PASEO DEL LAGO; 01-11INSPECTION PROCEDURES 'I. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY. B. PIPE IDENTIFICATION C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKING, INCLUDING PROPER QUICK COUPLERS. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN B. CONTROLLER STICKERS. C. TAGGING OF VALVES D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. L COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION THAT WILL COVER A -I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. AS-BUILT PLAN REQUIREMENTS CONTRACTOR SHALL PREPARE AS-BUILT "RECORD DRAWINGS" IN ACCORDANCE WITH SPECIFICATION SECTION 02811, PART 1 09 A, lf!DICATING ALL CHANGES IN THE WORK WHICH CONSTITUTE DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. THESE DRAWINGS SHALL BE TURNED OVER TO THE LANDSCAPE ARCHITECT AT THE COMPLETION OF THE LANDSCAPE INSTALLATION. FINAL AS-BUILT PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT, BASED ON THE INFORMATION PROVIDED BY THE CONTRACTOR, AND DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL PLANS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. NOTE: FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY PLANNING DEPARTMENT AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED BY THE CITY PRIOR TO SECURITIES RELEASE. SPECIAL NOTES A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. 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 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 AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". FOR APPROVED BACKFLOW TESTERS, CALL (760) 438-2722, THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE AND BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. NOTE PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. 6359 PASEO DEL LAGO SHELL BUILDING FIRE REPAIRS BIXBY LANO COMt'ANi' 2211 Michelson Drive Suite 500 Irvine, CA 92612 949.336.7000 www.bixbyland.com Carlsbad, California . ' ' ,l',~}YQ. (' -J'· ' Pa!ornar Oaks Way ' , ,\,;' ,:.;:<'M.1,1, ~-~,9 ' ' PROJEC~ SITE Paseo de! Lago POINSETTIA LANE ~ "~:~:::~~'a _-7'1'~~,' ,' •,1. ,, N VICINITY MAP SCALE: NOT TO SCALE EB "AS-BUIL r 8841 RESEARCH OR L.A. EXP. SUITE ZOO REVIEWED BY: IR'IINE • CA 92618 949.387.1323 RIDGELA.COM INSPECTOR DATE DATE SHEET INDEX SHEET TITLE SHEET NUMBER TITLE SHEET 1 IRRIGATION PLAN 2 IRRIGATION LEGEND & NOTES 3 IRRIGATION NOTES & CALCS 4 IRRIGATION DETAILS 5 -6 PLANTING PLAN 7 PLANTING DETAILS 8 SPECIFICATIONS 9 -11 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REV!EVV ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: RIDGE, LAND R.LA 112809 FIRM NAME AND ADDRESS: TELEPHONE NUMBER: REGISTRATION NUMBER: EXPIRATION DATE: OWNER NAME AND ADDRESS: TELEPHONE NUMBER: DATE i/(t--/r, ---,,------- RIDGE LANDSCAPE ARCHITECTS 8841 RESEARCH DRIVE, SUITE 200 IRVINE, CA 92618 (949) 327-'1323 2809 MAY 31, 2015 BIXBY LAND COMPANY 2211 MICHELSON DRIVE, SUITE 500 IRVINE, CA 92612 (949) 336-7000 WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATION. HAVE PREPARED THESE PLANS IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. HF.VISIONS MUST BF 1-\PPROVED BY PUBl.JG HE/1LTH ENGINEER. 1-\S.'~T. PI..AM~JlNC DIRECTOF~ 1-\t-JD DISTRICT ENGiNEER PF<IOF< TO !Mi-'LEMENTATION IN FIELD CITY OF CARLSBAD PLANNING DIVISION DATE BY DESCRIPTION APP'O REVISIONS TITLE SHEET 6359 PASEO DEL LAGO SHELL B UlLDING F'lRE REPAIRS CARLSBAD, CALIFORNIA 82011 APPROVED r~ -lr, ~)-0--/t -Z·l-'/.f,;- PLANNING DATE DWN BY PROJECT NO. 11 DRAWINGI NO. RS CHKD BY PIP 87-03 485-6L FIELD BY DJ EXISTING P.O.C. NOTES P.O.C. NOTE #1: POINT OF CONNECTION SHALL BE DOWNSTREAM OF EXISTING 1-1/2" IRRIGATION METER. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION. SHOULD BACKFLOW DEVICE BE INOPERABLE QR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. Domestic Water Irrigation Meter Information ADDRESS: 6359 PASEO DEL LAGO CARLSBAD , CA. METER SIZE STATIC PRESSURE SYSTEM DESIGN PRESSURE MAXIMUM SYSTEM DEMAND REVISED LANDSCAPE AREA MAXIMUM APPLIED WATER ALLOWANCE (MAWA) ESTIMATED APPLIED WATER USE PROPERTY LINE, TYP.----.. .. (EAWU) ' .. \! I / __ / ,-/ /,-,/ ';>" ' / ' I WATER PURVEYOR: CITY OF CARLSBAD PH.# (760) 602-2748 1·1/2" 75 PSI. 57 PSI. 34GPM 14,405 SQ FT 275,078 GAU YR. 229,157 GAU YR. PR0;~;;;7 LINE, TYP. 0 CONTROLLER NOTES [I] CONTROLLER NOTE #2: EXISTING CONTROLLER LOCATED IN THIS APPROXIMATE LOCATION SHALL BE UTILIZED FOR EXISTING AND PROPOSED. VALVE NUMBERS SHOWN SHALL BE ADJUSTED AS REQUIRED TO UTILIZE THE AVAILABLE OPEN CONTROLLER STATIONS. CONTRACTOR SHALL VERIFY QUANTITY OF OPEN STATIONS OF CONTROLLER PRIOR TO BIDDING ANO PRIOR TO COMMENCING WORK. SHOULD SAID CONTROLLER NOT CONTAIN ADEQUATE OPEN STATIONS, CONTRACTOR SHALL PROVIDE A NEW OWNER APPROVED "ET" BASED WEATHERMATIC SMART CONTROLLER TO REPLACE THE EXISTING CONTROLLER. CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING OF NEW IRRIGATION CONTROL WIRES TO EXISTING CONTROLLER LOCATION AND MAKING ALL NECESSARY CONNECTIONS FOR PROPER OPERATION. CONTRACTOR SHALL PROVIDE SLEEVING BELOW ALL PAVING BETWEEN EXISTING PLANTERS AND BELOW EXISTING WALKS AS REQUIRED TO ROUTE CONTROL WIRES TO EXISTING CONTROLLER. VERIFY ALL CONDITIONS AND LAYOUT IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. A RAIN SHUT-OFF DEVICE SHALL BE INCLUDED IN THE IRRIGATION SYSTEM AFFECTING ALL STATIONS. .. ,,,,;x'.':'•,1~~;, '\I MAIN LINE 18" BEHIND CURB (TYP) 28 ~ ') ' 1.5" 2300' '\ \ '\'', \, ·, \\ ', METER LOCATION REFER TOP O.C. NOTE (#1)ABOVE RIGHT PROPERTY LINE/ R.O.W. LINE 0 PROPERTY 0 LINE, TYP.),/ ·· l\ll 9 ,/1----1 © ,· 34 / IRRIGATION CONSTRUCTION NOTES TRENCHING IN VICINITY OF EXISTING TREES WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIOMS. THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. REMOVAL AND DISPOSAL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVE'.O AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGA1/0N TO BE PROTECTED IN PLACE. BUILDING IRRIGATION OFFSET NOTE: ALL IRRIGATION (SPRAY OR DRIP) ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER/ OVERSPRAY ONTO BUILDING OR WINDOWS. PERIMETER IRRIGATION NOTE: ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION • NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE WITH NO PONDING, RUNOFF, OR OVER-SPRAY IN ALL AREAS. SYSTEM LAYOUT SHALL APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND COMMENCING WORK. LATERAL LINE CONNECTION NOTE: CONTRACTOR SHALL CONNECT THE NEW PROPOSED LATERAL LINE TO THE EXISTING ADJACENT SPRAY SYSTEM LATERAL LINE LOCATED IN THIS APPROXIMATE LOCATION. VERIFY ACTUAL EXISTING SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. EXISTING MAINLINE AND WIRE SLEEVE NOTE: CONTRACTOR SHALL VERIFY IN FIELD EXACT LOCATION OF EXISTING MAINLINE.LATERAL LINES, AND CONTROL WIRE SLEEVES IF REQUIRED, CONTRACTOR SHALL SAWCUT PAVING AND INSTALL NEW CONTROL WIRES PLACED IN NEW WIRE SLEEVES FOR CONNECTION TO EXISTING CONTROLLER. BACKFILL WITH SLURRY MIX AND PATCH TO MATCH EXISTING. .., -~ ;..c.. ;: . . ·,,,,"<:t , ,, 0 PAVING OFFSET NOTE: SPRAY HEADS ADJACENT TO PAVING SHALL BE INSTALLED 24" INCHES FROM ANY NON-PERMEABLE SURFACE TO AVOID ANY OVER-SPRAY, PER STATE AB1881. 20 2000' I j , --------' ' ' 10 20 40 60 SCALE AND NORTH "'\ -, ' ~ .. ., ' 3 .,, ' . , '• 1.5" BIXBY A N' n -r Q M P _A N Y 2211 Michelson Drive Suite 500 Irvine, CA 92612 949,336.7000 www.bixbyland.com & 6359 PASEO DEL LAGO 2'2'2'2' 6' ,,--/~;/\-,; -,-;-0-. , __ ;,___, I i M~ 8 800' 7 700' h: ,,, . )" > !:?' ' CONTROLLER LOCATION ~(' s J. 11,t> REFER TO CONTROLLER NOTE (#2) ABOVE RIGHT IRRIGATION CONTROLLER SHOWN WITHIN BUILDING FOR DRAWING CLARITY ONLY, VERIFY EXACT LOCATION IN FIELD ,,/ _// ,,/ _,/ / / "AS-BUILr \Rl!JJV/,gtc./ ' \-•~w i, 1 I ,-.~ i I 04/07 /15 DATE Ii! J,ILL'b-,~e,-L 8841 RESEARCH OR SUITE 200 L.A. #2809 EXP. 05/31/15 IRVINE· CA 92618 949. 387.1323 RIDGELA.COM REVIEWED BY: . I"- i I : IRRIGATION VALVE CALLOUT 1~-----VALVE NUMBER (5\ 2 -GP.M. ~ 200' -APPROXIMATE LINEAR I FOOTAGE OF DRIP TUBING ~-----VALVE SIZE IRRIGATION NOTE CALLOUT ~IRRIGATION CONSTRUCTION (J) CALLOUT NUMBER. ,...c:;-P.O.C. AND CONTRO. LLER L...:!.J CALLOUT NUMBER AS-BUILT ] ,~-J THESE PROJECT DOCUMENTS ARE DEVELOPED BASED UPON INFORMATION PROVIDED BY THE LANDSCAPE CONTRACTOR, AND ARE NOT CONTRACT DOCUMENTS. RLA MAKES NO REPRESENTATIONS CONCERNING THE ACCURACY OF THE DOCUMENTS AND ARE NOT RESPONSIBLE FOR ANY DISCREPANCIES BETWEEN PROJECT DOCUMENTS AND THE EXISTING CONDITIONS. FOR IRRIGATION LEGEND AND CALCULATIONS -SEE SHEET 3 FOR IRRIGATION NOTES -SEE SHEET 4 FOR IRRIGATION DETAILS -SEE SHEETS 5 -6 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 9 -11 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. - APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION AS-BUil T IRRIGATION PLAN 6359 PASEO DEL LAGO SHELL BUILDING FIRE REPAIRS CARLSBAD, CALIFORNIA 92011 DATE BY DESCRIPTION APP'D. OWN ay >--~~------------------~---11 CHKC py __ R_S __ PROJECT NO. 11 DRA-NO. 485-6L REVISIONS FIELD PfP 87-03 1-_J =i C:, ' Cf,J <( CONTROLLER SCHEDULING NOTE: THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. MULTIPLE CYCLES MAY BE REQUIRED TO MINIMIZE PONDING AND RUNOFF ONTO NON-IRRIGATED AREAS. SEASONAL IRRIGATION SCHEDULE Project Nome: Pa::;e-o Del Lago I Cycles Per Day: Meter Number: #1 Controller letter: "A" Oay:;. Per Week: Evaeotrameiration Rates: Irrigation Efficienc~ (%); Eto Historical: 47.00 Rotors: Winier Spring Summer fa II Spray Heads: Eto Per Day 0.0? o.i. 0.22 0.13 Bubbler Heads: Eto Per Season 6.8 12.8 17 .2 10.2 Drip Line: Drip Emitter: Run Times (Minutes per Doy) = (60 X Elo x Pf)+ (PR x IE] x (RD] S (CJ stream Rotary: Eto = Daily Evapotranspiration Rede-Micro Sprt:ty IE = Irrigation Efficiency PR= Precipilotion Role (Inches per Hour) Preci12itction Rafe (in/hr) RD= Run days (Seasonal Total] Rotors: C = Cycles per Day Sprny H-eads: Pf= Plant Fae-tor (Kc) Bubbler Heach: £0 = Conversion to minutes Drip line-: Valve Quan lily 3 7 Total Valve:; Drip emitter: Stream Rotary: Micro Spray: Planting Irrigation Kc PR IE Winter Spring Summer fa 11 Type (Dec, Jon, feb)(Mar, Apr, Moy)(Jun, Jul, Aug] (Sep, Oct, Nov) Shrub Sproy 0.40 1.60 0.7 l 2 3 5 Shrub Drip !.ine 0.40 0.73 0,90 s • e 10 Total Hour Run Times@ O Days Per Week 0.5 0.9 1.1 lrrlgatioo Pressure Calcvlolioo Meter No: HG L: 375 fJ Elevation of Meler: 200 FT static Water Pre::.sure PSI: 71., psi Valve No: Vo Ive Demand Maximum System Demand Ele-valion Change P.O.C. to Highe::.t Head: r--- I I +- 91--...-- 10L.__.,..-, (J) ETC·Ll ,., 1 Losse-:.: 1-1/2'' WaterMeter 2" Service line 1 • 1 /2" RP .6 ackf low De-vie e Isolation Valves 1-1/2" R.C.V. 150 Feet of 2" Mciinline Cl 315 Fitting Los::. to% Loterol Line Los:; 10% LOSS to Highe:t Head Head Operating Pres:.ure: Total Pressvre Requifed: Static Pre:i:sure Avoilable: Rezidval Pressure: .. :.-. . . . ·. r--';-,'m=~·-· ·-·-·~-.. ~·-··~......,,,_,.,,_,w_.·~··~·· --=-· _._J LEGEND: 1. BUILDING WALL. VERIFY EXACT LOCATION IN FIELD. 2. WALL-MOUNT CONTFWLLER -SEE LEGEND FOR SPECIFICATIONS. 3. 1" PVC CONDUIT WITH SWEEP ELL FOR MASTER CONTROL VALVE WIRES. 4. 3" PVC CONDUIT WITH SWEEP ELL FOR DIRECT BURIAL CONTROL WIRES. 5. 1" PVC CONDUIT WITH SWEEP ELL FOR FLOW SENSOR CABLE. I I " I " " 8 34 GPM 34 GPM 4 FT 2.4 psi 0.5 psi 12.opsi 0,5 p:ii 3,6 psi LS psi 2.1 psi 3,0 psi 1.7 psi 27 p:si 30 psi 57 psi 76 psi 16 psi c:, - 6 1" PVC CONDUIT WITH SWEEP ELL FOR GROUND ROD CABLE. ('I) 5/4" X 8' COPPER GROUND ROD MINIMUM W/ #10 GROUND WIRE AND CLAMP. INSTALL INSIDE A 10" ROUND VALVE BOX -GROUND ROD TO BE LOCATED WITHIN 15' OF CONTROLLER. CONTRACTOR SHALL INSTALL ACTUAL GROUNDING EClUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 7. FINISHED GRADE OR BUILDING FLOOR, COORDINATE CONDUIT ROUTING. 8. RIGID 1" ELECTRICAL CON DU IT. 0 120 VOLT POWER SUPPLY IN J-BOX. 10. "ET" MANAGER CARTRIDGE, SEE LEGEND FOR TYPE. 11. REMOTE ANTENNA MOUNT. 12. 2" GALVANIZED STEEL MOUNTING PIPE 13. RAIN GAUGE/ RAIN SENSOR, POLE MOUNTED. VERIFY EXACT SENSOR LOCATION IN FIELD WITH OWNER, SEE LEGEND FOR TYPE. ·[4. 2" GALVANIZED PIPE CAP. ·15. METAL ELECTRICAL CONDUIT FROM "ET" SYSTEM SENSOR TO "ET" SYSTEM MODULE. 16. ('I)%" X 8' COPPER GROUND FWD MINIMUM W/ 1110 GROUND WIRE AND CLAMP. INSTALL INSIDE AW' ROUND VALVE BOX -GROUND ROD TO BE LOCATED WITHIN 15' OF CONTROLLER. CONTRACTOR SHALL INSTALL ACTUAL GROUNDING EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. @ WALL-MOUNT CONTROLLER NOT TO SCALE 3 s 0,7 I b 0.75 0.71 0.80 O.?O 0.?0 0.75 0,75 0.45 1.60 2.10 0.73 0.40 0,45 o .• 1 WATER EFFICIENT LANDSCAPE WORKSHEET HYDROZONE INFORMATION TABLE Controller Zone Hydrozone"-or No. Valve A MW 1 A MW 2 A MW 3 A LW 4 A MW 5 A MW 6 A MW 7 A MW 8 A MW C) A MW 10 Tolal Planteci Area ~uydrozom V1..W -Ve,y1..01r WeterUse F/Mfs UY-1..ow Water!JseF/ants ,WW -1'Aadera/0 W12terUse Plants HW = High. w~!erUsa Plants Plant % of Total lrrigotion Type/Facto,,.• Hydrozone Area Landscaped Method•+ (Sq. Ft.) D D D D D D D s s s nJrrigaciw M?UNd MS = 1\·/fr: ro..-spray S = Spray R = Rotor B= Bubo/er D= Drip (PF) 0.5 0.5 0.5 0.3 0.5 0.5 05 0.5 0.5 0.5 Area 411 2.85 [rcf} 6.66 2,4PA 17.24 1,2S5 8.78 933 6.32 3,275 22.74 1.424 9.89 1.581 10.98 590 4.10 1,4.33 995 14.405 100% •·• PJancFadorfromWUCOLS (1{ or list"' s W!,fo;r faatura a;, ~ppropriate Min. Per Day O= Other Min. Per De1y Hour:; ?er Day CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Hye/rezone t--lurnber (1-.Swlth SLA Zone Belo'.v -use as rnony 6359 Pasoe Del La go Evopotran':ipirotion Rate \Eto)"' Con'/erslon Factor (Line l x Line 2J Pion! Fciclo, (PF)'" (0.1 -0.8) Hydrozone Area jHAJ -in squc!fe feei (Line 4 x Line .SJ lrrigcition EHiciency (IEf .. (Line6" Line 7) TOTAL cill Lines 8 + SLA sq. fl) Line 3 x Line 9 Esilrnc1ied Toto! \"laterUse-ETWU (Gc,llons Per 'ieor) rotor sholl not exceed lvlAV\/A below "'Eio West of 1-5 = 40.0 tc1btes c1s necessciry to complete e1II hydozone::.J Proces:. 2 3 4 Step ~lo. SIYub SIYub Shrub Turi !Below) Sproy Drip Drip Spray 44,0 44.0 44,0 44.0 2 0.62 3 27.200 4 0.3 0.5 0.3 5 3,604 9,.536 1,265 6 J.C61 4,768 380 7 0.-55 o.eo 0.8{) 8 1,966 5,960 474 9 10 ~" PF -P:o ni faciot IWo ,~ U:.e) -/tom WU COLS S e!ec!ed based on !yp<:> of plan !sin hydnnones: 0.8 0 0 0.55 0 8,4')) 229,157 Sp!OJ':: .55 5 Turi Rotor 44,0 0.8 0 0 0.70 0 Ea ;t of 1-5 and 'Ne~t of El Camino Ro:.□!:: 44.0 0.1 = '/LW -V;c;ry Low WoiBt Use Pion l$ Roiot:: .70 Bvbb'et:: .75 Easi of E< camno Rea!= 47 .0 Olp & t,/\iceo-Spmy::: .80 , 0 Turf Drip 44.0 0.8 0 0 0.8 0 SLA App-!:Cant may r:-...-ov'.de di!fe1eni Etoii wpported bydocurnenloEon ~ub;oct to opprO'✓Oi b'/ lhe Ciiy Plonn'n g Di\f\~)On 0.5:: MW -t-Aodc:1□te Wote1 IJ>c; 0.3 = HW -H'.g h Wa iet Usa-P!onis: A ci=ffe-ren TIE ma•/ be used :1 .uppoded by doc>Jrn,:mtafon ~1Jbj'?ci lo opptova< by tha-City MAXIMUM APPLIED WATER USE ( MAWA) calculation: 31.682 1,7x 14,405 Toi a! Londscope Arec1 BIXBY LAND COMPAM'!' 