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HomeMy WebLinkAboutDWG 451-1L; MS 04-17; MADISON SQUARE TOWNHOMES; 01-08- • • POTABLE ~TER SYSTEM (Private) ALL PLANTED AREAS IN THIS PROJEC.T Y'!ILL BE IRRIGATED Y'!ITH POTABLE Y'!ATER, HENGE A Y'!ATER REC.LAMIMATION MAP IS NOT NEEDED OR PROVIDED. APN : 203-102-16-00 2131 MADISON STREET AS BUILT PLANS The final irrigation "AS-BUILT" plans will need to be reviewed and approved by the C.ity. Final mylars will be submitted for signature by the C.ity prior to Planning Department signing the PERMIT GARD. . INSPEC.TION PROC.EDURES: Inspec.tion of the projec.t shall be performed by the Landsc.ape Arc.hitec.t of the Y'!ork, or his designated agent. Refer to the spec.ific.ations for the sc.hedule of required inspec.tions and required submittals. Following c.ompletion of the work, the Landsc.ape Arc.hitec.t of Y'!ork will c.ertify that the installation has been c.ompleted by submitting the " Final Landsc.ape C.ertific.ation Form". A request for a final landsc.ape inspec.tion by the C.ity must also be made by c.alling the inspec.tion Request Line. "Final Undscape certification Form" Fax to: ie,o <=144-8<=!49 Landscape Inspection "'-eqL.1est Phone L.ine: ,00 60:2-400:2 All irrigation bac.kflow preventers shall be tested by a c.ertified tester and results must be given to the C.ity and the c.arlsbad Munic.ipal Y'later Distric.t. Approved c.ontrac.t bac.kflow testers c.an be found on the C.ity web site a www.c.i.c.arlsbad.c.a.us/pdfdoc. .html?pid-340 DEC.LARA TION OF RESPONSIBLE C.HARGE: hereby dec.lare that I am the lic.ensed designer of work for this projec.t, that I have exerc.ised responsible c.are over the design of the projec.t as defined in sec.tion 6103 of the business and professions c.ode, and that the design is c.onsistent with c.urrent standards. 1 understand that the c.hec.k of projec.t drawings and spec.ific.ation by the c.ity of C.arlsbad is c.onfined to review only and does not relieve me, as the lic.ensed designer of work, of my responsibilities of projec.t design. These plans have been prepared in substantial c.onformanc.e with the approved landsc.ape c.onc.ept plan, water c.onservation plan, fire protec.tion plan, and all c.onditions of approval related to landsc.aping. By: "'-Obert I!!. jlllilkinson Date: DEC. 10, 2001 jlllll,.KINSON DESIGN G""°UP, INC. :2810 ~oosevelt Street Carlsbad, ca c:i:2008 ie,o 494 :21S:2 ~egistration No# ca 1c:ic:ic:i date of expiration _4_._10 __ _ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DISTRICT APPROVED CHANGES SHEET TITLES SHEET NUMBERS TITLE SHEET 1 CONSTRUCTION PLANS, 2 DETAILS & SCHEDULES IRRIGATION PLANS, 3 NOTES & LEGENDS IRRIGATION DETAILS 4 IRRIGATION 5-6 SPECIFICATIONS PLANTING PLANS, 7 LEGENDS & DETAILS PLANTING & IRRIGATION 8 SPEFICATIONS AS BUILTS INSPEC.TION PROC.EDURES 1. C.I1Y GONSTRUC.TION INSPEC.TION SHALL INC.LUDE: A. Loc.ation of pipe lines. B. Trenc.h depth. c.. Required separation ( horizontally and vertic.allyJ. D. Pipe indentific.ation. E. Points of c.onnec.tions (POC.'s) . F. Loc.ation and identific.ation of sprinkler heads. G. Y'larning signs at the site and on the true.ks hauling rec.laimed water. (If rec.laimed were is used for c.onstruc.tion) 2. DISTRIC.T FINAL INSPEC.TION SHALL INC.LUDE: A. C.overage test, after c.ompletion of the sprinkler system to determine the adequac.y of c.overage on the approved use area and protec.tion of areas not approved for rec.eiving rec.laimed water. B. Y'larning signs and labels c.. Quic.k c.oupling valves. D. All aspec.ts of the irrigation c.onditions inc.luding wind blown spray, runoff, and ponding. E. Required protec.tion of all residential areas. F. Required protec.tion of well, streams, reservoirs, etc.. G. C.ross-c.onnec.tion. 3. ANNUAL INSPEC.TION SHALL INC.LUDE: A c.omplete inspec.tion whic.h should c.over part A, part B, and part G of the distric.t final inspec.tion. Revisions must be approved by public. health engineer, c.ity engineer 4 Distric.t engineer prior to implementation in field. VICINITY MAP "AS BUILT" ~ LA6UNA AV!: ~ ~ SITE-----i-~ TITLE REVIEWED BY: AYE INSPECTOR DATE DATE ~ ~ th CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD SHEETS 1 PLANNING DEPARTMENT 8 I I '.I ·1 'i Projec.t Address 2131 Madison st. 7 i 1----L.-A...._N_DS_C_A_P_E_CO_N_S_T"-_UC_T_I_O.._N ___ I • f µ,N""-0''1------"'DE,::,Sc:,CR""IP'-'Tl-"'O""-N ------1'"'-P"--'PR-"'O'-"VE="D'l-----"D""-A TE.!.=.l DEVELOPERS NAME: _D_r. _B_ru_ce_B_a_k_er ____ _ Madison Square I E 1---+------------+---t---.,ADDRESS: P.O. Box 27781 l S D' C 92198 APPROVED t.._::r._1 0 0? J-.11 4:": an 1ego, a 1 ,. :,1.~ l. =i.:: ~ ...O-U.. "!. /-.J-. .:,°f t TELEPHONE: 858 717 2929 PLANNING DA TE ~ t=t==========r==t==~DA:-:;TE;;:-:P~LA:::N;-;P:;;;R;;:EP:;-:A-:RE;;:D::--, J12i-51io~-o~I1 =========-==-tD~R='IIN:B'B~Y~:]R_D._w;;i'.:...,-_-_-_-_-_-_,TiPPf;RioOJJEECCTrNCNO:i:-.1DiDRRIA~Wl~NGG NNiuo.:--l 1--+-------------+---+---1 BY: V'IILl<INSON DESIGN GROUP CHCKD BY: R. W MS 04-17 451-1 L ( SHEET .LOF .lLSHEETS ..c 01 • -r - 1~1NCHl:S OF 1/.:l"CHAIN / ( 1/4"TH"l:ADl:D !:YE: 601-T COUNT!:" SINK NUT 1/~"TH~l:ADl:0 E:YE: 601-T SET IN CONC~TI: S!..,A,6 CONSTfc.UC.TlON PeTAlL.S NOTE:S ... 1. Ai..L. C.ONSTRUC.TION eUIL.T ON SUeG-AADI: C.OMPAC.Tl:D TO "10%. CONSTfc.UCTION SC.Hf PUJ..e \ \ :;:a:::lllilj,;:,.ijliiJICM: W:'" u· CONST~UC TION PL.AN F-1 .:2--41"T L.ONG, Tl:AI<. G-AROl:N eeNC.H "OVAL.eAC.I<." T..-.0 Sl:ATeR ($1:C.Ul'i.l!D) l"~M Tl:Ai<. ~~HOUSE: ase-sso <18"'4 F-:2 :2-18INC.H TA:..L. T~I: ~NI<. TAeL.E:S; 1-Se," DIA, 1-:24" DIA (~C.l:NT HARVl:ST 1:UC.Ai..YPTIJS V'i/ STRIPF'l:D eARI<. NON INFl:STeDJ V'I/ PAAAL.L.l:L. C.UTS PROVIDING A L-1:Vl:L. SURFAC-1:. Sl:C.URI: S-1"X ~/CEDAR eL.OC.l<.ING-AS FOOTING-S TO L.IFT OFF C.ONC.. SUeMIT PHOTOS 01" TRUNKS TO L.A F°" APiD1'0VAL. PF<.IOR TO Del.lVl:F<.Y. U-1 5-PL.ANTE:i-:. URNS; "PASl=O PC.Soso seas W/l~X (FROM STONE:11'11:AR 800 S56 .:246.:.) eAC.l<.FIL.L. V'IITH PL.ANTl:R MIX Pl:R SPl:C.. u-.:. :24-PL.ANTeRS "eROADV'IAY" F<.E:c.TANG-L.I: -MODEL. eR se,so.:24 seas (!"ROM STONE:11'11:AF<. 800 ;:15e, .:.4e,.:.), eL.OC.I<. SE:c.URl:L.Y AL.L. PL.ANTeRS UP Ol"F OF C.ONC.Rl:TI: ~e FOR e.lNC.H C.L.l:AF<. DAAINAG-1:. eAc.1<.FIL.L. V'IITH MIX Pl:R SPl:C.. 4 IRi-:.IG-ATI: DETAIL.. S 1:2-14 SQUAF<.1: CONC.Rl:Te STl:PPl:RS Nl:UTRAL. COL.OR FOR Sl:C.U~ INl"ORMAL. V'IAL.l<.V'IAY P-1 C.OL.Of'i.l:D SC.Ol'i.l!D C.ONC.~Te; 4" POUR i-:.EINFO!'i.C.l:D PER SOIL.S REPORT; INTl:GoAAL. COL.OR DAVIS 11111"1 'SANTA Fl:' TF<.OV'll:L. e>" V'IIDI: 6/8" DEEP. AL.L. Pl:F<.IME:Tef'i. SCORE: L.INl:S 4 S;IJl'l C.UT 45 Dl:GoREE GRIDl:D FIE:L.D OF :24" SQUARE: PATTeRN Pl:R PL.AN. P-:2 C.OL.O~D SC.ORl!D CONC.!'i.l:TI:; e," POUR Rl:INFO!'i.C.l:D Pl:F<. SOIL.S ~POlllT; INTeG-AAL. COL.OR DAVIS #111"1 TROV'll:L. e," V'IIDE S/8" DEEP L.INl:S 4 S;IJl'l C.UT 45 DeGF<.E:e G-f'i.lDl:D FIL.ED OF :24" SQUA~ PATTeF<.N Pl=RM PL.AN. P-6 NON-C.OL.Of'i.ED SC,O!'i.1:D CONC.~Te; e," POUR ~INFORC-1: PER SOIL.S ~PORT; TROV'll:L. 1.:2" V'IIDI: S/4" DEEP AL.L. PERIMl:TeR SC.ORI: L.INES 4 SAl"i C.UT 45 Dl:GF<.E:e G-F<.IDED Fll:L.D 01" 48" Sa!JAFC.ES Pl:f'i. PL.AN. l..O~ VOL. T l..ANI:,SCAPE: l..lG-HTING-SCHWUAJ.. A. FX L.IG-HTING -MODl:L. AL.-18-VF-SF-s.J e. FX L.IGHTING -MODEL. RS-VV'-1-f"-Vl"-SJ C.. FX L.IGHTING--MODl:L. RS-65-1"'1-S-Vl"-He-s..J T. FX L.IG-HTING-TRANSFOF<.Ml:F<. -MODEL. PXSOO-TPC. MOUNT ON 4X4 PT POST Sl:NT W/ C.ONC.. l"TG-. L.OJl'II VOi. T AGE l..ANC?&C.APE LIGHTING INST ALI.ATION NOTE& SCOPE OF Y',ORK THE SUPPLY AND INSTAl.1.ATI0N OF A 12 VOi. T 1.AND5CAPE LIGHTING SYSTEM ffilC.H INCLUDES A THE FIXTURES SPECIFIED ON LIGHTING l.E6END ;..s V<El.L ;..s THE INSTAl.1.ATI0N OF l.OV'-1 V0I.TA6E ~NSF0RMERS AN::> DIRECT 61JRIAI. C.A61.E NECESSARY TO COM"'l.ETE LAYOUT AS SHOj/'jN. THl5 l.16HTIN6 Pl.AN 15 DIA6RAMMATIC, AND 15 INTENDED TO SH0l"I 6ENERAI. FIXTURE 1.0CATIONS AND UTILITIES. CONTRAC.TOR 15 RE5P0N5161.E FOR NEC.ESSARY l.lNE (120V) AND 1.01"1 V0I.TA6E (1~) ~I< TO COMPLETE THE Li6HT!NG DE516N ;..s SHQjl'jN_ STANDARDS, Al.L i"IORI< PERFORMED 15 TO COMPLY i"IITH THE UNIFOl'<-M 5U,LDING CODE, CALIFORNIA E1-ECTRIC.AL. CODE TITL.E e,, AND Al.I. L.OCAI. CODES AND ORDINANCES. CONTRACTOR SHALL. POSSESS Al.I. NEC.ESSARY L.ICENCES TO COMPI.ETE DE50!.16ED i"I0RI< AND SHAL.L. CARRY 6ENERAL. L.IA61L.11Y AND i"IORl<MEN'5 COMPl:N5ATI0N INSURANCE. CONTIRACT0R 15 TO 06TAIN AL.I. NECESSARY PERMITS TO COMPL.ETE ~I< DE5CRl6ED. INST Al.I.A TION CONTRACTOR 15 TO VERIFY SITE ME;..sUREMENT5, 6RADE5, EX15TIN6 CHp,.5E L.INE 51.EEYES. EX15TIN6 Pl.ANT L.OCATI0N5 AND EX15TIN6 UTIL.ITIE5, EGUIPMENT AND 5i"IITO!IN6 CONTROL.5. CONTRACTOR 15 TO PROVIDE Al.I. NECESSARY COMPI.ETE IN5TAl.l.ATION ;..s SPECIFIED. 1. i:>l~C. T ElURIAL. CAElL.E C.ABL.IN6 SH0l"IN ON PL.AN ,5 FOR FIXTURE 6R0PIN6 ONL. Y. C.A61.E TO 6E CIRC.UITED AND SIZED TO PROVIDE: A MINIMUM OF 10.5 VOL.TS AND MAXIMUM Of 11.5 VOL.TS TO Al.I. L.IGHTIN6 FIXTURES. MINIMUM UNDER6ROUND L.01"1 VOL. TA6E C.A6L.E 51Zf. IS 12 GA6E MUI. Tl-STAND DIREC.T BURIAi.. IN5TAl.l. C.A6L.E AL.ONG THE EDGE OF HAROSC.APE AND M0l"ISTIRIP5 i"IHENEYER P05516LE. MINIMUM C.A61.E Df:"'TH 15 8". C-ONTRACTOR 15 TO INSTALL. 1" PVC, CHASE L.INE 51.EEYES i"lrTH SY'iEEP CORNERS FOR ANY C.A6L.E RUN UNDER HAROSC.APE OR DIFFIC.UL.T TO Ac.CE55 AREAS 5UC.H AS AT GRADE DECl<.5 AND Hl6H IMPACT AREAS SUCH AS COL.OR Pl.ANTERS THAT REC-EIVE 5E;..s0NAI. C.OL.OR C.HANG>E5. I.EAVE 24" I.OOPS AT Al.I. FIXTURE L.0C.ATION5 FOR FINAL. ADJtJ5TMENT. ALL. i"IIRE JUNC.TI0NS SHALL. BE l"IATERPROOFED i"IITH APPROVED CONNECTORS. ONLY FUL.LY ENC..APSUI.ATED i"IATERPR00F C-ONNEC.TORS RATED FOR DIREC.T ~IAI. i"IIL.L 6E Ac.CEPTED. 51.AC.l<-TAPED CONNECTIONS BE REJEC.TED. ::.. l"IXTURE L.OCA'!"\ONS VERIFY EXACT L.OC.ATION i"IITH 1.ANDSC.A"'E ARCHITEC.T OR 0i"INER'5 A6ENT BEFORE COMMENC.IN6 IN5TAl.1.ATI0N. AL.I. FIXTURE:5 SHAI.L. 6E IN A NEY>I, UNUSED CONDITION. EGUIPMENT SHAL.L. 6E THE TYPE 5PEC.IFIED ._ THERE i"IIL.L. 6E NO SUBSTITUTIONS V'IITHOUT PRIOR APPROVAi. FROM 1.ANDSC.APe· ARCHITEC.T OR 0V'i1',ER'5 A6ENT. IN5TAU. Al.I. EG:JIPMENT ;..s PER MANUFAC.TURE5 5PECIFIC,ATI0N5 AND DETAILS. • !l. TRANSl"Ol'1.ME!"5 SHAL.L. B!:: TO BE IN A STAINLESS STEEL. THAT IS 100% L.0ADED. TRANSFORMERS TO 6E INST AL.I.ED INC.0N5PIC.U0U5L. Y USING Pl.ANT MATERIAL. OR SITE FEATURES TO OBSCURE A DIREC.T VIEl"I Of THEIR L.OC.ATI0N5. AVOID L.OC.ATION5 THAT ARE EA51L. Y Ac.CE551BL.E TO C.HIL.DREN OR THAT ARE IN A DIREC.T PATH Of IRRl6ATION i"IATER. IN5TAI.L. ~N5F0RMER5 12" Off FINISH 6RADE AND L.EYEL.. Al.I. i"IIRE5 L.EADING TO OR FROM TRANSFORMER 5HAI.L. BE IN CONDUIT 51.EEYE THAT 15 FIRML.Y Al"FIXED TO M0UNTIN6 SURFACE. Al.I. JUNCTION 60XE5 AND OTHER Eat.llPMENT SHAl.l. BE Ul. APPROVED FOR Y'tET L.OCATI0NS. PAINT ~NSFORMERS AND ANY NEC.ESSARY JUNC.TION 60XE5 OR C-ONDUIT TO MATC-H THE SURFACE ON i"IHICH THEY ARE MOUNTED. IN5TAI.L. ~NSFORMER Ac.CORDING TO MANUFACTURER'S SPEC.IFIC.ATIONS AND L.OCAI. CODES. Al.I. EXPOSED METAL. PARTS INCI.UDIN6 ~NSFORMERS SHAI.L. BE PERMANENTLY 6R0UNDED IN AC,C,ORDANC.E i"IITH THE NATIONAi. El.EC.TIRIC.Al. CODE. 4. ~L.LIS '-IGHTING VERIFY FINAL. FIXTURE L.OC.ATI0N PRIOR TO INSTAl.l.ATION. Al.I. i"IIR~G SHAI.L. BE CONC.EAI.ED FROM PRIMARY VIEY>I 6Y R0UTIN6 OUT TIREL.L15 POSTS OR 6Y OTHER METHODS APPROVED 6Y L.AND5C.APE ARCHITEC.T. AL.I. EGUIPMENT SHAI.L. BE PAINED F0 NECESSARY ;..s 5PEC.IFIED BY OV'NER'5 A6ENT TO MATCH THE SURFACE ON i"IHICH IT 15 MOUNTED. !l. TRI!!! '-IGHTING VERIFY FINAL. FIXTURE L.0C.ATI0N PRIOR TO IN5TAl.1.ATION. TREE C.A61.E 5HAI.L. BE 14-1b 6AU6E SR0l"IN OR BL.AC-K LOl"I V0L.TA6E Ti"I0-GONDUC.TOR. RUN 12 GAUGE C.A61.E 0NL.Y IF 14 6AU6E i"IIL.L NOT PROVIDE FIXTURES i"IITH THE 10.5 VOL.T MINIMUM. IN5TAL.1. A6L.E ON THE SIDE OPPOSITE PRIMARY VIEl"I i"IITH NYL.ON C.