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HomeMy WebLinkAboutDWG 461-3L; PD 08-10; MS CONSULTS OFFICE BLDG; 01-09REQUIREMENTS: $LOPES 6: 1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIEO HEREIN SHALL BE TREATEO WITH ONE OR MORE OF THE FOLLOWING PLANTING STANOARDS: STANDARD #1 -COV£R CR(£/R£1NFORCJNG STRAW MAWNG: COVER CROP SHALL BE A $EEO MIX 1YPICALLY MADE UP OF QUICK GERMINATING ANO FAST COVERING GRASSES, COVER, ANO/OR WILO FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR C/1Y APPROVAL PRIOR TO APPL/CAT/ON. THE COVER CROP SHALL BE APPLIED AT A RATE ANO MANNER SUFFICIENT TO PROVIDE 90Jt COVERAGE WITHIN THIR1Y (30) DAYS. REINFORCING STRAW MATTING SHALL BE AS APPROVEO BY THE C/1Y AND STAKED TO SLOPE AS RECOMMENDEO BY THE MANUFACTURER. REINFORCING STRAW MATTING $HALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCING $TRAW MATTING SHALL BE U$EO THE REMAINOER OF THE YEAR. A. STANDARD #2 -GROUNO COVER ONE HUNDRED ( 1 OOJ:) PERCENT OF THE AREA SHALL BE PLAN TEO WITH A GRDUNO COVER KNOWN TO HAVE EXCELLENT $OIL BINO/NG CHARACTERISTICS (PLANTED FROM MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). 8. STANDARD fJ -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-J/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVEN1Y (70Jt) PERCENT OF THE SLOPE FACE (AT MATURE $1ZE). C. STANOARD /4 -TR££S AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTEO FROM A MINIMUM OF 1 GALLON CONTAINER) AT A MINIMUM RATE OF ONE(1) PLANT PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6: 1 OR STEEPER AND: A. J' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARO #1. 8. J' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, 2, ANO J. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #J and /4. AREAS GRADEO FLATTER THAN 6: 1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONOITIONS: A. SHEET GRADEO PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE C/1Y. C. IDENTIFIEO BY THE C/1Y AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. CITY OF CARLSBAD EPARTMENT OF ENGINEERING LANDSCAPE IMPROVEMENT PLANS MC2 CONSULTANTS, OFFICE BUILDING 2055 CORTE DEL NOGAL CARLSBAD,CA INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALLBE PERFORMED BY THE LANOSACPE ARCHITECT OF WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIF/CATIONS FOR THE SCEDULE OF REQU/REO INSPECTIONS AND REQUIREED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDAP[ ARCHITECT OF WORK WILLCERTIFY THAT THE: INSTALLATION HAS BEE:N COMPLETEO BY SUBMITTING THE "FINAL LANDSACPE CERTIFICATION FORM". A REQUEST FOR FINAL LANDCAPSE INSPECTION BY THE C/1Y MUST ALSO BE MADE: BY CALLING THE INSPECTION REQUEST LINE. "FINAL INSPECTION CERTIFCATION FORM" FAX TO 760-944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602 ALL IRRIGATION BACKFLOW PREVENTER$ SHALL BE TESTEO 8Y A CERT/FED TESTER AND RESULTS MUST BE GIVEN TO THE C/1Y ANO CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER ANO BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARO COPPER". APPROVEO CONRACT BACKFLOW TESTERS CAN BE FOUND ON THE C/1Y WEB SIRE AT WWW.CI.US/PDFDOC.HTML?PID=J40 AS-BUILTS: AS-BUILT PLANS FOR ALL PROJECTS (BONDED AND NO-BONDED, PUBLIC AND PRNATE) ARE REQUIRED TO BE SUBMITTED. SUBMITTAL OF AS-BUILT PLANS SHALL BE AS REQUIREO 8Y THE ENGINEERING ANO PLANNING DEPARTMENTS. T/1E FINAL PLANS SHOULO 8E PREPARED BY T/1[ LANDACPE ARCHITECT FROM DIMENSIONS PROV/OED BY THE CONTRACTOR. FINAL AS-BUILT PLANS SHALL BE DRAFTEO CLEARLY TO THE SAT/FACTION OF T/1E C/1Y, AND ORIGINAL MYLARS SHALL BE SUBMITTEO TO THE C/1Y OF THIER KEEPING. T/1£ FINAL IRRIGATION AS-BUILT PLAN$ WILL BE REQU/REO TO BE REVIEWE.0 ANO APPROVEO 8Y THE C/1Y ANO FINAL MYLARS WILL BE REQUIREO TO BE APPROVEO ANO SIGNED BY THE C/1Y PRIOR TO PLANNING SIGNING THE PERMIT CARD. . LANDSCAPE CALCULATIONS: PARKING ARE.A: 41170 $.F. OF PARKING AREA LANDSCAPE AREA REQUIRED JJ: OR 1235 S.F. LANDSCAPE AREA PROVIDED 2345 S.F. TOTAL NUMBER OF PARKING SPACES: 104 NUMBER OF TREES REQUIREO 1 TR££ PER 4 SPACES OR 26 TREES TOTAL NUMBER OF PARKING LOT TREES PROVIOEO 26. I HEREBY DECLARE THAT I AM T/1E LICENCEO DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXCISEO RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINEO IN SECTION 6703 OF THE BUS/NIESS AND PROFE.SSIONS CODE, ANO THE THE OESIGN /$ CONS/STANT WIT/1 CURRENT STANDARDS. I UNDERSTANO THAT THE CHECK OF PROJECT ORAWINGS ANO SPECIF/ACTIONS BY T/1E C/1Y OF CARLSBAO 9ANO THE C0UN1Y OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALT/1) /$ CONFINEO TO REVIEW ONLY ANO DOES NOT RELIEVE ME, AS THE L/CENSEO DESIGNE:R OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPAREO IN SUBSTANnAL CONFORMANCE WIT/1 T/1E APPROVEO LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE VICINITY MAP ~ NO SCALE PROJECT LOCATION TH/$ PROJECT IS LOCATEO WIT/1/N ASSESSORS PARCEL NUMBER 204-251-04, 05H[ CALIFORNIA COOROINATE INDEX OF THIS PROJECT IS: N 2000, E 6225. SHEET INDEX TITLE SHEET SITE & LIGHTING PLAN IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING PLAN LANDSCAPE DETAILS LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 ~ SITE MAP NO SCALE TITLE SHEET FDR• "AS-BUILT " APPROVED FDR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS, INSPECTOR CATE I S1EET I CITY OF CARLSBAD I SH9ETS I PIANNING DEPARTMENT MC CONSUL TS OFFICE BLDG. 2055 CORTE DEL NOGAL CARLSBAD, CA PROTECT. PLAN, AND ALL CONDITIONS OF AP OV. ~ NG TO LANDSCAPING. BY:~~ ___::_ __ DATE: 11-'Z,\, 0'# I . I JAMES P. BENED~?' §et tei ~~~~~-~ 1--------+--+------------+--+---+----+---l I APH~~ Y-:· ~-..,ft It.• 'i•cb I . PLANNING DATE _ ~D:::W:::N::::;::BY=,=_=_=_=_=~:::::;--;===PR=O=J=EC=T=N=O _==;-;::D=R=A=W=I N=G=N=O~. ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 DATE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL ~~~g ~~· --PD-08-10 461-3L DATE INITIAL _ CITY APPROVAL C.M.W.D. ---1·-- ~ () ()"' --n I _C) ~ \ 0 f--w m <(,, ~;iJ _J w 0 w f---,; aj q u I / U) "' 7J I ·/ " I • 0 " I I . r----r---- N r---- wl : ~I 0) 11) • r---- set- U) "' Q_ V1 ----c,- \ ··r; :;: 3i r~: )J I I 20 10 0 20 40 60 ~~ iiiiiiiiiiiiiiiiiiiiiiiiii ~"""""""' SCALE: 1" ~ 20' st!DSCA ( ED /, //// y /'R .. / //// lt:wr•Pdl ~~ · ENCINITAS, CA 92024 780/479-0844 FAX 780/479•0848 APPROVED FOR PLANTING ANlJ IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AR[AS. SITE PLAN FDR• "AS-BUILT " PE, __ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE I SH2EET I CITY OF CARLSBAD I SH9EETS I 1----+---+-------------+---+---+----+---; PLANNING DEPARTMENT 1--------+---+-------------+---+---+----+----i DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK RE.VISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MC CONSUL TS OFFICE BLDG. 2055 CORTE DEL NOGAL CARLSBAD, CA I A~;~:t~ 6:,til--4: ,t..c;-02:, I PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: PD-08-10 481-3L C.M.W.D. ,, ____ _, }_J ---CJ" ~ \ !~ _S) \·- I R-2$.00' l f 39.27' -- t1 9b'oo·oo" 0 f-w rn I <( .. _J w 0 ~i -;() w f-~ r--r-- N r-- CORTE ' I ➔ .... · I I I I 1 12 : 3;4· 12 DEL cd 8 I I I C(JN;T I I I I I I ID\ LL_Ll_J_J__l_J_J_j1 13/4' ·W 15 ; I i f ! ! ! ======== cci~;i::crr rxsr r OFFicr Wo-sroRy 2055 c BUILDING I 4· EX. MAINLINE VERIFY~ LOCATION IN FIELD r MINIMUM TREE SEPARATION DISTANCE IMPROVEMENT/ MINIMUM DISTANCE TO STREET TREE TRAFFIC SIGNALS (STOP SIGN) -20 FEET ... UNDERGROUND UTILITY LINES -5 FEEr ABOVE GROUND UTILITY LINES -10 FEET DRIVEWAY (ENTRIES)-10 FEET INTERSECTIONS (INTERSECTING CURB LINES OF TWO srREETS) -25 FEEr N ORT[ DEL 0GAL 20 10 3 I' 4.0 2' 2' r 25.0 1-1/4' 3/4 I' EX. I' EX. A-17 1' EX. 0~~~2-0 ---40~~~60 SCALE: 1" = 20' 2 IAAIGA:.C..tlilt>b WTR &'!'MBOL MA>IJ'ACTiffB,tk;)OEI RAD P5I 114 112 F NOGAL R=50.00' L=34.48' 0=39"301 59" 1/4 ct> 'll 1/l 0 V E PFfflrlPTl<>I :a FOP·UF X FOP-UP HU~TER / N&T-I2-CV•IOO,Hf &ERIE5 NOZZLE 10' 30 0.4~ €>.SIi 1.% K/5HT, 4 HUNTER/ IN&T-I2-CV-l!',Q)-lf $ERIE& NOZZLo I,' 30 0.~3 lb& 3,12 K/5HT. 4 11 I I 314· ASPHN .. T / / / / / / / / / / f / / -~ • •• /////////// //////////// ll.W,'V /,4 / / / / / / / / / / ~~:,L____,"µ/~/ / / / / / /// //////// / / / / / / / / / / 1/ // / / //,'./ / / / / / / I ///1 /////1/ / / / / ,,,/ / / / / / Rc/=55.00' L'1'22.09' o~ 23·00· 58" ~ ~ □ • • ~ FOP-WP ROTOR FOP-UF ROTOR HUNToR I MPR.4"-I2-CV WI HP30""1>-!l<Z> NOZZco5 HUNTER I A'.,J-I2-V e TREE BLlBBLER HUNTER I RZl!le-I8 SERIES NOZZLE DRIFFER LINE 15' 5FACIN<) NETAFIM I TLCY4-I81€> 11V CHECK VALVE I' POTA6LE WATER METER EXISTING, VERIFY SIZE IN FIELD 6ACKfLOW PREYENTOR WATT5 i 00'lQT -1-112' 30' 4" "* 2.12 3b4 18' 3" 1£>0 2£'0 - NA 30 l)J; NA l~-4"> l£>2c,A, EXISTINc; PROTECT IN PLACE INSTALL PER CITY STANDAF!D5 EX ElJILDING 6ACKfLOW PREVENTOR, PRO"ECT IN PLACE AND PROVIDE TEST CERTIFICATION AUTOMATIC CONTROLLER RAN SHUT OFF DEVICE REMOTE CONTROL VAL VE HUNTE~ ACC-2400 W/ ET 5Y5TEM ute / "RAIN GUARD' 'RC, HUNTER / ICY-I< SERIE$ EX REMOTE CONTROL VAL VE DRIP REMOTE CONTROL VALV. HUNTER/ ICV-XXXCl-F5 5ERIE5 DRIP PRE55URE REOOLAT~ SENNENClE~ WADE RAIN/ PHR·LE DRIP SCREEN FILTER NETIFIH / 11'-10-~-X DR,P AIR RELEASE VAL VE DRIP LATERAL END R.USH QUICK COUPLER VAL VE EIALL VALVE VALVE 60X CONTROL WIRE-14 GiAll6E NETIFIH I TLAYRV NETIFIH / TLFV HUNTE~ H<l-33D-LRC Kl,l(l 6RC>Cl. El.I.LI. CARSON 1320 6-13 OR EQUAL SEE DETAIL INSTALL ET SYTEM PER MANI.F. RECOM, SEE DETAIL SIZE A5 5HOII.N FIELD VERIFY LOCATION SIZEASmJUN SIZE A5 SHOI.N SIZE A5 SHOII.N INSTALL PER DETAIL INSTALL PER DETAIL 3/4' SIZE INLINE SIZEv, E3LOCKfD TRJE IMION SEE SPEC, SEE 5PEC. I I IN5T ALL PER HAN\f, 6, C!5HT. 4 H/$HT. 4 1/SHT. 4 F/SHT. 4 FISHT, 4 F/SHT. 4 D15HT. 4 EIS~T. 4 JJ,~r. 4 AioHT, 4 r:i· ////(fl/////// ---MAINLINE !PVC PIPE! DIRECT 6URIAL !COLOR CODED WIRE) SCH, 4€1 PVC I CLA55 31!; ~Ei ~e'cfH 40• 2•-2 112•, , CLASS 31; FIELD VERIFY LOCATION -,._ -EX. MAINLINE !PVC PIPE! / / // .r/f /;,,,,-;/, / / / /j 117' i , ,,. " / I LATERAL LINE (PVC PIPE! -= 5LEEVE /PVC PIPE! SCH 40 PVC SCH. W PVC SLEEVE • STREETS 5CH. 4€1 PVC SLEEVE • ELSEWHERE SEE SPECS' 2 X OUTSIDE DIA, OF PIPE TO 6E SLEEVED /" //r •'Wu/ / ~/ ! / / / / / / 1 //' /////~ PRESSURE CALCULATION WATER METER I 1 SIZE: 1" H.G.L XX ELEVATION 6' ll .433 ,.. 2.5 PSI REMOTE CONTROL VAL\/f. I A-10 MAXlt.!Ut.l DEMAND 26.0 GP• ELEVATION N/A PSI LOSSES _/.// .rrit7~;-f1!-' ~/~"' /~/~/~/ / / • •✓ I . rr/Rf TO fXI · V / / ; 1 / TUiG AlVf / /,/ / / / !,~~ WATER METER 4.9 BACKFLOW PREVENTER 11.0 STRAINER 5.0 GATE VAL\/f. 1.5 ftl.AIN LINE 5.1 CONTROL VAL.I,{, 1.5 1-1/2~MAINLINE 1.6 1-1/♦"LAlERAL LINE 1.2 ;/:]/ / ~w,,/ / / 1.~ / / /,/,,/'/ / / / / le/ (\J ii{ I _OJI.I),_; / I ✓ /1 /////H/t /j.j /v) /!'// / /,< If ie?