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HomeMy WebLinkAboutDWG 406-6L; CT 02-23; LA COSTA GREENS NEIGHBORHOOD 1.08; 01-24B ' ; ' I I V I C I N I T Y M AP LOCATION M AP CITY OF ENCINITAS !r";1ti 1jl/l /l/i /i/1 P/ I !/1'1 I/ii ft,/ I ,, 1 /111' /J /,;1 ,l///./11 /11~!1 I I: I il }' / J,1/ l, II/ l l /;I ,, I th ' I 11/ f ! /! '1/'' //,11/ ti'/!; ,.;,! t' ! !// f/,t If/(/ /'! t; !iY l / /tf· .// , '/ , f!l; r :'/? / If/ i 1 iii .. I /1/J/ //!// /* fil J r,i .1 t 1.1I ,n i // j /1, , I !J1. 1ri Ii? f I l,1/ [1fi-l i!ft 1{1?! 1!1/r /;r/1' '/ I i I.I/ , 11 i I t I u 111 11;; I I i1"J: , ·I. 1/ i IJ' I I l;I I I ll ' /i_··L In :--. -i,,,f.,,.,,:-,. '""':'.''"•~-~ .. -- , ~_.::?-;~f~;:::~::::~~;::_ .. ~ -. ~ ;.:"<•:.":. G E N E R A L N 0 T E S: HARD SCAPE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS 1. CONTRACTOR TO REVIEW CONSTRUCTION PLANS AND GRADING PLANS THOROUGHLY PRIOR TO BEGINNING WORK PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE 2. CONTRACTOR TO CONTACT CITY INSPECTOR AT (760) 602-4603 & LANDSCAPE ARCHITECT PRIOR TO START OF CONSTRUCTION DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS FOR PRE JOB MEETING, ALLOW 48 HOURS LEAD TIME, CONTACT ANDY BOWDEN (949) 250-4822. AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 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. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND 4. CONTRACTOR SHALL NOT MAKE FIELD CHANGES TO PLANS UNLESS AlJTHORIZED BY THE LANDSCAPE ARCHITECT AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY CITY INSPECTOR UNAUTHORIZED CHANGES SHALL BE CORRECTED TO CONFORM TO THE PLANS AT NO ADDITIONAL COST TO AND DOES NOT RELIEVE ME, AS RESPONSIBILITIES FOR PROJECT DESIGN, THE OWNER OR LANDSCAPE ARCHITECT. 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND SERVICES PRIOR TO ANY DIGGING, THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLANS, WATER CONSERVATION PLAN, 6. CONTRACTOR SHALL PULL ALL NECESSARY PERMITS NEEDED TO COMPLETE THE JOB. FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPE LAN~NG. /JJ,,. DATE: ~/£~~ 1. CONTRACTOR SHALL SUBMIT PHOTOGRAPHS OF ALL TREE MATERIAL PRIOR TO INSTALLATION FOR REVIEW. BID GROW WEST BY: "' C!4L._ -- WHOLESALE NURSERY TREE PRICES CONTACT RUSS KELLY (800)564-7825. 2. CONTRACTOR IS TO SPOT ALL PLANT MATERIAL, AND HAVE LANDSCAPE ARCHITECT APPROVE SPOTTING PRIOR TO THE EXCAVATION OF ANY <<''c•~· .,. · <, ,,,,·>,,;;," <.:<>~.'< PLANT PIT. ALLOW 48 HOURS LEAD TIME. ANY TREE, SHRUB, OR VINE THAT IS PLANTED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE '· ', '¾" , .. '''"' ,,.,,,•,•,, ARCHITECT MAY BE MOVED AT THE CONTRACTOR'S EXPENSE. '<::~~(~~~~ '<:,;~~~·~>, '~~;}~~-3. REMOVE STAKES AND TRELLIS FROM ALL ESPALIERS AND VINES, AND ATTACH TO WALLS, PILASTERS, ETC ... AS LOCATED ON PLANS, 'c:::2;~~,, '·<:::::~,::-. -~-,-~~~:;,4, ALL TREES LOCATED WITHIN FIVE (5) FEET OF ANY HARDSCAPE, CURBS, BUILDINGS, WALLS, FENCES, OR UTILITIES SHALL BE PLANTED WITH ROOT ">;:~Sc,:,. '<0,;:~:,0. •-~<i~ . ..SARRIER DEVICES AS NOTED ON PLANS. ',,;~;~~ ":.,\~;;;0 ;:_t~~RACTOR TO CONTACT LANDSCAPE ARCHITECT FOR A FINAL.ON-SITE REVIEW THEN INSTALLATION IS COMPLETE, AND FOR A FINAL MAINTENANCE -~,~i> •-~~'.:;<!~,, '·, ~Y'f AT THE END OF THE MAINTENANCE PERIOD. ALLOW 48 HOURS LEAD TIME. CONTACT ANDY BOWDEN (949)250-4822. ·,.~,:,C~~. '~·,,~), 6. All,:~ SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATION AS PER THE CITY OF CARLSBAD'S LANDSCAPE MANUAL '-~~::~,. -:::,:~·~" AND's~l;)_!:'!CATIONS AND THESE PLANS. IN CASE OF CONFLICT, THE CITY LANDSCAPE MANUAL SHALL PREVAIL '•·\:'';!',;, ',::;,}~,}> 7. THE DE\te,1~,~ENT WILL NOT BE RELEASED BY THE ENGINEERING INSPECTOR FOR USE OCCUPANCY UNTIL THE PLANTING ON SLOPES HAS GROWN Morrow Development 1903 Wright Place, Suite 180 Carlsbad, CA 92008 (760) 929-2701 LAND CONCERN •,:~::-~•\::, \::,';~:;:_, SUFFICIEN'f~~;Q ESTABLISH EROSION CONTROL. \, \, ~-~\. ',\. ~'-~ \. ·\~:,. '· ,._ \,~ ~ 'I, \, \t,\'' \ ., .',~.,. , \' ,,,•,\., '-'',, ',\:;:: .~\ '."\\ \f,\~, ·~ ~~\~~:\\ '<• \i/'~ '\"\, -,~ '~ \ '!&\ \ '-:l.\, \~\\ 1 \\,, \'\ 2 \\: \ 6 7 8 s H E E ~\~\ ·~1 \~~. ·\,• ., {,, ~ "i\SCRIPTIO ~\1,, . \~ \~'i\ \ ~ "T'rff:,'F SHEET '· \ TR~l GROUNDC~~R, AND VINE PLAN-BASE A SHR~,PLAN-BAS~~, TREE,' '&RouNDCOVE\ AND VINE PLAN-BASE B \\ \\ SHRUB P~AN-BASE B . \ TREE, GROUNDCOVER, AND VINE PLAN-BASE C SHRUB PLAN-BASE C TREE, GROUNDCOVER, AND VINE PLAN-BASED 9 SHRUB PLAN-BASED 10 TREE, GROUNDCOVER, AND VINE PLAN-BASE E REVIEWED T I N D DESCRIPTION 11 SHRUB PLAN-BASE E 12 PLANTING NOTES AND LEGENDS 13 PLANTING DETAILS 14 SPECIFICATIONS 15 IRRIGATION PLAN-BASE A 16 IRRIGATION PLAN-BASE B 17 IRRIGATION PLAN-BASE C 18 IRRIGATION PLAN-BASED 19 IRRIGATION PLAN-BASE E 20 IRRIGATION LEGEND E X • • DESCRIPTION 21 /RR/GA TION DETAILS 22 IRRIGATION DETAILS 23 IRRIGATION SPECIFICATIONS 24 /RR/GA TION METER INFO LANDSCAPE ARCHITBCTURB 1750 East Deere Avenue, Santa Ana, CA 92705 949.250.4822, F 949.752.2469 ~x~-&i I Si£T I CITY OF CARLSBAD I S2£4S I 4-, "J -04-PLANNING DEPARTMENT EGINEERING PLANCHECKER DATE LANDSCAn:. IMPROVEMENT PLAN FOR: "AS BUILT" LA COSTA GREENS APPROVED FOR PLANTING NEIGHBORHOOD 1.08 AND IRRIGATION ONLY, AifJOVE~ INCLUDING PRECISE DATE 4'-17'-ot./ LOCATION OF ASSISTANT PLANNING DIRECTOR DATE REVIEWED BY: DWN BY: PROJECT NO. DRAWING NO. PLANTING AREAS DATE INITIAL DATE INmAL DATE INITIAL CHKD BY: CT02-23 406-6L REVISION DESCRIPTION RVWD BY: INSPECTOR DATE ENGINEER OF WOR, OTHER APPROVAL CITY APPROVAL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I r ."" ' ~ '·>',:., . ·' i., •• APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REVIEWED BY: INSPECTOR "AS BUILT" DATE DATE . . TREE LEGEND . I ABBR BOTANICAL NAME COMMON NAME . . AF Agon/s flexuosa Peppermint Tree AM Arbutus-marina N.C.N EF Eucalyptus flclf'o//a Red Flowering Gum EN Eucalyptus nlcholli Nichol's WI/low-Leafed Peppermint ES Eucalyptus s/deroxylon 'Ro sea' Red Iron Bark KP Koe/reuteria paniculata GoldenRaintree LS Liquidambar s. 'Rotundlloba ., American Sweet Gum ML Me/aleuca 1/narfolla Flax/eafPaperbark MN Mela/euca nesophi/a Pink Melaleuca ME Metrosideros excelsus New Zealand Christmas Tree PC Pinus canariens;s Canary Island Pine PA Platanus acer/fol/a London Planetree PR Platanus racemosa Calif'ornla Sycamore QI Quercus /lex Holly Oak TC Tristan/a conferta Brisbane Box UP Ulmus parvifolla True .Green' True Green Elm [t3lB] KEYMAP \ s C A L E I I I I 0 40 80 LAND CONCERN BASE a LANDSCAPB AxcHITBCTUR8 l---+--+-------------+---l-----1--l----l I S2£T I CITY OF CARLSBAD PLANNING DEPARTMENT DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WOP REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.08 A L/-11./-Q'I ASSISTANT PLANNING DIRECTOR DATE OWN BY: ____ _ PROJECT NO. DRAWING NO. CHKD BY: ___ _ RVWD BY: CT 02-23 06-6 AREAS TO BE INSTALLED BY MASTER DEVELOPER PER DRAWING 397-2L \ \ \ \ \ \ \ \ \ \ \ 1\ \ \ \ \ l I r '7(3 1 . i~)'. ;,{~ . l ~ '"~ ·---- 7. ',J •• '' . ' '" _, REFER TO FIRE SECTION /" F.3-1 AND F.3-2 CITY OF CARLSBAD /, LANDSCAPE MANUAL . / ZONE A-1 1. 08 PROJECT BOUNDARY ZONEA-2 /' ZONE A-3./_. .,...;1--.,'t~~:-.,.~'."'.~-~~ RS 18-1 lA 144,S 64 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" DATE REVIEWED BY: INSPECTOR DATE -11-11-11......_., EF 51-1 3 [}31.a l BASE a s C A 0 40 ABBR. AR AE AC BP CH CG CP cs CD CL DB EM EF FO HH HA LM LS IA LF LI PB Pl PF PV PW RC RB RS RI SG SL l1' L SHRUB LEGEND BOTANICAL NAME COMMON NAME Acacfa "redofens Verde' Verde Ar:acitt Archtostaphyfos 'Emerald Carpe't' Emerald Carpet Manzanita Artemesra califomlca Callfomla Sagebush Baccharls pliularls Coyote Brush Cal1lsndra haematocep_hals Pink Powder Puff Ceanothus g. 'Horfzonta'1s; Carmel Creeper Cistus purpureus Orchid R.ackrose Clstus 'Sunset' Rockrose Cotoneaster dammerl Bearberry Cotoneaster Cotoneaster ,acteus Red C/usterberry Ofetes b/ClJ!or Fortnight Lffy Echium fastuosum Prid~ of Mader/a Escallonla· 'Fradesll' EscaHr>niB Festuca ovina 'Gfliu"ca' Blue Fescue HemerccallfS hybrid ·Day!ffy Heterorrieles arbutffoffi., ToyOll Lantana m. 'C'onfettl' Trailing Lantana Lantana m. 'Spreading Sunshine' Trailing Lantana Lavandufa int6rmeclla Lavender leucophy!!um frutMCens 'Green Cfoud' Texas Ranger 'Green Cloud' Urlope · muSC8rl Phormlum t. 'BronM1 Phormlum .t. 'Jack Spratt'- Photlnia· fraseri l'ittosporum t. 'Vltrlegata' Pittosporum t. 'Wheelerii' Ahamus calffomlca- Rhaphfolep;s i. ·•Baf!erlna' Rhaphfolepfs_l. 'Sprlngtfmt'i' Rhus lntegr!folla Safvla ·greggl Safv/a Leucantha Thevetla peruvfana E I LAND 8fg Blue Lily Turf Bronze Ffax Jack Spratt Dwarf F!l!Jx Photfnia Variegated Pfttospdrum ow.art Plttosporutn CiJffeeber'ry Dwarf India Hawthorn tndfl!I Hawthorn Lemonade Berry Autumn Sage Mexlc.an 13ush Sage YeffDW Oleander KEYMAP BASEd ' CONCERN 80 LANb·scAPB ARCHJT~CTURB TRIANGULAR SPACING 8'0.C. 5'0.C. 4'0.C. 4'O.C. 6'0.C. 6'O.C. 4'O.C. 4'0.C . 6'0.C; 8.'0.C. 4'O.C. 8'0.C. 8'0.C. 12"0.C. 2'0.C. 1010.c. 6'0.C. 6'O.C, 3'0.C, 6'0,t. 2'O,C, 5'0.C. 30"O,C, 8'0.C. 6'0.C, 30"0.C. 10'O.C. 30"O.C. 6'0,C. 10·0.c. 4'0,t. 4'O.C. 8'0,C. ¾/' -~-· BASEe I ' '" 4-IL/p/ ASSISTANT PLANNING DIRECTOR DATE .... -:-:-::::--t-::-,,--,-t---------------+--+---+---+---1 ~o;::.-~ .. ~=-=-=-=-=-=-=--,:;-";:::=::=:::::::;:=:=:::::;--:===-=-===:::; OAT£ INITIAL OAT£ INl77AL OAT£ INITIAL w,. BY: -----1 PROJECT NO. DRAWING NO. ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROV/JL Rc~~vo 8 8~_:---1 CT 02-23 06-6 CITY APPROVAL rn, , . ZONE A-1 ZONE A-2 ,ZONE A-3 REFER TO FIRE SECTION F.3-1 AND F,3-2 CITY OF CARLSBAD LAN DSC APE MAN UAL ,r_,___.. ZONE A-2 . --' -~11---··,. 0~ ., ' --·"'..%"'° ;, ' ," '!<:I~ .Jr . ~-~,. \ . 59 / 744.9 I . -~-"' . •• . ·,J) .,.,\·~""- •¼'' ·• c\::ir ' ;_,fl,) 1 c,;-%"'. \ IA\llit'\¾;l ' Xi;:.,, ,.,,:,;:.;:,-,., . ' ·.~.> , \ - :_'. ''i,•1 \ -: "': ' ,; 1 '!: " ~/~ ')" ~ ., Mi, A· ,.~• ~ 1it'-~'!:icll' "'-. ..1 t ,. ''.f ~ ~ ;;..,.-ry\.,. ', LC .;, ~'J A ~ ➔' -14, :\ •• _j . "~ ?,-':Sr"'~"'.!;f. < ,<) . •. • ' ·F·if_,,.,,,.·-1'"4 . -. i· .. LOI'\ p ,,,_,:c""·"·"°'~ t-··. , I : '• ~•. •' . . \ -. ,._ ... -\' [140.0! ·_v , '. V V. ', 'i/ 'y, . ' '7-VV 'V '1 ti.-,., \_ V <::! V Tu,.l . ;>,-<'-ii" V 'v V ·.~ V -"---~ ' ,. ,.. ·" , . ~ ];:~4A! . ,••CJ. r .:. _, '" ,-~~r· ., ' -.. " .,,.~,, •"/'\A.It __.,.,., 't), 6 \ \ \ ' \ --\ . ' ,,, ... ~ <; "AS DAT/: BASE APPROVED FOR PLANTING AND /RR/GA T/ON ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REVIEWED BY: INSPECTOR DATE ASBR / AF . AM EF EN ES KP LS ML MN ME PC PA PR QI TC UP ( .J s C A L I I I 0 4-0 b TREE LEGEND BOTANICAL. NAME COMMON NAME Agonls flexuosa Peppermint Tree Arbutus marina N.C.N Eucalyptus ficifolla Red Flowering Gum Eucalyptus nicholil Nichol's WI/low-Leafed Peppermint Eucalyptus sideroxV/on 'Rosea' Red Iron Barie Koetreuteria pan/culata Golden Ralntree L/qu/clambar s. 'Rotundlloba' American Sweet Gum Melaleuca llnarfolla Flax/eaf Paperbark Mefaleuca nesophlla Pink Melaleuca Metrosiderds excelsus New Zealand Christmas Tree Plnus canarlensls Canary Island Pine P/atanus acer/fol/a London Pfanetree Platanus racemosa California Sycamore Quercus ilex Holly Oak Tristan/a conf'erta Brisbane Box U/mus parvlfolla 'True Green' True Green Elm . KEYMAP E I 80 LAND CONCERN L-A -N i) S ·c A P B .A R C H 1 'J' B C 'f U R I CITY OF CARLSBAD PLANNING DEPARTMENT LA COSTA GREENS NEIGHBORHOOD 1.08 AREAS TO BE INSTALLED BY MASTER DEVELOPER PER DRAWING 397-2L (.'"'1 .,) ! I. 7, .,; "'" 1 ,Js..,, ,,_,,_,.-~ .... ~ ' ~ \: ~ ~ . ,. ' ' '· 1 I i I \ \ ' ~ I \ I ' I ' I ' I ' I ' I ' I ' I ' \ ' \ ' \ ' 61 ~ ~ ~p:;.,;" ,:;,:i;~- ~-·-:~.\'~ ,,,.,,;:,.iy~' . ,• i;·~"'i'i i::J.·r. t ~1 [14lt a I I , n,/ ~--. . :,,-J\·' > 'Ji~-"' ·\·.··.·., ~:i;-,- .. ' ··"'"' < ,.. ': -.,,,_,, ·•·x r"" :i:_:. '\ \. I 1.oe ' . ,.:·:•,;·:):;·.:::::.:::.:·:··· OUNDARY \ ' \ ' I APPROVED FOR PLANTING AND /RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ~?i: ' ' [140,0J 5fi 7 CJ ' " • 1]45, 1 _I 5'7 [/,46,·01 ··---' RS 261-1 ~ /\ ~ ~ ,,,,,, ' ~ ,-.-.-·: ~~ i,. .