-C.1.IP5 AND A 51NGI.E 5TAINI.E55 SCREY>I. DO NOT USE STAPI.ES, ;..s THE TIREE i"IILL. EXPAND, C.UTTING INTO C.A61.E. LEAVE A 51.IGHT SL.Ac.I< IN TREE CA6L.E TO Al.L.01"1 FOR EXPANSION OF THE TREE. MAKE CONNECTIONS IN MINI J-BOXES USING THE INC.L.UDED YEL.L.01"1 i"IIRE NITS. If NO MINI J-50X 15 USE, MONTY THE CONNEC.TI0N 50 THAT THE i"IIRE NUTS ARE POINTED UP, PREYENTIN6 ANY V'IATER FROM COL.l.EC.TIN6 THEM. L.16HTL.Y SPRAY PAINT i"IIRE AND CONNEC.TI0N TO j •' 'a'';c• ''' ' ,.>· ' ''"' ' 6. TI!STING CONTRAC.TOR 15 TO C.OORDINATE A C.ONVENIENT TIME IN THE EVENIN6 TO TEST AND AIM AL.I. EQUIPMENT TO THE 5ATl5FAC.TI0N Of THE 1.ANDSCAPE ARCHITEC.T OR 0i"INER'5 A6ENT. UPON COMPL.ETI0N AND AC-CEPTANC.E OF THE DESCRIBED i"IORI<, THE CONTRACTOR 5HAl.l. PROVIDE A 6UARANTEE FOR AL.I. i"IORl<MAN5HIP AND EGUIPMENT FOR THE PERIOD OF ONE YEAR FROM THE DA TE Of AC.C.EPT ANC.E. ALL. i"IARRANTY SERVICE i"IORI< SHAL.L. BE PERFORMED AT NOC.OST TO 0i"INER AND BE DONE ON SITE i"IHEN POS5151.E. 3. AS ElUIL.T 6EF0RE FINAi. "'AYMENT 15 REL.EASED, CONTRACTOF< i"IIL.L ?ROYIDE 0i"INER, AT A PREDETERMINED C.OST, i"IITH A COMPLETE AND REPRODUCIBLE DRAY'IING, Of THE SYSTEM 1.AYOUT ;..s IT V'IA5 ACTUAI.L.Y INSTALL.ED. THS DRAl"IIN& SH0UL.D INC.I.UDE: THE L.0C.ATION OF UNDER6ROUND C.ABL.E, CH;..sE L.INE 51.EEVES, AND AL.L FlXTI.JRE s AND EGUIPMENT. MATC.H TREE COL.OR -TYPIC.Al.l.Y l<RYI.ON PRIMER 6RAY OR Fl.AT 61..ACK r--------------------""T""--------------------t " AS BUil T" APRIi-1.:.: . .:ioo, -. -·. Pi~; !f tfi";'~/' . il>~ J/ Carlsbad Ga 160 -434-2152 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _________ DATE REVIEWED BY: INSPECTOR DATE t-----t---+-------------t---+---1---t---f I SH~ET I CITY OF CARLSBAD I SH~TS I """ PLANNING DEPARTMENT V ~='...:::::========::::'..'::=:::::::: 1-ANDSCAPE CON~i~UCTION Madison Square 1----1---1---------------1---+--+----l-----l I APPR~VED n-,;kl<z-fJbej\-_ . PLANNING DATE INITIAL DATE 1Nl11AL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: _'l:iQG_ CHKD BY: _W.IIB_ RVWD BY: _WDG __ PROJECT NO. MS 04-17 DRAWING NO. 451-1L r v\ -• ~ r \. a, IRRIGATION Pl-AN SUSSL.ER 1 :?" NG ;;9 RESAR EYE END TO HOLD PVC H 40 UV PVC RISER ::m A \iJ,,l.£4@ -----SUSSLERS (S per Urn) ---:?" TOP MUL.CH TO COVER SUSSL.l:RS FL.ex TUSING RUN THRU 4 COIL@TOP OF P!....Alilf'l"I: 5 p ~ SYM. DESCRIPTION A BUBBLER IN A TUBE B POP UP STREAM BUBBLER B1 STREAM BUBBLER C 1 /4 POPUP SPRAY HEAD D 1/2 POPUP SPRAY HEAD E 3/4 POPUP SPRAY HEAD F 1 /3 POPUP SPRAY HEAD G 1/2 POPUP SPRAY HEAD .;_ Ill 'X. () ill ~ I 1 STATIC ~TeF-'. PF-'.ESSUF-'.E E>'l PSI 0 & SC.ALI: Nl<LE~ H E A D 5 MANUF. &: PART NO. GPM RAD PSI ARC DETAIL NO. HUNTER PCB-50 .5 -25 -9 HUNTER SRS-6-MSBN .5 -30 -8 HUNTER MSBN .5 -30 -1 1 RAINBIRD 1812-SAM-PRS-4VAN 1/4 .26 4 25 90 7 RAINBIRD 1812-SAM-PRS-4VAN 1/2 .41 4 25 180 7 RAINBIRD 1812-SAM-PRS-4VAN 3/4 .61 4 25 270 7 RAINBIRD 1812-SAM-PRS -?A 1/3 .32 7 25 120 7 RAINBIRD 1812-SAM-PRS-7A 1/2 .47 7 25 180 7 RAINBIRD SYM. [Bl El @= 1"- IRRIGATION PRESSURE CALCULATION v-iater Meter SIZE S/8" Meter Elevation 41 static. Pressure H igh E>"I ps i HGI.. E levation 2ss· Sourc.e or Data -l..inda @ Carlsbad v-iater D istric.t Date or Data -Dec.. 10,2001 Remote Control valve D Maximum Demand 1E>.S E lev. or Highest Head 54' Pressure@ R.C.V. aty .. Size Item 1 i 5/E>" Meter 1" R .P . Sac.krlow 1" Gate Valves Master valve 1-1/4" Mainline 1" Fi.emote control Valve Assembly 1 1/4" l..ateral l..ine l..oss 1" S/4" 1/2" " " " " " " Fitting I..OSS (10%,) Elevation Change (1Ft) Total system l..oss Pressure to operate Head Total Pressure Required " " S ize 1" G .P.M. P .S .I. I..OSS 12.i 10.0 .1 .22 2.0 1.2'1 1.41 1.52 1.se, .56 1..owest Static. Pressure Available F-:esidual v-iater Pressure (Pressure Fi.egulator set at i5psi producing a Residual Pressure) S .O S4.24 SO.O 64.24 E>'l.O 24.16 10.16 GENE~AL. 1..1:GEND DESCRIPTIOH M4NUF'. ~ PART NO. POTABLE WATEFi -5/8 INCH WATER METER (EXISTING) BACKFLOW PREVENTER UNIT FEBCO 825Y SERIES, SIZE INDICATED SfFWl',jER, SIZE INDICATED HAYWARD, MODEL 72 , WITH 100 lrdESH LINED BASKET PRESSURE REGULATOR -SET AT 75 PSI WILKINS 500 SERIES KING BROS. TRUE-UNION PlASTIC V.A.LVES RE:F'ERENCE: PER DISTRICT DETAIL PER DISTRICT DETAIL N0.1 DETAIL NO. 2 ~½~.PL.ANTER/URN WI SACKFIL.L. _,,......" sa 1/ OAK Sl-OCKING EPOXY TO URN H FULL POPUP SPRAY HEAD 1812-SAM-PRS-7A F .96 7 25 360 7 I 1 4 POPUP SPRAY HEAD RAINBIRD 1812-SAM-PRS-UIO 1/4 .41 10 30 90 7 M BALL VALVE. LINE SIZE +-QUICK COUPLING V/ot..1/f. NELSON 76<4-3 DETAIL NO.J '"''"''G ASOVE: DRAINAGE GE 51-"!AL.f= AL. VE SOX Sl:T @ .-... NT OF URN LOCATION FL.1:X IRRI TION TUSING ~ITH A Tl:!: ~>!I.INl:CTOR CONCRl:TI: FL.AT RK l:L.l:CTRICAL. PVC CHA S~EP '=10° C. ROCK 4 SL.OCKING IRRIGATION OF NORTH Pl-Pl..ANTl:RS ORNAMl:NTAl.. URN IRRIGATION GENERAL IRRIGATION NOTES: 1. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION, REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 2. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. BELOW PAVED AREAS A MINIMUM OF 6" LAYER OF CLEAN FILL SAND SHALL BE INSTALLED ABOVE AND BELOW PIPING. 3. BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY INSPECTOR, r(760l 815-6708], THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR, REGARDING GENERAL REQUIREMENTS OF THIS WORK. 4. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT UTILITIES AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND HE IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING THE SAFTEY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND CONTRACTOR AGREES TO DEFEND AND INDEMNIFY AND HOLD OWNER AND DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 6. DO NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS, IN THE FIELD, THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENS IONS EXIST THAT MIGHT NOT HAVE BEEN CON- SIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH SYSTEM. 8. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1" (INCH) ABOVE FINISHED GRADE. 9. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAWN AREAS SHALL BE INSTALLED SO THE TOP OF THE SPRINKLER HEAD IS FLUSH WITH ADJACENT SIDE- WALK OR CURB. 10. IN OPEN SEEDED LAWN AREAS SE.T TOP OF POP-UP TYPE SPRINLER HEADS 3" ABOVE FINISH GRADE UNTIL LAWN IS ESTABLISHED. LOWERING OF ALL LAWN HEADS BY THE CONTRACTOR SO THAT THE TOP OF THE SPRINKLER HEADS IS FLUSH WITH FINISHED GRADE, SHALL BE ACCOMPLISHED WITHIN TEN (10) DAYS AFTER NOTIFICATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 11. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 12. 110/120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 13. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 14. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING STRUCTURES, ETC. J 1 3 POPUP SPRAY HEAD RAINBIRD 1812-SAM-PRS-UIO 1/3 .55 10 30 120 K 1 2 POPUP SPRAY HEAD RAINBIRD 1812-SAM-PRS-UIO 1/2 .82 10 30 180 I XERI-BUBBLER RAINBIRD SXB-180-025 10.3• 1.5 20 180 • GALLONS PER HOUR 15. IN ADDITION TO THE CONTROL WIRE SLEEVES AND PIPE SLEEVES SHOWN ON THE DRAW INGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE AND PIPE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. 16. POP-UP TYPE HEADS SHALL BE USED EXCLUS IVELY W/IN THE PUBLIC R.O.W. AND W/IN 10 FT. OF ALL AREAS WHERE PEDESTRIAN TRAFFIC MAY OCCUR. 17. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. CONTROLLER SEQUENCE------,~ REMOTE CONTROL VALVE SIZE ---0 ~--GALLONS PER HOUR 7 7 THIS SHT "' REMOTE CONTROL VAL.VE HUNTER HPV-101A-B-DC DETAIL 5 -'• PRE-ASSEMBL£D LOW FLO CONTROL KIT HUNTER PCZ-101 DETAIL 4 ... RAIN SENSOR HUNTER WIRELESS RAIN-CUK DETAIL 6 L6 WAU.. MOUNTED CONTROLLER RAINGARO SHUTOFF DETAIL 6 RMNBIRD INSTALL PER MANUF. PRESSURE SUPPLY LINE TO TYPE 'K' COPPER. OR 1's. PER LOCAL BACKFLOW PREVENTER UNIT CODE - --POTABt.E WATER PRESSURE MAINLINE 2", 2-1/r, 3" USE PVC CL.ASS 315 10 M.L LINES UNDER VEHICULAR PAVING AND 1-1 /2" AND SMALLER USE Po1C SCH. 40 NON PRESSURE LINE 3/4" AND LARGER PVC CLASS 200 10 1/2" PVC CLASS J15 FLEXIBLE TIJBING w/ DRIP EMITTERS RAINBIRD XBS BLACK STRIP TUBING --POLY TUBING ♦ ANTI DRAIN CHECK VM.VE LINE SIZE PER PLAN --PVC SLEEVE, SEE NOTE BELOW PACIAC PLASTIC: SIZE INDICATED ON Pl.ANS PER PLAN -- SLEEVING NOTES 1.-UNDER VEHICLE PAI/ING INSTALL UAIN. LATERALS AND WlR ING IN SCH 8D PVC SLEEVE W/36" COVER 2.-UNDER PEDESTRIAN PAVING INSTALL MAIN ANO WIRING IN SCH 40 PVC SLEEVE W/18" COVER 3.-UNDER PEDESTRIAN PAVING INSTALL LATERALS IN SCH 40 PVC SLEEVE W/18" COVER LOCATE ALL IRRIGATION MAINS OUT OF R.O.W. TYPICAL SPECIAL. NOTE : MAXIMUM FLOV'I IS 18.5 GALLON PER M INUTE MIN IMUM OPERATING PRESSUR.E IS 58 PSI. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEWED BY: /i:kJ4r-E::JLi>t INSPECTOR 1-1-10 DATE 1· IZ· JC DATE I SH6 ET I CITY OF CARLSBAD I SHEETS I t----t----t-------------------11----+---;----t-----1 .;., PLANNING DEPARTMENT 8 Carlsbad Ga 160 -434-2152 t----t----+-------------------11----+---;----t-----1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CI TY APPROVAL IRR.IGATION PLAN Madison Square APPROVED ["t-.:e.. Gr-~~-. .;\\--i-rz.,. IQ PLANNING DATE DWN BY: WDG PROJECT NO. I DRAWING NO. CHKD BY: WDG MS 04-17 RVWD BY: WDG 451-1 L w -\ -r NOTES:. I . THERE SHQU. IE l'IO fil IH.\S ~~~ AND E!ACKFL[M' ASSEMEII.Y •it 2 B.IICKFlDN ~~ MAY NOT!![. . INSTlll..l.Bl IN fl8JC RIGHT·OF·\WIY. 'i CCNSTRUCT 2' HIGi fEll:IINING WAU. CIN 3 SIDES OF Bl!iCKfl.Ollf PREVENTER 1,1,tiEN INS1llU.ED CIN 4•1 CRGRfATERSU:l'E. CPENEN> SHAU. BE AT ~ SIDE OF Sl.Of'E. PR:Na 2 "°'IZ(JNTAL CL.f./lRAH:E BE1VIEEN WAlL AND S11CKFLOW PREVENTER, 4. DO NOT INST.OU. IN AREA SUBJECT 71) Fl..OCOING. 1. METER 4 VAL.VE (by District) 6. APPROVED BAC.l<FL.OY'! 2. BRASS RISER 3. SRASS q::, EL.BOY'! (THREADED FITTIN65) 4. BRASS Nl"""I..E PREVENTER ASSEMBL. Y ,. 1 C.UBIC. FOOT (2000PSI) THRUST BL.I<. 