/, § / i ' jg / -": !!//// v 2 :cc / /I// / / / / f 1/ I" LATERAL LINE t.♦ 3/.£. LAlERAL LINE 3.0 17.c. LAlERAl LINE 0.0 101 FITTlNG LOSS 3.5 PRESSURE REQUIRED O HEAD 25.0 TOTAL SYSTEM LOSSES 70.8 STATIC PRESSURE AVAILABLE 121.0 RESIDUAL WATER PRESSURE +/-50.2 MIN!MUW PRESSURE REQUIRED O POC "" 75.0 PSI , , '---ff'o.'-----NOTE: / / / -1 / / / / /J / / 1. ALL EXISTING IRRIGATION WITHIN THE 14 / IG,1/ HATCHED AREA IS TO BE RESTORED f / ; / / / / / // TO WORKING ORDER, REPLACE EXISTING VALVES AND CONNCET TO / / // / / / / // NEW IRRIGATION CONTROLLER. IF NEW // MAINLINE IS REQUIRED TO SERVICE / I / / / / / / / NEW VALVES THIS SHALL BE PRICED /J BY UNIT PRICING. 2. ALL NEW VALVE LOCATION ARE PLACED IN KNOWN IRRIGATION VAL VE LOCATION. EXISTING MAINLINE SHALL BE PRESSURE TESTED PRIOR TO CONNCETING LATERAL LINES. IRRIGArlON NOrES: I. CONrRACrQR SI-IA.LL VERIFY srArlc WArER FRE66URE Ar POINr OF CONNECrlON PRIOR ro INSrALLING IRRIGArlON e,ye,rEM. 61-iOULD e,r Arre WArl=R PRESSURE BE LESS rl-lAN 1!:> F61, coNrRAcroR 61-iALL NOrlFY LANDSCAPE ARCl-llrEcr FOR IN6rRUCrlON6 PRIOR ro PRECEDING Wirf-I INSrALLArloN. 2. coNrRACrOR SI-IA.LL VERIFY LOCArloNS OF AUrOMArrc CONrROLLER6 EXISrlNG MAINS, LArERAL6, SLEEVES AND CONrROL WIRING e,ruBoure, PRIOR ro CONSrRUCrlON. 3. MAINLINE AND EQUIPMENr ARE 61-iOWN DIAGRAMMArlCALL Y. 4. CONTRACrOR SI-IA.LL SAVE EXISrlNG IRRIGArlON LArERAL LINES WI-IERE AFPROPRIArE, AND SI-IA.LL PRESSURE rEsr r1-1E6E LINES FER Tl-IE 6PECIFICArlON6. !:,, REMOrE coNrROL VALVES SI-IA.LL 6E LOCArED IN NON rURF AREAS UNLESS NOrED orl-lERW16E, 1. VAL VE CALL our, CONrROLLER -\.~-,-r-ONrROLLER srArlON NUMBER VALVE SIZE-_, \_VALVE Dl6CI-IARGE PROrEcr ALL IRRIGArlON LOCArED w1r1-11N rl-lE PROJEcre, LANDSCAPE WORK AREA. CONrRACrOR Sf-IA.LL REPAIR AND OR MODIFY ANY DAMAGED ro EXISrlNG FACILlrlE6 ro rHE SArlSFACrloN OF rHE LANDSCAPE ARCl-llrEcr. PROVIDE SLEEVING WI-IERE NEEDED. NO S0' rEE6 OR ELLS ALLOHED UNDER I-IARD6CAFE ELEMENrS. CI-IECK SI-IA.LL BE INSrALLED ro FREVENr LOH I-IEAD DRAiNAGE. rf-!E IRRIGArlON 6Y6rEM NEW AND EXISrlNG f-lA6 A POrABLE HArER SOURCE AND DOES Nor USE RECLAIMED WArER, Nor RECLAIMED HArER 16 AVAILIABLE rorl-lE e,rrE Ar r1-11e, riME FER rl-lE CARLSBAD MUNICIPAL HArER DISrRrcr. IRRIGATION PIPE SIZING CHART LATERAL PIPE (PVC SCH. 40 IPS PIPE) MAINLINE PIPE PIPE SIZE GPM PIPE SIZE 3/4" 0-8 3/4" (SCH, 40 IPS PLASTIC PIPE) 1" 8-12 1" (SCH, 40 IPS PLASTIC PIPE) 1 1/4" 12-22 1 1/4" (SCH. 40 IPS PLASTIC PIPE) 1 1/2" 22-30 1 112" (SCH, 40 IPS PLASTIC PIPE) 2" 30-50 2' (PVC CLASS 315 IPS PLASTIC PIPE) 2 1/2" 50-70 21/2" (PVC CLASS 315 IPS PLASTIC PIPE) 3" 70-110 3" (PVC CLASS 315 IPS PLASTIC PIPE) SEE SHEET 4 FOR IRRIGATION NOTES. GPM 0·8 8-12 12-22 22-30 30-55 55-70 70-100 IRRIGATION PLAN FOR, L,;\:q{ / ! j / / / /i / ,// / / / ( /I //1/4\/// APPROVED FOR PLANTING ~~S-BUILT " AND IRRIGATION □NL Y. .. ---11.,2,3-0S 1 / / / / ·1/,i / ---/ / / / ? --- INCLUDING PRECISE 30£8 -EXP1-'ll~ DATE LOCA TI □N OF PLANTING AREAS. REVIEW~D BY: /1..,-f _ \ 4::. ~l l..:,ft INSPECTCR G. ·V, -o'l._ DATE 121:,10a JF:e PLAN c!-IANG A __ r_ro_N_A_L _A_R_E_As_ --+---+---+----f---~ [ sH3EET I C 1 y LL] T OF ARLSBAD SHEETS PL'INNING OE;PARTMENT 9 ~=--==============-===:; MC CONSUL TS OFFICE BLDG. 1----1----1---------~ ----+--~~---+-----+------l ,-----------------------'----I---+---·--.·-·· ------------+--+---1----+---l 2055 CORTE DEL NOGAL CARLSBAD, CA JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE. SUITE 201 ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 1----1----1-~----------------+--+-- INITIAL DATE ,NITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL .. CJATE lr..JITIAL CITY APPROVAL APPROVED ier-,b G -E~~tt &,·ZJ:;·c'f PLANNING DATE ~ OWN BY: PROJECT NO, DRAWING NO. CHKD BY: RVWD BY: PD-08-10 461-3L C.M.W.O. 18 0 t f © CD BALL VALVE 0 PVC SCH 80 UNION "'111"'111~ ~111"'111"' 1 ill ill I 1. ill ill 2 3 . 111=1 9 • ® 0 SHORT PVC SCH. 80 NIPPLE (LENGTH AS REQ'D) 0 BRICK OR CONC. SUPPORTS ON COMPACTED SUBGRADE ® 1 CU. FT. (MIN.) PEA GRAVEL SUMP © FINISH GRADE IN TURF 1" IN G.C. 0 VALVE BOX (PURPLE LID) 33 COMPACTED SUBGRADE PVC SCH 40 FEMALE ADAPTER (TYP.) @ VALVE I.D. TAG 6 1 @)1------1 CD SUB-SURFACE, PRESSURE COMPENSATING TUBING ® EMMISION POINT 0 PVC PIPING & FITTINGS 0 START CONNECTION (SEE DETAIL) @) LINE FLUSHING VALVE IN SUMP BOX OFF OF PVC FOOTER (SEE DETAIL) © SOURCE (TO HEADER) ® EMISSION POINT SPACING, (SEE PLANS & LEGEND) TRIANGULAR EMITTER SPACING 0 IN-LINE EMITTER SPACING PER LEGEND NOTE, DRIP TUBING / LATERAL SHALL BE LOCATED A MAXIMUM OF 2• -4" FROM THE EDGE OF THE HARDSCAPE. 1 3 5 6 TECHLINE EMITTER TUBING TECHLINE TUBING ELBOW POLYETHYLENE TUBING TECHLINE 3/ 4" MALE ADAPTER PVC TEE (SxSxT) PVC LATERAL HEADER OR FOOTER FINISH GRADE CD ' i;;;;;;;;;;;j;:;;;;;;i---{2 J. {)\.~ ~.·.·.·.·.·.·.·.·.r························· ®-----'· PVC SCH 80 RISER 4" AIR RELEASE VALVE ROUND PIT VALVE BOX 4 PVC SCH 40 TEE (SxTxS) 1 CU. FT. MIN. PEA GRAVEL SUMP BRICK SUPPORTS PVC NON-PRESSURE LATERAL 1" ABOVE FINISH GRADE PVC SCH 80 THREADED FITTING A BALL VAL VE B TECHLINE/SUB-SURFACE C DRIP START CONNECTION D DRIP AIR RELEASE VAL VE 1 NOTE: COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. VALVE BOXES SHALL BE GROUPED TOGETHER WHERE POSSIBLE VALVE BOX SHALL BE 12" MINIMUM FROM ALL PAVED AREAS, WALKS, OR BUILDINGS. CDi-----,1 19 )------' CD ® 1" IN GROUNDCOVER) REMOTE CONTROL VALVE (SEE SPECS) PVC FEMALE ADAPTER SCH. 80 UNION 1 CU. FT. PEA GRAVEL IRRIGATION WATER MAINLINE (PURPLE) @ PVC MALE ADAPTER PVC MAINLINE SOLENOID TECHLINE DISC FILTER @ VALVE I.D. TAG PVC SCH 40 TEE (sss) OR ELL (SS) ON MAINLINE UNDISTURBED/COMPACTED SUBGRADE M~tllNE (PRESSURE LNESl• A. LESS THAN 3' ~ DWIETER -18' COVER """"'s"'EE:,---.'--T7"".'"7"7'".,....,'"7"~'"7"7'".,.,....._ ___ -,r-_ B. 3' TO 5-1/2' IN DIAM[TER -24' COVER DEPTH SEE C. •· OR GREATER IN DIAMETER -%' COVER NOTES DEPTH D. 51.EEVES imDER PAVING (NON-ROADS) SAM[ AS A. ABOVE NOTES 51.EEVES L!IDER ROADS• •· OR LESS IN DIAMETER -3•' COVER GREATER THAN •· IN DIAM[TER -48' COVER SCHEDLLE 80 PVC PRESSURE MAINUNE PVC PIPE (PVC CL 315 2" OR IARGER) (SCH. 40 PVC 1 1/2" OR SMALLER) '----CONTROL WIRES 4 ~~~-~-. DRIP LATERAL END FLUSH VALVE ROUND PIT VALVE BOX BRICK SUPPORTS @ @) UNDISTURBED/COMPACTED SUBGRADE PVC SCH 40 MALE ADAPTER BUNDLE UNDER ~AINUNE 51.EEVES UNDER PAVING CNON-ROADSJ, LESS THAN 3' ~ DIAM[TER -rn· COVER 3' -5-112" IN DWIETER -24· COVER •· OR GREATER IN DIAl'l'TER -3G' COVER SCHE[UE 40 PVC 1 CU. FT. MIN. PEA GRAVEL SUMP BRICK SUPPORTS PLASTIC VALVE BOX (PURPLE) (12" LID) HEAT BRANO "RCV" ONTO LID NOTES, ~-------LAltR LINE (NON PRESSURE PVC PIPE:) (PVC CL 2DO) PVC NON-PRESSURE LATERAL 1" ABOVE FINISH GRADE 7 }-----~ CONTROL WIRES; BUNDLE AND (W/ 4' MIN. EXTRA WIRE) CONTROL VALVE TAPE® @ PVC LATERAL TO SPRINKLERS 1. PROVIDE 2" OF CLEAN BACKFILL UNDER ALL PIPING 2. NO OTHER TRADES (ELECTRICAL, LIGHTING) ALLOWED IN SAME TRENCH AS IRRIGATION PIPE. PVC LATERAL FROM RCV 3. PROVIDE PVC SLEEVES FPR ALL WIRING AND PIPING UNDER PAYING. LATERAL END FLUSH ~ 4>-----I @)>-----70 L_ __ --ic5 CD FINISH GRADE (FLUSH IN TURF 1" IN GROUNDCOVER) @ REMOTE CONTROL VALVE @ CONTROL VALVE (SEE SPECS) €) 80 p C @) FEMALE ADAP. 1 Ki~LE (TY~.) SCH. 40 PVC @ (?'ct: ~~C~~ESSURE PIPE 0 SCH. 80 UNION @ SOLENOID @) 1 CU. FT. PEA GRAVEL 0 PVC PRESSURE PIPE (0 IRRIGATION WATER MAINLINE @ PVC SCH 40 TEE (SSS) OR 0 BRICK SUPPORTS ELL (SS) ON MAINLINE ® PLASTIC VALVE BOX © ~U~b5J~tEBED/COMPACTED (12" LID) @ WIRES BUNDLED UNDER HEAT BRAND "RCV" ONTO LID MAINLINE TYP. ,;;--, CONTROL WIRES; BUNDLE AND @) VALVE 1.0. TAG '0 TAPE (W/ 4' MIN. EXTRA WIRE) @ REMOTE CONTROL VAL VE 4l--- !}--, ©--- ®--~ COPPER FROM ~,,_...,._,,_. P.O.C. "--'--"-',s"""-<' f<'I BRASS NIPPLES l.:.J 4" MIN. (TYP) 12" MINIMUM 0 R/P DEVICE SEE LEGEND FOR SPECIFICATION ----<6 2% MIN.--- j 0 BRASS ELL (TYP) ® BRASS UNION 7 18" MINIMUM ® BRASS RISERS LENGTH AS REQ. 0 FINISH GRADE f<'I CONCRETE THRUST \::',I BLOCK (1 CU FT) ~ BRASS BALL 'V VALVE (TYP) ® 4" CONCRETE PAD PER STD. BF-TI @ WYE STRAINER NOTES, 1. NO OUTLETS WILL BE ALLOWED IN THE PIPING BETWEEN THE METER AND THE BACKFLOW PREVENTER, BACKFLOW PREVENTER SHALL BE THE SAME SIZE AS THE METER AND PIPING TO THE ASSEMBLY. A WYE STRAINER WITH NO FLUSH VALVE AND/OR PRESSURE REGULATOR MAY BE INSTALLED BETWEEN THE METER ANO THE BACKFLOW PREVENTER. 2. BRASS PIPE WITH THREADED FITTINGS HAVING THE SAME CONFIGURATION MAY BE USED IN LIEU OF THE COPPER WATER TUBE. 3. PROVIDE GUARD POSTS WHEN DIRECTED BY lliE DISTRICT'S REPRESENTATIVE. 4. CMWD MAINTENANCE RESPONSIBILITY STOPS AT THE METER. @ BACKFL □w PREVENT □R 4. NO STAKING (VERTICALLY) OF PIPES IN SAME TRENCH. DRIP REMOTE CONTROL ASSEMBLY G TRENCHING QUICK COUPLING VALVE STEP: 1 . /L-/'+--,,"-;------, 8 f"----;r;r----,,'--,,'--------j 2 ©l--~~S:~~:Ar!if~[j~~j~i-=_-~=~---_--j-<3 5 TURF GROUND COVER LETTER ~--<:TAINLESS STEEL CLAMP u.----PEA GRAVEL,6" 0 1}--~ /STRIP WIRES APPROX. 5/8" FROM END. 2. /TWIST CONNECTOR UNTIL WIRE ENO REACHES BOTTOM. ~ 3. EJ /MIX CONTENTS OF SEALING PACK, CUT 1 /2" OFF CD AUTOMATIC IRRIGATION CONTROLLER @ PROVIDE 3/ 4" NOM. DIA. PVC SCHEDULE 80 NIPPLE (LENGTH AS REQD.) f½½"/201/'M :~1tJl~~D~EPTH ~ f00½1/ff M? I ENO OF PACK AND INSERT CONNECTOR TO OPPOSITE END. ~-0 PLASTIC ELECTRICAL CONDUIT PLASTIC ELECTRICAL CONDUIT FOR 120V POWER @) ELEC. CONDUIT COUPLING (i) CONTROL WIRES (BUNDLE AND TAPE) 0 CONCRETE FOOTING OR SLAB @ CONNECT TO CONTROLLER @ ~!fri1J8. E}~tt~IC(~hzrOf~U~tQ'D) ~~~g~~G PER MFGR. (0 WALL @ RAIN SHUT-OFF DEVICE 0 3/4" EXTERIOR GRADE PLYWOOD MONT IN AREA OPEN TO MOUNTING PLATE Sl;;CURED TO SKY WALL W / 6 ~ 1 / 4 DIA. ANCHOR BOLTS OR EQ. (PAINT AND SEAL EDGES) PVC SCHEDULE 40 STREET ELL PVC SCHEDULE__/ 40 90 ELL (SXT) OR TEE (SXSXT) PVC SCHEDULE __ ___.- 40 STREET ELL COMMON BRICK "----PVC PIPELINE __ #4 REBAR, 24" LONG -------=---PVC SCHEDULE 80 NIPPLE, 6" LONG '-----, 3 CD NOZZLE IN POP-UP POSITIONl,',6 r:, POP-UP BODY \!V VV TOP (SEE LEGEND) 2" MIN. FROM FIXED IMPROVEMENTS (CURBS, WALKS, ETC.) G) PVC LATERAL LINE (SEE SPECS) G) SEE SPECS r.'\ PVC SCH 40 TEE (SST) OR VV ELL (ST) C\ SWING JOINT ASSEMBLY \V (1 SCH 80 NIPPLE AND 3 SCH. 40 STREET ELLS) AT FINISH GRADE IN TURF TURF. 1" IN SHRUB AREAS SEE LEGEND 4. ~---WRAP OPEN END OF SEALING PACK WITH TAPE, ALLOW TO SET UNTIL RESIN JELLS. I CONTROLLER ENCLOSURE Q) QUICK COUPLER ® PDP-UP SPRAY HEAD (0 \./IRE CONNECTOR IRRIGATION NOTES: I. CONTRACTOR Sf.-!ALL VERIFY STATIC WATER PRESSURE AT POINT OF CONNECTION PRIOR TO INSTALLING IRRIGATION SYSTEM. Sf.-!OULD STATIC WATER PRESSURE BE LESS Tf.-!AN 60 PSI, CONTRACTOR Sf.