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Home My WebLink AboutDWG 406-7L; CT 02-22; LA COSTA GREENS NEIGHBORHOOD 1.09; 01-21BUILDER NEIGH Morrow Development 1903 Wright Place, Suite 180 Carlsbad, CA 92008 (760) 929-2701- LAN o· CONCERN LANDSCAPB ARCHITBCTURB 1750 East Deere A venue, Santa Ana, CA 92705 949_250.4822, F 949.752.2469 . '·~ \ •i\ \ ~' \\ V I C I N I T Y M A P LOCATION M AP C/1Y OF ENCINITAS G E N E R A L HARDS CAPE 1. CONTRACTOR TO REVIEW CONSTRUCTION PLANS AND GRADING PLANS THOROUGHLY PRIOR TO BEGINNING WORK 2. CONTRACTOR TO CONTACT CITY INSPECTOR AT (760) 602-4603 & LANDSCAPE ARCHITECT PRIOR TO START OF CONSTRUCTION FOR PRE JOB MEETING. ALLOW 48 HOURS LEAD TIME. CONTACT ANDY BOWDEN (949) 250-4622. 3. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT PRIOR TO REVIEW HARDSCAPE FORMING PRIOR TO POUR. ALLOW 48 HOURS LEAD TIME. CONTACT ANDY BOWDEN (949)250-4822. 4. CONTRACTOR SHALL NOT MAKE FIELD CHANGES TO PLANS UNLESS AUTHORIZED BY THE LANDSCAPE ARCHITECT AND CITY INSPECTOR. UNAUTHORIZED CHANGES SHALL BE CORRECTED TO CONFORM TO THE PLANS AT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT. 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND SERVICES PRIOR TO ANY DIGGING. 6. CONTRACTOR SHALL PULL ALL NECESSARY PERMITS NEEDED TO COMPLETE THE JOB. LANDSCAPE 1. CONTRACTOR SHALL SUBMIT PHOTOGRAPHS OF ALL TREE MATERIAL PRIOR TO INSTALLATION FOR REVIEW. BID GROW WEST s H E E T I N \'~\, ,\fCRIPTIO~~ DESCRIPTION N 0 T E S: - I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLANS, WATER CONSERVATION PLAN, ~~~c:stilON PLA~ ALL CONDITIONS OF APPROVAL RELATED TO BY: ( / -C/14, ,., --DATE: 1:b,/J,'f D E X • • DESCRIPTION 1 1W:~F SHEET '\~\ 2 TR~~' GROUNDC~'\_R, AND VINE PLAN-BASE A 3 SHR'Ji PLAN-BAsk'\ 10 PLANTING NOTES AND LEGENDS 11 PLANTING DETAILS 19 IRRIGATION DETAILS 20 IRRIGATION SPEC/FICA TIONS 21 IRRIGATION METER INFO 12 SPECIFICATIONS \~ ' \ 4 TREE;· ~flOUNDcoJE\ AND VINE PLAN-BASE B 5 SHRUB il,.AN-BASE B \ 13 IRRIGATION PLAN-BASE A 14 IRRIGATION PLAN-BASE B 15 IRRIGATION PLAN-BASE C 16 IRRIGATION PLAN-BASED 17 IRRIGATION LEGEND APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS \ ' 6 TREE, GROUNDCOVER, AND VINE PLAN-BASE C 7 SHRUB PLAN-BASE C 8 TREE, GROUNDCOVER, AND VINE PLAN-BASED 9 SHRUB PLAN-BASED REVIEWED 1ik-;!?L-M 4-, 17) .o4 ENGINEERING PLANCHECKER DATE "AS BUILT" DATE RCVIEW[D BY: DAT£ INITIAL INSPECTOR DATE ENGINEER OF WORI 18 IRRIGATION DETAILS w CITY OF CARLSBAD PLANNING DEPARTMENT I s21sl LANDSCAPE fMPROV£MENT PLAN FOR: LA COSTA GREENS NEIGHBORHOOD 1.09 I , rOVF"-A / &.n L/-1¥-o'I ASSISTANT PLANNING DIRECTOR DATE DWN BY; PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY.• CT02-22 406-7L REVISION DESCRIPTION RVWD BY: OTHER APPROVAL CITY APPROVAL TREE LEGEND ABBR eoTANICAL NAME COMMON NAME AF Agon/s f/exuasa Peppermint Tree AM Arbutus marina N;C.N EF Eucalyptus fie/fol/a Red Flowering Gum EN Eucalyptus nlcho/11 Nichol's WIiiow-Leafed Peppermint ES Eucalyptus slderoxylon 'Rose a' Red Iron Bark KP koelreuterla paniculata Golden Ralntree LS L/quldambar s. 'Rotundlloba' American Sweet Gum ML Nelaleuca llnarfolla Flaxleaf Paperbark MN Nelaleuca nesophlla Pink Nelaleuca ME Metroslderos excelsus New Zealand Christmas Tree PC Pinus cananeriSls Canary Island Pine PA Platanus acer/fol/a London Planetree PR Platanus raceriJosa California Sycamore \ QI Quercus /lex Holly Oak ' TC· Tristan/I! tonfem Brisbane Box UP U/mus parv/fol/a 'True Green' True Green Elm . . MN KEYMAP 3-15 ML 1-24" s C A L E I I I I 0 40 80 LAND CONCERN BASE a LAWbSCA~B AACHITBCTUta I S2IT I l s21sl CITY OF CARLSBAD Pl.ANNING DEPARTMENT TREE AND GROUNDCOVER PLAN FOR: "AS BUILT" LA COSTA GREENS APPROVED FOR PLANTING NEIGHBORHOOD 1.09 AND IRRIGATION ONLY, I~ IROVFn '1.Pn INCLUDING PRECISE DATE -/ L/-1'1--QI/ ASSISTANT PLANNING DIRECTOR DATE LOCATION OF REVIEWED BY: OWN BY: PROJECT NO. DRAWING NO. PLANTING AREAS OATE: INITIAL OAT£ INJnAL OAT£ INITIAL CHKD BY: CT 02-22 ~06-71 INSPECTOR DATE £NGINEE:R OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL /1\,WD BY: Foo AREAS TO BE INSTALLED BY MASTER DEVELOPER PER DRAWING 397-2L ' . I ) I ' I ' I ' I ' . ·I '>· '. ' I ' I ' I ' I ' \ ' \ ' \ ' \ ' ·,\ ... I "\ \ \ APPROVED FOR PLANnNG AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS s C A I I I 0 40 BASE a "AS BUILT" DATE RE'./IEWED BY: -DATE INITTAI. DATE INITIAL REVISION DESCRIPTION INSPECTOR DATE ENGINEER OF WORI OTHER APPROVAL SHR.UB LEGEND ABBR. BOTANICAL NAME COMMON NAME TRIANGULAR SPACING AR ACIJC/a redolens-'Verde' Verde Acacia 8'0.C. AE Arctltcstaphy/os _'Emerald carpet' Emerald Ca,-,,.t: Jt.1annnlta 5'O.C. AC ArtelTles/a ca,,fornlt:a CllfifomliJ S1JgebtJsh 4'0.C. BP 'Bttccharls pllularts Coyote 8rtJSh 4'0.C: CH camandra haema~pha/a Pink Powder Puff 6'0.C. CG Ceanothl..1$ .g. 'Harfzontalls' earme, creeper 6'0.C. CP Cfstus purpufeus Orchid R.ockrose 4'0;C, cs Clstus '$unset' R.ockrose 4'0.C. co Cotoneaster r;kJmmerl Bearberry cotoneaster 610.C. CL :Cotoneaster 1acteus Red Clusterl>M")' e10.c. DI Dletes blcofor Fortnight Uly 4'0.C. EM Echlum flJstLIOsum Pride of Maderill. ·s·o.c. EF EScafonill ·•FriKJegf/' BcalO!ilit s•o:c. · FO Festucii iwina ·'Glai.Jca' 8/Ue Fescue 12"o;c. HH Hemel"Oafllis hybrid Dayllly 2'0_.C. HA Heteromeles arbutlfolla Toyon 10'0.C. LM Lantana m. -'Confettf' Tramng L.arit.ana 6'0,C, L5 Lantana m .. 'Spreading sunshine' . Tralllng L.antana 6'0.C. LA LBVBnduta· ,nw~dfa Lavender 3'0.C. LF Leucophyllum frutesi::e'1S 'Green Cloud' Texas Aarigtir 'Greet, Claud• 6'0.C. LI Lfriope muSC8fl 81g Blue LIiy Turf 2•0.c. PB Phormrum. t. 'Bronze' Dwarf 'Bronze' Flax S'b.c. Pl Ph0rmftJm t, 'Jack Spratt' 'Jack 5,>ratt' Dwarf Flax 30"0.C. PF Photlnla frMerl Photinta 8'0.C. PV Plttasporum t. Varle!}ata' Variegated Prttosprirum 5'0.C. PW Pit'tosporum t. ·whee/erll' Dwarf PfttOspotUm 30''0.C, RC RhBmus cafifo'rnlca Coffeebeny 10'0.¢. RB Rhaph!olepfs I. :'Ba!terllia' Dwarf India Hawthorn 30"0.C. RS Rhaphfolep/S .I. •Sprlhgtime' lridla Hawthorn 6'0,C, RI Rhr.JS integrlfolla Lemonade 88rry 10'O.C. SG Salvla greggi Autumn Sage 4'O.C. SL -SafVla Leucantha Mexlcah Bush s~ 4'0.C. TI' Thevetia peruvfan8 Yellow Oleander ~10.C. KEYMAP L E I 80 LAND CONCERN LANDSCAPE AACHITBCTURE I Sri [w CITY OF CARLSBAD PLANNING DEPARTMENT SHRUB PLANTING PLAN FOR: LA COSTA GREENS NEIGHBORHOOD 1.09 A JROVE~ 4-lt./-0'/ 1..i ~ ASSISTANT PLANNING DIRECTOR DATE OWN fJY: I PROJECT NO. I Jo6G 7i DATE /NIT/AL CHKD BY: CT 02-22 CITY APPROVAL RVWO BY: ML 6-24" ML 8-24" APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF REVIEWED BY: PLANTING AREAS INSPECTOR ML , , , , , , , STREETSCAPE, PLANTING AND SIGHTLINES PER APPROVED 397-2L PLANS <J Cl -~ ('' "'.1. , .~' ,._,/ -..~_/ i_..- BASE b DATE DATE INITIAL DATE ENGINEER OF WORJ , , s C A L I 0 40 DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL KEYMAP C-·, ,-.;;.. __ ..: c·,·_ i 1BASEd TREE LEGEND . ABBR BOTANICAL NAME COMMON NAME AF Agonls flexuosa Peppermint Tree AM Arbutus marina N.C.N EF Eucalyptus fie/fol/a Red Flowering Gum EN Eucalyptus nicholil Nichol's Willow-Leafed Peppermint ES Eucalyptus sideroxy/on 'Rosea' Red Iron Bari< KP l<oelreuterla panicuiata Golden Ralntree LS Llquldambar s. 'Rotundlloba' American Sweet Gum ML Melaleuta llnarfo/la Flaxleaf Paperbark MN Melaleuca nesophlla Pink Me/a/euca ME Metroslderos excelsus New Zealand Christmas Tree PC Pinus canariensis canary Island Pine PA Platanus acerlfolia London Planetree PR Platanus racemosa Ca/lfornla Sycamore QI Quercus ilex Holly Oalc TC Tristan/a conferta Brisbane Box I UP Ulmus parvlfolla 'True Green' True Green Elm E 80 LAND CONCERN LANOSCAPB ARCHI~ECTURa I Sri ls21I CITY OF CARLSBAD PLANNING DEPARTMENT TREE AND GROUNDCOVER PLAN FOR: LA COSTA GREENS NEIGHBORHOOD 1.09 I, P~ROV....., A /. {tJu L/-l'r{)t/ ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKO BY: CT 02-22 406-71 CITY APPROVAL R\IWD BY, AREAS TO BE INSTALLED BY MASTER DEVELOPER PER DRAWING 397-2L 0, .,._ "- , "- ' "'-'"" ' ~ ' >,,_ ·-~~- CG 419·1 ~·3·· .. ~~~ :,:• t:.." ~ 4'/ ~ ,tt,,,-x"' -;,;:X 4'i'¥' ' -··=· ,.,,,., :/;/{~!Jt , 1 '· ·~•Yv>ff• 61 ~'"-i I··_ ,,,.~~ <t:::il ""'' s ~ ~ ,if>;· .. "' i ,, ,,_-r~: WJ)h ', -~ . -.:·'/.( , ,, .. . .... ~ ,•' .. ·. . ,r';, . "-;:;.;.......__ ~ ~-~~ '• . -. .X .. --~-i ~ r· ·-:~<-:-/h -~( :·.: " ' ·~:; ;5"{,. ... ,,·.1 . '< ,. ~--··"··'' J.l,~.'11' .:•:•,·\, . ....... --··<:, <?·; , , ,<•,, '~ ; -: , ' -\ ',_ ,. xt - \' ,~-- \ '\, /. , . " ✓ A_ ~~>> -~~ ~>',-'\-0 0 \ 'l '~ '\ ~ ~ ,/;-~:-- mI :;; it --_ ~~ ; & \ o/~..x :ii::::::~:;:;:~::)~:;:~;~:~:~::~:;:~:;:~1:~~:;~~\:: :-.-.-::::.":"::;:;;;~:~.:: .. ' ,·.· ... ::::::::::::::t::::::::::::::::::::::::t :-'·:-:-:-:/-:'.:-:-:-?'.:-:-:-:."· 4-8 1222.51 ) ...... ··-·-,. --•~· .~ > BASE b APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE DATE LOCATION OF REVIEWED BY: PLANTING AREAS OAT£ INITIAL INSPECTOR DATE ENGINEER OF WOR REVISION 0£SCRIPT/ON s I 0 SHRUB LEGEND · ABBR. BOTANICAL NAME COMMON NAME TRIANGULAR SPACING AR Acacia redo/ens-Verde' VerdeAcada 8'0.C. AE Archh,st.!phylos ·•Emerald Carpet' Emer~ld Carpet Manzanita S'O.C. AC Arti!rilesla callfornlca Callfamla SagebuSh 4'0,C. BP Baccharls pllularls coyote l!tush 4'0.C. °' Callumdra haerMtocef)Mia Pink Powder Puff 6.'0.C. CG CeanothUS g. 'Hotlzontalls' Carmel creeper 6'0.C. CP Cfstus purpureus Orchid RockroM 4'0.C. cs CIStus 'Sunset' Rockrose · 4'0.C. .. co ~Otoneaster: dan:,mer1 Bearberry CotoMMter 610.c. CL cotoneaster I~ Red Clusterbftrry 8'0,C, DB Dletes blcolor Fortnf~ht u1y 4.'0.C. l!M Echlum f'astUO!:um Pride of Mader/a 8'0,C. Ef Escalonla 'Frades/1' ESCaloma 8'0,C. FO Festuca .ovlna_ 'Glauca' Blue Fescue i2"0.C. HH Hemeroc.a/lis hybrid Dayllly 2'0,C. HA Heteromeles arbutltblfs TOyon 10°0.c: LM ta,1tana m. 'Confettf' Tra1"ng Lantana 6'Q;C. LS Lantana m. 'Spreading Sunshf~' rmmm1 Lantana 6'0.C. lA LavandUJa rntermedfa Lavender 3'0.C. LF LeUCOph)'llum fnitescenS ·•Green· Cloud_' Texbs Ra~r 'Green Cloud' 6'0.C. LI Lirlo'pe -muscarl Big Blue lffy -Turf 2.'0.C. PII Phormlum t. 'Bronze' Owarf-'Bronze' FIBX S'O.C. Pl Ph0rm1um· t. 'Jack s,:,nm• 'Jack Sprtitt' owatf Flax 30"0.C. Pf Phctil'l/8 frsser1 ·Photinfa B'O.C. PV Pftt05Porurri t .. 'Var/eg.,ta' Variegated f'fttosparum 6'0.C. PW Pfttospori.Jm t. 'Wheelerll' Dwarf Prttospotum 30"O.C. RC Rhai:nus Cllllfomlca Cof'feeberry 10'0,C, RB RhiJphlolepts 'I. '8a/JErlrut' Dwarf Indra Hawthorn 30"0.C. RS Rhaph{olepiS r. '5prfngtlme' India Hawthorn 5'0,C. RI Rhos mtegrtfOffa Lemonade Berry 10'0.C. SG Salvia greggl Autumn Sage 4'0.C. SL SaMa Leucantha Mexican Bush Sage 4'0.C. Ti> Ttievetia peruv!Bna Yellow Oleander B'O.C . KEYMAP C A L E I I I 40 80 LAND CONCERN L~NDSC'AP·! AkCHtTlciu~• I Ss£T I I sill CITY OF CARLSBAD PLANNING DEPARTMENT SHRUB PLANTING PLAN FOR: LA COSTA GREENS NEIGHBORHOOD 1.09 Af~OVEI'--/~ 1./-lt(,ot/ ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. OATF: INITIAL OATF: INITIAL CHKO BY: CT 02-22 406-71 OTHER APPROVAL CITY APPROVAL RVWD BY: ML -·- . . ~ -·-,-. ~ ~ \ \ \ MATCH LINE I' ; . l"..: ->.' • "~:· ' ·w~ia. , d:~ib,, -----;c;-:-:-:;-:- SEE SHEET 8 -- -/;:~~~~~~~-~~;;~~-~;:-~:~~~~;:✓,, ,,,._,//,. ,. ~.;Y:1: ~~ -' /'/ ~\,, :,, ,_.,, : ,,,,: .,,., ,.:• ,..,. , :1/ ,_,. , ·. ,"/; ' ,, . ,,, ,, /';:;;, ~ .... ;-:-;~-' '~f-,ttlc-\, -~- }, ~-~ +~,t~ -t :t.1,. ·f· ·!-1' +'• .. ,_.,_,I.,- STREETSCAPE, PLANTING AND SIGHTLINES PER APPROVED 397-2L PLANS \ ' \ '----MINIMUM 8' TUBULAR STEEL FENCE FROM FIRE ZONE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF REVIEWED BY: PLANTING AREAS INSPECTOR co tu w :c l/) i "AS BASE c BUILT" DATE OATf: INITIAL DATE ENGINEER OF WOR ZONE A-1 ZONE A-2 ZONE A-3 ZONE A-1 ZONE A-2 ZONE A-3 REFER TO FIRE SECTION F.3-1 AND F.3-2 CITY I OF CARLSBAD LANDSCAPE MANUAL I I I I REFER TO FIRE SECTION F .3-1 AND F.3-2 CITY OF CARLSBAD LANDSCAPE MANUAL REVISION DESCRIPTION r .1 s I 0 \ J C I OAT£ A I 40 INITIAL OTHER APPROVAL L ABBR AF AM EF EN ES KP LS ML MN ME PC PA PR QI TC UP E I 80 TREE LEGEND BOTANICAL NAME COMMON NAME Agonls flexuosa Peppermint Tree Arbutus marina N.C.N Eucalyptus fldfrilla Red !"lowering Gum Eucalyptus nlcho/11 Nichol's WIIIOW"Leafed Peppermint Eucalyptus slderoxyion 'Rosea' Red Iron Bark Koe/reuterla panlculi'lta Liquidambar s. 'Rotundlloba' Melaleuca · linarfo/ia Melaleuca nesophlla Metros/deros excelsus Pinus cana.tlenSIS Platanus acerifrilia Platanus racemosa Quercus /lex Tristan/a confeita U/mus parvlfoiia 'True Green' Golden Ralntree American Sweet Gum l"laxleaf P;,perbark Pink Me/aleUca New Zealand Christmas Tree Canary Island Pine London Planetree California Sycamore Holly Oak Brisbane Box True Green Elm KEYMAP LAND CONCERN LANDSCAPB AllCHil'ECTuaa I S6£T I [nJ CITY OF CARLSBAD PLANNING DEPARTMENT . TREE AND GROUNDCOVER PLAN FOR: LA COSTA GREENS NEIGHBORHOOD 1.09 Af'}'i'O~\,r k.t..t L/-1'1-0I/ ASSISTANT PLANNING DIRECTOR DATE DWN 8Y: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CITY APPROVAL RVWD BY: CT 02-22 4-06-71 MATCH LINE RB 76-1 CP \ \ LM 15-1 CP 41 · [~T,';4~:z;-·1 CG 39•1 cs 107-1 \ (\, 0 .. ,, 40 ! 2F:' / ·1 L.c Q /, ! '---MINIMUM 8' TUBULAR STEEL FENCE FROM FIRE ZONE '----ZONE A-2 APPROVED FOR PLANnNG AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REVIEWED BY: INSPECTOR "AS ~18 [;"574.]l ~-•N~•~-.1 BUILT" DATE DATE I r•, "'T' ___ , L) .l BASE c ZONE A-1 ZONE A-2 ZONE A-3 REFER TO FIRE SECTION F.3-1 ANO F .3-2 CITY OF CARLSBAD LANDSCAPE MANUAL •I j AREAS TO BE INSTALLED BY MASTER DEVELOPER PER DRAWING 397-2L ZONE A-1 ZONE A-2 ZONE A-3 REFER TO FIRE SECTION F.3-1 AND F.3-2 CITY OF CARLSBAD LANDSCAPE MANUAL s I 0 C A I 40 SHRUB LEGEND ABBR. BOTANICAL NAME COMMON NAME lR.IANGlJLAR. SPACING AR Acacllt redoil!ns 'Verde' Verde Acacia 8'O,C. AE Archtostaphy/os 'Emerafd-carpet• Emerafd Qirpet.Maftzllhlta 5'O.C. AC Arl:l!.meiJ/a t:iaflfomlca-CBlffom/a Sltgebush 4'0.C. BP Baccharls p!li.Jlarls Coyote f!Jriflh 4'O,C, CH °'"fandra haematotepl'lala Pink Powder Puff 6'0'.C. CG Cl!ahotlrus {}. 'Hor®ntalls' Carmef Creeper 6'O.C. CP Cistus purpureus Orchid RockrostJ 4'O.C. cs Cfstus 'Sunset' Rockrose 4'Ci;C. CD CatOmiaster dammerl Bearberry C.Otoneastt-f 610.C. CL totoneaster lacteus Red Clusterberry 8'0.C. DB Dletes btcofor Fortnight Uly 4'O.C. EM Echfum fastuosum Pride of Maderfa 8'O.C. EF Escafonla 'Fradesll' Escalon/8 8'O,C, FO Festuca ovlna 'GliJuca' Slue Fescue 12"O.C. HH Hemeroca/lls hybrid Dl!fy/1/y 210.c, HA Heterome/es arbutlfo/la Toyo,, 10'O:C. LM Lantana m. 'Confetti' Tra!llnp litnmna 6'O,C. LS Lantam, .mp 'Spreading Sunshlnrt' Trallh1!f l.antzJna 6'O.C LA LltvaridLifa lfttermedla Lavender. 3'O,C, LF Leucophyfluri, ·frut~ns 'Green Cloud' Texas Raft04!r 'GrHn Cloud' 6'O;C. u Urlope musctlrl Big -Blue· Lily Turf :110.c. PB Pl'formlum t. '8/"0nze• Dwa.rf 'Bronre' Flax 5'O,t, Pl Phormlum t. ·'JBCk Spratt' 'Jack Spratt' Dwarf Flax 30"0.C PF PMtfnta fraserl Photlriia 8'0.C. PV Plttosporom t. '\/arTe~tzJ' Vilrlegated-Plttospdrum 6'O.C. l'W .Pittosporom t. 'Wheeferil' DwBrt Plttosporum 30"O,C. RC ll..hamus caflfnmlca Coffee!Mrry \0'O;C, RB Rhaphlolepfs I. 'Balrei'fna' Dwarf Indlb .HmNtfiorn 30"O.C. RS R.haphlolepls.l. 'Springtime' Indls Httwthorn 6'O.C. RI :l~.hus lntegrlfolla Lemonade Berry 10'O.C. SG Safvlagreggi Autumn Sage 4'0.C. SL Jia'Ma L~ucantlia MexidJn Bush Sagi! 4'O.C, TP Thevetla peruitfana Yellow blrJitnder 8'0,C, KEYMAP ~--·, ___ I_ - BASEd L E I 80 LAND CONCERN l----+--1-----------1--...J.___--I-_L-.__J~ CITY OF CARLSBAD J S2HEETS1 J L.Z..J PLANNING DEPARTMENT SHRUB PLANTING PLAN FOR: LA COSTA GREENS NEIGHBORHOOD 1.09 A 4-li/·O'/ ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL ENGINEER Of' W0R REVISION DESCRIPTION DATE INmAL DATE INITIAL OTHE'R APPROVAL · CITY APPROVAL OWN BY: ___ _ CHKD BY: ___ _ RVWD /JY: PROJECT NO. CT 02-22 DRAWING NO. 06-7 ..-ie ,:, ) [254.Bj MN 5-lSG EN 3-lSG EN 2-15G BASE d \.0 tu w :c l/) s I 0 ABBR AF AM EF EN ES KP LS ML MN ME PC PA PR QI TC UP . C A L E I I 40 80 . TREE LEGEND . BOTANICAL NAME COMMON NAME Agonls fleXOosa Peppermint Tree Arbutus marina N.C.N Eucalyptus flclfofla Red Flowering Gum Eucalyptus nlcholli Nichol's Willow-Leafed Peppermint Eucalyptus slderoxy/on 'Rosea' Red Iron Bark Koelreuterla paniculata Golden Ralntree Liquldambar s. 'Rotundlloba' American Sweet Gum Me/a/euca llnarfol/a Flax/eaf Paperbark Melaleuca nesophi/,i Pink Melaleuca Metroslderos excelsus New Zealand Christmas Tree Plnus canarlensls . Canary Island Pine Platanus acer/fol/a London .P/anetree Platanus racemosa California Sycamore QLJercus /lex Holly Oak Tristan/a conrerta Brisbane Box Ulmus parvlfolla 'True Green' True Green Elm . KEYMAP LAND CONCERN LANDSCAPE ARCHITBCTDRB .