5. BRASS UNION e. METER BOX (by District) 9. STRAINER 1 BACKFLOW PREVERTER MOUNT AUTOMATIC CONTROLLER ON TRASH ENCLOSURE BU< WALL BEFORE STONE VENEER IS ADDED MOUNT ON FENCE PILASTER COORDINATE REQUIRED I SLEEVES FOR WIRES CONNECT CONTROLLER TO REMOTE POSmONtJ RAIN SENSOR FOR AUTO SHUT OFF WITH ENCLOSURE • CONSTRUCTION-~ ON-OFF SWITCH r--"""'!..,-,t ON ON ITERI0R I REMOTE CONTROL VALVE WIRES, AWG UF # 14 SECURE WIRES TO CONTROL UNIT AT TERMINALS PROVIDED IN CONTROL LINT, EXTEND ONE COMMON WIRE TO /\LL R.C.V.'S AND ONE CONTROL WIRE TO EACH R.C.V. (TYPICAL) COMMON W!RE SHALL BE TIED INSIDE PROTECTIVE ENCLOSURE WHEN REQUlR=ED~-----~ SIDE OF WALL II I 111 I 111 I 111 I 111 ~\ISH GRADE !:, I~ I ~r! I I ll==-1111111 -= = :::!J I I . ll ~ JIii~ 7--=r 1/2" BY 5-FOOT MIN. \ \ COPPER GROUND ROD. I CONDUIT AND IRRIGATION CONCRffi FOOTING ELECTRICAL CONDUIT TO SOURCE CONTROL UNIT REQUIREMENTS ~9~~0 Hz, 2 AMP. MAX. \ INTERCONNECT WHEN REQUIRED PVC SWEEP ELBOW SIZE AS REQUIRED 6 11 NOTES: 1. COMMON WIRE TO BE WHITE AND CONTROL WIRES TO BE COLOR CODED. 2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND R.C.\I •. 3. AU. WIRING , CONDUIT OR PLUMBING TO GO THROUGH BOTTOM OF C0NCRITT FOOTING. 4. AFTER ESTABLISHMENT OF All PLANT MATERW.. CONTROLLER SHALL BE PROGRAMMED TO IRRIGATE SOL.ELY DURING NIGHTTIME (TYPICAL) 5.CONNECT CONTOLLER TO RAIN SENSOR CONTROLLER f-4~---SPRAY HEAD CHECK VALVE SAME S1ZE AS RISER FINISH GR.ADE L..ATEIW. UNE, SIZE PER DRAWINGS MARLEX 90 DEGREE STREET" ELOOW PVC SCH. 40 ELBOW 1r MIN. Pl/C !CH. eo NIPP\.[, SIZE 12· MIN. AND LENGTH ;.s REQUIRED "TYPICAL 3 PLACES PVC TEE (SXS>CTJ OR El.BOW MARl£X 90 DEGREE STRffi ELBOW NOTES: . 1. LOCATE HEADS 4 FT.-FROM All. PEOEST'RfAN USES. 2. USE TEFLON TN>E ON ALL MALE THREADED RTT!NGS EXCEPT HfAO. 3. CONTRACTOR SHOULD TILT HE.AO, AS REQUIRED, TO BEST SUIT stTE ANO COVERAGE. SPRAY HEAD ON RISER l 3ft J 2 7 BALL APPR<MJJ VM..VE BO)( ANISH GRADE 8'.LL VALVE t• IN LAWN MEAS 2.· PLANTER AREAS l 12" MAX. NOTES: PEA GRAVEL (MIN. 2 CU.FT) 1. BALL VALVES 2 1/2" AND LARGER 51-W.L BE AWWA ~ AND HAVE A 2" SQUARE OPERATIMG NUT IN LIEU OF BRASS HANOWHEEL AND FLANGE CONNECTIONS IN LIEU OF UNIONS. 2. BA1..L I/ALl/f$ B" AND LARGER SHALL HAVE TRANSIT ,'Qt,f'TERS. J. PL.ACE PEA GRAVEL PRIOR TO INSTAUAllON OF VM.\1£ BOX 4. BALL VALVE SHALL BE INSTALLED IN SHRUB AAOO UNLESS OlHERWISE .APPROVED 5, FOR RECLAIMED WATE" USE PURPLE LID ON ALL VN..VE BOXES. VALVE FINISH GRADE HIGH POP-UP HEAD 12" MIN LATERAL LINE, SIZE PER DRAWINGS PVC SCH. 80 NIPPLE, SIZE AND LENGTH AS REQUIRED TYPICAL TWO :,LACES PVC SC. 40 STREET ELBOW NOTES: I / PVC SCH. '"-0 ELBOW 1. LOCATE HEADS 6" FROM SIDE WALK, CURB ITC PVC TEE (SXSXT) OR ELBOW PVC SCH. 40 STREET ELBOW 2. INSTALL HEADS FLUSH WITH TOP o:-HARDSCAPE AT INTERSECTO~S AND CORNERS. J. USE TEFLCN TAPE ON All MALE THREADED FITTINGS EXCEPT HEAD. 4. WHERE NOTED CHECK VALVE SHALL BE INS~ALLED UNDER HEAD USING SCHEDULE SD NIPPLE. 12" POP-UP SPRINKLER HEAD 3 • 8 APPROVED VALVE BOX 1/2" STAINLESS STEEL HOSE CLA~P. 3 REQUIRED PEA GRAVEL 2 CUBIC FEET llltN. BRASS 90 DEGREE ELL PRESSURE SUPPLY LINE BRASS 90 DEGREE STREET EU. #4 REBAR STAKE 36" LONG NOTE: QUICK COUPLING VALVE. TOP OF VALVE SHALL BE 2" BELOW VALVE BOX COVER 1 " IN TURF AREAS 2" IN SHRUB AREAS BRASS OR COPPER NIPPLE LENGTH l>S REQUIRED BRICK SUPPORTS (THREE REQUIRED) PRESSURE LINE FlTTING BRASS 90 DEGREE STREET ELL BRASS OR COPPER NIPPLE LENGTH AS REQUIRED 1. PLACE PEA GRAVEL PRK>R TO INSTAl...l.ATION OF V/JJ..VE BOX 2. FOR RECLAIMED WATER USE PURPLE LID ON ALL VALVE BOXES. 3. SEE #20 GENEIW. NOTE FOR RECYCLED WATER QUtCK COUPLERS. QUICK COUPLING VALVE FINISH GRADE LATERAL clNE, SIZE PER DRAWINGS PVC SCH. 4J STREET ELBOW NOTES: POP-UP HEAD PVC SCH. 80 NIPPLE, SIZE 10· MN. ANO LENGTH AS REQUIRED TYPICAL TWO PLACES PVC SCH. '0 ELBOW PVC TEE (SXSXT) OR ELBOW PVC sea. 40 STREET ELBOW 1. LOCATE HC:ADS 6" FROM SIDE WALK, CURB ETC. 2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS AND CORNERS. 3. USE TE0 L0N TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD. 4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNDER HEA0 USING SCHEDULE 8D NIPPLE. 6" POP-UP SPRINKLER HEAD 18-24" COILED WIRE ATERPROOF CONNECTORS (2) DRIP ZONE KIT ODEL PCZ-101-XX TIP FILTER ffl lllliGREflBEES INISH GRADE JUMBO VALVE BOX SCH 80 T.O.E. NIPPLE AIN LINE PIPE & FITTINGS RICK SUPPORTS ( 4) A_ , s -<'~-~!- \ 3/4" MINUS WASHED GRAVEL EGUIATOR: 25 or 40 PSI \ ~----------~ PVC SLIP UNIONS 4 REMOTE CONTROL LOW FLOW ASSEMBLY FINISH GRADE PVC PERF DRAIN PIPE WRAP W/ FILTER FA,,.BR,..,,I-"C-----t-+--~~ -SEE NOTE FOR SIZE PEA GRAVEL 1 /2" PVC SCH. 80 NIPPLE LENGTH AS REQUIRED LATERAL LINE, SIZE PER DRAWINGS NOTES: PVC TEE (SXSXl) OR ELBOW ATTRIUM GRATE -SEE NOTE FOR SIZE BUBBLER i ,, i j 12" MIN. 1.-ONE BUBBLER; INSTALL 6" FROM EDGE OF THE ROOTBALL OF THE TREE WHEN TWO BUBBLERS; INSTALL 2nd 4' FROM EDGE OF THE ROOTBAI L OF THE TREE 2.-SIZES : 6 INCH FOR TREES; 4 INCH FOR SHRUBS 9 BUBBLER BELOW GRADE 5 APPROVED VALVE BOX REMOTE CONTOOL VALVE BRASS Off COPPER \ NIPPLE &: UNION. APPROVED WATERPROOF CONNECTORS EXPANSION LOOP I PI/C SC.-40 ELBOW PVC SCH. +a MALE AOWTER \, RNISH GRADE \ I 1 • TURF AREAS 2• SHRUB AREAS 12" MAX. PVC SCH. 80 NIPPLE, 1 LENGTH PS REQUIRED /I lYP. TWO PtACES. / PVC LATERAL LINE BRICK, ONE AT EACH CORNER OF VALVE BOX ANGl£ TO SPECIFIED DEPTH I WITH 45-DEGREE ELBO'NS SIZE PER DRA'MNGS Ll 12""'1N PRESSURE WAIN LINE / NOTES: PVC SCH. -40 l[E OR ELBOW CONTROL AND COMMON WIRES. TAPE WIRES TO MAIN LINE 1. INSTALL CONTROL AND \IALVES MINIMUM 2' APART, 2' FROM STRUCTIJRES OR HARDSCAPE IN SHRUB AREAS. 2. Pl.ACE PEA GRAVEL PR10R TO INSTALLATION OF VN...Vf. BOX. 3. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTIIRES. 4. P\PE UPSTREAM Of VALVE ASSEMBLY IS EQUAi... IN DIAMETER TO OOWNSTREAM PIPING OF VN..VE ASSEMBLY. IF NECESSARY, A□□ REDUCE-BUSHING TO BRING PIPING DIAMETER TO REMOTE CONlROL VAJ...1/f. SIZE. REFER TO ,RRIGATION CONSTRUCTION DOCUMENTS F"OR PIPING SIZE. 5. FOR ~ECYCLED WATER USE PURPLE LIO ON AU. \IAl...\'E 90XES. FINISH GRADE NON PRESSURE LATERAL LINE CLEAN BACKFILL CONTROL WIRES \ j ON RECYCLED MAINS INSTALL 1WO (2) WARNING TAPES AS SHOWN. TYPICAL MIN. 2" OF CLEAN EARTH \ PRESSURE SUPPLY LINE NOTES: 1. BELOW PAVED AREAS A MINIMUM OF 6" LAYER OF CLEAN FILL SAND SHALL BE INSTALLED ABOVE AND BELOW PIPING. 2. PROVIDE MINIMUM COVER OF 24" ON PRESSURE SUPPLY LINES 3" AND LARGER. J. WHEN USING RECLAIMED WATER , MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. WHERE LINES CROSS. PROVIDE PVC SLEEVE FOR POTABLE LINE MINIMUM 1 Q' EACH SIDE OF RECLAIMED WATER LINE 10 TYPICAL TRENCHING APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" TITLE REVIEYIED BY: DATE INSPECTOR DATE 1---+----+-----------+--+----+---+--'I I SH4EET I CITY OF CARlSBAD I SH8EETS I PLANNING DEPARTMENT ;:==:..'::::========::::'....'.:=~ IRRlcSoATIOl'I PETAIL.S Madison Square APPROVED j1,...f ~-J~:il..;ft: "f-14-e.'f PLANNING DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN 9Y: WDG__ PROJECT NO. DRAWING NO. DATE INlllAL DATE INITIAL CHKD BY• _WQ{, __ OTHER APPROVAL CITY APPROVAL RVWD BY: _WOG_ MS 04-17 451-1L .r: ~ -• -J: r ~ (IC) IRRIGATION SYSTEM PART 1.00 -GENERAL WORK INCWOED CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ANO SERVICES NECESSARY TO INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE APPROVED DRAWINGS AND SPECIFJED HEREIN ANO SHALL PERFORM ALL OTHER INCIDENTAL WORK NECESSARY TO CARRY OUT THE INTENT OF THIS IRRIGATION SPECIFJCATION AND IRRIGATION DRAWINGS INCLUDING THE FOLLOWING: FURNISH AND INSTALL ALL PIPELINES AND FlTTINGS. FURNISH AND INSTALL Al/TOMATIC CONTROWER, ALL ELECTRICAL CONNECTIONS AND CONTROL WIRING. FURNISH, ASSEMBLE, AND INSTALL MATERIAL DESCRIBED IN THIS SPECIFICATION AND AS INDICATED ON THE DRAWINGS. EXCAVATE AND BACKFILL TRENCHES. TEST ANO INSPECT SYSTEM. SIXTY DAY MAINTENANCE. ONE YEAR GUARANTEE. WORK NOTED AS "N.I.C" "EXISTING" OR "TO BE SUPPLIED AND/OR INSTALLED BY OTHERS" IS NOT A PART OF THIS SECTION. THE WORK IN THIS SECTION SHALL BE COORDINATED WITH ALL UNDERGROUND UTILITIES AND TRADES RESPONSIBLE FOR THEIR INSTALLATION. RELATED WORK SPECIFIED ELSEWHERE LANDSCAPE PLANTING: DIVISION 2 ELECTRICAL: DMSION 16 MECHANICAL: DMSION 15 EXAMINE ALL DRAWINGS AND SPECIFICATIONS PERTINENT TO THE PROPER COMPLETION OF THE WORK. QUALITY ASSURANCE PERMITS: OBTAIN AND PAY FOR ALL PERMITS #JD INSPECTIONS REQUIRED BY ALL AGENCIES. ORDINANCES AND REGULATIONS: LOCAL, MUNICIPAL, AND STATE LAWS, AND RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF il-llS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WfTH AfN OF THESE RULES AND REGULATIONS OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE SPECIFICATIONS AND DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD, OR LARGER SIZE THAN IS REQUIRED BY THESE RULES AND REGULATIONS, THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRECEDENCE. PROTECTION: ERECT AND MAINTAIN BARRICADES, WARNING SIGNS AND LIGHTS, AND PROVIDE GUARDS AS NECESSARY OR REQUIRED TO PROTECT ALL PERSONS ON THE SITE. UNDERWRITERS LABORATORIES: EUECTIRICAL WIRING CONTROLS, MOTORS, AND DEVCES SHALL BE U.L. LISTED, AND SO LABELED. INSTAWER QUALIFICATIONS (FOR SOLVENT AND RUBBER GASKET JOINTS): EACH PERSON SHAUL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE IN TECHNIQUES FOR MAKING CORRECT JOINTS PRIOR TO PERFORMING WORK ON THE SITE. WORK OF THIS SECTION, THAT IS ALLIED, WITH THE WORK OF OTHER TRADES SHALL BE COORDINATED AS NECESSARY. SUPERINTENDENT: A SUPERINTENDENT SATISFACTORY TO TI-IE OWNER'S REPRESENTATIVE SHALL BE PRESENT ON THE SITE AT ALL TIMES DURING PROGRESS OF THE WORK. THE SUPERINTENDENT SHALL NOT BE CHANGED, EXCEPT WITH THE CONSENT OF THE OWNER'S REPRESENTATIVE THE SUPERINTENDENT SHALL BE Al/THORIZED TO REPRESENT THE CONTRACTOR. DISCREPANCIES: WHEN DISCREPANCIES EXIST BETWEEN DRAWINGS ANO SPECIFICATIONS, ANO NO SPECIFJC INTERPRETATION IS ISSUED PRIOR TO BIDDING, THE DECISION REGARDING THIS INTERPRETATION WILL REST WITH OWNER'S REPRESENTATIVE, THE CONTRACTOR WILL BE COMPELLED TO ACT ON THIS DECISION AS DIRECTED. IN THE EVENT THE INSTALLATION DEVIATES FROM THE DIRECTIONS GIVEN, IT SHAUL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. EXPLANATION OF DRAWINGS: DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBUE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC .. WHICH MAY BE REQUIRED. CAREFULLY INVESTIGATE THE STRUCTURAL AND FlNISHED CONDITIONS AFFECTING ALL OF THIS WORK AND PLAN THIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALUED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES. MANUFACTURER'S DIRECTIONS: MANUFACTURER'S DIRECTIONS ANO DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURERS USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. WORK CALUED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLEJ WHETHER OR NOT SPECIFJCALLY MENTIONED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN TI-IE FlELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN EQUIPMENT USAGE OR AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S Al/THORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. AT NO COST TO THE OWNER'S REPRESENTATIVE. SUBMITTALS WITHIN 20 DAYS AFTER AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE FOR APPROVAL FIVE (5) COPIES OF A DETAILED UST OF EACH MATERIAL PROPOSED FOR USE IN THE PROJECT. PREPARE TYPEWRITTEN MATERIAL LIST USING THE FOLLOWING FORMAT. DOUBLE SPACE BETWEEN EACH ITEM. ITEM NO. 1 . 