-!ALL NOTIFY LANDSCAPE ARCf.-!ITECT FOR INSTRUCTIONS PRIOR TO PRECEDING WITf.-1 INSTALLATION. 2. MAINLINE AND EQUIPMENT ARE Sf.-!OWN DIAGRAMMATICALLY. 3. REMOTE CONTROL VALVES 5f.-!ALL BE LOCATED IN NON TURF AREAS UNLE55 NOTED OTf.-!ERWISE. 4. VALVE CALL OUT: CONTROLLER-, ~-CONTROLLER ,,.-----.. STATION NUMBER VALVE SIZE:-__,, \__ VALVE D15Cf.-!ARGE PROVIDE SLEEVING Wf.-!ERE NEEDED. NO ~0 TEE5 OR ELLS ALLOW-:;ED~=,,,,,-..__ UNDER f.-!ARD5CAPE ELEMENT$. tlDSCAP 6. 7. "'o ~ , 0' ~ te 11/12/0 OF CALl'r *I NOTE: CONTRACTOR MU5T PROVIDE PA5T EXPERIENCE OF IN5TALLATION FOR Tf.-!E NETAFIM / DRIFPERLINE 5UB-5URFACE DRIP IRRIGATION 5Y5TEM. Tf.-!E CONTRACTOR 5f.-!ALL ARRANGE A PRE-CONSTRUCTION MEETING WITf.-1 Tf.-!E NETAFIM IRRIGATION REFRE5ENTATIVE AND Tf.-!E LAND5CAPE ARCf.-!ITECT PRIOR TO STARTING Tf.-!E INSTALLATION OF Tf.-!E SUBSURFACE IRRIGATION SYSTEM. IN5TALLATION OF 5UB5URFACE IRRIGATION 5f.-!ALL CONFORM WITf.-1 Tf.-!E NETAFIM "SUBSURFACE IRRIGATION DESIGN" MANUAL. CONTRACTOR Sf.-!ALL OBTAIN A COPY OF Tf.-!E MANUAL PRIOR TO Tf.-!E PRE-CONSTRUCTION MEETING. APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. IRR!GA TION DETAILS FDR• "AS-BUILT " P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE I SH4EET I CITY OF CARLSBAD I SH9EETS I 1-------1--+----------------+---t----t---t-----l PLANNING DEPARTMENT t-------l--+------------------i-----i-----t----i-----1 llt'IJEAII ~"'-!?l ENCINITAS, CA 92024 780/479-0844 FAX 780/479•0845 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL MC CONSUL TS OFFICE BLDG. 2088 CORTE DEL NOGAL CARLSBAD, CA PLANNING OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. PD-08-10 DRAWING NO. 461-3L C.M.W.D. _s: -r= C':) ~' ... -"\) I S) Cfi \ I IRRIGATION 02810-10 SECTION 02810 IRRIGATION PART 1 -GENERAL 1.01 A. 1.02 A. GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1 ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. SCOPE: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1. RELATED WORK: (A) LANDSCAPING SECTION ( 02900 ) 1.03 SUBMITTALS: A. SUBMIT A LIST OF ALL IRRIGATION EQUIPMENT TO GE USED, MANUFACTURERES BROCHURES, MAINTENANCE MANUALS, GUARANTEES AND OPERATING INSTRUCTIONS. 1.04 GUARANTEE: A. FURNISH GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE -AT THE CONCLUSION OF THE MAINTENANCE PERIOD - ON COMPLETE WATER IRRIGATION SYSTEM, INCLUDING NONSETTLING B. C. D. E. F. G. H. I. J. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. LANDSCAPE HEADERS AND MOWING STRIPS SHALL BE IN PLACE BEFORE INSTALLATION OF SPRINKLER SYSTEM. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF. OF THE BACKFILL IN TRENCHES WHICH, IF OCCURS, SHALL BE CORRECTED, INCLUDING REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM. 1.05 OBSERVATION: K. CONTRACTOR SHALL ACQUAINT HIMSELF WITH PART 2 -PRODUCTS ALL SITE CONDITIONS. A. IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED IJNDER THE DIRECTION AND/OR OBSERVATION OF THE ARCHITECT AND CITY REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF THE TIME SUCH INSPECTION AND/OR DIRECTION IS REQUIRED. 2.01 MATERIALS: B. 1.06 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: 1. UPON INSTALLATION AND TESTING OF MAIN LINES AND LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN OBSERVED AND APPROVED. 2. UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, BACKFLOW PREVENTER DEVICE, AUTOMATIC CONTROLLERS, AND CONTROL VALVES AND WIRES. 3. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS IS COMPLETE ANO ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES TO COVER. 4. FINAL OBSERVATION ANO PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL OBSERVATION OF THE LANDSCAPE WORK. TESTING: A. B. ALL PVC MAIN SHALL BE SUBJECTED TO A PRESSURE TEST OF 125 PSI FOR A PERIOD OF FOUR HOURS. ALL TESTING SHALL BE IN THE PRESENCE OF THE ARCHITECT AND CITY REPREPRESENTATIVE. APPROVAL SHALL BE RECEIVED BEFORE BACKFILLING ANY TRENCH. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN OBSERVED AND APPROVED. 1.07 RECORD DRAWINGS: A. BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS SHOWING THE SPRINKLER SYSTEM WORK. PROVIDE AS BUil TS FOR PRESSURE TEST OF MAINLINE. 1. ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON DRAWINGS SHALL BE SO INDICATED ON THE RECORD DRAWINGS. 2. VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE SHOWN ON THE RECORD DRAWINGS. 3. ALL REMOTE CONTROL VALVES, SHUT-OFF VALVES, QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURE DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST ONE-HALF FOOT. c. o. PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. 1 . 2. POLYVINYL CHLORIDE PIPE: (A) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL THREE (3) INCHES AND SMALLER SHALL BE TYPE I, GRADE 2, (IMPACT MODIFIED), DESIGNED AS PVC 1220, SCH. 40, BEARING THE SEAL OF THE NATIONAL SANITATION FOUNDATION. (B) PLASTIC NON-PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, TYPE 1, GRADE 2, (IMPACT MODIFIED), AS DESIGNATED AS PVC 1220, CLASS 200, (SCR21), CONFORMING TO COMMERCIAL STANDARDS CS256- 63. (C) IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F, ANO NATIONAL SANITATION FOUNDATION (NSF) RATING. BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. FITTINGS AND CONNECTIONS: 1. POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE 11, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUF AC TU RED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466. 2. BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS ANO CONNECTIONS. AUTOMATIC CONTROL WIRE: 1. ELECTRIC WIRING RIJNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14, SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH VALVE, COMMON WIRE SHALL BE WHITE. NO SPLICING SHALL OCCUR BETWEEN CONTROLLER AND VALVES. AUTOMATIC CONTROLLER: 1. CONTROLLER SHALL BE FURNISHED AND INSTALLED COMPLETE WITH ALL WATER, ELECTRICAL AND DRAINAGE SERVICES, READY FOR OPERATION. UNIT SHALL BE ELECTRIC, SELF-CONTAINED OUTDOOR TYPE, WALL-MOUNTED, OR APPROVED EQUAL. SEE DETAIL FOR CONTROLLER ENCLOSURE. UNIT SHALL HAVE A MINIMUM OF STATIONS AS SHOWN ON THE IRRIGATION LEGEND. F. G. H. VALVE BOX: 1. 2. FOR REMOTE CONTROL VALVES 9-1/2" X 16" X 11" PLASTIC METER BOX. FOR BALL ANO QUICK COUPER VALVES: 8-3/4" DIAMETER X 12" PLASTIC VALVE BOX WITH EITHER BV OR QC BRANDED ON LID IN 2" HIGH LETERS. ANTI-DRAIN EXCESS FLOW VALVES: 1. ANTI-DRAIN EXCESS FLOW VALVES SHALL BE MAINTENANCE FREE AND CONSTRUCTED OF HEAVY DUTY TYPE I PVC WITH STAINLESS STEEL AND NEOPRENE INTERNAL PARTS. VALVES SHALL BE ADJUSTABLE FROM 5 FEET TO 40 FEET OF HEAD AND SHALL PREVENT ALL LOW HEAD DRAINAGE QUICKLY AND POSITIVELY AFTER RVC SHUT-OFF. VALVES SHALL HAVE A FEMALE IPS THREADED INLET AND OUTLET ANO BE OF THE SAME SIZE AS THE RISER. THE ANTI-DRAIN VALVES SHALL BE VALCON #ADV- X.S. OR APPROVED EQUAL. SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED EQUAL. I. J. CHECK VALVES SHALL BE OF BRASS OR BRONZE, VERTICAL SPRING-LOADED AND SWING CHECK SHALL BE INSTALLED TO PREVENT LOW HEAD DRAINAGE. K. L. M. BALL VALVES: 1. PRODUCT: 1" -2" SIZE (KING BROS. LO-TORQUE BALL VALVE MODELS LT. 1000-T THRU LT. 2000-T) 2" -4" SIZE (KING GROS. BLOCK TRUE UNION BALL VALVE MODELS VALENCIA, CALIFORNIA 91384 PHONE: (800) 541-2672 OR (805) 257- 3262. CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. BACKFILL SHALL BE CLEAN FILL SOIL. CONTRACTOR SHALL PROVIDE TO THE OWNER: 1. TWO (2) CONTROL VALVE KEYS. 2. TWO (2) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. 3. SIX (6) HOSE BIB ASSEMBLIES. 4. FIVE (5) KEYS FOR OPENING ANO LOCKING EACH AUTOMATIC CONTROLLER. 5. ALL WARREN TY DOCUMENTS, ALL MANUALS AND AS-BUil TS ANO CONTROLER CHARTS. N. PRESSURE REGULATOR SHALL BE BRONZE WITH SCREW FITTING. SEE DETAILS AND DRAWING. PART 3 -EXECUTION 3.01 GENERAL REQUIREMENTS: A. 8. C. LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, ANO SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS. INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS SPECIFICATIONS. AS AND LOCATE LINES, VALVES ANO OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. 3.02 INSTALLATION OF IRRIGATION SYSTEM: A. EXCAVATION AND BACKFILLING OF TRENCHES: 1. EXCAVATE TRENCHES, PREPARE SUBGRAOE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. 00 NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. 2. DEPTH OF TRENCH: 3. 4. 5. 6. 7. POLYVINYL CHLORIDE PRESSURE LINE 180 MINIMUM POLYVINYL CHLORIDE NON-PRESSURE LINE 126 MINIMUM TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD: (A) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL. PROVIDE 4" OF CLEAN SAND OVER CONTROLLER WIRING. REPAIR ANY LEAKS ANO REPLACE ALL DEFECTIVE PIPE FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED ANO APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL AS APPROVED BY THE CITY, FREE FROM ROCKS AND CLODS OVER 1" IN SIZE. C. D. E. F. 3. 4. 5. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP- EDGED OBJECTS. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. 6. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. 7. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. 8. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. 9. PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. 10. PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. 11. SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURERA:S RECOMMENDATION. INSTALLATION OF BRASS PIPE: 1. CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. 2. CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. REMOTE CONTROL WIRING: 1. DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND 2. SPECIFIED HEREIN BEFORE. PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4-FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO \PERMIT REMOVAL AND MAINTENANCE OF VALVES. 3. INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. 4. CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2-1/2 INCHES OF INSULATION FROM EACH WIRE. (2) TWIST ON SCOTCHLOCK ELECTRICAL SPRING CONNECTOR, MINIMUM FOUR COMPLETE TURNS. (3) SEAL CONNECTOR IN EPOXY RESIN. ( 4) TAPE COMPLETED SPLICE WITH SCOTCH 33 ELECTRICAL TAPE. 5. NUMBERING AND TAGGING: IDENTIFY DIRECT BIJRIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUMBER OF CONNECTED VALVE. AUTOMATIC CONTROLLER: 1. AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. 2. CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN THE PEDESTAL OF THE CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN INSOFAR AS POSSIBLE. 3. ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO THE SUB-PANELS, CLOCKS, OR ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH SHALL BE INCLUDED. 