•. , ~ . l;:., 'Y ' ,.j' .. -.,. . \,,j1"'. ·.·. . I' · ... ~:::,, '-~· . s ,t,.. .·/-/:>,.-. __ ·:),:"_ :-\·:,;: .. )(\\::(: :-:s~~>~</::_;·--:-.-.,r·:~(,r-·,, <...~ ·"' . ·)'\·<,;>r .. · ./ , ,.~ ("\ ><::>-. :;: .: /.\::_:,-_-'' '.' ...... ,_. '.', ··. '"', ·:·:: ,'," ... ,,_" ...... :·~ . . .. , ··, "' ~-<"~i ;:, .. : ""'<~ 'l ~ · · · ,;. _#,,,,,:1 .. ;;~er--"""~t~1:~~1~t,L,1Z: ..... · .. · j::~, ~ ~~.>- ~,, 1 •~r ✓Z. •\. ····•.···· ,•, .<);,:,;;.,,·'' ''""•~•-.,f;,,_;,,}:)"'" ' 9 /·. '( i.......... ··.· /;,,( .)•. >;;"'" "-' .. 4:K<·.····.••••· ,,\ -~-·-z i•?•).l..?7 , ' : .-.-:. ::-. #',,, ("''1 -. ,,.li.,,. ;\ ... / \.,/ ' 1 s C I I 0 BASE b A I 4-0 SHRUB LEGEND ABBR, BOTANICAL NAME COMMON NAME TRIANGULAR SPACING AR ACBciit redofenS 'Verde 1 Verde ACltefll 8'O.C. AE Archtostaphylos · 'Emetald Carpet' l:meratd carpet Mantanlt8 5'0.C. AC Artemesfa cafffomk:a Callfomfa St!igebush 4'O.C. BP Batcharfs-pllufar!S Coyote 8rush 4'O.C. CH CBl/fahdra haemat:ocephala Pfnk Powder· Ptilf 6'O.C. CG Ceandthus tJ; 'Horfzontalfs' Cannel Creeper 6'O.C. CP C/srus purpureus Orchid Rockrose ◄'O,C. cs Clstus 'Sunset' Rod<,-4'0.C. CD Cotoneaster dammerl Be-,rberry Cotoneatttsr 6'O.C. CL Ci.>toneaster facteus Red Clusterberry 8'0.C. DB Dfetes blrolor Fortnight Ufy 4'0,C. EM Echfum fastudsUin Pride of Maderla 8'0,C. EF Escallonla 'Fradf!SII' Ese811cinln 8'O.C. FO Festuca ovlha 'Gfauca' Slue Fescue !Z"O,C, HH Hemerocsf!fs hybrid Daylffy 2°0.t. HA Het'eromeles arbutffalla Toyon 10'0.C, LM Lantana m. 'Confetti' trailing Lantana 6'O.C. LS Lantana m, '5preadfn~t SuMhtne' Trailing L.tntana 6'0,C, LA Lava·ndula intermf:!diit Lavender J'O,C, lF L,e/Jcophyl!um frute5cens •~reen doud' texas RJJn~r ;(;reen Cloud' 610·.c . u Llrlope ,nuscarf Big Blue LIiy Turf 2'O.C. Pa Ph6rm1um t. ·'Brontd' Bronze Flax S'O.C. Pl Phorm;um t. 'Jack Spratt' Jack Spratt Dw8tf Flax 30"O.C. PF Photlnla fraserl Photfnla 8'O.C. PV PlttoSporuin-t. 'Varlt!gata' VBrlegared Plttasporum 6'O,C, PW PlttoSporum t. 1Wheelel1i' DWarf Plttosporum 30"O,C, RC Rhc1mus callfomlea Coffee berry 101O.C. RB Rhaph!Olep/s I, 'Bafferlna' Dwarf India Hawthorn 30•O.c. RS Rh8phiolepi5 I. 'Spffngtlme' India H:Jwthom 6'O,C, RI Rhi.Js lntegrlfol/a Lemonade Berry 10'0.C, SG Safvla greggl Autumn Sage 4'0.C. SL Safvla Leucantha Mexican l!ush Sage 4'O.C. TP Tneyetia peruvtana Yeffow Oleander B'O,C. KEYMAP L E I 80 LAND CONCERN LANOBCAYB ARCHl~BCTUiB 1----lr--+----------------l---+--+---+---l I SH5£T I CITY OF CARLSBAD PLANNING DEPARTMENT "AS BUILT" DATE REVIEWED BY: DAT£: INITIAL DAT£: INITIAL INSPECTOR ENGINEER OF W0R REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.08 OWN BY: ____ _ CHKD BY: -----1 RVWD BY: PROJECT NO, CT 02-23 4-ll{-ot/ DATE DRAWING NO. 06-6 1.08 PROJECT BOUNDARY ,,,_, -··-,_ i-i- r I --··-- I I ' ' ' ' /!'-· _,,_,,_, _, 'i7 <t. ,v-\· 'r 'Q',·{ .. v, " ... f i., ..,:., v -./ 17 < ,,•,-:?,''<-},!/, MN 3-15G REFER TO FIRE SECTION F 3-1 AND F.3-2 CITY OF CARLSBAD LANDSCAPE MANUAL ZONE A-1 ZONE A-2 ZONE A-3 -- /,-?";!:~;"\~,,,,I'; ::-1'-..,7':~P'.>-.~~ ,,,,,,,,,.,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,, ,,,,,,,.,,,,,,.,,,,,,,, ,,,.,.,.,,,,,,,,,,,,,,.,, ,,,,,,,,,,,,,,,.,,,,,,,, ,,.,, ,, ,,,.,,,, ,,,. ,,,,,,,,,.,,,,, ''"'~"-''~,, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS REV/£W£D BY: INSPECTOR \ \ \ \ BUILT" BASE c DAT£ DAT£ INITTAL DATE £NGIN£cR OF WORI s C A I I I 0 40 DAT£ INITIAL REVISION DESCRIPTION OTHER APPROVAL ABBR AF AM EF EN ES KP LS ML MN ME PC PA PR QI TC UP TREE LEGEND BOTANICAL NAME COMMON NAME Agonls flexuosa · Peppermint Tree Arbutus manna. N.C.N Eucalyptus flclfolla Red Flowering Gum Eucalyptus nicholii Nichol's WI/low-Leafed Peppermint Eucalyptus sideroxy/on 'Rosea' Red Iron Bark Koelreutena panlculata Golden Raintree L/quldambar s. 'Rotundlloba' American sweet Gum Me/aleuca 1/narf/Jlla f'laxleafPaperbark Melaleuca nesophlla Pink Me/a/euca Metroslderos excelsus New Zealand Christmas Tree Pinus canariensls Canary Island Pine Platanus acenfolla . London Planetree Platanus racemosa Calffom/a Sycamore Quercus I/ex Holly Oak Tristan/a conferta Brisbane Box Ulm us parvlfolla "True Green' True Green Elm KEYMAP ,/ '\~,, i '<BASEd l . r· r I L E 80 LAND CONCERN I s6rr I CITY OF CARLSBAD ls24I PLANNING D£PARTM£NT 1 ~cc ~"u 11<1 rvl'\.: LA COSTA GREENS NEIGHBORHOOD 1.08 I~ PRO~ . V • L/-lt/-C# ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DAT£ INITIAL CHKD BY, CT 02-23 f406-6I CITY APPROVAL RVWD BY: .. , . ----------- ' e; j ·/ REFER TO FIRE SECTION F.3-1 ANO F.3-2 CITY OF CARLSBAD LANDSCAPE MANUAL ZONE A·1 ZONE A-2 ZONE A-3 ;::,~ c~I §}'/· ff q "'"' ··/ r· --··--··---, I I AREAS TO BE INSTALLED BY MASTER DEVELOPER PER DRAWING 397-2L ' ' ' ;,.,--r'J. ,p<'; , ./ ,, t·· ·: • ' ' , I ' ~ .. ,:~--"" "--~ ' I ( APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RS 385-1 CG 374-1 LA 146-1 [217.6 ! s C A I I I 0 BASE c 40 "AS BUILT" DAT£ R£V/£W£D BY: DATE INITIAL DATE IN/17AL INSPECTOR DATE ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL SHRUB LEGEND ABBR. BOTANICAL NAME COMMON NAME TRIANGULAR SPACING AR Acacfifredofe-ns 'Verde' Verde Acacia 8'0.C. AE Art:htostaphyfos 'Etnerald_ Carj,et' Emerald Carpet Manzanita S'O.C. AC Attemesfa. calltomli:11 Callfori'lfa-Sagebush 4'0.C. BP ·Baccharfs pJlufarls Coyote Btush 4'0.C. CH Cit!lfandra haematocephala Pfnk Powder Puff 6'0 . .C. CG eeanothus g. '.Hortzontaf!S' Carmel _creeper 6'0,C. CP CisM PurpureuS OrcMd Rockrose 4'0.C. cs Cistus 'Sunset' Rockrose 4'0,C. CD Cotpneaster ·dammerl Bearberry cotoneasw 6'0.C. CL Cotoneamr1acMus Red auste·rtJerry B'O.C. DB .Dier-es b/color Fortnight Lily 4'0.C. EM Echlum fastuosurTI Pride· of fifaderfa 8'0.C, EF EscaJlonla 'Fradeslf' Esaffonfa 8'0,C, FO Festui:8 ovfna 'Glaucli' 8fueFe~ 12"0.C. HH Hemerccaf!ls hybrid Dayll/y 2'0.C, HA Heterome'Jes· arbutlfolla To_von 10'0.C. LM Lffnt:ana m .. 'Confetti' Trailing Utntan'a 6'0.C. LS Lantana rtl. 'Spreading Sunshine' Trailing Lantana 6'0.C. LA LBVllndufa fntermedla Lavender 3'0:C, LF Leucophylfum frutescenS-'Grf!eri Cloud' Texas R1tngef 'Green Cloud' 6'0.C. LI Lfrlope muscarl a;g !Jlue-Uly Turf 2'0.C. PB Phcrmfum t. 'Brome' Bronze Flax 5'0,C. Pl Pharmfum t, 'Jack Spratt' Jack Spratt' Dwhrf Flax 30"0,C: PF Phatlnln fraseri Photfnla 8'0,C. PV PfttOSporum t. 'Varl@gata' variegated Ptttosporum 6'0.C. PW Plttosporom t. 'Wheelerll'. Dwarf Pfttosp"orum 30••O.c. RC Rhamus californlcs Coffeeberry 10'O,C, RB Rhaphiolepfs. f. 'Ballerina' Dwarf lrtdfa H6Wthorn 30"0.C. RS -Rhaphlolepls I. 'Spr;ngtlme' India Hawthorn 6'0.C. RI Rhl.lS lntegrlfolls Lemonllde·eeri"y 1010.c. SG Salvfagreggl Autumn Sage 4'0,C. SL Salvia Leucantha Mexfcan 8u$h Sage 4'0.C-. TP -ihevetla peruvlana Yelfaw Oleander a·o.c. KEYMAP ( L E I 80 LAND CONCERN LAND~CAPt ARCHJTSCTUR.E w CITY OF CARLSBAD PLANNING D£PARTM£NT 1 5241 , l"'U-,n! I u,'-' 1-"LAI~ t"Ut<: LA COSTA GREENS NEIGHBORHOOD 1.08 A 'l/OV£~.,, l/-l'f-9'/ ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CT 02-23 406-61 CITY APPROVAL R\IWD BY: I' ·•. , ,, I',.,,.,, ~>'✓11','), ,.,,,,.;,-,,,,.)!:, ',,.,,,., I' I' I' I' I' '.~-~~~~~", '"""' ",✓ I' I' 'i I' ' \ PA 5-24'1 PA 3 .. 24" ' 4.V _,«y··V V , ¢/V \,, V V•, A''u'"-.,,6 V ' V, 'tf''"' .,..~ :.,. __ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 42 "AS REVIEWED BY: INSPECTOR BUILT" DAT£ DATE V V. 32 V V V ·VVV V ~--"' ·"V'"v vvvv V--'v··V" " ---v·v VV v v V V V V ~'9"-""V:_'lp.,,i, "V"f'/ V V V V V V §l'. ,.,;z.~~~,;-,...,~ '4<•f·' '""'· ' : }, " " I ' ' BASE d DATe INITIAL ENGINEER OF WOR TC 3.-lSG REVISION DESCRIPTION tu w :r: (/) s I 0 C A I 40 DATe INITIAL OTHER APPROVAL 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.nlcholii Nichol's WI/low-Leafed Peppermint ES Eucalyptus sideroxylon 'Rosea' Red Iron Bark KP Koelreuterta pan/culata Golden Ralntree LS Liquldambar s. 'Rotundilo/Ja' American Sweet Gum ML Melaleuca 1/narfolia Flax/eaf Paperbark MN Melaleuca nesophila Pink Melaleuca ME Metroslderos excelsus New Zealand Chrtstmas Tree PC P;nus canarlenS/s Canary Island Pine PA Platanus acer/fol/a London Planetree PR Platanus racemosa California Sycamore QI Quercus flex Holly Oak TC Tristan/a conferta Brisbane Box UP Ulmus panrifolla 'True Green' True Green Elm KEYMAP L E I 80 LAND CONCERN LANDS CAP-.A~CHtTB-CTVRI I ssl CITY OF CARLSBAD ls24J PLANNING DEPARTMENT I ~LL MO,U u• r'l.r\1'11 l""VI"\: LA COSTA GREENS NEIGHBORHOOD 1.08 A'ITOVE/1 A . /f!!t,, 4-lt/~ ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO, DRAWING NO. DATE INITIAL CHKO BY: CT 02-23 ~06-61 CITY APPROVAL RVWO BY: AREAS TO BE INSTALLED BY MASTER DEVELOPER PER DRAWING 397-2L 12.11.5 J APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS cs :30 IA 129-1 41 "AS BUILT" DATE REVIEWED BY: INSPECTOR DATE f ,·1 ,1 "'' ;:/--l l /CJ),., I ~-, C • ~, ··---, __ ,_,, , ___ .. , IA r4 ,-f cs 194-1 tu UJ :r. l/} I I J UJ ., m ----182-1 _ -. -~ -1-L..--'"ce>J:·~...,f..,,~C:;P:._,.:\__..,..~\t • • 207-1 C CD 246-1 IA 69-1 LM 363-1 244,4 s C A I I I BASE d 0 40 DATE INITIAL DATE INITIAL F:NG/NF:l:R OF WOR, REVISION DESCRIPTION 01111:R APPROVAL SHRUB LEGEND A8BR. BOTANICAL NAME COMMON NAME TRIANGULAR SPACING AR Acacia redo/ens Verde:' Verde AcacJB 8'0,C. AE Archtostaphylos 'l:merald Carpet' Emerald Carpet MllnZanlta s10.c. AC Attemesia caflfomlca Callfomfa 5agebush 4'0.C. BP Baccharfs pl/ularlS Coyote Brosh 4'0.C. CH Cafflandra haematocephala Pfrik Powder Puff 15•0·.c. CG Ce~nothus g. 'Horfzontaffs' Carmel Crel!per 6'O.C. CP Cistus purpureus Orchid Rockrose 4'0,C. cs Clst/JS 'Sunset' Rockrose 4'0.C. CD Cotoneaster dammerl Bearberry CotOneaster 6'0.C. CL Cotoneaster lacteLis Red C/usterbetry 8'0.C. OB Dfetes blcolar Fortnight Lily 4'O.C. EM Echium fastuosum Pride of-Mi!tderla 8'0.C. EF Esca,,onia 'Fradesff' Escallonla 8'0.C. FO Festuca ovlna 'Glauca' Blue Fescue 12"O.C. HH Hemerocallfs hybrid Dayll/y 2'0,C. HA Heteromeles arl:JutlfOfta Toyo& 10'O.c. LM· Lantana m. 'Confetti' Tra/1/ng Lantana 610,C, LS Lantana m; 'Spreadlhg Sunshfne' Tra!!fng L.antana 6'O.C, LA uwandula lntermectfa Lavender 3'0,C. LF Leucophyffum frutescens 'Green Cloud' Texas Ranger. 'Green Cfoud' 6'0,C, LI Urlope muscar! Big Blue Lily Turf 2'0,C, PB Phormium t. 'Bronze' Bronze Rt1x 5'0.C. PJ Phorrhiu'm t. 'Jack Spratt• Jack Spratt Dwarf Flilx 30"O.C. PF Photln1a· fraser1 Photfrlia 8'0,C, PV Plttosporom t. 'V8rtegMa' variegated Pfttosporum d'O.C. PW Plttosporum t. 'Wheeletli' Dwarf Pfttosporum. 30"0.C. RC Rhamus callfomlca Coffeeberry 10'O,C. RB Rhaphlolepis-f. 'Ballerina' Dwarf Indra Hawthorn 30''0.C, RS Rhaphiofei)is i. 'Springtime' India Hawthorn 6'O.C. RI RhuS lntegrlfoffa Lemonade Berrv 10'O.C. SG Salvia gregg; Autumn sage 4'0.C. SL Salvia Leucantha Mexican Bush SagE 4'O,C. TP Thevetfa peruillana Yellow Oleander s•o.c. KEYMAP !"'< , BASEe BASE d + .... ,., ... ·,,_ i C ( L E 80 LAND CONCERN LANDSCAP~ A&cHiTBCTUkB w CITY OF CARLSBAD PLANNING DEPARTMENT 1s241 r , .,J 111 ..... _ rLM.n rv1'.: LA COSTA GREENS NEIGHBORHOOD 1.08 APcrVEO _,, 4-Ll/--ot/ /~ ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CT 02-23 406-61 CITY APPROVAL RVWD BY: ML 8-24" EN -15G CX) ,-.... LU LU :r: V) LU LU : . ,.), : ' -,_, ., ., .. vv"v·'vvv V V V 'v ""''fb:,V.•~o,cyz ~,>Ins•·~-.,, " . ;;,,µ,, EN 3-lSG ' V V r;J vvv\Vv vvvvv V V v\"9(1· ,'¢ V V . EN -15G ' ' ' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS s I BASE e 0 ' ;~;;: '/•'pf/-'·J'.P' , ' . ., ·-2~;:;-· ' ....... ,, ....... , --.,,J "AS BUILT" DATE REVIEWED BY: DATE INITIAL INSPECTOR DATE ENGINEER OF WOR REVISION DESCRIPTION TREE LEGEND ABBR BOTANICAL NAME COMMON NAME AF Agonls flexuosa Peppermint Tree AM Arbutus marina N.C.N EF Eucalyptus fidfo/111 Red Flowering Gum EN Eucalyptus nlcho/11 Nichol's Willow-Leafed Peppermint ES Eucalyptus s/deroxyloh 'Rosea' Red Iron Bark KP Koelreuterla panlculata Golden Ralntree LS Llqu/dambar s. 