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DWG 531-5L; CDP 2020-0027; MATTHEW RESIDENCE; 01-08
MATTHe~ I I ~~ I -lt-,~~~-411 0' I ~ I -~ ________________ __, F<.H!:AD UTIL.ITIES EXISTIN$ FENCE OFF SITE " ~ ✓ ~ .. " '3~ ·--. r-, " "'· -. 't _J~ " "$·.,</ I • , 5 5 1 1 D r I i' ' Eil'lEF<. SEF<.VICE (EXIStlNG) l l ru :~=~v~: -{l (E!XISTINGL) S' ' e ONC. GAF<.DEN L.S l j j(SY OTHel'<.S{ _./ (BY O Hel'<.S) I .;; L..os fi(.06L..es V e CAfi(.L..S6AD CAL..lfOfi(.NIA apn :210-oss-oc:i N D I Al.I. BACKFI.OJl'l PF<.eVENTEF<.6 SHALi. SE TESTED BY A CEF<.TIFleD TESTEF<. AND F<.E6Ul.. TS MUST Se <&IVEN TO THE CIT"!" AND il'<ATEF<. DISTF<.ICT. CAI.I. (160)498-.:l1.:l.:l TO OBTAIN APPl'I.OVAED CONTF<.ACT SACKFI.OJl'l TESTeF<.S. PIPE SeTJl'leeN THE MeTel'<. AND SACKFI.OJl'l PREVeNTEF<. SHALi. Be "SCHEDUI.ED K HARD COPPER". INSPE:C TION PROCl:tiURE:S: !NSPeCTION OF THe PROJeCT SHA!..!.. Be PeRFORMED SY THE l..ANDSC.APE ARCHITECT OF Jl'lORK, OF<. Hl6 DE61GNATED A<&eNT. ReFEF<. TO THe SPECIFICATIONS AND OR NOT!:6 FOR THe eCHeDUl..e OF ReQUIReD INSPECTION AND REQUIRED :!>UBMITTAJ..S. FOl..l..Oll'llN<& C.OMPI.ETION OF THe Jl'lORK, THe l..ANDSCAPe ARCHITECT OF Jl'lOl'<.K Jl'lll..l.. CeRTIFY THAT THe INSTAl..l..ATiON HA:!> BeeN C.OMPl..eTED SY eUSMITTIN<& THE "FINAi. l..ANDeCAPe CeRTIFICATION FOF<.M" A ReQUeST FOR A FINAi. l..AND6CAPE INSPECTION SY THE CIT"!" MU6T Al..60 Se MADE SY CAI.I.IN<& THE INSPECTION REQUEST !..!Ne. "FINAi. l..AND:!>CAPe CERTIFICATION FOF<.M" E-MAIi. TO: bp@dugmoredesignstudio.com l..AND:!>CAPe INSPECTION REQUEST PHONE l..lNE:160-4961S::?1 SPE:CIAL. NOTE:S: 1. A SEPARATE CIT"!" REVIEJl'l AND APPROVAi. I:!> REQUIRED FOR ANY PORTIONS OF THe6e Pl.ANS REQUIF<.IN<& A BUii.DiN<& PERMIT. CIT"!" APPROVAi. OF THeSe Pl.ANS 16 FOR l..AND:!>CAFE Pl.ANTIN<& AND IRRIGATION ON!..Y. MODULA;<. PJ..ANTI:"'- ;<.OCK ~0% COVl:1"AGI: SAGKFIJ..L. :&~!NG MeDIUM 2" CJ..l:AN C;<.USHl:P "'-OCLK 2 • S' P Pl=1"F 6"'-1:ATHl="- TUSI: FIL TI:1" FAS l'<io:AF'Pl=P , POM!!CAP F.G. N SHeeT TITL..e SHeeT NUM6eFt IN seT COVE:R I NOTeS 4 CONSTRUCTION PL.AN V'IATE:R CONSE:RVATION PL.AN PL.ANTING PL.AN 4 L.E:GE:ND PL.ANTING NOTE:S 4 DE:TAIL.S PL.ANTING SPE:CIFICATIONS IRRIGATION PL.AN 4 I..E:GE:ND IRRIGATION DE:TAII..S IRRIGATION SPE:CIFICATIONS SHE:E:T L.-1 SHE:E:T L.-.:2 SHE:E:T L.-6 SHE:E:T L.-4 SHE:E:T L.-S SHE:E:T L.-6 SHEE:T L.-1 SHEET L.-8 I hereby declare that I am the licensed designer of work for this project and that I have exercised responsible charges over the design of this project as defined in Section 6703 of the Business and Professions Code and the design is consistent with current standards. I understand that the check of project drawings and specifications by the City of Carlsbad and San Diego County Department of Environmental Health is confined to a review only and does not relieve me, as the licensed designer of work, of my responsibilities for project design. These plans have been in prepared substantial conformance with the approved landscape concept plan, water conservation plan, fire protection plan, and all conditions of approval related to landscaping. "I am familiar with the requirements for landscape and irrigation plans contained in the City of Carlsbad's Water efficient Landscape Regulations. I understand that construction drawings ore to be prepared in compliance with those regulations and the Landscape Manual. I certify that the plans have been prepared implementing those regulations to provide efficient use to provide efficient use of water" l"IIL.KINSON Dl:Sl$N <&ROUP P. 0. SOX 4.:61 C<arlsbad, CA <!.:01!, (160) 4 L..IGHTING L..eGeND --\,;<".· --""!I'/"!~~~ ~' .., I < Al.I. PF<.ODUCTS ARE FX l..UMINAIRE 4 -UP l..l<&HT FS-ZD-Sl..!:D-FS MANZANO CONSTfi(.UCTION P L..A N CONST~UCTION 1..EGEND 0 -CRUSHED ROCK -EXISTING IN STREE:T PARl<V'IAY; REDUC!:ti ARE:A OF USE: 1 -ORNAME:NTAL. ROCK -see I..EGE:ND SHT L.-6 .::2 -UTIL.ITY ROCK -see L.E:GE:ND SHT L.-6 r1/. "-,''-----STREET L.l<&HT SC.AL.I: 6/6.::Z" = 1'-0" 6 -FAUX Y'IOOD HeADE:R 1X6 V -NOTCH@ SiAR SYMBOL. FOR ORAINAGE: PIN W/#SRE:SARE: SOTH s1i:,es 4 -L.OY'I! VOL. T UP L.IGHi -NARROV'l E:XPOSURE: S -L.OY'I! VOL. T UP 1..IGHT -SOfiE:R E:XPOSURE: 6 -L.OY'I! VOL. i UP 1..IGHT -Y'l!IOE:R 4 SiRONGE:R 1 -E:L.E:CiRICAI.. TRANSFORMl:R 8 -MOOUI..AR PL.ANTeR 48" ea X 66" iAL.L. FISE:RGI..ASS; GRAY q -PL.ANTeR GROV'IING ME:OIUM SACKFII..I.. -see specs. NOTES 1 PROVIOe 51:PARATe CHAS!: FOR E:L.l:CiRICAL. L.INE:S; ARC PVC V'IHl:RE: Neer,ei:, FOR SMOOTH RUN MODUL..Afi(. PL..ANTefi(. L () n. L --~ ,,(\\'I L () ~ Ii () Carl_ebad Boulevard r () ~ s::: \\'I ~ (\) () S::: L Ii \\l·---(1)-------1 :I \) s::: () SITE__,,. E J ~ lnteretate Five ~ --~1----7 I..OCATION MAP Sl:Pi 2021 c.arlsbad Ca 1e,o -494-21s.: 5 -UP l..l<&HT QS-ZD-11.!:D-FS e, -VP l..l<&HT FS-.ZD-FS 1 -TF<.AN6FORMER l..UXOI'<. ( Cl..OUD AFP) APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" TITLE _______ _ DATE REVIEWED BY: INSPECTOR DATE t----t----1----------~ :==::'...===========-====: CITY OF CARLSBAD PLANNING DIVISION SHEETS 1..-8 DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Matthew Residence DWN BY: __B!al/ll_ CHKD BY: 'f:IN _ RVWD BY: REW PROJECT NO. L~'2021-0018 CL>P-2020-0027 DRAWING NO. DWG 5315L ---·-·---·---i--·--··----------' . ---~ : -,~ ~2--~---1 •-----~~ti~-------1 Jc = ~--~j_ ~~ , __________ ,c ________ _ . --------1----~--------------------------------·------i _________ , +~ '---/UTILITY POLE (EXISTING) I ---/;r---- A N z A CONSE~VAT 0 N N 0 F l.. A N 1 -THE PL.ANTING PL.AN HAS INCOFtPOFtATeD Y'IATEFt CONSEFtVATION TECHNICS AS PEFt THE CITY'S GUIDANCE. USING NO MASS PL.ANTING OF HIGH Jl'IIATefiit DEMAND PL..ANTINGS; GfiitOUPING PL.ANT MATE:FtlAL. INTO SIMIL.Afiit lf\lATE:Ft Dl:MAND ZONl:S OF lf\lATl:FtlNG; PINPOINTING THE: MOST 1:FFICIE:NT lfiitfiitlGATION APPLICATION; INCOFtPOFtATING OfiitNAME:NTAL. AS Y'iE:I...L. AS UTII...ITY FtOCI< INTO THE: OVE:FtAL.L. Dl:SIGN IN A MAJOFt lf\lAY. NOF<.TH • .~ i [-=j ' q • • ' ' . ' • !:>CAL.I: 1" = I':/ ~\ ' ru > dl ru ....J I JIILATI:~ Sl:~VICE_I_ (l:XISTING) t I liseY'il:~ SE~VICE j (E~ISTINGJ ! I 6 ' ) Hydrozone Table for Calculating ETWU Please complete the hydrozone tablc(s). Use as tnany u.blcs as necessary . CITY OF CARLSBAD ESTIMATED TOTAL WATER USE ETWU tfydrozom: Number (1 - 5 \\.-:ith SL\ Zone Bdow-use as many rnbles as necessarv to com Jlete ~11 hvdrozones Evapotra.nspiration Rate E.To"' Conversion Factor (Step t l:. Step 2) Plant Factor (PF)"'·"' (From WU COLS) (VL W -l-ffi~, 0.1 -0.8 .-\rea ofHydcozone (sq. ft.) I-L\ (Step 4 x Step 5) I-rrigarion Effidency (IE)*"* (Step 6 + Step 7} (Total AU Step 8 + Total SL-\ sq. ft in Step 5 {Step 3 x Step 9) Estimated Total Water Use in gallons per year (ET'W'C) -Tot;i.l shall .not e.xceed 1L-\ WA 645.1 Hydrozone Table for Calculating ETWU .3 2,004 601.2 .75 801.6 40.0 0.62 24.8 .5 .5 338 346.3 169 173.1 .8 .8 211.2 216.4 1,280.25 Please complete the hydrozone table(s). Use as many tables ns .necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE ET .3 136.2 40.8 .8 51 Hydrozone Number (1 -5 ,.vith SL\ Zone Below -use as m:uiy tables -as necess • to com letc all h drozoncs Eupotrampiration Rate To' Conversion Factor (Step 1 x Step 2) Plant F:ac.tor (PF)*" (From WUCOLS) (VLW -HW) 0.1 -0.8 Area ofHydrozone (sq. ft.) lfL.\ (Step 4 x Step 5) Irrigation Efficiency OErH (Step 6 -;-Step 7) (Total All Step 8 + Total SL-\ sg. ft. in Step 5) (Step 3 x Step 9) Estimated Total Water Use:-: in gallon~ pet year (ETWU) - T otru shall not exceed 1-i.A WA .8 204 163.2 .8 204 Hydrozone Table for Calculating ETWU 0.62 24.8 .5 .3 .5 522.5 156 280 261.2 46.8 140 .8 .8 .8 326.5 58.5 175 798 Please complere the hydi:ozone table(s). Use as many tables 2s necessary. Evapotl',1.m.pi:ration Rate 40.0 /'ETo * Conversion Factor 0.62 (Step 1 x Step 2) 24.8 Plant Factor (PF)"'* (From \WCOLS) (VLW -II\") .5 .5 .5 0.1 -0.8 Ar~ of Hydroznne (sq. fr.) 312 72 17 IA (Step 4 x Step 5) 156 36 8.5 Irrigation Efficiency (IE)"** .75 .8 .75 (Step 6 .,. Step 7) 208 45 11.33 264.33 .3 85 25.5 .75 34 SUMMAFi?.Y OF ~TEFi?. CONSeFi?.VATION DATA MAXIMUM AL..L..OJl'IIASL.E: lf\lATE:Ft use S,118.1 X :24.8 X .55 = e:i'i,810 GAL.L.ONS / YFt lf\lATE:Ft use PE:Ft PL.AN :2,64:2.58 X :24.8 = S8,0'i6 GAL.L.ONS / YFt 86% OF MAX AL.L.OY'il:D VO!...UME: H'fOROZOKE INFORMATION TABLE "Please cotnjlkte the hydromne table(~) fot e;u;;h hydtownl". ihe a.s rni1:ny tahle!l. as n·ccc:s53ry lli provide the \<qnate foomg,; ofbnds.::ar,e Mta per hy<ltmone; Conttoller Hydtozone Zone Itti~ation # • "' Method- V.rve -1 --·-, " " 7 >< ----· u -----· 1 -- - APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. Plant Hydtoz.one %ofTQt:ll Type/Factor "'·· Landscaped -"'"' {StJ. Ft.\ Area -1 ·~ ,. " 1: n ··-~--,,¾---~!·~~--- ' A ,n " !:>.11ti..1 ! I -··------···---- "AS BUil T" TITLE REVIEWED BY: INSPECTOR DATE DATE Sl:PT t--------1--+---------+----+-----i ~ ;===:.:::==========-====: CITY OF CARLSBAD PLANNING DIVISION SHEETS l..