---------------,----,-, A_S_B_U_I_L_T-,-, ----tl----_-_-;_-_-~J~----~----~----_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-i+---_-_-_tl----_-_tl------11-----•-1 TREE AND GRLACCOSTAGREENS APPROVED FOR PLANTING NEIGHBORHOOD 1.09 AND !RR/GA T!ON ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REVIEWED BY: INSPECTOR DATE DATE DATE INITIAL DATE INmAL ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL L/-1'1-ot/ ASSISTANT PLANNING DIRECTOR DATE DATE /N/71AL CITY APPROVAL OWN BY: -----1 CHKD BY: ____ , RVWD BY: PROJECT NO. CT 02-22 DRAWING NO. 06-7 \ / N o ,...... -~Vv 2(3 [23J;§·J [254.Jj ✓-.. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS CG "AS R[VfEWED BY: INSPECTOR 36 34. I 291.5_! BUILT" 32 [-:i37 A I .L. , • i DATE DATE ---, ', ' ' ',.~1\ BASE d DATE INITIAL ENGINEER OF WOR ' I" tu w J: (./) REVISION DESCRIPTION s C A I I I 0 40 DATE INITIAL OTHER APPROVAL SHRUB LEGEND ABBR. BOTANICAL NAME COMMON NAME TRIANGULAR SPACING AR Acacut redOJens 'Verdit' Verde Acacia -S'O.C. AE Archtostaphylos. 'Em.erakt Carpet' Emerafd Cllrpet Manzllf'llta 5'0.C. AC Arterrill!!Sla calffomlca Ga{lfomla Sagebush 4'0:C. BP Baccharis pflularfs Coyote Brush 4'0.C: Of Calliandra haematocepha/a Pfnk Powder Puff 6'0.C, CG Ceemothus g. 'HorlzQntalls' O,rmel Cre,:r,er 6'0.C. CP Cfstus purpureus Orchid Rock.rose 4'o.·c:. cs Crsws 'SuMet'· ROckrose 4'0.C. CD Cotoneaster-daintnerf Bearbl!rry Coton'e.lst:ef 6'0.·c, CL Cotoneaster lacteus Red Clil$terberrj 8'0.C. DB Dletes blcofor" Fortnight: Uly 4'0.C. EM Echfum fastuosum Pride .o"f Mader1a 8'0.C. EF f!scs/onia 'Fr'ar:Jeslf' Esca/Onla 8'0.C; FO Festuca 011/nli 'GlaUCIJ' 8/ueFescue 12•0.c. HH HemerocB'1is hybrid Dayl{ly 2'0.C, HA ·Hetei-omeles arlJutffolfa TOyon 10'0.C. LM LantlJns m. 'CDnfettl' TraHfritJ Untl.tmt 6'0,C, LS Lantana m. 1$preadf(Jg_Sunshine; ·rraillrtg Lant&ns 61O.c. LA Lavandula intermedhi Ulvender 3'0.C. LF ·LJ!ucophylfum frutescens 'Green c,oud' Texas Ranger .'Green Cloud' 6'0.C. LJ Urlope "11J9CBt-f Big Blue Lily Tutf 2'0.C PB Phorinlurtt t. 'Bronze' Dwarf '8ronrit' Flax 5'0.C. Pl Phormlum (. 'Jack Spratt' 'lack Spratt' Dw8"rf Ftax 30"O.C. PF Photlnls fraserl Pl>o~nill 8'0,_C. Pl/ Pittosporum t, 'Vs~ats' Varfe'tJlfted Pfttosporum 6'0.C; PW 'Pittosporum t, ·•Whee/erff'. Dwatt Plttosporum 30"0.C, RC Rhamus caflfom~ C0ffeeberry 10,0.c. RB Rhaphlolepfs 1 .. ··Ba11er1fia• Dwait India Hawthorn 30"O.C, RS Ahaphfolepls /. 'Springtime' India Hawthorn 6'0.C. RI Ahas integrffolla Lemi:,nade Bery 10'0.C. SG SaMa gt'eggi Autumn Sage 4'0.C. SL Safvla Leucantha Mexican 8U$h sage. 4'Q,C; lP Thevet1a· pervvlMa Yeffow Oleander 8'0.C. KEYMAP ·BASE d \, ..... = L E I 80 LAND CONCERN L,. N t, s CA p B A Jl-C H IT :e C -T u R II I S9£T I CITY OF CARLSBAD ls2ll PLANNING DEPARTMENT SHRUB PLANTING PLAN FOR: LA COSTA GREENS NEIGHBORHOOD 1.09 Al ~-Qvpn A /{,,,. L/---11./--c# ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. OATE INITIAL CHKD BY: CT 02-22 406-71 CITY APPROVAL R\,WOBY: BARK MULCH NOTE ALL PLANTING AREAS WITH A 3:1 SLOPE OR LESS ARE TO RECEIVE 3" MINIMUM DEPTH OF SHREDDED BARK MULCH. TAPER DEPTH OF MULCH TO l" AT ALL FINISHED SURFACES. SAMPLE TO BE APPROVED BY LANDSCAPE ARCHITECT & CITY INSPECTOR PRIOR TO BULK DELIVERY TO JOB SITE. PLANTING LEGEND ESP. ESPALIERED GAL. GALLON CONTAINER G.C. GROUND COVER HT. HEIGHT L.A. LANDSCAPE ARCHITECT L.C. LANDSCAPE CONTRACTOR MIN. MINIMUM M.T. MULTI-TRUNKED O.C. ON CENTER RWD. REDWOOD S.L.A. SELECTED BY L.A. SPEC. SPECIMEN SP. SPREAD PLANTING KEY GENERAL PLANTING NOTES 1. ALL BOXED TREES WILL BE SELECTED BY THE LANDSCAPE ARCHITECT. CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE NURSERY. 2. ALL SHRUB BED AREAS ARE TO RECEiVE 3"MIN. DEPTH OF SHREDDED FIR BARK IN ADDffiON TO SPECIFIED. 3. THE PLACEMENT(SPOTTING) OF ALL PLANT MATERIAL TO BE REVIEWED IN THE FIELD WITH THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED WITHOUT PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS DEEMED TO BE IN THE WRONG POSITION. 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE. 5. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF THERE IS A CONFLICT WITH THE SUBSURFACE DRAIN LINES OR STORM DRAINS. ABBR. AR AE AC BP CH CG CP cs co CL De EM EF FO HH HA LM LS LA LF LI PB PJ PF PV PW RC RB RS RI SG SL · TP SHRUB LEGEND BOTANICAL NAME COMMON NAME TRIANGULAR SPACING Acacia redolens· 'Verde' Verde Acacfa 8'0.C, Archtostaphy!oS 'Emie.f'Sld Carpet' Emerald Clirpet Manzitnfte 5'0,C. Artemesla callfornfta carrforhla Sitgebush 4"0,C. Baccharls centennial Coyote Brush 4'0.C. Callfandra haematocephaltl Pink Powder Puff 6'0,C, CMnothus g. 'Horlzont:alls' Carmel Creel)er 6'0.C. Clstus purpureus Orchid Rockmse 4'0;C. Cfrtus 'Sunset' Rockrose 4'0.C. Cotoneaster dammerl · Bearberry Cotoneaster 6'0.C. CotoneaSter lacteus Red Clusterberry 8'0.C. tilet:es bfcolor FDrtnfght lily 4'0.C. Ecnfum fastuosum Pride of Maderla 8'0.C Escafronfa 'Fradesff'. Escallonla 8'0.C. Festuca ovlm, 'G/aUCB' ·e1ue Fescue 12"0.C. Hemerocallls hybrid Day/1/y 2'.0.C. HeteromefeS ai'butlfolfll Toyon 10'0.C. Lantana m. 'Confetti' Tramn(/-Ulntima 6'0.C. Laritana m,. 'Spreading Sunshine' rralffng l,l'nta·m,-6'0.C. Lavandula rntermed!a Lavender 3'0.C. Leucophyllum frutescens 'Green Cloud' Texas Ranger 'Green Cloud' 6'0.C. u,-;ope muscan Bfg Bfue Ufy Turf 2'0.C. Phontlium t. 'Bf'On'ze' Bronze New Zealand Ffax S'O-.C. Phormlu'm.t. 'Jatk Spratt' Dwarf New Zealand Flax 30"0,C. Photlhla traseri t>hoUnla 8'0.C. PfttosPorom-r. 'Vttrfeg.ata' Vartegated PittOSporurri 6'0.C. PittO$porum t. 'Wheelerfl'. Dwarf Pittosporum 30"Q.C. Rhamus·ca!ffbrntca. Coffee berry 10'0:C, Rhaphfo/epls I. 'Batler!m,~ Dwarf India Hawthorn 30"0,C. Rhaphfoh!pfs'I. 'Sprlrigtifnl!·1 Ind/a Hawthorn 6'0.C. Rhus lntegr'lfo/la Lemonade Berry 10'0.C. Salvia gre{Jgl Autumn Sage 4'0.C. Safvla Leucantha Mexican Bush Sage 4'0.c. Thevetla peruvlana Ye,,dw Oleander 810.c. QUANTITY 1 GAL 275 948 431 160 299 879 268 232 42 117 170 351 5 GAL. ABBR AF AM EF EN ES KP· LS ML MN ME PC i>A PR QI TC UP BOTANICAL NAME Agonls nexuosa Arbutus mar/ha Eucalyptus fie/fol/a Eucalyptus nlcho/ii Eucalyptus slderoxylon 'Ro sea' Koelreuterla pan/culat:a l/quldambar s. 'Rotundiloba' Melaleuca 1/m,rfolla Melaleuca · nesophlla Metros/deros excelsus Pini.is canariens/5 Platanus.acerlfolla . Plstanus racemosa Quercus· llex Tristan/a conferta Vimus parvlfol/a 'True Green' CARLSBAD SLOPE PLANTING NOTE IF SLOPE PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL, A CITY APPROVED JUTE OR STRAW MESH SHALL ALSO BE SECURED · ON ALL SLOPES OVER 3 FEET IN VERTICAL HEIGHTIN ADDffiDN TO THE SPECIFIED HYDROSEED AND GROUNDCOVER. GROUNDCOVER LEGEND .. (PRIVATE SLOPES) HYDROSEED MIX # 1, V V V-V V V V ~ v-vvv MYOPORUM .PAR, ROOTED cumNGS AT 18"0.C. (ORNAMENTAL SLOPES) HYDROSEED MIX #2, //;'/// . ////// /.//// i' ////,,,,/ MYOPORUM PARVIFOLIUM, ROOTED CUTTINGS AT 18"0.C. (NATURALIZING SLOPES) HYDROSEED MIX #3 BACCHARIS P. 'TWIN PEAKS', ROOTED CUTTINGS AT 2'0.C. TURF HYDROSEEDED DWARF BLENDED FESCUE, · MEDALLION DWARF BONSAI (OR EQUAL) TREE LEGEND COMMON NAME SIZE/QUANTITY 15 GAL. 24" BOX 36" BOX Peppermint Tree N.C.N 18 Red Flowering Gum Nichol's WI/low-Leafed Peppermint 26 Red Iron Bark Golden Ralntree Amer/can Sweet Gum 9 FlaxleafPaperbarf< 81 Pink Me/aleuca 38 New Zealand Christmas Tree 12 Canary Island Pine London Planetree 25 ca11romta sycamore 5 2J Holly6ak Brisbane Box 9 True Green Elm APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE DATE LOCATION OF REVIEWED BY: PLANTING AREAS OAT( TREE TAG NOTE ALL TREES ARE TO BE SELECTED AND SPOTTED BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO BID SIZES AS INDICATED ON PRICES PER GROWEST NURSERIES. CONTACT DEAN WENDT (714)528~0761 • . SHRUB SET-BACK NOTE . SHRUB PLANTINGS SHOWN ADJACENT TO ANY PAVING SHALL BE PLANTED WITH THE CENTER OF . THE SHRUB SET BACK FROM THE EDGE OF PAVING A DISTANCE OF HALF THE 0.C. SPACING SPECIFIED FORTHAT SHRUB. ... ROOT BARR.lER NOTE .·· . A 24" LINEAR ROOT BARRIER (DEEP ROOT MODEL #UB 24-2 OR EQUAL) SHALL BE USED ADJACENT TO ALL PAVING WHERE TRE.ES ARE PLANTED WITHIN 5' OF NEAREST CONCRETE OR OTHER PAVING. EXTEND ROOT BARRIER MATERIAL 10' MIN. BEYOND TREE PLANTING LOCATION IN BOTH DIRECTIONS. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION. INSTALL PER MANUFACTURERS RECOMMENDATIONS. .· SOIL BID NOTE SPECIAL NOTE: THE LANDSCAPE CONTRAcToil SHALL INCLUDE IN HIS BID TO PURCHASE AND PROVIDE A SITE SPECIFIC SOILS TEST (FROM A SOILS LAB APPROVED BY THE CITY) WITH SAMPLES FROM REPRESENTATIVE SLOPES AND FLAT AREAS AFTER ROUGH GRADING HAS BEEN COMPLETED. SOILS ARE TO BE AMENDED PER LABORATORY RECOMMENDATIONS BASED UPON SOIL AGRICULTURAL SUITABILITY TEST RESULTS. BACKFILL MIX IS ALSO TO BE PREPARED BASED UPON THESE RESULTS. THE CONTRACTOR SHALL PROVIDE THE LANDSCAPE ARCHITECT AND THE CITY WITH A COPY OF SAID REPORT FOR REVIEW AND APPROVAL BY THE CITY INSPECTOR PRIOR TO START OF CONSTRUCTION. THI! FOLLOWING SOIL AMENDMENT INFORMATION JS FDR BID PURPOSES ONLY. iN ALL PLANTING AREAS THE FOLLOWING APPLICATION SHALL BE MADE PER 1,000 SQUARE FEET OF AREA AND SHALL BE THOROUGHLY CULTIVATED IN TWO DIRECTIONS INTO THE TOP 6" OF SOIL, AND THE AREA WATERED DOWN: 4CUo YARDS NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED FROM REDWOOD, FIR OR · CEDAR SAWDUST, 15 LBS. 12-12-12 COMMERCIAL FERTILIZER 200 LBS. AGRICULTURAL GYPSUM. PREPARE SOIL MIX FOR BACKFILL iN PITS FOR . TREES,. SHRUBS AND VINES (OTHER THAN AZALEAS, FENS AND PALMS). SOIL MIX SHALL CONSIST OF THE FOLLOWING: 1/2 CUBIC YARD SCREENED ON-SITE SOIL 1/2 CUBIC YARD NITRDLIZED SHAVINGS . l LB, 6-20-20 COMMERCIAL FERTILIZER PER CU. YD. OF MIX . 10 LBS. ORGANIC GYPSUM PER CU, Yb. OF MIX 2 LBS IRON SULFATE PE CU. YD. OF MIX IRON SULFATE CAN CAUSE Sl!Vl!RI! STAINING IF IN COMES IN CONTACT WITH MOIST CONCRETE SURFACES. INITIAL INSPECTOR DATE (NG/NEER OF WOR REVISION DESCRIPTION HYDROSEED MIXES INTERIOR ORNAMENTAL SLOPES FLOWERING EROSION CONTROL MIX #l BOTANICAL NAME LBS/ACRE PURITY/GERMINATION ESCHSCHOLZIA CALIFORNICA LOBULARIA MARITIMA (CARPET Oi= SNOW) LOBULARIA MARITIMA (ROYAL CARPED VERBENA TENUISECTA TOTAL LBS/ACRE ORNAMENTAL PRIMARY SLOPES FLOWERING EROSION CONTROL MIX #2 4.0 4.0 6.0 6.0 20 98/80 98/75 98/75 90/75 BOTANICAL NAME LBS/ACRE PURITY/GERMINATION BAILEY MULTIRADIATA ERIOPHYLLUM CONFERTIFLORUM ESCHSCHOLZIA CALIFORNICA HORDEUM CALIFORNICUM LASTHENIA CHRYSOSTOMA LA YIA PLA TTYGLOSSA LOBULARIA MARITIMA 'CARPET OF SNOW' LOBULARIA MARITIMA 'ROYAL CARPET' LOTUS SCOPARJUS LUPINUS NANUS NASSELLA PULCHRA PENSTEMON SPECTABILIS PHACELIA CAMPANULARIA SISYRINCHIUM BELLUM VERBENA TENUISECTA TOTAL LBS/ACRE 3.0 4.0 2.0 5.0 1.0 1.0 4.0 6.0 4.0 2.0 10.0 2.0 2.0 1.0 6.0 53 NATURALIZING / TRANSITiONAL SLOPES FLOWERING EROSION CONTROL MIX #3 90/80 30/60 98/80 90/80 50/60 60/60 98/75 98/75 90/80 98/80 90/80 95/80 98/80 95/75 90/75 BOTANICAL NAME LBS/ACRE PURITY/GERMINATION ENCELIA CALIFORNJCA ERJOPHYLLUM CONFERTlFLORUM ESCHSCHOLZIA CALIFORNICA HORDEUM CALIFORNICUM LUPINUS NANUS MIMULUS AURANTIACUS PUNICEUS MUHLENBERGIA RIGENS MUGLENBERGIA MICROSPERMA NASSELLA PULCHRA PENSTEMON SPECTABILIS PHACELIA CAMPANULARIA VULPIA MICRDSTACHYS TOTAL LBS/ ACRE 4.0 4.0 2.0 5.0 2.0 3.0 2.0 4.0 10.0 2.0 2.0 6.0 46 40/60 30/60 98/75 90/80 98/70 02/55 80/80 80/30 70/60 95/75 98/75 90/80 THE FOLLOWING MATERIALS ARE RECOMMENDED TO BE UTILIZED AS PART OF THE GYDROSEEDING SLURRY. PRODUCT CONWED 100%. WOOD FIBER ECOLOGY CONTROLS M-BINDER 18-18-18 FERTILIZER AM 120 MYCORRIHJZAL LBS/ACRE 2000 150 200 60 AND CONCER 15ra I CITY OF CARLSBAD 15211 Pl.ANNING DEPARTMENT LA COSTA GREENS NEIGHBORHOOD 1.09 ~fiRov~_,,.,, l/-lt/-Of/ ASSISTANT Pl.ANNING DIRECTOR DATE I I OWN BY: PROJECT NO. DRAWING NO. OAT£ INITIAL OArr:: INITIAL CHKD BY: CT 02-22 406-71 RVWO BY: OTHER APPROVAL CITY APPROVAL ROOT BARRIER IS TO BE INSTALLED IF TREE JS WITHIN 5' OF HARDSCAPE. _,-----, 2" DIA. LODGE POLE TREE STAKE DOWELED OR PEELED FROM VIRGIN TREE. GREEN PRESERVATIVE TREATED. PLACED OUTSIDE OF ROOTBALL. USE TWO STAKES PER 15 GAL. TREE. ,.,..---42 CINCH TIES AVAILABLE FROM V.I.T. COMPANY: 15561 PRODUCT LANE D-4, HUNTINGTON BEACH, CA 92649. TEL. (714) 891-8338. ALLOW 2" MIN, TRUNK CLEARANCE. ~-.. TREE ROOTBALL 4" ABOVE GRADE FOR 24" BOX TREES-TAPER ROOTBALL FROM TRUNK TO FINISH GRADE FINISH GRADE I...Ufill';'~--◄4" HIGH WATER RETENTION BASIN FORMED FROM PLANT 2x DIA. OF ROOT BAL~ PIT EXCAVATION. BASIN RIM MAY RAKED OUT PRIOR TO OTHER PLANTING WORK AS DIRECTED BY LANDSCAPE ARCHITECT "-_.PLANT FERTILIZER TABLETS PER AGRONOMIC SOILS REPORT ~-PREPARED BACKFILL PER AGRONOMIC SOILS REPORT '----t6" ZONE OF OVER-EXCAVATED AND RECOMPACTED NATIVE SOIL TREE PLANTING • .,. ROOT BARRIER IS TO BE INSTALLED IF TREE IS WITHIN 5' OF HARDSCAPE. SEE DETAIL "G" ON THIS SHEET. ---------FOR STAKING INFORMATION REFER TO DETAIL 110 11 MAXIMUM SLOPE CUT 1: 1 111=3---BACKFILL MIX PER APPROVED AGRONOMIC SOILS REPORT ROUGHEN SURFACE PLANTING TABLETS PER AGRONOMIC REPORT -----ROOTBALL ,,. ,!-----COMPACTED BACKFILL MIX PER _ '' ··~ _ APPROVED AGRONOMIC REPORT --ll1TI1-II 111~111111 -NATIVE UNDISTURBED SOIL 1-1/2 X's ROOTBALL DIAMETER NOTE, PLANT PIT TO BE EXCAVATED TO 1 TIME THE ORIGINAL CONTAINER DEPTH AND 1-1/2 TIMES THE DIA. OF ORGINAL CONTAINER. SLOPE TREE PLANTING 0 0 0 0 0 0 0 0 0 0 SQUARE SPACING 0 0 0 0 0 0 0 TRIANGULAR SPACING --.. LIMIT OF GROUNOCOVER TYPICAL. FIRST ROW OF GROUNDCOVER TO BE 6" AWAY FROM EDGE OF CONSTRUCTION FEATURE, LIMIT OF WORK, OR DRIP LINE OF SHRUB. ________ _, GROUND COVER TO BE PLANTED IN FLATS, cumNGS, LINERS, OR 1 GALLON CONTAINERS PER PLAN ·"""1-------o SOIL PREP.· REFER TO PLANTING NOTES REFER TO PLANTING NOTES FOR ADDITIONAL SPECIFICATIONS s SQ. FT. PLANTS WILL COVER 64 PLANTS 100 PLANTS 4" 7 SQ. FT. 11 SQ. FT. 6" 16 25 8" 28 44 10" 45 70 12" 64 100 1511 100 156 1811 144 ~ ~ 225 ~ ~------WATER RETENTION BASIN • 9't,0:, TO BE ELIMINATED WHEN SHRUBS ARE NATIVE OR EXTREMELY DROUGHT- TOLERANT SPECIES ,_ ... PREPARE BACKFILL MIX PER PLANTING NOTES PLANTING FERTILIZER TABLETS, PER AGRONOMIC SOILS REPORT SLOPE SHRUB PLANTING SILICONE:o-----~ GREENPLASTIC:o----~ VINE TIE PLASTIC STIK-TIE'o-----..,.;;;i ATTACH VINE/ESPALIERS TO WALL o------ WITH CLEAR SILICONE AND GREEN PLASTIC COATED WIRE TIES. STIK TIES TO BE CLEAR PLASTIC AND ADJUSTED WHEN NECESSARY AS PLANT GROWS. VINE LOCATION REFER TO PLANTING -- PLANS FOR SIZE AND TYPE 24" 256 400 'S' REFERS TO SPACING GROUNDCOVER GROUND COVER SHALL BE PLANTED IN THE PLANTING AREAS 6" FROM THE EDGE OF MOWSTRIP OR SIDEWALK TO 6" FROM THE DRIP LINE OF THE FIRST ROW OF SHRUBS IN A SHRUB MASS ONLY AND 6" TO THE EXISTING WALL OR LIMIT OF WORK LINE. CD VINE ATTACHMENT CITY OF CARLSBAD SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS E.3-1 E.3-1.1 E.3-1.2 E.3-1.2-1 E.3-1.2-2 E.3-1.2-2.1 E.3-1.2-2.2 SLOPE PLANTING SLOPE PLANTING STANDARDS Slope requiring erosion control measures as specified herein shall be treated with one or more of the following planting standards: a. Standard #1-COVER CROP/JUTE MESH Cover crop shall be a seed mix typically made up of quick germinating and fast covering grasses, clovers, and/or wild flowers. Submit the specific seed mix for City approval prior to application. The cover crop shall be applied at a rate and manner sufficient to provide 90% coverage within thirty (30) days. Type of jute mesh shall be as approved by the City and staked to the slope as recommended by the manufacturer. Jute mesh shall be required when planting occurs between August 15 and April 15. During the remainder of the year, the cover crop and/or jute mesh may be used. b. Standard #2-GROUNDCOVER One hundred (100%) percent of the area shall be planted with a ground cover known to have excellent soil binding characteristics (planted from a minimum size of flatted material and spaced to provide full coverage within one year). c. Standard #3-LOW SHRUBS Low spreading, woody shrubs (planted from a minimum of 2 3/4 Inch liners) shall cover a minimum of seventy (70 %) percent of the slope face (at mature size). d. Standard #4-TREES AND/OR LARGE SHRUBS Trees and/or large shrubs shall be (planted from a minimum of 1 gallon containers) at a minimum rate of one (1) plant per two hundred (200) square feet. AREAS OF APPLICATION (PLANTING) SLOPES--6:1 or steeper and: a. 3 feet or less in vertical height and are adjacent to public walks or streets require at minimum Standard #1 (cover crop and juted). b. 4 feet to 8 feel in vertical height require Standards #1, #2, and #3. c. In excess of 8 feet in vertical height require Standards #1, #2, #3 and #4. SPECIAL CONDITIONS Areas graded flatter than 6:1 require Standard #1 (cover crop) when they have one or more of the following conditions: a. Sheet graded pads not scheduled for improvements within 6 months of completion of rough grading. b. A potential erosion problem as determined by the City. c. Identified by the City as highly visible areas to the public or have special conditions that warrant immediate treatment. Areas to be hydroseeded shall first be disked or rototilled to provide a friable, loose seed bed. LAND CONCERN LAN~SCAPI AatHITRCTUR5 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" DATE REVIEWED BY: DATE INITIAL INSPECTOR DATE ENGINEER OF WOR, REVISION DESCRIPTION ----SHRUB ROOTBALL, CROWN SHALL BE FLUSH WITH FINISH GRADE ---3" HIGH WATER RETENTION BASIN, RAKE-OUT AS DIRECTED BY THE LANDSCAPE ARCHITECT ~---FINISH GRADE ITTTI~~m-----PLANTING FERTILIZER TABLETS, PER PLANTING NOTES t--'-'lttttt-----PREPARE BACKFILL MIX PER PLANTING NOTES ,: tt{ci, '°~---+++++ hl~~~-f;;i·,,;Jl,,,t'-~~-------6" ZONE OF OVER-EXCAVATED 1--1,-AND RECOMMENDED NATIVE SOIL k~112~k ,i ROOTBALL ,i DIAMETER NOTE: FOR SHRUB LAYOUT NEXT TO IRRIGATION HEADS REFER TO DETAIL "I". SHRUB PLANTING NOTE: FOUR (4) GUYS ARE REQUIRED FOR ALL MEDIAN AND SHRUB AREAS. ROOT BARRIER IS TO BE INSTALLED IF TREE IS WITHIN 5' OF PAVING. SEE DETAIL "G". --v.I.T. PROTECTIVE COLLAR --1/4" DIA. GALV. CABLE LENGTH AS REQUIRED --6-1/2" TURNBUCKLE TREES IN TURF AREAS ARE NOT TO BE GUYED. --1/2" DIA. X 40" MIN. LENGTH WHITE PVC goo 90•$90• goo NOTE: PRUNE TREES AS DIRECTED BY LANDSCAPE ARCHITECT ONLY I-.J :x: 8 .J I;: "' ca ~ 2-1/2 TIMES ROOTBALL DEPTH SCH. 40 WIRE IN PLACE. --TREE ROOTBALL: 1" ABOVE GRADE FOR 5 AND 15 GALLON TREES 4" ABOVE GRADE FOR 24" BOX TREES -TAPER ROOTBALL FROM TRUNK TO FINISH GRADE ---04" HIGH WATER RETENTION BASIN, RAKE-OUT AS DIRECTED BY THE LANDSCAPE ARCHITECT ---e2" DIA. X 15 GAUGE X 2'·0" LONG GALV. IRON PIPE STAKE DRIVEN FLUSH TO GRADE. DRILL TWO (2), 5/16" HOLES 3/4" FROM TOP • "' • " TO SECURE WIRE FERTILIZER PLANT TABLETS • PER PLANTING NOTES BACKFILL MIX PER APPROVED AGRONOMIC SOILS REPORT -...._ __ 6" ZONE OF OVER EXCAVATED AND RECOMPACTED NATIVE SOIL TREE GUYING [TI:] CITY OF CARLSBAD I SHEETS I PlANNING DEPARTMENT 21 Pl.ANTING Pl.AN FOR: LA COSTA GREENS NEIGHBORHOOD 1.09 A ov~~ 9--/t/-O'/ ASSISTANT PlANNING DIRECTOR DATE DATE DWN BY; I PROJECT NO. I DRAWING NO. INITIAL DATE INITIAL CHKD BY.