'Rotundlloba' American Sweet Gum ML Mela/euca 1/narfol/a Flaxleaf Paperbark MN Melaleuca nesophlla Pink Melaleuca ME Metros/deros exce/sus New Zealand Christmas Tree PC Plnus canarlensls Canary Island Pine PA Platanus acer/folia London Planetree PR Platanus racemosa Ca//fomla Sycamore QI Quercus flex Holly Oak TC Tristan/a conferta Brisbane Box UP Ulmus parvlfolia 'True Green' True Green Elm KEYMAP BASEe C A L E I 40 80 LAND CONCERN LANDSCAPB A&CHITBCTURI I 1Eo I CITY OF ls24I CARLSBAD PlANN/NG DEPARTMENT , "-CC K"U . ru.,. rut<: LA COSTA GREENS NEIGHBORHOOD 1.08 A! 'f f?OVED -A v' / , 'l-l'l-o'/ ASSISTANT PlANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DAT£ INITIAL DATE INITIAL CHKD BY: CT 02-23 406-61 OTHER APPROVAL CITY APPROVAL RVWD BY: CD 57-1 . -I )'~--~- -I ' j ·: j .-;:"/\.:--·1 " ,., ·" LM 40-1 AR 116-1 ._b, • \ ··,..-.:,,.· ' ·-- "' l, ''-, ' ' . ' 1242.:[] i ' APPROVED FOR PLANTING AND !RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REVIEWED BY: INSPECTOR • • I . : ~ I ! ~ : i ZONE A-1 I ~ "------ZONE A-2 "AS ZONE~') : REFER TO FIRE SECTI01 F.3-1 AND F.3-2 CITY OF CARLSBAD LANDSCAPE MANUAL • • • • I • • I • • .. _J BUILT" DATE DATE AREAS TO BE INSTALLED BY MASTER DEVELOPER PER DRAWING 397-2L BASE e s I 0 C A I 40 ; SHRUB LEGEND . ABBR. BOTANICAL NAME COMMON NAME TRIANGULAR SPACING AR Acacia redo/ens 'Ven.1e' Verde Acacia-8'0,C. AE Archtostaphylos 'Emerald Carpet' Emerafd carpet Msnrsnlt:a 5'0,C, AC Memesla a,flfornl~ C4fifomla Sagebush 4'0.C. BP Baccharls pffularls_ Coyote Brush 4'0.C. CH Cafllandra haematOcephafa Pfnk Powder Puff 6'0.C. CG ceanoth!.1$ g. 'Horlzontalls' carmel Creeper 6'0.C. CP astus purpureus Orchid Rockrose 4'0.C. cs Cfstus· 'Sunset' Rockrose 4'0,C. CD Cotoneaster dammer! l!JelJrberry CCitoni!llst:er 6'0,C, a. CotOneaster lilcteus Red Clusterberry 8'0,C. t>B Dletes b!color Fortnight Uly 4'0.C. EM ~chfum fastuosum Pride of Maderla 8'0.C. EF ESCBITMia 'Fntdesll' Escallonfw s·o.c. FO Festuca ovlna 'Glauca-'-Bli.Je Fescue 12"0.C. HH Hetnerocallis hybrid Day/1/y 2'0.C, HA Heteromeles arbutifo!Ta Toyon 10'0,C, LM Lanttim, m. 'Confettt Trafffng Lantana &'O,C. LS Lantana m. 'Spreading Sunshfne' Traflfng Lantana 6'0.C. LA Lavandula fntermedla u,vender 3'0.C, LF Lf!ucoph'(flum frUtescens 'Green Cloud' Texas Ranger 'Green Cloud' 6'0,C, LI LftlOpb muscarl Big l!Jfue Ufy Turf :2'O.C. PB Phormlum t. •sro·nze'· Bronze Flax 5'0.C. PJ PhormlUm t. 'Jack Spratt' Jack Spratt Dwarf f1ax 30"O.C, PF Photlnla fraserl Photinla 8'0,C, PV Pfttosporum t. 'Varlegatli' Variegated Plttospr1tum 6'0.C. PW Plttosp<Jrum t, 'Wheeferff' Dwarf Plttosporum 30"O.C. I RC Rhamus C8lifori1ica Coffee berry 10'0.C, RB RhaphiO!ep/s i. 'Ba"erlna' Dwarf Indfa Hawthorn 30"O,C. RS Rhaphlolepfs I, 'Springtime' India Hawthorn 6'0,C, RI Rhus fntegrffol!a Lemonade &my 10'0.C. SG Sa/via greggf Autumn Sage 4'0,C, SL Satvla Leucanthlf Mexican Bush Sage 4'0.C, TP Thevetfa pei"uvlana . Yellow Oleander 8'0.C . KEYMAP · BASEd BASEe ·,· \ .•'' ,,...-,. L E I 80 LAND CONCERN LANDSCA-Pil AkCHJ'l"BCTU'II.E 1------i----i-+-----------+-----l--+--1----1 I s1H£1ET I Lc __ IT_Y--'-=-"-O=F=-=C=A=R=L"--s_B_A_D _ PLANNING DEPARTMENT DATE DATE INITIAL DATE INfTIAL ENGINEER OF ll'OR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.08 L/-l"l-o'/ ASSISTANT PLANNING DIRECTOR DATE OWN BY: ____ _ PROJECT NO. DRAWING NO. CHKD IJY.-___ _ RVWD BY: CT 02-23 06-6 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 1" 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 LA. 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 ADDITION 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 C1' cs CD CL DB EM EF FO HH HA LM LS LA LF LI PB Pl PF PV PW RC RB RS R] SG SL TP SHRUB LEGEND BOTANICAL NAME COMMON NAME Acacia redalens 'Verde' Verde Acacia Archtostaphylos •emerald Carpet' Emerald Carpet Manzafl!ta Artemesia callfornfca Calffomla Sagebush Baccharls centermiB! Coyote 8rush CaWandra haemaUicephala Pink Powder Puff Ceanothus g. 'Horlzontalls' Carmel Creeper C!stus purt,url!!us Orchid Rockrose C!stus 'Sunset' Rockrose Cotofleaster da'rnmerl Bearberry Cotoneaster Cotoiteaster lacteus Red Cfusterberry Dfetes bfcolor Fortnight Lffy Echfum fastuosum Pride of Maderfa Escallonla 'FradeSII' Escaffonfa Festuca ovfrld' 'Glauta' 8/ue Fesd.le HemerocafffS hybrid Daymy Hetermneles arbutffol~ rayon Lantana m. 'Cnnfettl' Tralllng La'ntana fantana m. 'Spread/fig Sunshlile' iralllng Lantana Lavandula intermedla Lai.render Leucophy/fum frutes·cens 'Green Cloud' Texl!IS Ranger 'Green Cloud' Lfriope muscari _Big Blue LIiy Turf Phorinium t. '8rof1ze' Bronze New zea/arld Flax Phornifum t. FJack Spratt' Dwarf New Z~land Flax Photlhia fraserl Photlnla Plttosporum t.: 'VerJegata' VfJrlegated Pfttosporum Pfttosporum t._ 'Wheeler/I' Dwarf Pittosporum Rhamus callfbrnlca Caffeeberry Rh_aphfofepis I. 'Ballertna-' Dwarf IndfiJ Hawthorn Rhaphio/epis 1; 'Sprtn·gtlme' Irldfa Hawthorn Rhus lntegrlfolla Lemonade Berry Salvia gfeggf Autumn Sage Sa/vfa ~ucsntha Mexfcan Bush Sa~ Thevetta peruv/ana Yellow Oleander TRIANGULAR SPACING 8'0.C. s·o:c. 4'0.C. 4'0.C, 6'0:C, 6'O.C. 4'0.C. 4'0,C, 6'0.C. 8'(l.C,· 4'O.C: 8'0,t. 8'0,C, 12"0.C. 2'0.C. 10'O.C. 6'O.C. 6'O.C. 3'0.C. 6'0.C, 2'0.C. 5'O.C. 30"0.C. 8'0.C. 6'O.C. 30"0.C. 10'0.C. 30"0.C. 6'0.C. 10'0.C. 4j0.C. 4'0.C. 8'0.C. QUANTITY 1 GAL. 1086 852 207 2138 625 172 927 1842 37 316 35 734 1027 5GAL 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 HEIGHT IN ADDITION TO 1. THE SPECIFIED HYDROSEED AND GROUNDCOVER.. ABBR BOTANICAL NAME AF Agonls fle>woi:a AM Arbutus manna EF Eucalyptus flcifolia EN Eucalyptus nlchoill ES Eucalyptus sideroxylan ·'Roses' KP Koe/reuterla panlcu/ata LS Llquldambars. 'RattJndiloba' .. ML Meialeuca linarfolia MN .Melaleuca nescphlla ME Metroslderos exce/sus PC Pim.is .canariens/5 PA Platanus acerlfolia PR P/atanus racemos11 QI Quercus /lex TC Tristan/a confelta UP Ulmus parvlf'oila 'True Green' v v.V-v V V V V V'·VV ////// /,'//// ///,'// / //" / ',(,/ . GROUNDCOVER LEGEND (PRIVATE SLOPES) HYDROSEED MIX # 1, MYOPORUM PAR, ROOTED cumNGS AT 18"0.C. (ORNAMENTAL SLOPES) HYDROSEED MIX #2,. . . . . MYOPORUM PARVIFOLIUM, ROOTED cumNGS AT 18"0.C. (NATURAUZ!NG SLOPES) · HYDROSEED MIX #3 BACCHARISP. 'TWIN PEAKS', ROOTED.CUTTINGS AT2'0.C. TUR.F . HYDROSEEDED DWARF Bl.ENDED FESCUE, MEDALLION DWARF BONSAI (OR E;QUAL) TREE LEGEND COMMON NAME SIZE/QUANTITY 15 GAL. 24" BOX 36" BOX Peppermint Tree NcC.N 154 Red Flcwerlng Gum - NtchQl's WI/low-Leafed Peppermint 41 Red Iron Bark • Golden Ralntree . - American Sweet Gum 24 Flaxleaf Paperbark 145 Pink Melaleuca 75 New Zealand Christmas Tree - Can1Jry Island Pine London Planetree 63 California Sycamore Hally Oak Brisbane Box 22 True Green Elm - APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE DATE LOCATION OF REVIEWED BY: PLANTING AREAS DATE TREE TAG NOTE I . ALL TREES ARE TO BE SELECTED AND SPOTTED BY THE LANDSCAPE ARCH_ITECT. 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 FOR THAT SHRUB. . . ROOT BARRIER NOTE A 24" LINEAR ROOT BARRIER (DEEP _ROOT MODEL #UB 24-2 OR EQUAL) SHALL BE USED ADJACENT ro ALL PAVING WHERE TREES ARE PLANTED WITHIN 5' Of' NEAR.EST 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 CONTRACTOR 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 PROVIDETHE LANDSCAPE ARCHITECT AND THE CITY WITH A COPY OF SAID REPORT FOR REVIEW AND APPROVAL BY THE CITY INSPECTOR PRIOR TO START OF CONSTRUCTION. THE .FOLLOWING SOIL AMENDMENT INFORMAnON IS FOR 8ID PURPOSES ONLY. [NALL 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: 4CU. YARDS NITROGEN STABILIZED ORGANIC AMENDMENT DEIUVED FROM REDWOOD, FIR OR CEDAR SAWDUST. 15 LBS. 12012-12 COMMERCIAL FERTILIZER ~00 LBS. AGRICULTURAL GYPSUM. PREPARE SOIL MIX FOR BACKFILL iN PITS FOR TRl:ES, S_HRUBS 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 NITROLIZED SHAVINGS 1 LB. 6-20-20 COMMERCIAL FERTILIZER PER CU. YD. OF MIX 10 LBS. ORGANIC GYPSUM PER CU, YD. OF MIX :I. LBS IRON SULFATE PE CU, YD. OF MIX IRON SULFATE CAN CAUSE SEVERE STAINING IF IN COMES IN CONTACT WITH MOIST CONCRETE SURFACES; INITIAL INSPECTOR DATE ENGIN£:£R OF WOR REVISION DESCRIPTION HYDROSEED MIXES INTERIOR ORNAMENTAL SLOPES FLOWERING EROSION CONTROL MIX #1 BOTANICAL NAME LBS/ACRE PURITY/GERMINATION ESCHSCHOLZIA CAUFORNICA LOBULARIA MARITIMA (CARPET OF SNOW) LOBULARIA MARITIMA (ROYAL CARPET) 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 CONFERTIFLORlJM ESCHSCHOLZIA CALIFORNICA HORDEUM CALIFORNICUM LASTHENIA CHRYSOSTOMA LAYIA PLATTYGLOSSA LOBULARIA MARITIMA 'CARPET OF SNOW' LOBULARIA MARITIMA 'ROYAL CARPET' LOTUS SCOPARIUS LUPINUS NANUS NASSELLA PULCHRA PENSTEMON SPECTABILIS PHACELIA CAM PANU LA RIA 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/ TRANSl'l'IONAL 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 CALIFORNICA ERIOPHYLLUM CONFERTIFLORUM ESCHSCHOLZIA CAUFORNICA HORDEUM CALIFORNICUM LUPINUS NANUS MIMULUS AURANTIACUS PUNICEUS MUHLENBERGIA RIGENS MUGLENBERGIA MICROSPERMA NASSELLA PULCHRA PENSTEMON SPECTABILIS PHACELIA CAMPANULARIA VULPIA MICROSTACHYS 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 100¾ WOOD FIBER ECOLOGY CONTROLS M-BINDER 18-18-18 FERTILIZER AM 120 MYCORRIHIZAL LBS/ACRE 2000 150 200 60 AND CONCER I sr21 CITY OF CARLSBAD I 2E:r1 PLANNING DEPARTMENT LA COSTA GREENS NEIGHBORHOOD 1.08 Al 01'0VE~ -4-1'/-0'/_ ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INl77AL DATE INITIAL CHKD BY: CT 02-23 406-61 RVWO BY: OTHF:R APPROVAL CITY APPROVAL ROOT BARRIER IS TO BE INSTALLED IF TREE IS WITHIN 5' OF HARDSCAPE. • 0 _, (X) """~ .. 2x DIA. OF ROOT BAL1' .,---42" 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 . ~--<12 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 ~:::_ _ _.4" HIGH WATER RETENTION BASIN FORMED FROM PLANT 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 "--6" ZONE OF OVER-EXCAVATED AND RECOMPACTED NATIVE SOIL TREE PLANTING ... 1-1/2 X's ROOTBALL DIAMETER 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 "D" e!l!lf;:::::.._.MAXIMUM SLOPE CUT 1:1 ~-BACKFILL MIX PER APPROVED AGRONOMIC SOILS REPORT ROUGHEN SURFACE PLANTING TABLETS PER AGRONOMIC REPORT -----ROOTBALL NOTE: COMPACTED BACKFILL MIX PER APPROVED AGRONOMIC REPORT NATIVE UNDISTURBED SOIL 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 ~-------WALL OR LIMIT OF WORK LINE PER PLAN LIMIT OF GROUNDCOVER TYPICAL. FIRST ROW OF GROUNDCOVER TO BE 6" AWAY FROM EDGE OF CONSTRUCTION FEATURE, LIMIT OF WORK, OR DRIP LINE OF SHRUB. __ t_..!:,!_~_....L_--1_-=-L_-=:;_-----GROUND COVER TO BE PLANTED IN FLATS, 0 0 0 0 0 0 0 0 0 0 SQUARE SPACING 0 0 0 0 0 0 0 TRIANGULAR SPACING cumNGS, LINERS, OR 1 GALLON CONTAINERS PER PLAN """+------SOIL PREP. -REFER TO PLANTING NOTES s 4" 6" 8" 101r 1211 15" 1811 REFER TO PLANTING NOTES FOR ADDITIONAL SPECIFICATIONS SQ. FT. PLANTS WILL COVER 64 PLANTS 100 PLANTS 7 SQ. FT. 11 SQ. FT. 16 25 28 44 45 70 64 100 100 156 144 225 -------WATER RETENTION BASIN - TO BE ELIMINATED WHEN SHRUBS ARE NATIVE OR EXTREMELY DROUGHT - TOLERANT SPECIES =WllJ.-~◄PREPARE BACKFILL MIX PER PLANTING NOTES PLANTING FERTILIZER TABLETS, PER AGRONOMIC SOILS REPORT SLOPE SHRUB PLANTING SILICONE'------, GREENPLASTlC: ...... ___ __.., VINE TIE PLASTIC STIK-TIE'----------'1 ATTACH VINE/ESPALIERS TO WALL ---------: 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 ,---◄SHRUB ROOTBALL, CROWN SHALL BE FLUSH WITH FINISH GRADE ,------03" HIGH WATER RETENTION BASIN, RAKE-OUT AS DIRECTED BY THE LANDSCAPE ARCHITECT ,------oFINISH GRADE 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. TREES IN TURF AREAS ARE NOT TO BE GUYED. go• 90•$90• go• NOTE: PRUNE TREES AS DIRECTED BY LANDSCAPE ARCHITECT ONLY 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 ,--◄1/2" DIA. X 40" MIN. LENGTH WHITE PVC 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 ~-◄4" HIGH WATER RETENTION BASIN, RAKE-OUT AS DIRECTED BY THE LANDSCAPE ARCHITECT ~-->2" 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 I-:J :c 8 < Ii: oc tt] ~ ~':':----◄FERTILIZER PLANT TABLETS -PER 2-1/2 TIMES ROOTBALL DEPTH PLANTING NOTES "'---◄BACKFILL MIX PER APPROVED AGRONOMIC SOILS REPORT '----6" ZONE OF OVER EXCAVATED AND RECOMPACTED NATIVE SOIL 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 ® TREE GUYING 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 lo 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 al minimum Standard #1 (cover crop and juted). b. 4 feet to 8 feet 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. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LAND CONCERN LOCATION OF LANDSCAPI Aac,HITBCYOk! PLANTING AREAS 1 5131 CITY OF CARLSBAD I 2£4S1 PLANNING DEPARTMENT PlANnNC PlAN F'OR: "AS BUILT" LA COSTA GREENS NEIGHBORHOOD 1.08 DATE A'UOVE~ 4-lt/·0t/ ASSISTANT PLANNING DIRECTOR DATE REVIEWED BY: OWN BY: I PROJECT NO. I DATE INITIAL DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY: 406-61 INSPECTOR DATE £NGIN/IR OF WORJ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: CT 02-23 CONCRETI ---··" . ----~ 1, SCOPE Furnish and Install all concrete work complete as Indicated on the drawings and specified 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 Ali 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-ClS0, Type JV. 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-AlS and ASTM-A305. Wire fabric: ASTM-A185. F. Form 1. Lumber shall be "Construction Grade," Douglas Fir. 2. Plywood for forming of concrete which Is exposed shall be plyform. Al'I plywood used for forming shall be at least 5/8-inch thick and edge sealed. G. 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 applicable procedures. The maximum slump shall not exceed 3 Inches for footings, slabs ongrade, and mass concrete; 5 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. FORM 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. ti, 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 laltance 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. Materials 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, sutface moisture, but no free water shall appear on the sample. Do not mix more than can be used In 30 minutes. 8, 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 often 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!Fl!CTIVI! CONCRETI! A. Concrete which Is not In accordance with these speclftcatlons, out of line, level or plumb; showing structure cracks, 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-lnch 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. PROTl!CTION All finished concrete work shalt be barricade to pedestrian traffic for three (3) days. Barricades 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 u, Upon completion of all concrete work and before final acceptance, Contractor shall remove all tools, surplus materials, apparatus, debris, etc., from the site and the site shall be left In a clean1 neat condition acceptable to Owner. LANDSCA,E CONSTRUCTION 1, SCOPE OF WORK The work of this section Includes all labor, materials, 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 Espallerlng 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 utilities, electric cables, conduits, sprinkler lines, 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 ail 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 for 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 QUANTrril!S: 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. During finish grading and soil preparation. 2. Plants, after delivery to site prior to planttng. 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 (final observation). 8. At completton 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 fertilizer. 2. Quantity and quality of all soil amendments called for by plans and speclffcatlons. 7. MATERIALS A. Plant materlals Indicated on the drawings and herein specl"ed, shall conform to the following: 1. 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. Olmenslon: 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 materlal are omitted from the 11Plant 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 materials 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 specifications. 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, l'l!!RTILIZERS 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. Soil 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, day, sand) f. recommendations for amendments, leaching, and maintenance fertlllzatlons. 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 plansprior 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 MATERIALS: 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 1/l0th of 1 foot or 1" below paving where paving exists. 8. Moisture Content: The soll 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 tilling 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 so11 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 LAND~CAP! Aacu1TBCTORB -----+-----------;---+--1--+----11 1sH4Eaa I CITY OF CARLSBAD I s2HEas4 I ~==:'.....:===P::i.A::N::N::IN::G::::D::£::PA::R::T.::ME.::N::T===::::...'.::::==:: APPROVED FOR PLANTING AND !RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REVIEWED BY: INSPECTOR "AS BUILT" DATE DATE DATE INITIAL DATE INITIAL £NG/NEER OF WOR, REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.08 L/-/1/-0'/ ASSISTANT PLANNING DIRECTOR DATE OWN BY, ____ _ PROJECT NO. DRAWING NO. CHKD BY, ___ _ R\IWO BY, CT 02-23 406-61 LANDSCAPI! 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 ftll shall be retllled 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 so11 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. Soll 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 sail is at optimum moisture content for working. 12. METHOD 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 trunks 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, altemate 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 soils 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 after allowing for watering and settling and shall bear the same relationship to the finish grade that It did to the soil 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 GR.OUNDCOVER.S. A. Vines and shrubs 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 ln 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 pt1orto 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 soll, then backfill and water. 3. Flatted plants shall be well-rooted with runners at least 4" but not more than 6" In length. 15. TR.l!l!S AND VINE OCCUR.RING IN LAWN Trees and vines occurring In lawn shall be planted before final preparation of those areas. 111. CAR.I! OF PLANTS BEFORE AND DUR.ING 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 while being placed In the ground. WIited plants, whether in place or not, will not be accepted and shall be replaced at the Contractor's expense. 17. WATER.ING BASINS lB. WATl!R.ING A. Immediately after planting, 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 orten 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. TR.EE 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 stake 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 rubber 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 5'-0" of hardscape areas (I.e. walls, sidewalks, buildings, 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. ESPALIER.ING 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. CERTIFICATES In addition to any other certificates 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 final acceptance of the work by the Landscape Architect and City. 24. MAINTl!NANCI! 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, shrubs and trees, edging, aerating, and mowing of lawns, fertlllzlng 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. Exterminate 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 MAINTENANCE 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 final 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. D. 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. 26. GROUND COVl!R. AND SHRUB MAINTl!NANCI! A. Watering: New plantings shall be watered once per day for two (2) weeks after Installation. Reduce watet1ng 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 5 % by weight as per manufacturer's recommendations two (2) weeks after installation. For control of cutworms and other soil Insects, apply Metro brand solldrin as per manufacturer's recommendations two (2) weeks after installation. This product contains Dieldrln, Undane, and Phosphorothloate. Exterminate 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 shrub 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 fertlllze 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 COVl!R. AND TURF) Material Application and Equipment a. Mixing shall be performed in a tank with a built-In continuous agitation and reclrculatlon 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 circulation 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. Wl!l!D ABATEMl!NT PR.OGRAM Upon completion of the IITigatlon system and arter all existing weeds have been removed from the planting areas, the following weed prevention shall be used: Apply fertilizer mixture by spray per acre as follows: 300 lbs. 12· 12· 12 commercial fertilizer 300 lbs. urea formaldehyde 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 following time schedule: Fertilize/Water Walt Spray the post-emergent Pest control Advisor recommendations Fertilize/Water Spray Weed Mixture Fertilize/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 following 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 soil, 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 R[Vl£WED BY: INSPECTOR "AS BUILT" DATE DATE LAND CONCERN LAND'SCAPB ARCHITWC~DK ■ t------+--+----------+--+----1--~"-----l ~ CITY OF CARLSBAD I S2H££T4S I L.!..:!:..Q.J PLANNING DEPARTMENT LA COSTA GREENS NEIGHBORHOOD 1.08 t----+---+------------------+---+----~-_ji---1 ~oVEn A ~~/:__c'lo~--·~----'-1-lt/-Q/ ASSISTANT PLANNING DIRECTOR DATE l--:O:-,l>\-TE-+,N-,-TM-L-if-------------------l--DA-TE-+----1-----l-----1 ~-0;~;=.N~~B~Y.-=~--=~--==--==--~~:::::::~=P=R=a=J=E:::c=r==N=a=.==:;-;:=D=RA=~=l=N=G=N=O~. INITML OAT£ INITIAL <;,,~:o"DeB~.'.---CT 02-23 11106-6'1 OTHER APPROVAL CITY APPROVAL ~rn, •. I'+ 11 E:NCINE:E:R OF WOR, REVISION DESCRIPTION 008-20· 1' r ~10-24 1·1 .. oor-s-1• 006-13-1• .. l \ ____ .. , ,.. ___ _ 004-1-1· '' . ~ &:¥&:@::..!J!!!!lt010c 003-13"-1· ~:i:-~~ llf'lfiSl"S-1/Al.V;i llll"&'II.M~i.OWl'E!Gl:R AS-BUILT APPROVED FOR PLANTING 11 "AS BUILT" AND IRRIGATION ONLY, ~111.../Jtb--~ __,__1/n=/6-'-1 _ INCLUDING PRECISE DATE LOCATION OF PLANTING AREAS INSPECTOR BASE a PIPE SIZING LABELED ON PLAN. ALL PIPE DOWNSTREAM FROM 1" IS TO BE 3/4" IN SIZE. 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-J081 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 AU. 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 .. .,,..,., ..... . .. ......... ... . ' .. ' ....... ' .... " SHADED AREAS ON THIS SHEET SHALL BE IRRIGATED WITH RECLAIMED WATER AND MAINTAINED BY HOME OWNERS ASSOCIATION. g ",' 111: NNt 17-1" ~-... t'OAKVAI.Yl t'IIIQ\F.ll'Nl'IIE.Wlffl:!I 1Q'Wllfl(/\VIIL\'l 1:BBAA911-l'l0'.II~ AS-BUil T LEGEND WM GV BV RP MS FS ARV QC © \ ® WATER METER GATE VALVE BALL VALVE BACKFLOW PREVENTER MASTER VAL VE FLOW SENSOR AIR RELIEF VALVE QUICK COUPLER MAINLINE I STREET CROSSING EDGE OF HARDSCAPE MAINLINE 12" FROM FRONT OF WALK MAINLINE/ SIDEWALK CROSSING s C ~ I I 0 •· ............ . .. . .,.," ,. .. . " "'""'' .. . . . . . . . . . . . . . . . . . ., ....... .. .. ' ............. . . ..... . . "" . . " " . ' .... . . . '. " . " .. . . . . . . . ' .... . ' .. ,. .... " .,, ...... ' "'" . . ' . . . ' ' . . ' . . '""''"'" ............ A L 40 NON SHADED AREAS OUTSIDE THE HOME OWNER LOTS ON THIS SHEET SHALL BE IRRIGATED WITH DOMESTIC WATER ANO 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. E ALL VAL VE 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. REFER TO SHEETS 20 TO 25 FOR IRRIGATION NOTES, LEGENDS, DETAILS. SPECIFICATIONS, AND METER INFORMATION. REFER TO HOMEOWNER POC AND CONTROLLER NOTE I DETAL FOR CONTROLLER TYPE AND EQUIPMENT LOCATION KEYMAP I WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSULTING 1750 East Deero Avenue, SantaAm, CA92/05 /949) 553-31!10 /949) 752--0769FAX l---+---+---------------1---------4---1--'"--1 cm C ITYPLA~!G o?p!