2211 Michelson Drive Suite 500 Irvine, CA 92612 949.336.7000 www.bixbyland.com MAWA 1,3 X 0 275,078 To led SLA 8841 RE5EARCfl UR SUITE 200 IRI/IHE • CA 92618 949 387.1323 R!DGELA.COM SYMBOL IQ I VAN I H F "-_,,._ .,,,,_ C, ~ e • t, ~ ,,. T ~ ~ e • ~ ~ l"l ■ s ll'iil NO SYMBOL NO SYMBOL [··-.. -··-··-··-··-··::1 -··--·-··-··--·-·· ··-··-··--·-----·--··-··-··-··-··-··-·· l!'il ll!!'I @J +---- I MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD FJAIN BIRD AS APPROVED AS APPROVED AS APPROVED AS APPROVED 3M NETAFIM NETAFIM NETAFIM NETAFIM RAIN BIRD RAIN BIRD AS APPROVED AS APPROVED AS APPROVED HUNTER AS APPROVED AS APPROVED "AS-BUILT' L.A. EXP. REVIEWED BY: INSPECTOR IRRIGATION MATERIAL LEGEND I MODEL NO./ DESCRIPTION I GPM I PSI I RADIUS I DETAIL DATE OATE 1812-SAM-PRS, 12" POP-UP HEAD W/ RAIN BIRD 8-FLT SERIES MPR NOZZLES W/ PCS SCREENS, 020(BRN) / 025(PNK) HE-VAN/ 025(PNK) 1812-SAM-PRS, ·12" POP-UP HEAD W/ RAIN BIRD 8 SERIES MPR NOZZLES 1812-SAM-PRS, ·[2" POP-UP HEAD W/ RAIN BIRD 10 SERIES MPR NOZZLES 1812-SAM-PRS, 12" POP-UP HEAD W/ RAIN BIRD 12 SERIES MPR NOZZLES rnn-SAM-PRS, 12" POP-UP HEAD W/ RAIN BIRD 15 SERIES MPR NOZZLES PEB ('I" OR 1-·1/2") SERIES PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN. XCZ, (3/4", 1" OR 1-1/2") SERIES DRIP VALVE ASSEMBLY, SIZE AS SHOWN. ASSEMBLY INCLUDES RAIN BIRD PESB "RCV" WITH PRESSURE REGULATING FILTER(S). INSTALL XCZ-075-PRF, 3/4" LOW-FLOW VALVE ASSEMBLY FOR DEMANDS ('I -4) GPM. INSTALL XCZ-PRB-100-COM, ·1" VALVE ASSEMBLY FOR DEMANDS (5 -16) GPM. INSTALL XCZ-PRB-150-COM, 1-1/2" VALVE ASSEMBLY FOR DEMANDS (17 -35) GPM. .08, .30, .25 .26, 1.55, .52, .1.05 .41,2.10, .82, 1.64 .65, 1.95, 1.30, 2.60 .92, 2.78, 1.85, 3.70 33DLRC, 3/4" QUICK COUPLER VALVE WITH LOCKING COVER, PLACED WITHIN ROUND VALVE BOX. NON-PRESSURE LATERAL LINE SCH. 40 PVC PIPE (3/4"-2") 12" BELOW GRADE. PRESSURE MAIN LINE (1-1/4" -1-1/2" SCH. 40) (2" -2-1/2" CLASS 315) PVC PIPE 18" BELOW GRADE. SCH. 40 PVC PIPE SLEEVING. PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. SLEEVE LOCATION SHALL BE MARKED WITH A PAINTED SPOT ON BACK OF CURB OR OTHER IDENTIFYING MARKING. SLEEVE SIZES AND EXACT LOCATION SHALL BE DIMENSIONED FOR AS-BUILT RECORD DRAWINGS AT TIME OF INSTALLATION. IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U .L. APPROVED) DBR/Y-6 DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS. 30 30 30 30 30 TLCVG-12, TECHLINE "CV" SERIES 17mm DRIPERLINE TUBING WITH .60 GPH PRESSURE COMPENSATING INLINE EMITTERS ·[2" ON CENTER. INSTALL TUBING ROWS 14" SPACING WITH A MAXIMUM OF 16", WITH EQUAL SPACING THROUGHOUT PLANTER. ALL TUBING SHALL BE INSTALLED 2" BELOW FINISHED GRADE AND STAKED WITH O" WIRE STAPLES, FIVE (5) FEET ON CENTER. VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO COMMENCING WORK. ALL CONNECTIONS BETWEEN 17mm DRIP TUBING SHALL BE MADE USING TECHLINE 17mm SERIES FITTINGS. TL050MFV-1, TECHLINE AUTOMATIC FLUSH VALVE. LOCATE AT END/MIDDLE OF DRIPZONE PCV FLUSH MANIFOLD LINE. INSTALL FLUSH VALVE INSIDE A SEPARATE 6" ROUND VALVE BOX. INSTALL MINIMUM ONE AT END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. TLAVRV, AIR/VACUUM RELIEF VALVE. INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX. INSTALL VALVE BOX MINIMUM 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. OPERIND, XERI-POP MICRO-SPRAY 6" POP-UP DRIP SYSTEM OPERATIONAL INDICATOR. INSTALL (1) DRIP INDICATOR PER DRIP ZONE. PLACE 18" FROM PAVING. INSTALL PER MANUFACTURER'S SPECIFICATIONS. SXB-360-I032 SERIES, FULL-CIRCLE, XERI-BUBBLER WITH 10-32 THREAD. INSTALL WITH RAIN BIRD EASY FIT COMPRESSION TEE FITTINGS# MDCFTEE AND# MDCF75FPT FEMALE PIPE THREAD ADAPTER WITH MODEL# PFR/FRA24, PRE-ASSEMBLED POL YFLEX RISER ADAPTER. EACH SYMBOL REPRESENTS (2) XERI-BUBBLERS PER TREE LOCATED WITHIN IN-LINE DRIP TUBING AREAS. TRIM POLYFLEX RISER 4" ABOVE FINISHED GRADE. 13 GPH (26 GPH) (EXISTING) 1-1/2" DOMESTIC WATER METER, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD. (EXISTING) 1-1/2" R/P BACKFLOW PREVENTION ASSEMBLY WITH PRESSURE REGULATOR, VERIFY AND TEST FOR PROPER OPERATION, REPAIR OR REPLACE IF DAMAGED. 20 (EXISTING) WEATHERMATIC "ET" BASED, 16 STATION IRRIGATION CONTROLLER, VERIFY PROPER OPERATION AND ClUANTITY OF OPEN STATIONS. REPAIR OR REPLACE IF DAMAGED OR INADEQUATE NUMBER OF OPEN STATION EXIST. MINI-CLIK / SG-MC, RAIN SENSOR. SENSOR SHALL BE INSTALLED WITHIN A STAINLESS STEEL SENSOR GUARD ENCLOSURE. MOUNT SENSOR ON 2" GALVANIZED PIPE CLEAR OF ANY OBSTRUCTIONS AND WIRE TO CONTROLLER. VERIFY EXACT LOCATION IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. INSTALL PER MANUFACTURES RECOMMENDATIONS. (EXISTING) IRRIGATION MAINLINE, PROTECT IN PLACE, REPAIR ANY DAMAGE DUE TO CONSTRUCTION. VERIFY SIZE, TYPE, AND EXACT LOCATION IN FIELD. IF CONTRACTOR IS NOT ABLE TO LOCATE EXISTING MAINLINE CONTRACTOR SHALL PROVIDE AND INSTALL NEW MAINLINE AND MAKE ALL NECESSARY CONNECTIONS FOR PROPER OPERATION OF NEW AND EXISTING IRRIGATION SYSTEM. CONNECTION OF NEW LATERAL LINE TO EXISTING LATERAL LINE, VERIFY SIZE, LOCATION AND CONNECTION POINTS IN FIELD. 5 FT 8 FT 10 FT 12 FT 15 FT 12" A A A A A B C D E E F E,F,G G H, I, J K L M N O,P N/A N/A N/A Q N/A N/A APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DArE BY DESCRIPTION REVISIONS APP'□ CITY OF CARLSBAD PLANNING DIVISION IRRIGATION LEGEND 6359 PASEO DEL LAGO SHELL BUILDING FIRE REPAIRS CARLSBAD, CALIFORNIA 82011 APPROVED /%d:_, 4:fdl:.O z,. 17,1"<7 PLANNING DATE OWN BY PROJECT NO. 11 DRAWING NO. RS CHKD BY FIELD BY PIP 87-03 485-6L Existing Irrigation Notes ·1. THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION ANO PLANTING ON PROPERTY. ANY DAMAGE OR ADJUSTMENTS REQUIRED INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, \/ALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, CONTROLLERS, METERS, SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. AL.L EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. 3. ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT SHALL BE AS APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. 4 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IR<\IGATION EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.C.V CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC ALL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% flEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 7 CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 8. CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES, EASMENTS, AND OTHER RELATED EQUIPMENT CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING lf,RIGATION, LANDSCAPE AND HARDSCAPE DAMAGED BY NEW CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. 11. CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE CONSTRUCTION PROCESS. ANY DAMAGE DUE TO CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ANY PLANT MATERIAL AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION AS PART OF CONTRACT. 12. ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE NEW CONTROLLER CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. B CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENT/MODIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 14. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION 15 CONTRACTOR SHALL OBTAIN EXISTING IRRIGATION AS-BUILT RECORD DRAWINGS FOR ADJACENT IRRIGATED AREAS PRIOR TO STARTING WORK. ALL EXISTING IRRIGATION EQUIPMENT LOCATION, SIZES, AND CONDITIONS SHALL BE VERIFIED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE AT START OF WORK. 16. WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THE CONTf,AGTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. AS-BUILT NOTE: AS-BUILT RECORD DRAWINGS WERE NOT AVAILABLE AT TIME OF SYSTEM DESIGN. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXISTING IRRIGATION SYSTEM AS-BUILTS FROM OWNER PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATION SYSTEMS AFFECTED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF PROPOSED IRRIGATION SYSTEM CONNECTION POINT AND CONTROLLER LOCATION FOR APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK ALL LABOR AND MATERIALS REQUIRED TO IRRIGATE AREAS WITHIN THE LIMITS OF WORK AND TO ADJUST AREAS ADJACENT TO THE LIMITS OF WORK SHALL BE INCLUDED AS PART OF THIS CONTRACT NO ADDITIONAL COSTS WILL BE ALLOWED FOR THE PROPOSED IRRIGATION IMPROVEMENTS OR ADJUSTMENT OF THE EXISTING ADJACENT IRRIGATION SYSTEMS. NOTE: "CONTRACTOR TO REPAIR OR REPLACE ALL LANDSCAPE AND IRRIGATION MISSING OR NOT WORKING TO A FULLY FUNCTIONING SYSTEM WITH 10D% COVERAGE". ALL EXISTING SYSTEMS SHALL BE REPAIRED TO PREVENT OVERSPRAY OR RUNOFF ONTO SIDEWALKS OR STREETS. COLOR CHART NOTE: AS A REQUIREMENT THE AUTOMATIC CONTROLLER SHALL CONSIST OF A NEATLY DRAWN 11"x17" LAMINATED IRRIGATION PLAN AND COLORED ZONE MAP LAYOUT CHART. LAYOUT CHAFn SHALL BE COLOR CODED INDICATING LOCATION OF ALL CONTROLS, PIPING, SLEEVES, HEADS (INCLUDING TYPE), VALVES AND CONNECTION TO WATER SERVICE. Irrigation Installation Notes 1. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL DAMAGES TO OPERATIONS OR WORK OF OTHER CONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ACTIVITIES WITH ALL AGENCIES AND OTHER TRADES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, R.O.W.'S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL REPAIR OR REPLACE, AT NO ADDITIONAL COST TO THE OWNER, ANY DAMAGE TO UNDERGROUND UTILITIES THAT MAY OCCUR. 5. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING PLANS BEFORE BEGINNING WORK. 6. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. 7. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE PROJECT LANDSCAPE ARCHITECT FOR DIRECTION 8. BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY'S PUBLIC WORKS INSPECTOR, LANDSCAPE ARCHITECT AND THE CONTRACTOR, REGARDING GENERAL REQUIREMENTS OF THIS WORK. 9. INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES AND ORDINANCES. 10. THE IRRIGATION WATER METER IS TO BE PROVIDED BY THE OWNER UNLESS SHOWN OTHERWISE ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL IRRIGATION EQUIPMENT DOWNSTREAM OF THE POINT OF CONNECTION (P.O.C.) AT THE IRRIGATION WATER METER. ·\·I. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS (INCLUDING EXISTING AND/OR NEW PLANT MATERIAL), GRADE DIFFERENCES OR DIFFERENCES IN THE AREA'S DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 13. THE WORK SHOWN ON THESE PLANS IS DIAGRAMMATIC; ALL ITEMS, I.E. CONTROLLERS, VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, ETC. ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. DO NOT SCALE DIMENSIONS. DETAIL DRAWINGS MAY CLARIFY LOCATIONS OF SOME ITEMS. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN CONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, OTHER IMPROVEMENTS, OR VEHICULAR OR PEDESTRIAN SAFETY CONSIDERATIONS. 14. CONTROLLER LOCATIONS ARE APPROXIMATE. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND THE BACKFLOW DEVICE SHALL BE APPROVED BY THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 15. ALL CONSTANT PRESSURE LINES SHALL BE TESTED FOR 3 HOURS UNDER A HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH AND BE PROVEN WATERTIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR HYDROSTATIC TESTS. HYDROSTATIC TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, CITY PUBLIC WORKS INSPECTOR OR, IF APPROVED BY LANDSCAPE ARCHITECT, CONTRACTOR MAY E-MAIL DIGITAL PHOTOGRAPHS OF THE PRESSURE GAUGE TO THE LANDSCAPE ARCHITECT AT BEGINNING AND END OF TEST PERIOD. 16 120-VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED PER THE ELECTRICAL ENGINEER'S PLANS AND SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 17. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 18 BACKFLOW DEVICE SHALL BE INSTALLED IN GROUND COVER AREA WHEREVER POSSIBLE. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND MAY VARY FROM THAT INDICATED ON THE DRAWINGS. 19. QUICK COUPLER VALVES, CONTROL VALVES, AND SHUT-OFF VALVES SHALL BE INSTALLED IN GROUND COVER AREAS WHEREVER POSSIBLE. 2D. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH WALLS AND INSTALLATION EQUIPMENT UNDER PAVING SHALL BE INSTALLED IN SCH 4D PVC SLEEVES, AS CALLED OUT ON PLANS, OR AS PER LOCAL CODES AND MUST BE COORDINATED WITH THE GENERAL CONTRACTOR AND CONTRACTORS OF ALL VARIOUS TRADES THAT MAY BE INVOLVED TO ELIMINATE PROBLEMS THAT MAY ARISE FROM INACCESSIBILITY OR DAMAGE TO ANOTHER TRADE'S WORK. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH EXISTING WALLS SHALL BE CORE DRILLED AND SLEEVED PER ABOVE, UNLESS AN EXISTING SLEEVE IS AVAILABLE FOR RE-USE WHICH WILL NOT SIGNIFICANTLY AFFECT THE SYSTEM DESIGN. 21. USE CHECK VALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE. 22. THE CONTRACTOR SHALL INSTALL KB! SERIES ANTI-DRAIN VALVES ON ALL LATERALS IN AREAS WHERE SLOPE OF GRADE EXCEEDS •U, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION OCCURS, OR AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 23. THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF PLANT MATERIAL. AT NO TIME SHALL THE CONTRACTOR APPLY WATER AT A RATE OF FREQUENCY WHICH CAUSES RUNOFF OR OVER-SATURATION OF THE SOIL. 24. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT 01/ERSPRAY ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS TO THE EXTENT POSSIBLE THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND ADJUSTING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH SYSTEM. 25. WHEN RADIUS OF SPRINKLER HEADS AS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A PRESSURE COMPENSATING SCREEN (PCS) FOR LOW FLOW AND RADIUS CONTROL. 26. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN SPRAYS OVER ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. 27. NO OVERSPRAY OR LOW HEAD DRAINAGE SHALL BE ALLOWED. 28. WHEN VERTICAL OBSTRUCTIONS (LIGHT POLES, Flf,E HYDRANTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE CONTRACTOR SHALL FIELD ADJUST THE SPF,INKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 29. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE IMMEDIATELY UPON REJECTION. 3D. ALL ELECTRICAL CONTROL WIRE SHALL BE DIRECT BURIAL, #14 UL APPROVED, IN AN rn" DEEP TRENCH, INSTALLED UNDERNEATH THE MAINLINE PIPE WHEN RUN IN THE SAME TRENCH. WIRE CONNECTORS SHALL BE PENTITE OR ORI-SPLICE ONLY. EXTRA HOT WIRE -2 PER EACH GROUP OF 5 WIRES -LABEL ALL SPARE WIRES AT BOTH ENDS. COLORS FOR CONTROL WIRE SHALL BE AS FOLLOWS: A. COMMON WIRE -WHITE B. HOT WIRE -BLACK C. EXTRA COMMON WIRE, MINIMUM 3 EACH DIRECTION AND ONE TO EACH LEG OF MAINLINE FROM POC PER CONTROLLER -WHITE WITH ORANGE STRIPE (DIFFERENT STRIPE COLOR PER CONTROLLER) 31 ALL AUTOMATIC CONTROLLER PROGRAMS MUST BE SET TO OPERATE BETWEEN THE HOURS OF 10 P.M. AND 6 AM. 32. THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING THE SETTLING OF BACKFILLED AREAS AND TRENCHES FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. SHOULD ANY OPERATION DIFFICULTIES IN CONNECTION WITH THE SPRINKLER SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD, WHICH IN Tr!E OPINION OF THE OWNER MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. 33. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. 34. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY WATER PRESSURE IN THE FIELD PRIOR TO CONSTRUCTION TO DETERMINE IF IT IS SUFFICIENT TO OPERATE SYSTEMS AS DESIGNED. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE PROJECT LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 35. AFTER INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT AND CITY PUBLIC WORKS INSPECTOR TO DETERMINE IF THE IRRIGATION COVERAGE FOR PLANTING AREAS IS ADEQUATE AND COMPLETE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR BECAUSE DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS WERE NOT BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. BIXBY LANO COMPANY 2211 Michelson Drive Suite 500 Irvine, CA 92612 949,336.7000 www.bixbyland.com (!),.I• <1',,,. 05/l l / 15 ~J: Exp. oat, f: OF C Ll'i "AS-BUILT" 8841 RESEAROI UR LA EXP. SUITE 200 REVIEWED BY: IRVIME • CA 92618 949.387.1323 RIDGHJ\.COM INSPECTOR DATE DATE Irrigation General Notes 1. IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE ARE TO BE INSTALLED IN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. THE IRRIGATION CONTRACTOR SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE, STREETS, WALLS OR ANY OTHER HARDSCAPE / STRUCTURE. 2. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDS CAPE AND OTHER OBSTACLES TYP. 3. WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER 4. WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN F,ADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR LOW FLOW AND RADIUS CONTROL. 5. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN OVER SPRAYS ONTO BUILDINGS, WALLS OR PAVING. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. 6. OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 INCHES OF ANY NON-PERMEABLE SURFACE, (PER STATE ORDINANCE AB 1881.) ABSOLUTELY NO 01/ERSPRAY OR LOW HEAD DRAINAGE IS ALLOWED. 7. IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 8. ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. 9. ALL LEAD WIRES TO BE #14 GAUGE, AND BLACK IN COLOR. ALL COMMON WIRE TO BE #14 GAUGE AND WHITE WITH COLORED STRIPE. FOR MULTIPLE CONTROLLERS USE DIFFERING COLOR PER CONTROLLER. 10. PROVIDE A MINIMUM OF TWO (2) EXTRA SPARE WIRES FOR EACH GROUP OF TEN (10) CONTROL VALVES AND ALSO TO EACH ENO OF MAINLINE RUN. LOOP SPARE WIRE IN A NEARBY VALVE BOX WITH MINIMUM 2' OF COILED WIRE. SPARE WIRES SHALL BE A DIFFERENT COLOR THAN REMOTE CONTROL VALVE WIRES LABEL WIRES "SPARE" AT BOTH ENDS. 1 ·t. ALL IRRIGATION ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATERIOVERSPRAY ONTO BUILDING OR WINDOWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 12. ALL SPRAY HEADS ADJACENT TO PARKING STALLS CURBS WITHIN CAR OVERHANG AREAS SHALL BE INSTALLED WITH 6" POP-UP SPRAY HEADS LOCATED 8" FROM CURB TO AVOID CAR OVERHANG INTERFERENCE. CONTRACTOR SHALL VERIFY ALL CAR OVERHANG AREAS THAT SHALL RECEIVE THE 6" POP-UP SPRAY HEADS. 13. TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR DRAWING CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ·t4. IRRIGATION SYSTEM LAYOUT HAS BEEN DESIGNED TO ACCOMMODATE SHRUB HEDGES AND TO MINIMIZE SPRAY PATTERN DISTORTION OR BLOCKAGE FROM HEDGE ROWS. CONTRACTOR SHALL INSTALL SPRINKLERS IN FRONT OF HEDGE ROWS TO AVOID ANY DISTORTION OR BLOCKAGE FROM HEDGE ROWS AND ALSO TO PROVIDE ADEQUATE COVERAGE TO ALL PLANTER AREAS INCLUDING THE HEDGE ROWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 15. CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE CONTROLLER LOCATION FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCE VALVES TO TERMINAL STRIP. REFER TO ELECTRICAL ENGINEER'S DRAWING'S FOR POWER SOURCE. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. 16. ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. 17. BACKFLOW PREVENTER LOCATION SHOWN ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL BY OWNER, LANDSCAPE ARCHITECT AND CITY'S PUBLIC WORKS INSPECTOR PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT POSITIONING OF BACKFLOW PREVENTER AND ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS_ REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION DArE BY DESCRIPTION APP'D REVISIONS IRRIGATION NOTES 6359 PASEO DEL LAGO SHELL BUILDING FIRE REPAIRS CARLSBAD, CALIFORNIA 92011 APPROVED PLANNING OWN BY_~~-- CHKD sy __ R_S __ _ FIELD BY PROJeCT NO. PIP 87-03 DATE DRAWING NO. 485-6L , -"• I"' I L.l"L'__ SECTION VIEW NOTES: LEGEND: 1. LOW VOLTAGE WIRES -SEE LEGEND FOR SIZE AND TYPE. 2. POLY TUBE PRE-FILLED WITH WATERPROOF GEL -SEE LEGEND FOR TYPE. 3. WIRE CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF ½" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTOR TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. A. ALL WIRE CONNECTIONS SHALL INCLUDE A WIRE NUT CONNECTOR AND A POLY TUBE PRE-FILLED WITH WATERPROOF SEALING GEL. B. DIRECT BURY SPLICE KIT MODEL# SA 101 SHALL BE USED TO ELECTRICALLY CONNECT 2 -#14 AND/OR 1 -#18 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE MODEL II SA102, A LARGER WIRE CONNECTOR. @) WIRE CONNECTION NOT TO SCALE 14"-16" 14"-16" 14"-16" MAXIMUM MAXIMUM MAXIMUM SECTION VIEW LEGEND 1. BARK MULCH FOR SHRUB AREA PLANTING, SEE PLANTING PLAN FOR DEPTH AND TYPE 2 FINISHED GRADE 3. AMENDED SOIL INSTALLED AFTEF{ TUBING. 4. DRIP TUBING INSTALLATION, 14"-1 G'' ROW SPACING FOR SHRUB AREAS, 5. AMENDED SOIL AS PER LANDSCAPE DRAWINGS. BHING SOIL LEI/EL TO 2" BELOW FINISHED GRADE PRIOR TO DRIP TUBING INSTALLATION. 6. 9" 1NIF~E STAKES Fll/E (5) FEET ON CENTER NOTES A. TO INSURE EVEN PARALLEL AND LEI/EL TUBING ROl/1/S IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTEH AREAS BE BROUGHT TO 2" BELOW FINISHED GRADE AND PF'<.OPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO HIE INSTALLATION OF THE TUBING B. INSTALL TUBING ROWS 14"-·\G" APART IN SHRUB AREAS AND A MAXIMUM OF 12" ROW SPACING FOR TURF AHEAS. SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. C. BACKFILL FINAL 2" OF SOIL AFfER INSTALLATION OF TUBING. D. OF{IP TUBING SHALL BE INSTALLED WITH EMITTERS TRIANGULAR SPACED, (8) DRIPLINE LAYOUT (TYP) NOT TO SCALE SECTION VIEW DIMENSION A B 3/4" TO 3" IN SIZE 12" 18" 4" TO 6'' JN SIZE 18" 24" LEGEND: 1. FINISHED GRADE. 2. CLEAN COMPACTED BACKFILL. 3. UNDISTURBED SOIL. 4 PVC LATERAL LINE -SEE LEGEND FOR TYPE. 5. PVC MAINLINE -SEE LEGEND FOR TYPE. 6. CONTROL WIRES. TAPE AND BUNDLE TO MAINLINE@ 10' O.C. NOTES: A LINES MUST HAVE MINIMUM CLEARANCE OF 4" FROM EACH OTHER AND 24" FROM OTHER TRADES. B. RUN WIRING UNDER MAINLINE. TAPE AND BUNDLE@ 10' O.C. C. TIE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION. D. CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOCATIONS. E. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE ON TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONmACTIONS. @ PIPE INSTALLATION NOT TO SCALE 6,_ ___ ~ SECTION VIEW LEGEND: 1. ROAD PAVING. 2. UNDISTURBED SOIL. 3. SAND BACKFILL. 4. 2" -4" DIAMETER SCHEDULE 40 PVC PIPE. 5. 6" DIAMETER OR GREATER SCHEDULE 40 PVC PIPE. 6. WIRE SLEEVE. NOTES: 7. 2" DIAMETER SCHEDULE 40 PVC PIPE. 8. CLEAN COMPACTED BACKFILL. 9. PAVING (NON-ROAD). 10. METALLIC BACKED LOCATING TAPE INSTALLED ENTIRE LENGTH OF THE SLEEVE, LOCATED DIRECTLY ABOVE SLEEVE, ATTACHED EVERY 5 FEET. TAPE SHALL BE MARKED "IRRIGATION" IN TWO INCH CAPITAL LETTERS EVERY THREE FEET ALONG THE TAPE A. SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED, MINIMUM 2" SIZE. A. SLEEVES UNDER PAVING (NON-ROADS) LESS THAN 3" DIAMETER= 18" COVER, 3" -5-1/2" DIAMETER= 24" COVER, 6" DIAMETER OR GREATER= 36" COVER -SCHEDULE 40 PVC PIPE. B. SLEEVES UNDER ROADS, 6" DIAMETER OR LESS= 36" COVER, 6" DIAMETER OR GREATER= 48"COVER -SCHEDULE SD PVC PIPE. C. SLEEVE LOCATIONS SHALL BE MARKED AT EACH END AT THE TIME OF INSTALLATION WITH A PAINTED SPOT ON THE BACK FACE OF THE CURB OR OTHER SIMILAR MARKING. D. EXACT SLEEVE LOCATION AND SIZE SHALL BE MARKED ON RECORD DRAWINGS WITH DIMENSIONING FOR IRRIGATION AS-BUILT PLANS PRIOR TO BACKFILL. E. LINES MUST HAVE MIN. CLEARANCE OF 4" FROM EACH OTHER & 24" FROM OTHER TRADES F. RUN WIRING UNDER MAINLINE, TAPE & BUNDLE@ '10' O.C. G. TIE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION. H. ALL SLEEVES MUST HAVE FOAM SEALANT INSIDE PIPE ENDS. I. ALL SLEEVES MUST EXTEND 12" MIN. DISTANCE PAST CURB OR SIDEWALK. ® SLEEVE INSTALLATION BIXBY LAN() COMPANY 2211 Michelson Drive Suite 500 Irvine, CA 92612 949.336.7000 www.bixbyland.com (l><-1•) u',;, '<c-·ff':Cc.ccr.c,7" '1 1' C NOT TO SCALE 1 2 3 5 SECTION VIEW E':J!=IIEIII :w~I I 1==111= ;c;c;I I El I e· -@) INSTALL XCZ-075-PRF, 3/4" LOW-FLOW VALVE ASSEMBLY FOR DEMANDS (1 -4) GPM. INSTALL XCZ-PRB-100-COM, 1" VALVE ASSEMBLY FOR DEMANDS (5-16) GPM. INSTALL XCZ-PRB-150-COM, 1-112" VALVE ASSEMBLY FOR DEMANDS (17 -35) GPM. LEGEND: 1. CONTROL WIRES WITH EPOXY-FILLED CONNECTIONS -PROVIDE 24" COIL OF WIRE AT VALVE. 2. REMOTE CONTROL VALVE -SEE LEGEND FOR TYPE 3. BASKET FILTER. 4. PVC SCH 40 MALE ADAPTER. (2 REQ. FOR 1" VALVE) (4 REQ. FOR 1-1/2" VALVE) 5. PVC SCH 80 UNION.(1 REQ. FOR 1" VALVE) (2 REQ. FOR 1-112" VALVE) 6. PVC SCH 80 NIPPLE -LENGTH AS REQUIRED, TYPICAL. 7. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER , USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID. 8 FINISHED GRADE-SET TOP OF VALVE BOX ½" ABOVE GRADE IN TURF AREAS AND 2" ABOVE GRADE IN SHRUB/ GROUND COVER AREAS 9. PVC LATERAL LINE TO DRIP SYSTEM. 10. NOMINAL SIZE SOLID BRICK -4 REQUIRED, ONE AT EACH CORNER OF VALVE BOX. 11. 1/2" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH. 12. LANDSCAPE FABRIC. 13. PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND PVC SCH 40 ELL 14. PVC MAINLINE -DEPTH PER SPECIFICATIONS. 15. PVC SCH 80 NIPPLE. (LENGTHS REQUIRED) 16. PVC SCH 80 ELL. 17. CHRISTY'S VALVE STATION# 1.D. TAG ATTACHED TO VALVE BONNET BOLT. NOTES: A. USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE. B. USE SCH 40 PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER / SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. D USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH. © DRIP REMOTE CONTROL VALVENOTTOSCALE i I li'Y!1 'I I \"I 1 ii\~ i \\ \ I 14 I : ":;,,./ ' 2" MIN.: ; 'I" MAX.:: ---------1 6 SECTION VIEW t-0 LEGEND: 1. REMOVABLE QUICK COUPLER KEY ASSEMBLY CONNECTION. KEY MUST CLEAR VALVE BOX, AS SHOWN. 2. 10" PLASTIC ROUND VALVE BOX HEAT BRAND "QCV" ONTO LID 3 FINISHED GRADE. 4. STAINLESS STEEL CLAMP -2 REQUIRED. 5. 1/2" ROUND WASHED PEA GRAVEL - MINIMUM 4" DEPTH. 6. LANDSCAPE FABRIC. 7. #4 REBAR -36" MINIMUM LENGTH. 8. PVC MAINLINE -SEE LEGEND FOR TYPE. NOTES: 9. PVC SCH 80 TEE OR ELL 10. BRASS NIPPLE, 6" MINIMUM LENGTH 11. NOMINAL SIZE SOLID BRICK SUPPORTS (3 MINIMUM REQUIRED -SPACED EQUALLY). 12. BRASS ELL -2 REQUIRED. 13. BRASS NIPPLE, LENGTH AS REQUIRED 14. QUICK COUPLING VALVE WITH LOCKING COVER -SEE LEGEND FOR TYPE. A. USE SCH. 80 PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN MULCH OR GROUNDCOVER / SHRUB AREAS, SET ½" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. @) QUICK COUPLER VALVE NOT TO SCALE CD LEGEND: 1. POP-UP SPRAY HEAD -SEE LEGEND FOR TYPE. 2. FINISH GRADE. INSTALL HEAD ½" ABOVE GRADE IN TURF AREAS AND 1" ABOVE GRADE IN SHRUB AREAS. 3. APPROVED BACKFILL. 4. MANUFACTURED SWING JOINT - HUNTER MODEL #SJ-512 OR RAIN BIRD MODEL #SA-125050 1/2" SWING JOINT ASSEMBLY. 5. SCH 80 PVC TEE-SxSxT OR ELL-SxT. 6. PVC LATERAL LINE PIPE -SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE. SECTION VIEW NOTES: A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 8. INSTALL SPRINKLER HEADS 24" FROM ANY NON-PERMEABLE SURFACE. C. INSTALL SPRINKLER HEADS 12" FROM ALL BUILDINGS AND WALLS. D. INSTALL SPRINKLER HEADS PLUMB. E. ADJUST SPRAY OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FEflCES, WALLS OR BUILDINGS. F. USE TEFLON TAPE ON THREADED FITTINGS, TYPICAL (NO LIQUID TEFLON) G. DO NOT SCALE DRAWINGS. H. DO NOT USE SIDE INLET. @ POP-UP SPRINKLER NOTTO SCALE @- 8 3 -1-----118 SECTION VIEW LEGEND: 1. PVC LATERAL LINE PIPE. SEE LEGEND FOR TYPE -DEPTH PER SPECIFICATIONS. 2. PVC SCH 40, 45 DEGREE ELL -TYP. (2X). 3. 1/2" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH WITH 2" VALVE CLEARANCE. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 5. LANDSCAPE FABRIC. 6. PVC MAINLINE. SEE LEGEND FOR TYPE, DEPTH PER SPECIFICATIONS. 7. PVC SCH 80 TEE OR ELL ON MAINLINE OR MANIFOLD. 8. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 9. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED. (3 REQUIRED) '10. SCH 80 PVC THREADED ELL. 11. FINISHED GRADE. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS, AND 1-112" IN SHRUB/ GROUND COVER AREAS. 12. CHRISTY'S VALVE STATION# I.D. TAG ATTACHED TO VALVE BONNET BOLT. 13. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER , USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID. 14. EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS. SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT VALVE. 15. SCH 80 PVC FEMALE ADAPTER. 16. PVC SCH 80 UNION (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED. 17. REMOTE CONTROL VALVE. SEE LEGEND FOR TYPE. 18. SCH 80 PVC F{ISER -LENGTH AS REQUIRED. 19. PRESSURE REGULATOR, IF SPECIFIED. NOTES: A. USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE. B. USE SCH 40 PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. C. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-112" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. D. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER I SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. E. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. F. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH. @ REMOTE CONTROL VALVE NOT TO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. rrll CITY OF CARLSBAD PLANNING DIVISION DATE 88 111 RESEARCH OR L.A. EXP. SUITE 200 REVIEWED BY: IRVINE· CA 92618 949.387.1323 RIOGEL!\.CO/A DATE BY DESCRIPTIDN APP'D INSPECTOR DATE REVISIONS IRRIGATION DETAILS 6359 PASEO DEL LAGO SHELL BUILDING FIRE REPAIRS CARLSBAD, CALIFORNIA "2011 APPROVED I~ 6r-~H ...;;+ -t,. ) , . 1.:; PLANNING DATE DWN BY PROJECT NO. DRAWINCll NO. RS CHKD BY PIP 87-03 485-6L FIELD BY 14" 12· 12" @ 0 0 @ ~' @ 2 0 0 CD---_/ 3 NOTE: 7'-.../ 0 0 0 LEGEND: PLAN VIEW 1. SUPPLY HEADER, 3/4" PVC SCH 40. 2. DRIP REMOTE CONTROL VALVE ASSEMBLY SEE LEGEND FOR TYPE. 3. LANDSCAPE DRIPLINE TUBING. DRIPLINE SPACING: 12". 4. 9" WIRE STAKES -5 FEET ON CENTER. 5. PVC SCH 40 SxSxT TEE/ ELL WITH DRIPLINE INSERT FITTING . 6. DRIP LINE INSERT CROSS FITTINGS TYP. 7. TREE ROOTBALL. 8. DRIP LINE INSERT TEE FITTINGS TYP. 9. DRIP LINE TUBING CONTINUING TO FLUSH MANIFOLD. 10. XERI-BUBBLER WITH 1032 THREADED INLET. (2 REQ. PER TREE) SEE LEGEND FOR TYPE. INSTALLED WITH RAIN BIRD MODEL PFR/FRA24, PRE-ASSEMBLED 24" POLYFLEX RISER ADAPTER. TRIM POLYFLEX RISER 4" ABOVE FINISHED GRADE. 