4. CONTROLLER SHALL HAVE A MASTER SWITCH. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANUALLY, INDEPENDENT OF THE CLOCK OF ANY OTHER VALVE. REMOTE CONTROL VALVES: 1. INSTALL REMOTE CONTROL VALVES AS SHOWN ON DETAIL. I. J. K. L. BALL VALVES: 1. INSTALL WHERE SHOWN AS DETAILED. PRESSURE REGULATOR SHALL BE INSTALLED AS PER DRAWINGS AND DETAIL. VERIFY FINAL LOCATION WITH ARCHITECT. INSTALLATION OF ANTI-DRAIN VALVES: ANTI-DRAIN VALVES SHALL BE INSTALLED IN THE RISER ASSEMBLIES OF ALL SPRINKLER HEADS THAT DO NOT HAVE MANUFACTURER INSTALLED ANTI-DRAIN DEVICES. INSTALL QUICK COUPLERS AND REMOTE CONTROL VALVES ADJACENT TO WALKS AND WITH IN 18" OF PLANTER CURBS IN SHRUB PLANTING AREAS. INSTALL QUICKCOUPLES VALVES NO FURTHER AND 170' APART. M. SLEEVING: 1. CROSSING OF ROADS WITH IRRIGATION PIPE OR WIRING SHALL BE AVOIDED WHEREVER POSSIBLE. IF A CROSSING MUST BE MADE, SCHEDULE 80 PVC SLEEVES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 30" BELOW FINISH GRADE. 2. IRRIGATION LINES UNDER OTHER ASPHALT CONCRETE OR PORTLAND CONCRETE IMPROVEMENTS (OTHER THAN ROADS) SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES AT A MINIMUM DEPTH OF 18" BELOW FINISHED GRADE. 3. SLEEVE SIZES FOR IRRIGATION LINES SHALL BE A MINIMUM OF TWO (2) TIMES THE SIZE OF THE LINE IT SERVES. 4. CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHALL BE INSTALLED IN SEPARATE PVC SLEEVES AND (CORRESPONDING TO TYPE AND DEPTH AS SPECIFIED IN N-1. AND N-2. ABOVE. 3.03 CLEAN-UP: A. AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. ************ 4. ON THE INSIDE SURF ACE OF THE COVER OF EACH AU TOMA TIC CONTROLLER, PREPARE AND MOUNT A CHART SHOWING THE VALVES AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAWINGS AND SHALL BE COLOR COOED FOR EACH SEPARATE AREA SERVICED BY EACH VALVE. ONLY THOSE AREAS CONTROLLED BY THE CONTROLLER SHALL BE SHOWN. THIS CHART SHALL GE A PLOT PLAN, ENTIRE OR PARTIAL, SHOWING BUILDING, WALKS, ROADS AND WALLS, A 2. 3. 4. CONTROLLER SHALL BE THE LATEST MODEL OF THE PARTICULAR B. INSTALLATION OF POLYVINYL CHLORIDE PIPE: G. VALVE BOX: 1. INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. 2" HIGH BRANDED LETTERING ON VALVE TOP OF VALVE BOX LID DELINIATING THE VALVE NUMBER AND CONTROLLER B. PHO TOSTA TIC PRINT OF THIS PLAN, REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE THAT APPROVED BY THE ARCHITECT AND SHALL BE HERMETICALLY SEALED BY PLASTIC. THIS SHALL THEN BE SECIJRED TO THE INSIDE OF THE COVER. PROVIDE TWO SETS OF THE CONTROLLER CHARTS FOR THE CITY' USE. EQUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS, SIDEWALKS, CURBS AND DRIVEWAYS. AS-BUILT PLANS: FINAL AS-BUILT PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. 1.08 GENERAL REQUIREMENTS: A. CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL CODES ANO REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE DISTRICT. E 5. 6. 7. MANUFACTURER SUPPLIED. PROVIDE WARRANTY DOCUMENTS TO OWNER. UNIT SHALL BE A 120-VOLT, 60-CYCLE CONTROLLER, BE COMPLETELY AUTOMATIC AND SHALL FUNCTION OPTIONALLY WITH OR WITHOUT THE CLOCK. ANY STATION MAY BE REPEATED INDEPENDENTLY IN ANY 24 HOURS. STATIONS SHALL BE ADJUSTABLE FROM 1 TO 59 MINUTES. CONTROL PANEL SHALL BE REMOVABLE PLUG-IN TYPE. 8. MECHANISM SHALL BE HOUSED IN A STURDY, VANDAL-PROOF CASE, MANUFACTURED OF 14-GAUGE STEEL, OR CASE ALUMINUM; FURNISHED FOR MAXIMUM EXTERIOR PROTECTION. 9. THE CLOCK AND ALL WORKING PARTS OF THE CONTROLLER SHALL BE CONTAINED WITHIN ONE PROTECTING COVER. CONTROL VALVES: 1. REMOTE CONTROL VALVES SHALL BE OF ALL PLASTIC BODY. VALVE SHALL BE PROVIDED WITH AN ADJUSTABLE FLOW CONTROL STEM AND SHALL BE OPERABLE MANUALLY WITHOUT ELECTRICITY. 1. BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. 2. THE PIPE ANO FITTINGS SHALL BE STORED UNDER COVER UNTIL USING, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. H. SPRINKLER HEADS: 1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. 2. NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO. APPROVED FOR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. IRRIGATION SPECIF I CA TI□NS FDR• "AS-BUILT " P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE >--------,----+-----------+--->------+----+---------< I SH5EET I CITY OF CARLSBAD I SH9EETS I PLANNING DEPARTMENT :===:::'..':::=========="===: MC CONSUL TS OFFICE BLOG. 20SS CORTE DEL NOGAL CARLSBAD, CA I I JAMES P. BEN~Tl rJBBtAI ~~~.!.~ ENCINITAS, CA 92024 760/479-0644 PAX 760/479-06411 DATE INITlAL DATE INITIAL DATE INITIAL APPR°.'ftl ~ ~.\-~1'-IZ•<; . .:b ["I., ... PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. ENGINEER Of WORK REVISION DESCRIPTION CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: PD-08-10 461-3L C.M.W.D. ..-- ' ''!1 : ... Rr2-7.oo, ~=3~.27 wrn WTR 51TE LINE *, NO LANDSCAPE ELEMENT$ OVER 30" ARE '"__ ALLOb!E->?J,jlTHI~ ,Jf'5 51TE LINE AREA. _J w 0 i ! 1ii go·oo·oo" ) , 7 f_, L_ ,_,,,_, -~ c;,,_, ,1:,1 \ \ I I I J_J__J -----~ !€( •. 2''7 . ., -~-SD MINIMUM TREE SEPARATION DISTANCE IMPROVEMENT/ MINIMUM DISTANCE TO STREET TREE A, A MINIMUM OF 3' OUTSIDE THE PUBLIC RIGHT-OF-WAY B. A MINIMUM OF 5' FROM PAVING C. A MINIMUM OF 7' FROM ANY SEWER LINES D. NOT IN CONFLICT WITH PUBLIC UTILITIES [Xsr_ TW OFF/C[ 0 -sroRy 2055 C BUtLDtNc ORT[ DEL NOGAL E. NOT TO BE ALLOWED ON STREET CORNERS WITHIN A TRIANGULAR ZONE DRAWN FROM lWO POINTS, 25' FROM THE BEGINNING OF CURVES AND THE END OF CURVES OR WITH IN SIGHT LINES AS DESCRIBED UNDER" SIGHT DISTANCE" (CARLSBAD LANDSCAPE MANUAL, SEE APPENDIX C.4) = = WTR CORTE DEL CONCRETE MOUJ CURB I 3 • \ \ \ \ NOGAL R=50.00' L=34.48' D=39'30'59" MAINTENANCE RESPONSIBILITY NOTE, THE FROFERTY OHNERS ARE RESFON5IBLE FOR THE CONTINUAL MAINTENANCE OF ALL LANDOCAFED AREAS ON SITE. THE EXISTING PLANTING AREAS HITHIN THE PUBLIC RIGHT-OF-HAY ARE TO BE MAINTAINED BY THE FROFERTY OHNERS. ALL LANDSCAPED AREAS SHALL BE KEPT FREE OF HEEDS AND DEBRIS. PLANTINGS SHALL BE MAINTAINED IN A HEAL THY, VIGOROU5L Y GROHING CONDITION, AND SHALL RECEIVE REGULAR PRUNING, FERTILIZING,, MOHING AND TRIMMING. IRRIGATION SYSTEMS SHALL BE REC.ULARLY IN5FECTED AND KEFT IN FULLY OPERATIONAL CONDITION ACCORDING TO MANUFACTURERS' DESIGN STANDARDS AT ALL TIMES. . \,_ ,_.,_,;;,.- \ ' ,..-'\, " \ / ' / ' ' \ ' \ \ ' ' ' ,, &ITE LINE NO LANDSCAPE ELEMENT$ OVER 30" ARE // ** ............... ,,. •• .,. ....................................... ~ •►•••••••• .............................................. .. ............. * ••••••• i----.-, .................... * . ............................... ~~ ............................. _ •••• ••••• ............... 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ALL LAND5CAFE AND IRRIGATION SHALL CONFORM TO THE CITY OF CARLSBAD'S LANDOCAFE MANUAL AND ALL OTHER APPLICABLE STANDARDS AS OF THE AFFROVED DATE OF THESE FLANS. 2. TREES PLANTED HITHIN 10 FEET OF HALKS, CURBS OR FAYING €,HALL BE PLANTED HITH A ROOT BARRIER !BIO-BARRIER!. 3. IF ANY EXISTING HARD5CAFE OR LANDE,CAFE INDICATED ON THE AFFROVED FLANS ARE DAM,'1,G,ED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED AND/OR REPLACED IN Kli'<D AND EQUIVALENT SIZE FER THE APPROVED FLANS BY THE OHNER/FERMITTEE. 4. ALL LAND5CAFE MATERIALS SHALL BE FERMANENTL Y MAINTAINED IN A GROHINC. AND HEALTHY CONDITION AT ALL TIMES, INCLUDING TRIMMING AS AFFROFRIATE TO MAINTAIN APPROVED LAND5CAFE MATERIALS. 5. ALL PLANTING AREAS SHALL BE FINISHED HITH A 3 INCH LAYER OF SHREDDED BARK MULCH !ECOBARi<!. 6. NO ENHANCED HARDE,CAFE FAYING SHALL BE COUNTED TOHARD LAND5CAFE AREA CALCULATIONS . NO BRUSH MAN,'1,G,EMENT SHALL BE BE REQUIRED FOR THI& PROJECT . 5LOFE5 SHALL HAVE REINFORCED 5TRAH MATTING. ALL UTILITIES ARE TO BE SCREENED. HE5T COAST ORNAMENTAL HILDFLOHER MIX THIS 15 A MIXTURE OF ANNUAL AND PERENNIAL 5FECIE5, HELL ADAPTED TO CALIFORNIA'S COASTAL AND COA&TAL-INLAND CONDITIONS BELOH 2,S'1)0' ELEVATION. THI& MIX PROVIDE& MANY MONTHS OF COLOR. HITH OR HITHOUT IRRIGATION, AND MAY BE USED ALONE OR IN CONJUNCTION HITH GRA55 AND &HRUB 5EED5 . 5FECIE5 COMMON NAME BULK •'5/ACRE ACHILLEA MILLEFOLIUM CHRYSANTHEMUM MAXIMUM 5HA5TA CLARi<IA AMOENA COLLIN&IA HETEROFHYLLA COREOF515 LANCEOLATA E5CH5CHOLZIA CALIFORNICA GILIA CAFITATA HE5FERl5 MATRONALl5 LAYIA FLATYGL055A LINUH GRANDIFLORUM RUBRUH LINUH LEHl&II J,-iH I TE Y ARR OH SHASTA DAISY FAREHELL-TO-SFRING CHINESE HOUSES LANCE-LEAVED COREOFSIS CALIFORNIA FOFFY GLOBE C.ILIA DAME'S ROCKET TIDY TIFS SCARLET FLAX BLUE FLAX LOBULARIA MARITIME &HEET AL Y55UM LUFINU& MICROCARA.15 DEN5IFLORLl5 GOLDEN LUPINE LUFINU5 NANU5 PIXIE DELIGHT 5KY LUPINE LUFINU5 5UCCULENTU5 ARROYO LUPINE OENOTHERA ELATA HOOKERII EVENING FRIMRO&E FAFAVER RHOEA& FLANDERS FOFFY * MIN ,:, PL5 (FURE Ll\11:: 6-E.EDJ ,. 6-EED PURITY>< C:FEF?MINATION AATe 15 LBS FER ACRE 24-36 INCHES 15-25 DAYS SEEDING RATE, HEIGHT, EMERGENCE, ESTABLISHMENT, 60 DAYS TO 60% COVER AFTER EMERGENCE 0.25 0.S0 0.S0 0.S0 '1). 50 I.S0 0.S0 0.S0 0.15 I.S0 I.S0 I.S0 1.00 2.00 2 .2!;, 0.10 0.2S l!:>.00 MIN% PL5; B!;, 60 60 B!:> 60 BS 60 BS 60 60 B!:> B!:> 10 60 ':l0 60 60 PLANT MATERIAL LEGEND 60T ANICAL NAME COMMON NAME 51,ZE QTY. 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" .................................... . + FYRUS BRADFORDII' _____,,// EX. TREES \/ ~ 5HRUB5, © CALLl&TEMON 'LITTLE JOHN' 0 CALLl5TEMON 'LITTLE JOHN' 0 0 RO&MARINU5 OFFICINAL15 'HUNTINGTON BLUE' CYATHEA COOFERI LIGUSTRUM 'TEXANUM' FiTTO&FORUM 'VARIEGATA' GRCUND$COVER6, r1 /Z:121 AGAFANTf-lU5 'PETER FAN' A5FIDl6TRA ELATIOR LIRIOFE MU&CARI COFRC5MA VERDE DHARF TALL FE5CUE DHARF TALL FE&CUE I·. , , , I I'< ···.,1 i3RADFCRD FEAR 5FECIE& VARY DHARF i30TTLE BRU5f.l DWARF 60TTLE 6RU&H HUNTINC,TON ROoEMARY AUSTRALIAN TREE FERN TEXA& PRIVET VARIEGATED T061RA DHARF LILY OF THE NILE CAST-IRON PLANT LILY TURF N.C.N. IC.AL. 65 12"-!S11 5 GAL. 16 12"-i~" 5 GAL. 18 12"-1!:>" 5 GAL. 4 ;,~"-4rZ>" SC.AL. 53 12"-15" !:>GAL. 8 12"-15' I GAL. ~ 18" O.C. !:Z"-24" I C,AL . IC.AL . LINERS 9 18" o.c. t1 18" o.c. ti 12'1 o.c. f-lYDRO&EEDED 50D e 12 11 O.C. l2"-18" !2"-18" ,5'-30' 12 11 -IS" 12 u -1!:>'1 1:2" -lS" 15"-24" 12"-15" \2''-1!:>" RJLL AND BU&f-lY, c;e>OD COLOR FULL AND 6U5HY, c;e>OD COLOR FULL AND 6U$HY, GOOD COLOR FULL AND 6U&f-lY, C.OOD COLOR RJLL AND 6U&HY, c;e>OD COLOR RJLL AND 6U&HY, GOOD COLOR FULL AND 6U5f.lY, C.OOD COLOR FULL AND BUSHY, GOOD COLOR FULL AND 6USHY, C.OOD COLOR FULL AND 6U&f-lY, GOOD COLOR FULL, e'IELL·ROOTED, GOOD COLOR LOCATED IN SHALE AT REAR OF 6UILDINt; FULL AND 6U5f-lY, GOOD COLOR STRIPED HATCH R NEUJ Ac. FAYING A R!i9iliNT5' ••'"I'• 'f • • • .. • .... • • .. ,. • • • .... •.... .. .. • .. ............................................................ ............... , ...................................... . ~ .. ................. ,. ............ " ...... -II- VINCA MAJOR VINCA HEST COAST ORNAMENTAL HILDFLOHER &EED MIX 6Y 5•& &EED5 EXISTING LAND5CAFE AREA FRCTECT IN PLACE FLAT5 15 L6$. / ACRE, &EE A60VE • .. .. .. • • .. • .. •/t:~. • • .. • • .. .. .. .. • .. • .. • • • • .. .. ... .. ................................................. ~ .... .. .. .. • .. .. • .. • .. .. t,"'(~ ........ * ........................ ~ .. .. .. .............. ;'-:~:J; ....................... 1/•.... .. ..... ' ................. , 1!..,"f" ................... /'_ • • • .. ... .. .......... .,.,,,,_; .... ' ...................... " ..... .. I~~~~~~~~ ~I RERJR615H EXISTING TURF AREA& 6Y HYRDO&EEDING HARM &EA&ON C.RA55 5UCH A5 HY6RED 6ERM\JDA. PLANTING PLAN FDR• . .. . .. .. .. .. .. .. .. .. . .. .. . .. . .. .. . .. .. . .. .. .. .. . . . .. .. " .. . . . . .. . . .. . .. ;'. .... ' . " .................. \: .. .. . .... . .............. /.,.; .......................... ~ ............ / '# .. * .......... , .. • .. .. • .. • .. .. .. .. .. .. • • .. • .. • .. • .. ' APPROVED FDR PLANTING " :------ 7,7~:-:7'"';,/ ;,"';r;,;,i':;,.co .. o,~_,..:c_?v_·r~ __ :~r~ i'!r,; ................ • ....................... ·~ :5· ·1 .............. , ... , ................... i: ... ·---.............. / .. .,; .................................... \ ................... ~.· ........................... :-t: .. 1· "• I .. ·• ...... --.... ... • .... * .... • •.. • .. • .. 1 '-, '' • .. • ...... " .... • •C-./'f\• .. .. • .. .. .. • .. AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE . . .. . .. 1 ... "'.. .. . .. . ......__ ..... / -.. . .. . . .. .. .. . .. .. ......... . /. ·;1· " ..... .. \~?"..!..._ ....... ... + ... / '••·· '---. ) //// 20 40 60 SCALE: l" = 20' JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE. SLNTI! 201 ENCINITAS, CA 92024 760/479-0844 FAX 780/479-0845 12-1-06 JF6 1,-3-0 JF6 INITIAL ENGINEER OF WORK ADDITIONAL PLANTING FLAN CHANGE ADDTIONAL AREA& REVISION DESCRIPTION DATE INITIAL DATE INITIAL INSPECTOR DATE I sH6EET I.c_1_T_Y-'-----o-F_c_A_R_L_.._s_B_A_D_J ~ PLANNING DEPARTMENT MC CONSULTS OFFICE BLDG. APPROVED PLAt\NING OWN BY: 2055 CORTE DEL NOGAL CARLSBAD, CA PROJECT NO. &-tn°>ej' DATE CC:KD BY: __ _ PD-08-10 DRAW,NG NO. 461-3L RVWD GY: C.M.W.D. NOTE, EXISTING HARDSCAPE, CURB AND GUTTER DR EDGE OF PAVING l. TREE TRUNK V, V, w _J "' □ I. R□□T BARRIER SHALL BE PLACED 2'-3' MAXIMUM FROM THE , TREE SIDE, EDGE OF THE HARDSCAPE. UNDER ND CIRCUMSTANCE SHALL BE R□□TBALL OF THE TREE BE VRAPPED VITH THE R□□TBARRIER, 2, ROOT BARRIER SHALL BE BI□BARRIER DR APPROVED EQUAL CD ROOTBARRIER N,T.S. 6' CD CINCH-TIES LENGTH AS REQUIRED ® (2) LODGEPOLES FOR 15 GAL OR LARGER TREE (I) FOR 5 GAL TREE 0 SET R□□TBALL 2' ABOVE FINISH GRADE 0 MULCH 4 ® 4' EARTH BERM 5 (REMOVE AFTER TREE IS ESTABLISHED), ND BERM IN TURF GRASS AREAS. PROVIDE q'¥5~__:---Q GRAY TREE GUARD MOVING F _~vey PROTECTION AT TREES IN ·t---~ 7 TURF, SUBMIT SAMPLE. ;H"':'=1----,, -.......__J 8 0 FINISH GRADE 12' MIN, '------0 0 BACKFILL MIX AS SPECIFIED @ PLANTING TABLETS AS SPECIFIE '9\ \,IIDTH AS SPECIFIED DR 2 X \._V RD□TBALL \,IIDTH @ UNDISTURBED S□IL N.T.S, TREE DOUBLE STAKING 6 J------~ CD ATRIUM CAP, ® 4' PERFORATED PIPE WRAPPED<&' LONG W/FIL TER WRAPPED AROUND PIPE. 0 EXISTING SOIL. 0 GRAVEL SUMP. @ROOT6ALL @ 6ACKFILL MIX (!) 314' DRAINAGE GRAVEL &UMP W/ FILTER FA6RIC AT EDGE. NOTE, INSTALL I PER l!io GALLON CONTAINER SIZE AND 2 PER 24' eox OR GREATER CONTAINER SIZE. N.T,S, TREE SUMP DRAIN (ALL TREES) CD SET R □□TBALL 1' ABOVE FINISH GRADE @MULCH 0 FINISH GRADE 0 4' EARTH BERM (REMOVE AFTER SHRUB IS ESTABLISHED) 1 6 --------1 7 ® PLANTING TABLETS AS SPECIFIED @ BACKFILL MIX AS SPECIFIED (!) NATIVE GRADE EXISTING CURB AND GUTTER DR EDGE OF PAVING [U"cA-L-b<c) TO □.C SPACING NOTE• SHRUB DR VINE I. ALL GROUND COVER TD BE PLANTED AT EQUAL SPACING <TRIANGULAR) PER □,C, SPACING NOTED ON PLANS, N.T.S, SHRUB PLANTING N.T,S, GROUNDCOVER PLANTING 6 3 CONCRETE COLOR SHALL BE NATURAL G) LA\,IN AREA (":;'\ 90% COMPACTED V:_.) SUBS□IL 0 #4 REBAR 3' 6' 0 CONCRETE INTEGRAL COLOR 4 SHALL BE SCOFIELD 'SAN DIEGO BUFF' f's\ FINISH GRADE '-:'__} RIP-RAP BED NOTES• I. FINISH GRADE SHALL BE 1 1/2' BELO\,/ TOP □F M□VCURB IN LA\,IN AREA, 2. CONTROL J □INT SHALL BE INSTALLED AT INTERVALS NOT TD EXCEED 5 FEET, 3. 1/2' EXPANSIDN JOINTS SHALL BE INSTALLED VHERE THE MOVING CURB ABUTS ANY CONCRETE IMPROVEMENTS AND AT INTERVALS NOT TD EXCEED 20 FEET. 4, #3 REBAR SHALL BE CONTINUOUS VITH 18' OVERLAP SPLICES, CONG. MOW STRIP / HEADER APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. LANDSCAPE DETAILS FOR, "AS-BUILT EXP. ___ _ REVIEWED BY: INSPECTOR N,T,S, " DATE DATE i-----+--f-----------------+---+----t---+-----i I s7ET I CITY OF CARLSBAD I SH9EETS I Pu.NNING DEPARTMENT JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE. SUITI! 201 ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL MC CONSUL TS OFFICE BLDG. 2055 CORTE DEL NOGAL CARLSBAD, CA APPROV~D( , ~~A-Ll--c_ l::.\\.&t: PLANNING -~~------ \1,.,;; .... ~ DATE DWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: PD-08-10 461-3L C.M.W.D. SECTION 02900 LANDSCAPING -22 SECTION 02900 LANDSCAPING PART 1 -GENERAL 1.01 GENERAL CONDITIONS A. DRA\./INGS AND GE~ERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CDNDITI □NS AND DIVISI□N I SPECIFIC A TI □N SECTIONS APPLY TD \./ORK OF THIS SECTION, AND MUST BE FULLY CONSIDERED IN CONNECTION THERE\./ITH 1.02 -SCOPE A. THE \./ORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TD PERFORM THE \./ORK INDICATED ON THE DRA\./INGS AND AS SPECIFIED HEREIN AND AS REQUIRED TD COMPLETE PROPERLY THE CONTRACT. B. RELATED \./ORK, 1. EARTH\./ORK 2. IRRIGATION 1.03 SUBMITTALS <SECTION 02200) (SECTION 02810) A. SEE REQUIREMENTS IN GENERAL CONDITIONS, AND SECTION 01340 B. CONTRACTOR SHALL SUBMIT A TYPE\./RITTEN LIST \./ITH SPECIFICATIONS OF ALL FEASIBLE MATERIALS, INCLUDING SOIL AMENDMENTS, FERTILIZERS, PLANT MATERIALS, ETC., \./ITH QUANTITIES □F EACH. 1.04 DEFINITIONS OF TERMS A. "PLANTING AREA' SHALL MEAN ALL AREAS TD BE SEEDED, SODDED, PLANTED \./ITH TREES, SHRUBS, AND/DR GROUNDCOVERS. 1.05 GUARANTEES AND REPLACEMENTS A. PLANT MATERIALS, PLANTS OS-GALLON SIZE AND LARGER) SHALL BE GUARANTEED TD LIVE AND GRO\./ IN HEALTHY CONDITION DURING THE AGREED UPON 90 DAY MAINTENANCE PERIOD DR UNTIL FINAL ACCEPTANCE (3.20 PART B). PLANT MATERIAL \./ILL CONTINUE TD BE GUARANTEED FOR ONE (!) YEAR. B. PLANT MATERIAL SMALLER THAN 15-GALLON SIZE, SHALL BE GUARANTEED TO LIVE AND GRO\./ IN VIGOROUS HEALTHY UPRIGHT CONDITION FOR A MINIMUM OF ONE GRO\./ING SEASON AFTER FINAL ACCEPTANCE OF \./ORK <EXCLUDING SEASONAL COLOR). C. REPLACEMENT, ALL PLANTS NOT HEAL THY AND IN VIGOROUS GRD\./ING C □NDJTIDN AS DETERMINED BY THE LANDSCAPE ARCHITECT SHALL BE REPLACED IMMEDIATELY. PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS DRIGJNALL Y SPECIFIED AT ND COSTS TO 0\./NER. 1.06 VERIFICATI □N OF EXISTING CONDITIONS A. ALL SCALED DIMENSJ □NS ON THE DRA\./INGS ARE APPROXIMATE. BEFORE PROCEEDING \./ITH ANY \./ORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, QUANTITIES, AND GRADE ELEVATIONS, AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. B. PRIOR TO THE EXCAVATION FOR PLANTING DR PLACING OF PLANT MATERIALS, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES AND OTHER IMPROVEMENTS, AND TAKE PROPER PRECAUTIONS TD AV□ID DAMAGE TD SUCH IMPROVEMENTS. IN THE EVENT OF CONFLICT BET\./EEN SUCH IMPROVEMENTS AND PLANT LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, AND ARRANGEMENTS \./ILL BE MADE FDR RELOCATION AS NECESSARY. FAILURE TO FOLL □\./ THIS PROCEDURE PLACES UPON THE CONTRACTOR THE RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FDR DAMAGE RES UL TING FROM \./ORK AS HEREIN SPECIFIED AT HIS 0\./N EXPENSE. 1.07 PROTECTI □N OF EXISTING IMPROVEMENTS DURING THE CDNSTRUCTl □N AND MAINTENANCE PERI □D, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATI □N LINES, DRAINAGE LINES, AND ALL OTHER UNDERGROUND FACILITIES AND ALL PAVING, STRUCTURES, FIXTURES, AND EXISTING PLANTINGS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FDR ANY AND ALL DAMAGE TO SUCH IMPROVEMENTS AND SHALL COMPLETELY REPAIR DR REPLACE THE SAME AT NO COST TO THE 0\./NER. 108 INSTRUCTI□NS AND OBSERVATION A. ALL CHANGES AND DEVIATI □NS TO THE PLANS AND SPECJFICATl □NS BY THE LANDSCAPE ARCHITECT TO THE CONTRACTOR SHALL BE CONFIRMED IN \./RITING. B. THE CONTRACT □R?S SUPERVISOR SHALL BE AVAILABLE ON CALL TO MAKE A JOINT OBSERVATI □N \./ITH THE 0\./NER?S REPRESENTATIVE OF THE \./ORK. THE CONTRACTOR SHALL HAVE SUFFICIENT \./ORK PERSONNEL AVAILABLE DURING NORMAL \./DRKING HOURS TD CORRECT DEFICIENCIES IMMEDIATELY UPON REQUEST OF THE LANDSCAPE ARCHITECT. SUCH REPAIR OR RE- \./ORK SERVICES ARE TD BE PERFORMED \./ITHDUT INTERFERENCE OF REGULAR PROJECT SCHEDULE. C. PLANTS SHALL BE SUBJECT TD APPROVAL BY THE LANDSCAPE ARCHITECT AT THE PLACE OF GRD\./TH AND/OR UPON DELIVERY TD THE SITE FOR QUALITY, SIZE AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF OBSERVATION AND REJECTION AT THE SITE DURING PROGRESS OF \./ORK FOR SIZE, CONDITION OF ROOT BALL, LATENT DEFECTS, DR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE, UNLESS □THER\./ISE APPROVED BY THE LANDSCAPE ARCHITECT. D. SITE DBSERVATI□NS HEREIN SPECIFIED SHALL BE MADE BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF A SITE OBSERVATION AT LEAST 48 HOURS IN ADVANCE OF AN OBSERVATI □N. AN OBSERVATION \./ILL BE MADE BY THE LANDSCAPE ARCHITECT DURING OFFICE \./DRKING HOURS ON EACH OF THE STEPS DR CONDITIONS LISTED BELO\./. THE CONTRACTOR DR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON SITE AT THE TIME OF EACH □BSERVATI □N. THE CONTRACTOR \./ILL NOT BE PERMITTED TO INITIATE THE SUCCEEDING STEP OF \./ORK UNTIL HE HAS RECEIVED APPROVAL TD PROCEED BY THE LANDSCAPE ARCHITECT. 1. PRE-C□NSTRUCTI □N MEETING, IMMEDIATELY PRIOR TO THE COMMENCEMENT OF \./ORK OF THIS SECTION, CONTRACTOR SHALL RECEIVE APPROVAL OF MATERIALS AND EQUIPMENT TO BE USED, AND METHODS OF INSTALLATION. 2. INCORPORATION OF S □IL CONDITIONING AND FERTILIZING INTO THE SDIL, S □IL TESTS PERFORMED BY THE LICENSED LABORATORY SHALL BE SUBMITTED AND PAID FOR BY THE CONTRACTOR FDR AGRJCUL TUR AL SUIT ABILITY AND APPROVED BY THE LANDSCAPE ARCHITECT ONCE ROUGH GRADING HAS BEEN COMPLETED, AND PRIOR TD INSTALLING ANY PLANT MATERIAL. 3. UPON THE COMPLETION OF FINISH GRADING AND MD\./ CURBS LAYOUT IN THE FIELD, BUT PRIOR TD MD\./ CURB INSTALLATION. 4 APPROVAL OF ALL PLANT MATERIAL QUALITY. 5. LAYOUT OF PLANT MATERIAL. 