-8 c:.arle.l:>aa c:.a ie.O -4S4-:21!5:2 Matthew Residence t-----t--+----------------+---+------11-----+----I I A;~::~:~ 1/~~-1,:;/4/2..1 DATE DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: REW CHKD BY: KW __ RVWD BY: REW PROJECT NO. Lf.:C2021-0018 Cl.Jr--2020-0027 DRAWING NO. DWG 5315L 12 a1 5gal 4 a1 1gal 1 A2 24" bx s A1 24" box~ 11 P 15gal 6 n1 5gal 15 11 5gal 16 a4 5gal 12 a1 5gal 4 a1 1gal 2 A2 48" box I 1--------+--- lll > J rt I Y'IATER S:>l:RVICI= ::-:),.;;:-,~~~---1-F_2_4_"_b_o_x_ ~l:SIDl:NCE---8-n-1-15_g_a_l-=-:IEKCCC-'!E'~ ;~.-~.~-~--~.-.. ~.--.-~ _-_ ~ ¥.=-:.:r:· .. Ci/<--><{ :-. rl5T0,1 .---.---_------i-=_. -=------· ----=i 2 c 24" box _-_.:_-__ :_-_-__ ·-.=---·-_:_-_ 1 . -~=~=-~~-=. -_ '---~ (in box planter) 28 a4 5 gal f_"'"-~:::,; ·-=~--· -=-~.:-= ------kl><::><! tl~~-i--~ 5011 .. e+P1..1:s i .:2 kr'c'.'v--r...n_ =---=-,__-~-~=:..=? r-~-=_!i.--~-~ TF<.1:1= STAKING /GUYING r::f::-:. •::::-==--....1 ___ -:-__ ~~~~-~~-.:..:-{ -==_=: :::. t: ~ ---.:::::--. ~ ~{i;l; ~,...±7:,, ==--===--=.:..:::_==--==-::-::===-'=l=1'.'.f· ~=cc'=""=="· -~-·""'=="_ .. ""'·::~""'=""'::.e!t--q as 1 ga I PO::>T P051TION5 -----.. -_-__ .:...-=--c=-=-=--=--===-=;'4 ~~=--:'j: t-== =~~ ~j (0 I -·--:-..--~ --____ ---15 p2 5gal · O , · (@1 --6!:V'l!:R ;fl=RVICI= ,_/•~-./ irn () fl Pl=RC:s:i::%;,T X ,:2 <<<<+\ .n ++••+ UI + + .... + + • • + .. ++ ·+•.+~\ •.+.+,•.·•t () ++~+++,++\ •• -... <-+ + • ~ + ' ·> • • + + • • + ' + t ' + + • ,, + ... + • • + + + + ... . ~ + • • ,.,,,..()-;~=-()+( :+:•:•:•: • • ~ + ',•,+,',+ + + • + • • + + " • • + + <· .,_ .. ,, • + + + • • t + ' + + + + ~ • _J I ~ r NOF<.TH ec,.:-.1..e 1" = e,• NOTES 1. AL.L. GAADING ON SITE:S HAL.L. HAVE: POSITIVE: SUl'1.FACE: DAAINAGE:(::l% MINIMUM Gl'1.ADE: IN PL.ANTING A1'1.l=AS) All'IAY F1'1.0M STl'1.UCTUl'1.E:S AND TE:1'1.MINATEP IN AN APPl'1.0VE:D Dl'1.AINAGE: SY::>TI:M .:. CONT1'1.ACTOl'1. SHAL.L. CONTACT THE: L.ANDSC.APE: Al'<.CHITE:CT Pl'1.I01'1. TO SE:GINNING L.ANDSCAPE: Y'<Cll'1.K ec> THAT THI:! L.ANDSCAPI:! Al'<.CHITl:!CT CAN 1'1.1:!Vll:V'I THI:! Pl'1.0JE:CT UTIL.ITY L.OCATION AND 1'1.1:!VISI:! PL.ANS ACC01'1.PINGL. Y TO FUL.L. Y SCl'1.f:l:!N AL.L. UTU .. ITll:!e Fl'1.0M Vll:V'i. S. SOIL. T!:ST • THE: 1'1.E:SUL. TS OF THI:! SOIL. Tl:ST SHAL.L. SE: SUSMITTE:D TO AND APPl'1.0VEP SY THI:! CITY. 4. FUL.L. Gl'1.0Jl'l!TH TO THI:! Gl'1.0UND I Hl:!AL.THY 1'1.00TSAL.L.; 1',IL.L. CONSIDl:!1'1. DOUSL.e FOP< THI:! ,:4 INCH; FOP< APPl'1.0VAL. PP<OVIDI:! S PHOTOS AT NU1'1.Sl:!1'1.Y i"l/6"SCAL.e 4 GIVE: DIME:NSIONS 5. STI<.ONGl:!ST OF TE:RMINAL. L.1:ADl:!R FOR THI:! SPl:Cll:S; ll'IE:L.L. Dl:!Vl:!L.OPl:!D 1'1.00TSAL.L.; Pl'1.0VIDI:! PHOTOS FROM NURS>E:RY FRO APPROVAL. 6. L.OOKING FOl'1. A SPl:!CIMl:!N r,tTH CHARISMA; MIN BFT HGT 6FT SP1'1.1:!AD; Hl:!AVY T1'1.UNK (BONSAI) ROOTSAL.L. @ MAX is% OF PL.ANTl:!R; Pl'1.0VIDI:! S PHOTOS i. OFF Cl:!NTl:!R CANOPY MAY 61:! ACCl:!PTASI..I:! FOl'1. G1'1.01',ING SPACI:!; PROVIDI:! S PHOTOS AT NU1'1.Sl:!RY FOR APPROVAL., e,_ THI:! L.OCATION OF A!..L. PL.ANT MATE:RIAL. L.ISTEP IN TRees IN THI:! L.E:Gl:!ND SHAL.1.. SE: STAKE:D FOR APPROVAL. OF THI:! L.A. "I. AL.L. AR!:A OF 1'1.0CK #1 ,; ,: SHAL.1.. HAVI:! A 100% UNDl:!RL.AY OF FIL. Tl:!1'1. FABRIC/ Y'll:!l:D SARRll:!1'1.; PIN Y'ilTH SOIL. STASL.l:S Fll=L.D 4 AL.I.. E:DGE:S AT A MAX OF 24" 10. PRIOR TO THE: Cl:!1'1.TIFICATI: OF COMPL.l:!TION AND OCCUPANCY THE: CONTRACTOl'1. SHAL.L. Pl'1.E:PARE: AND SUBMIT FOR Rl:!Vll:V'I SY THI:! L..A. AND APPl'1.0VAL. OF THI:! CITY A PL.ANTING AND IP<RIGATION MAINTE:NANCI:! SCHl:!DUL.e. THIS Y'ilL.L. INCi-UDE: BUT NOT L.IMITEP TO; IR1'1.IGATION SCHl:!DUL.e 1',ITH Sl=ASONAL. V'<ATE:RING ADJUSTMl:!NTS; DE:SCRIPTION OF THE: SYSTl:!MS; THI:! !:!To DATA 4 ITS SOURCE:; FOR BOTH l:STASL.ISHING AND l:!STASL.ISHl:!D PL.ANTING; RUN TIMI:!; ROOT Dl:!PTH TARGl:!TS; SOIL. TYPI:!; MAINTl:!NANCI:! DeecRIPTIONS. TIMI:! FR.AMI:! FOFI. Rl:PL.ACING ANY UNSUCCE:SSFUL. PL.ANTINGS, THI: CONTRACTOR MAY CHOOSI: TO Gl:!T ASSISTANCI: ON THIS TASK Fl'1.0M THE: L..A. AT TH5IR OFFICE: RATl:S. p Tf.?.ees SYS A1 - A2- B C F p SHf.?.U6S SYS aO a1 - a2 - a3 - a4- d d2 11 a n1 p-1 p-2 t-1 L. A N i L. BOTANICAL.. NAME: COMMON NAME: Acer pulmatum Trompenburg J. Maple 'Trompenburg' Japanese Maple Araucaria columnaris New Caledonian Pine Brahea armada Mexican Blue Palm Cercis canadensis Forest Pansy Redbud "Forest Pansy" Ficus lyrata Pachypodium lamerie BOTANICAL.. NAME: Achillea 'Moonshine' Acorus gramineus 'Ogon' Aeonium 'Blackbeard' Anigozanthos 'Harmony' Asparagus densiflora 'Myersii' Dianella 'caerulea Cassa Blue' Lomandra longifolia 'Platinum Beauty' Leucospermum 'High Gold' Liriopes muscari 'Peedee Gold igot' Nandina domestica Phormium t. "Matt's Merlot' Phormium t. "Wildwood" Thysanolaena latifolia Fiddle leaf Fig Madagascar Palm COMMON NAME: Yarrow hybrid Sweet Flag Dark Bronze (Succulent) Kangaroo Paw-tall yellow Foxtail Fern Cass Blue Flax Lily 'Variegata Mat rush;' Nodding Pincushion Lily Turf hybrid Heavenly Bamboo New Zealand Flax hybrid It If II It Tiger Grass e N D auant.4SIZe VllUCOL..S f.?.eMAf.?.l<S 3-24"box 1-24"&2-48"box 3-3' b.t. 2-24"box 1-24"box 11-1 Sgal M M L M See note 4 below See note 1 below Skin trunk see note 2 below M See note 3 below VL m=triple, pit per succulent detail auant.4SIZe ~UCOL..S f.?.eMAf.?.l<S 24-1gal 12-1 &28-5gal 20-Sgal 37-1gal 48-Sgal 46-1gal 24-1gal 15-Sgal 1 gal@12"o.c. 6-5&20-15gal 10-Sgal 15-Sgal 3-15gal 9 -5gal M H L M M M M L M M M M M M Robust growth Robust growth 20" x 20" min Robust clump/full rootball Robust clump/full rootball Robust clump/full rootball Robust clump/full rootball All with consistent form full growth & well rooted 15 gal min 36" hgt Robust clump/full rootball Robust clump/full rootball Minimum 36" hgt GROUND COVEf.?. SYS BOTANICAL.. NAME: COMMON NAME: SIZE: Y'IUCOL..S f.?.eMARKS Dymondia margaretae Silver Carpet flats @ 9"o.c. L Full flats / well rooted -Gazania 'Moonglow' Gazania hybrid flats @12"o.c. L Full flats/ well rooted INERT Gf.?.OUND COVef.?. SYS NAME: TYPE: COVER SOURCE: from SW B&S ~·~·••+•~ ~-,~~~-·~••+ .:.,· .• • ... · ... ~.•.•.·.•, , ......... . +•·>+•••+~--•••. ,.+,a< ..... ,, ........ " ' • • • t • • • • ••••• + ~,.,•.· + Cresta Rubble Ornamental 9" wl 90% cover Gray/Rust Cresta Rubble Utility 3" w/ 120% cover from SW B&S Existing rock pulled back into more narrow area of use Sl:PT Carlsbad ca ,e.o -454.,:1s.: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" TITLE ______ _ REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD 1----+----<---------------+----+--+----+----1 ~ PLANNING DIVISION SHEETS L.-c::f ~=::'...:::::==========---===:::::: Matthew Residence I APPROVE~_,. • ~ ... , ....... I ~====:===~============================:====:===~~===~===~. PLANNING -~ • -. .... /oft/!i'- 1-----+----+---------------+---+----<t----+----t DWN BY: _R.EVl/. __ DATE INITIAL REVISION DESCRIPTION 1--DA_TE_L..IN_IT_IA_L+-D_ATE_..,__IN_ITI_AL-I CHKD BY: ... KW .. ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: RE\I\L._ PROJECT NO. Ll'i:: 2021-0018 CUl-'-2020-0027 DRAWING NO, DWG 5315L PL.ANTING NOTES 1. PRIOR TO BIDDING THE JOB, THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH CONDITIONS UNDER WHICH WORK SHALL BE DONE. 2. CONTRACTOR SHALL IMMEDIATELY UPON THE AWARD OF THE CONTRACT, ORDER, LOCATE AND PURCHASE (OR HAVE HELD) ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. 3. THE PLANTING PLAN IS DIAGRAMMATIC, AND ALL LOCATIONS ARE APPROXIMATE. 4. CONTRACTOR SHALL REVIEW CIVIL ENGINEERING PLANS FOR ALL HARDSCAPE, RETAINING WALLS, DRAINAGE AND GRADING. 5. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AGENCIES. 6. THE CONTRACTOR SHALL REVIEW SPECIFICATIONS AND PLANTING INSTALLATION PLANS BEFORE STARTING WORK. 7. THE CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING PLANTER AREAS & PLANT MATERIAL AS INDICATED ON THE PLANS OR AS SPECIFIED BY THE L.A. IN THE FIELD. 8. LOCATION & DEPTH OF ALL SITE UTILITIES SHALL BE DETERMINED PRIOR TO COMMENCEMENT OF WORK GRADING AND UTILITY INFORMATION PROVIDED HAS NOT GUARANTEE OF BEING ACCURATE. CONTRACTOR SHALL VERITY AND LOCATE UTILITY LOCATIONS TO HIS ACCEPTANCE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS OF ANY EXISTING CONDITIONS DAMAGED AS A RESULT OF NEGLIGENCE OF HIS CREW, SEE SPECIFICATIONS. 10.CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK. 11. OWNER'S REPRESENTATIVE SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OF ANY PLANT MATERIAL, SEE SPECIFICATIONS. 12. ALL PLANT MATERIAL INSTALLED PRIOR TO THE DRIP IRRIGATION SHALL HAVE THEIR ROOTS / ROOTBALL KEPT MOIST UNTIL THE IRRIGATION IS OPERATIONAL .. 13. CONTRACTOR SHALL GERMINATE WEED SEEDS, ALL IRRIGATION SYSTEMS SHALL BE OPERATED FOR A TWO WEEK PERIOD. ALL EMERGING GROWTH SHALL HAVE A COMMERCIAL POST EMERGENT CONTACT HERBICIDE APPLICATION PER MANUFACTURE'S DIRECTIONS, (ROUNDUP OR APPROVED EQUAL). AFTER APPLIED, ONE ADDITIONAL WEEK SHALL PASS TO ALLOW THE HERBICIDE TO DISSIPATE BEFORE THE START OF PLANTING. 