11. RAIN BIRD EASY FIT COMPRESSION TEE II MDCFTEE AND FEMALE PIPE THREAD ADAPTER# MDCF75FPT. DRIPLINE TUBING TO BE INSTALLED ON SUBGRADE WITH 2" TOPSOIL COVER. DRIP RINGS FOR ADDITIONAL DEEP WATER TO TREES PLANTED IN SHRUB AND GROUND COVER AREAS -RINGS TO BE CONNECTED TO SHRUB ANO GROUND COVER DRIPLINES. DRIP EMITTERS TO BE PLACED AT TREE ROOTBALL AND ADJUST FLOW PER TREE WATER REQUIREMENT. NOTES: 2 • ' -1 lt) -G) r' ~111 11 J' I If 1 I 111= 'ill I II 8 11 i' II I I . 11' ill= 7 SECTION VIEW LEGEND: 1. DRIP SYSTEM AIR RELEASE VALVE, SEE LEGEND FOR TYPE. INSTALLED ON SCH. 40 PVC THREADED COUPLING WITH A 3/4" SCH. 80 NIPPLE, LENGTH AS REQUIRED TO LOCATE VALVE 2" FROM TOP OF VALVE BOX. 2. 6" PLASTIC ROUND VALVE BOX, HEAT BRAND "ARV" ONTO LID. 3. FINISHED GRADE. 4. PVC PIPE FROM DISCHARGE HEADER, LENGTH AS REQUIRED. 5. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED -EQUALLY SPACED). 6. LANDSCAPE FABRIC. 7. 1/2" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH. 8. PVC SCH 40 ELBOW (SxT) OR TEE, 3/4" SIZE. A. USE SCH 40 PVC 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN GROUNOCOVER / SHRUB AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. INSTALL AIR RELIEF VALVE 18" FROM PAI/ING. E AIR VALVES FOR TURF AREAS SHALL BE PLACED IN ADJACENT SHRUB PLANTER, NO VALVES ARE TO BE PLACED IN TURF AREAS, VERIFY EXACT LOCATION IN FIELD. @ TREE DRIP-RING LAYOUT NOTTO SCALE @. DRIP AIR RELIEF VALVE NOT TO SCALE NOTES: G)- 4" LEGEND: 1. VINE /SHRUB/ TREE. SEE PLANTING PLAN FOR TYPE. 2. XERI-BUBBLER WITH 1032 THREADED INLET: SEE LEGEND FOR TYPE. 3. RAIN BIRD MODEL PFR/FRA24, PRE-ASSEMBLED 24" POLYFLEX RISER ADAPTER. TRIM POLYFLEX RISER 4" ABOVE FINISHED GRADE . 4. RAIN BIRD EASY FIT COMPRESSION FITTING TEE# MDCFTEE WITH FEMALE PIPE THREAD ADAPTER# MDCF75FPT. 5. MULCH OR COBBLE COi/ER, PER LANDSCAPE PLANS. 6. POLYETHYLENE INLINE EMITTER DRIP TUBING, SEE LEGEND FOR TYPE. 7. 9" WIRE STAKES FIVE (5) FEET ON CENTER. 8. 8. FINISHED GRADE. 9. AMENDED SOIL, PER LANDSCAPE PLANS. A. PLACE EMITTERS AT EDGE OF ROOTBALL. ADJUST PER ROOTBALL SIZE, TYPICAL. B. PLACE EMITTERS !''LUMB AND AS CLOSE AS POSSIBLE TO SHRUB ROOTBALL. C OFFSET XERI-BUBBLER TO UP-SLOPE SIDE OF ROOTBALL IN SLOPE CONDITIONS OF 31 OR GREATER. D. TRIM POLYFLEX RISER 4" ABOVE FINISHED GRADE . E. ADJUST BUBBLER GPM FLOW BASED ON PLANT WATER REQUIREMENT, REFER TO PLANTING PLAN. ITT-- ' T 3 SECTION VIEW LEGEND: 1. DRIP SYSTEM OPERATION INDICATOR. USE (1) PER ZONE LOCATED AT FLUSH END OF ZONE 2. FINISH GRADE. INSTALL HEAD ½" ABOVE GRADE IN TURF AREAS AND I" ABOVE GRADE IN SHRUB AREAS. 3 AMENDED SOIL. 4. SUB-SURFACE IN-LINE DRIP TUBING -SEE LEGEND FOR TYPE. DEPTH OF TUBING PER SPECIFICATIONS. 5. ¼" BARB TRANSFER FITTING: 6 ¼" DISTRIBUTION TUBING· (LENGTH AS REQUIRED) NOTES: A. USE XERIMAN TOOL XM-TOOL TO INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIPLINE TUBING. B. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. C. INSTALL POP-UP HEAD ½" ABOVE GRADE ™-------,G) -'«-----------·-------------@ .LLLLLLLLLLLLLLLLL fc\3 . LLLLLLLLLLLLLL~-----~~ .LLLLLLLLLLLLLLLLL ...__----'.,.._I'. l,.J-J4----'~I I _-=,'i-------l 4 5 7 SECTION VIEW LEGEND: 1 BARK MULCH FOR SHRUB AREA PLANTING, SEE PLANTING PLAN FOR DEPTH AND TYPE. 2. FINISHED GRADE. 3 AMENDED SOIL 4. DRIP TUBING -SEE LEGEND FOR TYPE. 5. DRIPLINE BARB INSERT FITTINGS -SEE LEGEND FOR TYPE. 6. BLANK POLY TUBING -LENGTH AS REQUIRED. 7. DRIP TUBING MALE ADAPTER 8. 9. PVC LATERAL LINE PIPING INLET OR EXHAUST MANIFOLD SCH 40 PVC TEE SxSxT, LINE SIZE BY ½" ® DRIPLINE CONNECTION CD L------{5 l '1 LEGEND: SECTION VIEW @ (j) 1. 6" PLASTIC ROUND VALVE BOX -HEAT BRAND "FV" ONTO LID. 2. FINISHED GRADE. 3. SCH 40 PVC PIPE EXHAUST HEADER FROM DRIP TUBING. 4. PVC LATERAL (OR EXHAUST HEADER). 5. 1/2" ROUND WASHED PEA GRAVEL -2.5 CUBIC FEET MINIMUM. NOT TO SCALE 6. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED -EQUALLY SPACED). 7. LANDSCAPE FABRIC. 8. S X ½" SCH. 40 PVC 90 DEGREE ELL (SIZE AS REQUIRED). 9. AUTOMATIC DRIP FLUSH VALVE -SEE LEGEND FOR TYPE NOTES: A. USE 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN GROUNDCO\/ER / SHRUB AREAS.AND½" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. FLUSH VALVES FOR TURF AREAS SHALL BE PLACED IN ADJACENT SHRUB PLANTER, NO VALVES ARE TO BE PLACED IN TURF AREAS, VERIFY EXACT LOCATION IN FIELD. 2 ,-----.._ I ---'J I l"!na:=8=/=8=,~="'==<til L':: ------'J r:-------:--, I ~ I LEGEND: 1. PVC PIPE LATERAL LINE FROM DRIP ZONE KIT. 2. PVC PIPE LATERAL LINE SUPPLY MANIFOLD . 3. PVC PIPE INLET HEADER . 4. SCH 40 PVC TEE SxSxT, LINE SIZE BY ½". 5. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 6. AIR/VACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) 7. IN-LINE DRIP TUBING WITH EMITTERS 12 INCH ON CENTER, MAXIMUM ROW SPACING 12"-·14" ON CENTER IN SHRUB AREAS AND 10"-12" IN TURF -SEE LEGEND FOR TYPE. 8. TEE MALE ADAPTER. 9. PVC PIPE FLUSH EXHAUST MANIFOLD. 10. AUTOMATIC DRIP FLUSH VALVE, PLUMBED TO PVC PIPE AT LOW/END OF DRIP ZONE (TYP) -SEE LEGEND FOR TYPE. 11. DRIP OPERATIONAL INDICATOR -SEE LEGEND FOR TYPE. 12 PLANTER AREA PERIMETER. 13 PERIMETER DRIPLINE LATERALS 2" TO 4" FROM EDGE. 14. PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF PLANTER AREA, MINIMUM 12" DISTANCE NOTES: FROM BUILDING. A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. B. DRIP EMITTER LAYOUT SHALL BE TRIANGULAR SPACED. CJ) DRIPLINE LAYOUT (TYP) NOTTO SCALE ie::=~+3:r,'.i::=:=w:~Li L_-:, J INSET Al 13 I I I 6 \........~, .. e~mrn 1'1.1,\."<'JIILAfl \ \ \ \ \ \ u----..~ \ \ \ \ 1,r--.:::,-\ \ \ \ \ " i I I I :J=:C:: ::C=~ ::r:==:~=r: ~=:r:: 11 LEGEND: 1. 2. 3. 4. PVC PIPE LATERAL LINE FROM DRIP ZONE KIT. PVC PIPE SUPPLY HEADER . SCH 40 PVC TEE SxSxT OR ELL, LINE SIZE BY½". DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 5. AIR/VACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) 6. IN-LINE DRIP TUBING WITH TRIANGULAR SPACING EMITTERS 12 INCH ON CENTER, ROW SPACING 14-16 INCHES ON CENTER FOR SHRUB AREAS AND 12 INCHES MAXIMUM FOR TURF AREAS. -SEE LEGEND FOR TYPE. I 7. PVC PIPE FLUSH EXHAUST MANIFOLD. @ I I I 8. AUTOMATIC DRIP FLUSH VALVE, PLUMBED TO PVC PIPE AT LOW/END OF DRIP ZONE (TYP) -SEE LEGEND FOR TYPE. I I I [ ___________________ ! 14 3 DRIP MANIFOLD BURIAL DEPTH INSET A CD 9. ½" POLYETHYLENE BLANK TUBING. 10. BARB X BARB INSERT TEE OR CROSS. TYP 11. DRIP OPERATIONAL INDICATOR- SEE LEGEND FOR TYPE. 12. PLANTER AREA PERIMETER. 13. PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF PLANTER AREA, MINIMUM 12" DiSTANCE FROM BUILDING. 14. PVC PIPE SCH 40 RISER, LENGTH AS REQUIRED. ®TREE DRIP EMITTER CONNECTION NOTTO SCALE @ DRIPLINE OPERATION INDICATOR NOTTO SCALE CD AUTOMATIC DRIP FLUSH VALVE NOTTO SCALE Q) DRIPLINE LAYOUT (TYP) NOT TO SCALE BIXBY lAND COMPANY 2211 Michelson Drive Suite 500 Irvine, CA 92612 949.336.7000 www.bixbyland.com ~<' ~~s J, II -I: ' ., (SI 0 8841 RESEARCH IJR L.A. SUITE 200 REVIEWED IRVINE· CA 92618 949.387.1323 RIDGELA COM INSPECTOR "AS-BUILT" DATE EXP. BY: DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DArE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I eH:rr II CITY OF CARLSBAD PLANNING DIVISION IRRIGATION DETAILS 6359 PASEO DEL LAGO SHELL BUILDING FIRE REPAIRS CARLSBAD, CALIFORNIA 920tl APPROVED IU( l::r: ~I _;_-tr -z,1 ,,,.,, PLANNING DATE OWN BY PROJECT NO. DAAWINQ NO. CHKD BY RS PIP 87-03 485-6L FIELD BY " ' i I ' , I I Ll PLANTING LEGEND SYMBOL BOTANICAL I COMMON NAME MIN. SIZE MIN. SPEC'S QTY. WUCOLS DETAIL PROPOSED TREES.· 0 • •• 0 • CEHCIS CANADENSIS I EASTEHN HEDBUD -OH- LAGEHSTROEMIA 'TUSCARORA'/ TUSCARORA CRAPE MYRTLE OLEA EUROPEA 'SWAN HILL' I FRUITLESS OLIVE PODOCARPUS GRACILIOR / FERN PINE QUERCUS AGRIFOLIA / COAST LIVE OAK 24" BOX STD. 9'H X 3'W X 1-112" CAL. 48" BOX I1'H X 9'W MULTI-TRUNK 3 TRUNKS MIN. 24" BOX STD. 15 GAL. STD. 9'H X 4'W X 2" CAL. WITH CENTRAL LEADER B'H X 2'W X 1-112" CAL SYMBOL BOTANICAL I COMMON NAME MIN. SIZE SPACING S/-IRUBS. VINES & GROUNDCOVERS: •,vvvvvvv•,yv .,.,,,.,.,.,.,.,,,.,., l'l'J'I 'IV'l'l'I V 'I vvvvv·,,,.,.,.,, 0 ~~ l!!!!!!\!!!!!!!!!!11 0 BOUGAINVILLEA '00-LA-LA' / DWARF RED BOUGAINVILLEA CALAMAGROSTIS 'OVERDAM' I FEATHER REED GRASS CAREX PANSA / CALIFORNIA FIELD SEDGE FESTUCA MAIRE! I ATLAS FESCUE LANTANA 'MONTEVIDENSIS / LANTANA LIRIOPE MUSCARI I BIG BLUE LILY TURF MISCANTHUS S. 'MORNING LIGHT'/ SILVER GRASS 5 GAL. I 36" O.C. 5 GAL./ 36" O.C 4" POTS. I 18" o.c. 1 GAL. I 24" O.C. 1 GAL. I 30" O.C. 5 GAL. I 24" O.C. 5 GAL. I 36" O.C. • f':<r" .,_.,_a MUHLENBERGIA C. 'REGAL MIST' I .,< ., .) ,.) '·? ,, 1 GAL./ 36" O.C. 1'.)l"'.)(:n'.)1'.) PINK MUHLY 0 '>' • • I I I > > l ' ... '' ' ' .. >' ••• ' '' ' > < ••••I I I I>> ·.·.·,·.•,·,•,•,·.·.· > • • I>>'•••• RHAPHIOLEPIS I. 'BALLERINA'/ DWARF INDIA HAWTHORN SANSEVIERIA TRIFASCIATA I MOTHER-IN-LAW'S TONGUE SENECIO MANDRALISCAE / BLUE CHALK STICKS 5 GAL I 30" O.C. 5 GAL. I 24" O.C. FLATS I 12" O.C. UN/RR/GATED SLOPE 1-/YDROSEED MIX ITEM FLEXTERRA HP-FGM HYDROPOST PREMIUM COMPOST BIOSOL FORTE 7-2-1 ORGANIC FERTILIZER AM 120 MYCORRHIZAL INOCULUM TRI-C SOLUBLE HUMATE ACMISPON GLAB ER SCOPARIUS I DEER WEED CHENOPODIUM CALIFORNICUM / INDIAN LETTUCE ERIOGONUM PARVIFOLIUM / CLIFF BUCKWHEAT ERIOPHYLLUM CONFERTIFLORUM I GOLDEN YARROW ESCHSCHOLZIA CALIFORNICA I CALIFORNIA POPPY FESTUCA MICROSTACHYS / SMALL FESCUE ISOCOMA MENZIESII I MENZIE'S GOLDENBUSH LASTHENIA CALIFORNICA I CALIFORNIA GOLDFIELDS LUPINUS TRUNCATUS I COLLARED LUPINE MIMULUS AURANTIACUS I BUSH MONKEYFLOWER STIPA PULCHRA / PURPLE NEEDLEGRASS LBS. I ACRE 4,000 1,000 800 60 10 MOD 2 LOW 4 MOD 10 LOW QTY WUCOLS 323 LOW 112 MOD 1,268 MOD 284 LOW 316 LOW 230 MOD 142 MOD 87 MOD 62 MOD 55 MOD PER LOW PLAN A B A A DETAIL C,D,E C,D,E C,D,E C,D,E C,D,E C,D,E C,D,E C,D,E C,D,E C,D,E C,D,E DENOTES SOIL SAMPLE LOCATION -REFER TO NO rE 'H' OF PLANTING NOTES, SHEE r 8, FOR ADDITIONAL INFORMATION. ----DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEE r OF ANY HARDSCAPE, PAVEMEN r OR CURB ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (BOD) 458-7668, INS rALLED PER MANUFACTUREFs'S SPECIFICArlONS NO rE ROOT BARRIERS SHALL NO r BE WRAPPED AROUND rHE ROOTBALL NOTES: MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS rHAN A 2 I SLOPE WlrH A 3" LAYER OF MEDIUM GF,IND BARK MULCH, PER SPECIFICArtONS, AT rHE CONCLUSION OF PLANTING OPERATIONS. NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS. TYPICAL EXISTING TREE LEGEND SYMBOL 0 0 0 BOTANICAL I COMMON NAME ALNUS RHOMBIFOLIA I ALDER PODOCARPUS GRACILIOR I FERN PINE WASHINGTON IA ROBUSTA I MEXICAN FAN PALM NOTE: EXISTING TREES MARKED WITH THE LETTER (E) ARE TO REMAIN PROTECTED IN PLACE. EXISTING TREES MARKED WITH THE LETTER (R) ARE TO BE REMOVED. EROSION CONTROL/ SLOPE REVEGETATION REQUIREMENTS FOR ALL SLOPE AREAS: • REMOVE BURNED SHRUBS AND TREE TRUNKS DOWN TO STUMPS, LEAVING THE PLANT'S CROWN AND ROOT SYSTEMS INTACT. • FOLLOW WITH A HYDF<OSEED APPLICATION OF CHAPARRAL SAGE SCRUB MIX BY S&S SEEDS (SEE PLANTING LEGEND) WITH BONDED FIBER MATRIX HYDROMULCH, "FLEXTERRA" OR APPROVED EQUAL, APPLIED TO ALL BAF{E SLOPE AREAS PER MANUFACTURER'S SPECIFICATIONS. • CONTRACTOR SHALL APPLY HYDROSEED MIX DURING THE RAINY SEASON (BETWEEN OCTOBER AND MARCH) AND SHALL PROVIDE TEMPORARY IRRIGATION, AS NECESSARY DUF<ING DF<Y WEATHEH, IN ORDER TO PROVIDE ADEQUATE MOISTURE FOR SEED ESTABLISHMENT. • CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT HYDROSEED IS APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE GOOD GERMINATION AND COVERAGE TO THE SATISFACTION OF THE CITY ENGINEERING INSPECTOR. • PROVIDE CONTINUOUS SILT FENCE DIRECTLY UPSLOPE OF ANY EXISTING CONCRETE V-DITCHES. FIRE SUPPRESSION NOTES: 0 10 20 40 60 SCALE AND NORTH BIXBY LANO COMP/,NY 2211 Michelson Drive Suite 500 Irvine, CA 92612 949,336.7000 www.bixbyland.corn FIRE SUPPRESSION NOTE: 8841 RESEARCH DR SUITE 200 IRI/IME • CA 92618 949.387.1323 RIDGELA.COM "AS-BUIL r DATE L.A. EXP, REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DArE BY DESCRIPTION REVISIONS APP'O PROPERTY LINE, rYP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION PLANTING PLAN 6359 PASEO DEL LAGO SHELL B UJLDING FIRE REPAIRS CARLSBAD, CALIFORNIA 920t1 APPROVED /<i;,J.,~ Ly: 8\-o'\\--i,,, .Jv; PLANNING DATE OWN BY PROJECT NO. DRAWi NGNO. CHKD BY RS FIELD BY PIP 87-03 485-6 L PLANTING NOTES A. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. B. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY INSPECTOR 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. C VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. D. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES E LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. F. G. H. I. J. K. L. M. N. 0. P. Q. R. S. T. U. V. LOCATION OF N.1.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL Pr<IOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~ HAVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714) 282-8777, FOR SOIL FERTILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER SUBMIT SOIL REPORT TO LANDSCAPE ARCHITECT PRIOR TO PLANTING. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. LOCATE AND TAG ALL PLANT MATERIAL MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COi/ER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. INSTALL GROUND COi/ER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. ANNUAL COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY. CONTRACTOR SHALL REPLACE ANY EXISTING PLANT MATERIAL WHICH IS DAMAGED BY CONSTRUCTION OPERATIONS. REPLACEMENT PLANT MATERIAL MUST BE OF MATCHING SPECIES, INSTALLED FROM THE FOLLOWING MINIMUM SIZE: 15-GALLON TREE, 1-GALLON SHRUB, FLATTED GROUNDCOVER AND SODDED TURF. W. INSTALLATIONS THAT ARE ADJACENT OPEN SPACE, NATURALIZED SLOPES OR UNDEVELOPED LAND ARE SUBJECT TO DAMAGE BY RODENTS OR DEER AND SHALL BE TREATED WITH AN APPROPRIATE REPELLENT IN A SPRAY AND/OR TABLET FORM. REPELLEX BY GROPOWER OR APPROVED EQUAL, THAT PROVIDES IMMEDIATE AND LONG TERM PROTECTION, SHALL BE USED. 0 1 0 20 40 SCALE AND NORTH E NOTES A. ALLSHRUBS/GROUNDCOVERSSHALLBEPLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. SHRUB & GROUNDCOVER SPACING l □ ® G) If SECTION LEGEND: 1. LOCATE PLANTS WITH EQUAL SPACING AS INDICATED ON PLAN, TRIANGULAR SPACING. 2. 24" CLEAR VEHICLE OVERHANG ZONE - LOW (MAX. 8" HT.) GROUND COi/ER ONLY. 3. CURB 4. SPRINKLER HEAD -LOCATE BETWEEN PARKING STALLS WHENEVER POSSIBLE - MAX. 6" POP-UP WHEN LOCATED IN VEHICLE OVERHANG ZONE. I I @ ruFUA~ -JL.-+---~ 9¼. I • I I • • 5. VEHICLE I 6. 