6. PRE-MAINTENANCE □BSERVA TI□N, \./HEN PLANTING AND ALL OTHER INDICATED OR SPECIFIED \./ORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. ACCEPTANCE AND \./RITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS JS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. 7. FINAL SITE OBSERVATION AT THE COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE GUARANTEE PERIOD. E, ACCEPTANCE, UPON COMPLETION OF THE FINAL OBSERVATION AND THE \./ORK OF THIS SECTION, THE CONTRACTOR \./ILL BE NOTIFIED IN \./RITING (1) \./HETHER THE \./ORK JS ACCEPTABLE AND (2l OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. 1.09 SUSPENSION OF \./ORK A THE LANDSCAPE ARCHITECT SHALL RECOMMEND TO THE D\./NER ANY NECESSITY TD SUSPEND THE \./ORK \./HOLLY, DR IN PART, FOR SUCH PERIOD OR PERIODS AS HE MAY DEEM NECESSARY DUE TO UN SUIT ABLE \./EATHER, OR SUCH OTHER CONDITIONS AS ARE CONSIDERED UNFAVORABLE FOR THE REASONABLE PERFORMANCE OF THE \./ORK, OR FOR SUCH TIME AS IS NECESSARY DUE TD THE FAILURE ON THE PART OF THE CONTRACTOR TD CARRY OUT ORDERS GIVEN DR TD PERFORM ANY OR ALL PROVISIONS OF THE CONTRACT. B. IF IT SHOULD BECOME NECESSARY TD STOP \./ORK FDR AN INDEFINITE PERIOD, THE CONTRACTOR SHALL STORE ALL MATERIALS IN SUCH A MANNER THAT THEY \./ILL NOT BECOME AN OBSTRUCTION NOR BECOME DAMAGED IN ANY \./AY, AND HE SHALL TAKE EVERY PRECAUTION TO PREVENT DAMAGE DR DETERIORATION OF THE \./ORK PERFORMED. THE CONTRACTOR SHALL COVER ALL OPEN EXCAVATIONS AND SHALL PROVIDE SUIT ABLE DRAINAGE BY OPENING DITCHES, PLANTING PITS, ETC., AND ERECT TEMPORARY STRUCTURES \./HERE NECESSARY. C. GRADING, S □IL PREPARATION, AND PLANTING \./ORK SHALL BE PERFORMED □NL Y DURING PERIODS \./HEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH A LEVEL THAT \./DRKING IT \./OULD DESTROY THE SOIL STRUCTURE, SPREADING, GRADING AND TILLING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT REACHES ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE ATTAINABLE. 1.10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL A. THE LANDSCAPE ARCHITECT SHALL BE FURNISHED \./ITH DUPLICATE SIGNED, LEGIBLE COPIES OF CERTIFICATES AND/OR INVOICES STATING THE BRAND, GRADE, AMOUNT AND QUANTITY OF EACH ITEM FOR ALL S □IL, FERTILIZERS, S □IL CONDITIONERS, PLANS AND OTHER MATERIALS. RECOMMENDATION SHALL BE MADE BY THE LANDSCAPE ARCHITECT TO THE 0\./NER TD STOP \./ORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIE\./ED BY THE LANDSCAPE ARCHITECT. B. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN ADVANCE \./HEN ALL MATERIALS ARE TD BE DELIVERED AND THE MANNER OF SHIPMENT, AND SHALL FURNISH THERE\./ITH AN ITEMIZED LIST, IN DUPLICATE, OF THE ACTUAL QUANTITY □F MATERIAL IN EACH DELIVERY, IN ORDER TD ENSURE SATISFACTORY COORDINATION OF DELIVERY, AND TO EXPEDITE THE REQUIRED INSPECTION AT THE POINT OF DELIVERY. THE ITEMIZED LIST, IN DUPLICATE, FDR EACH DELIVERY OF PLANT MATERIAL SHALL INCLUDE INVOICES CERTIFYING THAT SUBJECT MATERIAL HAS BEEN INSPECTED AS REQUIRED BY THE STATE AGRICULTURAL CODE PRIOR TO ACCEPTANCE DR PLANTING. PARTICULAR CARE, USING APPROVED EQUIPMENT, SHALL BE EXERCISED TD ENSURE SAFE LOADING, UNLOADING, SHIPPING AND HANDLING FOR ALL PLANTINGS FROM SOURCE TD IN-PLACE LOCATIONS INDICATED ON THE DRA\./INGS. 1.11 PLANT MATERIALS A. QUANTITIES FDR PLANT MATERIALS ARE SHO\./N PER PLAN FDR CONVENIENCE ONLY AND NOT GUARANTEED. CONTRACTOR SHALL CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRA\./INGS. 1.12 INV □ICE OF MATERIALS A. UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TD INITIATING PLANTING OPERATIONS, THE LANDSCAPE ARCHITECT \./ITH THE HERETOFORE SPECIFIED SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FDR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL QUANTITIES OF EACH MATERIAL FURNISHED AGAINST THE TOTAL AREA TO EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT \./ILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. B. AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TD THE PRE-MAINTENANCE SITE OBSERVATION, THE LANDSCAPE ARCHITECT, \./ITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE LANDSCAPE ARCHITECT \./ILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TD FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. C. A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TD THE LANDSCAPE ARCHITECT \./!THIN 15 DAYS AFTER RECORDING □F THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY, ALONG \./ITH SPECIFICATIONS OF EACH PRODUCT AFTER S□IL AMENDMENTS HAVE BEEN TH □R □UGHL Y MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL \./ILL BE TAKEN BY THE D\./NER?S REPRESENTATIVE AND SUBMITTED TD THE SOIL LABORATORY FDR COMPARISON TD A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. PART 2 -PRODUCTS 2.01 QUALITY A. ALL MATERIALS SHALL BE OF STANDARD, APPROVED, AND FIRST GRADE QUALITY AND SHALL BE IN PRIME CONDITION \./HEN INSTALLED AND ACCEPTED. ALL COMMERCIALLY PROCESSED AND/DR PACKAGED MATERIALS SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER1S GUARANTEED ANALYSIS. 2.02 SOIL AMENDMENT AND FERTILIZER A. SHALL BE A \./ODD RESIDUAL PRODUCT DERIVED FROM THE BARK OF PINE, RED\./OOD, \./HITE FIR AND RED FIR, DR CEDAR SHAVINGS. AMENDMENT UPON ANALYSIS CONTAIN AT LEAST 0.51/. NITROGEN <ON A DRY \./EIGHT BASIS) \./ITH AN ASH CONTENT NOT TO EXCEED 10%. A COMMERCIAL GRADE PRODUCT SHALL BE USED. CONTRACTOR SHALL SUPPLY ARCHITECT OR HIS APPOINTED REPRESENTATIVE \./ITH A SAMPLE OF THE PROPOSED AMENDMENT ACCOMPANIED BY LABORATORY ANALYTICAL ANALYSIS FROM AN APPROVED LABORATORY JLLUSTRA TING DEGREE OF COMPLIANCE. GUARANTEE \.IT.ICU/YD. = +560# -820#. NITROGEN CORGANIC DR AMM □NIC) 0.5%, PH <LESS THAN) 6.8, SALINITY CECO X 103 AT 250 C) = 2 5. ASH CONTENT NOT TO EXCEED 10%. IRON (FD EXPRESSED AS METALLIC 0.081/.. DENSITY - APPROX. 25 LB/CU/FT. ORGANIC MATTER = 85%. A NON- IONIC \./ETTING AGENT SHOULD BE USED. PROPERTIES, SCREEN ANAL YSJS, 1/. RETAINED ON STACKED SCREENS -1 MESH = 0,21/.j 5 MESH = 36,6%i 8 MESH :::: 25.7%J 12 MESH :::: 30.7%; 32 MESH = 5.9%; REMAINDER 0.9%. SHALL BE \./IL -GR□ LIFE, FOREST HUMUS, DR L □AMEX OR APPROVED SUBSTITUTION. B. C, D. E. F. G. 2.03 A. 1( Signature >t-) 1'sJ Date 9/30/10 J), Date 11/12/Dd, ~It OF CALI<~ I I JAMf P. BEl'<EDETTI h@r1E1 ~~~~~ · · ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 AGRICULTURAL GRADE GYPSUM -SHALL BE A (CA S04 -H20) CALCIUM SULFATE PRODUCT -94.3%. 901/. SHALL PASS A 50 MESH SCREEN. CHEMICAL REACTION \./ILL REMOVE SODIUM ATTACHED TO SOIL PARTICLES. GYPSUM ALSO LOOSENS HEAVY CLAY SOILS THROUGH ELECTRO-CHEMICAL ACTION. CONTROL OF DUST DURING APPLICATI□N IS MANDATORY SHALL BE U.S. GYPSUM, D □LMAR, SOF'N'SOIL, OR BANDIN], DR APPROVED SUBSTITUTI□N. SULPHUR (SOIU -SHALL BE ELEMENTAL SULPHUR (99.5%) COMMERCIALLY PREPARED SD THAT 46.9% PASSES A 50 MESH SCREEN. DR APPROVED SUBSTITUTJ□N. IRON SULFATE -IRON SHALL BE EXPRESSED AS METALLIC - DERIVED FROM SULFATE -DEEP GREEN CFE S □4 H20) A MINIMUM ANAL YSJS OF 20.0% AND 98.3% RETAINED ON A 10 MESH SCREEN. SHALL BE \./JLSON ~ GEO. MEYER, \./IL-GR □, DR BANDIN! DR APPROVED SUBSTITUTJ□N. PRE-PLANT DR STARTER FERTILIZER SHALL BE A COMMERCIAL GRADE FLD\./ABLE FERTILIZER \./ITH -1% NITROGEN, 101/. PHOSPHOROUS PENTI□XIDE AND 10% POTASSIUM SULFATE. NO POTASSIUM CHLORIDE IS TD BE USED. ORGANIC NITROGEN SHALL BE FROM COTTONSEED MEAL AND UREA. PHOSPHATE AVAILABLE FROM SUPERPHOSPHATE AND COTTONSEED MEAL. POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL. SCREEN ANAL YSJS, 1/. RETAINED ON STACKED SCREEN - APPROXIMATELY 8 -MESH 24.2%; 20 -MESH 75.2%; 48 - MESH 0.2%. AVAILABLE PERCENTAGE 1,iEJGHT □F PLANT FOOD, NITROGEN PHOSPHORIC ACID POTASH 1.0% MIN. 10.0% MIN 10.0% MIN SHALL BE \./IL-GR □, BANDIN! OR KELLOGG. DR APPROVED SUBSTITUTION. ORGANIC SOIL ENHANCER AND SOIL ACTIVATOR SHALL BE SARVDN. POST PLANT FERTILIZER <MAJNTENANCD: FERTILIZER (COMMERCIAL> SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLD\./ING, SUITABLE FDR APPLICATION \./ITH APPROVED EQUIPMENT AND SHALL CONTAIN THE F □LLO\./ING MINIMUM AVAILABLE PERCENTAGES BY \./EIGHT OF PLANT FOOD, NITROGEN AMMONIAC SULFATE REMAINDER OF NITROGEN PHOSPHORIC ACID POTASH IRON ZINC MANGANESE CALCIUM 14.0% MIN. 4.0% MIN. 8.75% \./ATERSOLUBLE 1.25% \.I ATER INSOLUBLE 7.0% MIN. 3.0% MIN. 2.0% 0.15% 0.15% 2.0% ORGANIC NITROGEN IS DERIVED FROM UREA AND COTTONSEED MEAL. PHOSPHATE FROM SUPERPHDSPHATE AND COTTONSEED MEAL. POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL. ND POTASSIUM CHLORIDE JS TD BE USED. SULFUR FROM SULFATE OF AMMONIA. CALCIUM FROM SUPERPH□SPHATE, IRON FROM FERROUS SULPHATE AND MIXED SULFIDES ZINC AND MANGANESE ARE EXPRESSED AS METALLIC AND IN THEIR ELEMENT AL FORM. SCREEN ANAL YSJS, (% RETAINED) -APPROXIMATEL y, 4 MESH = 1.3%; 8 MESH = 24.2%; 20 MESH = 74.01/.; AND 48 MESH 0.05%. SHALL BE \./IL-GR□ FAIR\./AY, BANDIN!, DR KELLOGG. OR APPROVED SUBSTJTUTJ□N. PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES \./ITH THE FDLLD\./JNG AVAILABLE PERCENTAGES BY \./EIGHT OF PLANT F□□D, NITROGEN 20 0% MIN PHOSPHORIC ACID 10.0% MIN. POTASH 5.0% MIN. SHALL BE AGRJFDRM DR GR □-PO\./ER. DR APPROVED SUBSTITUTION. PLANTING BACKFILL FDR TREES AND SHRUBS RATE OF APPLICATION IS FDR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE DR INCREASE TOTAL SOIL YARDAGE AMENDMENT AND CHEMICAL ADDITIVES. PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE □F TOPSOIL AND SOIL AMENDMENTS AT THE F □LLD\./ING MIXTURES, SOIL AMENDMENT 40%. STOCK PILED SITE SOIL 1 C.Y. GYPSUM 5 LBS. PER/CU/YD. OF MIX SULPHUR (SOIU 1 LBS. PER/CU/YD. OF MIX IRON SULFATE 1/2 LBS. PER/CU/YD. OF MIX PRE -PLANT (0-0-50) 3 LBS. PER CU. YD. OF MIX TRIPLE PRO 05-15-15) 3 LBS. PER CU. YD OF MIX RE\./ET GR. 3/ 4 LBS. PER CU. YD. OF MIX 2 06 PLANT MATERIALS A. NOMENCLATURE, SCIENTIFIC AND COMMON NAMES OF PLANTS B. C. D. E. HEREIN SPECIFIED SHALL CONFORM \./ITH THE APPROVED NAMES GIVEN IN 'A CHECKLIST OF \./DODY ORNAMENTAL PLANTS OF CALIFORNIA,' PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, COLLEGE OF AGRICULTURE, MANUAL 32 (1963). SEE LIST OF PLANT MATERIAL ON DRA\./INGS. LABELING, EACH GROUP OF PLANT MATERIALS DELIVERED ON SITE SHALL BE CLEARLY LABELED AS TD SPECIES AND VARIETY HO\./EVER, FINAL DETERMINATI□N OF PLANT SPECIES AND VARIETY \./ILL BE MADE BY THE LANDSCAPE ARCHITECT AND \./HOSE DECISION \./ILL BE FINAL. ALL PATENTED PLANTS (CUL TIVAR) REQUIRED BY THE PLANT LIST SHALL BE DELIVERED \./ITH A PROPER PLANT PATENT ATTACHED. QUALITY AND SIZE, ALL PLANTS SHALL BE VIGOROUS, OF NORMAL GRO\./TH, FREE FROM DISEASES, INSECTS, INSECT EGGS, AND/OR EXCEED THE MEASUREMENTS SPECIFIED. CONTAINER STOCK, SHALL