· CT 02-22 406-71 OTHER APPROVAL CITY APPROVAL RIIWD BY: CONCRETI 1. SCOPE Furnish and Install all concrete work complete as Indicated on the drawings and speclfled Including: A. Furnish and set all reinforcing steel, bolts, and anchors. B. Install all Items required by other trades which are to be cast Into concrete. C. Concrete mow strips, footings for: walls, fencing, benches, etc., where applicable. 2.GENERAL All requirements of subsection 3.3.1, standard specifications for Public Works construction, shall apply except as specified herein. 3. MATERIALS A. Portland cement shall conform to ASTM-C150, Type IV. B. Concrete aggregate shall conform to ASTM-C33. c. Water shall be clean, free from strong acids, alkali, oil or organic matter. D. Add mixture for all formed concrete shall be SIKA Chemical Carp's "Plastlment," or approved equal, applied In strict accordance with manufacturer's directions. E. Reinforcement: Reinforcing steel ALTM-A15 and ASTM-A305. Wire fabric: ASTM-A185. F. Form G. 1. Lumber shall be "Construction Grade," Douglas Fir. 2. Plywood for forming of concrete which Is exposed shall be plyform. All plywood used for forming shall be at least 5/8-inch thick and edge sealed. Expansion Joint filler shall conform with ASTM-D1751 (premolded). 4. CONCRETE A. Quality 1. The Contractor shall assume responsibility for all the design mix and shall guarantee the specified ultimate strength as indicated or specified herein. 2. Concrete, to be type V and the minimum 28 day ultimate strength shall be 2,000 psi. This Is to be verified by the project soil engineer. 3. Ready-mixed concrete shall conform to ASTM-C94. B. Proportions and Consistency 1. The proportions of aggregate to cement shall provide a dense mixture which will readily work Into all corners of the forms and around all reinforcements without any segregation of the materials, cause excess free water to collect on the surface or cause excessive bleeding of the forms. 2. The recommended practices of the American Concrete Institute shall be followed In all appllcable procedures. The maximum slump shall not exceed 3 inches for footings, slabs ongrade, and mass concrete; S inches for foundation walls. C. Control The concrete quality, proportions, consistency, etc., Is subject to the approved of Owner, and no changes shall be made without his prior written approval. 5. !'ORM WORK A. Forms for concrete work shall be either metal or wood. Forms that are warped or that do not have a smooth straight upper edge shall not be used. Forms shall be set with the upper edge of the board true to line and grade and shall be staked rigidly In place with stakes set not more than four feet ( 4') apart so as to remain Immovable throughout the construction. All forms shall be approved by Owner within a tolerance of one percent (1 %). All materials shall be accurately and separately weighed' and mixing shall continue until the distribution of materials Is uniform and the mass of concrete is homogeneous. B. Two and one-half (2-1/2) gallons of water per cubic yard, shall be withheld from the mix at the plant, and all or a portion may be added to the mix at the job site as directed by the Inspector. The concrete shall be mixed at least 5 minutes after such water is added and not less than 3 minutes of the time shall be immediately prior to the discharge of the batch. Total mixing time after adding original water shall be at least 15 minutes. c. Concrete which is not placed within 90 minutes after the introduction of cement and water, and concrete which has stood for 30 minutes after leaving the mixer, shall not be used. 6. CONVEYING AND PLACING A. Before pouring, all forms shall be thoroughly cleaned and made tight. The bottom of trenches shall be wet down before pouring footings; earth shall not be muddy at the time of pouring. Concrete shall not be placed until reinforcements, rough hardware, and forms are approved by Owner. B. Before depositing new concrete against old concrete, all laitance shall be removed and the surfaces roughened to expose the embedded aggregate. The surfaces shall then be covered with cement grout, using the specified mix with 1/2 of the course aggregate omitted, 1-1/2 Inches thick. C. Conveying and placing of concrete shall be done so as to prevent separation of Ingredients, and In no case shall the free fall exceed 6 feet. Tremies shall be used as required. Surfaces of concrete shall be kept reasonably level, with a minimum amount of concrete being allowed to flow after being placed. Placing shall be performed as a continuous until each section Is completed. 7. GROUT A. Grout shall be composed of one part Portland Cement and two parts of fine aggregate by volume. Mater1als shall be mixed dry and water added just sufficient to make the mixture flow under its own weight. B. For dry tamp cement cement grout, a minimum of water shall be added to the mix so that when set sample Is squeezed hard in the hand, surface moisture, but no free water shall appear on the sample. Do not mix more than can be used in 30 minutes. B. CURING AND PROTECTION A. All exposed surfaces of concrete shall be protected from damage due to temperature, elements, and construction operations. B. Curing 1. All exposed surfaces of concrete shall be protected from premature drying, and freshly placed concrete shall be protected against wash by rain. All concrete shall be kept wet for a period of ten days after placing. In order that curing water may reach both surfaces of walls, the forms shall be loosened and water shall be poured over the tops of the walls and allowed to run down between the concrete and the forms. 2. All liquid curing compounds shall be used in accordance with the manufacturer's recommendations and shall not be used on surfaces receiving concrete hardener. 9. Dl!Pl!CTIVE CONCRETI! A, Concrete which Is not In accordance with these specifications, out of line, level or plumb; showing structure crack•, rock pockets and honeycombing shall be patched with dry pack concrete. B. All fins and Irregularities shall be removed from exposed concrete surfaces while the concrete Is still green. Where patching Is required, all loose and uniform concrete shall be removed prior to patching. Minor rock pockets and onof cco honeycombing shall be patched with dry pack concrete. 10. CONCRETE FINISHES A. Flat surfaces shall be screeded to the required levels and slopes and then any excess water and laltance removed. Concrete shall be compacted with a grid tamper and then floated to a true and level surface within the tolerance of 1/8 Inch along a 10-inch straight edge. B. See plans for concrete finish In landscape areas. 11. EXPANSION JOINTS Placement of expansion Joints shall be as directed and determined by layouts of slab markings noted "E.J." on drawings. Expansion Joint materials shall be Poly Foam and the Joint Is to caulked to match the paving. 12. PROTECTION -All finished concrete worlk shall be barricade to pedestrian traffic for three (3) days. Barncades shall be placed Immediately after concrete finishing. Contractor shall furnish, place, and remove all of his own barricades. Contractor shall be responsible for any damage to new construction, and replacement or repair of the work shall be made without added cost to Owner. 13. PATCHING If patching is necessary and permissible, a bonding agent such as Weld-Crete, or equal, shall be used. 14. CONCRETE CURBS Construct concrete curbs at locations shown on plans as detailed, true to line and grade, as approved by the local County or City. Use natural gray Porland cement concrete, 2,000psl compressive strength. Locate expansion Joints as detailed or shown, and as directed, at intervals not to exceed fifteen feet (15'). Finish with steel trowel, then brush with bristle brush parallel to face or edge. 15. CLEAN UP Upon completlon of all concrete work and before flnal acceptance, Conttactor shall remove all tools, surplus materials, apparatus, debris, etc., from the site and the site shall be left In a clean, neat condition acceptable to Owner. LANOSCAPE CONSTRUCTION 1. SCOPE 01' WORK The work of this section Includes all labor, materlals, and equipment required to complete work Indicated on the drawings. The work shall be performed In accordance with the best standards of practice relating to the various trades and under the continuous supervision of a competent foreman, capable of Interpreting the drawings and these specifications. The work Included In the section Is as follows: Finish Grading for Planting, Soll Preparation, Fertilization, Planting, Including lawn, Maintenance, Inspection and Certifications, Guarantees, Cleanups, Staking, Guying and Espaliering and Miscellaneous Allowances. 2. APPROVALS A. All sprinkler work shall be Inspected and approved prior to the start of any work In this section. B. Prior to excavation for planting or placing of stakes, locate all utllltles, electric cables, conduits, sprlnkler llnes, heads, valves and valve control wires, and all utility lines so that proper precautions may be taken not to damage such such Improvements. In the event of a conflict between such lines and plant locations, promptly notify the Landscape Architect who shall arrange for relocation for one or the other. Failure to follow this procedure places upon the Contractor the responsibility for, at his own expense, making any and all repairs for damages resulting from work thereunder 3. QUANTITIES AND TYPl!S: Plant materials shall be furnished In the quantities and/or spacing as shown or noted ror each locations, and shall be of the species, kinds, sizes, etc., as symbolized and/or described In the "Plant Legend" as Indicated on the drawings. The Landscape Architect has prepared this list only as a convenience to the Contractor and assumes no responsibility for Its accuracy. The Landscape Contractor is to verify all sizes and quantities. 4. VERIFICATION OF DIMENSIONS AND QUANTITIES: All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities and shall immediately Inform the Landscape Architect and City of any discrepancy between the drawings and/or specifications and actual conditions. No work shall be done In any area where there is such a discrepancy until approval for the same has been given by the Landscape Architect and City. 5. INSPECTION A. All Inspections shall be made by the Landscape Architect and the City. The Contractor shall request Inspection at least two (2) days in advance of the time inspection Is required. B. Inspection will be required for the following parts of the work: 1. Dur1ng finish grading and soil preparation. 2. Plants, after delivery to site prior to planting. 3. When vines, shrubs, and trees are spotted for planting, but holes are not excavated. 4. Specimen trees at source, before delivery. 5. Lawn areas prior to planting. 6. Planting areas prior to planting. 7. All landscape construction Items, prior to the start of the calendar day maintenance period (flnal observation). 8. At completion of calendar day maintenance period {final maintenance observation). 9. Inspection reports shall be made for each observation by the Landscape Architect and one copy shall be submitted to the Owner and the Contractor. 6. CERTIFICATION A. Prior to Job acceptance, written certifications shall be submitted to the Landscape Architect, for the following: 1. Quantity and quality of commercial fertilizer and organic rertlllzer. 2. Quantity and quality of all soil amendments called for by plans and specifications. 7. MATERIALS A. Plant materials Indicated on the drawings and herein specified, shall conform to the following: l. Nomenclature: Plant names Indicated or listed In the "Plant Legend" on the drawings, conform to "Standard Plant Names" established by the American Joint Committee On Horticulture. Except for names covered therein, the established custom of the nursery Is followed. 2. Condition: Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, Insect pests, or their eggs, and shall have healthy, normal root systems, well filling their containers, but not to the point of being root bound. Plants shall not be pruned prior to delivery, except as authorized by the Landscape Architect, or his representative. In no case shall trees be opened before delivery. 3. Dimension: The height and spread of all plant material shall be measured with branches In their normal position and shall be as Indicated on the drawings. The caliper of all trees shall be measured four feet ( 4'-0") above the surface of the ground. Where caliper or other dimensions of any plant material are omitted from the "Plant Legend," It shall be understood that these plant materials shall be normal stock for type listed. 4. Inspection: All plant materials must have been previously Inspected at the nursery and shall be subject to the Inspection and approval of the Landscape Architect before planning. 5. Plant List: As Indicated on drawings. 6. Sizes of Plants: Shall be as stated on the plan. Container stock (1-gallon, 5-gallon, and 15-gallon) shall have been grown in containers for at least one (1) year, but not over two years. 7. Substitutions: Substitutions for the Indicated plant materlals will be permitted provided the substitute materials are approved In advance by the Landscape Architect and the substitutions are made at no cost to the Owner. Except for the variations so authorized, all substitute plant materials shall conform to the requirements of these speclncatlons. If the accepted substitute materials are of less value than those Indicated or specified, the contract price will be adjusted in accordance with the provisions of the contract. 8. Plants Not Approved: Plants not approved are to be removed from site Immediately and replaced with suitable plants. The Landscape Architect and/or Owner reserves the right to reject entire lots of plants represented by defective samples. 