1/2 SPACING FOR SPECIFIED PLANT MATERIAL PLAN VIEW F PLANTING AT PARKING EDGE SLOPE RE-VEGETATION NOTES SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS. A. STANDARD #1 -COVER CROP/REINFORCED STRAW MATTING: • COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVER, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THEN COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. • TYPE OF REINFORCE STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. • REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR B. STANDARD #2 -GROUND COVER • ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COi/ER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD #3 -LOW SHRUBS • LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE) D. STANDARD #4 -TREES AND/OR LARGE SHRUBS • TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS)AT A MINIMUM RATE OF ONE(\) PER TWO HUNDRED (ZOO) SQUARE FEET. SLOPES -6 I OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #·I (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), /12 AND /13. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS 111 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVE<, CROP), /12, #3 AND /14 AREAS GRADED FLATTER THAN 6il REQUIRE STANDARD 111 (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. 60 BIXBY LAN(> COMPANY 2211 Michelson Drive Suite 500 Irvine, CA 92612 949,336.7000 www.bixbyland,corn C D G) LEGEND 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. PERMANENT WATERING BASIN -MIN. 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISH GRADE. 4. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8 "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. SHRUB PLANTING ·1 l=I 9 = ,Ill I½ . 11 6 = ROOTBALL NOT TO SCALE 0 8 J to 1 ,1)(_ ½I II 11= l'YJ>=11 ;,:,:I~ -rri 111 ITT= _,,,, __ =l'"r'c'ITI 111'-"-'r-n-'-'"ITT' 0 -111-11 7 J--_/ 111= --@ 2.5 X DIA. OF ROOTBALL LEGEND ·1. DNE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. PERMANENT WATERING BASIN -MIN. 6" DEPTH 3. EXISTING SLOPE 4 AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8 "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEI/EL OF SURROUNDING SOIL. 9. FINISH GRADE OF SLOPE AFTER PLANTING -SHALL NOT EXCEED 1:1 GRADIENT. INSTALL EROSION CONTROL FABRIC AS REQUIRED TO CONTROL EROSION DURING PLANT ESTABLISHMENT. SHRUB PLANTING ON SLOPE NOT TO SCALE . -. --. _.·. @--I I I I <:::l 1--. ~ I:! vi-::,i5 c3 <>: -s: -s: l.J~ ~<'i ::li~ I :S f'RE'IAILING WIND PLAN VIEW ~g t SECTION 0 2 ® CD ' t<) A TREE PLANTING & STAKING PREVAILING WIND ➔ ~ STAKE LOCATIONS -PLAN VIEW -,m;=.m~ / = I HOCHllALL -/ ----0 ,----@ ' / /lmab!ir-5 ' c:, ,I t<) • ~ ~nl1k:rri:!~~m1-ill.!iilillii'i~ 6 n1/-'-"•r"+' SEE SPECt 2X DIA. OF ROOTBALL SECTION 8 0 LEGEND: 1. BLACK RUBBER "CINCH-TIE" (4 TYP.), PER SPECIFICATIONS. ATTACH WITH ROOFING NAILS. 2. LODGE POLE PINE STAKE (2 TYP.), PER SPECIFICATIONS. KEEP CLEAR OF ROOTBALL AND DO NOT ALLOW TO EXTEND INTO TREE CANOPY. USE 2" DIA. X 10' STAKES FOR TREES 24" BOX AND SMALLER, AND 3" DIA. X 10' STAKES FOR TREES 36" BOX THROUGH 48" BOX. 3. WATERING BASIN, 3" MINIMUM DEPTH. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISHED GRADE. 5. AMENDED BACKFILL PER SPECIFICATIONS. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. ARBOR-GARD TRUNK PROTECTOR FOR TREES LOCATED IN TURF AREAS . 10 SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 11. INSTALL #UB24-2 ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT, (800) 458-7668, AT ALL TREES WITHIN 5' OF HARDSCAPE, OR AS SHOWN ON PLANTING PLAN, MINIMUM 10' LENGTH, INSTALLED AT EDGE OF ADJACENT HARDSCAPE. 12. ADJACENT HARDSCAPE (WHERE OCCURS). NOTE: MAINTAIN TURF 12" CLEAR FROM BASE OF TRUNK. NOTTO SCALE LEGEND: 1. BLACK RUBBER "CINCH-TIE" (4 TYP .), PER SPECIFICATIONS. ATTACH WITH ROOFING NAILS. 2. LODGE POLE PINE STAKE (2 TYP.), PER SPECIFICATIONS. KEEP CLEAR OF ROOTBALL AND DO NOT ALLOW TO EXTEND INTO TREE CANOPY. USE 2" DIA. X 10' STAKES FOR TREES 24" BOX AND SMALLER, AND 3" DIA X 10' STAKES FOR TREES 36" BOX THROUGH 48" BOX. 3. WATERING BASIN, 3" MINIMUM DEPTH. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISH GRADE OF EXISTING SLOPE. 5. AMENDED BACKFILL PER SPECIFICATIONS. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 10. FINISH GRADE OF SLOPE AFTER PLANTING -SHALL NOT EXCEED 1:1 GRADIENT. INSTALL EROSION CONTROL FABRIC AS REQUIRED TO CONTROL EROSION DURING PLANT ESTABLISHMENT. TREE PLANTING & STAKING ON SLOPE NOT TO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD ISH~ II CITY OF CARLSBAD PLANNING DIVISION DATE 8841 RESEARCH DR LA. EXP, SUITE200 REVIEWED BY: IRVlflE • CA 92618 949,387.1323 RIDGEL1\,COM DATE BY DESCRIPTION APP'D INSPECTOR DATE REVISIONS PLANTING DETAILS 6359 PASEO DEL LAGO SHELL BUILDING FIRE REPAIRS CARLSBAD, CALIFORNIA li20t1 APPROVED IU\ C:r-~i-..?11 -z_, [1-i-'? PLANNING DATE OWN BY PROJECT NO. DRAWING NO. CHKD BY RS PIP 87-03 485-6L FIELD BY SE en ON 02811 IRRIGATION SYSlEM Note: In case of conflicts, Carlsbad Municipal Water District Standard specifications shall take precedence, Part 1 -GENERAL 1.01 WORK INCLUDED A. Provide complete irrigation system. 1. 02 RELATED WORK A. Section 02950 -Landscape Planting. B. Section 02970 -Landscape Maintenance. 1.03 QUALITY ASSURANCE A. Due to the scale of drawings, it is not always possible to indicate all offsets, fittings, sleeves, etc., which might be required. Carefully investigate the structural and finished conditions affecting the work. Install the work to ovoid conflicts between irrigation system, plantings, other site utilities, and architectural features. 1.04 SUBMITTALS A. Material List - 1. Furnish the articles, equipment, materials, or processes specified by name ,n the drawings and specifications. No substitution will be allowed without prior written approval by the Architect. 2. Submit complete material list prior to performing any work. Material list shall include the manufacturer, model number and description of all materials and equipment to be used. Substitutions must be identified as such. 3. Equipment or materials installed or furnished without prior approval of the Architect may be rejected and the Contractor required to remove such materials from the site at his own expense. 4. Approval of any item, alternate or substitute indicates only that the product or products apparently meet the requirements of the drawings and specifications on the basis of the information or samples submitted. B. Record Drawings: 1. Record accurately on one set of contract drawings all changes in the work constituting departures from the original contract drawings. 2. The changes and dimensions shall be recorded in a legible and workmanlike manner ta the satisfaction of the Architect or Owner's authorized representative. Prior to final inspection of work, submit record drawings lo the Architect or Owner's authorized representative. 3. Dimensions from/to permanent points of reference such as buildings, sidewalks, curbs, etc. shall be shown. Doto on record drawings shall be recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum 1/8 inch in size. 4. Show locations and depths of the following items: a. Point of connection (including water meters, backfiow preventors, master control valves, etc.) b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feet along routing and at all changes in direction) c. Gate valves d. Automatic remote control valves e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment (as may be directed) 5. Maintain record drawings an site at all times. Upon completion of work, transfer all as-built information and dimensions to a clean set of bond prints, using red, waterproof ink. C. Controller Charts - 1. Record drawings shall be approved by the Architect before controller charts are prepared. 2. Provide one controller chart for each controller supplied. 3. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will allow. 4. The chart is to be a reduced drawing of the actual as-built system. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to o size that will be readable when reduced. 5. The chart shall be a blackline or blueline ozalid print and a different color shall be used to indicate the area of coverage for each station. 6. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 5 mils thick. 7. These charts shall be completed and approved prior to final inspection of the irrigation system. D. Operation and Maintenance Manuals - 1. Prepare and deliver two (2) sets of operation and maintenance manuals as specified in Division 1 and as follows: a. Catalog and parts sheets on every material and equipment installed under this Contract. b. Guarantee statement. c. Complete operation and maintenance instructions on all major equipment. d. Assemble manual in hard cover three-ring binder with table of contents. 2. In addition to the above mentioned maintenance manuals, provide the Owner's maintenance personnel with instructions for major equipment and show evidence in writing to the Architect at the conclusion of the project that this service has been rendered. E. Equipment to be Furnished - 1. Supply as a part of this Contract the following tools: a. Two sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. b. Two five-foot valve keys for operation of gate valves. c. Two keys for each automatic controller. d. Six quick coupler keys and matching hose swivels for each type of quick coupling valve installed. 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final inspection can occur, evidence that the Owner has received material must be shown to the Architect. 1.05 STORAGE AND HANDLING A. Exercise care in handling, loading, unloading, and storing pvc pipe and fittings. B. Transport pvc pipe in a vehicle which allows the length of pipe to lie fiat for the full length of the pipe sections. C. Pipe sections dented or damaged will be rejected, whether installed or not. 1.06 GUARANTEE A. On Company letterhead, re-type the following information and provide to Owner at completion of project: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace defects in materials and workmanship, including damages consequential to defects in materials and workmanship and repair or replacement, which develop during one year after completion and acceptance of work, at no cost to Owner. We agree to make such repairs and replacements within a reasonable time, as determined by Owner, after receipt of notice. In the event of our failure to make such repairs and replacements within a reasonable time after notification by Owner, we authorize Owner to proceed to have such repairs and replacements made at our expense and we will pay all costs and charges upon demand. Project: Location: Signed: Company: Address: Date of Acceptance: Part 2 -PRODUCTS 2.01 PVC PRESSURE MAIN LINE PIPE AND FITTINGS A. Provide pvc Class 315 for pressure main line pipe sizes 2 inches and larger. 1. Fabricate pipe from an NSF approved Type I, Grade I, pvc compound conforming to ASTM D1784 resin specifications. Meet requirements set forth in FS PS-22-70, with an appropriate standard dimension ratio (S.D.R.) (Solvent-Weld Pipe). B. Provide pressure main line pipe for sizes 1-1/2 inch and smaller of pvc Schedule 40 with solvent welded joints. 1. Fabricate pipe from an NSF approved Type I, Grade I, pvc compound conforming to ASTM D1785 resin specifications. Meet requirements set forth in FS PS-21-70. C. Provide pvc solvent weld fittings of Schedule 80, 1-2, 11-1 NSF approved, in accordance with ASTM D2467. D. Provide solvent cement and primer for pvc solvent-weld pipe and fittings of type specified by manufacturer for project materials and conditions. E. Ensure that pvc pipe bears the following markings: 1. Manufacturer's name. 2. Nominal pipe size. 3. Schedule or class. 4. Pressure rating in psi. 5. NSF approval seal. 6. Date of extrusion. F. Ensure that fittings bear manufacturer's name or trademark, material designation, size, applicable IPS schedule or NSF seal of approval. 2.02 PVC NON-PRESSURE LATERAL LINE PIPE A. Provide non-pressure buried lateral line pipe fabricated of pvc Schedule 40, with solvent weld joints. B. Fabricate pipe specifications. (S.D.R.). from an NSF approved Type I, Grade II, pvc compound conforming to ASTM D1784 resin Meet requirements set forth in FS PS-22-70, with an appropriate standard dimension ratio C. Provide pvc solvent weld fittings of Schedule 40, 1-2, 11-1 NSF approved, in accordance with ASTM D2466. D. All other requirements for pvc non-pressure lateral line pipe are as specified for pressure main line pipe and fittings. 2.03 BRASS PIPE AND FITTINGS A. Provide red brass screwed pipe conforming with FS WW-P-351. B. Provide red brass fittings conforming with FS WW-P-460. 2.04 GATE VALVES A. Provide gate valves 3 inches and smaller of 125 pound SWP bronze with screw-in bonnet, non-rising stem and solid wedge disc. B. Provide with threaded ends and equip with bronze handwheel. C. Manufacturer: Nibco. 2.05 QUICK COUPLING VALVES A. Provide type with a brass two-piece body designed for working pressure of 150 psi, operable with quick coupler, identify as reclaimed water per drawings. 2.06 BACKFLOW PREVENTION UNITS A. Provide units of type and size required by drawings. B. Include wye strainers at backflow prevention units, with bronze screwed body with 60 mesh monel screen. 2.07 CHECK VALVES A. Include anti-drain valves of heavy-duty virgin pvc construction with FIP thread inlet and outlet. Provide stainless steel and neoprene internal parts. Ensure that anti-drain valves are field adjustable against drawout from 5 ta 40 feet of head. B. Manufacturer: Va Icon ADV. 2.09 CONTROL WlRING A. Make connections between the automatic controllers and the electrical control valves with direct burial copper wire AWG-UF 600 volt. Provide different colored pilot wires for each automatic controller. Provide white common wires with a different colored stripe for each automatic controller. Use No. 14 wire as a minimum. BIXBY LAND COMPANY 2211 Michelson Drive Suite 500 Irvine, CA 92612 949. 336. 7000 www .b ixbyland.corn B. Installation of the wiring will be in the same trench and installed along the same route as pressure supply or lateral lines where possible. C. Where more than one wire is placed in a trench, tape wiring together at intervals of 10 feet. D. Provide an expansion curl within 3 feet of each wire connection. Ensure sufficient length of expansion curl at each splice connection at each electrical control so that in case of repair, the valve bonnet may be brought to the surface without disconnecting the control wires. Loosely lay control wires in trench without stress or stretching of control wire conductors. E. Make splices with Rain bird Snap-Tile wire connectors. Use one splice per connector sealing pack. F. Field splices between automatic controller and electrical control valves will not be allowed without prior approval. 2.10 AU TOMA TIC CONTROLLER A. Provide type and size required by drawings. B. Final location will be as approved. C. Provide final hook-up to 120 volt electrical power. 2.11 ELECTRICAL CONTROL VALVES A. Provide type as specified on drawings. B. Include manual flow adjustment. C. Provide one control box for each electrical control valve. 2.12 CONTROL VALVE BOXES A. Use 10 inch box for all gate valves; 12 inch for automatic valves, with green bolt down cover. Provide 6 inch pvc extension sleeve. 