14. SOIL AMENDMENTS NOTED HERE AND IN THE SPECIFICATIONS ARE FOR BIDDING PURPOSES ONLY. FINAL AMENDMENTS WILL BE BASED ON SOIL TEST. THE LOCATIONS ARE NOTED ON THE PLAN. THE CONTRACTOR SHALL FURNISH TO THE ARCHITECT SOILS TEST REPORTS MADE FROM SURFACE AND SUBSURFACE (18" BELOW GRADE) BY AN APPROVED AGRICULTURAL LAB. SOIL SAMPLE LOCATIONS ARE NOTED ON THE TREE PLANTING PLANS. THE REPORT SHALL INCLUDE PH, N-P-K, SAR ECE, BORON LEVELS AND SOIL PARTICLE SIZE AND TEXTURAL EVALUATION. ARCHITECT SHALL REVIEW THESE REPORTS PRIOR TO COMMENCEMENT OF SOIL PREPARATION OR PLANTING AND DIRECT ADJUSTMENTS TO THE CONTRACTOR IF REQUIRED. 15. ALL PLANTING AREAS WITH A SLOPE GRADIENT OF 3: 1 OR LESS SHALL BE RIPPED TO A DEPTH OF 6" IN TWO DIRECTIONS. OTHER THAN SLOPES OVER 3:1, PLANTING AREAS SHALL HAVE THE RIPPED AREAS AMENDED PER SPECIFICATION. 16 AFTER APPROXIMATE FINISHED GRADES HAVE BEEN ESTABLISHED ON ALL PLANTING AREAS WITH A SLOPE HIGHER THAN 3FT & GRADIENT GREATER THAN 3: 1, SOIL SHALL BE CONDITIONED AND FERTILIZED PER SPECIFICATION. 17 THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. 18. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. 19 PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPE, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. 20. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIAL SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. 21. PREPARATION FOR TURF AREAS, SEE THE SPECIFICATIONS. 22 ALL PLANTING PITS SHALL BE PREPARED PER DETAILS, NOTES & SPECIFICATION UNLESS NOTED OTHERWISE IN THE PLANT LEGEND. THOSE NOTES SHALL PRESCRIBE SPECIFICATIONS SEE SHEET 11. 23. FOR EASY VERIFICATION, ECO PAKS OR FERT. TABLETS SHALL BE SET ON TOP OF ROOTBALL WHILE PLANTS ARE IN CONTAINERS AT SPOTTING. 24 PLANTS SHALL BE INSTALLED PER PLANTING DETAILS PROVIDED IN THESE PLANS, PLANTS PROVIDED FOR THE JOB SHALL NOT BE ROOT BOUND, SEE SPECIFICATIONS. 25 STAKE OR GUY TREES PER NOTES AND DETAILS, REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE GROWTH ON ALL TREES & RETURN ST AKES FOR REUSE. 26 PLACE PLANTS NO CLOSER THAN 48" TO SPRINKLER SPRAY HEADS. 27 ALL GROUND COVERS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEAL TH FOR A PERIOD OF SIXTY DAYS FOLLOWING COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PROJECT BY THE OWNER OR THE OWNER'S REPRESENTATIVE. THE CONTRACTOR, WITHIN 15 DAYS OF NOTIFICATION BY THE ARCHITECT OR OWNER SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS WHICH FOR ANY REASON FAIL TO MEET THE ORIGINAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE. 28 CONTRACTOR TO CHALK ALL HEADER LOCATIONS FOR ARCHITECT APPROVAL PRIOR TO PLANTING. 29 ALL GRADED PADS SHALL BE BE HYDROSEEDED WITH A WILDFLOWER NURSE CROP IF NO BUILDING PERMIT HAS BEEN APPLIED FOR WITHIN 3 MONTHS OF THE FINISH OF GRADING. 30UNLESS OTHERWISE SPECIFICALLY NOTED, ALL TREES SHALL BE PLANTED OUTSIDE ANY PUBLIC UTILITY EASEMENTS, OR TO AVOID UTILITIES WITH THE FOLLOWING DIMENSIONS FROM THE SPECIFIC PUBLIC UTILITIES: SEWER -10 FT; WATER SERVICE -10 FT; FIRE HYDRANT - 1 OFT; STREET LIGHT -10 FT. 31. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR INSPECTION AT THE FOLLOWING TIMES, SEE SPECIFICATIONS: + WEED ABATEMENT SPRAYING + APPL YING SOIL AMENDMENTS + REVIEW OF FINISHED GRADES + IRRIGATION COVERAGE, PRIOR TO ANY PLANTING + PLANT MATERIAL APPROVAL AND SPOTTING PRIOR TO DIGGING PITS. + SPOTTING OF TREE AND SHRUB LOCATIONS. + REVIEW OF GROUNDCOVER CHALK LINES FOR HEADERBOARDS. + PRE-MAINTENANCE APPROVAL. + POST-MAINTENANCE / FINAL APPROVAL. 32. ALL TREES PLANTED WITHIN 5 FT. OF HARDSCAPE SHALL HAVE A ROOT BARRIER INSTALL PER DETAIL, NOTES. 33. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL AREAS IN A WEED & DEBRIS FREE CONDITION THROUGHOUT THE MAINTENANCE PERIOD, SEE SPECIFICATIONS. 34. MOST PLANT MATERIAL IS AVAILABLE AT SAN MARCOS GROWERS IN SANTA BARBARA PHONE -805 438 7199, OR RECON IN SAN DIEGO 619 423 2284 PL.ANTING L.Afii;.GE: SPE:CIME:N mees (45"+) SPE:CIFICATIONS PLANTING HOLE Size -Hole depth should allow soil surface of the tree to sit at least 3" above the final grade. Do not over dig the depth and backfill it to achieve the proper depth. This backfill will settle and over time may result in the tree root ball being planted to deep. Minimum widths are specified in the detail. Typically it will be 3 times wider than the box with compacted soils. Drainage -If the site is determined to have compacted or clay soil affecting drainage, plant tree per detail. PLANTING Offloading -It is easy to damage trees during the offloading process so make sure you have experienced staff or hire someone who is experienced in this specific task. Planting -The box bottom is left on. Check to make sure the top of the root ball is at least 3" above grade and make sure no fill soil is ever added near the trunk. Do not remove the sides until you are sure the tree is set in straight and rotated to the desired orientation. Guying may be required on trees over 20ft tall. Remove the sides of the box, install the drainage system, and backfill with the amended soil when conditions are compacted or clay soils. Do not place gravel or sand under the root ball. Watering -Large boxed trees are purposely shipped dry so it is critical that the tree receive a through soaking the day it is received on site. Construct two concentric soil berms to provide watering basins at least on foot in depth. The inner berm is placed just inside the tree root ball. The outer berm is placed just outside the backfilled soil. Fill these basin to a 12" depth and allow them to drain in at least 3 times the day of planting. Start normal watering cycle 3-6 day after the initial heavy watering. POST PLANTING CARE Watering -Improper watering is responsible for 80% of post planting problems. After the first day's initial heavy watering the goal is to apply water after the soil, at a depth of 6"-18", has dried out to slightly moist but not powder dry. The only practical way to check the soil at that dept is to use a soil probe or soil moisture sensor. It is recommended that the contractor use a 'Watermark' soil sensor. Large boxed trees have their own dedicated irrigation system. Your goal is apply water periodically in sufficient amounts to keep the root zone (generally at 6" -30" deep) in a range between saturation, (the day of watering) and only slightly moist. Applying water too frequently keeps the soil too near saturation which will rot the roots and applying too much water per application keep the bottom of the root ball saturated, even through the top dries sufficiently. Since roots will not populate the backfill soil in significant amounts for 3-6 months you need to check moisture in the root ball area. The backfill area will need water very infrequently at the start since there are no or few roots utilizing the water. For starter, apply water on the tree times a week in sufficient amounts o saturate to a depth of 30". Frequency can vary from once a month if it is very rainy January, to 3 times if it is a hot windy Santa Ana September. Planting ground cover, lawn or flowers which require normal watering in the drip line area risk keeping the soil too wet for the tree. It is best to mulch under the tree or plant drought tolerant plants once the tree is established. The berms that were built to facilitate the initial soaking can be removed once the irrigation system that wets the root ball adequately has been installed per plan. Fertilizing and pruning -There is no need to fertilize for the first 3-6 months as the tree arrives with sufficient amounts. After that time apply a slow release, fertilizer per the rate notes and specs. When pruning, do not remove over 10% of the green foliage the first year. Gfii;.OUND COVE:fii;. 3x ROOTBALL WIDTH or --- SLOPE FLOOR TO ~~~h~h'/'.//71<;. l1JBES @5% If. IRRIGATION / TUBES----,--,,,'--,@t' ROOTBALL PLANTING PIT . .-~, BREATHER TUBES EACH CORNER \ I I ,~~ -/ ----mee PL.ANTING PIT S C H E D U L E PLANT SIZE SUMPQUTY. SUMP DEPTH 15 GALLON (1) 3" PIPE 3' DEEP 24" BOX (1) 4" PIPE 4' DEEP 36" BOX (2) 4" PIPE 4" DEEP 48" & + BOX (2) 4" PIPE 4' DEEP PALMS UPTO 10FT BT (1) 4" PIPE 4' DEEP 11-20FT BT (2) 4" PIPE 4' DEEP B&BPALMS (2) 4" PIPE 4' DEEP PL.ANTING PIT SUMP ,------DRAIN GRATE .----EARTH BERM FINISH GRADE ~;.._-DUCT TAPE HOLES WITHIN 6~ OF FINtSH GRADE 6E:PT ::!021 Carlsbad ca ,e.o · 464-:2152 - 18" 1. PL.ANl!NI# PiT -FOR H°"IZANTAL. Pll'-1EN510N5 eee Pl1" DETAIL.. DEPTH <:'IS% OF R.OOTSA.Ll.. Hl!:!G-HT 515TTl'NG BA'!!: or TRUNK ::t ASOYE FINJ5H G~E. ::. ~ Tl~T ~ "l"O Ai.J..Oi"'i Hi~ TFt\..'N.1< MOVEl'-'!15NT. foOt, TI-ii~ TIE TO $MAW.. GAL.IP~ 'l"Rf:1;6. 6. 5" OF Ofii!.GANIC MUJ..CH (UNl..eee IN TU~F ). 4. AM?;,"-iOEJ::l BACKF\W.. MIX Pe~ ff'EG. e-. re!ilT11..1Zc.~ TAS~ -see ePece. 6. ~ATH~ TUee / 5UMP -eee Of.TAI!... ,_ IR~IGATION TUee -Pl:;Ft. FL.AN ¢ FIT oeT.AIJ..~. 0. ,.o.,r;,r;: CART;.+ SER.M TO HOU:, INITIA1.. V,V:..TER.IN,S. Ci. ;l,OD T~NK GU~D JP PL.ANTeC, iN M~ T'JRF". 10. :!" PIA S'TceJ.. POL.es FAIN'TcD SI-AC!