8. FERTILIZERS AND SOIL CONDITIONERS: A. After rough grading, soil samples shall be taken from enough locations on the site to represent an adequate cross section of conditions. Soll test shall be performed by a soil testing laboratory (pre-approved by the City). The test shall indicate but not be limited to the following: a. organic matter content b. N,P,K c. pH d. EC e. soil texture (slit, clay, sand) f. recommendations for amendments, leaching, and maintenance fertilizations. B. The results and recommendations of the soil testing laboratory shall be submitted to and approved by the City. The approved recommendations for amendements and backfill shall be Incorporated Into the landscape plansprlor to the start of construction and shall become part of the approved plans. Products specified by product name by the soil lab In the recommendations may be substituted with "or equal" products approved by the City. The landscape contractor shall provide for and have performed a site-specific agronomic soils test report on samples taken from at least four (4) separate areas contained in this project. The soils test shall include recommendations for amendments to ground cover areas, tree/shrub backfill, and hydro-mulch formula. The contractor shall provide Landscape Architect and City with one (1) copy each of said report for review prior to start of construction. 9. STAKING MATIRIALS: A. Tree staking shall be as per plan. B. Ties for holding trees shall be as per detail. 10. GRADING AND SOIL PREPARATION: A. Contractor is to finish grade to within !/10th of 1 foot or 1" below paving where paving exists. B. Moisture Content: The soil shall not be worked when the moisture content Is so great that excessive compaction will occur, not when It Is so dry that dust will form in the air or that clods will not break readily. Water shall be applied if necessary to provide Ideal moisture content for tllllng and for planting herein specified. C. Preliminary Grading: Preliminary grading shall be done In such a manner to anticipate the finish grading. Excess soil shall be removed or redistributed before application of fertilizer and mulch. Where soil Is to be replaced by plants and mulch, allowance shall be made so that when finish grading has begun, there shall be no deficiency in the specified depth of mulched planting beds. D. Weeding: Before and during preliminary and finish grading, weeds and grasses shall be dug out by the roots and disposed of off the site (except those weeds and grasses not of the perennial type, less than 2-1/2" and not bearing weeds, which may be turned under). Oats more than 2-1/2" high and not bearing seeds may be turned under. Perennial weeds and grasses to be removed Include, but are not limited to, the following: Nut Grass Puncture Vine St. Augustine Grass Wire Weed Dallas Grass Alfalfa Morning Glory Mustard Plant Johnson Grass LAND CONCERN -----+-----------+---a~-+----____, ~a ~C_IT_Y~O=F~C=A=R=LS_B_A_D__, ~. ~ _ PLANNING DEPARTMENT ~ APPROVED FOR PLANTING AND !RR/GA T!ON ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" DATE LA COSTA GREENS NEIGHBORHOOD 1.09 1---+--+-------------+---+--+---+---fl~;I:'E/.~A~ 4~/'/-ot/ r::=-::::::::::-:;:--------------;_ __ __j __ --l-________________ --1-----lf---+--+--1 ASSISTANT PLANNING DIRECTOR DATE REVIEWED BY: ~=====::::;-,_=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-,:::;--;::::::::'.'.::'.::'.::::::=~ 1----+----+------------------+----+----+-----l---l OWN BY:----PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY:----CT O 2-2 2 40 6 7' 1 [NGINE:ER OF WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: -L INSPECTOR DATE LANDSCAPE CONSTRUCTION (Continued) E. All planting areas shall be scarified to a depth of 12 Inches below grade with the spacing of the ripper teeth no greater than 12 inches on center prior to placing conditioners and fertilizers. All rocks and debris more than 2" in diameter shall be removed from the site. F. Trenches: If sprinkler system Is installed after grading and fertilizing Is completed, the upper portion of the back fill shall be retilled and fertilized to the depth specified for the area required to conform to the specifications. 11. FINISH GRADING When preliminary grading, Including weeding and fertilizing, has been completed and the soil has dried sufficiently to be readily worked, all lawn and planting areas shall be graded to the elevations Indicated on the drawings. Grades not otherwise Indicated shall be uniform levels or slopes between points where elevations are given. Minor adjustments of finish grades shall be made at the direction of the Landscape Architect, if required. Finish grade shall be smooth, even, and uniform plane without abrupt change of surface. Soil areas adjacent to buildings to allow a natural run-off of water, and surface drainage shall be directed as Indicated on drawings by remodeling surfaces to facilitate the natural "run-off" of water. Low spots and pockets shall be one inch (1") below grade of adjacent pavement of any kind. Grading shall be done when soil Is at optimum moisture content for working. 12. Ml!THOD OF PLANTING AND WORK PROCEDURE A. No planting shall be done until all operations In conjunction with the Installation of the sprinkler system have been completed, final grades have been established, the planting areas have been properly graded and prepared as herein specified, and the work approved by the Landscape Architect. B. The relative position of all trees and plants is subject to approval by the Landscape Architect and Owner, and they shall If necessary, be relocated as directed as part of the Contract. C. All plants shall be removed from their containers and set so that, when settled, they bear the same relation to the required grade that they bore to the natural grade before being transplanted. Each plant shall be planted in the center of the pit and backfilled unless otherwise specified, with the prepared soil. No soil in muddy condition shall be used for backfilling. No filling will be permitted around tnunks or stems. All broken or frayed roots shall be properly cut off. D. The City Inspector and Landscape Architect and/or Owner shall Inspect the placing and planting of all plant materials. E. In the event that underground construction work or obstructions are encountered in the planting operation, alternate locations for plant material will be selected by the Landscape Architect and Owner, operation will be at no extra cost to the Owner. 13. PLANTING OF TREES A. Position plants in plant location Indicated on drawings and secure approval before excavating pits, making necessary adjustments as indicated. B. All pits for trees shall be dug square with bottom level, the plant pit size shall be dug per the following site conditions: i. Tree planting in flat areas: The width of the planting pit shall be two and one half times the rootball width. The depth of the planting pit shall be the depth of the rootball plus six inches. II. Tree planting on slopes: The width of the planting pit shall be one and one half times the rootball width. The depth of the planting pit shall be the depth of the rootball plus six Inches. Compacted sells at sides and bottoms shall be loosened by scarifying or other approved method. Pits shall be backfilled with "prepared soil" to the required grade, and the balance of the pit filled with "prepared soil", thoroughly settle by water application. C. Set plants In the center of pit, In vertical position, so that crown of ball will be level with finish grade alter allowing for watering and settling and shall bear the same relationship to the finish grade that It did to the sell surface in the container. D. Prepare a depressed water basin as wide as plant balls at each plant. Water thoroughly, backfilling any voids with additional prepared planting mix. 14, PLANTING VINE, SHRUBS AND GROUNDCOVERS. A. Vines and shnubs shall be planted In pits as Indicated by the following site conditions: i. Vines and shrubs In flat areas: The width of the planting pit shall be one and one half times the width of the rootball. The depth of the planting pit shall be the depth of the rootball plus six inches. II. Vines and shrubs on slopes: The width of the planting pit shall be the width of the rootball. The depth of the planting pit shall be the the depth of the rootball plus six inches. Compacted soil at bottom of bit shall be loosened and the pit filled with "prepared soil" to the bottom of the ball. When the plant has been properly set, the pit shall be filled to the required grade with "prepared soil" and thoroughly settled by tamping and watering. All vines shall be removed from stakes, united, and securely fastened in the approved manner to the wall, fence or other surface next to which they are planted. B. Prepare a depressed water basin as wide as plant balls at each plant. Water thoroughly, backfilling any voids with additional prepared planting mix. C. Ground Covers: 1. Pits or flats sized plant to be at least 6"x6"x6". Ground cover areas shall be moistened prior to planting. No flat plants shall be planted in dry soil. 2. Set plants In center of pits so that crown of plant will be level with finished grade after settling of soil, then backfill and water. 3. Flatted plants shall be well-rooted with nunners at least 4" but not more than 6" In length. 1!5. TREES AND VINE OCCURRING IN LAWN Trees and vines occurring In lawn shall be planted before final preparation of those areas. 15. CARI! OF PLANTS BEFORE AND DURING PLANTING Plants shall not be allowed to dry out before or while being planted. Keep exposed roots moist by means of wet sawdust, peat moss, or burlap at all times during planting operations. Do not expose roots to the air except whlle being placed in the ground. WIited plants, whether ln place or not, will not be accepted and shall be replaced at the Contractor's expense. 17. WATERING BASINS 18. WATERING A. Immediately after plantlng, water shall be applied to each tree by means of a hose. The water shall be applied on a moderate stream In the planting holes until the material about the roots is completely saturated from the bottom of the hole to the top of the ground. B. Plants which cannot be watered efficiently with the existing water system shall be watered by means of a hose. C. Apply water In sufficient quantities, and as often as seasonal conditions require, to keep the ground wet at all times., well below the root system of grass and planting. Care is to be taken In watering slopes so as not to cause erosion damage. D. Following the planting of ground cover plants furnished In flats, each plant shall be immediately and thoroughly watered by means of a hose with a slow-running stream of water. 19, TRl!I! STAKING A. Stake all trees, not to be guyed at time of planting, by placing stake In the prepared hole and driving stake 18" Into solid ground. Plant the tree as close to the sta_ke as possible without crowding the roots. Fasten the tree to the upper end of the stake in at least three (3) places, using method specified In construction drawings. B. Trees, 36" box size or larger, shall be guyed per landscape architects recommendations. Use not less than three guys per tree, or as directed by the Landscape Architect. 1. Protect bark of tree by covering wire with green 1/2" diameter new nubber hose. 2. Guys to be anchored with "Duck BIii" type anchors or approved equal. 3. Guy wires shall be #12 ga. galvanized wire. Mark guys with 3'-0" long 1/2" dla. white PVC pipe. 20, ROOT BARRIERS A. All trees planted within S'-0" of hardscape areas (I.e. walls, sidewalks, bulldlngs, structures, etc.) shall be planted with deep root 18" linear barrier LB 18-2. B. Barrier shall be the length of the ultimate canopy width. 21. ESPALIERING OF VINES A. All trellises and stakes are to be removed from plants, and the plants shall be fastened and trained against fences or walls as directed by the Landscape Architect. LANDSCAPE CONSTRUCTION (Continued) 22, CERTIFICATl!S In addition to any other certlllcates specified, the Contractor shall furnish a certificate with each delivery of bulk material, stating the source, quantity, any type of material and that the material conforms to the specification requirements. For bulk delivered organic fertilizer, the certificate shall also state the volume, net weight, percent of nitrogen, percent of phosphoric acid. For each fertilizer and soil conditioner, In containers, a similar certificate of Invoice shall be furnished stating total quantities by weight and volume for each material. These certificates shall be submitted to the Landscape Architect and the Owner prior to the start of the maintenance period. 23. PROTECTION The Contractor shall carefully and continuously protect all areas Included In the contract, Including plant materials, fences, supports, etc., until flnal acceptance of the work by the Landscape Architect and City. 24. MAINTENANCE A. The Contractor shall maintain a sufficient number of mean and adequate equipment to perform the work herein specified. Plant maintenance work shall consist of applying water, weeding, caring for plants, Including ground covers, shnubs and trees, edging, aerating, and mowing of lawns, fertilizing and control of pests and diseases. B. Damage to any planted area shall be repaired Immediately. Depressions caused by vehicles or foot traffic shall be filled with topsoil leveled and replanted. Extenmlnate gophers and moles, and repair damage. ' C. The entire project shall be maintained for a period of 90 days, commencing from the time all Items of work have been completed to the satisfaction of the Landscape Architect and the Owner. D. The project shall be so cared for that a neat and clean condition will be presented at all times to the satisfaction of the Owner and the Landscape Architect. 25, LAWN MAINTl!NANCI! A. Watering: Water every day once per day for two (2) weeks thereafter and then gradually reduce frequency of watering the three (3) times per week. The Contractor shall continue to maintain the lawn until the flnal acceptance by the Landscape Architect and the Owner. B. Fertilizing: Apply 16-6-8 at the rate of 6 pounds per 1,000 square feet three (3) weeks after Installation and water Immediately thereafter. C. Diseases and Pest Control: Two (2) weeks after Installation of lawn, apply a granular mercurial fungicide of 1.8 % mlrcurous chloride as per manufacturer's recommendation. 0. Mowing: The lawn shall be mowed at a height of 1-1/2" with a rotary mow, equipped with rollers, before It reaches 2" In height. Collect grass clippings during mowing operations and remove from the site. After each cutting, the edge of the grass shall be trimmed to a neat and uniform line. The lawn edges shall be maintained In a neat condition at all times. 25, GROUND COVER AND SHRUB MAINTl!NANCI! A. Watering: New plantings shall be watered once per day for two (2) weeks alter Installation. Reduce watering to every other day for the next two (2) weeks. Water thereafter three (3) times per week until final acceptance. B. Fertlllzatlon: Fertilize three (3) weeks after planting with 5 pounds 16-6-8 per 1,000 square feet; fertilize thereafter every 30 days. C. Diseases and Pest Control: For control of slugs and snails, apply palletized trlcalcium arsenate s % by weight as per manufacturer's recommendations two (2) weeks after installation. For control of cutworms and other soil insects, apply Metro brand soildrin as per manufacturer's recommendations two (2) weeks after Installation. This product contains Dieldrln, Llndane, and Phosphorothloate. Extenmlnate gophers and moles and repair damages. D. Pruning: All shrubs and trees shall be pinch pruned as necessary to encourage new growth and to eliminate rank sucker growth Old flowers, dead foliage and limbs shall be removed. No major pruning shall be done without the approval of the Landscape Architect. · E. Weeding: All planting areas Including lawn, ground cover, and shnub areas, shall be kept weed-free at all times. Weeds shall be dug out by the roots and disposed of off the site. F. Upon completion of the 90 day maintenance period, the Contractor shall ferttlize per B, 2 and c, 2 of this section. 28. CLl!AN UP Upon completion of the work In this section, Contractor shall remove all rubbish, trash, and debris resulting from the the operations, remove disused equipment and and Implements of service; leave entire area involved in a neat and acceptable condition such as to meet approval of Landscape Architect. 29, HYDROSl!EDING (GROUND COVER AND TURF) Material Application and Equipment a. Mixing shall be performe_d In a tank with a built-In continuous agitation and recirculation system of sufficient operating capacity to product a homogeneous slurry of fiber, seed, fertilizer and water In the designated proportions and a discharge system which will apply the slurry to the area to be treated at a continuous and uniform rate. b. Loading and mixing: With agitation system operating at part speed, water shall be added to the tank and a good clrculatlon shall be established. Materials shall be added to the tanks in such a manner that they are uniformly blended Into the mixture In the following sequence: 4,100 gal. water/acre (1,500 gal. tank -3 tanks/acre) 1,500 lbs./acre Con-wed fiber 100 lbs./acre Ecology Control M Binder 300 lbs.