2.13 SPRINKLER HEADS A. Provide sprinkler heads of the same size, type, and which deliver the same rate of precipitation with the diameter (or radius) of throw, pressure, and discharge as shown or scheduled an drawings. B. Provide spray heads with screw adjustment. C. Fabricate riser units in accordance with drawing details. D. Provide heads of same type by a single manufacturer throughout project. 2. 14 BOOSTER PU MP A. Refer to plumbing drawings and specifications for irrigation booster pump specification. Part 3 -EXECUTION 3.01 INSPECTION A. Exercise extreme care in excavating and working near utilities. Verify locations of in-place utilities and services. B. Coordinate installation so there will be no interference with utilities or other construction or difficulty in planting trees, shrubs, and ground covers. C. Carefully check all grades. 3.02 PREPARATION A. Prior to installation, stake out all pressure supply line routing and location of sprinkler heads. B. Obtain approval of layout by Architect. C. Connect system to water supply points, at approximate location shown on drawings. D. Make electrical connections for automatic controllers at approximate locations shown an drawings. 3.03 INSTALLATION A. Trenching: 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even grade. Follow layout indicated on drawings. 2. Coverage: 18 inches for pressure supply lines; 12 inches for non-pressure lines; and 18 inches far control wiring. B. Backfilling: 1. Do not backfill until required tests have been successfully performed and witnessed. Carefully backfill with excavated materials for backfilling, consisting of earth, loam, sandy clay, sand, or other approved materials, free from large clods of earth or stone. Mechanically compact landscaped areas ta dry density equal to adjacent undisturbed soil in planting areas. Conform to adjacent grades without dips, sunken areas, humps and other surface irregularities. 2. Initially place fine granular material backfill on all lines. No foreign matter larger than 1/2 inch will be permitted in the initial backfill. 3. Flooding of trenches will be permitted only with prior approval. 4. If settlement occurs and subsequent adjustments in pipes, valves, sprinkler heads, lawn or planting, or other construction are necessary, make adjustments without cast to Owner. C. Trenching and Backfill Under Paving: 1. Backfill trenches located under areas where paving, asphaltic concrete or concrete, with sand -6 inches under the pipe and 3 inches over -and compacted in layers to 95% compaction using manual or mechanical tamping devices. Compact trenches for piping to equal the compaction of the existing adjacent undisturbed soil and leave in a firm unyielding condition. Leave trenches flush with the adjoining grade. 2. Do not cut, jack, or bore through any in-place concrete. 3. Provide far a minimum cover of 18 inches between the top of pipe and bottom of aggregate base for all pressure and non-pressure pipe installed under asphaltic concrete piping. D. Assemblies: 1. Install irrigation lines following approximate routing shown an drawings. 2. Install no multiple assemblies in plastic lines. Provide each assembly with its own outlet. 3. Thoroughly clean pvc pipe and fittings of dirt, dust, and moisture before installation. Follow recommendations of manufacturer far installation and solvent welding. 4. On pvc to metal connections, work metal connections first. Use teflon tape, or other approved, on all threaded pvc ta pvc, and on all threaded pvc to metal joints. Light wrench pressure is all that is required. Where threaded pvc connections are required, use threaded pvc adapters into which the pipe may be welded. E. Line Clearance: Provide a minimum clearance of 6 inches from each other and from lines of other trades. Install parallel lines directly over one another. F. Automatic Controllers: Connect remote control valves to controllers in numerical sequence required by drawings. G. High Voltage Wiring far Automatic Controllers: Provide 120 volt connection to power source. H. Remote Control Valves: Install where shown. When grouped together, allow at least 12 inches between valves. Install each remote control valve in a separate valve box. Stencil each valve number on valved box top with exterior enamel paint. Where feasible, locate out of turf areas. I. Flushing of System: After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed, and prior to installation of sprinkler heads, open the control valves with a full head of water and flush out the system. J. Sprinkler Heads: Install heads where shown on drawings. Do not exceed maximum spacing shown on drawings or suggested by manufacturer. K. It is the intent of the irrigation drawings to indicate the installation of pop-up type sprinklers in landscaped areas adjacent to pedestrian circulation, vehicular circulation and anywhere that pop-up sprinklers would be required to provide for the safety and welfare of individuals and their respective property. In the event that pop-up type sprinklers have not been specified in these areas, it shall be the responsibility of the irrigation contractor to bring this ta the attention of the Architect immediately or install the pop-up sprinkler ta match those specified. 3.04 TEMPORARY REPAIRS A. Where it may be necessary ta excavate near existing trees, exercise care to avoid injury. Excavate by hand in areas where 2 inch and larger roots occur. Tunnel under and heavily wrap with several layers of burlap, roots 2 inches in diameter except where directly in the path of irrigation lines or conduit. Where a ditching machine is run close to trees having roots smaller than 2 inches in diameter, hand trim walls of the trench adjacent to the tree, making clean cuts. Paint cut and damaged roots 1 inch and larger with two coats of Tree Seal, or other approved. Close trenches adjacent to trees within 24 hours, or shade the tree side of the trench with burlap or canvas. 3.05 FIELD QUALITY CONTROL A. Adjustment of the System: 1. Flush and adjust sprinkler heads for optimum performance and to prevent averspray onto walks, roadways, parking areas, and buildings. 2. If it is determined that adjustments in the irrigation equipment can make the system more effective, make the approved adjustments prior to plantings. Adjustments could also mean changes in nozzle sizes and degrees of arc. 3. Lowering raised sprinkler heads must be accomplished within ten days after notification by Owner. 4. Set sprinkler heads perpendicular to finished grades unless otherwise shown an drawings. B. Testing of Irrigation System: 1. Request presence of Architect 48 hours in advance of each testing procedure. 2. Test pressure lines under hydrostatic pressure of 150 pounds per square inch, and prove watertight. Note: Testing of pressure main lines shall occur prior ta installation of electric control valves. 3. Test piping under to-be-paved areas under hydrostatic pressure of 150 pounds per square inch, and prove watertight prior to paving. 4. Sustain pressure in lines for at least 2 hours without pressure drop. If pressure drops within 2 hours, replace joints and repeat test until such time as no pressure drops occur. 5. Provide necessary force pump and other testing equipment necessary. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUIL r REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. IT11 CITY OF CARLSBAD PLANNINGI DIVISION DATE 8841 R[SEAROI IJR L.A. EXP. SUITE 200 REVIEWED BY: IRVIME • CA 92618 949. 387.1323 RIDGELA.COM DArE BY DESCRIPTION APP'D INSPECTOR DATE REVISIONS SPECIFICATIONS 6359 PASEO DEL LAGO SHELL B UILD1NG FIRE REPAIRS CARLSBAD, CALIFORNIA 92011 APPROVED ~~ g-, ~\-,:,4t -t-I --C • I "7 PLANNING DATE OWN BY PROJECT NO. DRAWING NO. RS CHKD BY PIP 87-03 485-6L FIELD BY 6. When the sprinkler irrigation system is completed, perform a coverage test to determine if the water coverage for planting areas is complete and adequate. Correct inadequacies installed without bringing possible deficiencies lo \he attention of the Architect in advance. Perform these tests prior to planting of ground covers. 3.06 MAINTENANCE A. Ensure complete successful system operation for 10 days under automatic operation prior to any subsequent construction operations such as plantings. 3.07 CLEAN-UP A. Clean-up after each portion of this work. Legally remove refuse and excess dirt from site, walks and paving by brooming and washing down. B. Correct damages to work of others to original condition. 3.08 FINAL OBSERVATION PRIOR TO FINAL ACCEPTANCE A. Operate each system in its entirety for the Architect at time of final observation. Rework items no\ to Architect's satisfaction. B. Show evidence that Owner has received accessories, charts, record drawings, tools and equipment required before final inspection can occur. 3.09 OBSERVATION SCHEDULE A. Provide the following prior notification for the meetings shown: 1. Pre-job conference -7 days. 2. Pressure supply line installation and testing -48 hours. 3. Automatic controller installation -48 hours. 4. Control wire installation -48 hours. 5. Lateral line and sprinkler installation -48 hours. 6. Coverage test -48 hours. 7. Final inspection -7 calendar days. B. Site observations cannot commence without Record Drawings. Party requesting observations are subject to hourly reimbursement to others if observations are requested without all other requirements having been met. END OF SECTION SECTION 02950 LANDSCAPE PLANTING Part 1 -GENERAL 1.01 WORK INCLUDED A. Soil Preparation. B. Planting. C. Staking. D. Sodding. E. Clean up. 1.02 RELATED WORK A. Section 02811 -Landscape Irrigation System. 1.03 QUALITY ASSURANCE A. Source Quality: 1. Submit documentation at leas\ 60 days prior to planting that all plant materials are available. Materials are subject to inspection after confirmation of ordering. 2. Materials are subject to inspection at place of growth and upon delivery, for conformity to specifications. Inspection, approval and rejection can also take place at other times during progress of work. 3. Request, in writing, inspection of plant materials at place of growth. Identify place of growth, and quantity of plants to be inspected. 4. As described in the planting notes for tree tagging, the Architect may op\ to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit \he nursery and select trees conforming \o specifications prior to review by the Architect. 1.04 SUBMITTALS A. Prior to installation submit for review and approval specifications and product information on items being used on project. Submit bound with list of items as cover sheet. Con form to Section 01300. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trade mark, and conformance to State law. B. Provide copies of receipts for all amendments specified in these specifications or in the Soils Report. C. Deliver plants with legible identification labels. Label trees, evergreens, bundles of containers of like shrubs and groundcover plants. State correct plant name and size indicated on plant list. Use durable waterproof labels with water-resistant ink which will remain legible for at least 60 days. D. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. E. Notify Architect 7 days in advance of delivery of plant materials and submit itemization of plants in each delivery. F. Store plants in shade and protect from weather. G. Maintain and protect plant material in a healthy, vigorous condition. H. Exercise care in handling, loading, unloading and storing of plant materials. Replace damaged materials. 1.06 JOB CONDITIONS A. Perform actual planting anly when weather and soil conditions are suitable in accordance with locally accepted practice. B. Coordinate this work of this section with installation of underground irrigation system, utilities, piping and watering heads. 1.07 SAMPLES AND TESTS A. Architect reserves the right to take and analyze samples of materials for conformity to specifications. Provide samples for testing upon request. Remove rejected materials from site immediately upon rejection at no additional cost. Testing costs will be paid for by Owner if materials prove to be in compliance with specifications. B. Prior to amending soils, contractor shall have soil tested for agricultural suitability as described in plan ting notes. C. Provide 1 cubic foot sample of medium grind topping mulch to Architect for review and approval. 1.08 GUARANTEE A. Guarantee materials against poor, inadequate, diseased and inferior materials and workmanship for one year ofter 90 day maintenance agreement expiration. Part 2 -PRODUCTS 2. 01 MATERIALS A. B. C. D. E. F. G. The following organic, soil amendments and fertilizer are to be used for bid purposes only. Specific amendments and fertilizer will be selected and specified ofter rough grading operations are complete and Contractor has hod soil samples tested. Provide standard, approved and first-grade quality materials, in prime condition when installed and accepted. Deliver commercially processed and packaged material in manufacturer's unopened containers bearing the manufacturer's guaranteed analysis. Supply a sample of all supplied materials accompanied by analytical data from an approved laboratory source illustrating compliance, or bearing the manufacturer's guaranteed analysis. Organic Amendment: 1. Nitrogen Stabilized: 0.56 \o 0.84 percent N based on dry weigh\ for wood residual or rice hulls. 2. Particle Size: 95 to 100 percent passing 6.35 mm standard sieve; 80 to 100 percent passing 2.33 mm standard sieve. 3. Salinity. Ensure \hat saturation extract conductivity does not exceed 3.5 millirnohs per centimeter at 25 degrees C. as determined by saturation extract method. 4. Iron Content: Minimum 0.08 percent dilute acid soluble Fe on dry weight basis. 5. Ash: 0 to 6 percent dry weight. Soil Amendment: 1. Soil Sulfur: Agricultural grade sulfur containing minimum of 99 percent sulfur expressed as elemental. 2. Iron Sulfate: 20 percent iron expressed as metallic iron, derived from ferric and ferrous sulphate, 10 percent sulfur expressed as elem en \al. 3. Calcium Carbonate: 95 percent lime as derived from oyster shells. 4. Gypsum: Agricultural grade product containing 98 percent minimum calcium sulphate. F er\ilizer: 1. Planting Fertilizer: pelleted or granular form consisting of the following percents by weight and mixed by commercial fertilizer supplier: 6-nitrogen, 20-phosphoric acid, 20-potosh. 2. Planting Tablets: Provide slow-release type with potential acidity of not more than 5 percent by weight containing the following percents by weight of nutrients listed: 20-nitrogen, 10-phosphoric acid, 5-potash, 2.6-combined calcium, 1.6-combined sulphur, 0.35-iron elemental from ferrous sulfate. Provide in 21 gram tablets manufactured by Agriform, or other approved. 