<: -Dll!..IVE:N OUTel'!:11!; ROOT6Al..l.. INTO NATIVE SOIL. -91=.T -=ia~ TO FRE.YAIL.ING 611tee%E. Tfii;.E:E: STAl<ING 1. R.e:CTANGl..1: !l='I...ANTING PiT -P!:PTH l::aUAI.. TO -=IS% OF ROOT6Al...l.... HE1$l-i'T'; !"'OR HORZCINAL.. C,IMENS!CN$ -$eE F'!T -F'I..A..N'l"!N$ C');:.--rAII...S. 2. lFi.Fit.lG-ATION Tl.Jl$!2i -e,e:e: IFitFi.i6ATION PL.AN 4 C,iAG!ltAM. 9. e~EATHeR 1--i..ise: -el!e Df.TA\L.. 4. 5UMF -5e!5 De," Ail... 5. ROOTSAl..l... 6. F!.RTII..IZEFa. T~LETS -SEE SF'E!C..IFIC..AilON!>. "'!. 9" TI:MPOAAFi.Y sei;;.M TO HOU:, EeTASl..1$HMEN'i' Jlil.i,TERIN,:S,-. a. AM:!NDEO 5AC..l<.FII..L FEFi. SPl!CIFIC..ATIONS. '=I. 9 -,4" F'Ea.at. POI..E t,!;M?MAN wl 1!:x4~ EYE 601...-T . 10. #S fiitl:SAFi. 1:!I" .L.ONG. 11. GUYING C.Ael....Ee 1..ooee Al..l..OV"I.ING-::l" l'-'!OVEME!:NT - "ARBORTi!:" f>l!E!: SPECS. 1:2. S" LAYER OF ORGANIC MUJ .. a-t 1S. SLOPe PIT TO i1./6ES. 14. TRUNK GUARO 11'" PLAN'T'?:O IN MOYl=O TU!=tF. 15. eeT "°OTBA!..L e,o c.ROY"IN 1e, _:;r ABCNi: FlNleH G~Al:'5. 16>. GUY1NG Tl!: l..005e AROUNO i"RUNK AT SA;£: SR.,.:..NGH mee GUYING 1. PAL.M TR.J.INK -PLIJM6 Vl!:Fi.TICAI.. UNL.E:ee NOTEt::l OTHE~~SE. .:!. FALM ~Nl?S -Tl! YE~TJC:.Al.. ~!Tl--+ ORGANIC T~INE UNI..ESS NO'iet' OTI-l~ieE ON PI..ANS 41..~eND. 9. fi.OOTSAl..l.. -SET ON f'i"1'-1 5011... 4. JSRe,ll,.Tl-!e:R ruee / SUMP -IF PE!i.C-TI!6T 15 FOO!lt, S!2S PETAi!,. S. 6ACl<:Fil..i.. J/"llTH 15% ~er, $ANO, 2$% Oli.GANJC:. AMfNt:>MENT!,. 6. IRR!GAT!ON Ti.165 -J,'i,!EN CAJ..i.ED :="OR ON Pu.NOR N,c,-m, 1. FERTILIZER TABL.ETS -SEE SPECIFiCATlONe-. e. eu11..o TEMP. 6ERM '1"0 MO!,.D INITIAi.. Y'-4ATE!i.lNc$,. ~. $" 0"' ~ANIC MUJ..c+-1 (UNl.£5& IN TUfltF). 10. f'I..ANTING-Fl"l'" -l"l!PTI-l ~OT6A1-L. FLl.15 1B !Ne.HES A.1..1.. $It'!$. PAL.M PL.ANTING 1. Pl..A"-1.TiNG-P!T -~lDTH ex ROOT5Al..l..; -DEPTH 1-1/:.!X-l".OOTSALL. :!. R!COMFAC"l"!!t, AMENOl!O 501L... e. ROOT5Al..l.. ser PL. T. SASe 1" ASOVE GRA!'E. 4 AMENOf:t' SAC-KF-ll...l... M!.X PER SPE'.C.. S. PERTII..IZl=R TASS -PER SPE:CIPICATIONS. 6. TE!'-1POAA~Y 51:~M TO HOI..O EeTA.el..lSHME!NT JlllATEiie.lNG SHfii;.U6 PL.ANTING 1 PI..ANTE!O. PIT -Y'IIDTH • ex !<.OOTSAJ..L. :I. AIV!eNDeD 6AC,CFII..I.. IVIIX FO!O. SUCCUI..SNT& -F'S!O. SPSC. 6. C:0661..e • IF CAW.et:> FOi< ON THS PL.AN .... F'e!O.T. TAEIS/IVIYCOIO.!O.SAL -Pe!O. SPSCS. S. !O.SCOIVIPACTED AIV!eNDSD SOil. b. SST C!<.Ol'<N :I" A60Vl: G!O.ADS 1. SL.OPS F.G. OF PI..ANTE!O. @ 6% TO eDG!:S SUCCUL.E:NT PL.ANTING APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" TITLE _______ _ REVIEWED BY: INSPECTOR DATE DATE SHEETS fTHrrfl CITY OF CARLSBAD ----1---1-----------------+----+--+------t--... ~ PLANNING DIVISION ~=:...:=========='...=:=~ L.-'1 DATE IN111AL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Matthew Residence APPROVED PLANNING OWN BY: . ..BEW~. CHKD BY: KVV RVWD BY: REW PROJECT NO. L Pl-2021-0018 Cln--2020-0027 DRAWING NO. DWG 5315L GA~Dl:N DESIGN -PL.ANTING SPECIFICATIONS PRODUCTS SOIL AMENDMENTS I FERTILIZERS/ MYCRORHIZAE A. ORGANIC MATERIAL 8-1, BULK MATERIAL E.G. WOOD RESIDUAL OR RICE HULLS, pH OF 5_5 TO 6-5; SALINITY OF 3.0; ORGANIC MATTER MORE THAN 90% (DRY WEIGHT BASIS) NITROLIZED WITH NITROGEN CONTENT OF 0.5 TO 0,8 PARTICLES PASSING A½ INCH SCREEN. PRODUCT SHALL BE NON-HAZARDOUS, AND CONFORM TO U.S. EPA 40 CFR 503 CRITERIA FOR CLASS"A" PRODUCT. C, SOIL CONDITIONER/ FERTILZER D. 1. TRI-C HUMATE OR PREMIUM HUMATE, SHALL CONTAIN 40% ORGAINIC MATTER, 40% CARBON AND 40% HUMIC ACIDS. 2. SHALL BE GRANULAR TRI-C 6-2 -4, 5% SULFUR W/20% HUMIC ACIDS. IT SHALL BE FREE FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE MINIMUM AVAILABLE PERCNTAGES: NITROGEN SULFUR 6.00% 5.00% HUMIC ACIDS 20,00 % POTASSIUM 4.00% PHOSPHORUS 2.00% MANUFACTURED BY TRI-ENTERPRISES, CHINO CA, (800) 927-3311. 3. SOIL CONDITIOPNER, GRANULAR, TR!-C HUMATE PLUS, SHALL CONTAIN 25% HUMIC ACIDS. IT SHALL BE FRE FLOWING, SUTIABLE FOR APPLCIATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE MINIMUM AVAILABEL PERCENTAGES: CALCIUM 7.00% SULFUR 5.00% 4, FERTILIZER (COMMERCIAL) SHALL BE A GRANULAR, FREE FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD. NITROGEN 6.00% MINIMUM PHOSPHORUS 20.00% MINIMUM POTASSIUM 20.00% MINIMUM FERTILIZER SHALL BE DELIVERED TO THE SITE IN ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTUTING GUARANTEED ANALYSIS. WET OR CAKED FERTILIZER IS NOT ACCEPTABLE. MYCORRHIZAE 1. MYCORRHISAL INOCULUM GRANULAR, TRI-C 120, SHALL CONTAIN ONE OR MORE SPECIES OF VESICULAR-ARBUSCULAR MYCORRHIZAL FUNGI TO ENSURE RAPID ROOT COLONIZATION WHEN USED AS RECOMMENDED, IT WILL CONTAIN THE MINIMUM SPECE$ AS FOLLOWS: 1 LB (454 GRAMS) CONTAINS APPROXIMATLEY 60.000 LIVING PROPAGULES_ AMENDMENTS FOR BID A. QUANTITY AND PROCEDURE ADJUSTMENTS MAY BE REQUESTED BY THE ARCHITECT, AFTER REVIEWING OF THE 1. AGRICULTURAL SOIL ANALYSIS REPORT. ADJUSTMENTS BY THE ARCHITECT WILL ISSUED IN WRITING_ THE FOLLOWING AMENDMENTS AND QUANTITIES ARE TO BE USED AS THE BASIS FOR BIDS. SOIL AMENDMENTS FOR PLANTING AREAS WITH GRADIENT LESS THAN 2:1 IN SLOPE. QUANTITYPER 1,000 SQUARE FEET: 4CU. YDS 50 LBS. 15LBS, 25 LBS. ORGANIC SOIL CONDITIONER HUMATE PLUS GRANULAR FERTILIZER AGRICULTURAL GYPSUM PLANT PIT BACKFILL MATERIAL A. BACKFILL MATERIAL FOR PLANTING PITS SHALL BE A MIXTURE AS NOTED BELOW OR AS INDICATED ON DRAWINGS. THE MATERIAL SHALL BE THOROUGHLY BATCH-MIXED PRIOR TO PLACEMENT SO THAT THEY ARE EVENLY DISTRIBUTED AND WITHOUT CLODS OR LUMPS_ BACKFILL SHALL BE SO PLACED IN THE PITS THAT THE PLANT WILL BE AT ITS NATURAL GROWING HEIGHT AFTER SETTLEMENT. 80 PERCENT BY VOLUME 20 PERCENT BY VOLUME 6-8 POUNDS 2 POUNDS PER SPEC. 3.03 A-5 10 POUNDS EXCAVATED SOIL, FREE FROM ROCKS, ETC. BULK ORGANIC MATTER TRI C HUMATE PLUS PER CU. YD. OF MIX FERTILIZER 6-20-20 PER CU, YD. OF MIX -OMITE THE FERTILIZER IN BACKFILL FOR ALL PLANTS NOTED WITH A STAR MYCORRHIZAL INOCULUM TRI-C GRANULAR ENDO 120 OR MYCORRHIZAL INOCULUM TRI-C MYCO PAKS AGRICULTURE GYPSUM PER CU. YD. OF MIX ORGANIC MULCH MATERIAL A. B, WOOD CHIP MULCH SHALL CONSIST OF 100 PERCENT RECYCLED ABOVE GROUND TREE PRODUCTS. FREE OF DEMOLITION WOOD WASTE, GRASS, WEED SEED, YUCCA. PALM, BAMBOO, SUCCULENTS OR OTHER CONTAMINANTS, MULCH SHALL BE NITROGEN STABILIZED AND SHALL CONTAIN NO TRASH, HAZARDOUS WASTE, OR TOXIC MATERIALS. MULCH SHALL BE GROUND AND SCREENED TO 2 INCH MINUS PARTICLE SIZE_ C. BARK CHIP MULCH SHALL CONSIST OF GROUND FIR BARK SCREENED TO 1 INCH MINUS PARTICLE SIZE. 2.09 PRE-EMERGENT HERBICIDE A. PRE-EMERGENT HERBICIDES SHALL BE WETTABLE POWDER OR GRANULAR TYPE. B. SELECT PRE-EMERGENT HERBICIDE APPROVED TO SITE AREA, SOIL TYPE, INDIGENOUS WEEDS TO BE CONTROLLED. AND TYPE OF GROUND COVER TO BE PLANTED, 2.10 FERTILIZER TABLETS A. TABLETS SHALL BE "AG RI FORM" AS MANUFACTURED BY SIERRA INDUSTRIES, B, AGRIFORM 21 GRAM TABLETS. 2.11 MYCORRHIZAL INOCULUM A. SHALL BE ENDO-NET AMI GRANULAR AS MANUFACTURED BY TRI-C ENTERPRISES, CHINO, CA, (800) 927-3311. SOIL PREPARATION A. IN PLANTING AREAS WITH A GRADIENT LESS THAN 2:1, MECHANICALLY RIP OR HAD TILL THE AREA IN TWO DIRECTIONS TO A MINIMUM DEPTH OF 10 INCHES. B. REMOVE ROCK AND HARD CLOOS 3 INCHES IN DIAMETER ANO LARGER, REMOVE CONSTRUCTION DEBRIS, ROOTS, STUMPS, TRASH AND OTHER DELETERIOUS MATERIALS FROM THE TOP 6 INCHES OF SOIL C. APPLY SOIL AMENDMENTS, FERTILIZERS, AND CONDITIONERS EVENLY ANO AT THE SPECIFIED APPLICATION RATES. D, ROTOTILL TOP 6 INCHES OF SOIL TO A LOOSE AND FRIABLE CONSISTENCY_ E. FINE GRADE TO CONTOURS AND SPOT ELEVATIONS SHOWN ON THE DRAWINGS. AGRICULTURAL SOIL TESTING A. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTION OF SOIL PH, NUTRIENT LEVELS, AND CHEMICAL BALANCE UNTIL FINAL ACCEPTANCE BY THE OWNER. B. SOIL SAMPLES SHALL BE TAKEN AT LOCATIONS IDENTIFIED ON THE PLAN AND SUBMITTED TO A SOIL ANALYSIS LABORATORY. INCLUDE WITH THE SAMPLES, A DESCRIPTION OF THE PROPOSED PLANTING, A DESCRIPTION OF WHERE THE SAMPLES WERE TAKEN, AND THE TYPE OF ORGANIC AMENDMENT TO BE USED. C. THE ANALYSIS REPORT SHALL INCLUDE PH, N-P-K, SAR, ECE, BORON LEVELS, PERCOLATION RATES, AND SOIL PARTICLE SIZE AND TEXTURAL EVALUATION. THE REPORT SHALL INCLUDE RECOMMENDATIONS FOR AMENDMENTS, FERTILIZERS, APPLICATION RATES, AND PROCEDURES FOR CONDITIONING THE SOIL. D. THE ARCHITECT SHALL REVIEW THE ANALYSIS REPORTS PRIOR TO ORDERING AMENDMENTS. E. ACCEPTABLE LABORATORIES OFFERING SOIL TESTING SERVICES ARE: 1) WALLACE LABORATORIES, 365 CORAL CIRCLE, EL SEGUNDO,. CA 90245, 310-615-0116. 2) SOIL & PLANT LABORATORIES, P.O, BOX 6566, ORANGE, CA 92883, 717-282-8777, PERCOLATION TESTS A. TEST FOR PERCOLATION PRIOR TO SENDING SOIL SAMPLE TO ANALYSIS LABORATORY. B. C. D. AUGER ONE (1) HOLE PER EVERY SEVENTY FIVE HUNDRED (7,500) SQUARE FEET OF PLANTING AREA FOUR (4) FEET DEEP AT LOCATIONS DETERMINED BY THE ARCHITECT. FILL HOLES WITH WATER TO ONE HALF THE DEPTH OF EACH HOLE. MINIMUM OF TWO TEST ON JOB SITE. RECORD DROP IN THE WATER LEVEL AT THIRTY (30) MINUTE INTERVALS FOR A MAXIMUM OF SIX HOURS (6) OR UNTIL THE WATER HAS PERCOLATED, SUBMIT MONITORING RESULTS TO ARCHITECT FOR REVIEW. WHEN THE PERCOLATION RATE IS ONE HALF(½) INCH PER HOUR OR LESS, THE ARCHITECT WILL REQUEST ALTERNATIVES WITH COST FOR IMPROVING PERCOLATION AND DRAINAGE OF THE PLANTING AREA. MULCHING A. AFTER, PLANTING OPERATION ARE COMPLETE AND SHRUBS AREAS HAVE BEEN RAKE AND DRESSED, MULCH SHRUBS, GROUND COVER AND ALL BARE SOIL AREAS WITH A 3 INCH LAYER OF ORGANIC (OR INORGANIC -SEE PLANS) MULCH MATERIAL, B. MULCH LAYER SHOULD TAPER TO ZERO AT PLANT STEM OR TREE TRUNK. DO NOT PLACE MULCH MATERIALS UP AGAINST PLANT CROWN OR TRUNK. C. MULCH FLATTED GROUND COVER AREAS PRIOR TO PLANTING GROUND COVER, IF CALLED FOR ON THE DRAWINGS. 