{acre 12-12-12 commercial fertilizer 100 lbs./acre soil sulfur 30, WEED ABATl!Ml!NT PROGRAM Upon completion of the Irrigation system and after all existing weeds have been removed from the plantlng areas, the following weed prevention shall be used: Apply fertilizer mixture by spray per acre as follows: 300 lbs. 12-12-12 commercial fertlilzer 300 lbs. urea fonmaldehyde 1,000 lbs. agricultural gypsum Apply post-emergent herbicide as recommended by a licensed pest control advisor to be compatible with the seeded plant varieties. Apply mixtures per the followtng time schedule: Fertlilze/Water Wait Spray the post-emergent Pest control Advisor recommendations Fertilize/Water Spray Weed Mixture Fertlllze/Water Spray Weed Mixture Grub/clean all areas to prepare for seeding plant 21 days 2 days 7-10 days 14 days 7 days 14 days 7 days 23 days max. TOTAL: 100 days max. A. Construct a fully compacted mound of soil around each tree and plant to form a watering basin at the edge of and followlng the shape of the planting rootball pit area. Mounds for trees and for vines from 5-gallon or larger containers, shall be at least 4" high. Mounds for all other trees, vines, or plants not otherwise specified shall be at least 4" high. Excavated earth, if capable of retaining water, may be used. Any settlement within the basins after watering, shall be refilled to the required grade with prepared soil, and additional nitrogen-stabilized sawdust worked Into the surface as required grade with prepared sol!, and additional nitrogen-stabilized sawdust worked into the surface as required to restore the mulched condition. B. At the end of the 90 day maintenance period all watering basins In lawn areas shall be leveled to finish grade and the area shall be sodded with the specified sod. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REVIEWED BY: INSPECTOR "AS BUILT" DATE DATE LAND CONCERN LANtiscAi-11 ·A1t.C:HI'l'llc'rUa11 i----t--j--------------1--1---+---l-------1112EbT I CITY OF CARLSBAD I SH2E:E1T:S I ~===-===::::P::::lA:=N:::N:::IN=G=D=E=P::::4::R::TM::£::N:=T===='-==== LA COSTA GREENS NEIGHBORHOOD 1.09 4-lt/-o</ c:A~S=S=IS~TA::N::T::::::P:::lA::N::N"'IN::G';-".D"'IR:::£;=:C:=TO:=R::::::=====::::--.::::::D::A::T::E===! t--;:-:=:-+:=:::-+------------+--....+--1-----l------l ~r ----DATE INITIAL DATE OWN BY:----PROJECT NO. DRAWING NO. ENGINEER OF WORI REVISION DESCRIPTION OTHER AP::~:~ :::/APP:::;~ ~g :;---CT 02-22 406-71 ' ' \ -\ ' i \ \ ' ' ·,, \. ' ' ' ' ' ' ' i ! ' ,, I i ' :1 '. :,· i . \ l l \ \ \ ' \ \ NOTE: GILLESPIE. MOODY. PATTERSON, INC. IS ONLY RESPONSIBLE FOR 'AS-BUILT' INFORMATION INDICATED ON PLANS. -· i ·,~ j_ 1:: ,.- ,_...... I /2 (' .. ;_,;C-,J.I ,,i<_y_ 1 #? $~-~ st-t-· 1---M~tNl-lNE 11-" 13.0.IM IN ?bi.~'fi!..WA~ i~L- ~ i{:,_"f;,';''r, I ) ·= ., .. ~~ l'f OF c~\.~...., ,_ "AS BUILT" APPROVED FOR PLANTING 11/A/ ~/4_ AND IRRIGATION ONLY, INCLUDING PRECISE l111',1Z(. • .._,.. D"f DATE LOCATION OF Rf11/fWfD BY: M.,:f.,.j lT-~11.;tt PLANTING AREAS <-t-1-11 INSPECTO DATE s BASE a -$-I 0 ' ,. , I ,.. . ,-, I' :6.<:-[<;IJ/LI • • DATE INITIAL REVISION DESCRIPTION ENO/NEER OF ll'OR C t DATE NOTE TO CONTRACTOR CONTRACTOR SHALL SCHEDULE A SITE OBSERVATION OF THE IRRIGATION SYSTEM FOR A REVIEW BY THE IRRIGATION CONSULT ANT MIN. 48 HOURS LEAD TIME. THE FOLLOWING ITEMS TO BE SCHEDULED FOR REVIEW: PRE-JOBI KICK OFF CONSTRUCTION MEETING MAINLINE INSTALLATION AND PRESSURE TEST MUST BE APPROVED BY CITY INSPECTOR PRIOR TO BACKFILLING LOCATING CONTROLLER ASSEMBLY COMPLETION OF INSTALLATION FOR COVERAGE TEST WIRE NOTE ALL LEAD WIRES TO BE 14 GA. AND ALL COMMON WIRES TO BE 14 GA. THROUGHOUT PROJECT. SLEEVING NOTE ALL PIPING AND WIRES SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE 2X DIAMETER OF PIPE SLEEVED. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MIN, 2" DIA. WIRE SLEEVE. ALL SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. DOMESTIC WATER LINE NOTE CONTRACTOR SHALL MAINTAIN A MIN. 10' HORIZONTAL AND 12" VERTICAL SEPARATION BETWEEN ALL DOMESTIC AND RECYCLED WATER LINES. RECYCLED WATER LINES SHALL BE SLEEVED AT ALL DOMESTIC WATER LINE CROSSINGS. REFER TO DETAIL FOR MORE INFORMATION. ----·-·-· -·· .. MAINTENANCE RESPONSIBILITY NOTE f'm':':".':~c·ccc·:· .............. :.::::::.:::,: :: ... ...... , ... r····· . , ............. .... ....... .... ..... ·········· ................ ..... .......... ............... ................. ............... ............... , ........ -...... ,;.,,.,...:..c.,..;.,..;.!-" ·-·. :..·. A L I 40 INITIAL SHADED AREAS ON THIS SHEET SHALL BE IRRIGATED WITH RECLAIMED WATER AND MAINTAINED BY HOME OWNERS ASSOCIATION . NON SHADED AREAS OUTSIDE THE HOME OWNER LOTS ON THIS SHEET SHALL BE IRRIGATED WITH DOMESTIC WATER AND MAINTAINED BY HOME OWNERS ASSOCIATION, NON SHADED AREAS INSIDE THE HOME OWNER LOTS ON THIS SHEET SHALL BE IRRIGATED WITH DOMESTIC WATER AND MAINTAINED HOME OWNER REFER TO APPROPRIATE NOTES, LEGEND, DETAILS, AND SPECIFICATIONS. ALL VALVE BOXES SHOWN ARE DIAGRAMMATIC AND ARE INTENDED TO BE PLACED IN PLANTING AREAS. ALL PIPE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMATIC ONLY. INSTALL PIPING IN PLANTING AREAS ONLY. CD REFER TO SHEETS 17 TO 22 FOR IRRIGATION NOTES, LEGENDS, DETAILS, SPECIFICATIONS, AND METER INFORMATION. REFER TO HOMEOWNER POC AND CONTROLLER NOTE I DETAIL FOR CONTROLLER TYPE AND EQUIPMENT LOCATION PIPE SIZING LABELED ON PLAN. ALL PIPE DOWNSTREAM FROM 1" IS TO BE 3/4" IN SIZE. ... KEYMAP E I 80 DATE WATER CONCERN, LTO LANOSCAPE IRRIGATION CONSVL nNG 1751! Eali Dee,o AvenU8, Santa Ana, CA 92705 (949) 553,3190 (949) 752{1769 FAX [ifil CITY OF CARLSBAD PLANNING DEPAR™ENT 1s211 ' TJ.vn1 l""U"\1'1 rvr,.: LA COS'f A GREENS NEIGHBORHOOD 1.09 A'ff>JWY,'c'/ b1.1 '-1-lt/-o<I ASSISTANT PLANNING DIRfCTOR DATE OWi( BY: !RR TEAM PROJl:CT NO. DRAWING NO. INITIAL CHKD BY: /RR TEAM OTHER APPROVAL CITY APPROVAL R\IWO BY: {RR TP\1,/ I Cf 02-22 I 406-7L ..r: ~ I -1 r NOTE: GILLESPIE. MOODY. PATTERSON, INC. IS ONLY RESPONSIBLE FOR 'AS-BUILT' INFORMATION INDICATED ON PLANS. - APPROVED FOR PLANT! NG AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "' -' ~ '"''"' '';" -,I_ * :.~ vaht • _.,v-&;,~ __ ~ OF CJl..\J_ "AS BUILT" .~ ~:3/JllliL DAT£ R£V/£W£D BY: /1:l( G,-. ~l-4f-4-1-11 INSPECTOR DATE s BASE b -$-I 0 rEJ;it,, ": r1 i> i!t.. ._, -1'21 l IL-t DATE /NIT/Al REVISION DESCRIPTION ENGINUR OF WOR C t DATE: NOTE TO CONTRACTOR CONTRACTOR SHALL SCHEDULE A SITE OBSERVATION OF THE IRRIGATION SYSTEM FOR A REVIEW BY THE IRRIGATION CONSULTANT MIN. 48 HOURS LEAD TIME. THE FOLLOWING ITEMS TO BE SCHEDULED FOR REVIEW: PRE-JOB/ KICK OFF CONSTRUCTION MEETING MAINLINE INSTALLATION ANO PRESSURE TEST MUST BE APPROVED BY CITY INSPECTOR PRIOR TO BACKFILLING LOCATING CONTROLLER ASSEMBLY COMPLETION OF INSTALLATION FOR COVERAGE TEST WIRE NOTE -- ALL LEAD WIRES TO BE 14 GA. AND ALL COMMON WIRES ro BE 14 GA. tH_ROUGHOUT PROJ_ECT. SLEEVING NOTE ALL PIPING AND WIRES SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE 2X DIAMETER OF PIPE SLEEVED. All MAINLINE SHALL BE ACCOMPANIED WITH A MIN. 2" DIA. WIRE SLEEVE. All SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. DOMESTIC WATER LINE NOTE CONTRACTOR SHALL MAINTAIN A MIN. 10' HORIZONTAL AND 12" VERTICAL SEPARATION BETWEEN ALL DOMESTIC AND RECYCLED WATER LINES. RECYCLED WATER LINES SHALL BE SLEEVED AT ALL DOMESTIC WATER LINE CROSSINGS. REFER TO DETAIL FOR MORE INFORMATION. ---__ .,. __ . ., ,. .. _,,_ ___ --------· _, ____ ._ .... MAINTENANCE RESPONSIBILITY NOTE .·:<-:-"".'~:-7.~''""." SHADED AREAS ON THIS SHEET SHALL BE IRRIGATED WITH RECLAIMED ......... .. ...... ····-··· . ...... ....... , .... ............. :-:-: .. ········•· .. ....... ..... ... :-:-:--:--:-:--:---:-: ---:-, ~~.:..;..:.,,;..:...:.,:... A L I 40 /NIT/Al WATER ANO MAINTAINED BY HOME OWNERS ASSOCIATION . NON SHADED AREAS OUTSIDE THE HOME OWNER LOTS ON THIS SHEET SHALL BE IRRIGATED WITH DOMESTIC WATER AND MAINTAINED BY HOME OWNERS ASSOCIATION. NON SHADED AREAS INSIDE THE HOME OWNER LOTS ON THIS SHEET SHALL BE IRRIGATED WITH DOMESTIC WATER AND MAINTAINED HOME OWNER. REFER TO APPROPRIATE NOTES, LEGEND, DETAILS, AND SPECIFICATIONS. ALL VALVE BOXES SHOWN ARE DIAGRAMMATIC AND ARE INTENDED TO BE PLACED IN PLANTING AREAS. ALL PIPE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMATIC ONLY. INSTALL PIPING IN PLANTING AREAS ONLY. CD REFER TO SHEETS 17 TO 22 FOR IRRIGATION NOTES, LEGENDS, DETAILS, SPECIFICATIONS, AND METER INFORMATION. REFER TO HOMEOWNER POC AND CONTROLLER NOTE/ DETAIL FOR CONTROLLER TYPE AND EQUIPMENT LOCATION PIPE SIZING LABELED ON PLAN. ALL PIPE DOWNSTREAM FROM 1" IS TO BE 3/4' IN SIZE. KEYMAP E DATE 1 80 WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSVLTTNG 17/iQ East Dee,v Avonuo, Santa Ana, CA 92705 /949) 553-3190 (949) 752--0769 F~ cm CITY OF CARLSBAD PLANNING DEPARTMENT ,.v,. PU\l'I rv": LA COSTA GREENS I sill NEIGHBORflOOD 1.09 ~n:¼ l/-lt/-()l/ ASSISTANT PIANNING DIRECTOR DATE OWN BY: /BB TE:AJ,/ INITIAL CHKD BY: /BB ~ PROJECT NO. DRAWING NO. OTHER APPROVAL CITY APPROVAL RVWD BY: 11?8 [f.A/f/ I CT02-22 I 406-7L SEE SHEET 13 _,.r ,,,~ '\ . ' NOTE: GILLESPIE. MOODY. PATTERSON, INC. IS ONLY RESPONSIBLE FOR 'AS-BUILT' INFORMATION INDICATED ON PLANS. , ~ ,>If -~II\' I\ \ . I , .... \ I\ i . •• I; •· II ,'f.! '· i ilj' ,,. .,, . / "-, ' , ,•' , e • ~ . - (')f'·j ,r,,) f ,,.;_-;,,,. r;.._ .. ,1 1 <l';:,"""'-~~ 41§ OF cr,.1_\T " APPROVED FOR PLANTING "AS ifrl/4A BUILT" AND IRRIGATION ONLY, 03h.JflL INCLUDING PRECISE -ffA1ZC MPP'1' DATE LOCATION OF REVIEWED 8Y: J1_, t/_ l-T-1-;il~ t.\--1-11 PLANTING AREAS INSPECTOR DATE BASE c o:fi1/tL~~"riP A. ----T"l..l a,_,. DATE INITIAL ENGINE& OF ll'OR, REVISION DESCRIPTION S C I t 0 DATE NOTE TO CONTRACTOR CONTRACTOR SHALL SCHEDULE A SITE OBSERVATION OF THE IRRIGATION SYSTEM FOR A REVIEW BY THE IRRIGATION CONSUL TANT MIN. 48 HOURS LEAD TIME. THE FOLLOWING ITEMS TO BE SCHEDULED FOR REVIEW: PRE· JOB/ KICK OFF CONSTRUCTION MEETING MAINLINE INSTALLATION AND PRESSURE TEST MUST BE APPROVED BY CITY INSPECTOR PRIOR TO BACKFILLING LOCATING CONTROLLER ASSEMBLY COMPLETION OF INSTALLATION FOR COVERAGE TEST WIRE NOTE ALL LEAD WIRES TO BE 14 GA. ANO ALL COMMON WIRES TO BE 14 GA. THROUGHOUT PROJECT. SLEEVING NOTE ALL PIPING AND WIRES SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE 2X DIAMETER OF PIPE SLEEVED. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MIN. 2' DIA. WIRE SLEEVE. ALL SLEEVES TO EXTEND MINIMUM 12' BEYOND PAVING. DOMESTIC WATER LINE NOTE CONTRACTOR SHALL MAINTAIN A MIN. 10' HORIZONTAL AND 12' VERTICAL SEPARATION BETWEEN ALL DOMESTIC AND RECYCLED WATER LINES. RECYCLED WATER LINES SHALL BE SLEEVED AT ALL DOMESTIC WATER LINE CROSSINGS. REFER TO DETAIL FOR MORE INFORMATION . . .. .. . MAINTENANCE RESPONSIBILITY NOTE ~-----·"-] . . . . .. ::•••••->•••••••••.•d A L r 40 INITIAL DATE SHADED AREAS ON THIS SHEET SHALL BE IRRIGATED WITH RECLAIMED WATER AND MAINTAINED BY HOME OWNERS ASSOCIATION. NON SHADED AREAS OUTSIDE THE HOME OWNER LOTS ON THIS SHEET SHALL BE IRRIGATED WITH DOMESTIC WATER AND MAINTAINED BY HOME OWNERS ASSOCIATION. NON SHADED AREAS INSIDE THE HOME OWNER LOTS ON THIS SHEET SHALL BE IRRIGATED WITH DOMESTIC WATER ANO MAINTAINED HOME OWNER. REFER TO AFPROPRIA TE NOTES, LEGEND. DETAILS, AND SPECIFICATIONS. ALL VALVE BOXES SHOWN ARE DIAGRAMMATIC ANO ARE INTENDED TO BE PLACED IN PLANTING AREAS. ALL PIPE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMATIC ONLY. INSTALL PIPING IN PLANTING AREAS ONLY. CD I 8() INITIAL REFER TO SHEETS 17 TO 22 FOR IRRIGATION NOTES, LEGENDS. DETAILS. SPECIFICATIONS, ANO METER INFORMATION. REFER TO HOMEOWNER POC AND CONTROLLER NOTE/ DETAIL FOR CONTROLLER TYPE ANO EQUIPMENT LOCATION PIPE SIZING LABELED ON PLAN. ALL PIPE DOWNSTREAM FROM 1' IS TO BE 3/4" IN SIZ_E. KEYMAP WATER CONCERN, I.TD LANDSCAPE IRRIGATION COHSIJI. TING 17/iQ E&II Oo91I Avenu&, Santa Ana, CA 92705 (949) 553-3190 (949) 752-0769 FAX I lES I CITY OF CARLSBAD I sill PLANNING DEPARTMENT ,,..,...,1, t'U-.11 rvn.: LA COSTA GREENS NEIGHBORl-100D 1.09 A! 'R(}Vf.~ A ' /~ Ll~ltl-o'/ ASSISTANT PLANNING DIRECTOR DATE OWN Em IBJ!. ll.!6! PROJECT NO. DRAWING NO. CHKD Em Ifs!!. 10!! OTHER APPROVAL CITY APPROVAL R\'WD /JY: IRR TEAM I CT02-22 I 406-7L .J: ? _j r NOTE: GILLESPIE. MOODY. PATTERSON, INC. IS ONLY RESPONSIBLE FOR 'AS-BUILT' INFORMATION INDICATED ON PLANS. i , ' / i , , wr.--<{-": -:--~i'"*·~li:~ ' ' I , I ,17 J , "AS 17 BUILT" 1!, ' . iii' l, ~ \ '\ ' /' \ ;,\ \ ' ,,,-. , ·-~ <- "F:,, \:, ,, " ' -"''"" BASE d s C I ·t 4> 0 NOTE TO CONTRACTOR CONTRACTOR SHALL SCHEDULE A SITE OBSERVATION OF THE IRRIGATION SYSTEM FOR A REVIEW BY THE IRRIGATION CONSULTANT MIN, 48 HOURS LEAD TIME. THE FOLLOWING ITEMS TO BE SCHEDULED FOR REVIEW: PRE-JOBI KICK OFF CONSTRUCTION MEETING MAINLINE INSTALLATION ANO PRESSURE TEST MUST BE APPROVED BY Cln' INSPECTOR PRIOR TO BACKFILLING LOCATING CONTROLLER ASSEMBLY COMPLETION OF INSTALLATION FOR COVERAGE TEST WIRE NOTE ALL LEAD WIRES TO BE 14 GA. AND ALL COMMON WIRES TO BE 14 GA. THROUGHOUT PROJECT. SLEEVING NOTE ALL PIPING AND WIRES SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE 2X DIAMETER OF PIPE SLEEVED. All MAINLINE SHALL BE ACCOMPANIED WITH A MIN. 2" DIA. WIRE SLEEVE. ALL SLEEVES TO EXTEND MINIMUM 12' BEYOND PAVING. I DOMESTIC WATER LINE NOTE CONTRACTOR SHALL MAINTAIN A MIN. 10' HORIZONTAL AND 12" VERTICAL SEPARATION BETWEEN ALL DOMESTIC AND RECYCLED WATER LINES. RECYCLED WATER LINES SHALL BE SLEEVED AT ALL DOMESTIC WATER LINE CROSSINGS. A I 40 REFER TO DETAIL FOR MORE INFORMATION. MAINTENANCE RESPONSIBILITY NOTE L SHADED AREAS ON THIS SHEET SHALL BE IRRIGATED WITH RECLAIMED WATER AND MAINTAINED BY HOME OWNERS ASSOCIATION. NON SHADED AREAS OUTSIDE THE HOME OWNER LOTS ON THIS SHEET SHALL BE IRRIGATED WITH DOMESTIC WATER AND MAINTAINED BY HOME OWNERS ASSOCIATION. NON SHADED AREAS INSIDE THE HOME OWNER LOTS ON THIS SHEET SHALL BE IRRIGATED WITH DOMESTIC WATER AND MAINTAINED BY HOME OWNER. REFER TO APPROPRIATE NOTES, LEGEND, DETAILS, AND SPECIFICATIONS. ALL VALVE BOXES SHOWN ARE DIAGRAMMATIC AND ARE INTENDED TO BE PLACED IN PLANTING AREAS. ALL PIPE SHOWN IN HARDSCAPE AREAS IS DIAGRAM MA TIC ONLY. INSTALL PIPING IN PLANTING AREAS ONLY. REFER TO SHEETS 17 TO 22 FOR IRRIGATION NOTES, LEGENDS, DETAILS, SPECIFICATIONS, AND METER INFORMATION. 0 REFER TO HOMEOWNER POC AND CONTROLLER NOTE I DETAIL FOR CONTROLLER 'TYPE AND EQUIPMENT LOCATION E I 80 PIPE SIZING LABELED ON PLAN. ALL PIPE DOWNSTREAM FROM 1" IS TO BE 3/4" IN SIZE. KEYMAP WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSUL TING 1750 Ea,t Dee11 Avonl/6, Santa Ana, CA 92705 (949) 553-3190 {949) 752-076'i FAX LA COSTA GREENS NEIGHBORHOOD 1.09 APPROVED FOR PLANTING ~ AND IRRIGATION ONLY, , ~%;:r----_12_:3jg_1fu_ ~~~=:::----4-lt/.o/ / NC LU DI NG PR EC /SE 1--~ __ i-_______ a_A_TE--l---1----1-------------+--t---t--,-, ~AS=;s=:1sr,;:"AN=r~PL4~NN~rN=;G~o1=R8=C"=DR~~~==:=:;--;~DA===,T~E~ LO C' A T/ON o F REVIEWED BY: OWN BY: /RR lµ)M PROJECT NO. DRAWING NO. PLA NTING AREAS {1,~( 4"· ~H...oft ~-1-1/ DAlF INITIAL REVISION DESCRIPTION 0:~: AP;::~ ::APP:: = ~ ;;: iw CT 02-22 406-7L DATE ENfJINE:t:R OF WOR INSPECTOR ..r: 0 6' -J r HOA MAINTAINED AREAS -EQUIPMENT LEGEND [I iPM I l>l<C I!) EB ® z FH -----"--------IX##·##·#.