2. 3. DESCRIPTION PRESSURE SUPPLY LINES LAWN HEAD ETC. MANUFACTLRER PAC. WESTERN RAIN BIRD ETC. MODEL NO. SCHED. 40 P.V.C. 1804-812 ETC. WITHIN 20 DAYS AITTR AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE FOR APPROVAL FIVE (5) COPIES OF DESCRIPTIVE LITERATURE WITH CATALOG CUTS MARKED WITH HIGHLIGHTER PEN ON ALL ITEMS TO BE USED IN THIS PROJECT. NO WORK SHALL COMMENCE BEFORE RECEIPT OF APPROVED MATERIAL LIST AND DESCRIPTIVE MATERIAL. LIST SHALL INCLUDE ALL ITEMS INDICATED ON DRAWINGS AND/OR SPECIFICATIONS. PRIOR TO START OF MAINTENANCE PERIOD CONTRACTOR SHALL SUBMIT ONE (1) COMPLETE SET OF AS-BUILT DRAWINGS FOR REVIEW BY LANDSCAPE ARCHITECT. LANDSCAPE .ARCHITECT SHAUL PROVIDE FINAL AS BUlll.S FOR SUBMITTAL TO TI-IE CllY. AS-BUILT DRAWINGS SHOULD BE CONSIDERED RECORD DRAWINGS. RECORD DRAWINGS ("AS BUILTS") RECORD DIMENSIONED LOCATIONS (2 DIRECTION MIN.) FOR EACH OF THE FOLLOWING: POINT OF CONNECTION SPRINKLER PRESSURE LINE ROUTING (PROVIDE DIMENSIONS FOR EACH 100 LINEAR FEET (MAXIMUM) ALONG EACH ROUTING, AND FOR EACH CHANGE IN DIRECTION.) GATE VALVES SPRINKLER CONTROL VALVES (BURIED ONLY) QUICK COUPLING VALVES CONTROL WIRE ROUTING OTHER RELATED ITEMS AS MAY BE DIRECTED BY THE OWNER'S REPRESENTATIVE LOCATE AUL DIMENSIONS FROM TWO PERMANENT POINTS (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS OR PAVEMENTS). RECORD ALL CHANGES WHICH ARE MADE FROM THE CONTRACT DRAWINGS, INCLUDING CHANGES IN THE PRESSURE RECORD ALL REQUIRED INFORMATION ON A SET OF BLACKLINE PRINTS OF THE DRAWINGS. DO NOT USE il-lESE PRINTS FOR ANY OTHER PURPOSE. MAINTAIN INFORMATION DAILY. KEEP DRAWINGS AT THE SITE AT ALL TIMES AND AVAILABLE FOR REVEW BY THE OWNER'S REPRESENTATIVE AND CITY INSPECTOR. WHEN THE JOB IS COMPLETIE TRANSFER ALL DAILY INFORMATION TO A ONE COMPETIE SET OF "AS BUILT" BASE PLANS REQUEST THESE "AS BUILT" BASE THAT HAVE NO OTHER INFORMATION ON THEM FROM THE LANDSCAPE ARCHITECT MAKE DI'1ENSIONS ACCURATELY AT THE SAME SCALIE USED ON ORIGINAL DRAWINGS, OR LARGER. IF PHOTO REDUCTION JS REQUIRED TO FACILITATE CONTROLLER CHART HOUSING, NOTES OR DIMENSIONS MUST BE A MINIMUM 1/4 INCH IN SIZE. SUBSTfTUTION OF ANY PRODUCT, MATERIAL, OR EQUIPMENT WITHOUT THE PRIOR WRITTEN APPROVAL OF THE CllY INSPECTOR &: THE OWNER'S REPRESENTATIVE WILL NOT BE PERMIITTD. APPROVAL OF ANY ITEM AS A SUBSTITUTION OR ALTERNATE IS FOR DESIGN ONLY, BASED ON INFORMATION OR SAMPUES PROVIDED BY THE CONTRACTOR. CITY INSPECTOR MUST APPROVE ALL SUBSTITUTION PRIOR TO INSTALLATION. CONTRACTOR SHAUL BE RESPONSIBLE FOR TI-IE TOTAL PERFORMANCE OF SUCH SUBSTITUTION TO EQUAL OR SURPASS TI-IE ORIGINAL IN EVERY RESPECT. IF THE SUBSTfTUTION PROVES TO BE UNSATISFACTORY IN THE OPINION OF THE OWNER'S REPRESENTATIVE, CONTRACTOR SHALL REMOVE SUCH WORK AND RE PLACE IT WITH ORIGINALLY SPECIFIED ITEM (INCLUDING INSTALLATION) AS PART OF THE WORK OF THIS SECTION. MANUFACTLRER'S WARRANTIES SHALL NOT RELIEVE CONTRACTOR OF ANY LIABILITY UNDER THE SPECIFIED GUARANTEE. SUCH WARRANTIES ARE INTENDED ONLY TO SUPPLEMENT THE CONTRACTOR'S GUARANTEE. CONTROLLER CHARTS DO NOT PREPARE CHARTS UNTIL RECORD DRAWINGS HAVE BEEN APPROVED BY THE OWNER'S REPRESENTATIVE PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER INSTALLED. CHART MAY BE A REPRODUCTION OF THE RECORD DRAWING, IF THE SCALE PERMITS FITTING THE CONTIROLUER DOOR. IF PHOTO REDUCTION PRINTS ARE REQUIRED, KEEP REDUCTION TO MAXIMUM SIZE POSSIBLE TO RETAIN FULL LEGIBILITY. CHART SHAUL BE BLACKLINE PRINT OF THE ACTUAL SYSTEM, SHOWING THE AREA COVERED BY THAT CONTROLLER. IDENTIFY THE AREA OF COVERAGE OF EACH REMOTE CONTROL VALVE, USING A DISTINCTLY DIFFERENT PASTEL COLOR, DRAWN OVER THE ENTIRE AREA OF COVERAGE. FOLLOWING APPROVAL OF CHARTS BY OWNER'S REPRESENTATIVE THEY SHAUL BE HERMETICALLY SEAUED BETWEEN TWO LAYERS OF 20 MIL THICK PLASTIC SHEET. CHARTS MUST BE COMPLETIED AND APPROVED PRIOR TO FINAL REVl!::W OF IRRIGATION SYSTEM. OPERATING AND MAINTENANCE MANUALS PROVIDE TWO INDIVIDUALLY BOUND MANUALS DETAILING OPERATION AND MAINTENANCE REQUIREMENTS FOR IRRIGATION SYSTEMS. MANUALS SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE NO LATER THAN 10 DAYS PRIOR TO COMPLETION OF WORK. PROVIDE DESCRIFTIONS OF ALL INSTALLED MATERIALS AND SYSTEMS IN SUFFICIENT DETAIL TO PERMIT MAINTENANCE PERSONNEL TO UNDERSTAND OPERATE AND MAINTAIN THE EQUIPMENT. PROVIDE THE FOLLOWING IN EACH MANUAL: INDEX SHEET, STATING IRRIGATION CONTRACTOR'S NAME, ADDRESS, TELEPHONE NUMBER AND NAME OF PERSON TO CONTACT DURATION OF GUARANTEE PERIOD EQUIPMENT LIST PROVIDING THE FOLLOWING FOR EACH ITEM: MANUFACTURER'S NAME MAKE AND MODEL NUMBER NAME ANO ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVE SPARE PARTS LIST IN DETAIL DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS FOR MAJOR EQUIPMENT CHECKLIST PROVIDE A SIGNED AND DATED CHECKLIST AND DELIVER TO THE OWNER'S REPRESENTATIVE PRIOR TO FlNAL REVIEW OF THE WORK. USE THE FOLLOWING FORMAT: PLUMBING PERMITS: IF NONE REQUIRED, SO NOTE. MATERIAL APPROVALS: APPROVED BY AND DATE PRESSURE LINE TESTS: BY WHOM AND DATE RECORD DRAWINGS: RECEIVED BY AND DATE CONTROLUER CHARTS: RECEIVED BY AND DATE MATERIALS FURNISHED: RECEIVED BY AND DATE OPERATION ANO MAINTENANCE MANUALS: RECEIVED BY AND DATE SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS: RECEIVED BY AND DATE MANUFACTURER'S WARRANTIES IF REQUIRED: RECEIVED BY AND DATE WRITTEN GUARANTEE: RECEIVED BY AND DATE LOWERING OF HEADS IN LAWN AREAS: IF INCOMPLETE, SO STATE GUARANTEE DIG ALERT DIAL TOLL FJREE 1-800-422-4133 ~"' WDE Nt .... MDI' • taUlt9II QIUGIM GUARANTEE THE IRRIGATION SYSTEM TO PROVIDE SERVICE AS DESIGNED AND INSTALLED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER'S REPRESENTATIVE , CORRECT ALL PROBUEMS WHICH DEVELOP IN THE SYSTEM DUE TO FAULTY MATERIALS OF WORKMANSHIP DURING THE GUARANTEE PERIOD. REPAIR OR REPLACE SUCH WORK AS DIRECTED BY THE OWNER'S REPRESENTATIVE MAKE REPAIRS AND REPLACEMENTS PROMPTLY WHEN NOTIFIED. PROVIDE A WRITTEN GUARANTEE FOR EACH SEGMENT OF THE PROJECT, STATING DATE OF COMPUETION AND GUARANTEE PERIOD. THE OWNER RESERVES THE RIGHT TO MAKE TEMPORARY REPAIRS DURING THE GUARANTEE PERIOD AS NECESSARY TO KEEP SYSTEMS IN OPERATING CONDITTON WITHOUT VOIDING THE CONTRACTOR'S GUARANTEE, NOR RELIEVING THE CONTRACTOR OF HIS RESPONSIBILITIES. PRODUCT HANDLING STORAGE: STORE MATERIALS AT A LOCATION DIRECTIED BY THE OWNER'S REPRESENTATIVE STORE MATIERIALS IN AN ORDERLY MANNER. AVOID INTERFERENCE WITH OTHER CONSTRUCTION ACTIVITIES. PROTECTION: CONTRACTOR SHALL PROTECT HIS WORK ANO WORK OF OTHERS FOR THE DURATION OF THE CONTRACT. HE SHALL PROTECT PIPES AND FITTINGS FROM DIRECT SUNLIGHT AND AVOID UNDUE BENDING AND ANY CONCENTRATED EXTERNAL LOADING. BEDS ON WHICH BEDS ARE STORED SHALL BE FULL LENGTHS OF PIPE. PIPE OR FITTINGS THAT HAVE BEEN DAMAGED SHALL NOT BE USED. IT SHAUL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL MATERIALS FROM il-lEFT OR LOSS. PROTECT ALL MATERIALS TO PREVENT INTRUSION OF DIRT AND MOISTURE. PROTECT THE INSTALLED WORK AND MATERIALS OF OTHER TRADES. PRODUCTS GENERAL MATIERIALS OR EQUIPMENT INSTALLED OR FURNISHED SHALL BE NEW. GENERAL PIPE PRESSURE SUPPLY LINE FROM POINT OF CONNECTION THROUGH BACKFLOW PREVENTION UNIT: MUST BE CAST IRON, BRASS, COPPER OR OTHER MATERIAL APPROVED BY CMWD BACKFLOW SPECIALIST 438-2722 EXT 7152. ALL THREADED PIPES SHALL BE THREADED BY TI-IE MANUFACTURER OF THE PIPE. P.V.C. PIPE ALL PRESSURE SUPP~Y LINES UNDER VEHICULAR PAVING TO BE P.V.C. SCHEDULE 40. PRESSURE SUPPLY LINES 4" AND LARGER DOWNSTREAM OF BACKFLOW PREVENTION UNrTS: CLASS 200 P.V.C. (ASTM D-2241) CONNECTED WITH RUBBER GASKET BEUL AND SPIGOT CONNECTIONS. THE INSERTION MARK SHALL BE VISIBLE TO SHOW PROPER DEPTHS INTO SPIGOT. THRUST BLOCKS SHALL BE AT EACH CHANGE OF DIRECTION AND SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. PRESSURE SUPPLY LINES 2", 2-1/2" AND 3" DOWNSTREAM OF BACKFLOW PREVENTION UNITS: CLASS 315 P.V.C. CONNECTED WITH PRIMER AND SOLVENT CEMENT PER MANUFACTURER'S SPECIFICATIONS. PRESSURE SUPPLY LINES 1 1/2 INCHES AND SMALLER DOWN STREAM OF BACKFLOW PREVENTION UNIT: SCHEDULE 40 P.V.C. CONNECTED Wlil-1 PRIMER AND SOLVENT CEMENT PER MANUFACTURER'S SPECIFICATIONS. NON-PRESSURE LINES: CLASS 2D0 P.V. C. IDENTIFlCATION MARKINGS: IDENTIFY ALL PIPE WITH THE FOLLOWING INDELIBUE MARKINGS: MANUFACTURER'S NAME NOMINAL PIPE SIZE SCHEDULE OF CLASS PRESSURE RATING P.S.I. NSF (NATIONAL SANITATION FOUNDATION) SEAL OF APPROVAL DATE OF EXTRUSION PIPE (SOLVENT WELD TYPE): MANUFACTURE FROM VIRGIN POLYVINYL CHLORIDE COMPOUND IN ACCORD WITH ASTM D1784 OR ASTM 02241, CELL CLASSIFICATION 124548; HYDROSTATIC DESIGN STRESS RATING NOT LESS THAN 2,000 P.S.I. FITTINGS: STANDARD WEIGHT, SCHEDULE 40, INJECTION MOLDED P.V.C. COMPLY WITH ASTM D1784, CELL CLASSIFICATION 134548, AS MANUFACTURED BY DURA COMPANY OR APPROVED EQUAL. THREADS (WHERE REQUIRED): INJECTION MOLDED TYPE TEES AND ELLS: SIDE GATED THREADED NIPPLES: STANDARD WEIGHT, SCHEDULE 80 WITH MOLDED THREADS JOINT CEMENT AND PRIMER NON-PRESSURE PLASTIC PIPE AND FJTTINGS SHALL BE CEMENTED USING A 1 OOll: ACTIVE SOLVENT, BLUE IN COLOR. PRESSURE PLASTIC PIPE AND FITTINGS SHALL BE COATED WITH A PRIMER AND THEN WITH A 1 oo,i; ACTIVE SOLVENT. BOTH PRIMER AND SOLVENT SHALL BE SIMILAR IN ALL RESPECTS TO THAT MANUFACTURED BY CHRISTI'S OR APPROVED EQUAL. COPPER PIPE AND FITTINGS P;PE: TYPE K, HARD TEMPERED ASTM B 88 FITTINGS: WROUGHT COPPER, SOLDER JOINT TYPE IN ACCORDANCE WITH ANSI 8 16.22. JOINTS SHALL BE SOLDERED WITH SILVER SOLDER, CONFORMING TO ASTM 8 206. BRASS PIPE ANO FITTINGS BRASS PIPE SHALL BE 85ll: RED BRASS, AMERICAN NATIONAL STANDARD INSTITUTE (ANSI), SCHEDULE 40 SCREWED PIPE. FJTTINGS SHAUL BE MEDIUM BRASS, SCREWED 125 POUND CLASS. ELECTRICAi. AND WIRING SERVICE HIGH VOLTAGE CONTRACTOR IS TO COORDINATE WfTH THE LOCAL ELECTRICAL COMPANY FOR CONNECTION TO ELECTRICAL SERVICE AND/OR INSTALLATION OF CONDUIT, ELECTRICAL WIRING, AND MffiR PEDESTAL AT THE LOCATION SHOWN ON THE DRAWINGS. MINOR CHANGES IN LOCATION CAUSED BY ACTUAL SITE CONDITIONS SHOULD BE MADE AT NO COST TO THE OWNER. THE OWNER'S REPRESENTATIVE SHALL APPROVE ALL CHANGES TO THE PLANS ELECTRICAL EQUIPMENT INSTALLED OUTSIDE BUIUDING SHALL BE NEMA 4 TYPE, WATERPROOFED FOR EXTERIOR INSTALLATION. AUL CONNECTIONS BETWEEN ELECTRICAL SERVICES AND EQUIPMENT SHALL BE IN RIGID GALVANIZED ELECTRICAL CONDUIT, WITH CONDUIT ANO WIRING SIZE AS REQUIRED. ELECTRICAL REQUIREMENTS TO AUTOMATIC CONTROLLERS -(120 V) TO BE COMPLETIE IN EVERY RESPECT TO OWNER ELECTRICAL CODE, READY FOR USE AND IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. PROVIDE