3.08 PROTECTION A. THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT AREAS INCLUDED IN THE CONTRACT, INCLUDING PLANT MATERIAL, SUPPORTS, ETC. UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER OR HIS REPRESENTATIVE. ,• PL.ANTING L.A~Ge SPl:CIMl:N ~ees (48"+) SPECIFICATION PLANTING HOLE Size -Hole depth should allow soil surface of the tree to sit at least 3" above the final grade. Do not over dig the depth and backfill it to achieve the proper depth. This backfill will settle and over time may result in the tree root ball being planted to deep. Minimum widths are specified in the detail. Typically it will be 3 times wider than the box with compacted soils. Drainage -If the site is determined to have compacted or clay soil affecting drainage, plant tree per detail. PLANTING Offloading -It is easy to damage trees during the offloading process so make sure you have experienced staff or hire someone who is experienced in this specific task. Planting -The box bottom is left on. Check to make sure the top of the root ball is at least 3" above grade and make sure no fill soil is ever added near the trunk. Do not remove the sides until you are sure the tree is set in straight and rotated to the desired orientation. Guying may be required on trees over 20ft tall. Remove the sides of the box, install the drainage system, and backfill with the amended soil when conditions are compacted or clay soils. Do not place gravel or sand under the root ball. Watering -Large boxed trees are purposely shipped dry so it is critical that the tree receive a through soaking the day it is received on site. Construct two concentric soil berms to provide watering basins at least on foot in depth. The inner berm is placed just inside the tree root ball. The outer berm is placed just outside the backfilled soil. Fill these basin to a 12" depth and allow them to drain in at least 3 times the day of planting. Start normal watering cycle 3-6 day after the initial heavy watering. POST PLANTING CARE Watering -Improper watering is responsible for 80% of post planting problems. After the first day's initial heavy watering the goal is to apply water after the soil, at a depth of 6"-18", has dried out to slightly moist but not powder dry. The only practical way to check the soil at that dept is to use a soil probe or soil moisture sensor. It is recommended that the contractor use a 'Watermark' soil sensor. Large boxed trees have their own dedicated irrigation system. Your goal is apply water periodically in sufficient amounts to keep the root zone (generally at 6" -30" deep) in a range between saturation, (the day of watering) and only slightly moist. Applying water too frequently keeps the soil too near saturation which will rot the roots and applying too much water per application keep the bottom of the root ball saturated, even through the top dries sufficiently. Since roots will not populate the backfill soil in significant amounts for 3-6 months you need to check moisture in the root ball area. The backfill area will need water very infrequently at the start since there are no or few roots utilizing the water. For starter, apply water on the tree times a week in sufficient amounts o saturate to a depth of 30". Frequency can vary from once a month if it is very rainy January, to 3 times if it is a hot windy Santa Ana September. Planting ground cover, lawn or flowers which require normal watering in the drip line area risk keeping the soil too wet for the tree. It is best to mulch under the tree or plant drought tolerant plants once the tree is established. The berms that were built to facilitate the initial soaking can be removed once the irrigation system that wets the root ball adequately has been installed per plan. Fertilizing and pruning -There is no need to fertilize for the first 3-6 months as the tree arrives with sufficient amounts. After that time apply a slow release, fertilizer per the rate notes and specs. When pruning, do not remove over 10% of the green foliage the first year. L.0!1'4 VOL. TAG!: LANDSCAPE: LIGHTING INSTAL.L.ATION NOTES ecope OF l"IORK: THE SUPPLY AND INSTAJ.l..ATION OF' .A 1:l VOLT LANDSCAPE LIGHTING SYSTEM Jl'iHICH INCLUDES A THE FIXTURES SPECIF'IED ON !..IGHTING !..!¼,END AS !'el..!.. AS THE INSTA!..l..ATION OF l..OJl'i VOLTAGE TRANSFORMERS AND DIRECT SURIA!.. CASI..!: NECESSARY TO COMPLETE l...AYOUT A5 5HOJl'iN. THIS LIGHTING Pl..AN 15 DIAGRAMMATIC AND 15 INTENDED TO 5HOJl'i GENERA!.. FIXTURE l..OCATION5 AND UTl!..ITl!:5. CONTRACTOR 15 RE5PON51SI..E FOR NECE55ARY l..lNE (1:lOV) AND l..OJl'i VOLTAGE (1:lV) Jl'iORK TO COMPLETE THE LIGHTING DESIGN A5 5HOJl'iN. STANDARDS: Al..l.. l"IORK PERFORMED 15 TO COMPLY Jl'ilTH THE UNIFORM SUl!..DING CODE, CAJ.IFORNIA EJ..ECTRICAJ. CODE TITLE 8, AND Al..!.. l..OCA!.. CODES AND ORDINANCES. CONTRACTOR 5HA!..l.. P055E55 Al..!.. NECESSARY LICENCES TO COMPLETE DESCRIBED l"IORK AND 5HA!..l.. CARRY GENERA!.. l..lASl!..ITY AND l"IORKMEN'5 COMPENSATION INSURANCE. CONTRACTOR 15 TO OBTAIN Al..!.. NECE55ARY PERMITS TO COMP!..ETE l"IORK DE5CRISED. IN5TA!..l..ATION CONTRACTOR 15 TO VERIFY SITE MEASUREMENTS, GRADES, EX15T'NG CHASE l..lNE 5L.EEVE5, EXISTING PLANT !..OCATION5 AND EXISTING UT!l..lTIE5, EQUIPMENT AND 5Jl'ilTCHING CONTR0!..5. CONTRACTOR 15 TO PROVIDE Al.I.. NECESSARY COMPLETE IN5TAJ.l..ATION A5 SPECIFIED. 1. DIRECT SUFI.IA!.. CASl..!: CABLING 5HOJl'iN ON PLAN 15 FOR FIXTURE GROPING ONLY. CASL.E TO SE CIRCUITED AND SIZED TO PROVIDE A MINIMUM OF 10.S VO!.. Te AND MAXIMUM OF 11.S VO!.. Te TO Al.l.. L.IGHTING FIXTUFl.1:5. MINIMUM UND!:RGROUND LOJl'i VOLTAGE CAS!..E SIZE 15 1:l GAGE MUI.Tl-STAND DIRECT SURIAl... IN5TA!..l.. CASL.E Al.ONG THE EDG!: OF HARD5CAP!: AND MOV'<5TRIP5 Jl'iHENEv!::R P0551S!..E. MINIMUM CAS!..E DEPTH 15 5". CONTRACTOR 15 TO INSTALi. 1" PVC CHAS!: LINE 51..1:EVl:5 i"<ITH SV'el:P CORNERS FOi'<. ANY CASI.!: !<.UN UNDER HARDecAPI: OR DIFFICUI.T TO ACCE55 ARl:A5 SUCH A5 AT GRADE DECl<5 AND HIGH IMPACT ARl:A5 SUCH AS CO!..OFI. Pl...ANTEFl.5 THAT RECEIVE 5eA50NAl.. COL.OR CHANGES. !..!:AVE :l4" I.OOPS AT Al.I. F!XTUF<.E l..OCATION5 FOR FINA!. ADJUSTM!:NT. AL.L. Jl'ilF<.!: JUNCTIONS 5HAl..L. SI: 11'1.ATl:F<.PF<.OOFl:D l"!ITH APPFl.oveD CONNl:CTOF<.5. ONI.Y FUL.I.Y ENCAPSUI.ATEO 11'1.ATERPl'i'.OOF CONNECTOl'i'.5 F<.ATED FOi'<. DIRECT SUl'i'.IAI. i"<ll..L. se ACCEPTED. SI.ACK-TAPED CONNECTIONS SE l'i'.EJECTED. :l. FIXTUF<.E LOCATIONS VERIFY EXACT I.OCATION i"<ITH I.AND5CAPE Al'i'.CHITl:CT 01'<. Oi"<NE:R'5 AGENT BEFORE COMMENCING IN5TA!..I.ATION. Al..1. FIXTUF<.E5 5HA!..1. se IN A N!:i"<, UNUSED CONDITION, EQUIPMENT 5HAJ.L. SE THE TYPE 5PECIFll:P -THEl'i'.E Jl'ill.l. SE NO 5US5TITUTION5 Jl'ilTHOUT Pl'i'.101'<. APPF<.OV Al. Fl'i'.OM L.AND5CAFe AF<.CHITEC T OF<. Oi"<NEF<.'5 AGENT. INST A!..L. AI.L. EQUIPMENT A5 Fl:F<. MANUFACTUl'i'.E'5 SPECIFICATIONS AND DETAl!..5. S. TRANSFORMERS 5HA!..L. SE TO SE IN A 5TAINI.ESS STEEL. THAT 15 100% LOADED. TRANSFOFI.ME:R5 TO se INSTALi.ED INCON5PICUOU5l..Y USING Pl...ANT MATERIAi. 01'<. SITE F!:ATUFI.E5 TO osecuF<.E A DIRECT VIEJl'i OF THEIi'<. l..OCATION5. AVOID L.OCATION5 THAT AF<.e eA51l..Y ACCE551Sl..E TO CHII.DREN OR THAT ARE IN A DIFl.eCT PATH OF IRRIGATION 11'1.ATl:FI.. IN5TA!..I. TRANSFORMERS 1:l" OFF FINISH Gl'i'.ADE AND I.Eve!... Al.I. i"<IRES I.EADING TO OR FROM TRANSFOF<.MEFI. 5HAl.l.. SE IN CONDUIT 51.EEVI: THAT 15 FIFI.Ml..Y AFFIXeD TO MOUNTING SUFI.FACE:. AI.L. JUNCTION SOXl:S AND OTHeFI. eQUIPMeNT 5HAI.I. Se UI. APFF<.OVl:P FOR i"<eT l..OCATION5. FAINT TRAN5FOFI.MeFI.S AND ANY NECE:55AFI.Y JUNCTION soxes OR CONDUIT TO MATCH THI= 5URFACe ON Jl'iHICH THi:Y AFl.e MOUNTl:D. IN5TAI.!. TRAN5FOFI.MeF<. ACCORDING TO MANUFACTUFl.eR'5 5Pi:CIFICATION5 AND I.OCA!.. CODi:5. Al.I. EXPOSED MeTAI. FARTS INCI.UDING TFI.AN5FORME:R5 5HAl.l.. se PeFI.MANi:NTI. Y GFI.OUNDi:D IN ACCORDANCE Jl'ilTH THE: NATIONAi. E!.ECTRICAI.. CODE. 4. TREL.1.15 l..lGHTING VeRIFY FINAi. FIXTURE I.OCATION PRIOR TO IN5TAI.I.ATION. Ai.I. i"<IRING 5HA!..I. se CONCl:Al..ED FROM PRIMARY VIEJl'i SY Fl.OUTING OUT TREl.!.15 F05Te OR SY OTHi:R METHODS APPFI.OVi:D SY l...ANDSCAPE ARCHITECT. Al.I. i:QUIPMENT SHAI.I. se FAINED FO NECE55AFI.Y AS SPECIFIED SY Oi"<NER'5 AGENT TO MATCH THI: 5URFACe ON i"<HICH IT 15 MOUNTEO. S. TREE I.IGHTING Vi:FI.IFY FINAi. FIXTURI: I.OCATION PRIOR TO IN5TA!..I.ATION. TREE CASl.e 5HAI.I. se 14-16 G-AUGE SFI.Oi"<N OR S!...ACK I.Oi"< VOi.TAG!: Ti"IO-CONDUCTOFI.. RUN 1:l GAUGE