#''! .... '--- '"------- ELECTRICAL METER -TO BE PROVIDED BY DEVELOPER POTABLE WATER METER -TO BE PURCHASED AND INSTALLED BY CONTRACTOR CROSS TOP BRASS GATE VALVE. WATTS WGV-X-TO BE LINE SIZE WATTS 909(S) R.P. BACKFlOW WITH WATTS 777 WYE STRAINER IN A STRONG BOX STAINLESS STEEL SBBC - 30SS BACKFLOW COVER -SIZE BACKFLOW PER PLAN. MASTER VALVE -WATTS 815-4SA-NC-BG-SV-F-MO BLACKGUARD PREG VALVE WITH SURGE ANT./ SCH VALVE- SIZE PER PLAN. DATA INDUSTRIAL 220 BRASS FLOW SENSOR· SIZE PER PLAN HUNTER ICV-FS-AS PLASTIC CONTROL VALVE· SIZE PER PlAN NELSON 7643 LOCKABLE WATER QUICK COUPLER VALVE RAINMASTER • DX2 CONTROLLER IN A TOP LIFT MOUNT STRONGBOX ENCLOSURE WITH COMMUNICATION BOARD. , FLOW SENSING BOARD AND HUNTER SG-MC SENSOR GUARD BY HYDROSCAPE • SEE CONTROLLER NOTES ON PLAN FOR MODEL NUMBER. AGRICULTURAL PRODUCTS ARV-2 AIR RELEASE I VACUUM RELIEF VAL VE IN-LINE UVR PVC CHECK VALVE -KBI LINE SIZE WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 3' AND LARGER -BURY 24' WHITE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 2-112" AND SMALLER BURY 18" PURPLE SCH. 40 PVC RECYCLED WATER LATERAL LINE -BURY 12" -NO PIPE SHALL BE SMALLER THEN 3/4" WHITE SCH. 40 PVC POTABLE WATER LATERAL LINE -BURY 12' -NO PIPE SHALL BE SMALLER THEN 3/4" SCH. 80 PVC MAINLINE, WIRE AND LATERAL SLEEVE UNDER VEHICULAR PAVING· BURY 30". SCH. 40 PVC MAINLINE AND WIRE SLEEVE UNDER PEDESTRIAN PAVING -BURY 18". SCH. 40 PVC LATERAL SLEEVE UNDER PEDESTRIAN PAVING· BURY 12" ALL WIRE SLEEVES TO BE MIN. 2X PIPE DIAMETER OF PIPE SLEEVED. POTABLE STREET MAIN LOCATION PER CIVIL ENGINEERING PLANS. FOR REFERENCE ONLY. POTABLE FIRE HYDRANT LOCATION PER CIVIL ENGINEERING PLANS. FOR REFERENCE ONLY. DENOTES VALVE STATION NUMBER (POTABLE) DENOTES VALVE SIZE (POTABLE) DENOTES FlOW (POTABLE) DENOTES VALVE STATION NUMBER (RECYCLED) DENOTES FLOW (RECYCLED) DENOTES VALVE SIZE (RECYCLED) NOTE: * CONTRACTOR SHALL OBSERVE RECYCLED I POTABLE WATER CROSSING AND SEPARATION REGULATIONS SEE DETAILS AND LOCAL CODE. HOA MAINTAINED AREAS -SPRAY LEGEND SYMBOL MANUFACTURER MODEL NO. NOZZLE RAD. FLOW P.S.I. PRECIP. *** SHRUB HEADS ON RISER*** RAINBIRD PASS PRS 12 F RAINBIRD PASS PRS 12 H RAINBIRD PASS PRS 12 T RAINBIRD PASS PRS 12 Q RAINBIRD PASS PRS 12 VAN RAINBIRD PASS PRS 10 F RAINBIRD PASS PRS 10 H RAINBIRD PASS PRS 10 T RAINBIRD PASS PRS 10 Q RAINBIRD PA8S PRS 10 VAN RAINBIRD PASS PRS 8 F RAINBIRD PASS PRS 8 H RAINBIRD PASS PRS 8 T RAINBIRD PASS PRS 8 0 RAINBIRD PASS PRS SH RAINBIRD PASS PRS SQ FULL HALF THIRD QRTR VAN FULL HALF THIRD QRTR VAN FULL HALF THIRD QRTR HALF QRTR *** SHRUB POP-UP HEADS *** RAINBIRD 1812 SAM PRS 12 F RAINBIRD 1812 SAM PR$ 12 H RAINBIRD 1812 SAM PRS 12 T RAINBIRD 1812 SAM PRS 12 Q RAINBIRD 1812 SAM PRS 12 VAN e RAINBIRD 1812 SAM PRS 10 F i RAINBIRD 1812 SAM PRS 10 H ~ RAINBIRD 1812 SAM PRS 10 T V RAINBIRD 1812 SAM PRS 100 ♦ RAINBIRD 1812 SAM PRS 10VAN 0 RAINBIRD 1812 SAM PRS 8 F 9 RAINBIRD 1812 SAM PRS 8 H f RAINBIRD 1812 SAM PRS 8 T 9 RAINBIRD 1812 SAM PRS 8 Q ..,, RAINBIRD 1812 SAM PRS SH 'I' RAINBIRD 1812 SAM PRS SQ ■ RAINBIRD 1806 SAM PRS 15CST *** TURF POP-UP HEADS *** 0 • RAINBIRD 1806 SAM PRS 5H RAINBIRD 1806 SAM PRS SQ FULL HALF THIRD QRTR VAN FULL HALF THIRD QRTR VAN FULL HALF THIRD QRTR HALF ORTR CST. HALF QRTR 12' 12' 12' 12' 12' 10' 10' 10' 10' 10' 8' 8" 8' 8' 5' 5' 12' 12' 12' 12' 12' 10' 10' 10' 10' 10· 8' 8' 8' 8' 5' s· 4'X30' 5' 5· 2.60 1.30 0.87 0.65 0.65 1.60 0.80 0.50 0.40 0.40 1.04 0.52 0.35 0.28 0.20 0.10 2.60 1.30 0.87 0.65 0.65 1.60 0.80 0.50 0.40 0.40 1.04 0.52 0.35 0.26 0.20 0.10 1.21 0.20 0.10 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 2.01 2.01 2.01 2.01 VAR 1.78 1.78 1.76 1.78 VAA 1.83 1.83 1.83 1.83 1.83 1.83 2.01 2.01 2.01 2.01 VAR 1.78 1.78 1.78 1.78 VAR 1.83 1.83 1.83 1.83 1.83 1.83 VAR 1.83 1.83 NOTE:• ALL SPRAY HEAD POP-UP BODIES SHALL HAVE RECLAIMED PURPLE SNAP CAPS IF USING RECLAIMED WATER. HOA MAINTAINED AREAS -ROTOR LEGEND HOA MAINTAINED AREAS - GENERAL SLEEVE SCHEDULE MANUFACTURER: HUNTER SYMBOL MODEL NO. NOZZLE RAD. G.P.M. P.S.I. ... SHRUB STREAM ROTOR HO FULL PART QTR. @]@@ @]@@ @] @ ® ~@)@ ~@)@ @] ® @ @] @) @ [ill @ @ [Ii] @ ® tI!I $ ~ llll ® ® tml rm> ~ lm ~ 1C> 1ml ill> @ Im ($1 ® RECLAIMED DOMESTIC FULL PART QTR. PGS • 3RV ARV ARV PGS -3RV ARV ARV PGS • 3RV ARV ARV PGS -3RV ARV ARV PGS -3RV ARV ARV PGS • 3RV ARV ARV PGS -3RV ARV ARV PGS • 3RV ARV ARV PGS • 3RV ARV ARV 1-10 • 3RV ARV ARV 1-10 • 3RV ARV ARV 1-10 • 3RV ARV ARV 1-10 -3RV ARV ARV 1-10 • 3RV ARV ARV 1-10 -3RV ARV ARV FULL PART QTR. PGS -36V ADV ADV 9 PGS -36V ADV ADV 8 PGS • 36V ADV ADV 7 PGS -36V ADV ADV 6 PGS • 36V ADV ADV 5 PGS -36V ADV ADV 4 PGS -36V ADV ADV 3 PGS • 36V ADV ADV 2 PGS -36V ADV ADV 1 1-10 • 36V ADV ADV 3.0 SR 1-10 -36V ADV ADV 2.0 SR 1-10 -36V ADV ADV 1.5 SR 1-10 • 36V ADV ADV 1.0 SR 1-10 -36V ADV ADV 0.75 SR 1-10 • 36V ADV ADV 0.50 SR ••• 12" POP-UP SHRUB STREAM ROTOR••• ~ ®@ ~ @@ IEI@ ® ~@@ ~@@ §I @) ® § @ @ ~@@ @]@@ FULL PART QTR. PGH -3RV ARV ARV PGH -3RV ARV ARV PGH • 3RV ARV ARV PGH • 3RV ARV ARV PGH -3RV ARV ARV PGH • 3RV ARV ARV PGH -3RV ARV ARV PGH -3RV ARV ARV PGH -3RV ARV ARV FULL PART QTR. PGH -36V ADV ADV 9 PGH • 36V ADV ADV 8 PGH -36V ADV ADV 7 PGH -3BV ADV ADV 6 PGH -36V ADV ADV 5 PGH -36V ADV ADV 4 PGH -36V ADV ADV 3 PGH • 36V ADV ADV 2 PGH -36V ADV ADV 1 FULL PART QTR. FULL PART QTR. 1-20-HP • 3RV ARV ARV 1-20-HP -36V ADV ADV 3.0 SR 1-20-tlP -3RV ARV ARV 1-20-HP • 36V ADV ADV 2.0 SR 1-20-HP • 3RV ARV ARV 1-20-HP -36V ADV ADV 1.5 SR 1-20-HP -3RV ARV ARV 1-20-HP • 36V ADV ADV 1.0 SR 1-20-HP -3RV ARV ARV 1-20-HP -36V ADV ADV 0.75 SR 1-20-HP -3RV ARV ARV 1-20-HP -36V ADV ADV 0.50 SR 46' 43· 42' 40' 38' 34' 31' 30' 29' 25' 25' 25' 18' 18' 18' 48' 43' 42' 40' 38' 34' 31' 30' 29' 25' 25' 25' 18" 18' 18' 5.5 4.2 3.4 2.7 2.0 1.6 1.2 0.9 0.7 3.0 2.0 1.5 1.0 .75 .50 5.5 4.2 3.4 2.7 2.0 1.6 1.2 0.9 0.7 3.0 2.0 1.5 1.0 .75 .50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 ® SLEEVES UNDER -VEHICULAR PAVING -SCH. 80 PVC -PRIVATE DRIVEWAYS & SIDEWALKS -SCH. 40 PVC @ (1) 4" SLEEVE @ (2) 4" SLEEVES @ (3) 4" SLEEVES @ (2) 2" SLEEVES @ (1) 2" SLEEVE ® (1) 6" SLEEVE APPROVED FOR PLANTING AND !RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS HOMEOWNER MAINTAINED AREAS -ROTOR LEGEND FLOW SYMBOL SPRINKLER TYPE MANUFACTURER MODEL NO PATTERN RATE RADIUS PRES. PRECIP SHRUB POP UP ROTORS ~ ROTOR POP UP @ ROTOR POP UP @ ROTOR POP UP @"'" ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP TORO 340-12 NOZZLE 1 TORO 340-12 NOZZLE 1 TORO 340-12 NOZZLE 1 TORO 340-12 NOZZLE 1 TORO 340-12 NOZZLE 2 TORO 340-12 NOZZLE 2 TORO 340-12 NOZZLE 2 TORO 340-12 NOZZLE 2 TORO XP 300HP NOZZLE 5 TORO XP 300HP NOZZLE 5 TORO XP 300HP NOZZLE 5 TORO XP 300HP NOZZLE 5 TORO XP 300HP NOZZLE 7 TORO XP 300HP NOZZLE 7 TORO XP 300HP NOZZLE 7 TORO XP 300HP NOZZLE 7 TORO XP 300HP NOZZLE 9 TORO XP 300HP NOZZLE 9 TORO XP 300HP NOZZLE 9 TORO XP 300HP NOZZLE 9 SHRUB RISER ROTORS ROTOR RISER ROTOR RISER ROTOR RISER ROTOR RISER ROTOR RISER ROTOR RISER ROTOR RISER ROTOR RISER ROTOR RISER ROTOR RISER ROTOR RISER ROTOR RISER ROTOR RISER ROTOR RISER ROTOR RISER ROTOR RISER ROTOR RISER ROTOR RISER ROTOR RISER ROTOR RISER TORO 340-10 NOZZLE 1 TORO 340-10 NOZZLE 1 TORO 340-10 NOZZLE 1 TORO 340-10 NOZZLE 1 TORO 340-10 NOZZLE 2 TORO 340-10 NOZZLE 2 TORO 340-10 NOZZLE 2 TORO 340-10 NOZZLE 2 TORO XP 300S NOZZLE 5 TORO XP 300S NOZZLE 5 TORO XP 300S NOZZLE 5 TORO XP 300S NOZZLE 5 TORO XP 300S NOZZLE 7 TORO XP 300S NOZZLE 7 TORO XP 300S NOZZLE 7 TORO XP 300S NOZZLE 7 TORO XP 300S NOZZLE 9 TORO XP JOOS NOZZLE 9 TORO XP JOOS NOZZLE 9 TORO XP 300S NOZZLE 9 FULL HALF QRTR VAR. FULL HALF QRTR VAR. FULL HALF QRTR VAR. FULL HALF QRTR VAR. FULL HALF QRTR VAR. FULL HALF QRTR VAR. FULL HALF QRTR VAR. FULL HALF QRTR VAR. FULL HALF QRTR VAR. FULL HALF QRTR VAA. 2.20 1.10 0.60 VAR. 3.00 1.50 0.80 VAR. 4.20 2.20 1.10 VAR. 6.20 3.10 1.60 VAR. 7.50 3.70 1.90 VAR. 2.20 1.10 0.60 VAR. 3.00 1.50 0.60 VAR. 4.20 2.20 1.10 VAR. 6.20 3.10 1.60 VAR. 7.50 3.70 1.90 VAR. 17' 17' 17' 17' 22' 22' 22' 22' 29' 29' 29' 29' 35' 35' 35' 35' 39' 39' 39' 39' 17' 17' 17' 17' 22' 22' 22' 22' 29' 29' 29' 29' 35' 35' 35' 35' 39' 39' 39' 39' 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 0.58 0.56 0.58 0.58 0.56 0.58 0.56 0.58 0.58 0.58 0.58 0.58 0.58 0.56 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 HOMEOWNER MAINTAINED AREAS EQUIPMENT LEGEND "AS HUNTER ASV-101-1" ANTI-SIPHON ELECTRIC VALVE WITH FLOW CONTROL, NPT INLET HUNTER HPV·101A-1" PLASTIC ANGLE VALVE FOR USE WITH CHAMPION 262·100 1" BRASS AVB ON GRADE -REFER TO DETAILS PRESSURE REGULATOR • REFER TO 'HOMEOWNER POINT OF CONNECTION' DETAIL BRASS GATE VALVE· REFER TO 'HOMEOWNER POINT OF CONNECTION' DETAIL INDOOR IRRIGATION AUTOMATIC CONTROLLER· SEE HOME OWNER CONTROLLER NOTE AND 'HOMEOWNER POINT OF CONNECTION' DETAIL REFER TO 'HOMEOWNER POINT OF CONNECTION' DETAIL SCH 40 PVC PRESSURE MAINLINE 1" • BURY 24" • NO PIPE SHALL BE SMALLER THEN 3/4" WHITE SCH. 40 PVC LATERAL LINE -BURY 12" (SEE PLAN FOR SIZES) SCH 40 PVC SLEEVE TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL WIRE SLEEVES TO BE 2" MIN. WHITE PVC • SEE SLEEVE SCHEDUAL FOR SIZE ~ DENOTES VALVE STATION NUMBER ~~ DENOTES FLOW BUILT" OAT[ HOMEOWNER MAINTAINED AREAS· SPRAY HEAD LEGEND FLOW SYMBOL SPRINKLER TYPE MANUFACTURER MODEL NO. PATTERN RATE RADIUS PRES. PRECIP. V ~ V SHRUB HEADS ON RISER SHRUB RISER SHRUB RISER SHRUB RISER SHRUB RISER SHRUB RISER SHRUB RISER SHRUB RISER SHRUB RISER SHRUB RISER SHRUB RISER SHRUB RISER SHRUB RISER SHRUB RISER SHRUB RISER SHRUB RISER RAINBIRD PASS PRS 12 F RAINBIRD PASS PRS 12 H RAINBIRDPASSPRS 12T RAINBIRD PASS PRS 12 0 RAINBIRD PA8S PRS 10 F RAINBIRD PA8S PRS 10 H RAINBIRD PA8S PRS 10 T RAINBIRD PASS PRS 10 Q RAINBIRD PASS PRS 8 F RAINBIRD PASS PRS 8 H RAINBIRD PASS PRS 8 T RAINBIRD PASS PRS 8 Q RAINBIRD PASS PRS 5 H RAINBIRD PA8S PRS 5 T RAINBIRD PA8S PRS 5 Q SHRUB POP-UP HEADS SHRUB POP UP SHRUB POP UP SHRUB POP UP SHRUB POP UP SHRUB POP UP SHRUB POP UP SHRUB POP UP SHRUB POP UP SHRUB POP UP SHRUB ~PUP SHRUB POP UP SHRUB POP UP SHRUB POP UP SHRUB POP UP SHRUB POP UP RAINBIRD 1806 SAM 12 F RAINBIRD 1806 SAM 12 H RAINBIRD 1806 SAM 12 T RAINBIRD 1806 SAM 12 Q RAINBIRD 1806 SAM 10 F RAINBIRD 1806 SAM 10 H RAINBIRD 1806 SAM 10 T RAINBIRD 1806 SAM 10 Q RAINBIRD 1806 SAM 8F RAINBIRD 1806 SAM 8H RAINBIRD 1806 SAM BT RAINBIRD 1806 SAM 80 RAINBIRD 1806 SAM 5H RAINBIRD 1806 SAM 5T RAINBIRD 1806 SAM 5Q FULL HALF THIRD QRTR FULL HALF THIRD QRTR FULL HALF THIRD QRTR HALF THIRD QRTR FULL HALF THIRD QRTR FULL HALF THIRD QRTR FULL HALF THIRD QRTR HALF THIRD QRTR 2.60 1.30 0.87 0.65 1.60 0.00 0.50 0.40 1.04 0.52 0.35 0.26 0.20 0.13 0.10 2.eo 1.30 0.87 0.65 1.60 0.80 0.50 0.40 1.04 0.52 0.35 0.26 0.20 0.13 0.10 HOMEOWNER CONTROLLER NOTE 12' 12' 12' 12' 10' 10' 1 O' 1 O' 8" 8' 8' 8' 5' 5' 5' 12' 12' 12' 12' 10' 10' 10· 10' 8' 8' 8' 8' 5' 5' 5• 30 30 30 30 30 30 30 30 30 30 30 30 30 30 JO 30 30 30 30 30 30 30 30 30 30 30 30 JO 30 30 CONTROLLER SHALL BE RAINBIRD E CLASS 12 STATION INDOOR AUTOMATIC CONTROLLER. ALL CONTROLLERS SHALL BE WALL MOUNTED INSIDE PER DETAIL WHERE SHOWN ON DETAIL. CONTROLLERS SHALL ALSO BE WIRED TO A RAINBIRD RSD-BEx RAIN SENSOR MOUNT ON THE EVE OF HOUSE. ELECTRICAL 117 VAC POWER TO BE CONNECTED BY CONTRACTOR THROUGH A JUNCTION BOX WITH AN ON/OFF SWITCH. REVIEW ALL SLEEVING WITH HARDSCAPE CONTRACTOR PRIOR TO FORMING. MODEL NUMBERS· RAINBIRD E-12 WITH RSD-CEx HOMEOWNER POINT OF CONNECTION TIE INTO EXISTING SERVICE LINE WATER SUPPLY AT THE WATER METER. INSTALL A LINE SIZE GATE VALVE, PRESSURE REGULATOR, AND RUN MAINLINE TO VALVE MANIFOLDS ON SIDE OF HOUSE PER DETAIL. MAINLINE AND VALVES SHOWN IN PAVED AREAS OR IN HOUSE IS DIAGRAMMATIC ONLY. CONTRACTOR SHALL ENSURE THAT PRESSURE DOWNSTREAM FROM POINT OF CONNECTION IS 50 PSI. CONTRACTOR TO INSTALL AVB VALVES ON THE LATERAL LINES AS NECESSARY FOR SLOPE CONDITIONS. '• WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSULTING 1750 East Deo,e Avenue, Sanla Ano, GA 92705 (949) 553-3190 (949) 75UJ769 FAX \i.LVI~ ruN: 2.01 2.01 2.01 201 1.78 1.78 1.78 1.78 1.83 1.83 1.83 1.83 1.83 1.83 1.83 2.01 2.01 2.01 2.01 1.78 1.76 1.78 1.78 1.83 1.83 1.83 1.83 1.83 1.83 1.83 LA COSTA GREENS NEIGHBORHOOD 1.09 A. vw_vc.a...A. / If,(,( l/-11/-()f/ RfV/EWE:O BY: ASSISTANT PLANNING DIRECTOR DATE t--::-:-::::--+---+------------------1----1--~1---l---.l ~~D=WN=-=-=BY.-=-,=-::;:_IR~R~:;;1'_tA;:._~M_=:_=;-",:=:::::::::======:-:===== DATE: INlnAL DATE: JNlnAL DATE: INITIAL PROJECT NO. DRAWING NO. INSPECTOR OAT£ REVISION DESCRIPTION CHKD BY: /RR TfAM CT 02-22 406-7L ENG/NITR OF WOR OTHER APPROVAL CITY APPROVAL RVWD BY: /RR TEAM Wire.Connect FOR WIRE SIZES NO, 141 12 ANO 10 SUP B. ASE SOCKET OVER ,___.....______ END OF WIRES. s ~ L.STRtP WIRES APPROXIMATELY S/8" FROM ENDS TWIST ENOS TOGETHER. r APPLY SEALER TO OUTSIDE OF SEALING :;'. fil ' PLUG.0 AVITY WITH SEALER ~ L.PUT CRIMP SLEEVE OVER WIRE ENDS. CRIMP SLEEVE AND CUT OFF EXCESS WIRE. ~ PULL BASE SOCKET OVER. WIRE ENO I AS FAR AS POSSIBLE :::~□ ..... . ~ ,... • PUSH SEALING PLUG INTO SOCKET BASE .-----.epusH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION , ... ___ RAIN BIRD PEN-TITE WIRE CONNECTOR OR APPROVED EQUAL FOR WtRE SIZES LARGER THAN NO. 10 1---STRIP WIRES APPROX. 5/8" I FROM ENDS .--------eTWIST CONNECTOR UNTIL f WIRE ENDS REACH BOTTOM ct:5@ ~ AFTER MIXING CONTENTS OF SEALING PACK IN ACCORDANCE \ WITH INSTRUCTIONS, CUT 1/2" OFF \ ENO OF PACK AND INSERT \ CONNECTOR TO OPPOSITE ENO, I@ ~ WRAP OPEN END OF SEAUNG \ PACK WITH TAPE AND LEAVE IN \ RAISED POSITION UNTIL RESIN I\ JEU.S. (APPROXIMATELY 8 MIN. AT 78@ 1~) ,-lliu:t"""u:u,"""-r--------POP UP SPRAY HEAD REFER TO LEGEND FOR SPECIFICATIONS __.--"+-eNOTE: ALL HEADS TO BE SET 6" MIN. FROM ALL HARDSCAPE SURFACES OR WALLS. '-----eFINISH GRADE --~---. IN TURF . 4•~-------..IN SHRUB ,--------POP UP ROTOR. REFER TO LEGEND NOTE:ALL ROTOR HEADS ¢_ TO BE SETB" CLEAR FROM ALL HARDSCAPE SURFACES ALL ROTOR HEADS TO HAVE PURPLE RECLAIMED WATER B" FOR SPECIFICATIONS c:;;;:=,,,.;~---FINISH GRADE .,---•SCH. 40 STREET ELL, TYP. ~---SCH. 80 PVC NIPPLE 8" LONG SCH. 40 STREET ELL, TYP. SCH. 40 PVC SxSxT TEE OR ELBOW IDENTIFICATION CAPS IF USED ,----'""-.,,.I WITH RECLAIMED WATER LATERAL WIRE CONNECTIONS GENERAL POP UP-FLAT GENERAL ROTOR POP UP • FLAT GENERAL FINISH GRADE = ...... 10" ROUND GREEN VALVE BOX {PURPLE IF USED WITH RECYCLED WATER) HEAT BRAND "AVR" __,--4 AGRICULTURAL PRODUCTS, INC. ARV-2 VALVE -2" ,----4 2" SCH. 80 TX T PVC COUPLING TO BE LINE SIZE WITH ARV-2 ,,-----e SUPPORT BRICKS -TWO REQUIRED ,,.----12" MIN. DEPTH OF 314" CRUSHED GRAVEL .-----2" SCH. 80 PVC NIPPLE. LENGTH TO BE DETERMINED TO GIVE ARV-2 VALVE 3" CLEARANCE WITH TOP OF VALVE BOX '--..... 90% COMPACTED SUB-GRADE _...--• TEE FITTING. CONTRACTOR SHALL VERIFY TYPE OF FITTING W1TH SPECIFICATIONS AND PIPE LEGEND. CONNECTION TO ARV VALVE TO BE THREADED. AIR/ VACUUM RELEASE VALVE HOA MAINTAINED AREAS ONLY STREET SURFACE\ v2222222222242:a POTABLE SERVICE LINE (SEE IMPROVEMENT 3.5 FEET DRAWINGS) 12" MINIMUM REQUIRED- VERTICAL SEPERATION RECYCLEDWATER ~ IRRIGATION MAINLINE WITH SLEEVE NOTE : ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN: 'STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS' 'CARLSBAD RECLAIMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS' OCTOBER 1993 POTABLE MAINLINE CROSSING GENERAL APPROX. 8" POTABLE' SERVICE LINE- 10' MINIMUM TO POTABLE METER BOX WITH METER 24" 1 " MINIMUM I ~ MAINLINE IN STREET -, ~ RECYCLED WATER IRRIG~ MAINLINE WITH SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATERLINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. POTABLE SERVICE LINE CROSSING GENERAL Gate.Dom.Union NOTE: INSTALL PER ALL LOCAL CODES ----.GREEN , BOLT LOCKING PLASTIC CIRCULAR VALVE BOX-MARKED "GI/" WITH EXTENSIONS AS NECESSARY BRASS GATE VALVE, SEE LEGEND FOR TYPE -=~---. 3" LONG SCH. 80 NIPPLE "-----•SCH. eo UNION --~--eSCH. 80 THREAD ONE END IJ-'rf"-iltlLJltjl~BJl:..."IT-, (T.O.E.) NIPPLE -TWO REQ'D 12" MIN. DEPTH OF 314" CRUSHED GRAVEL 111---<> BRICK STABILIZER -4 REQUIRED -----➔COMPACTED SUB-GRADE --.=11111 GATE VALVE NOTE: GATE VALVES UP TO 2" SHALL HAVE MALLEABLE IRON TEE HANDLES. VALVES LARGER THANT SHALL HAVE SQUARE OPERATING NUTS. HOMEOWNER MAINTAINED AREAS ONLY VACUUM BREAKER SHALL BE 12" MIN. ABOVE HIGHEST HEAD ON SYSTEM ELECTRIC CONTROLWIRES ~-. MANUAL CONTROL VALVE WI ATMOSPHERICACTUATOR SCH. 80 PVC NIPPLE, LENGTH AS REQUIRED ,--. SCH. 80 PVC ELBOW, TYP. / r SCH. 80 PVC THREAD ONE / ENO(T.O.E.) NIPPLE, CONNECT TO MAINLINE WITH SLIP COUPLING(lWO REQUIRED I '"' 11111· FINISHED GRADE :a;llil111 LATERAL LINE MAINLINE AUTOMATIC VALVE HOMEOWNER MAINTAINED AREAS ONLY Spray.Toe.Rec.Mx ... . FINISH GRADE OF BOTTOM 1 OF SLOPE .. Jilli~ I ALL HEADS TO BE INSTALLED WITH RECLAIMED WATER SNAP CAPS --'~rm/11 ~-----HIGH POP SPRAY HEAD - a· REFER TO LEGEND FOR TYPE NOTE: ALL SPRAY HEADS TO BE KEPT A MIN. OF 6° FROM ALL HARD SCAPE SURF ACES POP -UP HEAD TO BE SET PERPENDICULAR TO SLOE ANGLE. MARLEX STREET ELL, TYP. 1_ ----•SCH. 80 PVC NIPPLE, TYP. / 1 7 SCH. 40 PVC SXSXT TEE -,i,:::;;;~r-1-----., PVC LATERAL POP UP ON SLOPE BASE GENERAL SIZE D~J~TH __ <2-1/2" lB" •>2-1/2 24" PR.ESSURE MAtNUNEe------+--+ UNDER Vf:HJCULA <2-1/2" 30" ALL WIRE:S1 LATERALS AND MAINLINE SHALL BE SLEEVED UNDER VEHICULAR. AND PEl'>ESTRIAN PAVING PAVING >2-1/2" 30" IN LANDSCAPE <2-1/2" 12• 12· LATERAL LINE UNDER VEHICU~ >2-1/2~ <2-1/2" 30" CONTRACTOR SHALL COORDINATE ALL SLEEVING WITH HARDSCAPE CONTRACTOR PRIOR TO FORMING TO ENSURE SLEEVES ARE SET 12" PAVING >2-1/2" 30" ALL SLEEVES TO EXTEND 12" BEYOND HARDSCAPE SURFACE PIPES UNDER PAVING GENERAL NOTE: INSTALL PER ALL LOCAL CODES. AUTOMATIC ACTUATOR. SEE LEGEND FOR TYPE CONTROL VALVE SCH. 80 PVC NIPPLE, LENGTH AS REQUIRED SCHEDULE 80 PVC ELBOW, TYP. SCH. 80 PVC THREAD ONE END[T.O.E.) NIPPLE, CONNECT TO MAINLINE WITH SUP COUPLING(lWO REQUIRED) -"1""--FINISHED GRADE Rotor.Toe.Rec POP -UP ROTOR TO BESET PERPENDICULAR TO SLOPE ANGLE ALL HEADS TO BE INSTALLED WITH RECLAIMED WATER CAPS ~-----■ MIGH POP ROTOR HEAD - REFER TO LEGEND FOR TYPE NOTE: ALL ROTOR HEADS TO BE KEPT A MIN. OF 6'' FROM ALL HARDS CAPE SURF ACES r---<>SCH. 40 PVC SXSXT TEE SCH. 40 PVC STREET ELL, TYP. -._ _ _.,8" MIN. LONG SCH. BO PVC NIPPLE ROTOR POP UP ON SLOPE BASE GENERAL IJIL . "'11111 ,-----------<I PAVEMENT I / r--------<11e (2) WARNING TAPE LINES 1 -ON TOP OF SLEEVE 1 M 12" ABOVE SLEEVE · • FINISH GRADE ITITT l....,__--1·. lllllr?:111,11 !:1 r-----e PRESSURE MAINLINE / -------• CONTROL WIRE BUNDLE / e---e 2" LAYER OF CLEAN BACKFILL i...t~ lllill c"III --= CONTRACTOR SHALL HAVE RECYCLED WATER MAINLINE INSPECTED BY THE CITY INSPECTOR PRIOR TO BACKF!LL CALL (760) 815 6708. TRENCHING GENERAL NOTES: 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENO<ES 2. BUNDLE AND TAPE WIRING AT 10' INTERVALS 3. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE IN DIRECTION GREATER THAN 30°. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE 4. SEE IRRIGATION SPEOFICATIONS FOR BACKFILL ANO COMPACTION REQUIREMENTS ,---------eSTUB COMMON AND REMAINING CONTROLLER WIRES ,,---------eCAP & STUB MAINLINE FOR FUTURE IRRIGATION ,:r;_:-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_••VALVE LOCATIONS IN SHRUB AREAS -NIBCO T-113 BRASS VALVE AND WILKINS 600 SERIES 1" (PRESSURE REGULATOR TO BE INSTALLED IF STATIC WATER PRESSURE AT WATER METER IS MORE THEN 75PSI) ,,------+tt-t---.MAINLINE FROM SERVICE LINE .,---t:t-t-t-◄POINT OF CONNECTION TO EXISTING SERVICE LINE ++-◄SERVICE LINE 71:--.. CONTROLLER I RAIN SENSOR LOCATION (SEE CONTROLLER NOTES AND DETAILS) L"c:r-,~~,t----SIDE YARD MAINT. WALK SLEEVES -SEE PLAN, LEGEND, ANO DETAILS WATER METER -EXISTING INSTALL ALL VALVES IN SHRUB OR FUTURE SHRUB AREAS ONLY. AUTO GLOBE VALVE HOMEOWNER MAINTAINED AREAS ONLY HOMEOWNER POINT OF CONNECTION HOMEOWNER MAINTAINED AREAS ONLY WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSUL TING 1750 East Dsem A'9nue, Santa Ana, CA 92705 (949) 553-3190 (949) 752-0769 FAX I SiEs I CITY OF CARLSBAD Pl.ANNING DEPARTMENT -· lUh ui::: I AlL~ rv": 1s211 "AS BUILT" LA COSTA GREENS APPROVED FOR PLANTING NEIGHBORHOOD 1.09 AND IRRIGATION ONLY, A ;@~ INCLUDING PRECISE DATE '-1-!t/,CJI/ LOCATION OF ASSISTANT Pl.ANNING DIRECTOR DATE REVIEWED BY: OWN BY: 16,/i [QI&! PROJECT NO. DRAWING NO. PLANTING AREAS DATE INITIAL DATE INITIAL OATI': INITIAL CHKO BY: /RR TEAM CT02-22 406-7L REVISION DESCRIPTION RVWD BY: /RR TEAM INSPECTOR DATE ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL BACKFLOW DEVICE SEE LEGEND FOR TYPE BRASS ELBOW I TYP. MIN. 3" BRASS NIPPLE e----""'C"--/ BRASS RISER---~ '", __ 2' M X BRASS ELBOW••---==~~iss~ BRASS -~ NOTes:- NIPPLE e-------,. LJP• 1. THERE SHALL BE NO FITTINGS OR +-,I' ·1_:· 11111 CONNECTIONS TO OTHER FACILITIES :I I~~ BETWEEN THE METER AND THE -BACKFLOW ASSEMBLY 2. BACKFLOW PREVENTER MAY NOT BE INSTALLED IN PUBLIC RIGHT-OF-WAY l CU. FT. (2000PSI) CONC. THRUST BLOCKS. WRAP PIPES WITH to MIL TAPE. 3. CONSTRUCT 2' HIGH RETAINING WALL ON 3 SIDES OF BACKFLOW PREVENTER WHEN INSTALLED ON A 4:1 OR GREATER SLOPE. OPEN END SHALL BE AT COMPACT SUB-GRADE TO 90% PRIOR TO POUR DOWNHill. SID OF SLOPE. PROVIDE 2' HORIZONTAL CLEARANCE BETWEEN WALL AND BACKFLOW PREVENTER. 4. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. 5. INSTALL PER C.M,W.O. STANDARD DRAWING W-20. 6. CITY BACKFLOW SPECIALIST MUST APPROVE INSTALLATION. CALL (760) 438 2722 EXT. 7152. R.P. BACKFLOW HOA MAINTAINED AREAS ONLY Flow.Plan DOWNSIZE I F SENSORTEE • FLOW SENSOR WlRES -#14 AWG BLACK AND RED / / #14 BLACK AND RED WIRE -MAX 2000' I DISTANCE / I ,-1" PVC CONDUIT TO CONTROLLER (EPOXY ALL I / / ENDPOINTS TO WATERPROOF) HEAT BRAND "FS" NOTE: MAINLINE MUST BE DOWNSIZED TO SIZE OF FLOW SENSOR TEE BETWEEN MASTER VALVE AND FLOW SENSOR AND AFTER FLOW SENSOR. DISTANCES ARE SHOWN ABOVE. MASTER VALVE/FLOW SENSOR HOA MAINTAINED AREAS ONLY Gate.Rec ~----ePURPLE,BOLTLOCKABLE PLASTIC CIRCULAR VALVE BOX -MARKED 'GV' T. CHRISTY PURPLE RECLAIMED WATER TAG BRASS GATE VALVE, SEE LEGEND FOR TYPE ,---.. 3/4 CU.FT. CRUSHED ROUNDED GRAVEL.· 12" DEEP MIN. ~--.. 8" DIA CLASS 200 PVC PIPE EXTENSION -LENGTH AS NEEDED ~Ir,,-.,.,.,-..... BRICK STABILIZER ,---e COMPACTED SUB-GRADE GATE VALVE HOA MAINTAINED AREAS ONLY easket.Flanged.Roc ~-----< T.CHRISTYPURPLE RECLAIMED WATER TAG ""r-___, PURPLE, BOLT LOCKING VALVE BOX WITH EXTENSIONS -MARK 'BS' r-":::::;;L__, FLANGED STAINLESS STEEL BASKETSTRAINER WITH 60 MESH STAINLESS STEEL '------SCH. 60 PVC T.O.E. NIPPLE -TWO REQ'D If' COMMON BRICK SUPPORT (FOUR REQ'D) _ Q, _ ·•, 12" MIN. DEPTH OF 314" -;;;. =1 ~7Ti ClllllfflJ--_ CRUSHED GRAVEL ---------. 90% COMPACTED SUBGRADE FLANGED BASKET STRAINER HOA MAINTAINED AREAS ONLY ALL Ht;ADS TO !IE INSTALLED WITH RECLAIMED WATER CAPS IF USED WITH RECLAIMED WATER ,,----<>10" BOLT LOCKING PURPLE PLASTIC CIRCULAR VALVE BOX -CARSON 910 -3B (HEAT BRAND ''PR") '--__.ADJUST PRESSURE SEffiNG PER POINT OF CONNECTION NOTE IL,------<I PRESSURE REGULATOR - SEE LEGEND ,.---SCH. 80 PVC THREAD ONE END NIPPLE (T.O.E.) TWO REQUIRED ---e BRJCI( STABILIZER (FOUR REQUIRED) 1-41---e 1 CU. FT. 3/4" CRUSHED GRAVEL PRESSURE REGULATOR HOMEOWNER MAINTAINED AREAS ONLY ThruatBlk WATER PIPE AND FITTING CONCRETE THRUST BLOCKTO BE POUR IN PLACE TYPE 5 CONC. PIPE TRENCH UNDISTURBED SOIL CONTRACTOR SHALL FOLLOW PIPE MANUFACTURER'S RECOMMENDATIONS FOR SIZING OF THRUST BLOCKS THE CONTRACTOR SHAL PLACE Al-ff ADDITIONAL THRUST BLOCKS WHERE NECESSARY TO PROTECT FITTINGS FROM PRESSURE OR FLOW SURGE THRUST BLOCKS HOA MAINTAINED AREAS ONLY -'lli•t:-:~----oWALL ~---<1 AUTOMATIC CONTROLLER MOUNTED .,,,,.,..,,,,. INDOORS. POWER TO BE PROVIDED FROM BUILDING AND CONDUIT INSTALLED PER LOCAL ELEC. CODES IIIJl.l-1+-----JUNCTION BOX FOR 117VAC ELECTICAL CONNECTIONS ~---•314•p.v.c. CONDUITWITH ---------VALVE WIRES ~--~ STRUCTURE FOOTING /I ALL PVC ABOVE GRADE SHALL -BE WR PVC SCH. 40 FINISH GRADE ~------24 VOLT CONTROL WIRES TO ELECTRIC VALVES CONTROLLER -INDOOR WALL MOUNT HOMEOWNER MAINTAINED AREAS ONLY Cont.Top FINISH GRADE lllia'. 111111~~11,111:: '-~ 1 7VA -CON FLOW SENSING WIRE CONDUIT ~------HUNTER SG-MC SENSOR GUARD ENCLOSURE ~--■ AUTOMATIC CONTROLLER STAINLESS STEEL ENCLOSURE -SEE CONTROLLER NOTE FOR SPECIFICATIONS / ~---■ ON/OFF• GFI SWITCH PER CODE / I EPOXY SEALANT AROUND / EDGES 1 , --•6QMlN. THICKF'OUR~OCONC.SASEAS I I REQUIRED BY MANUFACTURER'S I I SPECIFICATIONS ·-4+--;'-' 1 ~SLOPE TO DRAIN PEDESTAL I / FOUNDATION 1 , ~ 5/8" X 96" COPPER CLAD F&-d-__ ---1,-N GROUND ROD~ ATTACH TO CONTROLLER CABINET ---e 3" PVC LONG SWEEP Ell __. DIRECT BURIAL CONTROL WIRE TO CONTROL VALVES ---• 117 VOLT, 60 CYCLE POWER .... ....___ .......... ...._ WIRES IN CONDUIT ~---◄ FOUR (4) 1-1/2" SCH.40 PVC CONDUIT FOR SENSOR WIRES CONTROLLER • TOP LIFT HOA MAINTAINED AREAS ONLY Valve.Rec.Union #4REBAR STABAUZER f±='.::=3----~ ·------•SHRUBADAPTERWITHROTOR :-Cl 1i'111'i j SRASS UNION PURPLE PVC MAINLINE FINISHED GRADE_-+.,,;:.: COMPACTED SUB-GRADE AUTOMATIC VALVE HOA MAINTAINED AREAS ONLY BURY TO 18" !::, MIN.DEPTH NOZZLE -REFER TO LEGEND FOR SPECIFICATIONS ----___. ALL HEADS TO BE SET 6" CLEAR FROM ALL STRUCTURES STAINLESS ■---+-,9c;L_l~~~~:r_-_-.:T-CHRISTY WATER STICKER IF USED WITH STEEL HOSE 1, RECLAIMED WATER SOURCE CLAMPS KBI (OR EQUAL) IN-LINE ADV AS NECESSARY (2 REQ'D) -->-----1---■SCH. 80 PVC RISER SCH. 40 PVC ELL MARLEX STREET ELL, TYP. SCH. 80 PVC NIPPLE I ■PVC LATERAL LINE -SIZE AS NOTED ON PLAN ,---■ SCH. 80 PVC NIPPLE 1 -oMARLEX STREET ELL SCH. 40 PVC SxSxT TEE OR ELBOW ROTOR ON RISER HOA MAINTAINED AREAS ONLY "AS BUILT" L.---------< SHRUB ADAPTER WITH SPRAY NOZZLE -REFER TO LEGEND FOR SPECIFICATIONS _a•_ ---~-+--■ALLSPRAYHEADSTOBESET6" CLEAR FROM ALL STRUCTURES t-~--+-➔T CHRISTY WATER STICKER IF USED WITH RECLAIMED WATER SOURCE r"'/~--J.----1---➔KBI (OR EQUAL) IN-LINE ADV AS NECESSARY ~+----+--oSCH. 80 PVC RISER 0,,__--;::=:::'..._·----~-■SCH. 40 PVC ELL m MARLEX STREET ELL, TYP. ~--➔SCH. 80 PVC NIPPLE / NOTED ON PLAN / Ge LATERAL LINE -SIZE AS SCH. 80 PVC NIPPLE / 1 .. MARLEX STREET ELL 1 •SCH.40PVCSxSxTTEE OR ELBOW SPRAY ON RISER HOA MAINTAINED AREAS ONLY ---- COMPACTED SUB-GRADE ~--~ PURPLE, BOI. T LOCKING PLASTIC CIRCULAR VALVE BOX-CARSON 910 HEAT BRANDED "QCV" QUICK COUPLER VALVE, SEE LEGEND FOR TYPE. -----T -CHRISTY'S PURPLE RECYCLED WATER TAG ---◄BRASS NIPPLE, LENGTH AS REQ. \'I--~~ · ◄ 12" MIN. DEPTH OF 3/4" CRUSHED GRAVEL --~BRASS ELBOW 'lf-----◄ BRASS STREET ELL, TYP. BRICK STABILIZER BRASS NIPPLE, 6" MIN. LENGTH -.. PVC SCH. 40 TEE OR ELL PVC MAINLINE, DEPTH AS REO. • 36" MIN. LENGTH #4 REBAR NOTE: QUICK COUPLER VALVE STABLIZERS ATTACH W/ TWO SHALL BE OF A TYPE APPROVED STAINLESS STEEL STRAPS FOR RECYCLED WATER USE QUICK COUPLER HOA MAINT AINFn Ar:1FA!=t nNI V WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSUL nNG 1750 East /Js8lo Avenl19, Santa Ana, CA 92705 (949) 553-3190 (949) 752-0769 FAX l----f---+----------+---+----+----1--l I SlHEgIT I CITY OF CARLSBAD I S2HEETS1 I ITT~~~~i,iii~P~lAN~~N=IN=G=DE=P.=!4=R=TM=E=N=T===::::'..'::::=== LA COSTA GREENS NEIGHBORHOOD 1.09 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS A i----+---+----------f----+--+--+--~~~~=-===----l/-lt/-01/ ~;;-;;;:;;;:;:;;--;;;;;----------------1---+---+------------------+----f----f---+--~ ~A::::-.S::::-.S::::-.I_S:::_TA:::_N:::_T~;;;P_,=lA_.';;N~N_'::I_N:::G_:;~D::IR":E":C:::TO::::R:::::=====::::;--;:::":D::A":T::E=~ I REVIEWED BY: ' OWN BY: /RR TtAM PROJECT NO. DRAWING ND. DATE CHKD BY: /RR TtAM CT 02-22 406-7L RVWD BY: /RR TtAM INSPECTOR DATE DATE: INlnAL E:NGINEER OF WOR REVISION DESCRIPTION DATE: INITIAL DATE INITIAL OTHE:R APPROVAL CITY APPROVAL \ SCOPE Fumish all materials, equipment, services, supervision, transportation and labor necessary to perform all Irrigation work complete Including the following: Drawings and Specifications, Service Manuals, Record Drawings, Loose Equipment, Guarantee, Materials and Installation. 1, DRAWINGS AND SPECIFICATIONS: A. The intent of the Drawings and Speclflcatlons Is to indicate and specify a complete and efficient irrigation system ready for use In accordance with the manufacturnr's recommendations and meeting with the approval of the Landscape Architect without further cost of labor and material to the owner. B. Plot dimensions are approximate. Before proceeding with any work the Contractor shall carefully check and verify all dimensions and shall report any variations to the Owner. C. Due to the scale of the Drawings, rt is not possible to indicate all offsets, fittings, etc, which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all the work. and plan the 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 installed in the most direct and workmanlike manner, so that conflicts between irrigation systems, planting and architectural features will be avoided. 2. SERVICE MANUALS Contractor shall furnish two (2) service manuals to the owner. Manuals may be loose leaf and shall contain complete drawings of all equipment installed showing components and catalog numbers together with tl1e manufacturefs name and address. Additional sheets shall cover operation instructions simple enough to be understood without special□ized knowledge. 3. RECORD DRAWINGS Contractor shall procure from the Owner a sepia mylar of the irrigation layout and mark the exact "as built" arrangement Including locations of all equipment installed. Locations shall be shown by the triangular system of measurements from easily identified permanent features such as irrigation heads, buildings and walks. The "as built• drawings shall be drafted employing a competent draftsman. After final inspection and before final payment, the mylar shall be delivered to tl1e OWner. The Plan Preparer must also prepare "as built" set for city approval. 4. LOOSE EQUIPMENT Loose irrigation equipment, operating keys and spare parts will be furnished by the Contractor in quantities as shown on plans or In specifications. 5. GUARANTEE A. The entire irrigation system shall be uncondltlonalfy guaranteed by tl1e Contractor as to material and workmanship, Including settling of backfilled areas below grade for a period of one (1) year following the date of final acceptance of the work. B. If, within one year from the date of completion, settlement occurs, and adjustments in pipes, valves and irrigation heads or paving Is necessary to bring the system paving to the proper level of the permanent grades, tl1e Contraclor, as part of the work under his Contract, shall make all adjustments without extra cost to the Owner, including the restoration of all damaged planting, paving or other improvements of any kind. C. Should any operational difficulties In connection with the irrigation system develop within the specified guarantee period which in the opinion of the Owner may be due to inferior material and/or workmanship. said difficulties shall be immediately corrected by the Contractor to the satisfaction of the Owner at no additional cost to the Owner, including any and all other damage catJsed by such defects. 6. WATER MANAGEMENT A. The irrigation system shall be Installed with the focus of water conservation -achieving maximum plant health and aesthetic while minimizing water consumption, 8. There shall be no overspray onto walks, buildings. walls, streets, or as directed by the owne~s authorized representative. C. The contractor shall notify the irrigation designer 48 hours prior to finish of the irrigation system for a coverage walk~through. Contractor shall take all responsibility for improper system coverage should the irrigation designer not be notified prior to plant installation. D. Prior to official turnover of the maintenance contract, the contractor shall contract a certified water auditor to perform a water distribution test In all turf areas. Copies of test data shall be delivered to the Owner and the Landscape Architect. 7. MATERIALS A. Pipe and Fittings (1) Brass Brass pipe shall be IPS standard weight 85% Red Brass. Fittings shall be with standard 125-pound cast bronze threaded fittings. (2) PVC Conduit Pipe tl1at is used for control wires shall be PVC conduit Schedule A, Type 2110. All wires under paving shall be installed in PVC conduit. (3) PVC High Impact Pipe -Cell Class 124548 (PVC Schedule 40 & 80) a. Pipe shall conform to ASTM Standard D1785 Cell Class 124548 and ASTM D2241 b. Pipe shall be marked at intervals not to exceed 5' with the following Information: Manufacture~• name, nominal pipe size, PVC type and cell class (I.e., 12454B), schedule, NSF approval. c. PVC Schedule 40 shall not be threaded. d. Fittings shall be PVC Schedule 40, ASTM D-1784, 2466, Cell Class 124548, NSF approved. (4) PVC Pressure Rated Pipe· Cell Class 124548 (PVC Class, 200, & 315 and PVC Schedule 40) a. Pipe shall conform to ASTM Standard D1785 Cell Class 124548 and ASTM D-2241 b. Pipe shall be marked at Intervals not to exceed 5' with the following information: Manufacturers name, nominal pipe size, PVC type and cell class (i.e .. 