~E~~BAD AS-BUILT PLAN FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 -. -... .. a .. -\ ! ·. ~ \ \ ·. ; \ \ \ fir;::ll ~· \ \ \ I \ I APPROVED \ \ \ \ \ \ ' I \ ' I I \ \ \ \ ' \ \ \ I I \ I \ I I \ I I . \ i \ 1 I I I \ \ \ \ \ I \ \ I I \ I \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ \\\ FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS BASE b AS BUILT - "AS BUILT" ~-------1/ri/01 DATE REVIEWED BY: ;,..,fv{ f;r. ~it· l-~-"1 DATE INITIAL INSPE"CTOR DATE ENG!NffR OF WORI PIPE SIZING LABELED ON PLAN. ALL PIPE DOWNSTREAM FROM 1" IS TO BE 3/4" IN SIZE. AS-BUil T LEGEND WM WATER METER GV GATE VALVE BV BALL VALVE RP BACKFLOW PREVENTER MV MASTER VALVE FS FLOW SENSOR ARV AIR RELIEF VALVE QC QUICK COUPLER @ MAINLINE I STREET CROSSING @ EDGE OF HARDSCAPE @ MAINLINE 12" FROM FRONT OF WALK @ MAINLINE I SIDEWALK CROSSING s C ~ I I 0 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 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 CXlMMON 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 . . . . . . . ' . . . . . . ···»···· .... .. . ............ . . .. ....... . ............... . . . . . . " ... " ' . ............... .............. ., ........... ............... ... , ......... .. " ............. . ............... . ............... . ............... A L 40 INITIAL OAT£ 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. E I 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. REFER TO SHEETS 20 TO 25 FOR IRRIGATION NOTES, LEGENDS, DETAILS, SPECIFICATIONS, AND METER INFORMATION. REFER TO HOMEOWNER POC AND CONTROLLER NOTE I DETAIL FOR CONTROLLER TYPE AND EQUIPMENT LOCATION KEYMAP BASEe .... WATER CONCERN, LID LANDSCAPE /RR/GA TION CONSULTING 1750 East Deere Avenue, Santa Ana, CA 92705 (949) 553-3190 (949) 75UJ769FAX I SiE6 I CITY OF CARLSBAD ls2sl PLANNING DEPARTMENT AS-BUILT PLAN FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED y~ v /-/Cl-07 ASSISTANT PLANNING DIRECTOR DATE OWN BY: !RR TEMI DRAWING NO. PROJECT NO. INITIAL CHKD BY: !RR TE"MI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL R\IWO BY.· !RR TEMI I CT02-23 I 406-6L - a • i',. --, - I NNll· 16-1'1 I r -'"" I REFER TO FIRE SECTION F.3-1 AND F.3-2 CITY OF CARLSBAD LANDSCAPE MANUAL ZONE A-1 ZONE A-2 ZONE A-3 l ' I I MM17 -16-1' MM16 · 17· I' a MMl5 • 18· I' ' \ ' \. ' \ ' \, r " I /1 I I I I I I i / i ! // I' /1 v I • CO!ff:CT 1-112' LATI:AAL TO 1' VAL VE. IRRIGATIONSERVEDBY WATERMETER#19, CONTROLLER 'D'. REFER TO LA COSTA GREENS DEVELOPER PACKAGE PREPARE BY LAND CONCERN. '>"',~-... ' -- A s -BUILT "AS BUILT" APPROVED FOR PLANTING ~ e.M#l,,,------~ AND !RR/GA T/ON ONLY, 1lu..loz INCLUDING PRECISE DATE LOCATION OF REVIEWED BY: ~A-r 6r-~t~1r PLANTING AREAS I· 1S-c'1 INSPECTOR DATE SEE SHEET 18 BASE c OAT[ INITIAL WM GV 8V RP MV FS ARV QC I ©® PIPE SIZING LABELED ON PLAN. ALL PIPE DOWNSTREAM FROM 1" IS TO BE 3/4" IN SIZE. AS-BUil T LEGEND WATER METER GATE VALVE BALL V/IJ. VE BACKFLOW PREVENTER MASTER VALVE FLOW SENSOR AIR RELIEF VALVE QUICK COUPLER MAINLINE/ STREET CROSSING EOOE OF HARDSCAPE MAINLINE 12" FROM FRONT OF WALK MAINLINE I SIDEWALK CROSSING s i1zJ I 0 C I 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 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 Alt COMMON WIRES TO BE 14 GA. THROUGHOUT PRQJECT. 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 MlN. 2" DIA. WIRE SLEEVE. ALL SLEEVES TO EXTEND MINIMUM 12" BEYOND PiWING. DOMESTIC WATER LINE NOTE CONTRACTOR SHALL MAINTAIN A MIN. 10' HORIZONT/IJ. 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 ,. ... ,. . " ... ., . .s,,,.,, ........ " ''"""''"'"'''' .. .. ......... . .... .... .. ". "".' .................. .................. .... •·····"•'"'' .................. . '" .............. ' ... '"'.".' .. " .. .. ·········· ... . .... , ............. . ....... ' ..... ' .. . ................... SHADED AREAS ON THIS SHEET SHALL BE IRRIGATED WITH RECLAIMED WATER ANO MAINTAINED BY HOME OWNERS ASSOCIATION . NON SHADED AREAS OUTSIDE THE HOME OWNER LOTS ON THIS SHEET SHALL BE IRRIGATED WITH DOMESTIC WATER ANO MAINTAINED BY HOME OWNERS ASSOCIATION . ' NON SHADEO AREA.'l INSIDE THE HOME OWINER LOTS ON THIS SHEET SHALL BE IRRIGATED WITH DOMESTIC WATER AND MAINTAINED BY HOME OWNER. REFER TO APPROPRIATE NOTES, LEGEND. DETAILS, ANO SPECIFICATIONS. ALL VAL VE BOXES SHOWN ARE DIAGRAMMATIC ANO ARE INTE;NOED TO BE PLACED IN PLANTING AREAS. ALL PIPE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMATIC ONLY. INSTALL PIPING IN PLANTING AREAS 0NL Y. REFER TO SHEETS 20 TO 25 FOR IRRIGATION NOTES, LEGENDS, DETAILS, SPECIFICATIONS, AND METER INFORMATION . REFER TO HOMEOWNER POC AND CONTROLLER NOTE/DETAIL FOR CONTROLLER TYPE AND EQUIPMENT LOCATION KEYMAP BASEe A L E 40 INITIAL [)ATE WATER CONCERN, LID LANDSCAPE IRRIGATION CONSULTING 1750 East Deere Avenue, Santa Mil, Cl\ 92705 /949) 553-319/J (9411) 71i2./Jl69FAX I si1 I CITY OF CARLSBAD ls2sl PLANNING DEPARTMENT AS•BUILT PLAN FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED v\ -, ~ /-/9-07 ASSISTANT PLANNING DIRECTOR DATE OWN Br !RR TEAM PROJECT NO. DRAWING NO. INITIAL CHKD 8Y: !RR TEAM ENGINITR OF WOR1 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RI-WV BY: !RR TEAM I CT02-23 I 406-6L ,,: ,~e ··• ~N-N-13---6--1~. NN12 ·11·1' I NN11 ·30· 1'1 WM GV BV RP MV FS ARV QC MM3· 28· 1' MM2· 23· 1' AS-BUil T LEGEND WATER METER GATE VALVE BALL VALVE BACKFLOW PREVENTER MASTER VALVE FLOW SENSOR AIR RELIEF VALVE QUICK COUPLER f I I I I I i 1 POBflDFQOlalEC1'IONIOA, ilrJii.itiiii:teil ?'Q.TEVA,.\/E 'Z'~ !'REYENJal 1.{/'\IAiFli~\11,l\1; UraR~ftfMJllN&<:fl I MAINLINE I STREET CROSSING AS BUILT EDGE OF HARDSCAPE ®® MAINLINE 12" FROM FRONT OF WALK -MAINLINE I SIDEWALK CROSSING "AS BUILT" APPROVED FOR PLANTING r;;k.o~JJ.~ AND IRRIGATION ONLY, -----I /,2./p 1 - INCLUDING PRECISE DATE LOCATION OF REVIEWED BY: t,., 11.,[ &r. ~l.Pir PLANTING AREAS ~l._,07 INSPECTOR DATE I MM22·24·1'1 •I BASE d DAT£ INITIAL ENGINEER OF WOR, PIPE SIZING LABELED ON PLAN. ALL PIPE DOWNSTREAM FROM 1" IS TO BE 314" IN SIZE. s C I DAT£: 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 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 ANO 12" VERTICAL SEPARATION BETWEEN ALL DOMESTIC AND RECYCLED WATER LINES. RECYCLED WATERLINES SHALL BE SLEEVED AT ALL DOMESTIC WATER LINE CROSSINGS. REFER TO DETAIL FOR MORE INFORMATION. MAINTENANCE RESPONSIBILITY NOTE ..... ' . ". . ... ., . ...... "" '""" SHADED AREAS ON THIS SHEET SHALL BE IRRIGATED WITH RECLAIMED WATER AND MAINTAINED BY HOME OWNERS ASSOCIATION . .. --·--·· ..... . ,.,,,.,,., ...... , ........ , ...... . . "." " .. . . ., .... . . . . .. . . .. . .. A L 40 INITIAL OAT£ 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 ANO ARE INTENDED TO BE PLACED IN PLANTING AREAS. ALL PIPE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMATIC ONLY. INSTALL PIPING IN PLANTING AREAS ONLY. E INmAL REFER TO SHEETS 20 TO 25 FOR IRRIGATION NOTES, LEGENDS, DETAILS, SPECIFICATIONS, AND METER INFORMATION. REFER TO HOMEOWNER POC AND CONTROLLER NOTE I DETAH.. FOR CONTROLLER TYPE AND EQUIPMENT LOCATION KEYMAP ' ,,;;,.,,r:1,'-\ >;·,•.,: WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSULTING 1700 East Deere Avenue, SantaAna, C,19271)/j (949) 553-311IO (!149) 752../Jre9FAX I 5ial CITY OF CARLSBAD PLANNING DEPARTMENT AS-BUILT PLAN FOR: LA COSTA GREENS l52sl NEIGHBORHOOD 1.08 APPROVEL Yi '1,u /-l'"t·O? ASSISTANT PLANNING DIRECTOR DATE OWN BY.-IRR TEAM PROJECT NO. DRAWING NO. CHKO BY: IRR TEMI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL R\M'D BY: /RR TEAM CT02-23 406-6L •_I'll'!' _Ill lll_lil!~~--~-·-_•_;,_·_c .c __ _ I'' .... ,,-, · """''•• ••··~~ "'~~y-·····f,~i,f',c., ·••-,,~, BASE e AS BUILT -• ~ "AS BUILT" APPROVED FOR PLANTING ~~ AND IRRIGATION ONLY, 1lr'-L~1 INCLUDING PRECISE DATE LOCATION OF RE;J:(Bi. ~Li,T} PLANTING AREAS 1· l•o-r DAT£ INITIAL INSPECTOR DAT£ £NGIN£:£R OF WORI WM GV BV RP MV FS ARV QC © ® @® PIPE SIZING LABELED ON PLAN, ALL PIPE DOWNSTREAM FROM 1" IS TO BE 314" IN SIZE. AS-BUil T LEGEND WATER METER GATE VALVE BALL VALVE BACKFLOW PREVENTER MASTER VALVE FLOW SENSOR AIR RELIEF VALVE QUICK COUPLER MAINLINE I STREET CROSSING EDGE OF HARDSCAPE MAINLINE 12" FROM FRONT OF WALK MAINLINE I SIDEWALK CROSSING s C :slzj I I 0 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 SCHEDU.ED 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. AND ALL COMMON WIRES TO BE 14 GA. THROUGHOUTPROJECT. 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 WITHA 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 DETAR.. FOR MORE INFORMATION. MAINTENANCE RESPONS-IBILITY NOTE q•·· . 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 A L 40 INITIAL DATE BE IRRIGATED WITH DOMESTIC WATER AND MAINTAINED BY HOME OWNER. REFER TO APPROPRIATE NOTES, LEGEND, DETAILS, AND SPECIFICATIONS. E ALL VAL VE 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 0NL Y, REFER TO SHEETS 20 TO 25 FOR IRRIGATION NOTES, LEGENDS, DETAILS, SPECIFICATIONS, AND METER INFORMATION. REFER TO HOMEOWNER POC AND CONTROLLER NOTE I DETAR.. FOR CONTROLLER TYPE AND EQUIPMENT LOCATION KEYMAP BASEe I IN!TfAL WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSULTING 1750 East Deere Avenue, Santa Ana, CA !l2705 /949) 553-31 go /949) 752--0lli!I FAX I 1E9 I CITY OF CARLSBAD ls2sl PLANNING DEPARTMENT AS-BUILT PLAN roR: LA COSTA GREENS NEIGHBORHOOD 1.08 APPROV£D .A Yi 7 '111.1, /-l°!-07 ASSISTANT PLANNING DIRECTOR DATE OWN BY: !RR Tf;W PROJECT NO. DRAWING NO. CHKD BY: !RR TEN,/ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: /RR Tf.AM CT02-23 406-6L ~IOA MAINTAINED AREAS -EQUIPMENT LEGEND III jPM I ~ ® EB ® z FH ........;.... ________ _ !X##-##-#.#"I~'---- ''---------- 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 BLACK GUARD 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 VALVE 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. BO 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 VAL VE SIZE (RECYCLED) NOTE: 'CONTRACTOR SHALL OBSERVE RECYCLED/ 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 PA8S PRS 12 F RAINBIRD PASS PRS 12 H RAINBIRD PA8S PRS 12 T RAINBIRD PA8S PRS 12 Q RAINBIRD PASS PRS 12 VAN RAINBIRD PASS PRS 10 F RAINBIRD PASS PRS 10 H RAINBIRD PASS PR$ 10 T RAINBIRD PASS PR$ 10 Q RAINBIRD PASS PRS 10 VAN RAINBIRD PASS PRS 8 F RAINBIRD PASS PRS 8 H RAINBIRD PASS PRS 8 T RAINBIRD PASS PRS 8 Q RAINBIRD PASS PRS 5H RAINBIRD PASS PRS 5Q 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 ~AlNBIRD 1812 SAM PRS 12 H RAINBIRD 1812 SAM PRS 12 T RAINBIRD 1B12 SAM PRS 12 Q RAINBIRD 1812 SAM PRS 12 VAN RAINBIRD 1812 SAM PRS 10 F RAINBIRD 1812 SAM PRS 10 H RAINBIRD 1812 SAM PRS 10 T RAINBIRD 1812 SAM PRS 10 Q RAINBIRD 1812 SAM PRS 10 VAN RAINBIRD 1812 SAM PRS 8 F RAINBIRD 1812 SAM PRS 8 H RAINBIRD 1812 SAM PRS 8 T RAINBIRD 1812 SAM PRS 8 Q RAINBIRD 1812 SAM PRS 5H RAINBIRD 1812 SAM PRS 5Q RAINBIRD 1806 SAM PRS 15CST *** TURF POP-UP HEADS *** 0 • RAINBIRD 1806 SAM PRS 5H RAINBIRD 1806 SAM PRS 5Q FULL HALF THIRD QRTR VAN FULL HALF THIRD QRTR VAN FULL HALF THIRD QRTR HALF QRTR 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' 2.60 1.30 0.87 0.65 0.65 1.BO 0.80 0.50 0.40 0.40 1.04 0.52 0.35 0.26 0.20 0.10 2.80 1.30 0.87 0.65 0.65 1.60 0.80 0.50 0.40 0.40 8' 1.04 8' 0.52 8' 0.35 8' 0.26 5' 0.20 5' 0.10 4'X30' 1.21 5' 5' 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 1.78 1.78 VAR 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 VAA 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 ...., FULL PART QTR, @] @ @ [ill @ @ ~@® rm @ @ @] @ @ ~@@ @I @) @ @I @ @ [DJ @ @ llEI ® ® Im ~ ® Ill ~ ~ Im ~ ~ t!!!I ~ G Im ® ® 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 g PGS -38V ADV ADV 8 PGS -36V ADV ADV 7 PGS -38V 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 -38V ADV ADV 1-10 -36V ADV ADV 1-10 -36V ADV ADV 1-10 -36V ADV ADV 1-10 -36V ADV ADV 1-10 -36V ADV ADV 3.0SR 2.0SR 1.5 SR 1.0 SR 0.75 SR 0.50 SR *** 12" POP-UP SHRUB STREAM ROTOR••• FULL PART QTR. FULL PART QTR. ~ @ @ PGH -3RV ARV ARV PGH -36V ADV ADV 9 el @ @ PGH -3RV ARV ARV PGH -36V ADV ADV 8 (m @ @ PGH -3RV ARV ARV PGH -38V ADV ADV 7 el @ @ PGH -3RV ARV ARV PGH -36V ADV ADV 6 el @ @ PGH -3RV ARV ARV PGH -36V ADV ADV 5 §I @ @ PGH -3RV ARV ARV PGH -38V ADV ADV 4 @J @ @ PGH -3RV ARV ARV PGH -36V ADV ADV 3 ~ @ @ PGH -3RV ARV ARV PGH -36V ADV ADV 2 § @ @ PGH -3RV ARV ARV PGH -36V ADV ADV 1 l!I <!) ® Ill <ll ® Ill iii ® Im ® ® Ill G @ l:li1 is @ FULL PART QTR. FULL PART QTR. 1-20-HP -3RV ARV ARV 1-20-HP -36V ADV ADV 3.0 SR 1-20-HP -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' 1 B' 46' 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 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 5.5 50 4.2 50 3.4 50 2.7 50 2.0 50 1.6 50 1.2 50 0.9 50 0.7 50 3.0 2.0 1.5 1.0 .75 .