CASI.I: ONI.Y IF 14 GAUGE Jl'ill.l. NOT PROVIDE FIXTURES i"<ITH THE 10.S VOi. T MINIMUM. IN5TAl.l.. ASI..E ON THi: SIDE OPP051Ti: PRIMARY VIEV'< i"<ITH NYl-ON C-Cl.11"'5 AND A 51NGI..E 5TAINI.E55 5CF<.EJl'i. DO NOT use 5TAF!..i:5, A5 THI= TREE i"<l!.I. EXPAND, CUTTING INTO CASI.I:. I.EAVE A 51..IGHT 51.ACK IN TREe CASI.I: TO AI.I.Oi"< FOR EXPANSION OF THe TREE. MAKE CONNECTIONS IN MINI J-SOXE5 USING THE INC!..UDEO Yl:!1.l..Oi"< Jl'ilRE Nlie. IF NO MINI J-SOX 15 use, MONTY THe CONNECTION so THAT THE Jl'ilR!! NUTS ARE POINTEO UP, FR!:VENTING ANY 11'1.ATl:FI. FROM COI.I..ECTING THEM. l..lGHT!..Y SPRAY PAINT Jl'i!F<.E AND CONNECTION TO MATCH TREE COi.OR -TYFICA!.!.Y KFI.Yl..ON PRIMER GR.AY OR Fl.AT Si.ACK. 6. TESTING CONTRACTOR 15 TO COORDINATI: A CONV!:NIENT TIME IN THe !:VENING TO TEST AND AIM Al.!. EQUIPMENT TO THI: SATISFACTION OF THe l...AND5CAPe ARCHITECT OR Oi"<NEFl.'5 AGi:NT. -r. GUARANTEE UPON COMPLETION AND ACCEPTANCE OF THI: DE5CRISEP i"<ORK, THe CONTRACTOR SHA!..!. PROVIDE A G-UAl'i'.ANTEE FOi'< Al..1. l"IOl'<KMAN5HIP AND EQUIPMENT FOi'< TH!! P!!l'<IOD OF ONE Yl:!AI'< FROM THE DATE OF ACCEFTANCI:. Al.I. 11'1.AF<.RANTY SERVICE l"IOFI.K 5HAI.!. se PERFORMED AT NO COST TO OJl'iNEF<. AND SE DONE ON SITE i"<HEN P0551S!.E. 8. A:1 SUII..T BEFORE FINAL. PAYMl:NT 15 RE!.EA5ED, CONTl'sACTOFI. i"<I!.!. PROVIDE OJl'iNEl's, AT A PF<.EDETERMINED COST, Jl'ilTH A COMPLETE AND REPl'<ODUCISLE Dl'sAJl'ilNG-OF THE :IYSTl:M I.AYOUT A:I IT Jill.A:\ ACTUAl.l..Y !N5TAl..l.ED. TH5 DRAJl'ilNG 5HOU!..D INCi.UDE THE 1.0CATION OF UNDERGROUND CASI.!:, CHA:IE !.INE 51.E..=v!:5, AND Al.I. FIXTUFl.1:5 AND EQUIPMENT. APPROVED FOR PLANTING "AS BUil T" AND IRRIGATION ONLY, TITLE ________ _ DATE .&"~":~::::-1~ INCLUDING PRECISE ~~~ "-,---,---r---------..L...-L_o_c_A"TT_I_o_~ .... R-~_r ... s_.P_L..,..A_N_T...,I_N_G_...J...:.:~::..;.:..::.;:::..;.:..:..:R..:..B_Y_: _______ :..;.DA..:..T..::.;E_-1 1----+---+--------------+---+---1----+----1 ~ CITYPL£!lG ~i1s~~SBAD ~ AUGUeT carlebad ca "160 -4S4·:l1S:l DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ::===--==========='..==~ Matthew Residence APPROVED _.,,f_ i_"r-) ,~~ PLANNING u DAE OWN BY: __ _REllll__ PROJECT NO. DRAWING NO. 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FINISH Gi-1.ADE ,-----i' 1--[--' I --1 , -I BAL.!.. VAL.VE J/'IIITH HOSE Tl-1.EAD FITTING SET JUST BE!..OJ/'11 !..ID CD FINISH GRADE (D MODEL MPR40-06-CV Q) LATERAL TEE OR ELL CD LATERAL PIPE SWING JOINT: r2\ HUNTER 'PRO-FLEX' TUBING, \.V HSBE-050 ELBOWS (2), & MAR LEX STREET ELBOW ( 1) 2 /, .11"-I G)MULCH Q) FlNISH GRADE @GRATED CAP "'HUNTER PCB BUBBLIR \.V (OPTONAL) ® HUNTER HCV CHECK VALVE (OPTIONAL) @PATENTED STRATA ROOT SYSTEM r-i\ HUNTER SWING JOINT '-!..1 (OPTONAL) @LATERAL TEE OR ELL/PIPE @ROOT INTRUSION BARRIER NOTE: INSTALL HUNTER FlLTER FABRIC SLEEVE- l I ' i 4_1_ 3 (GH) GA~DEN HOSE INSTAL.L.ATION 15-MP ~OT 14-mee TU5E: ~OOT ~TE:~ING SYMBO!..S M NOSYM ev GV GH ------------ C.HASE L.INE • [61 [El ® G MANUFAC."T'. POC V'llL.KIN6 HUN7a'. HUNT!SF< A5APPROveD t=?.AINBI~ F<AINE'lll'OI:' ~AINBIRP Fl:.A!NISI~ CONTAACTO"- AT FABRIC A TEP 1'.A.1NSIPtD CHASE I..INE A I.. I.. E E N MODE:!.. NO. I DE:ec.1-1.IPTION $00 Hl..i;:. 1" ~le& PFtessuR.E R.l=GUJ..A1"1NG YAl..Ve, lNeTAJ..l.. 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IN$i~ (IF APPL.ICASJ...1:) i""I.ITH RJl"I. TA6e, ANP STATION 1.0. TAG ANC, V'IITH)N YAL.\/1:. SOX ASFOL.L.OV'iS, 1" Ae5EMBL.Y V'\ITHIN RAINBIRP \/5-STP BOX; 1-1/:2" ASSE:MSL:T' )/"'(!THIN RA!N6iFtD Vl:.-.JJMSO YAi-\/e eox 100-PeSBR ~ITH at<CH~-100 F~ FJ..01"15 0,,2$ TO 1S $PM; iSO-FeeeR J/1,llTH .::! QKCHK-150 FOR FJ...OY',lf, GRA'T'El=t THAN 15 GPM; Al..L. !!:QUIP -ro SC SIZl:D AS 11..1-USTRATI:D IN THI!: VE!TA!L. O~IN6. INeTAL.L. (IF' APPI-ICASL.E.) Jl"'(ITH R..V'I. TAGfi, AN!:) STATION 1.0. TAG ANO Y',llTHIN VAL.Ye BOX AS FOI..J..OV'IS, 1" ASSEMSL.Y J'lilTHIN RA.INBIFi!.D Ya-STD SOX; 1-1/:2" A~Sl..Y l'-IITHiN RAiNSI~ VE,-..iUMSO VAL.Yf! BOX X!"5-P-06-1e-(PURPLE U5!:P FOR R.C.J POL.YeTHYJ..ENe DFi:.IP L.INe ~ PRE-lN5ERTW o.=i.: e.PH EMl'iTI:R @18" O.C. L.!NE SPACED 1e,-1e,·' o.c.- C..URVeO OR. STR,Q,.IGrHT SYMBOL.. secu~ DRIP J..INI?: l"'{liH ST APL.Ee 5' O.C. INSTAI..L. V'IITH 4" MIN ANr, 5" MAX c:.oveR. AL.I.. TUBING CONNECTION& TO Sf: ~iTH RA!NSIRD XFD SER!£$ 1i MM INSf!R.T F!TTINS,S, Aflt VAJ..VE KIT Al!lll / VACUUM Rl::L.IEf= Y,'1,.LVE SET jlljlTHIN 10" ROUN1' POJ..Y MANIFOJ..D J..OC-AT!D A'T Hti$-HES'T" !..OCAL. el..EVA.ilON APFftl.OX!MAii!L.Y- ~HERE SHOll"\N D~I~ LINE: F:...U5H VAL.YE MANUAL. SHUTOF'F VAL.VE )l'll:liHIN 10" ~NO YA°'-VE SOX AT POJ..Y L..ATI:1'AI.. !:ND~ PVG EXHAUST MANIFOJ...0 AF'Pf<.0Xit¥\'ATI?LY IAIHE!:Rf: SHOJ"'{N ANP CONSTRLICTI:D A$ PER DE.TA!!.. Dl-t/P INDICATOR -4 INCH POP UP He:,~ YVO NOZZL..I: INDICATOR OF AC.11VE! SYSTE!',,'1 SL..EEVE NOTES SLE:!:VE:S UNDER ROADS; I&" OR Ll:SS IN DIAME:TE:R -Si&" COVl:R; G'"1.l:ATE:R THAN 6" IN DIAMl:TE:R -48" COVl:R; SCHl:t,ULE: 80 PVC SLE:!:VE:S UNDE:R PAVING (NON-ROADS); Less THAN S" IN DIAME:TE:R -18" COVl:R; S"-5-1/:2 IN DIAMETER -:24" COVl:R; e," OR GR!:ATE:R Si&" COVl:R SCHE:DULE: 40 PVC T~EE TUSE I..EGEND SYMBOL. MANUFAC.TUl-1.E MODE!.. @.2s HUNTE:1-1. so $.so HUNTE:1-1. i-1.ZJ/'115-1 e-.25 .25 /11:> @.so HUNTE!'<. .5 so P~ESSU~E I..OSS CAI..CUI..ATION 1/'lATEI'<. MeTEI'<. 5/4 inch METEl-1. EL.EV 6:2' STATIC Pl'<.ESSURE ;e, (CITY 1/'lATel'<. DE:PT) e!..EV HlcS,HeST HEAD 64 Pl-1.eSSUl-1.e l'<.EQUll'<.ED 50 STSTEM TE:STED 111 -e,_; cS,PM OTY SIZE: ITEM e.o· 5/4 METE:1-1. 1" C.OPPEI'<. !..INE 1" SACK F!..0/l"l 5/4 MA::>TE:I'<. VAL.VE: 54 cS,ATe VAL.Ve 1" PVC MAIN S4" CONTROL. VAL.Ve 54" PVC. !..ATEl'<.A!.. !..INE FITTINcS,S (10%) e!..EVA CHANcS,e TOTA!.. SYSTEM LOS$ Pl'<.e$$Ul-1.E TO OP!:l'<.A TE: H!:ADS !..Ol"!e$T STATIC. Pi-1.ESSUI'<.!: A!..!..OJ/'£D TOTA!.. Pl'<.eSSURe NEEDED RESIDUA!.. Pi-1.ESSUl-1.E PSI e,,1 SP~Y HEAD DE:TAI!.. SYMBOL. MANUFACTUl-1.E MODE!.. LOSS 1.:2' 1.4 4 s . .:. :. 1.9 5./;, :.h . .:.e, 1"i.16 50 50 50 :.e, 14 14 14 1 'lO 1 1'!5 1 :so 2 100 2 120 2 115 2 11:>0 2 1"!0 2 250 5 11:>0 HUNTEl-1. MF1000 HUNTER MP1000 HUNTEl-1. MP1000 HUNTEl-1. MF:2000 HUNTEl-1. MF:2000 HUNTER MF2000 HUNTEl-1. MP2000 HUNTEl-1. MF:2000 HUNTEl-1. MP:2000 HUNTEl-1. MF2000 HUNTEl-1. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1..EGEND Ai-1.C 1-1.ADIUS Pi-1.ECIF GPM PSI "!O 12 .46 .16 so 115 12 .S so 250 1:2 46 .4 so "!O 1e, .55 50 100 1e .S'l .55 50 120 11:> .S'l .4 50 115 1e, .5"1 .62 50 100 1e .5"! .65 so 1"!0 1 e, .66 50 .'l 50 100 4-2e .1"1 50 "AS BUil T" TITLE ________ _ REVIEWED BY: INSPECTOR ~ CITY OF CARLSBAD DE:TAI!.. 1 4 10 1 DETAIL. 15 15 15 15 1$ 15 15 15 15 15 1S DATE DATE SHEETS L.-e SEPT 20:21 1----<----+-----------------1-----+---+---+---1 ~ PLANNING DIVISION ::===-=========='...'.::::=:::: Matthew Residence 1----+---+--------------+----+---<,--.-+---< I ~P~ROVED~ 4s;;,;< ,o/,J/2-i . PLANNING DA TE 1--.,,...,.,=-+-c-=c,-+-----------------+----+-----+---+---i ;:;D;:::WN:=::::::::B=Y=: ::::_:::;;:RE;;::W:;:; .. = __ ::;-;:===P=R=o=JE=c=T=N=o=. =~=D=R=A=w=1N=G=N~O. DATE INITIAL DATE INITIAL DATE INITIAL L., 2021 0018 REVISION DESCRIPTION CHKD BY: -~ -c.-c. -ENGINEER OF WORK OTI-IER APPROVAL CITY APPROVAL RVWD BY: RB"/_ lJP-2020-0027 DWG 5315L 1 MODEL 975XL BACKFLOW PREVENTER CONCRETE BASE II l 12" MIN. 30" MAX. Iii' 111 I -11:- ----=L...:.."1' -,, -, DIRECTION OF FLOW Ci) SACl<Fl..OY°'i PF<.EVENTEF<. 10 11 4 PRESSURE GAUGE -PERIMETER LA 1ERALS: 4" MIN., OR 1/2 LATERAL SPACING MAX. FROM EDGE OF PLANTER. 1 4-~ 8 6A 1-XFS DRIPLINE-SEE SPECS & LEGEND. 9-RAINBIRD AR VALVE KIT 2-XFD INSERT TEE OR Ell. 10-NETAFIM TLOSOMFV-1 LINE FLUSH VALVE 3-XFD INSERT CROSS 11-10" ROUND VALVE BOX- 4-BLANK DRiPLINE TUBING SEE ACCOMPANYING DETAILS FOR 5-RAINBIRD XFD-MA-050 X 1/2" MPT ADAPTER INSTALLATION 6-PVC TEE -SXSx1 /2~ THREADED. 7-PVC EL -SX1 /2" 1HREADED 8-PVC PIPING INLET OR EXHAUST MANIFOLD. NOTE: 12-BURY DEPTH-SEE NOTES AND SPECS A. RUN OF EL OR TEE TO BE SIZED EQUAL TO LATERAL. 8. DRIP-LINES TO BE LAID FLAT AND SECURED TO SUBGRADE WITH STAPLES At 5' CENTERS PRIOR TO BACK-FILL WITH MIN. 4" / MAX. 5" COVER. C. USE CAUTION WHEN SECURING DRIP-LINE WITH STAPLES. DRIP-LINE SHALL NOT BE OBSTRUCTED, K!NKED, OR STRETCHED. 0 6 PVC TO POLY SUB-GRADE 11 SECTION VIEW-N. T.S. 4" AMMENDED SOIL.I' BARK MULCH' INSTALLED AFTER TUBING INSTALLATION ---DRIP TUBING •-;-,-t• • " ---AMMENDED SOIL• BRING SOIL LEVEL T04S" BELOW FINISHED GRADE PRIOR TO DRIP TUBING INSTALLATION WIRE STAKE RECOMMENDED INSTALLATION: •ASPER LANDSCAPE DRAWINGS TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 4.5" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING BACKFILL PINAL 4.5" OF SOIUBARK MULCH OVER THE TUBING AFTER INSTALLATION OF THE TUBING AND OBSERVATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE. DF<.IP CONNECTION i 1:2 r-REMOTE C.ONffiOL VA!..ve. IS-PVC SCH eo UN!ON -VALVE s1ze- 2-Q.l!CK-GHECK BASKeT FIL "!'ER. Y'IITH REO!JC.1N,:$, eueH!Ne-IF REOOf<.EO,- S--f'RE SET PRE5SURE RE6LJ!..ATOR 14-PYC 45 PEG,, B..L -TY1"' 4X. 4-ISOLATION 6ALL VALVE -&tZE EG.t!AL TO 15-PVC.. SCH eo TEE ON MAIN OR MANIFOl-D. ~~~#i~~~~f~;;~:N:{~:1 /~a~sf?