SEPARATE POWER SHUT-OFF SWITCH AT PANEL FOR EACH CONTROLLER. ALL WIRING IN GALVANIZED CONDUIT ANO FITTINGS FROM SOURCE PROVIDED UNDER THE EUECTRICAL SECTION. NO RUNNING THREADS ACCEPTED; USE NIPPLES. CONDUIT SYSTEM SHALL BE 660 VOLT INSULATION; NEC STANDARD ANNEALED COPPER WIRE AND SHALL BE MINIMUM AWG #12 TW OR RW. PROTECT EACH CONTROLLER BY A CODE APPROVED GROUND CONNECTION. SUPPLY TO BE 120 VOLTS, 60 CYCLE, SINGLE PHASE, ONE AMP. USE ONLY GALVANIZED STEEL FASTENERS IN SECURING CONTROLLERS IN POSITION. INSTALL NEW CONTROLLER AS DETAILED ON DRAWINGS. ALL HIGH VOLTAGE ELECTRICAL WORK SHALL REQUIRE SEPARATE ELECTRICAL PERMITS AND INSPECTION. LOW VOLTAGE CONNECTIONS BETWEEN CONTROLLER AND REMOTE CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL AWG-UF, 600 VOLT WIRE, INSULATION THICKNESS 3/64 INCH, UTILIZING LOW DENSITY HIGH MOUECULAR WEIGHT POLYETHYLENE INSULATION. CONTROL WIRES SHALL BE A DIFFERENT COLOR FOR EACH AUTOMATIC CONTROLLER. SPLICES, WHERE PERMITTED, SHALL BE WATERPROOFED USING RAIN BIRD, PEN-TITE CONNECTORS OR FUSIBLE HEAT SHRINKING TUBING AND HOUSE IN A BOX. WIRE SIZING SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS, IN NO CASE LESS THAN NO. 14. GROUND WIRES SHALL BE WHITE IN COLOR WITH A DIFFERENT COLOR STRIPc FOR EACH AUTOMATIC CONTROLLER. EACH CONTROLLER SHALL HAVE AN INDEPENDENT COMMON WIRE. THREE CONTINUOUS SPARE CONTROL WIRES, BLUE IN COLOR, SHALL BE INSTALLED WITH AUL PRESSURIZED MAIN LINE FROM THE CONTROLLER ENCLOSURE TO THE END OF THE MAIN LINE. WATER SERVICE THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER METIERS AS CAWED FOR ON DRAWINGS BY MAKING ALL ARRANGEMENTS WITH THE WATER COMPANY FOR INSTALLATION, OR INSTALLING METIER AS REQUIRED BY WATER COMPANY AND PAY:NG ALL COSTS INCURRED. MINOR CHANGES IN LOCATION CAUSED BY ACTUAL SITE CONDITIONS SHOULD BE MADE AT NO COST TO THE OWNER. THE OWNER'S REPRESENTATIVE SHALL APPROVE ALL CHANGES TO TI-IE PLANS GATE VALVES 2-1/2 INCHES AND SMAWER, (UNUESS OTHERWISE NOTED ON DRAWINGS): ASTM 862 BRASS BODY, 150 POUND SATURATED STEAM RATED; WITH SCREWED JOINTS; NON-RISING STEl.1; SCREWED BONNET, SOLID DISC. PROVIDE WITH HAND-WHEEL. 3 INCHES AND LARGER (UNLESS OTHERWISE NOTED ON DRAWINGS): ASTM A126 CLASS B, CAST IRON BODY 150 POUND O.W.G. WITH FLANGED JOINTS, NON-RISING STEM, BOLTED BONNET, AND DOUBLE DISC, EQUIPPED WITH A 2" SQUARE OPERATING NUT. A THRUST BLOCK SHOULD SUPPORT BODY. CLASS 312 STAINLESS STEEL NUTS AND BOLTS SHALL BE USED TO CONNECT ALL FLANGED CONNECTIONS. QUICK COUPLING VALVES TWO PIECE TYPE BRASS BODY, 150 POUND CLASS, WITH 1 INCH FEMAUE THREADS OPENING AT BASE, PERMITTING OPERATION WITH A SPECIAL CONNECTING DEVICE (COUPLER) DESIGNED FOR THIS PURPOSE. COUPLER THREADS: LUG TYPE HINGE COVER: PROVIDE WITH RUBBER-LIKE VINYL COVER. CHECK VALVES ANTI-DRAIN VALVE: PLASTIC CONSTRUCTION, WfTH SOFT COMPOSITION DISC, STAINLESS STEEL INTERNAL PARTS, AND WITH SPRING TENSION ADJUSTABLE FROM 4 P.S.I. TO 15 P.S.I. BACKtl.OW PREVENTION UNITS BACKFLOW PREVENTER: DESIGNED TO OPERATE ON A "REDUCED PRESSURE" PRINCIPLE; EQUIPPED Wlil-1 GATE VALVES AND FIELD TEST COCKS. PRESSURE VACUUM RELIEFS, INLET AND DISCHARGE GATE VALVES, ANO FJELD TEST COCKS. Al/TOMATIC CONTROLLER TYPE: FUULY AUTOMATIC OPERATION, CAPABLE OF OPERATING THE NUMBER OF STATIONS AND REMOTE CONTROL VALVES INDICATED ON DRAWINGS. Al/TOMATIC ASSEMBLY SHAUL CONSIST OF A STAINLESS STEEL, VANDAL RESISTANT ENCLOSURE, STAINLESS STEEL PRE -DRILLED REMOVABLE BACKBOARD, CONTROLLER OF SAME MANUFACTURER AND MODEL NO. AS CAUEO OUT ON DRAWINGS, TERMINAL STRIP, ANO 117 VOLT OUTLET. THE 117 VOLT DUPLEX BOX SHALL BE PROVIDED WfTH AN ON/OFF SWITCH AND 117 VOLT RECEPTACLE. ALL POWER WITHIN THE HOUSING SHALL BE PROPERLY PHASED. A PREWIRED TERMINAL STRIP SHALL BE PROVIDED CLEARLY INDICATING THE PROPER POINTS OF CONNECTION OF ALL APPROPRIATE WIRING (STATIONS VALVES, COMMON, MASTER VALVE, PUMP START, AND SENSING). THE CONTROLLER ASSEMBLY SHALL INCLUDE A LIMITED FIVE YEAR WARRANlY. REMOTE CONTROL VALVES AS PER DRAWINGS ROTARY SPRINKLER HEADS AS PER DRAWINGS SMALL SHRUBBERY SPRINKUER HEADS SPRINKLER SHALL BE SIMILAR IN AUL RESPECTS TO TYPE NOTED ON DRAWING. BODY SHALL BE EQUIPPED WITH A BUILT-IN CHECK VALVE. VALVE BOXES-FOR POTABLE WATER IRRIGATION SYSTEMSS VALVE BOXES SHAUL BE FABRICATED FROM A DURABLE PLASTIC MATERIAL RESISTANT TO WEATHER, SUNLIGHT AND CHEMICAL ACTION OF SOILS. THEY SHALL BE GREEN IN COLOR. THE COVER SHALL BE GREEN IN COLOR AND BE SECURED WfTH A STAINLESS STEEL BCLT MECHANISM. THE COVER SHALL BE CAPABLE OF SUSTAINING A LOAD OF 1500 PSI. VALVE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. ALL VALVE BOXES SHALL BE AS MANUFACTURED BY AMETIEK, CARSON, OR AN APPROVED EQUAL. SEE SHEET 6 FOR THE SECOND PART OF IRRIGATION SPECIFICATIONS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITILE ________ _ REVIEWED BY: INSPECTOR DATIE DATIE l---+----+-------------1---+--+-----+------l I S5HEET I CITY OF CARLSBAD I SH~TS I PLANNING DEPARTMENT '-' ;:::::=::...:::::========:::::...:::===; 1""-RIGATION SPECIFICATIONS ·" • D+JE 1" .,,.(. . • ~ ,_____ -,?,.,If; '1a, 0,.-c,._,\~ Carlsbad Ca 160 -454-2152 Madison Square 1----+--~f-------------+---+--+--+-----l I ~PROVED li.-M q--E:.l,\..i-\\-_~~-_'"t-1--1--~ -I . PLANNING DA TIE . DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: WDG_ CHKD BY: __ WDG. RVWD BY: WDG PROJECT NO. MS 04-17 DRAWING NO. 451-1L -• r SEE SHEET5 FOR THE FIRST PART OF IRRIGATION SPECIFICATIONS. VALVE BOXES--FOR POTABLE WATER IRRIGATION SYSTEMS VALVE BOXES SHALL BE FABRICATED FROM A DURABLE PLASTIC MATERIAL RESISTANT TO WEATHER, SUNLIGHT AND CHEMICAL ACTION OF SOILS. THEY SHALL BE GREEN IN COLOR. THE COVER SHALL BE GREEN IN COLOR AND BE SECURED WITH A STAINLESS STEEL BOLT MECHANISM. THE COVER SHALL BE CAPABLE OF SUSTAINING A LOAD OF 1500 PSI. VALVE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. AUL VALVE BOXES SHALL BE AS MANUFACTURED BY AMETEK, CARSON, OR AN APPROVED EQUAL. QUICK COUPLING VALVE BOXES SHALL BE ROUND. THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS "Qcv", 2" HIGH GATE VALVE BOXES SHALL BE ROUND. THE COVER SHAUL BE HEAT BRANDED WITH THE LETTERS "CN", 2" HIGH REMOTE CONTROL VALVE BOXES SHALL BE 12" X 18" .THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS "Rev· AND THE VALVE NUMBER IN CHARACTERS 2· HIGH. SPLICE BOXES SHALL BE 12· X 18" .THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS "SB", 2" HIGH. VALVE BOXES FOR MOISTURE SENSING STATIONS SHALL BE 12" X 18" .THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS "MSS", 2" HIGH. TIRAFFIC AREA BOXES: CONCRETE WITH CAST IRON LID DESIGNED FOR VEHICULAR TRAFFIC USE. OPERATING AND MAINTENANCE TOOLS DELIVER THE FOLLOWING ITEMS TO THE OWNER WHEN WORK IS COMPLETED AND PRIOR TO FINAL ACCEPTANCE OF WORK. TWO WRENCHES FOR DISASSEMBLY AND ADJUSTMENT OF EACH TYPE OF SPRINKLER HEAD. TWO KEYS FOR EACH AUTOMATIC CONTROLLER. 6 COUPLERS AND MATCHING HOSE SWIVELS WITH GLOBE VALVES. 2 KEYS FOR OPENING VALVE BOXES. EXECUTION UTILITY SERVICES CONTRACTOR SHAUL CONNECT TO THE WATER METERS AT THE LOCATION INDICAlED ON THE DRAWING AND MAKE ANY MINOR CHANGES IN LOCATION NECESSARY DUE TO ACTUAL SITE CONDITIONS AS A PART OF THIS CONTRACT. CONNECTIONS TO EXISTING MAINS: CONTRACTOR IS TO CONNECT TO AN EXISTING MAIN, AT THE LOCATION SHOWN ON DRAWINGS. IRRIGATION DRAWINGS ARE BASED ON A REVIEW OF EXISTING CONDITIONS AND, WHEN AVAILABLE, AS-BUILT IRRIGATION DRAWINGS. EXISTING CONDITIONS MAY DIFFER IN THE FIELD FROM WHAT IS SHOWN ON AS-BUILT DRAWINGS. THEREFORE, CONTRACTOR IS TO REVIEW EXISTING SITE CONDITIONS PRIOR TO ANY INSTALLATION. CHANGES IN EXISTING PIPING SIZE THAT MAY REQUIRE DIFFERENT FITTINGS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. CONNECT TO EXISTING ELECTRICAL SERVICE. MAKE MINOR CHANGES IN LOCATION AS NECESSAIRY DUE TO ACTUAL SITE CONDITIONS AS PART OF THIS WORK. SITE REVIEWS BEFORE ANY WORK COMMENCES; A CONFERENCE SHAUL BE HELD WITH THE OWNER'S REPRESENTATIVE, CONTRACTOR AND THE CITY INSPECTOR [ (760) 815-6708] REGARDING GENERAL REQUIREMENTS OF THIS WORK. CONTRACTOR'S RESPONSIBILITY: NOTIFY THE OWNER'S REPRESENTATIVE FOR THE FOLLOWING REVIEWS, WITH 48 HOURS MINIMUM NOTICE. SLEEVE INSTALLATION PRIOR TO BACKFILLING. PRESSURE SUPPLY LINE INSTALLATION AND TESTING SYSTEM LAYOUT COVERAGE lESTS FINAL REVIEW PROVIDE "WALKIE-TALKIE" EQUIPMENT AND/OR PERSONNEL TO MAINTAIN COMMUNICATION FROM REVIEW AIREA TO AUTOMATIC CONTROLLERS. PROVIDE UP-TO-DATE AS-BUILT DRAWINGS AT EACH REVIEW. IN THE EVENT CONTRACTOR SCHEDULES ANY REVIEW AND THE SYSTEM IS NOT FULLY READY, RECORD DRAWINGS ARE NOT CURRENT, DR REQUIRED CORRECTIVE WORK HAS NOT BEEN COMPLETED, TIHE CONTIRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING THE OWNER'S REPRESENTATIVE AT THE CURRENT HOURLY RATE PLUS ALL TRAVEL EXPENSES. NO FURTHER REVIEWS WILL BE CONDUCTED UNTIL THIS CHARGE IS PAID. EXAMINE SURFACES FOR CONDITIONS THAT WILL ADVERSELY AFFECT EXECUTION, PERMANENCE AND QUALITY OF WORK. VERIFY THAT GRADING HAS BEEN COMPLETED AND THE WORK OF THIS SECTION CAN PROPERLY PROCEED. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO UTILITIES, WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT. CHECK EXISTING UTILITY DRAWINGS FOR LOCATIONS. NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING, DESCRIBING UNACCEPTABLE CONDITIONS. DO NOT PROCEED WITH WORK UNTIL UNACCEPTABLE SITE CONDITIONS ARE CORRECTED OR EXISTING UTILITIES ARE LOCATED. LAYOUT ALL PIPING OR EQUIPMENT SHOWN DIAGRAMMATICALLY ON DRAWING OUTSIDE OF PLANTING AREAS SHALL BE INSTALLED INSIDE PLANTING AREAS WHENEVER POSSIBLE. MAINS TO BE OUTSIDE R.O.W LAY OUT EACH SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTf<ENTS REQUIRED DUE TO DIFFIERENCES BETWEEN ACTUAL SITE CONDITIONS AND THE DRAWINGS. MINOR ADJUSTMENTS SHALL BE MAINTAINED WITIHIN THE ORIGINAL DESIGN INTENT. LAY OUT EACH SYSTEM USING STAKING METHOD AS APPROVED BY OWNER'S REPRESENTATIVE. MAINTAIN AND PROTECT APPROVED STAKING LAYOUT. TRENCHING EXCAVATE TRENCHES TO REQUIRED DEPTHS. FOULOW APPROVED LAYOUT FOR EACH SYSTEM. TRENCH BOTTOM SHALL BE FLAT TO INSURE PIPING IS SUPPORTED CONTINUOUSLY ON AN EVEN GRADE. WHERE LINES OCCUR UNDER PAVED AREAS, CONSIDER DIMENSION TO BE BELOW THE SUBGRADE. PROVIDE MINIMUM COVERAGE AS FOULOWS: 30" BELOW TOP OF VEHICLE PAVEMENT FOR MAINS, LATERAtS AND WIRING SLEEVES PRESSURE SUPPLY LINES (3 INCHES AND SMALLER): 18 INCHES PRESSURE SUPPLY LINES (LARGER THAN 3 INCHES): 24 INCHES NON-PRESSURE LINES: 12 INCHES CONTROL WIRE: SAME AS PRESSURE SUPPLY LINE LINE CLEARANCES PROVIDE NOT LESS THAN 4 INCHES CLEARANCE BETWEEN EACH LINE AND NOT LESS THAN 6 INCHES CLEARANCE BETWEEN LINES OF OTHER TRADES, UNLESS OTHERWISE NOTED. DO NOT INSTAUL PARALLIEL LINES DIRECTLY OVER ANY OTHER LINE. BACKFILLING INITIAL BACKFILL: CLEAN, FINE GRANULAR MATERIAL AS APPROVED BY OWNER'S REPRESENTATIVE COMPACT TRENCH