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 PLANDNG AND !RR/GA T!ON ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS HOMEOWNER MAINTAINED AREAS -ROTOR LEGEND MANUFACTURER FLOW SYMBOL SPRINKLER TYPE MODEL NO PATTERN RATE RADIUS PRES. PRECIP SHRUB POP UP ROTORS @:I] ROTOR POP UP @ ROTOR POP UP @ ROTOR POP UP '21'=· '<e.!/ 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 300S NOZZLE 9 TORO XP 300S 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 VAR. 2.20 1.10 0.80 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 0.80 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. 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 0.58 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 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 0 l><I <D HUNTER ASV-101-1" ANTI-SIPHON ELECTRIC VALVE WITH FLOW CONTROL, NPT INLET HUNTER HPV-I0IA-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 I" -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 (iB~ DENOTES FLOW HOMEOWNER MAINTAINED AREAS · SPRAY HEAD LEGEND FLOW SYMBOL SPRINKLER TYPE MANUFACTURER MODEL NO. PATTERN RATE RADIUS PRES. PRECIP. • ii' t ii' 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 RAINBIRD PASS PRS 12 T RAINBIRO PA8S PRS 12 Q RAINBIRD PA8S PRS 10 F RAINBIRD PASS PRS 10 H RAINBIRD PASS 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 PR$ 5 H RAINBIRD PASS 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 POP UP 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 1808 SAM BF RAINBIRD 1806 SAM 8H RAINBIRD 1806 SAM BT RAINBIRD 1806 SAM BQ RAINBIRD 1806 SAM 5H RAINBIRD 1806 SAM 5T RAINBIRD 1806 SAM SQ 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.BO 1.30 0.87 0.65 1.60 0.80 0.50 0.40 1.04 0.52 0.35 0.28 0.20 013 0.10 2.60 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' 10' 10' B' B' 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 30 30 30 30 30 30 30 30 30 30 30 30 30 30 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 RSO-CEx HOMEOWNER POINT OF CONNECTION TIE INTO EXISTING SERVICE LINE WATER SUPPLY AT THE WATER METER. INSTALL A LINE SIZE GATE VALVE. PRESSURE REGULATOR, ANO 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. ·, .'. f',WW{'''f. •' '""'' . 1 . : •. ' C w''ii :., • .. \ • ' ,.. < • WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSUL TING 1750 Esst De81" Avenue, Sant• Ano, CA 92705 (949) 553-3190 (949) 752-0769 FAX 2.01 2.01 2.01 2.01 1.78 1.78 1.78 1.78 1.83 1.83 1.83 1.B3 1.83 1.83 1.83 2.01 2.01 2.01 2.01 1.7B 1.78 1.78 1.78 1.83 1.83 1.83 1.83 1.83 1.83 1.83 t---+---+----------1-----1---1--_J__---l~ CITY OF CARLSBAD I S2HEE4TSI ~ PLANNING DEPARTMENT "AS BUILT" DATE Rf11/EWEO BY: INSPECTOR DATE ~ flOl'l I ") t"UK: LA COSTA GREENS NEIGHBORHOOD 1.08 Ait7j'OV£~ /' 1_ / J IV.J~ -,-/t/--0'/ ASSISTANT PLANNING DIRECTOR DATE t--;:DA:;TE;:;::--t-::,N:::IT/,AL;;:-;--t-----------------+-DA-TE-+--+---1---1 ~D~tl>:~'N=~B~Y.-=_~,R~R:_~W,~_~M~~~1~==P=R=o=J=E=c==r=N=o=.==:;-1-;::::DR.=i4=Mo:=1N=G=N=O~. INITIAL DAI< INITIAL CHKD BY, /RR TEAM er o2-23 406-6L REVISION DESCRIPTION --ENGINEER OF WOR, OTHER APPROV/v. C/lY APPROVAL RVWD BY: !RR TE"AM Wire.Connect FOR WIRE SIZES NO, 14, 12 AND 10 ,,------_. SUP BASE SOCKET OVER -f:2] _ END O~_ WIRES. L. STRIP WIRES APPROXIMATELY S/8" FROM ENDS TWIST ENDS TOGETHER. / -----• APPLY SEALER TO OUTSIDE OF SEALING PLUG. FILL CAVITY WITH Sf:ALER ~fil,'"" EJ VJ 1 •PUT CRIMP SLEEVE OVER WIRE ENDS. CRIMP SLEEVE AND CUT OFF EXCESS WIRE. I • PULL BASE SOCKET OVER WIRE END l AS FAR AS POSSIBLE ~~s - I;; '-, -• PUSH SEALING PLUG INTO SOCKET BASE: r PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION p.j ..... .... ............_. RAINBIRD PEN-TITE WJFlE CONNECTOR OR APPROVED EQUAL FOR WIRE SIZES LARGER TI-lAN NO, 10 ,--.., STRIP WIRES APPROX. 5/8" I -FROM ENDS r--eTWIST CONNECTOR UNTIL j WIRE ENDS REACH BOTTOM d ~ AFTER MIXING CONTENTS OF \ SEALING PACK IN ACCORDANCE WITH INSTRUCTIONS, CUT 1/2" OFF \ END OF PACK AND INSERT \ CONNECTOR TO OPPOSITE END, If©~- ~--e WRAP OPEN END OF SEALING \ PACK WITH TAPE AND LEAVE IN RAISED POSITION UNTIL RESIN \\ JELLS. (APPROXIMATELY 8 MIN. AT 72 Of.) !/2" FROM FINISli POP UP SPRAY HEAD GRADE ~--------.. REFER TO LEGEND FOR SPECIFICATIONS _--""--':_-NOTE: ALL HEADS TO BE SET 6" MIN. FROM All HARDSCAPE SURFACES OR WALLS. ~------FINISH GRADE f-----:1"+------. IN TURF -----• IN SHRUB ,,,,------◄ MARLEX STREET Ell, TYP. / ~----◄SCH. 80 PVC NIPPLE ~---..LATERAL LINE-SIZE PER PLAN ' .,--. SCH. 80 PVC NIPPLE I I~ MARL EX STREET ELL / ," SCH. 40 PVC SxSxT TEE OR ELBOW ~------<t POP UP ROTOR· REFER TO LEGEND NOTE: ALI. ROTOR HEADS TO BE SET6" CLEAR FROM ALL HARDS CAPE SURFACES • - ALL ROTOR HEADS TO HAVE PURPLE RECLAIMED WATER 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 ,---~.JI WITH RECLAIMED WATER LATERAL WIRE CONNECTIONS GENERAL POP UP-FLAT GENERAL ROTOR POP UP· FLAT GENERAL 11111:-1.., ~.,.,;,'-e 10' ROUND GREEN VALVE BOX (PURPLE IF USED WITH RECYCLED WATER) HEATBRAND"AVR" _.,.---• AGRICULTURAL PRODUCTS, INC. ARV-2VALVE-2" ,,--_. 2" SCH. BOT X T PVC COUPLING TO BE LINE SIZE WITH ARV-2 ,,--_. SUPPORT BRICKS -TWO REQUIRED .,,---e 12" MIN. DEPTH OF 314' CRUSHED GRAVEL ilinn!I----◄ 2" SCH. BO PVC NIPPLE. LENGTH TO BE DETERMINED TO GIVE ARV-2 VALVE a• CLEARANCE WITH TOP OF VALVE BOX "'---_. 90% COMPACTED SUB-GRADE ___.---e TEE FITTING. CONTRACTOR SHALL VERIFY TYPE OF FITTING WITH SPECIFICATIONS AND PIPE LEGEND. CONNECTION TO ARV VAL VE TO BE THREADED. AIR/ VACUUM RELEASE VALVE HOA MAINTAINED AREAS ONLY STREET SURFACE\ ezzzzzzzzzzz4za POTABLE SERVICE LINE (SEE IMPROVEMENT 3.5 FEET DRAWINGS) 12' MINIMUM REQUIRED VERTICAL SEPERATION RECYCLED WATER ~ 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 SIDEWALK CURB METER BOX WITH METER 24" 1 " APPROX. 8" POTABLE SERVICE LINE- MINlrUM _7171rtcr.M'iilN-iilr.M;c,U,:;M.,.T;;,O,,,P,;,0;;,TAB;=Lc0Ec.-__ l ~ MAINLINE IN STREET -, \ RECYCLED WATER IRRIG~ MAINLINE WlTH SLEEVE NOTE : VERTICAL CLEARANCE OF 12n 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: INSTALi. PER ALL LOCAL CODES ~GREEN, BOLT LOCKING PLASTIC / CIRCULAR VALVE BOX• MARKED "GV" WITH EXTENSIONS AS NECESSARY GATE VALVE -•BRASS GATE VALVE, SEE LEGEND FOR TYPE SCH. BO THREAD ONE END (T.O.E.) NIPPLE· TWO REQ'D ------e12" MIN. DEPTH OF 314■ CRUSHED GRAVEL -◄BRICK STABILIZER-4 REQUIRED _, -~ COMPACTED SUB-GRADE -mm NOTE: GATE VALVES UP TO 2" SHALL HAVE MALLEABLE IRON TEE HANDLES. VALVES LARGER THAN 2" SHALL HAVE SQUARE OPERA TING NUTS. HOMEOWNER MAINTAINED AREAS ONLY ELECTRIC CONTROLWIRES MANUAL CONlROL VALVE WI ATMOSPHERICACTUATOR SCH. 80 PVC NIPPLE, VACUUM BREAKER SHALL BE 12" MIN. ABOVE HIGHEST HEAD ON SYSTEM r LENGTHASREQUIRED I I SCH.BO PVC ELBOW, TYP. / ,_. SCH. 80 PVC THREAD ONE AUTOMATIC VALVE / I END(T.O.E.) NIPPLE, CONNECT TO I MAINLINE WITH SLIP COUPLING(TWO REQUIRED FINISHED GRADE MAINLINE HOMEOWNER MAINTAINED AREAS ONLY LINl:n'PE Spray.Toe.Rec.Mx .... FINISH GRADE OF BOTTOM OF SLOPE ALL HEADS TO BE INSTALLED WITH RECLAIMED WATER SNAP CAPS POP -UP HEAD TO BE SET PERPENDICULAR TO SLOE ANGLE. PVC ~----eHIGH POP SPRAY HEAD· / REFER TO LEGEND FOR 6" TYPE NOTE: ALL SPRAY HEADS TO BE ; KEPT A MIN. OF 6" FROM ALI. HARDSCAPESURFACES ~----MAR.LEX STREET ELL, TYP. /_ SCH. 80 PVC NIPPLE, TYP. / ~ SCH. 40 PVC SXSXT TEE LATERAL POP UP ON SLOPE BASE GENERAL ~-------e (2) WARNING TAPE LINes 1 -ON TOP OF SLEEVE 1 -12" ABOVE SLEEVE ------• VEHICULAR OR PEDESTRIAN PAVING -SEE PLAN ,,,-------escH. 40 LATERAL LINE IN A SCH. 40 PVC SLEEVE SIZE TO BE 2X DIAMETER OF LATERAL l.------------e 90% MIN. BACKFILL RELATIVE COMPACTION -+----------• 6• MIN. COVER AND 2" BASE OF SAND BACKALL • ...-,f--=a:""'----------• MAINLINE -SEE LEGEND FOR. TYPE. MAINLINE TO BE SLEEVED 2X DIAMETER OF MAINLINE LOCATION IN LANDSCAPE <2-1/2" .. >2-1/2 DEPTH 18" 24" CONTROL WIRE BUNDLE IN A SLEEVE -SEE PLAN FOR SLEEVE TYPE AND SIZE PRESSURE MAINLINE UNDER VEHICU PAVING IN LANDSCAPE LATERAL LINE UNDER VEIHCULA PAVING <2-1/2" >2-1/2" <2-1/2" >2-1/2" <2-1/2" >2-1/2" 30" 30" 12" 12" 30' 30' ALL WIRES, LATERALS AND MAINL!NE SHALL BE SLEEVED UNDER VEHICULAR AND PEDESTRIAN PAVING CONTRACTOR SHALL COOROJNATE ALL SLEEVING WITH HARDSCAPE CONTRACTOR PRIOR TO FORMING TO ENSURE SLEEVES ARE SET ALL SLEEVES TO EXTEND 12" BEYOND HARDSCAPE SURFACE PIPES UNDER PAVING GENERAL 12" ;;Iii ~i NOTE: INSTALL PER ALL LOCAL COOES. 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 SLIP COUPLING(TWO REQUIRED) !!""""""--FINISHED GRADE Rotor.Toe.Rec POP -UP ROTOR TOBE SET PERPENDICULAR TO SLOPE ANGLE ALL HEADS TO BE INSTALLED WITH RECLAIMED WATER CAPS ~-----eo HIGH POP ROTOR HEAD - REFER TO LEGEND FOR TYPE NOTE: ALL ROTOR HEADS TO BE KEPT A MIN. OF 6" FROM ALL HARDSCAPE SURFACES ,--◄SCH. 40 PVC SXSXT TEE SCH. 40 PVC STREET ELL, TYP. -----es• MIN. LONG SCH. 80 PVC NIPPLE ROTOR POP UP ON SLOPE BASE GENERAL illl · -·· ~ ~-----------e PAVEME~ I I I (2) WARNING TAPE LINES 1 -ON TOP OF SLEEVE 1 -12" ABOVE SLEEVE ,,------e FINISH GRADE ~-------e LATERAL LINE ~-~·---• PRESSURE MAINLINE NOTES: 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES 2. BUNDLE AND TAPE WIRING AT 10' INTERVALS CONTRACTOR SHALL HAVE RECYCLED WATER MAINLINE INSPECTED 3, TIE A LOOSE 20n LOOP IN WIRING AT CHANGE IN DIRECTION GREA~R THAN 30°, UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE BY THE CI1Y INSPECTOR PRIOR TO BACKFILL. CALL (760) 615 6706. TRENCHING GENERAL 4. SEE IRRIGATION SPEOFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS ~--------eSTUB COMMON AND REMAINING CONTROLJ.ER WIRES ,,,--------eCAP & STUB MAINLINE FOR FUTURE IRRIGATION ~-------eVALVE LOCATIONS IN SHRUB AREAS /7,--------eNIBCO T-113 BRASS VALVE AND WILKINS 600 SERIES 1" (PRESSURE REGULATOR TO BE INSTALLED IF STATIC WATER PRESSURE AT WATER METER IS MORE THEN 751'51) ,,,..------HrHt--◄MAINLINE FROM SERVICE LINE POINT OF CONNECTION TO EXISTING SERVICE LINE SERVICE LINE CONTROLLER I RAIN SENSOR LOCATION (SEE CONTROLLER NOTES AND DETAILS) ~::r-,~,1,-f--◄SIOE YARD MAINT. WALK SLEEVES-SEE PLAN, LEGEND, AND DETAILS WATER METER-EXISTING LATERAL LINE MAINUNE ------.!i!!::::.::fl:==:"FACE OF CURB AUTO GLOBE VALVE HOMEOWNER MAINTAINED AREAS ONLY INSTALi. ALL VALVES IN SHRUB OR FUTURE SHRUB AREAS ONLY. HOMEOWNER POINT OF CONNECTION HOMEOWNER MAINTAINED AREAS ONLY WATER CONCERN, LTD LANDSCAPE /RR/GA TION CONSULTING 1750 Eost Deere A""nue, Santa Ans, CA 92705 (949) 553-3190 (949) 752-0769 FAX I 2Er I CITY OF CARLSBAD PLANNING DEPARTMENT .1 .. ._.,~ U...:1AlL!S rut1..: I s2rr4 I "AS BUILT" LA COSTA GREENS APPROVED FOR PLANTING NEIGHBORHOOD 1.08 AND IRRIGATION ONLY, A f?OVEfl-. ~ INCLUDING PRECISE DATE: / ,,.,., 4-lt/-o'/ LOCATION OF ASSISTANT PLANNING DIRECTOR DATE REVIEWED BY: OWN BY: /RR TEAM PROJECT NO. DRAWING NO. PLANTING AREAS DATE: INITIAL DATE: INITIAL DATE INITIAL CHl<D BY: /RR TEAM CT02-23 406-6L REVISION DESCRIPTION RVWD BY: {RR TQ,M INSPECTOR DATE ENGINffR OF WORI OTHER APPROVAL CITY APPROVAL BACKFLOW DEVICE SEE LEGEND FOR TYPE BRASS ELBOW, TYP. ----------MIN. 3" BRASS NIPPLE e---~--+C-'-f-lf BRASS RISER ---~. 