~~x i-ve::::oi:,gp 1,,ll+io,j COIL Y'I/ :2' EXTRA )'QRE. *l:21$-Da-2-0& VV1"URPLE C.AM LOCI< LlD. &-SOLEMOID Yil~ Jq-DIRT eKJRT OF THE DURA DRI...SOX.- "1-NET AFtM 51NG1.E NET GA6L.E AND CONOOIT DRILL DRA!NASE HOl.f5. I ~ %H 40 P\/C, ti I TH D~~ C,Ae!J: 20-SRICK OR 6LQC.K SIJPPORT I 10-PVC SQ-I eo NIPPLE -TOE~ L.A.R. 9,;e,• ISAAYEL SUMP AND LEY'ELJN6 F'AO, 9", II-PVC 5C-H e,o NIPFLe -TSE~ L-,A,~. 6EH!ND 21-DeEP, MINIMJM. 12-PVC-5'-H 40 qoi,ee,. EL.BOl<'!S 22-UN01S1\/Ref:D/COMPAc;,TEJ:; SUBGRAOE. NO"J1;$,, 29-FLUSH IN~. r IN 6ROUNDG-O\IER. AORIP VALVE ""55EMBLll:5 OF LOK ANO MEO!lR-1 FLOW Sl1'1JAT!ONS. e, GGINTRACTOR SH,t,U. JNCL!Jt)f; A GHRIS>TY'S ~ t,;ARNfNCS, ANP u:,, TM lND!t;-ATINS- GON'Tl'lOU..l;lt AMP 5TATIQN ~Mal=R. TA,$,$ SHAI-.L. ~ ATTACHe:t:' TO VAL.VE'~ eol.T. C. 4$ ~-~ TO eE SCH e,o l.lf'5~M :,1pe AND :;<;.H ,40 ~TR.eAM :!!DI: Cl. LOJ/i Fl...Qloll RE15UL.ATOR TO IHCl,,.l..lVE l"X5/4" tT et.lSHINGo c;)N Im.Er AND ovn.Ei. I!. SIZE ASSEMel. Y ~l~ TO FLOl"C A$ FOL-L..Qi,;e,, 6PM RGV FILTER ~ATOR JO -a, Tl"Vl"!co-a't" GKCHK.--loo-:200M ~...fO..Lr' ~.! • ei TPVl"'IOO-Ef'F Gll<GHK•I00-:200M PMR-40--MF ~.I -12 P..,!~:26-o4 GIKCHlc:.-I00-200M PMR-.40-HI" Fb:.V av TORO, FIL ,a., eY AAll'SIRDi ~TOR EIY SENl-ll~ VAL.Ye SO,< 6Y ~ eALL VALVE TO Bl':' •662'1 !!"I'~. DF<.IP IF<.F<.lcS,ATION F<.CV ASSEMSl.. Y I-6" POP-l.lf' SPRAY HEAP I/A C 2-16 5EF!.IES..YAN-APJJSTABLE Al<C NOZZLE 6-MAN!JFAc.i1JR.ED SN.INS .JOINT- AAINBIRO MOD!:L :ISA 06 5050 4-RAIN61RD XFD-TFA-015 TEE lNSERT 11:E 5-$CH 40 .iS"X.5~ TT 6USH1N6. NOTE, 6-POL 'r'ETHUaNE 6LANI< 'T\J6IN5-I1MM. 1-SOIL COMPAcTl=D TO EG\JAL APJAcENT HOF!.TICVI.. T1JF!.Al. SOILS e-AT FINISH G>RAOE !N Tl.JR'F; 2" IN SHFW6 AF!.EA. q-6" TO 10" rROM HARPSCA.Pe A POP-lJP 60DY TO BE AAINB!RD Rl'-o6-S-NP e. NOZZLE TO 6E At>JJSTI:D C.l..OSED DUR!NcS-NORMAL ~TION, oPeNc0 DI..JRINe, SYSTEM FUJSHIN6 MAINTENANCE OPERATION. C.. REC::.YGLEt' YiATf:R JAIARNINe-C.AP. D. HEADER SIZE TEE Y'l/ l/2 IN. THREADED SIDE INLET. DF<.IP INDICATOF<. PRIPLINE BLANK LATERAL PL 2000 POLY CONNECTION FITTINGS TO PRIPLINE LATERALS~ ---- DRIPUNE BLANK LATERAL----! ,__..._ __ PVC HEADER SIZE PER PLAN MIN SIZE 3/4" AIR/VACUUM RELIEFVALVE---lol PVC HEADER -----1 MIN. 3/4" SIZE FLUSH VALVE _ __.,.. --- PVC LATERAL------_J / CONNECTION TO PVC LATERAL-=-..; SEE LEGEND FOR TYPE I ~RIP RCV ASSEMBLY DL 2000 IN-LINE TUBING IN ROWS 12-16 INCHES ON CENTER ON --- LEVEL GROUND. INSTALL TUBING 4-6 INCHES OFF EDGE OF PLANTER. INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH TUBING SECTION PER PLAN. RUN AIRNACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM. ATTACH ALL IN-LINE DRIP TUBING TO BLANK LATERAL MORE THAN TWO RELIEF VALVES MAY NEED TO BE INSTALLED PER SECTION DF<.IP CONNECTION Pl.AN s MOUNT AUTOMATIC CONTROLLER ON MOUNTING BRACKETS INSIDE APPROVED PROTECTIVE ENCLOSURE ON-OFF SWITCH FlNISH GRADE 8" MIN. 1 /2" BY 5-FOOT MIN. COPPER GROUND ROD, j ELECTRICAL CONDUIT TO SOURCE CONTROL UNIT REQUIREMENTS 120 V., 60 Hz, 2 AMP. MAX. NOTES, ~-~-· ... ~-· APPROVED VANDAL RESISTANT CONTROLLER ENCLOSURE STANINLESS STEEL CONCRETE FOOTING, INSTALL 3" MINIMUM ABOVE GRADE AND SLOPE CONCRETE AT 2% TO DRAIN \ REMOTE CONTROL VALVE WIRES, AWG UF #14 SECURE WlRES TO CONTROL UNIT AT TERMINALS PROVIDED IN CONTROL UNT, EXTEND ONE COMMON WIRE TO ALL R.C.V.'S AND ONE CONTROL WIRE TO EACH R.CV. (TYPICAL) COMMON WIRE SHALL BE TIED INSIDE PROTECTIVE ENCLOSURE WHEN REQUIRED. 6" MINI. CONDUIT AND IRRIGATION INTERCONNECT WHEN REQUIRED PVC SWEEP ELBOW SIZE f>S REQUIRED 1. COMMON WIRE TO BE WHITE AND CONTROL WIRES TO BE COLOR CODED. 2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER ANO R.C.V .. 3. ALL WIRING • CONDUIT OR PLUMBING TO GO THROUGH BOTTOM OF CONCRETE FOOTING. 4. AFTER ESTABLISHMENT OF ALL PLANT MATERIAL CONTROLLER SHALL BE PROGRAMMED TO IRRIGATE SOLELY DURING NIGHTTIME (TYPICAL) 5. CONTOLlER TO HAVE A RAIN SHUT OFF SWffCH IN STAINLESS STEEL VANDAL PROF ENCLOSURE CONTF<.01..l..EF<. F.G. l 6------~ 1-RAINBIRD XF INSERT TEE OR ELL. 2-RAINBIRD XFS COPPER SHIELD DRIPLINE- SPECS & LEGEND. 3-RAINBIRD XF SERIES BLANK POLY TUBING. SEE 4-SEE SPECS FOR DEPTH. S-RAINBIRD XFD 3/4" MALE ADAPTER. 6-PVC TEE -SxSx3/4" THRF.ADED. 7-PVC PIPING INLET OR EXHAUST MANIFOLD. 8 ST AF<.T CONNECTION PVC TO PO!.. Y ~~~oE APPROVED VAf..VE BOX REMOTE CONTROL VALVE BRASS OR COPPER NIPPLE & UNION. 12" MAX. PVC SCH. 80 NIPPLE, LENGTH AS REQUIRED TYP. TWO PLACES. PVC LATERAL LINE ANGLE TO SPECIFIED DEPTH WITH 45-0EGREE ELBOWS SIZE PER DRAWINGS PRESSURE MNN LINE I APPROVED WATERPROOF CONNECTORS EXPANSION LOOP I PVC SC.40 ELBOW 1 " TURF AREAS 2" SHRUB AREAS 18" MIN. BRICK, ONE AT EACH CORNER OF VALVE BOX CONTROL AND COMMON WIRES. TAPE WIRES TO MAIN LINE PVC SCH. 40 TEE OR ELBOW NOTES: 1. INSTALL CONTROL AND VALVES MINIMUM 2' APART, 2' F'ROM STRUCTURES OR HARDSCAPE IN SHRUB' AREAS. 2. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. 3. PLACE BOXES AT RIGHT ANGL~ TO HARDSCAPE OR STRUCTURES. 4. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL !N DIAMETER TO DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD REDUCE-BUSHING: TO BRING PIPING DIAMETER TO REMOTE CONTROL VALVE SIZE. REFER TO IRRIGATION CONSTRUCTION DOCUMENTS FOR PIPING SlZE. 5. FOR RECYCLED WATER USE PURPLE LID ON ALL VALVE BOXES. 1S F<.EMOTE CONTF<.01.. VAl..VE 4 I 12" MAX. APPROVED VALVE BOX NlPPlE &: UNION PRESSURE MA1N LINE ANGLE TO SPECIFIED DEPTH WITH 45-0EGREE ElBOWS. S!ZE PER DRAWINGS. NOTES: BALL VALVE BRICK SUPPORTS THREE REQUIRED PVC SCH. 40 MALE ADAPTOR TYP!CAL 1WO PLACES PEA GRAVEL (MIN. 2 CU.FT) l. BAU. VALVES 2 1/2H AND LARGER SHALL BE AWWA APPROVED AND HAVE A 2~ SQUARE OPERATING NUT IN LIEU OF' BRASS HANDWHEE'.L AND FLANGE CONNECTIONS IN LIEU OF' UNIONS. 2. BALL VALVES 8~ ANO LARGER SHALL HAVE TRANSIT ADAPTERS. -3. PlACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX 4. BALL VALVE SHALL BE !NSTALI...ED IN SHRUB AREAS UNLESS OTHERWISE APPROVED SAl..l.. VA!.. ve 5. F'OR RECLAIMED WATER USE PURPLE UD ON All VALVE BOXES. 6 4 2 INSERT ADAPTER 3-RAINBIRD XFD-ELBOW INSERT FITTING 4-18" X .536" 1.D. FLEX PVC HOSE. 5-RAINBIRD XFS OR XFD DRIP TUBING 6-10" ROUND VALVE BOX. NOTES 11 A. IN THE CASE OF POLY LATERAL END OR FLUSH MANIFOLD COMPRESSION ADAPTER WILL BE NEEDED. NO COMPRESSION ADAPTER IS REQUIRED WHERE A PVC FLUSH MANIFOLD IS USED. B. PVC SCH 40 OR POLYETHYLENE LATERAL LINE OR FLUSH MANIFOLD. DF<.IP l..lNE 61..0Y-i-OUT / END Fl..USH s 10 FINISH GRADE 12" MIN, 18~ MIN. NON PRESSURE lATERAL LINE CLEAN BACKFJLL CONTROL WIRES I ON RECYCLED MAINS INSTALL TWO (2) WARNING TAPES AS SHOWN. TYPICAL PRESSURE SUPPLY LINE MIN. 2" OF CLEAN EARTH 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. 3. WHEN USING RECLAIMED WATER , MAINTAIN MINIMUM 1 O' HORIZONTAL SEPARATION BETWEEN POTABLE AND REClAIMED PRESSURE LINES. WHERE LINES CROSS, PROVIDE PVC SLEEVE FOR POTABLE LINE MINIMUM 1 O' EACH SIDE OF REClAIMED WATER LINE TYPICAl.. TF<.ENCH INC$, MULCh COVER 1-RAINBIRD AIR/VACUUM RELIEF VALVE. 2-RA!NBIRD XFD-TF A-075 TEE FITT!NG, 3-10" ROUND VALVE SOX. 4-BRICK SUPPORTS -TWO. NOTE, 8 S-PEA GRAVEL SUMP 3" DEEP. 6-RAINBlRD XFS DRIPLINE OR XFD BLANK TUBfNG. 7-SEE NOTES AND SPECS. FOR DEPTH. 8-FLUSH IN TURF, 1" IN GROUND COVER. A. AIR/VAC TO BE INSTALLED ON A MANIFOLD AT HIGHEST LOCAL ELEVATION. 8. THREAD AIR VACUUM RELIEF VALVE INTO ADAPTOR TEE WITH TEFLON TAPE. C. NOTCH SIDE OF BOX FOR UNOBSTRUCTED LINE ACCESS. D. PROVIDE CONT. SUPPORT OF TUBING & AIR/VAC VALVE. AIF<.N ACCCUM F<.El..lEF ON PO!.. Y sue-G-1:tAPe C.arlsl:,ad Ca ,e,o -464-:21S::: APPROVED FOR PLANTING '"' """"}-ND IRRIGATION ONLY, INCLUDING PRECISE "AS BUil T" TITLE________ DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE SHEETS ~ CITY OF CARLSBAD L.-8 l----+---l-----------------ai----1---+---+---l lb:1j PLANNING DIVISION ~~=========::::::::::::::::::::::==:::.::::'....'.=~ Matthew Residence 1----l---+--------------+---+---l--.../----11 ~:~::~::-~-~ ~- DATE INITIAL DATE INIT1AL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: _ REW CHKD BY: KW RVWD BY: __ REW_ DRAWING NO. DWG5315L l~~IG-ATION NOTE:S THE PROJECT 1. WATER METER AND SERVICE ARE EXISTING. THE IRRIGATION P.O.C. SHALL BE AT THE SERVlCE LINE DIRECTLY DOWNSTREAM OF A DEDICATED IRRIGATION WATER METER POTABLE WATER. THE CONTRACTOR SHALL CONNECT NEW IRRIGATION MAINLINE, ISOLATION VALVE, BACKFLOW PREVENTION DEVICE AND EXTEND SYSTEM AS SHOWN. 2. UNOBSERVED, UNAPPROVED, INADEQUATE INSTALLATION ARE THE SOLE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND WILL BE SUBJECT TO REMOVAL AND REINSTALLATION WITH NEW MATERIAL AT NO COST TO THE BUILDER/OWNER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL RECONNAISSANCE WORK REQUIRED TO COMPLETE THE INTENT OF THE DRAWINGS. TO INTERFACE WITH ALL EXISTING CONDITIONS THE CONTRACTOR MUST BECOME VERY FAMILIAR WITH THESE CONDITIONS. THE CONTRACTOR SHALL COORDINATE ALL WORK AFFECTED BY EXISTING CONDITIONS WITH APPROPRIATE ON-SITE PERSONNEL. 