124548), schedule, NSF approval. c. PVC Schedule 40 shall not be threaded. d. Fittings shall be PVC Schedule 40, ASTM D-1784, 2466, Cell Class 124548, NSF approved. e. Solvent shall be 2721 series I PS-Weld on low volatile blue glue witl1 P6B,70 primer or approved equal. Glue and primer as manfuactured by IPS Weld-on, Gardena, California or approved equal. f. Caution shall be utilized In handling Type I pipe due to the possibility of cracking or of splitting when dropped or handled carelessly. g. When connection Is plastic to metal, male adapters shall be used. The male adapter shall be hand tightened, plus one tum with a strap wrench. Joint compound shall be Permatex Type I I. (6) Gaskel Seal PVC Pipe -Not applicable (7) On-Grade PVC Pipe -Not applicable B. Sprinkler Heads Sprinkler heads shall be as shown on plan C. Valves (1) Remote Control Valves• Electric remote control valves shall be as shown on plan (2) Gate Valves -Approved gate valves shall be Watts WGV-X with (3) Quick Coupling Valves Quick coupling valves shall be as indicated on Plan and shall be installed In a 6"-8" diameter valve box. Alternate material may be submitted for approval. All quick coupling valve keys and hose swivels shall be of same manufacturer as the quick couplers. Quick couplers shall be lockable D. Automatic Controllers Automatic controllers shall be as shown on Plans and Details. E. Stainless Steel Wa!l Mount Plate: Stalnless Steel Wall Mount Plates and hardware used In installation of the enclosure shall be manufactured with 100% Stainless steel. Enclosure shall be as shown on Plans and Details. F. Control Wire for RCV's All wiring to be used for connecting the automatic controller to the electrlcal solenoid actuated by remote control valve shall be Type UF-600V,solid copper, PVC insulation, single conductor, UL approved underground feeder cable. Each pilot or "hot" wire shall be color coded with the common wire being white with stripe matching color of lead wire. Minimum 14 gauge. G. Valve Boxes All remote control valves, gate valves, quick couplers, pressure regulators, and pressure relief valves shall be Installed In green valve boxes as shown in details, complete with locking covers. All shall be CARSON or approved equal, and shall be marked "RCV" with station numbers for control valves, "GV". "QCV", "PRV", "PR" respectively heat branded in 1" high letters on valve cover by Contractor. H. Backflow Prevention Units The backflow prevention units shall be as shown on Plans and Details. INSTALLATION A. Trenching (1) Excavation shall be open vertical construction sufflclenfly wide to provide free working space around the work Installed and to provide ample space ror backfilling and compacting. (2) Trenches for pipe shall be cut to required grade lines and trench bottom shell be compacted to provide an accurate grade and uniform bearing for the full length of the line. (3) When two (2) pipes are to be placed in the same trench, a 6" space shall be maintained between pipes. (4) Low voltage control wires shall be burled under the mainline as shown on the plans. B. Backfilling (1) Backfill material shall be approved soil. Unsuitable material including clods end rocks ovar 1" In size shall be removed from ttie premises and disposed of legally at no cost to the Owner. (2) All backfilling shall be done carefully and shall be properly compacted. All trenches at toe of slope conditions shall be Inspected by the project soils engineer for proper compaction. (3) Depth of trenches shall be sufficient to provide a minimum cover above the top of the pipe as follows: 12" over PVC non-pressure lateral lines 18" over PVC non-pressure lateral lines for rotor system 18" over PVC main under pressure for pipe 211 and under 24" over PVC main under pressure for 2 1 /2" and over C. PVC Pipe ( 1) PVC pipe shall be Installed In • manner which will provide for expansion and contraction as recommended by the pipe manufacturer. (2) All plastic to metal joints shall be made with plastic male adapters. (3) The joints shall be allowed to set at least 24 hours. or as recommended by the solvent manufacturer before pressure is applied to the system on PVC pipe. ( 4) After all new irrigation piping and risers are In place end connected, all necessary work has been completed and prior to the lnstellatlon of irrigation heads, control vatves shall be opened and a full head of water used to flush out the system. After the system is thoroughly flushed, risers shall be capped off and the system pressure tested. (5) Irrigation lines shall be tested in place before backfilling for a period of not less tl1an one (1) hour for potable or four (4) hours forrecycled water, and shall show no leakage or loss of pressure. During the lest period, minimum test pressure at the highest point of lhe section being tested, shall be 125 pounds per square inch. (6) At the conclusion of the pressure test, the head shall be Installed and tested for operation in accordance with design requirements under normal operating pressure. Contractor shall verify head pressures with pitot tube and adjust control valves to correspond with design pressure. City inspector must observe and approve pressure test prior to backfilling. D. Sprinklers ( 1) All n02Zles on stationary pop-up sprinklers shall be tightened after Installation. all sprinklers having an adjustment stem shall be adjusted on the lateral line for the proper radlus as to avold overspray onto, but not limited to, walkways, walls, fences, roadways, or as directed by the owner's authorized representative. (2) Sprinkler heads and risers shall be installed according lo details. (3) All sprinkler heads with a 112" or 314" inlets shall utilize Mariex street ells In the swing Joint assemblies. All sprinklers wHh 1" or larger shall utilize Sch. 40 street ells. All threaded Sch. 40 connections shall be wrapped with teflon tape. E. Valves ( 1) Remote control valves shall be adjusted so that the most remote Irrigation heads operate at the pressure recommended by the haad manufacturer shown on the plan. Remote control valves shall be adjusted so the maximum uniformity and distribution of water is applied by the irrigation heads to the planting areas for each Individual valve system. (2) Valves shall be the full size of the line in which they are installed unless otherwise Indicated. (3) Quick coupling valves shall be set approximately 12" from walks, curbs, headerboards, or paved areas where applicable. All Quick coupling valves shall be placed in shrub planter beds, where possible. All valves shall be placed in 6" -8" round valve boxes as manufactured by Garson, or approved equal. F. Valve Boxes (1) Valve boxes shall be set one Inch (1") above the designated flnlsh grade In lawn areas and two Inches (2") above finish grade In ground cover areas. (2) Valve boxes installed near walks, curbs, headerboards, and paving shall abut those Items. The top surface shall be flush with items listed above. G. Automatic Controller Location and Installation (1) The automatic controller shall be Installed at the approximate location shown on the plan. (2) All local and other applicable codes shall take precedence In connecting the 117 VAC electrical service to th& controller. Owner shall provide power to controller. Contractor shall complete hook-up to controller. (3) There shall be adequate coverage of earth (18" minimum) over the 24 volt control wire. Install wire in trench and tape to mainlines on bottom of pipe at 10-foot intervals. (4) Controller shall be properiy grounded with a 518" x 913" copper clad ground rod and brass ground rod clamp. H. Control Wire (1) All electrical equipment and wiring shall comply with local and state codes and be Installed by those skilled and licensed In the trade. (2) Connecting and splicing of low voltage wire at the valves or In the field shall be made using a 3M water tight connector or equal. I. Backflow Prevention Units The backflow prevention units shall be installed as shown on Plans and Details. K. Inspection by Carlsbad Planning Dept. Inspector. Contractor shall notify the Inspector 48 Hours piror to mainline inspection for pressure test. Pressure test shall consist of testing mainline to 125 lbs for one (1) hour for potable or four (4) hours for recycled water. Test shall be compleled with the city inspector present. Contraclor shall coordinate all other work to be Inspected with inspector. 9. PREVENTATIVE MAINTENANCE FOR CONTROLLERS Depending on the severity of the environment, the below procedures shall be followed two (2) to six (6) times a year, with particular attention to discourage spiders, ants, snails, slugs, bugs, rodents, or insects of any kind from access lo controller. A. Use a Scotch 1619 electrical contact cleaner or equal; spray all knobs; operate or rotate them to clear any corrosion or debrts which has accumulated. Any non-oil base electrical contact cleaner Is sufficient. Do not use a WD-40 type cleaner. B. Spray and/or clean behind face plate or panel, removing all insects, dust, dirt, etc. C. Use a pest strip or insecticide to keep out spiders, ants, bugs, etc. D. Use a rodent chemical In the pedestal to keep out mice, etc. E. Seal off any exterior openings where insects, snails, slugs, bugs, or moisture can enter th& controller cabinet. Where valve wires enter the cabinet, the use of a silicone-type gel is an excellent method of preventing pests from entering and helps keep moisture out. F. Use slug and snail bait around lhe outside of the pedestal. G. Make sure weather stripping inside cabinet door is tight to prevent leakage into the controller from Irrigation overspray or rain. Replace as needed. H. Prevent dust, dirt, and water overspray from getting Into controllers during and after construction by keeping the door closed at an t[mes except when programming a unit. shal I. Inspect the valve wires which are attached to tl1e terminal strip Inside controner to be sure they are snug and properly marked. lrrlg J, Controllers should be operated and visually inspected at least once a week. K. Controllers and valves should be operated once per week even in winter for just a few seconds to keep cooosion from bullding up on the contacts or wafer switches and to keep valve parts moving freely. COUNTY OF SAN DIEGO -DEPARTMENT OF ENVIRONMENTAL HEALTH RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND F'OTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIF'AL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPER PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FORM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION. IS STRICn Y PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHALL BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NO PIPE CENTER LINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE SHALL BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY WITH THE BASIC CONCEPTS OF BLACKFLOWICORSS-CONNECTION PROTECTION. THE RECYCLED PURVEYOUR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCKLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT AND I OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. IN CASE OF EMERGENCY CONTACT _MIKE LOMBARDI_ AT (760) 505 5644 OR AFTER HOURS, CONTACT _MIKE LOMBARDI_AT (760) 505 5644 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR THE IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APF'ROVED METHODS. GENERAL NOTES 1. ALL MAIN LINE AND LATERAL LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN AND LATERAL LINE SLEEVES SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. 2. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 3. INSTALL ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE R.P. BACKFLOW PREVENTOR AS PER LOCAL CODES. 4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND BASKET STRAINER OR THE R.P. BACKFLOW SHALL BE APPROVED BY THE CARLSBAD BACKFLOW SPECIALIST, THE DEVELOPER AND THE LANDSCAPE IRRIGATION DESIGNER PRIOR TO INSTALLATION. 5. 117 VAC ELECTRICAL POWER SOURCE AND PHONE SERVICE AT CONTROLLER LOCATION SHALL BE PROVIDED BY MORROW DEVELOPMENT. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE AND PHONE DROP TO THE CONTROLLER. 6. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. 8. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. 9. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY THEIR WORK. WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALL, UNDER ROADWAYS AND PAVING, ETC. 10. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE AS SHOWN ON THE RESPECTIVE POINT OF CONNECTION NOTES. CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCES 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. 11. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 12. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLEO AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 13. THE IRRIGATION CONTRACTOR SHALL INSTALL KBI SERIES ADV'S (ANTI DRAIN VALVES) ON ALL HEADS IN AREAS WHERE FINISH GRADE EXCEEDl? 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION HEAD OCCURS OR AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 14. THE CONTRACTOR SHALL PROVIDE REDUCED PCS· PRESSURE COMPENSATION SCREENS ( PER ATTACHED LEGEND) AS NECESSARY TO ELIMINATE OVERSPRAY ONTO STREETS, WALKS OR OTHER AREAS AS DIRECT!cD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 15. REFER TO THE IRRIGATION SPECIFICATIONS AND THE RULES AND REGULATIONS FOR NON-DOMESTIC WATER SERVICE BY THE SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH OR CARLSBAD MUNICIPAL WATER DISTRICT (CMWD). 16. INSTALL POP UPS WITHIN 10 FEET OF ALL PEDESTRIAN USE AREA. 17. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. . . .. ,' .'c ,"i. , '.t• • ,.,.,, <.. WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSUL TING 175() East Deere A,...., Santa Ana, CA 92705 (949) 553-3190 (949) 752-0789 FAX t----+--t-----------t---f---+---t---1 ~ CITY OF CARLSBAD I S2HEET.1S I ~ PLANNING DEPARTMENT --------------,,-A_S_B..:.,~_I_L_T_" ---t===1===t==================~1====t==~t==t==I IKKll.,rio.-.. LA CQSTA,GREENS APPROVED FOR PLANTING NEIGHBORHOOD 1.09 AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS DATE Af, t?OV~ 4-lt/-<Y-/ r-;;;;:;;;::;;;;;;--;;;;:----------------t----+---J------------------+---+--+--+---1 ASSISTANT PLANNING DIRECTOR DATE 1 REVIEWED 8~ ~;;=;==;;~;;;~:-;:::========:;-;::,..::...=..=..=....'.::.:..=..=..=~ OWN BY: /RR TEAM PROJECT NO. DRAWING NO. ~:: ~~ :zz ;:~ CT 02-22 406-7L DATE INITIAL DATE INITIAL DATE: INITIAL INSPECTOR DATE EJ/GINE:E:R OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECIS'E LOCATION OF PLANTING AREAS "AS BUILT" DATE POTABLE METER STATISTIC WATER METER STATISTIC METER #D7 METER SIZE: HYDAULIC GRADE LINE: ELEVATION OF METER: OVERALL MAX FLOW: PRESSURE AT METER: PRESSURE REQUIREMENT: 2 IN. 510 FT. 260 FT. 43GPM 108PSI 70PSI IRRIGAilON PRESSURE CALCULAilON TABLE 07 Size 2" 2600' 510.0' 108.3 psi Water Meter No. Elevation of Meter Hydraulic Gradlant Static Pressure Source of Information Phone Number DEXTER WILSON ENGINEERING (760) 438-4422 6112/2003 Date of Information Basis for Calculation Longest Run/Highest Elevation/Highest Flow Remote Control Valve Demand 021 Size 1" 43GPM --'-- Elevation of Highest head Elevation of R.C.V Pressure at R.C.V. 248.0' 240.0' 82 psi QTY. 1 1 1 1800' ~ ITEM 2" Water Meter 2" Backflow Prev. 2" Wye Strainer 2.5" Gate Valves 1.5" Master Valve 1.25" Flow Sensor 2.5" Mainline Mainline 1" Aulomatic Control Valve Lateral Line Loss Lateral Line Loss Lateral Line Loss Lateral Line Loss Fittings Loss ( 1 0%) Elevation Change Total System Losses Pressure Required to operate head Total Pressure Required Lowest Static Pressure Available Pre-set Regulated Pressure Residual Pressure at preset pressure PSI LOSS 100 12.00 3.00 0.02 1.00 1.00 10.80 2.50 4.00 3.53 -5.2 34 psi 30 psi 84psl 108 psi 70.0 psi 6.4 psi CONTROLLER 'D' (016-00) CONTROLLER TO BE A RAINMASTER DX-2 RADIO, CENTRAL SATELLITE. CONTROLLER SHALL BE INSTALLED IN A STRONGBOX TOP OPENING ENCLOSURE ASSEMBLY MANUFACTURED BY HYDROSCAPE PRODUCTS. MODEL NUMBER: FOR CONTROLLER 'D" HS16-SDX-36/HSEV-RADIO/HSDX-RF/HSEV-ANT-FO-KITIHSDX-03/HSEV-GNDIHSFS-125B SEE POINT OF CONNECTION FOR ANY ADDITIONAL EQUIPMENT TO BE UTILIZED BY CONTROLLER. 117 VAC POWER TO BE SUPPLIED BY MERCHANT BUILDER. LANDSCAPE CONTRACTOR SHALL MAKE FINAL CONNECTION. LOCATION OF CONTROLLER SHALL BE SHOWN ON PLANS AND SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ALL IRRIGATION HEADS NEAR CONTROLLER SHALL BE MOVED AND THROTTLED TO ELIMINATE OVERSPRAY ONTO THE CONTROLLER ENCLOSURE. POINT OF CONNECTION #D7 POTABLE WATER SOURCE MERCHANT BUILDER SHALL FURNISH AND CARLSBAD MUNICIPAL WATER DISTRICT TO INSTALL A 2" WATER METER WHERE SHOWN ANO LABELED ON THIS PLAN. SERVICE LINE SHALL BE CONSIDERED EXISTING PER THE STREET IMPROVEMENT PLANS. INSTALL A LINE SIZE GATE VALVE, R.P. BACKFLOW DEVICE, MASTER VALVE, FLOW SENSOR, QUICK COUPLER, ANO AIR RELIEF VALVE PER PLANS AND DETAILS. SLEEVE ALL PIPES AND WIRES UNDER HARDSCAPE AND PAVING PER LEGEND AND DETAILS. ALL MAINLINE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMITIC ONLY. INSTALL PIPING IN PLANTING AREAS ONLY. ALL VALVE BOXES TO BE LOCATED IN SHRUB AREAS. ALL WIRES FROM FLOW SENSOR TO THE CONTROLLER TO BE EV-CAB-COM AND SHALL BE SLEEVED IN A 1-114" DIA PVC CONDUIT. ' '_ ' ' '' , . '.-: ·,, ,,)?,,'·f;,.,'_ ,,, '.' ~, .:· //jC~'.''. ,,'<' ;,. WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSUL TING 1750 East Deere Avenue, Santa Ana, CA 92705 (949) 553-3190 (949) 752-0769 FAX ~ CITY OF CARLSBAD I SHEETS I ~=====:====~================================~=====:====~====~====~ ~ PLANNING DEPARTMENT 21 11.LVl't r1..:l1o.l""'. .,,, IJ.Vl .. f"UK: LA COSTA GREENS NEIGHBORHOOD 1.09 A,r, vio_v~ L/-lt/-q'/. r,:;;-::;;;,:;::::;:;-;;:;---------------;_ __ -J.. __ ..j_. _______________ --J-__ -1---.J..---J..--~ .__A:::SS:::/:::ST,=i\=N=T :::;P~lA:::;N::N/::N=,G;--D;::IR:::~:::C:::TO:::R======:-;:=-:::D_:::A_:::T_E::_=-=-:::::: REVIEWED BY: , , DWN BY: /RR TEAM DATE: INITIAL DATE INITIAL INSPECTOR DATE ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL DATE INmAL CJ7Y APPROVAL CHKD BY: /RR TEAM RVWD BY: /RR TEAM PROJECT NO. DRAWING NO. CT02-22 406-7L