2' 6' BRASS ELBOW a-- BRASS --ee1iffi~ss --NOTES: NIPPLE . . 1. THERE SHALL BE NO FmtNGS OR -\---.,/'-.. _-111.ui".· UlLl CONNECTIONS TO OTHER FACILITIES I __ · BETWEEN THE METER AND THE --BACKFLOW ASSEMBLY 2. BACKFLOW PREVENTER MAY NOT BE 1111 \_111_11 __::IN::ST::.A::::L::::LE::::D_::l::,N.:_P\J:::B::::Ll::::C_::R:::IG:::H.:_T-_::O.:_F-_::W.:,:AY.:._ _ _...,lee 1 CU. Ff. {2000PSI) CONC. THRUST BLOCKS. 3. CONSTRUCT 2' HIGH RETAINING WALL. WP.AP PIPES WITH 10 Mil TAPE. ON 3 SIDES OF BACKFLOW PREVENTER COMPACT SUB~GRADE TO 90% PRIOR WHEN INSTALLED ON A 4:1 OR GREATER TO POUR SLOPE OPEN END SHALL BE AT 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.D. STANDARD DRAWING W~20. 6. CITY BACKFI.OW SPECIALIST MUST APPROVE INSTALLATION. CALL {760) 438 2722 EXT. 7152. R.P. BACKFLOW HOA MAINTAINED AREAS ONLY Flow.Plan J ~---<i SENSOR TEE / FLOW SENSOR WIRES-#14 AWG BLACK ANDRE□ II - • #14 BLACK ANO RED WIRE-MAX 2000' / DISTANCE 1 1 I r1 .. PVC CONDUIT TO CONTROLLER (EPOXY ALL / I I ENDPOINTS TO WATERPROOF) 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 Valve.Roe.Union i BRASS UNION PURPLE PVC MAINLINE FINISHED GRADE_-i,;,,;,:: ,,---➔ PURPLE, BOLT LOCKING VALVE BOX MARK 'RCV' -------. T.CHRISTY YELLOW _______ STATION# TAG T.CHRISTY PURPLE ..---IH'l!it--➔ t.;tI5~J1~PANSION COIL lll""'k--11--_. SCOTCH LOC WIRE CONNECTORS (OR EQUAL) AUTOMATIC CONTROL i...;:.;__;...:_;,,...lj{Nl:l4..l¼2:'1:.jl.. .... .,.~dl--VALVE-SEE PLAN FOR TYPE /:1/-~='"":::~:---L_-·-~--SCH.BO PVC T.O.E. NIPPLE --3" SCH.BO NIPPLE ·;:..,...,.1.;;:J.-,;:314;..." CRUSHEDROCK;;,.;-"';_".:M;;,IN""",.;:ll~"'=i .. scH. 80 UNION 11 COMPACTED SUB-GRADE / AUTOMATIC VALVE •8" COMMON BRICK SUPPORT-4 REQUIRED HOA MAINTAINED AREAS ONLY Gate.Rec liilii lliiil liiU ~----tPURPLE,BOLTLOCKABLE I = PLASTIC CIRCULAR VALVE BOX -MARKED 'GV' mm -m Ill ' ttt!§,llllt:'. • T. CHRISTY PURPLE ·" 11111~"111lll"cc RECLAIMED WATER TAG llliliffi!TI11~ 111111 !o 'il --BRASS GATE VALVE, SEE Ill LEGEND FOR TYPE c-:":11111 3/4 CU.FT. CRUSHED ROUNDED GRAVEL. -12" DEEP MIN. ~---<1 8'' DIA CLASS 200 PVC PIPE EXTENSION -LENGTH AS NEEDED ~.,,..,,,.,,--BRICK STABILIZER 11~_.., COMPACTED SUB-GRADE GATE VALVE HOA MAINTAINED AREAS ONLY Basket.Flanged.Rec ~----➔ T. CHRISTY PURPLE RECLAIMED WATER TAG '"'!,---o PURPLE, BOLT LOCKING VALVE BOX WITH EXTENSIONS -MARK 'BS' 1w-"-::Jl_--e FLANGED STAINLESS STEEL l-;;;;,_;;;,_al\~-++l-+-t-+---1~ BASKETSTRAINER WITH 80 '° MESH STAINLESS STEEL ~---SCH. 80 PVC T.O.E. NIPPLE -TWOREO'D 8" COMMON BRICK SUPPORT (FOUR REO'O) 12" MIN. DEPTH OF 314" ' .a CRUSHED GRAVEL 90% COMPACTED SUBGRADE FLANGED BASKET STRAINER HOA MAINTAINED AREAS ONLY #4 REBAA STABAUZER BURY TO 18" !;:! MIN.DEPTH ALL HEADS TO BE INSTALLED WITH RECLAIMED WATER CAPS IF USED WITH RECLAIMED WATER '.::::3--------< SHRUB ADAPTER WITH ROTOR NOZZLE -REFER TO LEGEND FOR ~l.e:_J::::::i:::=[_.sPEctFICATIONS f ALL HEADS TO BE SET 8" CLEAR FROM ALL STRUCTURES STAINLESS ·~:tr=~~--I 1_-_ -_ -_ -_ -_ ➔l---_ ---=T. CHRISTY WATER STICKER IF USED WITH STEEL HOSE RECLAIMED WATER SOURCE CLAMPS KBI (OR EQUAL) IN-LINE ADV AS NECESSARY (2 REQ'D) -+----1--➔SCH. 80 PVC RISER J;;;;;==;;t--➔SCH. 40 PVC ELL -· -•MARLEX STREET ELL. TYP. / ---------•SCH. 80 PVC NIPPLE / •PVC LATERAL LINE -SIZE AS NOTED ON PLAN I -----eSCH. 80 PVC NIPPLE / MARLEX STREET ELL ,-eSCH. 40 PVC SxSxT TEE OR ELBOW ROTOR ON RISER HOA MAINTAINED AREAS ONLY APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF REVIE:WED BY: PLANTING AREAS INSPE:CTOR .,-----e 10" l!OLT LOCKING PURPLE PLASTIC CIRCULAR VALVE BOX -CARSON 910 -3B (HEAT BRAND •PR") ADJUST PRESSURE SETTING PER POTNT OF CONNECTION NOTE llr------4PRESSURE REGULATOR - SEE LEGEND _,-----4 SCH. 80 PVC THREAD ONE ('--==)l_:___dr~~~,ll~ END NIPPLE (T.O.E.) TWO REQUIRED ~-BRICK STABILIZER. (FOUR REQUIRED) PRESSURE REGULATOR HOMEOWNER MAINTAINED AREAS ONLY Thrus!Blk WATER PIPE AND FITTING CONCRETE THRUST BLOCKTO BE POUR IN PLACE TYPE 5 CONG. PIPE TRENCH UNDISTURBED SOIL CONTRACTOR SHALL FOLLOW PIPE MANUFACTURER'S RECOMMENOATIONS FOR SIZING OF THRUST BLOCKS THE CONTRACTOR $HAL PLACE ANY ADDITIONAL THRUST BLOCKS WHERE NECESSARY TO PROTECT FITTINGS FROM PRESSURE OR FLOW SURGE THRUST BLOCKS HOA MAINTAINED AREAS ONLY DATE DATE L..---------4 SHRUB ADAPTER WITH SPRAY NOZZLE -REFER TO LEGEND FOR SPECIFICATIONS ~~L::t:::::~--1--➔ALL SPRAY HEADS TO BE SET 6" CLEAR FROM ALL STRUCTURES -----+--< T. CHRISTY WATER STICKER IF USED WITH '""'!~--+---.1----tRECLAIMED WATER SOURCE , KBI (OR EQUAL) IN-LINE ADV AS NECESSARY ~-+----+--< SCH. 80 PVC RISER 1~ffl1it:=:::=;;;j--•SCH. 40 PVC ELL •MARLEX STREET ELL, TYP. / .. ~-~--<SCH~~:t~~:~~SIZEAS / NOTED ON PLAN ~---t SCH. 80 PVC NIPPLE . •MARLEX STREET ELL ,-eSCH. 40 PVC SxSxT TEE OR ELBOW SPRAY ON RISER HOA MAINTAINED AREAS ONLY DATE INITIAL F:NGINE:CR OF WOR REVISION DESCRIPTION _.--.---,, WALL -oAUTOMATIC CONTROLLER MOUNTED INDOORS. POWER TO BE PROVIDED FROM BUILDING AND CONDUIT INSTALLED PER LOCAL ELEC. CODES ----< JUNCTION BOX FOR 117VAC ELECTICAL CONNECTIONS _____ __., 314" P.V.C. CONDUIT WITH VALVE WIRES ---➔STRUCTURE FOOTING / ---➔ ALL PVC ABOVE GRADE SHALL ttJl'tj:f:i;f BE UVR PVC SCH 40 -.._..__ __ ·-·• 24 VOLT CONTROL WIRES TO ELECTRIC VALVES CONTROLLER • INDOOR WALL MOUNT HOMEOWNER MAINTAINED AREAS ONLY Cont.Top FINISH GRADE Ill~ - FL CONDUIT ~ HUNTERSG-MCSENSORGUARD / ENCLOSURE / /r - / ._. AUTOMATIC CONTROLLER STAINLESS STEEL ENCLOSURE -SEE CONTROLLER NOTE FOR SPECIFICATIONS ~---4 ON/OFF· GFI SWITCH PER CODE --◄ EPOXY SEALANT AROUND / EDGES / r-° 6" MIN. THICK POURED CONC. BASE AS 1 / REQUIRED BY MANUFACTURER'S / I SPECIFICATIONS -,r / /---OSLOPE TO DRAIN PEDESTAL I / / FOUNDATION 'I FIC---l-+1,, / ··· · • 518" X 96" COPPER CLAD ··· · GROUND ROD -ATTACH TO ~ E CONTROLLER CABINET , / """~liJ.-----e 3" PVC LONG SWEEP ELL ~Ii -1illge' A DIRECT BURIAL CONTROL WIRE TO CONTROL VALVES -------------117 VOLT, 60 CYCLE POWER -----.. __ -·----·. _ WIRES IN CONDUIT . --• FOUR (4) 1-112" SCH. 40 PVC CONDUIT FOR SENSOR WIRES CONTROLLER -TOP LIFT HOA MAINTAINED AREAS ONLY ~' '.=," COMPACTED SUB-GRADE .---➔ PURPLE, BOLT LOCKING PLASTIC CIRCULAR VALVE BOX-CARSON 910 HEAT BRANDED "OCV" •OUICKCOUPLER VALVE, SEE LEGEND FOR TYPE. --• T-CHRISTY'S PURPLE RECYCLED WATER TAG 1----➔ BRASS NIPPLE, LENGTH AS REQ. '»-------12" MIN. DEPTH OF 314" CRUSHED GRAVEL ---o BRASS ELBOW fli.-----< BRASS STREET ELL, TYP. i.e:=---< BRICK STABILIZER "IJHll---·• BRASS NIPPLE, 6" MIN. LENGTH PVC SCH. 40 TEE OR ELL ,--''"-,J/)tj"7,~::qPVC MAINLINE, DEPTH AS REO. QUICK COUPLER HOA MAINTAINFn ARJ:4~ nNI V WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSULTING 1750 East Deere Avenue, Sanra Ana, CA 92705 (949) 553-3190 (949) 752-0769 FAX [n] CITY OF CARLSBAD PLANNING DEPARTMENT 15241 ,u ., 1 \JUN lJt: I All~ ru~: LA COSTA GREENS NEIGHBORHOOD 1.08 Af~ROVE~ 4-l'l-ot/ ASSISTANT PLANNING DIRECTOR DATE OWN BY: /Rf!_ TEAM I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: l/!_R TEAM CT02-23 406-6L RVWD BY: //!_R TEAM. OTHER APPROVAL CITY APPROVAL SCOPE Furnish all materials, equipment, services, supervision, transportation and labor necessary to perform all lrrtgallon 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 Speciflcatlons is to Indicate and specify a complete and efficient lnigatlon system ready for use in accordance with the manufacture~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, it is not possible to indicate all offsets, fittings, etc. which may be required. The Contractor shall carefully investigate the slructural 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 the manufacturer's name and address. Additional sheets shall cover operation instructions simple enough to be understood without specialrlized 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 locatlons 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 the 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 speciftcatlons. 5. GUARANTEE A. The entire irrigation system shall be unconditionally guaranteed by the Contractor as to material and workmanship, Including settling of backfllled 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, the Contractor, 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 caused 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. B. There shall be no overspray onto walks, buildings, walls, streets, or as directed by the owner'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. FHtings shall be with standard 125-pound cast bronze threaded fittings, (2) PVC Conduit Pipe that 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 12454B (PVC Schedule 40 & 80) a. Pipe shall conform to ASTM Standard D1785 Cell Class 12454B and ASTM D2241 b. Pipe shall be marked at intervals not to exceed 5' with the following infonnatlon: Manufacturer's 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 12454B, NSF approved. (4) PVC Pressure Rated Pipe -Cell Class 12454B (PVC Class, 200, & 315 and PVC Schedule 40) a. Pipe shall conform to ASTM Standard D1785 Cell Class 12454B and ASTM D-2241 b. Pipe shall be marked at intervals not to exceed 5' with the following information: Manufacturer's 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 12454B, NSF approved. e. Solvent shall be 2721 series !PS-Weld on low volatile blue glue with P68,70 primer or approved equal. Glue and primer es 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. Toe male adapter shall be hand tightened, plus one tum with a strap wrench. Joint compound shall be Permatex Type I I. (6) Gasket 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 vatves 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 Wall Mount Plate: Stainless Steel Wall Mount Plates and hardware used in installation of the enclosure shall be manufactured with 100% Stalnless 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 electrical 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 colorof 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 11RCV'' wilh station numbers for control vatves, "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 consbuctlon sufficiently wide to provide free working space around the work Installed and to provide ample space for backfilling and compacting. (2) Trenches for pipe shall be cut to required grade lines and trench bottom shall 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) Backflll material shall be approved soil. Unsuitable material Including clods and rocks over 1" In size shall be removed from the 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 2" and under 24" over PVC main under pressure for 2 1 /2" and over C. PVC Pipe (1) PVC pipe shall be Installed In a 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 and connected, all necessary work has been completed and prior to the Installation of Irrigation heads, control valves 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 bacldlillng for a period of not less than one (1) hour for potable or four (4) hours for recycled water, and shall show no leakage or loss of pressure. During the test period, minimum test pressure at the highest point of the 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 pltot 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 nozzles on stationary pop-up sprinklers shall be tightened after lnstallatlon. all sprinklers having an adjustment stem shall be adjustad on the lateral line for the proper radius as to avoid overspray onto, but not llmlted to, walkways, walls, fences, roadways, or as directed by the owner's authorized representative. (2) Sprinkler heads and risers shall be Installed according to details. (3) All sprinkler heads with a 1/2" or 3/4" Inlets shall utilize Marlex street ells In the swing joint assemblies. All sprinklers with 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 head 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 plantar beds, where possible. All valves shall be placed in 6" -8" round valve boxes as manufactured by Carson, or approved equal. F. Valve Boxes (1) Valve boxes shell be set one Inch (1") above the designated ~nlsh 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 lnstellation (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 the 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 96" 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 fleld 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 plror to mainline lnspecllon 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 completed with the city inspector present. Contractor 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 to controller. A. Use a Scotch 1619 electrical contact cleaner or equal; spray all knobs; operate or rotate them to clear any corrosion or debris which has accumulated. Any non-oil base electrlcal 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 the controller cabinet. Where valve wires enter the cabinet, the use of a silicone-type gel Is an excellent method of preventing pests from entarlng and helps keep moisture out. F. Use slug and snail bait around the outside of the pedestal. G. Make sure weather stripping inside cabinet door is light 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 all times except INhen programming a unit. shal I. Inspect the valve wires which are attached to the terminal strip Inside controller to be sure they are snug and properly marked. lrrig 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 faw seconds to keep corrosion from building up on the contacts or wafer switches and to keep valve parts moving freely. COUNTY OF SAN DIEGO • DEPARTMENT OF ENVIRONMENTAL HEAL TH 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. 6. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL 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. APPROVED FOR PLANnNG AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REVIEWED BY: INSPECTOR "AS BUILT" DATE DATE 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 STRICTLY 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 BLACKFLOW/CORSS-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/ 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 APPROVED 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 SUBSTITIJTIONS 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 INSTALLED 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 EXCEEDS 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 DIRECTED 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 HEALTH 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. WATER CONCERN, LTD LANDSCAPE /RR/GA TION CONSUL TING 175/J East Deere Avenuo, Santa Ana, CA 92705 /949) 553·3190 (949) 752-0769 FAX l----+--+------------f---+--1---+----I ~ CITY OF CARLSBAD I S2HEITS4 I ~ PLANNING DEPARTMENT DATE: INITIAL DAT£ INITIAL DAT£ INITIAL ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL JUr'il .llUN~ rvl"\.: LA COSTA GREENS NEIGHBORHOOD 1.08 Af', '{IOVEP-A \i..-/ ,, ASSISTANT PLAN"NLIN~G--,-Dl~R~EC~T,~O~R~----- OWN BY: /RR TEAM CHKD BY: /RR TEAM RVWO BY: !RR TEAM PROJECT NO. CT 02-23 lflt/-o'I DATE DRAWING NO. 406-6L . POTABLE METER STATISTIC POTABLE METER STATISTIC POTABLE METER STATISTIC WATER METER STATISTIC WATER METER STATISTIC WATER METER STATISTIC METER #D8 METER #D9 METER #D10 ' METER SIZE: 2IN. METER SIZE: 21N. METER SIZE: 2IN. HYDAULIC GRADE LINE: 510 FT. HYDAULIC GRADE LINE: 375 FT. HYDAULIC GRADE LINE: 375 FT. ELEVATION OF METER: 204 FT. ELEVATION OF METER: 156 FT. ELEVATION OF METER: 132 FT. OVERALL MAX FLOW: 28GPM OVERALL MAX FLOW: 30GPM OVERALL MAX FLOW: 24GPM PRESSURE AT METER: 132PSI PRESSURE AT METER: 94PSI PRESSURE AT METER: 105PSI PRESSURE REQUIREMENT: 106PSI PRESSURE REQUIREMENT: 85PSI PRESSURE REQUIREMENT: 68PSI IRRIGATION PRESSURE CALCULA710N TABLE IRRJGAllON PRESSURE CALCULAllON TABLE IRRIGATION PRESSURE CALCULATION TABLE Water Meter No. DB Size 2" Water Meter No. D9 Size 2" ater Meter No. D10 Size 2" Elevation of Meter 2040' Elevation of Meter 156.0' Elevation of Meter 132.0' Hydraulic Gradlant 510 O' Hydraulic Gradlant 375.0' Hydraulic Gradient 375.0' Static Pressure 1"~2t" . ,.., ... ,) esi Static Pressure 94.8 psi Static Pressure 105.2 esi Source of Information DEX TE!, V'/ILSON ENGINEERING Source of Information DEXTER WILSON ENGINEERING Source of Information DEXTER WILSON ENGINEERING Phone Number (T61J) 43H··44.?2 Phone Number (760) 438-4422 Phone Number (760) 438-4422 Date of Information 6tl 1 /i 999 Date of Information 6/1212003 Date of Information 611212003 Basis for Calculation L0n9e:3i f✓unfl ngtt0s:_ Elrc1val1on/Hig!rnst Flow Basis for Calculation Longest Run/Highest Elevation/Highest Flow Basis for Calculation Longest Run/Highest Elevation/Highest Flow Remote Control Valve A21 Size 1" Remote Control Valve B16 Size 1" Remote Control Valve G11 Size 1 " Demand 22 GPM Demand 17GPM Demand 22GPM Elevation of Elevation of ' Elevation of -Highest head 290.0' Highest head 156.0' Highest head 138.0' Elevation of R.C.V 275.0' Elevation of R.C.V 164.0' Elevation of R.C.V 136.0' Pressure at R.C.V. 7f: psi Pressure at R.C.V. 68 psi Pressure at R.C.V. 78 psi QTY. SIZE !!fil! PSI LOSS QTY. SIZE ITEM PSI LOSS QTY. SIZE ITEM PSI LOSS 2" Water Meter 1.00 2" Water Meter 100 2" Water Meter 1.00 2" Backflow Prev. 12.00 2" Backflow Pre11. 12.00 2" Backftow Prev. 12.00 2" Wye Strainer 3.00 2" Wye Strainer 3.00 2" Wye Strainer 3.00 1 2.5" Gale Valves 0.02 1 2.511 Gate Valves 0.02 1 2.5" Gate Valves 0.02 1 1.5" Master Valve 1.00 1 1.5" Master Valve 1.00 1 1.5" Master Valve 1.00 1 1.25" Flow Sensor 1.00 1 1 .25" Flow Sensor 1.00 1 1.25" Flow Sensor 1.00 Mainline 100' 2" Mainline 0.26 Mainline . Mainline 500' 2" Mainline 1.90 650' 2" Mainline 2.48 1" Automalic Control Valve 2.50 1" Automatic Control Valve 2.90 1" Automatic Control Valve 2.50 Lateral Line Loss 4 00 Lateral Line Loss 4.00 Lateral Line Loss 4.00 Lateral Line Loss ' Lateral Line Loss Lateral Line Loss Lateral Line Loss Lateral Line Loss Lateral Line Loss Lateral Line Loss Lateral Line Loss Lateral Line Loss Fittings Loss (10%) 2.70 Fittings Loss (10%) 2.52 Fittings Loss (10%) 2.64 Elevation Change :rr.2 Elevation Change Elevation Change 2.6 Total System Losses 67 psi Total System Losaea 28 psi Total System Losses 32 psi Pressure Required to operate head _30 psi Pressure Required to operate head 50 psi Pressure Required to operate head 30 psi Total Pressure Required 97 psi Total Pressure Required 78 psi Total Pressure Required 82 psi Lowest Static Pressure Available 132 psi Lowest Static Pressure Available 95 psi Lowest Static Pressure Available 105 psi Pre-set Regulated Pressure 106.6 psi Pre-set Regulated Pressure 85 psi Pre-set Regulated Pressure 67.8 psi Residual Pressure at preset pressure 97 psi Residual Pressure at preset pressure 8 psi Residual Pressure at preset pressure 6.2 esi CONTROLLER 'A' (017-00) CONTROLLER 'B' (018-00) CONTROLLER 'G' (019-00) CONTROLLER TO BE A RAINMASTER DX-2 RADIO, CENTRAL SATELLITE. CONTROLLER TO BE A RAINMASTER DX-2 RADIO, CENTRAL SATELLITE. CONTROLLER TO BE A RAINMASTER DX-2 RADIO, CENTRAL SATELLITE. CONTROLLER SHALL BE INSTALLED IN A STRONGBOX TOP OPENING CONTROLLER SHALL BE INSTALLED IN A STRONGBOX TOP OPENING CONTROLLER SHALL BE INSTALLED IN A STRONGBOX TOP OPENING ENCLOSURE ASSEMBLY MANUFACTURED BY HYDROSCAPE PRODUCTS. ENCLOSURE ASSEMBLY MANUFACTURED BY HYDROSCAPE PRODUCTS. ENCLOSURE ASSEMBLY MANUFACTURED BY HYDROSCAPE PRODUCTS. MODEL NUMBER: MODEL NUMBER: MODEL NUMBER: FOR CONTROLLER '.A' FOR CONTROLLER 'S' FOR CONTROLLER 'G' HS16·SDX-30/HSEV-RADIOIHSDX-RF/HSEV-ANT-FD-KlT/HSDX-03/HSEV-GNDIHSFS-125B HS16-SDX-18/HSEV•RADIOIHSDX-RFIHSEV-ANT-FD-KIT/HSDX-03/HSEV-GND/HSFS-125B HS 16-SDX-18/HSEV-RADIO/HSDX-RF/HSEV-ANT-FD-KITIHSDX-03/HSEV-GND/HSFS-1251!1 SEE POINT OF CONNECTION FOR ANY ADDITIONAL EQUIPMENT TO BE SEE POINT OF CONNECTION FOR ANY ADDITIONAL EQUIPMENT TO BE SEE POINT OF CONNECTION FOR ANY ADDITIONAL EQUIPMENT TO BE UTILIZED BY CONTROLLER. UTILIZED BY CONTROLLER. UTILIZED BY CONTROLLER. 117 VAC POWER TO BE SUPPLIED BY MERCHANT BUILDER. 117 VAC POWER TO BE SUPPLIED BY MERCHANT BUILDER. 117 VAC POWER TO BE SUPPLIED BY MERCHANT BUILDER. LANDSCAPE CONTRACTOR SHALL MAKE FINAL CONNECTION. LANDSCAPE CONTRACTOR SHALL MAKE FINAL CONNECTION. LANDSCAPE CONTRACTOR SHALL MAKE FINAL CONNECTION. LOCATION OF CONTROLLER SHALL BE SHOWN ON PLANS AND SHALL LOCATION OF CONTROLLER SHALL BE SHOWN ON PLANS AND SHALL LOCATION OF CONTROLLER SHALL BE SHOWN ON PLANS AND SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ALL IRRIGATION HEADS NEAR CONTROLLER SHALL BE MOVED AND ALL IRRIGATION HEADS NEAR CONTROLLER SHALL BE MOVED AND ALL IRRIGATION HEADS NEAR CONTROLLER SHALL BE MOVED AND ' THROTTLED TO ELIMINATE OVER.SPRAY ONTO THE CONTROLLER ENCLOSURE. THROTTLED TO ELIMINATE OVERSPRAY ONTO THE CONTROLLER ENCLOSURE. THROTTLED TO ELIMINATE OVERSPRAY ONTO THE CONTROLLER ENCLOSURE. POINT OF CONNECTION #D8 POINT OF CONNECTION #D9 POINT OF CONNECTION #D10 POTABLE WATER SOURCE POTABLE WATER SOURCE POTABLE WATER SOURCE MERCHANT BUILDER SHALL FURNISH AND CARLSBAD MUNICIPAL WATER MERCHANT BUILDER SHALL FURNISH ANO CARLSBAD MUNICIPAL WATER MERCHANT BUILDER SHALL FURNISH ANO CARLSBAD MUNICIPAL WATER DISTRICT TO INSTALL A 2" WATER METER WHERE SHOWN AND LABELED ON DISTRICT TO INSTALL A 2'" WATER METER WHERE SHOWN AND LABELED ON DISTRICT TO INSTALL A 2" WATER METER WHERE SHOWN AND LABELED ON THIS PLAN. SERVICE LINE SHALL BE CONSIDERED EXISTING PER THE STREET THIS PLAN. SERVICE LINE SHALL BE CONSIDERED EXISTING PER THE STREET THIS PLAN. SERVICE LINE SHALL BE CONSIDERED EXISTING PER THE STREET IMPROVEMENT PLANS. IMPROVEMENT PLANS. IMPROVEMENT PLANS. INSTALL A LINE SIZE GATE VALVE, R.P. BACKFLOW DEVICE, MASTER VALVE, FLOW INSTALL A LINE SIZE GATE VALVE, R.P. BACKFLOW DEVICE, MASTER VALVE, FLOW INSTALL A LINE SIZE GATE VALVE, R.P. BACKFLOW DEVICE, MASTER VALVE, FLOW " ·\ C' SENSOR, QUICK COUPLER. AND AIR RELIEF VALVE PER PLANS AND DETAILS. SENSOR, QUICK COUPLER, AND AIR RELIEF VALVE PER PLANS ANO DETAILS. SENSOR, QUICK COUPLER, AND AIR RELIEF VALVE PER PLANS ANO DETAILS. . .,, ,..,,.!! d ·A. ,~?t.'•-' ,·., ,. ··•~~ <I! , , • SLEEVE ALL PIPES AND WIRES UNDER HARDSCAPE AND PAVING PER LEGEND SLEEVE ALL PIPES AND WIRES UNDER HARDSCAPE AND PAVING PER LEGEND SLEEVE ALL PIPES AND WIRES UNDER HARDSCAPE AND PAVING PER LEGEND ~ / ' •·. . "-tP -~· AND DETAILS. AND DETAILS. AND DETAILS. . ' ' . ("i ,... '.' . ', ~ i:::ic. SIGNATURE O ~ ALL MAINLINE SHOWN IN HARDSCAPE AREAS IS OIAGRAMMITIC ONLY. ALL MAINLINE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMITIC ONLY. ALL MAINLINE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMITIC ONLY. . . ' ,., .., p ~r.,/4s :. ;., INSTALL PIPING IN PLANTING AREAS ONLY. ALL VALVE BOXES TO BE INSTALL PIPING IN PLANTING AREAS ONLY. ALL VALVE BOXES TO BE INSTALL PIPING IN PLANTING AREAS ONLY. ALL VALVE BOXES TO BE ., '·,_·--,.,>1-i'-<.>: ''ii ~ :;, \' . .,, ,, . •·· ,, * ~ """"":~ATE ~ • LOCATED IN SHRUB AREAS. LOCATED IN SHRUB AREAS. LOCATED IN SHRUB AREAS. WATER CONCERN, LTD "'.-, ~ t ... ,~ LANDSCAPE IRRIGATION CONSUL TING <f:t,....,,,___ A ~ ALL WIRES FROM FLOW SENSOR TO THE CONTROLLER TO BE EV-CAB-COM AND SHALL BE All WIRES FROM FLOW SENSOR TO THE CONTROLLER TO BE EV-CAB-COM AND SHALL BE ALL WIRES FROM FLOW SENSOR TO THE CONTROLLER TO BE EV-CAB-COM ANO SHALL BE ~OFcAL~,0 SLEEVED IN A 1-114" DIA PVC CONDUIT. SLEEVED IN A 1-114" DIA PVC CONDUIT. SLEEVED IN A 1-1/4" DIA PVC CONDUIT. 1750 East Deere Avenue, Santa Ana, CA 92705 (1149) 553-3190 (949) 752-0769 FAX , CM] CITY OF CARLSBAD 1s241 ' PLANNING DEPARTMENT 11.i.~t, •1..;l 1.," 1 I J..Vl"f t"UK: "AS BUILT" LA COSTA GREENS APPROVED FOR PLANTING NEIGHBORHOOD 1.08 AND IRRIGATION ONLY, INCLUDING PRECISE DATE A~~ROV~ L/-/t~ _, .. ,,~ LOCATION OF ASSISTANT PLANNING DIRECTOR DATE REVIEWED BY: OWN EJY: /RR TQ\M I PROJECT NO. I DRAWING NO. PLANTING AREAS DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: /RR TEAM CT02-23 406-6L ENGINEER OF WORI REVISION DESCRIPTION INSPECTOR DATE OTHER APPROVAL CITY APPROVAL RVWO BY: If!.{/_ TQIM.