4. THE CONTRACTOR SHALL PERFORM WORK ACCORDING TO PROVlSIONS OF ALL GOVERNING LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS. ALL LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF WORK DESCRIBED AND/OR DIRECTED BY THESE SPECIFICATIONS. 5. THE CONTRACTOR SHALL OBTAIN, STUDY AND COORDINATE WITH ALL PERTINENT ENGINEERING AND/OR ARCHITECTURAL PLANS AND SPECIFICATION AND COORDINATE WITH WORK DESCRIBED BY THESE PLANS. 6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM WORK DESCRIBED BY THESE PLANS BEFORE BEGINNING WORK. 7. IRRIGATION PLANS ARE DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS OR WITHIN BUILDING IS FOR CLARITY OF PLANS ONLY. ALL INSTALLATION DIRECTED BY THESE PLANS SHALL BE WITHIN PLANTING AREAS. WATER SOURCE 1. DRIP IRRIGATION SYSTEMS OF THIS PROJECT ARE DESIGNED TO OPERA TE AT 3D PSI. A MINIMUM OPERA TING PRESSURE OF 50 TO 51 PSI IS REQUIRED AT THE POINT OF CONNECTION. SEE FRICTION LOSS AND PRESSURE REQUIREMENT CALCULATIONS. 2. WATER PRESSURE AT THE POINT OF CONNECTION HAS A HIGH OF 78 & LOW OF 61 PSI. THIS INFORMATION WAS OBTAINED FROM THE CITY ENGINEERING DEPT AT (760) 602 2750 ON 5-18-2021 . 3. THE CONTRACTOR SHALL VERIFY WATER PRESSURE BY DIRECT MEASUREMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT AS STATED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE OWNERS AUTHORIZED REPRESENTATIVlE BEFORE PURCHASE OF EQUIPMENT AND/OR BEGINNING INSTALLATION. PURCHASE OF EQUIPMENT AND ANY INSTALLATIONS WHEN EXISTING STATIC PRESSURE IS BELOW THE STATED ABOVE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IF CONTRACTOR VERIFIED PRESSURE IS 85 PSI OR GREATER, A PRESSURE REGULA TING DEVICE SHALL BE INCLUDED ON THE POINT OF CONNECTION AS AN INTEGRAL PART OF THE BACKFLOW PREVlENTION ASSEMBLY. DRIP IRRIGATION 1. SOME PLANTING AREAS OF THIS PROJECT SHALL BE IRRIGATED BY SUB-SURFACE DRIP IRRIGATION WITH POLYETHYLENE DRIP LATERALS SECURED TO TRENCH BOTTOM OR, PREPARED GRADE MINUS 5" TO PROVIDE 4" TO 4.5" SOIL COVER. TUBING TO BE SECURED WITH JUTE NET STAPLES PLACED 5 FT. O.C. BEFORE BACKFILLING WITH APPROVlED TOPSOIL. 2. THE CONTRACTOR SHALL PRACTICE CAUTION WHEN INSTALLING DRIP IRRIGATION EQUIPMENT. ALL MANUFACTURES ILLUSTRATIONS, DIRECTIONS, INSTRUCTIONS, RECOMMENDATIONS AND WRITTEN LITERATURE SHALL BE FOLLOWED. 3. PVC SHAVINGS AND BURRS WILL NOT BE TOLERATE IN THE SYSTEM. ALL PVC PIPE SHALL BE CUT WITH THE APPROPRIATE PVC PIPE CUTTERS. USE OF ANY TYPE OF SAW FOR CUTTING PVC IS NOT ACCEPTABLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEBRIS INTRODUCED INTO THE SYSTEM DURING CONSTRUCTION AND SUBSEQUENT MAINTENANCE PERIOD. FINAL EQUIPMENT LOCATION 1. MAJOR IRRIGATION EQUIPMENT SHALL BE HIDDEN FROM 9. CONTRACTOR SHALL VERIFY IN THE FIELD WITH THE CASUAL VIEW. OWNER'S AUTHORIZED REPRESENTATIVE, AND THE LOCAL GOVERNING AGENCY REPRESENTATIVE, ALL LOCATIONS OF 2. THE FINAL LOCATION OF ALL VALVlES AND VALVE POINT OF CONNECTIONS, WATER METERS, MAIN WATER BOXES, QUICK COUPLERS, BACKFLOW PREVENTION DEVICES SUPPLY LINE, BACKFLOW PREVENTER, AU TOMA TIC AND CONTROLLERS SHALL BE APPROVED BY HE CONTROLLER RAIN SWITCH, AND VALVlES, PRIOR TO LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO CONSTRUCTION. INSTALLATION. 3. THE CONTRACTOR SHALL STAKE LOCATIONS FOR REVIEW AND ADJUSTMENT BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NECESSARY RELOCATION OF IRRIGATION EQUIPMENT AS A RESULT OF THE CONTRACTORS FAILURE TO STAKE LOCATION AND RECEIVlE APPROVAL SHALL BE AT THE CONTRACTOR'S EXPENSE. GENERAL 1. DRAWINGS ARE DIAGRAMMATIC. THE SCALE OF THE PLANS SOMETIMES MAKES IT NECESSARY TO SHOW IRRIGATION PIPELINES WITHIN THE BUILDINGS, WALKS OR OTHERWISE OUTSIDE OF TIHE PLANTING AREAS. THIS IS ONLY FOR CLARITY OF THE PLANS. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED IN PLANTER AREAS 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SLEEVES UNDER ALL PAVING INSTALLATION, SLEEVING SHALL BE SCH 40 PVC PIPE, TWICE THE LINE SIZE CARRIED, AND GROUPED TOGETHER WHERE FEASIBLE. SLEEVING SHALL ALSO BE BURIED MIN. 24" UNDER PEDESTRIAN PAVEMENT, AND MIN. 30" UNDER VEHICULAR PAVEMENT, OR PER LOCAL GOVERNING CODES AND REGULATIONS, WHICHEVER IS MORE STRINGENT. REFER TO IRRIGATION LEGEND /NOTES FOR SPECIFICATIONS. 11. ALL CONTROL EQUIPMENT SUCH AS REMOTE CONTROL VALVES, BALL VALVES AND QUICK COUPLER VALVES SHALL BE LOCATED IN SHRUB PLANTED AREAS WHEREVlER POSSIBLE. WHEREVER POSSIBLE. ON THE PLANS THE IRRIGATION 12. CONTRACTOR SHALL COORDINATE THE LOCATION OF MAINLINE IS OFTEN SHOWN IN THE WALKWA y OR STREET. IRRIGATION PIPING WITH THE LOCATION OF TREES (REFER IT IS TO BE INSTALLED 12" TO 18" FROM THE FACE OF TO PLANTING PLAN) AND SHALL MAINTAIN A MIN. OF 5 WALKWAY OR CURB WITHIN THE PLANTING AREA. FEET CLEARANCE BETWEEN PIPING AND TRUNKS OF TREES ALTHOUGH VALVE LOCATIONS ARE SHOWN DIAGRAMMATICALLY, THEY ARE INTENDED TO BE INSTALLED WHEREfER POSSIBLE. CONTRACTOR SHALL NOTIFY THE OUT OF SIGHT. LOCATION OF ALL VALVE ASSEMBLES WITH OWNERS AUTHORIZED REPRESENTATIVE OF ANY VALVE BOXES SHALL BE STAKED FOR APPROVAL BY THE DISCREPANCIES PRIOR TO CONSTRUCTION. LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. UNLESS OTHERWISE SPECIFIED ON THE PLANS: 13. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS *ALL LATERAL END RUNS ARE TO BE 3/4" 14. CONTRACTOR/OPERATION SHALL ONLY APPLY *ALL SUB-MAINS (NON-PRESSURE LINE CONNECTED SUFFICIENT WATER TO PROMOTE HEAL THY GROWTH OF THE DIRECTLY DOWNSTREAM OF THE REMOTE CONTROL VALVlE) PLANT MATERIAL. AT NO TIME WILL THE SHALL BE ONE SIZE LARGER TIHAN THAT REMOTE CONTROL CONTRACTOR/OPERATOR APPLY WATER AT A RA TE OR VALVE FREQUENCY WHICH PRODUCES * MAINLINE END RUNS ARE TO BE 1-1/2" SOIL SATURATION OR RUNOFF. • ALL PIPE SHALL BE DOWNSIZED IN DIRECTION OF FLOW ONLY. CONTROLS 1. SYSTEMS OF TIHIS PROJECT ARE CONTROLLED BY 3. THE CONTRACTOR SHALL NOT INSTALL THE IRRIGATION COMPUTER IRRIGATION CONTROLLER ASSEMBLY CAPABLE SYSTEM AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS OF FLOW SENSING, RAIN SENSING AND Eto BASED THAT FIELD CONDITIONS SUCH AS OBSTRUCTIONS, GRADING SCHEDULING VIA THE WSS SOLAR-SYNC MODULE. THE DIFFERENCES OR DIFFERENCES IN SIZE AND SHAPE OF THECONTRACTOR SHALL EXERCISE STRICT COMPLIANCE WITH PLANTED AREA MY NOT HAVE BEEN ACCOMMODATED IN THE MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION THE ORIGINAL DESIGN. THE CONTRACTOR SHALL NOTIFY AND GROUNDING. THE LANDSCAPE ARCHITECT OF SUCH CHANGE IN FIELD CONDITIONS. IF NOTIFICATION IS NOT PERFORMED, TIHE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR TIHE INSTALLATION AND FOR ANY NEED TO SUBSEQUENT REVISIONS. 2. IRRIGATION CONTROLLER WITH ET SENSOR. CONTACT HUNTER INDUSTRIES FOR TECHNICAL ASSISTANCE (760) 591-7383. 3. CONTROLLER LOCATIONS ARE SHOWN DIAGRAMMATICALLY, FINAL LOCATION TO BE DETERMINED ON SITE TO GIVE THE RAIN 4. ALL PIPELINES AND CONTROL WIRES CROSSING UNDER SENSING DEVICE A CLEAR VIEW OF THE SKY. (SEE ELECTRICAL PAVING SHALL BE SLEEVED. SLEEVES SHALL BE PVC SCH ANDIORARCHITECTURALDRAWINGS). THECONTRACTORSHALL 40 PIPE WITH BELLED ENDS AND SHALL BE TWO TIMES BE RESPONSIBLE FOR CONNECTION OF POWER TO THE THE DIAMETER OF THE SLEEVED PIPE OR WIRE BUNDLE CONTROLLER IN COMPLIANCE TO ALL GOVERNING CODES. (2"MINIMUM). 5. IN THE CASE OF POSSIBLE CONTROL WIRE FAILURE THE CONTRACTOR SHALL INSTALL TWO SPARE CONTROL WIRES FROM THE CONTROLLER TO THE FARTHEST VALVE ON EACH LEG OF THE MAINLINE ROUTE. THESE WIRES SHALL BE A DIFFERENT COLOR FROM HE OTHER CONTROL WIRES AND BE LABELED AS SPARE AT THE CONTROLLER CABINET, IN THE VALVE BOXES OF THE FARTHEST VALVE AND ALL OTHER VALVE BOXES. SEE SUPPLEMENTAL SPECIFICATIONS. 6. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES WITHIN WORK AREA PRIOR TO START OF CONSTRUCTION. AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR SHALL REQUEST MARKOUT OF UNDERGROUND UTILITIES BY CALLING THE REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER. THE CONTRACTOR SHALL ALSO REFER TO ALL OTHER IMPROVEMENT PLANS FOR THIS PROJECT FOR UTILITY LOCATIONS. 7. CONTRACTOR SHALL MAINTAIN THE LATEST EDITION OF THE LOCAL GUIDELINES AND SPECIFICATIONS FOR LANDSCAPE DEVELOPMENT AT THE SITE AT ALL TIMES. 8. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, FENCES WOOD STRUCTURES, CONCRETE STRUCTURES, BUILDINGS, ETC. IRRIGATION CONTRACTOR SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTIHER SUBCONTRACTORS FOR LOCATION OF PIPE SLEEVES TIHROUGH WALLS, UNDER ROADS, PAVING AND OTHER STRUCTURES . . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" TITLE REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~ 1------+--+----------------+---+----+---+----I ~ PLANNING DIVISION ~ ~==-===::::=::===::::::::=======-==~ c.arlsbad c.a 1&0 -454-:215:2 DA TE INIT!AL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL Matthew Residence APPROVED fl_ /Jly } . __ £0/,dz._1 .. . 71 --··-·--- PLANNING DATE OWN BY: _REW PROJECT NO. DRAWING NO. CHKD BY: _'r<YI/_ RVWD BY: Rl;_W bf'c;2021-oo 1 a DP-2020-0027 DWG 5315L I