HAVE GRO\./N IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER T\./0 YEARS. ND CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH \./HEN TAKEN FROM THE CONTAINER SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES \./ITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. PRUNING, AT NO TIME SHALL THE PLANT MATERIALS PRUNED, TRIMMED DR TOPPED PRI □R TD DELIVERY, AND ALTERATION ON THE SITE OF THEIR SHAPE SHALL BE ANY BE CONDUCTED ONLY \./ITH THE APPROVAL AND IN THE PRESENCE THE LANDSCAPE ARCHITECT. OF F. INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND \./HEN NECESSARY HE SHALL HAVE SECURED PERMITS DR CERTIFICATES PRIOR TO DELIVERY OF PLANTS AT SITE. G. ON-SITE INSPECTION OF PLANT MATERIALS: PLANTS SHALL BE SUBJECT TD INSPECTION AND APPROVAL OR REJECTION AT THE PROJECT SITE AT ANY TIME BEFORE DR DURING PROGRESS OF \./ORK FDR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. H. REJECTION AND SUBSTITUTION, ALL PLANTS NOT CONFORMING TD THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, \./HETHER IN PLACE DR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE \./ORK AND REPLACED \./ITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LA\./. ALL PLANTS SHALL BE THE SPECIES, VARIETY, SIZE, AGE, FLD\./ER COLOR AND CONDITION AS SPECIFIED HEREIN AND/DR AS INDICATED ON THE DRA\./INGS. UNDER ND CONDITION \./ILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRA\./INGS, EXCEPT \./ITH THE EXPRESS \./RITTEN CONSENT OF THE LANDSCAPE ARCHITECT. I. RIGHT TD CHANGES, THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE THE SPECIES, VARIETY AND/OR SIZES OF PLANT MATERIAL TD BE FURNISHED, PROVIDED THAT THE COST OF SUCH PLANT CHANGES DOES NOT EXCEED THE COST OF PLANTS IN THE ORIGINAL BID. THE CONTRACTOR SHALL BE NOTIFIED AND CONFIRMED IN \./RITING PRIOR TO SIXTY <60) DAYS BEFORE THE PLANTING OPERATION HAS COMMENCED. CHANGES IN THE SIZE AND/OR VARIETY OF ANY PLANT TO BE FURNISHED \./HICH INVOLVES A REDUCTION DR ADDITION IN COST SHALL BE ADJUSTED IN THE CONTRACT COST. J ROOT CONDITION, THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TD INSPECT ROOT C □NDITI □N OF ANY SPECIES, PARTICULARLY THOSE GRO\./N FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. K. PROTECTION, ALL PLANTS AT ALL TIMES SHALL BE HANDLED AND STORED SO THAT THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, FROM \./IND BURN, AND FROM ALL OTHER INJURY. ALL PLANTS DETERMINED BY THE D\./NER1S REPRESENTATIVE TD BE \./IL TED, BURNED, DR DRIED OUT, MAY BE REJECTED, AND REMOVED FROM THE SITE. THE C □NTRACTOR1S ON-SITE PLANT STORAGE AREA SHALL BE APPROVED BY THE O\./NER1S REPRESENTATIVE PRIOR TD THE DELIVERY OF ANY PLANT MATERIALS. LANDSCAPE SPECIF I CA TIDNS FOR, " APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION □F PLANTING AREAS. "AS-BUILT P.E, __ _ EXP. ___ _ REVIEWED BY: DATE INSPECTOR DATE 0---------t---+-------------+----+--+---+---< I SHSEET I CITY OF CARLSBAD I SH9EETS I PIJ\NNING DEPARTMENT ~=:::'.'.:::=========='._':::=::::::: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MC CONSUL TS OFFICE BLOG. 2088 CORTE DEL NOGAL CARLSBAD, CA IAP~eX{ lr-f:\\_J\-12--i:;.~1 PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: P0-08-10 461-3L C.M.W.O. I L. SHRUB AND TREE SAMPLES, TYPICAL SAMPLES, THREE EACH □F ALL VARIETIES AND SIZES (SHRUBS 5 GALLON AND UNDER, TREES 15 GALLON AND UNDER) OF ALL PLANT MATERIALS SHALL BE SUBMITTED FOR INSPECTION APPROVAL AT THE SITE A MINIMUM OF FIFTEEN DAYS PRIOR TD PLANTING OPERATIONS APPROVED SAMPLES SHALL REMAIN ON THE SITE AND SHALL BE MAINTAINED BY THE CONTRACTOR AS STANDARDS □F COMPARISON FDR PLANT MATERIALS TD BE FURNISHED. SAMPLES VILL BE INCORPORATED INT □ THE V□RK. 2.07 GR□UNDC□VER A. GR □UNDC □VER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTINGS GR □VN IN FLATS. 2.10 PLANTER MULCH A. PLANTER MULCH SHALL BE SHREDDED FIR TREE BARK. SHALL RANGE IN SIZE FROM 1/2-INCH TD 3/4-INCH. 3-INCH COVER MIN. 2.11 STAKING MA TERI AL A. TREE GUY VIRES SHALL BE □F PLIABLE, ZINC-COATED STEEL MINIMUM GAUGE ND. 12 AND ANCHOR TD APPROPRIATE DEAD MAN. VIRE LOOPS AT BRANCHES SHALL BE COVERED BY 2-PLY REINFORCED RUBBER 1/4' IN DIAMETER GUY VIRES SHALL BE FLAGGED VITH 1/8-INCH DIAMETER X 4'-0' LENGTH SURGICAL TUBING. TREE TIES SHALL BE VJ.T. CINCH-TIE AVAILABLE FROM Vl.T. COMPANY, (714) 891-8338. 2.13 PRE-EMERGENT HERBICIDE A. PRE -EMERGENT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR. 2.14 VEED CONTACT HERBICIDE A. VEED CONTACT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR. PART 3 -EXECUTION 3.01 INSPECTION A. EXAMINE PROPOSED PLANTING AREAS AND CONDITIONS OF INSTALLATION. DD NOT START PLANTING V□RK UNTIL UNSATISF ACT□RY CONDITIONS ARE CORRECTED. 3.02 PREPARATION A. GENERAL, THE AREAS TO RECEIVE TREES, SHRUBS, GROUNDC □VER AND HYDR□SEED PLANTINGS AND THEIR RESPECTIVE REQUIREMENTS FOR IMPORTED T □PS □IL, FERTILIZING , S □IL CONDITIONING, AND OTHER TREATMENT SHALL BE AS DEFINED ON THE DRAVINGS. EQUIPMENT NECESSARY FOR PREPARATION OF THE GROUND SURFACE AND FOR HANDLING AND PLACING ALL REQUIRED MATERIAL SHALL BE □N HAND IN GOOD V □RKING CONDITION. V □RK SHALL BE PERFORMED □NL Y DURING PERIODS VHEN BENEFICIAL RE SUL TS CAN BE OBTAINED. B. CLEARING AND GRUBBING, PRIOR TD RIPPING AND TILLAGE OPERATIONS, ALL VEGETATION IN THE AREA TD BE PLANTED SHALL BE GRUBBED, RAKED, AND CLEARED FROM THE SITE. THE GROUND SURFACE SHALL BE CLEARED OF ALL MATERIAL VHICH HAS ACCUMULATED DURING CONSTRUCTION AND ALL MATERIAL VHICH MIGHT HINDER PROPER GRADING, TILLAGE, PLANTING AND SUBSEQUENT MAINTENANCE OPERATION. ALL GRUBBED MATERIALS AND DEBRIS SHALL BE LAVFULLY DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT HIS COST. C. OBSTRUCTION BELOV GROUND, ALL SUBSURFACE ROCKS □VER 2' IN DIAMETER AND OTHER UNDERGROUND OBSTRUCTIONS SHALL BE REMOVED TO THE DEPTH NECESSARY TO PERMIT PROPER FINE GRADING, TILLING, OR PLANTING ACCORDING TO PLANS AND SPECIFICATIONS. ALL ABANDONED UTILITY LINES UNCOVERED OR SEVERED SHALL BE CUT BEL □V GRADE AND CAPPED DR PLUGGED VITH CONCRETE. EXPLOSIVES SHALL NOT BE USED FDR REMOVAL. VHEN THE LOCATION OF UTILITY LINES IS SHOVN ON THE PLANS DR HAS BEEN MADE KN □VN TD THE CONTRACTOR, ALL DAMAGE TD THESE LINES SHALL BE REPAIRED BY THE CONTRACTOR IN A MANNER APPROVED BY THE LANDSCAPE ARCHITECT AND AFFECTED UTILITY D. DEEP RIPPING, ALL AREAS (INCLUDING SLOPES) TD RECEIVE GROUNDCOVER, SHRUBS, AND HYDR□SEEDING SHALL BE DEEP RIPPED AND LOOSENED TO A DEPTH OF TVEL VE 02) INCHES IN ALL DIRECTIONS. 3.03 S □IL AMENDMENTS, FERTILIZING AND R□T □TILLING A. RATE OF APPLICATI □N IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE TOTAL SOIL AMENDMENT YARDAGE. ADJUSTMENTS (PLUS OR MINUS) MAY BE NECESSARY. CONTRACTOR SHALL OBTAIN AT LEAST TV □ SOIL TESTS OF ROUGH GRADE AT SITE AND SUBMIT RESULTS TO THE LANDSCAPE ARCHITECT FOR INTERPRETATION AND RECOMMENDATION. B. AFTER THE AREAS HAVE BEEN DEEP RIPPED, THE F □LL □VING RATES OF SOIL AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TD AN AVERAGE DEPTH OF SIX INCHES BY R □T □TILLING A MINIMUM OF TV □ ALTERNATING PASSES. AMENDMENT MUST BE INTI MA TEL Y BLENDED VITH SOIL SOIL AMENDMENT, 4 CUBIC YARDS PER 1,000 SQ. FT. TD A DEPTH OF 6'. GYPSUM, 20 LBS. PER 1,000 SQ. FT. S □IL SULPHUR, 5 LBS. PER 1,000 SQ. FT. IRON SULFATE, 3 LBS. PER 1,000 SQ. FT. REVET GR. , 2-3/ 4 LBS. PER 1,000 SQ. FT. IRON SULFATE, 3 LBS. PER 1,000 SQ. FT. FERTILIZER CCOMMERCIAU 0-0-50 SHALL BE APPLIED AT THE RATE □F 8 POUNDS PER THOUSAND SQUARE FEET, AND 15-15-15 TRIPLE-PR□ OR EQUAL SHALL BE APPLIED AT THE RATE OF 10 POUNDS PER THOUSAND SQUARE FEET AND SCARIFIED INTO THE TOP TV □ INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. C. THE THOROUGHNESS AND COMPLETENESS OF THE R□TOTILLING AND INC□RPORATION OF THE SOIL AMENDMENTS SHALL BE ACCEPTABLE TD THE LANDSCAPE ARCHITECT. SLOPES 2,1 AND STEEPER OR AS PER THE DRAVINGS □MIT SOIL CONDITIONER APPLICA TI□N AND TILLING. D. DEEP VATER LEACHING AND SOIL TESTING, DEEP VATER LEACHING SHALL BE COMPETED AS RECOMMENDED BY A CERTIFIED AGR□NIMIC LABORATORY. THE F □LL□VING PROCESS FDR DEEP VATER LEACHING IS FOR BIDDING PURPOSES ONLY. ITEM NUMBER THREE (3.l SHALL BE PERFORMED AS STATED BEL □V. I. AFTER THE TILLING OPERATION, THE AREA SHALL BE DEEP VATER LEACHED THREE (3) TIMES □VER A FIVE C5) DAY PERIOD. APPLY 1/2' VATER AT EACH APPLICA TI □N. VAIT ONE <D DAY BETVEEN APPLICATIONS. 2. □NE DAY AFTER FINAL APPLICATION OF VATER, THE SOIL SHALL BE TESTED FOR CONTENT OF SOLUBLE SALTS (ELECTRICAL CONDUCTIVITY E.C.l. OVNER'S REPRESENTATIVE AND CONTRACTOR SHALL TAKE SEVERAL SOIL SAMPLES AND DELIVER THE SAMPLES TO A LABORATORY FOR TESTING OF SOLUBLE SAL TS. E.C. TEST READING SHALL NOT BE ABOVE 2.0, THE S□IL AMENDING, TILLING AND DEEP VATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2.0 3. IF SOIL TEST READING FDR A PARTICULAR AREA TESTED IS ABOVE 2 0, THE S □IL AMENDING, TILLING AND DEEP VATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2.0 E. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF VATER DOES NOT CAUSE EROSION DR SLOUGHING OF SOILS. F. ALL DEPRESSIONS, VOIDS, EROSION SCARS AND SETTLED TRENCHES GENERATED BY THE DEEP VATERING SHALL BE FILLED VITH AMENDED S □IL AND BROUGHT TO FINISH GRADE. G. APPLY NAIAD VETTING AGENT 4 OZ. PER 1,000 S.F. AT THE FIRST SPRAY OF SOIL AMENDMENTS. 3.04 FINISH GRADING A. FINISH GRADES SHALL BE AS INDICATED ON GRADING PLAN. B. FINISH GRADES SHALL BE MEASURED AFTER THE GROUND HAS BEEN VATERED-IN AND MECHANICALLY COMPACTED AND SETTLED. THE FINAL GRADE SHALL BE VITHIN PLUS DR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEER'S □RAVING. C. EASE TOP AND TOE OF ALL EXISTING SLOPES. D. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, R □T □TILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED □UT BEFORE PLANTING OPERATIONS ARE INITIATED. E. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TD PROTECT AND AV □ID DAMAGE TD SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING HIS GRADING AND CONDITIONING OPERATIONS. F. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE VITH ALL SURFACE DRAINAGE AVAY FROM BUILDINGS, VALLS, □VER MDV CURBS, AND T □VARD R□ADv/AYS, DRAINS AND CATCH BASINS. G. FINAL GRADES SHALL BE ACCEPTABLE TD THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS VILL BE ALLOVED TO BEGIN. H. PLANTING SURFACES SHALL BE GRADED VITH NO LESS THAN 2 PERCENT SURFACE SLOPE FDR POSITIVE DRAINAGE. I. J. 305 A. B. C. D. E. ALL ROCK AND DEBRIS SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE IN ACCORDANCE VITH THE FDLL□VING CRITERIA, 1' DIA. IN LAVN AREAS, 2' DIA. IN SHRUB AREA, 2' DIA. IN HYDR□SEED AREAS. FINISH GRADE SHALL BE 2' BEL □V FINISH PAVING SURFACE IN SHRUB AREAS. PLANTING INSTALLATION TIMING, ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS VHEN VEATHER AND S □IL CONDITIONS ARE SUITABLE AND IN ACCORDANCE VITH LOCALLY ACCEPTABLE PRACTICE. LAYOUT OF TREES, ALL TREES (24' BOX SIZE AND LARGER) SHALL BE PLACED IN THE LANDSCAPE PER THE DIRECTION OF THE LANDSCAPE ARCHITECT PRIOR TD INSTALLATION □F IRRIGA TI □N SYSTEM. THE TREES SHALL THEN BE MOVED SD THAT PLANTING HOLES CAN BE EXCAVATED AND AMENDED. THE TREES SHALL THEN BE INSTALLED IN THEIR RESPECTIVE HOES AND POSITIONED IN THE HOLES PER DIRECTION OF THE LANDSCAPE ARCHITECT. LAYOUT PLANTING, LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. ALL CONTAINER PLANTS SHALL BE SET BY THE CONTRACTOR IN THEIR FINAL L □CA TI □N IN THEIR RESPECTIVE CONTAINERS PRIOR TO DIGGING HOLES AND/OR PLANTING. ALL PLANT L □CA TI□NS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE VITH EXISTING UNDERGROUND UTILITY LINES. BACKFILL FDR TREES AND SHRUBS, SHALL BE AS SPECIFIED IN SECTION 2 03. IF ARTIFICIAL DRAINAGE IS REQUESTED, THEN DRAINS SHALL BE INSTALLED FIRST, THEN BACKFILLED VITH S □IL. DISPOSAL OF EXCESS SOIL AND DEBRIS, ALL EXCESS EXCAVATED SUBSOIL, ROCKS AND DEBRIS SHALL BE LEGALLY DISPOSED OF □FF THE SITE BY THE CONTRACTOR AT HIS COST DR UTILIZED ON THE SITE AS DIRECTED BY AND AT THE OPTION OF THE LANDSCAPE ARCHITECT. 3.06 A. B. C. D. E. F. G. H. L K. L. N. 3 07 A. C. D. E. F. PLANTING TREES, SHRUBS AND VINES SOIL MOISTURE LEVEL PRIOR TD PLANTING SHALL BE ND LESS THAN H □RTICULTURALLY ACCEPTABLE. THE CONTRACTOR SHALL REQUEST APPROVAL OF MOISTURE, AND IF FOUND TD BE INSUFFICIENT FDR PLANTING, THE PLANTING PITS SHALL BE FILLED VITH VATER AND ALL □VED TO DRAIN BEFORE STARTING ANY PLANTING OPERA TI □NS. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES VITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAVINGS. HOLES SHALL BE IN ALL CASES LARGE ENOUGH TO PERMIT HANDLING AND PLANTING VITH□UT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED VITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TD BE TRUCKED □VER AND UPON VHICH SOIL IS TD BE TEMP □RARIL Y STACKED PENDING ITS RE-USE FDR THE FILLING OF HOLES, PITS AND BEDS. PLANTS SHALL BE REMOVED FROM CONTAINERS IN SUCH A MANNER THAT THE BALL OF EARTH SURROUNDING THE ROOTS IS NOT BROKEN, AND THEY SHALL BE PLANTED AND VATERED IMMEDIATELY AFTER THE REMOVAL FROM THE CONTAINERS. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS VITH THE HERETOFORE SPECIFIED AMENDMENTS AND SOIL PLANTING BACKFILL. BACKFILL SHALL BE PLACED AT THE BOTTOM □F EACH HOLE AND THOROUGHLY VATERED AND COMPACTED TO A DEPTH SO THAT VHEN A PLANT IS PLACED IN THE HOLE, ITS ROOT CR □VN IS SLIGHTLY ABOVE THE ESTABLISHED FINAL GRADE, AND UNLESS □THERVISE NOTED SHALL BE RAISED DR REPLACED AS DIRECTED BY THE □VNER'S REPRESENTATIVE. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE AT THE FDLL □VING RATES AND PER THE MANUFACTURER'S REC □MMENDATIONS.J 1 -5 GRAM TABLET PER INDIVIDUAL LINER AND FLAT SIZE PLANT. 1 -21 GRAM TABLET PER GALLON CONTAINER. 3 -21 GRAM TABLETS PER 5 GALLON CONTAINER. 4 -21 GRAM TABLET PER 15 GALLON CONTAINER. 1 -21 GRAM TABLET PER EACH 4 INCH BOX SIZE. RANDOM TESTING TD VERIFY PLANTING TABLET INSTALLATIDN SHALL BE CONDUCTED BY THE □VNER'S REPRESENTATIVE. ND PLANT VILL BE ACCEPTED IF THE ROOTBALL IS BROKEN DR CRACKED, EITHER BEFORE, DURING, OR AFTER THE PROCESS OF INSTALLATION. ALL PLANTS SHALL BE THOROUGHLY VATERED TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. GUYING, ALL TREES AND OTHER PLANTS INDICATED ON THE PLANS SHALL BE GUYED AS DETAILED. THE CONTRACTOR SHALL BE RESPONSIBLE FDR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED VHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS AND VINES. PRUNING AFTER PLANTING SHALL BE REQUIRED □NALL TREES, SHRUBS, AND VINES VHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/DR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/DR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. CUTS □VER 3/4-INCH IN DIAMETER SHALL BE PAINTED VITH AN APPROVED TREE SEALANT. ALL TREES 24' BOX AND LARGER SHALL BE SPOTTED. PLANTING GR□UNDCOVER GROUNDC □VERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE PLANS AND SHALL BE FREE OF SURFACE ROCK OVER 2' IN DIAMETER AND DEBRIS. IF THE TOP FOUR (4) INCHES OF S□IL IN THE AREA TD BE PLANTED IN GR□UNDCOVER IS NOT SUFFICIENTLY M□IST (H □RTICULTURALLY ACCEPTABLE STANDARDS), THE AREA SHALL BE THOROUGHLY IRRIGATED AND ND LESS THAN TVELVE HOURS SHALL PASS BEFORE PLANTING. GR□UNDC □VER PLANTS SHALL BE GROVN IN FLATS. VARIETY INDICATED ON THE PLANT LIST. FLAT GR □vlN PLANTS (ROOTED CUTTINGS) SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. THE FLATS SOIL SHALL CONTAIN SUFFICIENT MOISTURE SD THAT IT VJLL NOT FALL APART VHEN LIFTING THE PLANTS. PLANTS SHALL BE PROTECTED AT ALL TIMES TO PREVENT DRYING □F THE ROOT BALL. GR□UNDC □VERS SHALL BE PLANTED IN STAGGERED, RANDOM R □VS AND EVENLY SPACED UNLESS □THERVISE NOTED AND AT INTERVALS CALLED OUT IN THE DRAVINGS. THE SIZE □F PLANTING EXCAVATION FDR GR□UNDC□VER SHALL BE AT LEAST TVICE THE DEPTH OF THE ROOT BALL. EACH PLANT SHALL BE PLANTED IN A MANNER THAT VILL ENSURE MINIMUM DISTURBANCE OF THE ROOT SYSTEM, BUT IN NO CASE SHALL THIS DEPTH BE LESS THAN TV □ NODES. EACH GR□UNDCOVER PLANT SHALL BE PLANTED VITH ONE 5 GRAM PLANTING TABLET INCORPORATED INTO THE R □□T ZONE. PLANTING AREA SHALL BE HAND-SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN AND SMOOTH FINAL FINISHED GRADE. TO AVOID DRYING □UT GR □UNDC □VER, PLANTS MUST BE IRRIGATED AFTER PLANTING. THIS MAY BE DONE MANUALLY OR BY USING THE INSTALLED IRRIGATION SYSTEM. REPEATED APPLICATIONS MAY BE REQUIRED, ESPECIALLY ON A SLOPING SITE. THIS INITIAL IRRIGATION SHALL CONTINUE UNTIL A ZONE AT LEAST TVICE THE DEPTH OF EACH HOLE IS THOROUGHLY MOISTENED. 3.10 POST FERTILIZATION A. TREES -POST FERTILIZATION SHALL OCCUR AT 100 DAY INTERVALS AFTER PLANTING. BORE HOLES AROUND DRIPLINE <VARIOUS DEPTHS) AND APPLY FERTILIZER AT THE RATE □F 1 LB. PER !' CALIPER IN HOLES. FERTILIZER SHALL BE VIL- GR□ 14-7-3 B. SHRUBS -POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 1 TEASPOON PER EACH I GALLON PLANT AND 1 TABLESPOON PER 5 GALLON PLANT. FERTILIZER SHALL BE (14-7-3) VIL-GR □ DR APPROVED EQUAL C. GR□UNDC □VER AND LAVN AREAS -POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 7 LBS/1,000 S.F. FERTILIZER SHALL BE (14-7- 3) VIL-GR □ OR APPROVED EQUAL. D. ALL PLANTED AREAS SHALL RECEIVE NAIAD VETTING AGENT, 4 OZ. PER 1,000 S.F. 45 DAYS AFTER THE START OF THE MAINTENANCE PERIOD. 3.11 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. GENERAL, MAINTENANCE DPERATIDNS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL BE KEPT IN A HEALTHY, GROV!NG CONDITIDN BY VATERING, FERTILIZING, PRUNING, SPRAYING, VEEDING AND ALL OTHER NECESSARY □PERA TI □NS OF MAINTENANCE ALL AREAS SHALL BE KEPT FREE □F VEEDS AND NOXIOUS GRASSES AND CLEAN AND FREE OF ROCKS, CLODS, AND DEBRIS. ALL PAVING AND VALKS SHALL BE KEPT CLEAR, CLEAN AND VASHED D □VN. B. ESTABLISHMENT PERI□□, TREES, SHRUBS, VINES AND GROUND COVERS -THE ESTABLISHMENT PERIOD SHALL BEGIN ON THE DATE THAT THE CONTRACTING OFFICER INSPECTS AND GIVES VRITTEN PR □VISl□NAL ACCEPTANCE OF THE VORK AND SHALL BE NINETY <90) CALENDAR DAYS. THE ESTABLISHMENT PERIOD MAY BE EXTENDED OR SHORTENED AT THE DISCRETION □F THE LANDSCAPE ARCHITECT. C. MAINTENANCE OPERA Tl□NS, PLANTS SHALL BE KEPT IN A HEALTHY, GR □VING CONDITION BY VATERING, PRUNING, MOVING, RESEEDING, ROLLING, RESDDDING, TRIMMING, EDGING, FERTILIZING, RESTAKING, PEST CONTROL, SPRAYING, VEEDING AND ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE. PLANTING BEDS SHALL BE KEPT FREE OF VEEDS, GRASS AND OTHER UNDESIRED VEGETATIVE GROVTH, AND LAVN AREAS SHALL BE KEPT FREE FROM ALL VEEDS. DURING THE SPECIFIED MAINTENANCE PERIDD, ALL PLANTS THAT ARE DEAD OR SEVERELY DISTRESSED SHALL BE REPLACED IMMEDIATELY. ALL SEASONAL COLOR, ANNUALS DR PERENNIALS SHALL BE MAINTAINED IN A VIGOROUS, HEAL THY CONDITION THROUGH THE MAINTENANCE PERIOD. D. EXTENDED MAINTENANCE, VHEN, IN THE OPINION OF THE LANDSCAPE ARCHITECT, THERE IS IMPROPER MAINTENANCE, POOR OR UNHEALTHY C □NDITI □N OF PLANT MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FDR ADDITIONAL MAINTENANCE OF THE V □RK AT ND ADDITIONAL COST TD THE CONTRACT UNTIL ALL THE V□RK IS ACCEPTABLE. E PROTECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FDR PROVIDING ADEQUATE PROTECTION OF ALL PLANTING AREAS AGAINST TRAFFIC OR OTHER USE BY ERECTING FENCING DR OTHER ACCEPTABLE MEANS IMMEDIATELY AFTER THE PLANTING IS COMPLETED. VARNING SIGNS AND BARRICADES SHALL BE PLACED IN VARIOUS HIGH-TRAFFIC AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. F. VEEDING AND CULTIVATING, ALL TREE, SHRUB, GRDUNDC □VER AND HYDR□SEEDED AREAS SHALL BE KEPT FREE OF DEBRIS AND VEEDS. GR□UNDC □VER AND SHRUB AREAS SHALL BE KEPT FREE OF DEBRIS AND VEEDS. GROUNDC□VER AND SHRUB AREAS SHALL BE CULTIVATED AT INTERVALS □F NOT MORE THAN FOURTEEN (14) DAYS MINIMUM. G. REPLACEMENT, DURING THE MAINTENANCE PERI □D, PLANTS VHICH DIE DR VHICH ARE IN AN UNHEALTHY DR BADLY IMPAIRED CONDITION SHALL BE REPLACED BY THE CONTRACTOR VITHIN FOURTEEN (14) DAYS AFTER UNSATISFACTORY CONDITION IS EVIDENT. NO REPLACEMENT OF PLANTINGS SHALL BE MADE IN ANY SEASON DEFINITELY UNFAVORABLE FOR PLANTING AT THE CONCLUSION OF THE MAINTENANCE PERIOD, THE LANDSCAPE ARCHITECT VILL MAKE AN INSPECTION OF THE V □RK TD DETERMINE THE CONDITION □F ALL PLANTS. ALL UNHEALTHY PLANTS SHALL BE REMOVED FROM THE SITE AND REPLACED VITH PLANTS □F THE SAME KINDS AND SIZES AS DRIGINALL Y SPECIFIED. SUCH REPLACEMENT SHALL BE MADE IN THE SAME MANNER AS SPECIFIED FOR THE ORIGINAL PLANTING AND AT ND EXTRA COST TO THE □VNER. H. ACCEPTANCE, AT THE CONCLUSION □F THE MAINTENANCE PERIOD, AN INSPECTION SHALL BE MADE BY THE LANDSCAPE ARCHITECT, UPON VRITTEN NOTICE REQUESTING INSPECTION BEFORE ACCEPTANCE. MAINTENANCE PERIOD SHALL CONTINUE UNTIL ALL DEFICIENCIES ARE CORRECTED. APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. LANDSCAPE SPECIFICATIONS FDR• "AS-BUILT II EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1----+--+------------+---+------t--t---il sH9EETl.c_1_T_Y_o_F_c_A_R_1_s_B_A_D~lsH9Ensl _ PLANNING DEPARTMENT lilea!&JI ~~~~'.!?! ENCINITAS, CA 82024 760/479-0644 FAX 760/479-0645 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL MC CONSUL TS OFFICE BLDG. 20SS CORTE DEL NOGAL CARLSBAD, CA IA~;~:(~ 4 , l:\ \ ,.:fr 1z-c.-~ PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: PD-08-10 461-3L C.M.W.D. I ---\ ~ \