3. Hydroseeding Fertilizer: provide ammonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potash. 4. Pre-Sod fertilizer: Provide \ype consisting of the following percents by weight and mixed by a commercial fertilizer supplier: 16-hydragen, 20-phosphoric acid, 8-potash. 5. Sulphate of potash: 0-0-50. 6. Single super-phosphate: Commercial product containing 18 to 20 percent available Phosphoric Pentoxide, or other approved. 7. Urea formaldehyde: 38-0-0. 8. Hydroseeding fertilizer: provide amonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potash. Import or Amended Top Soil: Ensure silt plus cloy content of top soil does not exceed 20 percent by weight, with a minimum 95 percent passing \he 2.0 mm sieve. Do not allow the sodium absorption ratio SAR to exceed 6. The electrical conductivity (ECE) of the saturation extract cannot exceed 3.0 millimohs per centimeter at 25 degrees C. Ensure boron content is less \hon 1 part per million os measured on \he saturation extract. To ensure compliance with these requirements, submit samples of soil for analysis prior to, and following backfilling. Plan\ Materials: 1. 2. 3. Provide plant materials in accordance with State Department of Agriculture's regulation for nursery inspections, rules and ratings. Provide plants with o normal habit of growth, sound, healthy, vigorous and free from insect infestations, plant diseases, sunscalds, and other disfigurements. Ensure tree trunks are sturdy and have well hardened systems and vigorous and fibrous root systems which are not root or pot-bound. In the event of disagreement as to condition of root system, the root conditions of the furnished plants in containers will be determined by removal of earth from \he roots of not less than two plants, or more than 2 percent of the total number of plants of each species or variety. Where container grown plants are from several sources, roots of not less than two plants of each species or variety from each source will be inspected. In the event that the sample plants inspected are found to be defective, the entire lot or lots of plants represented by the defective samples may be rejected. Plants rendered unsuitable for planting due to this inspection will be considered samples and will be provided at no cost to the Owner. Size of plants will correspond with \hot normally expected for species and variety of commercially ovoiloble nursery stock or os specified on drawings. The minimum acceptable size of plants measured before pruning with the branches in normal position, must conform with the measurements specified in plant list. If approved by The Owner, larger sized plants may be used, but without additional cost. If larger plants are approved for use, the ball of earth or spread of roots for each plant will be increased proportionately. Plants not meeting requirements of these specifications are considered to be defective whether in place or not. They mus\ be immediately removed and replaced with new acceptable and approved plants of the required size, species and variety at no additional cost to the Owner. BIXBY LAN() COMPANY 2211 Michelson Drive Suite 500 Irvine, CA 92612 949.336.7000 www .b ixbyland.corn 4. Pruning: Do not prune, trim, top or alter the shape of trees or plants except as approved. 5. Provide plant material true to botanical and common name and variety as specified in Annotated Checklist of Woody Ornamental Plants in California, Oregon and Washington, published by University of California School of Agriculture (latest edition). 6. Nursery Grown and Collected Stock: Grow under climatic conditions similar to those in locality of project; container-grown stock in vigorous, healthy condition, not root-bound or with root system hardened off. Use only liner stock plant material which is well established in removable containers or formed homogeneous soil sections. 7. Sod: Provide Marathon II or approved equal. 8. Select trees which are aesthetically desirable and are good examples of the species. Trees with gashes, misshapen trunks or branches, topped leaders, structural defects, badly crossed branches, or other visual defects will no\ be accepted. 9. Seed: Label seed and provide in sealed containers with signed copies from vendor certifying that each container is fully labeled in compliance with State Agricultural Cade and is in compliance with minimum requirements of these specifications. Wet, moldy or damaged seed will not be permitted. Provide seed mix per pion. H. Hydroseeding Fiber Mulch: Provide Hydro-mulch as manufactured by Conwed, or other approved equal, composed of wood cellulose fiber and containing no germination or growth inhibiting factors. Ensure a consistent texture which disperses evenly and remains suspended in agitated water. Provide with a temporary green dye and the following percentage property analysis: moisture content 9 plus or minus 0.8; 3 o.d. basis; organic matter 99.2 plus or minus 0.8; ash content 0.8 plus or minus 0.2;pH 4.8 plus or minus 0.5;woter holding capacity (grams of H20 per 100grams of fiber) 1150 minimum. I. Hydroseeding Additive (Binder): Provide Ecology Control-M-Binder organic seeding additive. J. Guying and Staking Materials: 1. Wood Tree Stakes: lodge pole pine, full treated with Coppernaphthanate Wood Preservative in strict accordance with FS TT-W-572 Type I, Composition B, 2 inch minimal normal size diameter by 10 feet long, no split stakes. 2. Ties: Provide rigid tie stock No. CT, size corresponding \o tree box size as manufactured by VIT Company or other approved. K. Tree Paint: Provide Marrison Tree Seal, Cabot Tree Paint, or other approved. L. Water: Provide clean, potable water. M. Mulch: Provide dork brown, medium grind bark, consisting of organic, fibrous, woody bark mixture of varied particle size such that 90 \o 100 percent passes 1 inch sieve, 80 to 100 percent passes 1/2 inch sieve, and 20 to 60 percent passes 1/4 inch sieve, or approved equal. Mulch shall be free of contaminants and weed seed and shall hove a pleasant musty or moldy soil-like odor. Putrid, ammonia and sour-smelling materials will be deemed unacceptable. Recycled construction materials will not be permitted. N. Wood Headerboards: 1. Provide 2-inch by 4-inch pressure treated Douglas fir or redwood construction grade headerboards. Make splices with 1-inch by 4-inch pieces no less than 12 inches long. Place 1-inch by 3-inch by 16-inch stakes ot intervals of not more than 5 feet. Cut stakes level and set below top of headerboords. 2. On sharp turns and curves, four ½-inch by 4-inch laminated boards, or \wo 1-inch by 4-inch laminated boards may be permitted. 3, Nail stakes and splices with galvanized common nails. Nail os required for solid installation. 4. Provide header as shown on drawings, laid true to line and grade, protect in-place adjacent improvements, shrubbery and other properties. Place stakes on ground cover side of header. 0, Sand: Provide washed silica sand. P. Root Barrier: U824-2 by Deep Root Corp., (800)458-7668. Install at oil trees within 5' of concrete paving, curbs or mow strips, or as shown on plans. Install barrier with vertical ribs facing toward the tree and with the top edge ½" above finish grade. Port 3 -EXECUTION 3.01 INSPECTION A. Obtain certification that final grades to 1/10 foot have been established prior to commencing landscaping operations. Provide for inclusion of all amendments, settling, etc. Be responsible for shaping all planting areas as indicated on drawings or os required. B. Inspect trees, shrubs and liner stock plant material far injury, insect infestation and trees and shrubs for improper pruning. C. Do not begin planting of trees until deficiencies are corrected or plants replaced. 3.02 PREPARATION A. Sail Preparation: 1. After proper finished grades have been verified or established, cross-rip all planting areas to a depth of 12", condition and fertilize soil in accordance with recommendations of soil testing laboratory and as approved by Owner. The following is for bid purposes only. Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller into \op 6 inches of soil. Application rates per 1,000 square feet: Nitrogen stabilized organic amendment 4 cubic yards 16-16-16 Commercial Fertilizers 15 lbs. Agricultural gypsum 100 lbs. Soil sulphur 20 lbs. 2. At time of planting, ensure that top 2 inches of all areas to be planted or seeded are free of stones, stumps, and other deleterious matter 1 inch in diameter or larger, and free from wire, plaster, concrete, wood, and similar materials which would cause hindrance to planting or maintenance. B. Final Grades: Make minor modifications to grade as may be necessary \o establish required final grade. Ensure that finish grade provides proper drainage of the site and surface drainage is away from building. Final grades are to be 1 inch below adjacent paved areas, sidewalks, valve boxes, headers, clean-outs, drains, manholes, etc., or as shown on drawings or required by City. Eliminate erosion scars prior to commencing maintenance period. 3.03 PLANTING INSTALLATION A. General: 1. Perform actual planting only during those periods when weather and soil conditions ore suitable and in accordance with locally accepted practice, as approved. 2. Distribute in planting areas only as many plants as can be planted and watered that same day. 3. Ensure that containers which are opened and plants removed are handled with care such that ball of earth surrounding roots is not broken and that plants ore planted and watered immediately. Do no\ open containers prior to placing plants in planting areas. 4. The irrigation system shall be operational and approved prior to planting. 8. Pre-Plant Weed Control: 1. Use a non-selective systemic contact herbicide as recommended and applied by an approved licensed landscape pest control advisor and applicator. Leave sprayed plants intact for at leas\ 15 days. 2. Clear and remove these existing weeds by mowing or grubbing off all plant ports at least 2 inches below surface of soil over entire areas to be planted. 3. After irrigation system is operational, apply water for 10 days as needed \o achieve weed germination. Apply contact herbicides and wait os needed before planting. Repeat as required. 4. Maintain weed free site until acceptance by Owner. C. Lay-Out: Mark locations for plants and outlines of areas \o be planted before any pion\ pits are dug. Gain City approval. If underground construction or utility lines are encountered in the excavation of planting areas, other locations for planting may be selected by Owner. Accomplish layout with fiagged grade stakes indicating plant names and specified container size on each stake. Confirm location and depth of underground utilities and obstructions. D. Planting of Trees and Shrubs: 1. Strip and stock approved excavation for planting which is encountered within areas for trenches, tree holes, plant pits and planting beds. 2. Remove from site excess soil generated from planting holes and not used for backfilling. 3. Protect areas from excessive compaction when trucking plants or other materials ta planting areas. 4. Provide excavated holes with vertical sides with roughened surfaces and of a size twice the diameter and 1-1/2 times the depth of the root ball for all trees and shrubs. 5. Cut cons on two sides with acceptable can cutter only. Do not injure root ball. Superficially loosen edge roots on three sides after removing from can. 6. Remove bottom of plant boxes before planting. Remove sides without damage to root ball after positioning plan\ and partially backfilling. 7. Center plant in pit or trench. 8. Face plants with fullest growth into prevailing wind. 9. Set plant plumb and hold rigidly in position until soil has been firmed around ball or roots. 10. Backfill container plants with: 6 parts by volume on-site soil 4 parts by volume organic amendment 1 pound 6-20-20 fertilizer mix/cu. yd. of mix 2 pounds iron sulfate per cubic yard of mix Note: The above is for bid purposes only. Specific backfill recommendations are made as a result of the soils testing described on the planting plan. 11. Raise all plants which settle deeper than \he surrounding grade. After plant has been placed, add sufficient backfill to hole to cover approximately 1 /2 of root ball. Add water to the top and thoroughly saturate roo\ ball and adjacent soil. 12. After water has completely drained, place planting tablets: 1 tablet per 1-gollon container 2 tablets per 5-gallon container 3 tablets per 15-gallon container 4 tablets per 24 inch box 5 tablets per 30 inch box 6 tablets per 36 inch box 7 tablets per 42 inch box 8 \oble\s per 48 inch and larger boxes Set planting tablets with each plant on top of root ball while plants are still in their containers so the required number of tablets con be verified. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION DATE 8841 RESEARCH DR L.A. EXP. SUITE 200 REVIEWED BY: IRVIHE • CA 92618 949. 387.1323 RIDGElJ\.COM DATE BY DESCRIPTION APP'D INSPECTOR UATE REVISIONS SPECIFICATIONS 6359 PASEO DEL LAGO SHELL BUILDING FIRE REPAIRS CARLSBAD, CALIFORNIA 82011 APPROVED Ii~\ ~~1--1t -Z· lT-1'? PLANNING DATE DWN BY PROJECT NO. DRAWING NO. CHK□ BY RS FIELD BY PIP 87-03 485-6L E. 13. Backfill remainder of hole and \amp firm. Construct an earthen basin around each plan\ after backfilling. Provide basin of depth sufficient to hold at least 2 inches of water. Construct basins with amended backfill. Remove basin in all turf areas after initial watering. 14. Limit pruning to minimum necessary. Remove in_i.Jred twigs and branches. Pruning may not be done prior to delivery of plants. Paint cuts over 3/4 inch in diameter with tree paint. 15. Stake trees immediately after planting. Install stakes plumb. 16. Do not bring iron sulfate into contact with concrete surfaces due to potential staining. Contractor is responsible for cleaning or replacing stained surfaces. Planting Groundcover: 1. 2. 3. Ensure \hat groundcover remains in the flats until transplanting. Flats' soil must contain sufficient moisture so it will not fall apart when lifting plants. Plant groundcovers in straight rows evenly spaced unless shown otherwise, and at intervals required by drawings. Use triangular spacing unless otherwise noted on drawings. Plant each rooted plant with its proportionate amount of flat soil. Immediately sprinkle after planting until entire area is soaked to full depth of each hole. Protect plants from damage and trampling. F. Hydroseeding: 1. Install large trees and shrubs (5 gallon and larger) if they occur in hydroseeded areas. 2. Install trees and shrubs (1 gallon) and groundcovers from fiats if they occur in hydroseeded areas. 3. Provide seed mixes as shown on plan. 4. Apply hydro-seed by an approved hydro-mulch company. 5. Apply in a form of slurry consisting af cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on soil, ensure that hydro -mulch forms a blotter like groundcover impregnated uniformly with seed and fertilizer and allows the absorption of moisture and rainfall to percolate to the underlying soil. 6. Prepare the slurry at the site by first adding water ta the tank when the engine is at half throttle. When water level has reached height of agitator shaft, provide full circulation, then add seed, followed by fertilizer, then mulch. Only add the mulch to the mixture after the seed and the tank is at least 1/3 filled with water. By the time the tank is 2/3 to 3/4 full, all mulch shall be in. Commence spraying immediately when tank is full. 7. Spray with uniform visible coat by using the green color as a guide. Apply the slurry in a sweeping motion, in an arched stream so as to fall like rain allowing the wood fibers to build on each ather until a good coat is achieved and the material is spread at the required rates. 8. Remove slurry not used within two hours from the site. 9. Fill out \he daily worksheets by the nozzle man, with the following information: Seed type and amount, mulch type and amount, number of loads and amount of water, seeding additive type and amount, area covered and equipment used, capacity and license number. 10. Do no\ allow any slurry to be sprayed into any reservoir basin or drainage ditches and channels which may impede the flow of rain or irrigation water. Clean up any spilled slurry. 11. After application of hydro-mulch, wash excess material from previously planted materials and architectural features. Avoid washing or eroding mulch materials. 12. Ensure that application equipment has a built-in agitation system and operating capacity sufficient to agitate, suspend and mix a slurry containing not less than 40 pounds of fiber mulch plus a combined total of 7 pounds fertilizer solids far each 100 gallons of water. 13. Slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non-fluctuating discharge. Capacity requirement is 1,500 gallons, mounted on a traveling unit, either self-propelled or drawing by a separate unit which will place slurry tank and nozzles within sufficient proximity of areas to be seeded. 14. Hydraulic equipment used for pesticide applications shall consist of a clean 150 gallon capacity fiberglass tank, complete with mechanical agitation. Pump volume shall be 10 gallons per minute, while operating at a pressure of 100 pounds per square inch. Distribution lines shall be large enough to carry the volume of water necessary for even chemical distribution. Spray nozzle must cover a 15-faot swath, with a minimum output of 5 gallons per minute at 80 pounds per square inch. G. Sod Planting: 1. Remove rocks, weeds and debris from areas to be sodded. Work up soil to a depth of 6 inches, and break up all clods. 2. Carefully smooth all surfaces ta be sodded. Roll area to expose soil depressions or surface irregularities. Re-grade as required. 3. Spread turf fertilizer 16-20-0 onto soil evenly at rate of one pound per 100 square feet of lawn area. Rake in lightly. Be sure soil is level and smooth before laying sod. Avoid laying sod on bane dry soil. 4. Lay first strip of sod slabs along a straight line use a string in irregular areas. Butt joints tightly, do not overlap edges. On second strip, stagger joints much as in laying masonry. Use a sharp knife to cut sod to fit curves, edges, sprinkler heads. 5. Do not lay whole lawn before watering. When a conveniently large area has been sodded, water lightly preventing drying. Continue to lay sod, and to water until installation is complete. 6. After laying sod, roll lightly to eliminate irregularities and to farm good contact between sod and soil. Avoid heavy roller or excessive initial watering which may cause roller marks. 7. Water thoroughly the completed lawn surface. Soil should be moistened at least 8 inches deep. Repeat sprinkling at regular intervals to keep sod moist at all times until rooted. After sod is established, decrease frequency and increase amount of water per application as necessary. 8. Replace all dead or dying sod with equal material. H. Mulch Cover: Dress all groundcover, perennial and annual beds with 2" layer of mulch, except 2: 1 slopes and turf areas. 3.04 CLEAN-UP A. After all planting operations are complete, remove all \rash, excess sail, empty plant containers, and rubbish from the property. Repair scars, ruts and other marks in the ground and leave ground in a neat and orderly condition. B. Leave the site in a broom-clean condition, and wash down all paved areas within the project site. Leave walks in a clean and safe condition. 3.05 OBSERVATION SCHEDULE A. Notify Owner in advance for the following inspections, according to the time specified: 1. Pre-Job conference -7 days. 2. Final grade review -48 hours. 3. Plant material review -48 hours. 4. Plant layout review -48 hours. 5. Soil preparation and planting operations 48 hours. 6. Pre-maintenance -7 days. 7. Final inspection -7 days. B. No site visits shall commence without all items noted in previous observation reports either completed or remedied unless such compliance has been waived by the Architect. END OF SECTION SECTION 02970 LANDSCAPE MAINTENANCE Part 1 -GENERAL 1.01 SECTION INCLUDES A. 90 day maintenance. B. Weeding. C. Fertilization. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02811 -Landscape Irrigation. B. Section 02950 -Landscape Planting. C. Section 02520 -Portland Cement Concrete Paving. 1.03 QUALITY ASSURANCE A. Provide services by an experienced landscaping maintenance company. 1.04 MAINTENANCE PERIOD A. Continuously maintain all site areas involved in this contract during the progress of work and during the maintenance period until final acceptance of the work by City. Improper maintenance or possible poor condition of the project at the termination of the scheduled maintenance period may cause postponement of the final completion date of the Contract at no additional cost ta Owner. Continue maintenance until acceptable to the Owner. B. Provide sufficient numbers of workers and adequate equipment to perform work during maintenance period. C. Maintenance period does not start until all elements of construction, planting, and irrigation far the complete project are in accordance with the contract documents far this project. D. Request an inspection to begin maintenance period after oil planting and related work has been completed in accordance with contract documents. Maintenance period commences as described in written notification by the Owner. E. Prior to commencement of maintenance period, ensure that all ground covers and lawn areas have been planted and that all lawn areas show an even, healthy stand of grass seedlings or sod, grass having been mown twice. F. Any day or days that there is failure ta properly maintain plantings, replace suitable plants, perform weed control or maintain hardscape areas will not be credited as part of the 90 days maintenance. The project will not be segmented into maintenance phases. G. Keep paved areas free of silt, dirt, leaves and other planting area debris. Maintain these areas at least broom clean through the duration of the maintenance period, cleaning no less often than once per week. 1.05 GUARANTEE AND REPLACEMENT A. Guarantee: Guarantee plant material against any and all poor, inadequate or inferior materials and workmanship for one year. Replace plants found to be dead or in poor condition due to faulty materials or workmanship, at no extra cost to Owner. B. Replacement: Replace materials found to be dead, missing or in poor condition during the maintenance period immediately. The Architect is the sole i.Jdge of the acceptability of condition. Make replacements of materials within 15 days after condition develops or written notification from Architect has been sent. Architect has the right to make emergency repairs without releasing Contractor's guarantee and warranty to Architect. 1.06 INSPECTIONS A. Request normal progress inspection at least 72 hours in advance of an anticipated inspection. Inspections are as follows: 1. Immediately prior to commencement of this maintenance work. 2. Completion of first [90] day maintenance period. 3. Final acceptance. 1.07 PROJECT FINAL ACCEPTANCE A. Prior to date of final inspection, acquire approved reproducible prints and finally record from the job record set, all changes made during construction and deliver them ta Architect. B. Deliver guarantees to Architect. Part 2 -PRODUCTS 2.01 MATERIALS A. Ensure that all materials conform to other sections of these specifications for planting and irrigation, and as acceptable ta Architect. B. Provide monthly record of all herbicides, insecticides and disease control chemicals used on site. Part 3 -EXECUTION 3.01 MAINTENANCE A. Weed and cultivate all areas at intervals of not mare than 10 days. B. Perform watering, mowing, rolling, edging, trimming, fertilization, spraying, pest control, and cleaning as may be required. C. D. Street gutters and curbs are to be included. Maintain adequate protection for people and property, and be financially responsible for damages and injuries. Notify the Architect immediately should damage occur as a result of maintenance operations and provide repair or remuneration. -;=--:,•,::.>pn thP ·::;:-:,,-. -.r", :)0th rn =ir;,:,r ;,-:,y of' thP --. r--:c:,r•:;TP rwric", ---~-=;c:>.si", Dr ['ps~, ~ sµoLs Ut _, -=--=-,', Jiin Lh!! ,_,.,, :,· -c!· !:' nrn ML-, . .,,.· · ~ .J'11Lh is · _ ·_ -:: ._,-=· l. BIXBY LAND COMPANY 3.02 TREE AND SHRUB CARE A. Watering: Maintain a large enough water basin around plants so that enough water can be applied to establish moisture through the major root zone. When hand watering, use a water wand to break force of water. B. Pruning: 1. Prior to any pruning obtain written approval from the Architect to proceed. 2. Trees: o. Propose tree pruning to the Architect should there be health or structural reasons for doing so, including the need to eliminate diseased or damaged growth, eliminate structurally unsound growth, reduce potential for wind toppling or wind damage, or maintain growth within limited space. b. If requested by the City provide pruning for aesthetic enhancement according to "pruning11 by Sunset Books. c. Major pruning of deciduous trees shall be during their dormant season. 3. Shrubs: a. The objectives of shrub pruning are the same as for trees. Do not clip shrubs into balled or boxed forms unless such is required by the design. b. Make pruning cuts to lateral branches or buds or flush with trunk. Stubbing will not be permitted. C. Staking and guying: Ensure that stakes and guys remain in place through acceptance and monitor to prevent girdling of trunks or branches and to prevent rubbing that causes bark wounds. All nursery stakes shall be removed. D. Weed control: Keep oil areas free of weeds. Use recommended legally approved herbicides. Avoid frequent soil cultivation that destroys shallow roots. Use mulches per specifications to help prevent weed seed germination. E. Insect and disease control: Maintain a reasonable control with approved materials. F. Fertilize as specified by the agronomic soils testing recommendations and as follows for bid purposes: 1. Commencement of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 2. At end of first 30 days of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 3. At end of maintenance period and at 30 day intervals should maintenance period be extended for any reason -6 pounds per 1,000 square feet with fertilizer mix. 4. Avoid applying fertilizer ta the root ball and base of main stem; rather, spread evenly under plant to drip line. Rates will vary from about a cup of nitrate fertilizer ( depending upon nitrogen percentage) around a newly installed small plant to about 1/2 pound of actual nitrogen per inch of truck diameter measured four feet from the ground for mature trees. G. Replacement of plants: Replace dead, dying and m1ss1ng plants with plants of a size, condition and variety acceptable to the Architect at no additional cost to the Owner. 3.03 GROUND COVER CARE A. Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or with selective systemic herbicides. Hae weeds as little as possible since this may result in plant damage. B. Watering: Water enough that moisture penetrates throughout root zone and only as frequently as is necessary to maintain healthy growth. C. Trash: Remove as it accumulates, but no less often than weekly. D. Edging and trimming: Edge ground cover to keep in bounds. E. Replace dead and missing plants at no additional cost to the Owner. 3. 04 LAWN AND TU RF CARE A. Turf must be well-established prior to final acceptance. B. Watering: Water lawns at such frequency as weather conditions required ta replenish sail moisture below root zone. C. Weed control: If needed, control broad leaf weeds with selective herbicides. D. Mowing: 1. Perform mawing at such times of the day or week as may be requested by the Owner so as not to impede the Owner's operations. Mowing times may be at times other than normal working hours or days. Perform work at Owner's convenience at no additional cast to \he Owner. 2. Clean up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. E. Renovating: 1. If required, remove thatch by verticutting, preferably in the Fall of the year, but otherwise in the Spring. At this time, fertilize with nitrate and over-seed if needed. Over-seeding must precede pre-emergent herbicides by at least 4 to 6 weeks. Normally, this means that lawns which have been invaded by crabgrass would be renovated and over-seeded in the Fall and treated for crabgrass control in the fallowing late Winter. 2. Cleon up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. 3.05 IRRIGATION SYSTEM A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out after removing the last sprinkler head or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no overspray. B. Controllers: Set and program automatic controllers for seasonal water requirements. Give Owner a key ta controllers and instruction on haw to turn off system in case of emergency as specified in other sections of these specifications. C. Repair all damages to irrigation system at no additional cost to the Owner. Make all repairs within one watering period. END OF SECTION "AS-BUILT" DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 2211 Michelson Drive Suite 500 Irvine, CA 92612 949.336.7000 8841 RESEAROI UR L.A. EXP. SUITE 200 REVIEWED BY: IRVIHE • CA 92618 949.387.1323 www.bixbyland.com RIDGHA.COM DATE BY DESCRIPTION INSPECTOR DATE REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION SPECIFICATIONS 6359 PASE'O DEL LAGO SHELL BUILDING FIRE REPAIRS CARLSBAD, CALIFORNIA 820n APPROVED ,tcel \ ~-f;:\\-0 tr t·/1-l"i PLANNING DATE OWN EY PROJECT NO. DRAWING NO. CHKD BY RS FIELD BY PIP 87-03 485-6L