BACKFILL TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL. RESTORE TO ADJACENT GRADE, FREE OF DIPS, DEPRESSIONS, HUMPS OR OTHER IRREGULARITIES. COMPACTING BY TRUCK OR OTHER VEHICLE IS NOT PERMITTED. REPLACE AND RESTORE ALL SURFACES TO ORIGINAL CONDITION WITH NEW SOD. INSTALLATION ALL PLASTIC PIPE AND FITTINGS SHALL BE INSTALLED IN COMPLETE ACCORD WITH MANUFACTURER INSTRUCTIONS FOR IT. INSTALL BACKFLOW ASSEMBLIES IN SHRUB AREAS AT MINIMUM HEIGHT PERMITTED BY LOCAL CODE. ROUTING OF PRESSURE SUPPLY LINES AS INDICAlED ON DRAWINGS IS DIAGRAMMATIC. INSTALL LINES (AND VARIOUS ASSEMBLIES) TO CONFORM TO DETAILS ON PLAN. INSTALL ALL SPECIFIED ASSEMBLIES IN ACCORDANCE WITH THE DRAWINGS. PIPE UPSTREAM OF IRRIGATION ASSEMBLIES (REMOTE CONTROL VALVES, GATE VALVES, BACKFLOW PREVENTER, ETC.) IS EQUAL IN DIAMETER TO DOWNSTREAM PIPING OF IRRIGATION ASSEMBLIES. IF NECESSARY ADD REDUCED BUSHING TO BRING PIPING DIAMETER TO IRRIGATION ASSEMBLIES SIZE. BRASS PIPE AND FITTINGS: ASSEMBLE USING TEFLON TAPE APPLIED TO MALE THREADS ONLY. PLASTIC PIPE AND THREADED FITTINGS: ASSEMBLE USING TEFLON TAPE APPLIED TO MALE THREADS ONLY. TAPE AUL OPEN ENDS OF PIPE DURING INSTALLATION TO PREVENT ENTRY OF ANY FOREIGN MATTER INTO THE SYSTEM. QUICK COUPLING VALVES: UNLESS OTHERWISE INDICATED, LOCATE VALVES WITHIN 12 INCHES OF HARDSCAPE. CONTROLLERS: VERIFY EXACT LOCATION WITH OWNER'S REPRESENTATIVE PRIOR TO' INSTALLATION. BACKFLOW PREVENTION UNIT : VERIFY EXACT LOCATION WITH CMWD BACKFLOW SPECIALIST. SPRINKLER HEADS: SHRUB HEADS SHALL BE INSTALLED AS NOTED ON DRAWINGS. ELEVATE FULL HEADS IN LAWN AREAS TO A MINIMUM OF 3 INCHES ABOVE GRADE. ELEVATE HEADS ALONG CURBS, WALKS, PAVING, ETC., 1 /2 INCH ABOVE GRADE IN LAWN AREAS. LOWER RAISED HEADS WITHIN 10 DAYS AFTER NOTIFICATION BY THE OWNER. PIPING BENEATH PAVEMENT PIPING UNDER PAVEMENT SHALL BE INSTALLED WITHIN A P.V.C. SCHEDULE 80 SLEEVE. THE SLIEEVE SHALL HAVE A MINIMUM 1" CLEARANCE FROM THE MAIN LINE AND SHALL EXTEND A MINIMUM OF 3 FEET BEYOND SUCH PAVEMENT. IN-LINE FITTINGS, INCLUDING COUPLINGS, SHALL NOT BE PERMITTED UNDER PAVED SURFACES EXCEPT WHERE THE LENGTH OF THE LINE UNDER PAVING IS 20 FEET OR GREAlER. THE END OF SLEEVE SHALL BE CAPPED HAND TIGHT UNTIL PIPING IS LAID. SLEEVES UNDER EXISTING PAVEMENTS MAY BE INSTALLED BY JACKING, BORING OR BY HYDRAULIC DRIVING, EXCEPT AS OTHERWISE SPECIFIED OR DIRECTED. SECURE OWNER'S PERMISSION PRIOR TO CUTTING OR BREAKING EXISTING PAVEMENTS. MAKE COMPLETELY CLEAN CUTS USING POWER SAWS, AT APPROVED LOCATIONS ONLY. REPLACE AND RESTORE ALL SURFACES TO ORIGINAL CONDITION, INCLUDING GRADE AND LANDSCAPING. RESTORATION WORK SHALL MATCH THE ORIGINAL WORK IN EVERY RESPECT, INCLUDING TYPE, STRENGTH, TEXTURE AND FINISH. SLEEVES SHALL BE INSTALLED A MINIMUM OF 6" BENEATH THE BOTTOM OF THE PAVEMENT SUBGRADE AND AT LEAST AS DEEP AS PIPING REQUIRES. PROVIDE AND BACKFILL A MINIMUM OF 6' OVER AND UNDER ALL SLEEVES LOCATED UNDER PAVED AREAS. A COMPACTION TEST IS REQUIRED TO CONFIRM 95,: RELATIVE DENSITY. COORDINATE INSTALLATION OF PIPING AND WIRES UNDER PAVED AREAS WITH OTHER TRADES. IF THE ONLY PIPING INSTALLED IS OVER 20 FEET LONG; PRESSURE TESTING IS REQUIRED FOR THAT SECTION AT THE TIME OF INSTALLATION. UPON COMPLETION OF PIPING INSTALLA~IGN, THE ENTIRE SYSTEM MUST BE TESTED. CONTROL WIRES LOCATED BENEATH PAVED AREAS SHALL BE INSTALLED IN A SEPAIRAlE SCHEDULE 80 P.V.C. SLEEVE. IF WIRE UNDER PAVED AREAS CANNOT BE CONTINUOUS, ALL SPLICES SHALL BE ENCLOSED IN AN APPROVED BOX. VALVES AND VALVE BOXES VALVES AND VALVE BOXES SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS AND DETAILS. THE TOP OF THE VALVE BOXES SHALL BE 2• ABOVE FINISH GRADE IN GROUND COVER AREAS AND 1" ABOVE FINISH GRADE IN LAWN AREAS. INSTALL EACH REMOTE CONTROL VALVE AND QUICK COUPLING VALVE IN A SEPARATE VALVE BOX AND ALLOW AT LEAST 24" BETWEEN VALVE BOXES. FILL AREA UNDER BOX WITH MINIMUM OF 3 CUBIC FEET OF PEA GRAVEL BEFORE BOX IS INSTALLED. COMMON BRICKS SHALL BE PLACED BENEATH EACH CORNER OF RECTANGULAR VALVE BOXES FOR STABILIZATION. IDENTIFICATION: ATTACH IDENTIFICATION TAG SHOWING VALVE NUMBER ON EACH SOLENOID "PIGTAIL" FOULOW THE SAME PROCEDURE WHEN USING MOISTURE SENSING UNITS, ADDING "MS" OR LETTERS NOTING THE TYPE OF EQUIPMENT. TAGS SHALL BE MANUFACTURED OR POLYURETHANE BEHR DESOPAID, YELLOW IN COLOR WITH BLACK LETTERS 2-3/4 INCHES BY 2-1/4 INCHES. LOW VOLTAGE WIRING PLACE WIRING IN THE SAME TRENCH AND ALONG THE SAME ROUTING AS THE PRESSURE SUPPLY LINES UNLESS OTHERWISE APPROVED. INSTALL WIRING PRIOR TO MAIN LINE WHENEVER POSSIBLE. WHEN MORE THAN ONE WIRE IS PLACED IN A TRENCH, TAPE WIRES TOGETHER AT A MAXIMUM 12 FIEET ON CENTER. AN EXPANSION CURL SHALL BE PROVIDED WITHIN THREE (3) FEET OF EACH WIRE CONNECTION. EXPANSION LOOP SHALL BE OF SUFFICIENT LENGTH AT EACH SPLICE CONNECTION, AT EACH ELECTRICAL CONTROL VALVE SO THAT IN CASE OF REPAIR THE VALVE BONNET MAY BE BROUGHT TO THE SURFACE WITHOUT DISCONNECTING THE CONTROL WIRES. AN EXPANSION CURL SHALL BE PROVIDED EVERY 100 FEET IN RUNS DF MORE THAN 100 FEET IN LENGTH. PROVIDE LOOPED SLACK AT VALVES AND CHANGES IN DIRECTION OF 90 DEGREES. USE A CONTINUOUS WIRE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. EXCEPT AS OTHERWISE APPROVED, DO NOT SPLICE WIRE AT ANY POINT. ALL APPROVED SPLICES SHALL BE ENCLOSED IN AN ACCEPTABLE BOX. EACH CONTROLLER SHALL BE PROVIDED WITH SEPARATE GROUND WIRE. SYSTEM FLUSHING AFTER AUL SPRINKLER PIPE LINES AND RISERS ARE IN PLACE AND CONNECTED, AND PRIOR TO INSTALLATION OF SPRINKLER HEADS, TIHOROUGHLY FLUSH ALL LINES WITH A FULL HEAD OF WATER. DO NOT INSTALL SPRINKLER HEADS UNTIL LINES HAVE BEEN FLUSHED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE SYSTEM ADJUSTMENT VALVES: ADJUST FLOW CONTROL FDR PROPER OPERATION. HEADS: ADJUST FOR ALIGNMENT AND COVERAGE. IF IT IS DETERMINED THAT COVERAGE CAN BE IMPROVED BY A NOZZLE CHANGE, MAKE SUCH CHANGES OR ARRANGE WITH THE MANUFACTURER TO HAVE CHANGES MADE, AS PART OF THE WORK OF THIS SECTION. MAKE CHANGES PRIOR TO ANY PLANTING. PRESSURE TESTS PROVIDE AUL EQUIPMENT NECESSARY TO TEST SYSTEMS, INCLUDING FORCE PUMP. PERFORM ALL HYDROSTATIC TESTS IN PRESENCE OF THE OWNER'S REPRESENTATIVE AND CITY INSPECTOR. TEST ALL PRESSURE SUPPLY LINES UNDER HYDROSTATIC PRESSURE OF 150 P.S.I. FOR A PERIOD OF 4 HOURS, UNLESS OTHERWISE APPROVED. DO NOT BACKFIUL OVER ANY LINE MORE THAN IS NECESSARY FOR TIESTING, UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED. DO NOT INSTALL REMOTE CONTROL VALVES, QUICK COUPLERS OR ANY OTHER VALVE ASSEMBLY UNTIL TESTING IS COMPLETED AND APPROVED. COVERAGE TESTS OF THE OWNER'S REPRESENTATIVE AND CITY INSPECTOR TEST SYSTEM TO ASSURE THAT ALL PLANTING AREAS ARE WATERED COMPLETELY AND UNIFORMLY. MAKE AUL NECESSARY ADJUSTMENTS, INCLUDING REALIGNMENT OF HEADS, TO PROVIDE REQUIRED COVERAGE AS DIRECTED BY OWNER'S REPRESENTATIVE EXISTING TREES ROOTS 2 INCHES AND LARGER IN DIAMETER, EXCEPT DIRECTLY IN THE PATH OF PIPE OR CONDUIT, SHALL BE A DITCHING MACHINE IS RUN CLOSE TO TREES HAVING ROOTS SMAULER THAN 2 INCHES IN DIAMETER, THE WALL OF TREE SHAILL BE KEPT SHADED WITH BURLAP OR CANVAS. OPERATING INSTRUCTIONS TRAIN THE OWNER'S REPRESENTATIVE MAINTENANCE PERSONNEL IN PROPER OPERATION OF ALL MAJOR EQUIPMENT, INCLUDING RECOMMENDED WINTERIZATION PROCEDURES. PROVIDE THIS TRAINING AT THE OWNER'S CONVENIENCE. SUBMIT WRITTEN EVIDENCE THAT TRAINING HAS BEEN SUCCESSFULLY COMPLETED. CLEANUP UPON COMPLETION OF THE WORK, RESTORE GROUND SURFACES TO REQUIRED ELEVATIONS AND REMOVE EXCESS MATERIALS, DEBRIS AND EQUIPMENT FROM THE SITE TO SATISFACTION OF OWNER'S REPRESENTATIVE DIG ALERT DIAL TOl.l. FREE ~ 1-800-422-4133 ~~.,. "'' --• IIIMCE M.IIIT Of' 9aU1Mllllll CII.Rllli\ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE _______ _ REVIEWED BY: INSPECTOR DA1£ DA1£ t---+-----+-----------+--+---1--+-~ I S~ET I CITY OF CARLSBAD I SH~TS I '.:::t;.1==::..'.===:::::PL::A:::N::::N:::IN::::G=D:::E::P:::A::::R:::TM:::E::N::::T===--=:='-"=~ 11'.1'.IGAilON SPECIFICAilONS Madison Square l----lf---+-----------+---<f------1----1---11 APPROVED rt:..k(_C:r:-J::\1-Jl-____ 'T-14 ..o'f I _ PLANNING DA 1£ . DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: --WO()_ I CHKD BY: WDG_ RVWD BY: ....WDG PROJECT NO. MS 04-17 I DRAWING NO. _ 451-1 L - 14-ar 11 ' 5g l1. ~ !I , • g • ~ •• 'l g &-@ 1g :24-* 1g --.----.-.--._,_.7pb;~·•"···•··~• . ..-T=0~:•,."•":"""",r"::=::::~::, ... ~,'° .. ~ ..... -... 7, ·· --:1 s,:--lEl-f-![ ejj--, e ... :••:•:•: .. _. ..................... . _·_-.. 1 ",'.V,_x'. .. _ ~~ 1 1 >;j,11Jfi'7 ~ c=, .," / -.~;q~ ~ , , ,; ' < -:):.: E,- ' >~: , ; I -)<1 -' / )~ I 1-C, S&"b 1Sg 14-Fr 1g / ,-·-···· /_\ 'Sg / .,../._ C.s C.upressus sempervirens "Tiny Towers" Sr striletzia reginia -Sirds or Paradise PJ..ANTING PJ..AN PJ..ANTING DE:T AIJ..S 1. 3" TEt---lPORARY BERt-" 2. 4" DIA PERF. TUBE Y"RAP Y"tlTH FILTER FABRIG 3 -FOR 36' BOX; 4-FOR 4B"BOX..- 3. 3" OF ()R!SANIG MULCH (UNLESS IN TURF) 4 . N~ RUBBER HO.:.E OvER l""!IRE AT POINT Of CONHEGTION S. 4" PEELER POLE DEADMAN LU/ 1/2X4" EYE BOLT b. "'3 REBAR 15" 1 . FERTILIZEq__ TAB -PER SPEG. B. AMENDED BACKFILL l"ILX PEq__ SPEC. 9. REGOMPAGTED NATVE SOIL 10. TRUNK GUARV IF PLANTED IN MOY"tED TURF 11. (3) DOUE31. .. E STRAND G-Al..V. Y"tlRE (Bb"60X-~12SoA: 4B"-"'10G-A) 1:Z. 1/:1'' BRO..-.iN LINE PVC.. PIPE Sl..EEYE 13 ltlRNBUC..KLE 14 RECTANGULAR PLANTING PIT -Y'!.OTH 4X2X-BOX SIZE; DEPTH 1-1/2-BOX SIZE T~ee GUYING T~ee ST .Al<ING Dwarr Italian cypress 0 & I I-= I I T I I= Ii 1-1 I 11111 I -, 1=-1 =1 ·-:::1 1 =I I_ ---=,11_[= -I--I --1-1 -1-· I 1 n-·-1 ---1 i-' -1-i-·-1 = -I~ -1 = _ = -1-1 1 3" TEMPORARY BERr-,,1 2 AMENDED 6AGKf ILL M IX P~ SPEC... :l 3" OF O~GANIC. MULC..H (UN-ES~ IN TV"F) 4 . FERTILIZER TAB5 -PER 5PEG5 5 REC.OMPAGTED NATIVE ~IL 6. Pl.}t,.NTING PIT -~IDTH ::?x-~OTBALI.. ~ DEPTH 1-1/2><-ROOBALL SHRUS PL.ANTING r~~····-·· .. ·· -r-c~ ~:283 SCALE 1" = e,·& NORTH -Root Ball- 4" Ba5in Berm .--1-1----Root Barrie r ~OOT S.A~RIE:R J.. 18 in. 1S-* Sg _ 1:2-Z sg • / _ \ Edge of Planting A~~~ t • • •-----~-lg♦i~acing -VV\ _ vvv . /_ _ I I \. \ \ \ \ \ ~qua! ., ........ : .. • u l , C Spacing Note: All hand planted ground covers and shrubs planted as ground covers shall be planted in this triangular pattern at the equal c:tistances called for in the plant legend. MASS PL.ANTING N O T ES p L .A N T L e G e N D 1. ALL BOXED SPECIMEN TREES ARE SIZED FOR B ID PURPOSES AND MAY BE REDUCED IN SIZE TO 24" BOX. Symbol eotanic.al Name c.ommon Name Size ~emarks symbol TREES B Bambusa oldhamii Timber Bamboo 15 gallon min 3 tall stalks * 5 gallon min 2 tall stalks @ a Fb Fie.us benjamina V'leeping Fig 15 gallon planted in urn G Gassia leptophylla Golden Madill ion 36" Box Mu lti trunk(guyed) C Tree L* Lophostemon conferta Brisbane Box 24" Box Matched (staked) am p Phoenix roebelenii Pigmy Date Palm 15 gallon triple planted in urn ar T Tupidanthus calyptratus 15 gallon Full and good color ~ cm F icus reptans Greeping Fig 1 gallon Point leaders at wall GROUND GOYER r/8/J Ophiopogon japonic.um Mondo Grass flatted Material @ 12" o.c. eotanic.al Name SHRUBS Agapanthus 'Peter Pan' Agapantus 'Summer Gold ' Ganna Asparagus meyeri Asparagus retrofractus Garex tumu lic.ola Gamellia japonica 'Bob Hope' Garrisa macrocarpa Clivia minata zantedeschia aeth iopica C.ommon Name Dwarf Lily of the Nile hybrid Lily of Nil e Meyer's Asparagus Pom-pom Asparagus Berekeley Sedge Natal Plum Kaffir lily Galla L ily Size 1 gallon 1 gallon 1 gallon 5 gal lon 5 gallon ~emarks planted in Pot/Urns 50/50% Topaz/Panache Full min. 4 tails full 4"pots @12"o .c. full clumps 5 gallon Full 4 good c.olor 5 gallon 1 gallon 5 gallon full 4 good c.olor planted in pot :s It DEC.10,:2001 Garlsbacl Ga 160 -434-2152 2 . ALL GROUND PLAIN PLANTING AREAS 4 THE TOP Of ALL URNS SHALL RECEIVE A L AYER Of =MMERGIAL GRADE ORGANIC MULCH 3 INCHES THICK. 3. ALL PLANTS THAT HAVE AN ASTERISK BY THEIR SYMBOL IN THE PLANT LEGEND 1/'ilLL RECEIVE A ROOT BARRIER BETV'iEEN THE ROOTBALL AND ADJACENT HARDSGAPE. SEE DETAIL AND SPECIFICATION. 4. PRIOR TO START OF LANDSCAPE V'iORK CONTRACTOR SHALL GALL ARCHITECT FOR REVIEV'i OF FINAL UTILllY PLAGMENTS 4 PLANTING AD..IJSTMENTS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BUil T" TI TLE RE~VIE D BY: ~ 4r-~it: INSPE 6-11-10 DATE DAlE 1----+---+-------------+---+--t---t----t I SH,EET I CITY OF CARLS BAD I SHEETS I PLANNING DEPARTMENT 8 ~==-=======:::::::::'===::::::::::::====='-'==:::::: Pl..ANTING PL.AN Madison Square l----+--+------------,---+--+-----+----1 I APPROVED li--i(<r:-£:::L.:it: _ PLANNING DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: _l'l'DG CHKD BY: WDG RVWD BY: \IIIQG I PROJECT NO. _ MS 04-17 i • IZ·I-S> DATE I DRAWING NO. 451-1L -J:::- l.n -... I ...... r- .. ..,.------------------,.-----u'TI«ciui''Of"iJJORK:--------------------------------------------------------------------==--~~------.33fD~E~EfP1W~A~TiE£RLJL]E~AfC!JHitlN~Gt::--------------------~:~::::::-:~::::-:::::::::~:~-l ........,.. 1.7 LAYOUT OF WORK: E. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE t- 1 1 -= PART 2 _ PRODUCTS .6 PLANTS SHALL BE SUBJECT TO INSPECTION, AND APPROVAL OR A. AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION HERETO FORE SPECIFIED CONDITIONER AND SOIL PLANTING BACKFILL. NO 1.1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SUMMARY 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: IRRIGATION SECTION 02441 1.3 SUBMITTALS: UPON BEING AWARDED THE PROJECT, CONTRACTOR MUST SUBMIT LIST OF SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS WITH QUANTITIES OF EACH WITHIN 15 OR DAYS FROM AWARD CONTRACT. 1.4 GUARANTEES AND REPLACEMENTS: . 1 SHRUBS, VINES, AND GROUNDCOVER SHALL BE GUARANTEED TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR NINETY (90) DAYS, WHICHEVER COMES FIRST. .2 ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEAL THY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE PROJECT. IF TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE. .3 ALL PLANTS FOUND TO BE DEAD AND All PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (14) DAYS. .4 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 ORIGINALLY SPECIFIED, AT NO COST TO. 1.5 OBSERVATION: .1 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. .2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: A. PRE-CONSTRUCTION MEETING (COORDINATE WITH CITY INSPECTOR 760-815-6708) B. INCORPORATION OF SOIL CONDITIONERS AND FERTILIZERS INTO THE SOIL. C. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. D. APPROVAL OF PLANT MATERIALS E .WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. F. ORIENTING SPECIFIED TREES. G. VERIFICATION OF FINISH GRADES. H. APPLICATION OF PRE-EMERGENT HERBICIDE. I. PRE-MAINTENANCE OBSERVATION J. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS 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. K. FINAL OBSERVATION TO BE HELD AT THE COMPLETION OF THE MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE ONE-YEAR GUARANTEE OF ALL TREES. .3 ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING, (1) WHETHER THE WORK IS ACCEPTABLE; AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE OWNER .4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH OBSERVATION. 1.6 MAINTENANCE: .1 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK ON THIS PROJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALENDAR DAYS. .2 THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPT ANGE OF THE WORK. .3 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS AND LAWNS SHALL BE KEPT IN A HEAL THY, GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, ALL OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. ALL PLANTS FOUND TO BE DEAD IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS. .4 FERTILIZER (COMMERCIAL): 7-9-4 WITH CHELATED MINERALS SHALL BE APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 30 DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE APPLICATION RA TE. .5 THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE OR WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. .6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR AND SHALL EMPLOY, AT HIS OWN EXPENSE, A REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING SYSTEM AND APPLICATION OF SOIL CONDITIONING, ALL AREAS SHALL BE PLANT EXCEPT GROUNDCOVER SHALL BE PLANTED WITHIN THREE (3) FEET REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT 2.1 SOIL AMENDMENT AND FERTILIZER: PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS DEEP WATER LEACHED AND COMPACTED AND SETTLED BY CONTINUOUS OF SPRINKLER HEADS. NO TREE SHALL BE PLANTED WITHIN SIX (6) FEET OF THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET AND INJURIES. APPLICATION OF IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A SPRINKLER HEADS. FOR CONSTRUCTION AND THE CERllFICATION OF FINISH GRADES WITH .1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC MINIMUM OF SIX INCHES OF WATER. CIVIL ENGINEER DRAWINGS. FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH .7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS F. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON UNDISTURBED GRADE, SO THAT THE CROWNS OF THE ROOT BALLS ARE 1" ABOVE SURROUNDING FINISH GRADE AFTER SETTING THE PLANTS, THE REMAINING BACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND SETTLES AROUND EACH ROOT BALL TO FILL ALL VOIDS. 1.8 GENERAL REQUIREMENTS: .1 THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES, SHRUBS AND GROUNDCOVERS. .2 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE . .3 ALL ROCKS 1" OR LARGER, AND OTHER GROWTH OF DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING. . 4 PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. .5 GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED .6 ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. . 7 QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE DNL Y, AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. .8 ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING AND GRADING OPERATIONS. .9 SPECIMEN TREE SELECTION: A. ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLED OUT ON DRAWINGS 15-GALLON AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. B. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. C. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES 24" BOX SIZE AND LARGER TAGGED AT THE NURSERY AND/OR AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS. .10 REJECTION AND SUBSTITUTION: A. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WEATHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANTS MATERIAL SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT & CITY INSPECTOR. .11 UTILITIES: A. ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE iNSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES. 1.9 INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: . 1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE- MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIALS, COMPARING THE TOTAL AREA AND/AND OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. . 2 UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET. THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED .3 RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE REPRESENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN BY THE CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN THE PRESENCE OF THE CONTRACTOR, SHALL INDICATE ON THE PLANTING PLAN WHERE SOIL SAMPLES SHALL BE TAKEN. CONTRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY(PRE-APPROVED BY THE CITY). SOIL TEST SHALL CONSIST OF SOIL FERTILITY AND AGRICULTURAL SUITABILITY CONFORMING TO THE METHODS OF THE UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION AND USDA, ALONG WITH RECOMMENDATION FOR CORRECTING ANY DEFICIENCY IN THE SOIL. RECOMMENDATIONS SHALL BE SUBMITTED TO THE ARCHITECT AND THE CITY FOR APPROVAL .4 A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TOA CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. .5 AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL BE TAKEN BY ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR TESTING OF EGE AND PH. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INORGANIC AMENDMENT SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL B. AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES SHALL THAT RESISTS FURTHER BREAKDOWN, PH OF 5.5 TO 6.5, SALINITY OF 3.0, WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE, VARIETY BE TAKEN BY ARCHITECT AND SUBMITTED TO SOIL LABORATORY FOR ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90%, NON-IONIC AND COST. ALL SUBSTITUTIONS ARE SUBJECT TO BOTH THE ARCHITECT'S & TESTING. SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS: WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.5%. (LOAMEX, THE CITY INSPECTOR'S WRITTEN APPROVAL. THE ARCHITECT WILL NOT ECE-MAXIMUM 3_0 X 10.3 WIL-GRO, LIFE FOREST HUMUS). SIGN OFF ON THE INSTALLATION IF SUBSTITUTIONS ARE MADE W/O HIS PH_ MAXIMUM 7 _5 APPROVAL .2 GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO 2H20) WITH MINIMUM 80% GRADE CONTAINING 14% .8 QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK COMBINED SULFUR. SHOWN ON DRAWINGS. .3 IRON SULFATE (EXPRESSED AS METALLIC) 19°/4 OF QUALITY APPROVED BY .9 THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ARCHITECT. ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE .4 SULFUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED BY ARCHITECT. SAMPLE . .5 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL .10 IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT THERE SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT. CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: .11 GROUNDCOVER PLANTS SHALL BE HEAL THY, VIGOROUS ROOTED NITROGEN 1.0% MINIMUM PHOSPHORICACID 10.0% MINIMUM POTASH 10.0% MINIMUM .6 FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 21.0% MINIMUM PHOSPHORIC ACID 0.0% MINIMUM POTASH 0.0% MINIMUM .7 FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UMFORM IN COMPOSITION, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 16.0% MINIMUM PHOSPHORIC ACID 20.0% MINIMUM POTASH 0.0% MINIMUM .8 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD NITROGEN 7.0% MINIMUM PHOSPHORIC ACID 9.0% MINIMUM POTASH 4.0% MINIMUM .9 PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 20.0% MINIMUM PHOSPHORIC ACID 10.0% MINIMUM POTASH 5.0% MINIMUM .10 SOIL ENHANCER SHALL BE SAVRON. 2.2 PLANTING BACKFILL: PLANTING BACKFILL SHALL BE FINALIZED WITH THE RECOMMENDATIONS FROM THE SOIL ANALYSIS. PRELIMINARY SPECIFICALTION ARE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE: SOIL CONDITIONER 113 CU. YD. SITE SOIL 213 CU. YD. IRON SULFATE 1 LB./PER CU. YD. OF MIX GYPSUM 10 LBS./PER CU. YD. OF MIX 2.3 STAKING MATERIALS STAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH . 2.4 GUYING MATERIALS: . 1 GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO. 12 GAUGE. .2 ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL BE 4 INCHES X 4 INCHES OF SOLID LUMBER, 1' -6" IN LE~GTH. .3 HOSE FOR COVERING WIRE SHALL BE 2-PLY REINFORCED RUBBER, USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 112 INCH IN DIAMETER. .4 FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING, 118 INCH IN DIAMETER AND FOUR FEET LONG, OF UNIFORM THICKNESS. . 5 TREE TIES SHALL BE BORDON CINCH-TIE OR APPROVED EQUAL. 2.5 PLANT MATERIALS: • .1 NOMENCLATURE: THE BOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "AN ANNOTATED CHECK LIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA, OREGON, AND WASHINGTON", PUBLICATION NO. 4091, PRINTED 1979AND "AN ANNOTATED CHECK LIST OF ORNAME~TAL PLANS OF COASTAL SOUTHERN CALIFORNIA", PUBLICATION NO. 3276, PRINTED 1982, BOTH PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES. SEE LIST OF PLANT MATERIAL ON DRAWINGS. .2 QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK . THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS. INSECT EGGS AND MEET OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT. CUTTING GROWN IN FLATS UNTIL TRANSPLANTING . .12 PRE-EMERGENT HERBICIDE SHALL BE SUR.FLAN, TREFLAN, DYMID OR EQUAL. .13 WEED ERADICATION SPRAY WILL BE ROUNDUP. PART 3 -EXECUTION 3.1 SITE PREPARATION AND WEED ABATEMENT: .1 GRUB AND CLEAN PLANTING ARE, REMOVING DEBRIS AND ROCK AND ERADICATING WEEDS. .2 WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK . 3.2 WEED ABATEMENT .1 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS, ROCKS AND EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21-0-0 PER ACRE. .2 WATER ALL AREAS EVERY DAY FOR TWENTY-ONE (21) CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS AND SPRAY NON-A SELECTIVE HERBICIDE "ROUNDUP" TO ERADICATE GERMINATED WEEDS. TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7-10 DAYS. . 3 RAKE AND HAUL OFF ALL DEAD WEEDS TO 1/2 INCH BELOW THE SURFACE OF THE SOIL. .4 IF PERENNIAL WEEDS OR GRASSES STILL EXIST, RE-WATER EVERY DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH APPEARS. RE-APPLY A NON-SELECTIVE HERBICIDE. REMOVE WEEDS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO KILL. 3.3 SOIL CONDITIONING, FERTILIZING AND ROTOTILLING: .1 FOR AREAS LESS STEEP THAN 2:1: AFTER THE AREAS HAVE BEEN DEEP-RIPPED, THE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF TWO ALTERNATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL. THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE ARCHITECT. A. SOIL CONDITIONER 5 CU. YD. PER 1,000 SQ. FT. SOIL SULFUR 10 LBS. PER 1,000 SQ. FT. IRON SULFATE 20 LBS. PER 1,000 SQ. FT. GYPSUM 250 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. FERTILIZER (COMMERCIAL): 6-20-20 SHALL BE APPLIED AT THE RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. C. SARVON SHALL BE APPLIED AT THE RA TE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SAR.VON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED . .2 FOR AREAS 2 1 AND STEEPER: AFTER THE AREAS HAVE BEEN ERADICATED OF WEEDS AND FINISHED GRADED, THE FOLLOWING RATES OF SOIL CONDITIONING MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS. NO SCARIFYING OR ROTOTILLING SHALL BE COVERED . A. GYPSUM 250 LBS. PER 1,000 SQ. FT . SOIL SULFUR 10 LBS. PER 1,000 SQ. FT. IRON SULFATE 20 LBS. PER 1,000 SQ. FT . RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. $ARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SAR.VON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. A PERCENT OF ORGANIC MATTER SOIL TEST AFTER LEACHING MAY BE REQUIRED BY ARCHITECT. C. RE-APPLICATION OF SOIL AMENDMENT AND LEACHING OPERATION SHALL BE REPEATED BY CONTRACTOR IF TESTS SHOWA NEGATIVE RESULT. EXPENSE OF TEST, RE-APPLICATION OF A SOIL AMENDMENT AND LEACHING OPERATION SHALL BE BORNE BY CONTRACTOR. D. DEEP WATER LEACHING SHALL BE DONE PRIOR TO THE APPLICATION OF THE COMMERCIAL FERTILIZER 6-20-20. E. NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS BEEN GIVEN BY THE ARCHITECT IN WRITING. F. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR SLUFFING OF SOILS. G. ALL DEPRESSIONS, VOIDS, EROSION SCARS, AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE. 3.4 FINISH GRADING: .1 FINISH GRADES SHALL BE AS INDICATED ON CIVIL ENGINEER'S AND LANDSCAPE DRAWINGS. .2 FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER-COMPACTED AND SETTLED SURFACE GRADES AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEER'S DRAWING. UNLESS OTHERWISE NOTED. FINISH GRADE SHALL BE 2" BELOW ADJACENT FINISH PAVING SURFACES IN GROUNDCOVER AREAS AND 1" BELOW IN LAWN AREAS. .3 FINISH GRADES HALL BE MEASURED AT THE TOP SURFACE OF SURFACE MATERIALS. .4 MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. .5 ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING, AND ALL OTHER OPERATIONS, SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED . .6 THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING AND GRADING CONDITIONING OPERATIONS. .7 FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS, AND CATCH BASINS. .8 FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. .9 PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN TWO (2) PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. 3.5 PLANTING: .1 THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF GROUNDCOVER TO BE PLANTED SHALL BE APPROVED ON THE SITE BY THE ARCHITECT, PRIOR TO THEIR PLANTING. ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE PLANTING MAY BE SELECTED BY THE ARCHITECT. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. .2 PLANTING TREES, SHRUBS, AND VINES: A. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE, IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. B. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, AND BEDS. C. EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT. D. PLANTS IN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING VERTICALLY ON OPPOSITE SIDES OF EACH G. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH ROOT BALL. H. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE, LOCATED AS PER MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING RATES: (1 )-5 GRAM TABLET PER LINER AND FLAT SIZE PLANT (1)-21 GRAM TABLET PER 1-GALLON CONTAINER. (3)-21 GRAM TABLETS PER 5-GALLON CONTAINER. (5)-21 GRAM TABLETS PER 5-GALLON CONTAINER. (1) -21 GRAM TABLET PER EACH 3" OF BOX SIZE. I. NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS BROKEN OR CRACKED. EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION. J. ALL PLANTS SHALL BE THOROUGHLY WATERED INTO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. K. ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED WITH TWO LODGE POLE STAKES, DRIVEN INTO THE GROUND ON THE SIDES OF THE TREE PERPENDICULAR TO THE PREVAILING WINDS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREES ROOTS OR ROOT BALL. TREE TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE 8'S WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THE DIAMETER OF THE TREE AND BY TACKING THE BACK OF THE TIE TO THE STAKE. (SEE DETAILED DRAWINGS). L. ALL TREES SPECIFIED TO BE GUYED SHALL BE GUYED AS DETAILED. M. THE STAKING AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO INSURE THE PROPER AND HEAL THY GROWTH AND SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC. N. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS, AND VINES. 0. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS OVER 314 INCH DIAMETER SHALL BE PAINTED WITH APPROVED TREE SEALANT. P. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED AND PLANTED WITH A CRANE. Q. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLE. .3 PLANTING GROUNDCOVERS A. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. B. ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRAWINGS. C. THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS AND A PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE, AS PER MANUFACTURER'S SPECIFICATIONS, AND SHALL BE IMMEDIATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES. D. THE GROUNDCOVER PLANTING AREA SHALL BE HAND-SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE. E. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED . 3.6 HERBICIDE APPLICATION: PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCOVER AREAS ONLY, AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY IN LAWN OR HYDROSEED AREAS. ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION. 3. 7 CLEAN-UP AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO PLANTINGS. CAN WITH NURSERY CAN OPENERS, TIN ....-------------------------;------::---------;:;------1 "AS BUILT" SNIPS, OR OTHER APPROVED INSTRUM- ENTS FOR THIS PURPOSE. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREA OR FROM THE SITE DAILY. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE DATE REVIEWED BY: INSPECTOR DATE .3 CONTAINER STOCK (1-GALLON, 5-GALLON, 15-GALLON, AND BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINED PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. I S~ET I CITY OF CARLSBAD 1-----1----l-----------------+---t---t----t-------j '-' PLANNING DEPARTMENT 1---1--------J.-----------t--t---t--t----1 .4 PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. .5 INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANS TO SITE. Carlsbad Ga 160 -434-2152 PL.ANTING SPl:CIFICATIONS Madison Square !---1----11 APPROV~D~:u ~-_(::::l\_.ei(__ "(.\•\---j' I t====+====t=============================t====+==~-t--t----J ~-:::PLA::::N;:N:;:IN::G=::;;;;:::::;-;:==;:::::::::::::::::=:::::=~:;:::::D:=.A::,TE~~- DWN BY: __ WDG_ PROJECT NO. DRAWING NO. CHKD BY: WDG MS 04-17 451-1L RVWD BY: . .WDG OATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL • -r