Loading...
HomeMy WebLinkAboutDWG 406-4L; CT 02-21; LA COSTA GREENS NEIGHBORHOOD 1.12; 01-22LA COSTA GREENS j I Morrow Development 1903 Wright Place, Suite 180 Carlsbad, CA 92008 (760) 929-2701 LAND CONCERN LANDSCAPB AllCHITJ!CTUllB 1750 East Deere Avenue, Santa Ana, CA 92705 949.250.4822, F 949.752.2469 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS f" -;;s:: -· V I C I N I T Y M AP LOCATION M A P G E N E R A L N 0 T E S: -HARDSCAPE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR llilS 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 AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH FOR PRE JOB MEETING. ALLOW 48 HOURS LEAD TIME. CONTACT ANDY BOWDEN (949) 250-4822. 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 AUTHORIZED BY THE LANDSCAPE ARCHITECT AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY CITY INSPECTOR. UNAUlliORIZED 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. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND SERVICES PRIOR TO ANY DIGGING. 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~~ 1. CONTRACTOR SHALL SUBMIT PHOTOGRAPHS OF ALL TREE MATERIAL PRIOR TO INSTALLATION FOR REVIEW. BID GROW WEST BY: m., --DATE: ,4fP/C... /4-. ~ 7 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 TI-IE EXCAVATION OF ANY PLANT PIT. ALLOW 48 HOURS LEAD TIME. ANY TREE. SHRUB, OR VINE THAT IS PLANTED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE MOVED AT THE CONTRACTOR'S EXPENSE. s H E E 2 TRk GROUNDC~ " R, AND VINE PLAN-BASE A 3 SHR -' , PLAN-BASk 4 TREE: ~OUNDcoJE I AND VINE PLAN-BASE B 5 SHRUB ~AN-BASE B i 6 TREE, GROUNDCOVER, AND VINE PLAN-BASE C 7 SHRUB PLAN-BASE C 8 TREE, GROUNDCOVER, AND VINE PLAN-BASED 9 SHRUB PLAN-BASED REVIEWED T I N D DESCRIPTION 10 PLANTING NOTES AND LEGENDS 11 PLANTING DETAILS 12 SPECIRCATIONS 13 IRRIGATION PLAN-BASE A 14 IRRIGATION PLAN-BASE B 15 IRRIGATION PLAN-BASE C 16 IRRIGATION PLAN-BASED E 17 IRRIGATION RECYCLED WATER SHEET 18 IRRIGATION LEGEND X • • DESCRIPTION 19 IRRIGATION DETAILS 20 IRRIGATION DETAILS 21 IRRIGATION SPECIFICATIONS 22 IRRIGATION METER INFO f/A,;if_z/tt,,yU, I S1IT I CITY OF CARLSBAD ~ 2 ~-z.,.o4 Pl.ANNING DEPARTMENT ENGINEERING PLANCHECKER DATE LANDSCAPE IMPROVEMENT Pf.AN FOR: "AS BUILT" LA COSTA GREENS NEIGHBORHOODl.12 DATE Al ~P/i_OVE." _,. --/~ ~4-o</ ASSISTANT PLANNING DIRECTOR DATE REVIEWED BY: I DWN BY.· I PROJECT NO. DRAWING NO. DATc . INITIAL DATc INITIAL DATE INITIAL CHKD BY.-CT02-21 406-4L REVISION DESCRIPTION INSPECTOR DATE ENGINEER OF WORI OTHER APPROVAL CITY APPROVAL RVWD BY, - - - - - - - - - --- - - - - - - --- - - - - - - - - - - - - ---P' ---------- - --- - - - - --- - - - - - - - - - - - - - - - - --- - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - --- ,,,.,,,.. 7"'1'. . . " ------ - - - -~ --- - - - -------- --- - --- - - ------- --- -------- - -- -- - --~ - -~ ----- ----- - --- - - - - - -~----~ -I I. 11 . ' ! I 7 , .. ,,, /','//" ,, •. /I'.- ;' ";' ( ~ I' • ,, ,, ,. .. ,,,, , ~., ,, u, "' . ,, ., /✓ , • ., ' /" !" --~)(:-~:: ~D]i:,,. ,.,,,,,,, ?,',, • ',,,. // 7,' "\:' / ',-~~t·,,:;~, , / / , ,,,, /I' '.:. ;; '$: ,, 0 ~/~ . ,:;r: ;J '.,~_ ,..,.:.-·;;:~,, '":::t.". ,,.,,,. . / , , , ,, / • N ,,,, / ,. , ,• ,, . ;~ , _, / / ,-, ,-,, , ·;·~_;.; .. ·. ·, ~..-,o§,- --~; }j(": ~-j', , ,-. ~,--;,J:.· " , / -·,, /, ( , ;; / ,-,,-_,;,j'j •,,;; . •·;;;; ,,,, tY,,.,, 'I,;-°" , ' , _,y. /., _F ,, ,. ""-=-'-'7' ,.,, 1v/ / ,,,., ····· ·~"' · i:h , , ,,~/Y<:7:irr~/,,:, ,.,/:;;: ;;_-;_£,,-; ;;: ,, ,,_.,.,(·,,.,,,~,-)(,,¼.-,,,, "'· .,,.., .... ·•·· ···= . ., __ · .. · ·,;~;;'.:; '.·~;i;;; ~'.;::; ---:.;;, ·:;v;, ,,;_:,;;;s;::~ ,~;;+;;, ;r;~_:,-; r·· , ,, , , ,, , , , -~:::m---:/;· ,'/ ///,f / /I'~-~ ,., ¥ ~, ,, / 1-' v,;·· • Delete (2) trees for guardrail . ., n ZOYE A-1 zmE A-2 ZOUE A-3 REFER TO FIRE SECTION F.3·1 AND F.3-2 CIT( OF CARLSBAD LA~DSCAPE MANUAL J ... ,,..., J ~~) .LJ. • z' V V { 7: 7--r "" " "' .. ~ . " , 'o/" v MN •"I"~" -lSG,r--,. v,>1v 1. I ZONE A-1 ZONE A-2 ZONE A-3 ... ·. / REFE~ TO FIRE SECTION ",..,F.3-1 AND F.3-2 CITY OF CARLSBAD LANDSCAPE MANUAL ZONE A-2 ZONE A-2 REFER TO FIRE SECTION F.3-1 AND F.3-2 CITY OF CARLSBAD LANDSCAPE MANUAL REFER TO FIRE SECTION F.3-1 AND F.3-2 CITY OF CARLSBAD LANDSCAPE MANUAL BASE a "AS BUILT" APPROVED FOR PLANTING a)J,,_0/lJ./.))J,... ANO IRRIGATION ONLY, 1JL1/l-z. - ' INCLUDING PRECISE DATE LOCATION OF REV/EWE~ ff; er. ~~~-tr PLANTING AREAS ~-Zt..•/2-DATE INITIAL INSPECTOR DATE ENGINEER OF WORI s 0 REV/5/0V DESCRIPTION C DATE A I 40 ABBR. AF AM EF EN ES KP LS ML MN ME PC PA PR QI TC UP L TREE LEGEND BOTANICAL NAME Agonis flexuosa Arbutus marina Eucalyptus ficifo/ia Eucalyptus nicholii COMMON NAME Peppermint Tree N.C.N Red Flowering Gum Nichol's Willow-Leafed Peppermint Eucalyptus sideroxylon 'Rosea' Red Iron Bark Koefreuteria paniculata Uquidambar s. 'Rotundifoba' Mefaleuca linarfolia Mefaleuca nesophifa Metrosideros exce/sus Pinus canariensis Pfatanus acerifofia Pfatanus racemosa Quercus ifex Tristania conferta Ulm us parvifolia 'True Green' ; .·f.·; i. /); l. ·~ -,., ~--~ ,; ("'"·\ '--~-! E LAND Golden Raintree American Sweet Gum F/ax/eaf Paperback Pink Mela!euca New Zealand Christmas Tree Canary Island Pine London Planetree California Sycamore Holly Oak Brisbane Box True Green Elm KEYMAP CONCERN 80 LANDSCAPB AacHITBCTU&B I S2ET I CITY OF CARLSBAD PLANNING DEPARTMENT TREE AND G " •;,ER PcAr, FuR: LA COSTA GREENS ls221 NEIGHBORHOOD 1.12 - APPROVE iG "' /kH 3--.b ~ I l.. ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: I CT 02-21 I '1-06-41 ...t 0 6' I J:: r ! I I I I ll 1 111 II, II!: ,, ' l !I " 111 I I! II II II I I ------------ ZONE A-1 ZONE A-2 ZONE A-3 REFER TO FIRE SECTION F.3-1 AND F.3-2 CITY OF CARLSBAD LANDSCAPE MANUAL f\ j \ "J j / /\ J ' :>, -a"'· ?;:1, ~' ~ G>"' <!>, • <J);' ;p ~~ <,i, \. ' . "c-0 ~~ ~:A ~ ~:...,, <t,..., ' ' \ ' \";'.;. ., '~ ' \ 1 ?f:t-c=A~Rc--+-~ 101-1 12sB.o I \ .. ---- 1254.0 2 1269.o 1 ..................... : ..... ··:.:.:•:•:·::.:·:·:·:·:•:·:·:·:·:·:·:·:-::· .:.:,, ZONE A-1 ZONE A-2 ----ZONE A-3 ---- ~Frnra' FIRE SECTION -F 3-1 ANO F 3-2 ----CITY OF CARLSBAD LANDSCAPE MANUAL ------------ ZONE A-2 REFER TO FIRE SECTION F.3-1 AND F.3-2 CITY OF CARLSBAD LANDSCAPE MANUAL 1:f LOTS 3, 4, 24, AND 36 SHALL BE DESJGNED WIT// i ~liOUR FiRE RATED CONSTRUCDON ON !HE ASP[CT OF Tl!E SIRUC'/VRES /1/AT FACE T . -, --• SUPPRESSION ZONES iN-· !EU or AUTOMAiiD FiRE SPR/NKi 'RS. LOTS I AND 2 WILL EIE CVALUA!CD I PON SUBMITTAL OF /:)I? liJC PLOTT/NO AND ARC i!TECTURAL PLANS. .. , .. OJ~----, .. c-,. , .. .., ..... 40 ......... .................. 4>K j297.-"~ -do~ .. u~ .. 'D~'-....... ----..... ~ /:'JI.>"'-•-• ._ 'Tr ....._,_. ZONE A-2 REFER TO FIRE SECTION F.3-1 AND F.3-2 CITY OF CARLSBAD LANDSCAPE MANUAL "AS APPROVED FOR PLANTING a~J11-JiJ1, AND IRRIGATION ONLY, INCLUDING PRECISE REVIEWED BY: BUILT" -~'1/12, DATE LOCATION OF PLANTING AREAS !1-~'<!.( Gr ~!..;ft ;. ti.,. l't- INSPECTOR DATE REAS TO BE I STALLED BY ASTER EVELOPER PER DRAWING 397-2L BASE a DATE: INITIAL EIIGI/IE:£R OF WORI -------------- ~-_;r1 \)U :j3:i5; ~ ...... , ........ J 1 REVIS/QI', DESCRIPTION s C A I I 0 40 DATE: INITIAL OTHER APPROVAL SHRUB LEGEND ABBR. BOTANICAL NAME COMMON NAME TRIANGULAR SPACING AR Acacia redo/ens 'Verde' Verde Acacia 8'O.C. AE Archtostaphylos 'Emerald Carpet' Emerald Carpet Manzanita 5'O.C. AC Artemesia californica California Sagebush 4'0.C. BP Baccharis pilularis Coyote Brush 4'0.C. CH Cal/iandreJ haematocephafc1 Pink Powder Puff 6'0.C, CG Ceanothus g. 'Horizonta/is' Carmel Creeper 6'0.C. CP Cistus purpureus Orchid Rockrose 4'O.C. cs Cistus 'Sunset' Rock rose 4'0.C. CD Cotoneaster dammeri Bearberry Cotoneaster 6'0.C. CL Cotoneaster lacteus Red Clusterberry 8'O.C. DB Dietes bicolor Fortnight Lily 4'O.C. EM Echium fastuosum Pride of Maderia 8'O.C. EF Escalonia 'Fradesii' Escalonia 8'O.C. FO Festuca ovina 'Gfauca' Blue Fescue 12"0.C. HH Hemerocal/is hybrid Dayl!!y 2'O.C. HA Heteromeles arbutifofia Toyon 10'O.C. LM Lantana m. 'Confetti' Trailing Lantana 6'0.C. LS Lantana m. 'Spreading Sunshine' Trailing Lantana 6'O.C. LA Lavandufa intermedia Lavender 3'O.C. LF Leucophyllum frutescens 'Green Cloud' Texas Ranger 'Green Cloud' 6'O.C. LI Liriope muscari Big Blue lily Turf 2'O.C. PB Phormium t. 'Bronze' Dwarf 'Bronze' Flax S'O.C. Pl Phormium t. 'Jack Spratt' 'Jack Spratt' Dwarf Flax 30"O.C. PF Photinia fraserl Photinia 8'O.C. PV Pittosporum t. 'Variegata' Variegated Pittosporum 6'O.C, PW Pittosporum t. 'Wheelerii' Dwarf Pittosporum 30"O.C. RC Rhamus californica Coffeeberry 10'O.C. RB Rhaphiolepis i. 'Ballerina' Dwarf India Hawthorn 30"O.C. RS Rhaphiolepis I. 'Springtime' India Hawthorn 6'O.C. RI Rhus integrifolia Lemonade Berry 10'O.C. SG Salvia greggi Autumn Sage 4'O.C. SL Salvia Leucantha Mexican Bush Sage 4'O.C. TP Thevetia peruviana Yellow Oleander 8'O.C. KEYMAP 81\\ f--[ BASE C I ·jj) -ri~ L E 80 LAND CONCERN w CITY OF CARLSBAD PLANNING DEPARTMENT I S2E2I SHRUB PLANTING PLAN FOR: LA COSTA GREENS NEIGHBORHOOD 1.12 " APPROVEC ~"1 XAA S-3:)~/z.. ASSISTANT PLANNING DIRECTOR DATE DWI/ BY: PROJECT NO. DRAWING NO, DATE: INITIAL CHKO BY: CT 02-21 ~06-41 CITY APPROVAL RVWO BY: ...r: 0 6" I (\J 0 I" -~ l\J I, I: I-: I I, I I, I I !\ii;\' p J 'I r\ J ZONE A-1 ZONE A-2 ZONE A-3 REFER TO FIRE SECTION F,3-1 AND F.3-2 CITY OF CARLSBAD LANDSCAPE MANUAL 6 MN -lSG ME -!SG I I I I ._ I u' wl ..-, I of (X I a.. I I , 1~ \ ''"· "~~~. .,,MATCH LINE .. ~ ' ~ ~. ' ,, «(->. ~~½ ..... _,_-==-~=- ....... ,.,,, • " "-;;': '<'•·,,,. S E E S H E .. .i;,;;;~;~1'" :':'·,,~~""'*• "'012✓,· ; • ET 42 ZONE A-2 ...._,. ~~..;..;,~'"r"•"'"X·-, ,,,,_'I.. , "" ./ ~"-~0 ' REFER TO FIRE SECTION F 3-1 AND F,3-2 CITY OF CARLSBAD LANDSCAPE MANUAL MN 1-ISG / / " /;:;( \, /. 0~, / I,, "Jj C' '": . 'f / <:-: I '--> ! ~~rt~.,,, ,/ // I/ / " 40 BUILT" "AS a~)i/Jb- REVIEWED BY: /tt:) \ lT. ~\[_;-Ir /NSPECrOR ML 2-2411 7 I BASE b I ,I ····"••-~-----) , I I I , ! I I I I , , I , I I EASTERN BOUNDARY SLOPE TREE NOTE ALL DEVELOPER [NSTALLED SLOPE TREES MUST BE LOCATED AS SHOWN ON THE PLAN & PER THE FOLLOWING CRITERIA: METROSIDEROS EXCELSJUS (ME) -TO BE PLANTED NO HIGHER THAN 30' BELOW THE ADJACENT TOP OF SLOPE; MELALEUCA NESOPHILA (MN) -TO BE PLANTED NO HIGHER THAN 20' BELOW THE ADJACENT TOP OF SLOPE. TREE LEGEND ABBR BOTANICAL NAME COMMON NAME AF Agonis ffexuosa Peppermint Tree AM Arbutus marina N.C.N EF Eucalyptus ficifolia Red Flowering Gum EN Eucalyptus nicho/ii Nichol's Willow-Leafed Peppermint ES Eucalyptus sideroxylon 'Rosea' Red Iron Bark KP Koelreuteria paniculata Golden Raintree LS Uquidambar s. 'Rotundiloba' American Sweet Gum ML Melaleuca linarfofia F/axleaf Paperbark MN Melafeuca nesophila Pink Melaleuca ME Metrosideros excefsus New Zealand Christmas Tree PC Pinus canariensis Canary Island Pine PA Platanus acerifofia London Planetree PR Platanus racemosa California Sycamore QI Quercus ilex Holly Oak TC Tristania conferta Brisbane Box 'JP Ufmus parvifofia 'True Green' True Green Elm s C A L E I I LAND CONCERN 0 40 80 LANDSCAPR AaCHITBCTUR~ KEYMAP t---+---+-----------+---+---i--+---tl ~4Eal~c_r_T_Y_o_F_c_A_R~L_s_B_A_D~js2Hrr2~1 _ PLANNING DEPARTMENr TREE A VE PLAN FOR: LA COSTA GREENS NEIGHBORHOOD 1.12 ....t: ~ I I' I ! I I!! ' I I y ZONE A-1 ZONE A-2 ------#--~/ ZONE A-3 REFER TO FIRE SECTION F.3-1 AND F.3-2 CITY OF CARLSBAD LANDSCAPE MANUAL I (J T' "--" ..., .! j\/]J\ p / / 7 / BP 252-1 10 I 557.9 I CG 83-1 cs AREAS TO BE INSTALLED BY MASTER DEVELOPER PER DRAWING 397-2L 5 7 69-1 , J46.1 -~L -·-· 9 IJ56 . .9 I ZONE A-2 REFER TO FIRE SECTION F.3-1 AND F.3-2 CITY OF CARLSBAD LANDSCAPE MANUAL 35 I J10,0J AR 90-1 "41$1.¥ii,i@!J1}.i;ijfil.[l1Z' tr , cs 62-1 .. •: .. d~!!, 31 33 IJ52.11 32 1556.JI !Jwo] I---=-'~--' CG 135-1 APPROVED FOR PLANTING AND /RR/GA T/ON ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" a~11}1c- REVIEWED BY: ~;€f 4-. ~l..;-tt- 1NsPEcroR SHRUB LEGEND ABBR, BOTANICAL NAME COMMON NAME TRIANGULAR SPACING I AR AciJcia redo/ens 'Verde' Verde Acacia 8'0.C. AE Archtostaphy!os 'Emerl!fd Carpet' Emerald Carpet Manzanita 5'0,C. AC Artemesia ca//Fomica California Sagebush 4'0.C. ,, if BP Baccharis pifularis Coyote Brush 4'0,C. CH Cal!iandra haematocephala Pink Powder Puff 6'0.C. CG Ceanothus g. 'Horizonta/is' Carmel Creeper 5'0.C. CP Cistus purpureus Orchid Rockrose 4'0.C. cs Cistus 'Sunset' Rockrose 4'0.C. CD Cotoneaster dammeri Bearberry Cotoneaster 6'0.C. CL Cotoneaster facteus Red C/usterberry 8'0.C. DB Dietes bicolor Fortnight Lify 4'0.C. ,.,., ,_., <.J .'::) EM Echium fastuosum Pride of Maderia 8'0.C. EF Escalonia 'Fradesii' Escafonia B'O.C. FO Festuca ovina 'Glauca' Blue Fescue 12"0.C. HH Hemerocallis hybrid Daylily 2'0.C. HA Heteromefes arbutifolia Toyon 10'0.C. LM Lantana m. 'Confetti' Trailing Lantana 6'0.C. LS Lantana m. 'Spreading Sunshine' Trailing Lantana 6'0,C. LA Lavandula intermedia Lavender 3'0.C. LF Leucophyf!um frutescens 'Green Cloud' Texas Ranger 'Green Cloud' 6'0.C. LI Uriope muscari Big Blue Lily Turf 2'0 C. PB Phormium t. 'Bronze' Dwatf 'Bronze' Flax 5'0.C. Pl Phormium t. 'Jack Spratt' 'Jack Spratt' Dwarf Flax 30"0.C. PF Photinia Fraser/ Photinia 8'0.C. PV Pittosporum t. 'VariegatiJ' Variegated Pittosporum 6'0.C. PW Pittosporum t. 'Wheelerii' Dwarf Pittosporum 30"0.C. RC Rhi.:lmus Ci.:llifomica Coffee berry 10'0.C. RB Rhaphio/epis I. 'Ballerina' Dwatf IndiiJ Hawthorn 30"0.C. RS Rhaphio/epis i. 'Springtime' India Hawthorn 6'0.C. I RI Rhus integrifofia Lemonade Berry 10'0.C. SG Salvia greggi Autumn Sage 4'0.C. SL Salvia Leucantha Mexican Bush Sage 4'0.C. I TP Thevetia peruviana Yeffow Oleander 8'0.C. KEYMAP " fl .BASE d i ----.. .J s C A L E 0 I 40 I 80 LAND CONCERN LA~OSCAPB ARCHITBCTURS BASE b l----+---+-------------l---t----1---1---~~ CITY OF CARLSBAD I S2HEE2TSI L__5__J PLANNING DEPARTMENT DATE DATE: INITIAL DATE: INITIAL ENGINEER OF' WOR REVIS/OV DESCRIPTION OTHER APPROVAL CITY APPROVAL SHRUB PLANTlNG PLAN FOR: LA COSTA GREENS NEIGHBORI-IOOD 1.12 APPROVED OWN BY: _____ 1 CHKD B~-----1 RVWD BY: PROJECT NO. CT 02-21 DRAWING NO. 06-4 I Ii i' I I I I I ; 11 ·-I ! Del~t¥f1ftree---\ :_ _::i J for electrical box \ J /, "" f'\ ' I ' ' '< ,~;... ,,,,,;-- A Q,; " \£ .,,, ~i ( ) ee--- " for street light 16 i:349.8) ML ----S EE . ·--·"''"'~=,c.P . --" '1 ,Ji12 ' ,?/ • i" ., , • / () ,j;,, / , co , . . . , -C ( ' ( ;, 1, , , ; : ; \ , .;;\ ,,, ""J>~N ~ ~ ; ; "" ;~~~ ~ , ., r . Ac ffi;; )r'Q. -; ,..": .. '< t ,:., ',I; , , l ,, ; ''x , ,, , ' ~ ::'(:'. "' ,,,, , ,. ' :;,,·, : ~-, .r,,r,, ; '/ /" , . :~li:\ ,,t'.,,( '% ::r, .,r-* ,; t:':t~ ,,, , I ~ ::~ ~:~:~~ ,?\;,-.~ :,;f,'.A ~ ~-' ,}', /", ... ~✓ N, ,, ~'"' i<"s,J: ~ ;.J:> i"-'~,, , , ~-13 30 ME 3-!SG •· ·'-·n.i SJ, {JO • V V ~~"V"¾,.-.M,.• <Tv·v-v.,,..v~v....:y v vvvvvvv-:r· -.,,. .n; q .V_,, -, ,,. . .., .. __ ,., ___ .. ,-. ..,,.-.-SJ,;¥,,,/f..,.Y."'' PR 1-ISG ME .·/ f SHEE~~ ,)m!JJI ilffl -- , i ., ; '>j ,v V !-VI ;/' . ., -. ,,. '·,. , , .\ J, , ]{ _,,;;_ ',.~ ,,\{--~"fl-' / ~/-' f"\ O\"f,, ,-,.-,.,,, :s:~:;~' ,~.,,,.,,,,,,.., ,. , I w1 I I I I I I 1 ·-·----------------+--A-~,~-~,,~~------,q ~·-------- ' -"•--~--~1/~--------···"·' -~'.'.'.:~==~= "' ZODIAC STl?E'A'T / ; 4.()90 \; .::·.,, BASE c EASTERN BOUNDARY SLOPE TREE NOTE ALL DEVELOPER INSTALLED SLOPE TREES MUST BE LOCATED AS SHOWN ON THE PLAN & PER THE FOLLOWING CRITERIA: METROSIDEROS EXCELSJUS (ME) -TO BE PLANTED NO HIGHER THAN 30' BELOW THE ADJACENT TOP OF SLOPE; MELALEUCA NESOPHILA (MN) -TO BE PLANTED NO HIGHER THAN 20' BELOW THE ADJACENT TOP OF SLOPE. TREE LEGEND ABBR BOTANICAL NAME COMMON NAME AF Agonis flexuosa Peppermint Tree AM Arbutus marina N.C.N EF Eucalyptus ficifolia Red Flowering Gum EN Eucalyptus nicholii Nichol's Willow-Leafed Peppermint ES Eucalyptus sideroxylon 'Rosea' Red Iron Bark KP Koelreuteria paniculata Golden Raintree LS Liquidambar s. 'Rotundiloba' American Sweet Gum ML Melafeuca finarfo/ia Flax!eaf Paperbark MN Melaleuca nesophila Pink Melaleuca ME Metrosideros excelsus New Zealand Christmas Tree PC Pinus canariensis Canary Island Pine PA P!atanus acerifolia London Planetree PR Pfatanus racemosa California Sycamore QI Quercus ilex Holly Oak TC Tristania conferta Brisbane Box UP U!mus parvifolia 'True Green' True Green Elm s C A L E I 0 40 I 80 LAND CONCERN LANDSCAPB ARCHITBCTURB KEYMAP \ l-----+--1--------------1---+---+---+---l w CIT~LA2!c D~!~E~~BAD Cll:] APPROVED FOR PLANDNG AND /RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" a .. 0..t/)1,-.,.---- DATE INITIAL ENGINEER OF WOR REVISION iJESCRIPTION DATE INITIAL DAT£ INITIAL OTHER APPROVAL C/lY APPROVAL TREE COVE PLAN F R: LA COSTA GREENS NEIGHBORHOOD 1.12 APPROVED J-d:>-/2 ASSISTANT PLANNING DIRECTOR DATE DWN BY: ____ _ PROJECT NO. DRAWING NO. CHKD BY: ___ _ R\IWD BY: CT 02-21 06-4 N "' -r::: C) 6' I ...(: f' ' I I r CG 29-1 ! I I I 11 ~:6] 12 IJ59.JI 13 1358.8 I 14 15 I 352.11 16 I / 1349.8. 17 L.J.49.JJ SHEET 5 30 IJB6.o I 29 iJBo.OI 1.11s6I CG 83-1 2'7 1366.2 I cs 91-1 \ I ! , APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS g I Ro,lr:11:e INSPECTOR i 42 -------------------~ ,. ZODIAC ,5Tl?EE'T i 7 ~i' I 4i3 BASE c s C A I I 0 40 SHRUB ABBR. BOTANICAL NAME AR Acacia redofens 'Verde' AE Archtostaphylos 'Emerald Carpet' AC Artemesia californica BP Baccharis pilularis CH Calliandra haematocephala CG Ceanothus g. 'Horizontalis' CP Cistus purpureus cs Cistus 'Sunset' co Cotoneaster dammeri CL Cotoneaster lacteus DB Dietes bico/or EM Echium fastuosum EF Escalonia 'Fradesii' FO Festuca ovina 'Glauca' HH Hemeroca!lis hybrid HA Heteromeles arbutifolia LM Lantana m. 'Confetti' LS Lantana m. 'Spreadin9 Sunshine' LA Lavandu/;, intermedia LF Leucophylfum frutescens 'Green Cloud' LI Liriope muscari PB Phormium t. 'Bronze' Pl Phormium t. 'Jack Spratt' PF Photinia fraseri PV Pittosporum t. 'Variegata' PW Pittosporum t. 'Wheelerii' RC Rhamus ca/ifornica RB Rhaphiolepi!i /, 'Ba/ferina' RS Rhaphiolepis i. 'Springtime' RI Rhus integnfofia SG Salvia greggi SL Salvia Leucantha TP Thevetia peruviana LEGEND COMMON NAME TRIANGULAR SPACING Verde Acacir:1 B'O.C. Emerald Carpet Manzanita 5'0.C. California Sagebush 4'0.C. Coyote Brush 4'0.C. Pink Powder Puff 5'0.C. Carmel Creeper 6'0.C. Orchid Rockrose 4'0.C. Rockrose 4'0.C. Bearberry Cotoneaster 6'0.C. Red Cfusterberry 8'0.C. Fortnight Lily 4'0.C. Pride of Maderia 8'0.C. Escalonia 8'0.C. Blue Fescue 12"0.C. Dayli/y 2'0.C. Toyon 10'0.C. Trailing Lantana 610.C. Tralfing Lantana 6'0.C. Lavender 3'0.C. Texas Ranger 'Green Cloud' 6'0.C. Big Blue Lily Turf Dwarf 'Bronze' Flax 'Jack Spratt' Dwarf Flax Photinia Variegated Pittosporum Dwarf Pittosporum Coffee berry Dwarf India Hawthorn India Hawthorn Lemonade Berry Autumn Sage Mexican Bush Sage Yellow Oleander 2'0.C. 5'0.C. 30"0.C. 8'0.C. 6'0.C. 30"0.C. 10'0.C. 30"0.C. 6'0.C. 10'0.C. 4'0.C. 4'0.C. 8'0.C. KEYMAP \~~t ;11 BASE c ~), I -ci.4 ·-"-\ ~.J L E 80 LAND CONCERN LANDSCAPB AACHITBCTURB l----+--+-----------l.---1--__J__---L__j ~ CITY OF CARLSBAD I SH2EE2TS I L__L_j PLANNING DEPARTMENT SHRUB PLANTING PLAN FOR: BUILT" LA COSTA GREENS NEIGHBORHOOD 1.12 .lb/It.- DATE APPROVED 3-.Jo-12 ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL E:NGINEl':R OF WOR REVIS/OV DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN /3Y: ----~ CHKD /3Y: ___ _ RVWD /3Y: PROJECT NO. CT 02-21 DRAWING NO. 06-4 ..t: ,.... ' &;I 1,' , . , / , / , xco/ n0 " / , / , / , / I I I , \ \ , ' I ·~ / cl /!?J ,, _, fp' o/~ ;'& .,r<,.-o-,:,1 • ,-,bb<' y i•t-◊ ~❖¼'>·,¢• ""f.',.,_,,., ZONE A-1 ZONE A-2 ZONE A-3 REFER TO FIRE SECTION, F.3-1 AND F.3-2 CITY OF CARLSBAD LANDSCAPE MANUAL I c1'· ~~/ J ~;IA P l 23 [gW.o] 22 Q'o -::fl Delete (?)Qree for watt{G~JY)~e ' I / / , ' ,, , ,, , ,. I ' MN -15G ~~' .,.,,,>-◊o v ' ·◊ ·/ u , . ,. ,, t ·◊ . , , APPROVED FOR PLANTING ANO IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ' l ' l ' ' 26 IJ2J.1j '<>+""'' ' . 25 r:Jo9.a I * 24 LJoa.47 BO DARY ZONE A-2 REFER TO FIRE SECTION F .. 3-1 AND F.3-2 CITY OF CARLSBAD LANDSCAPE MANUAL I c,--r r-·~ ..... ,.J -) / ~ ,J ' f BASE d "AS BUILT" ~r&klb~ 3/('%-- ATE REVIEWED BY: f1~/ 4--Gll~11 ~· t'-''"' DATE: INITIAL INSPECTOR DATE E:NGINEER OF WOR !3{) ; 392, ·1~ •-------J REV/90N DESCRIPTION EASTERN BOUNDARY SLOPE TREE NOTE ALL DEVELOPER INSTALLED SLOPE TREES MUST BE LOCATED AS SHOWN ON THE PLAN & PER THE FOLLOWING CRITERIA: METROSIDEROS EXCELSIUS (ME) -TO BE PLANTED NO HIGHER THAN 30' BELOW THE ADJACENT TOP OF SLOPE; MELALEUCA NESOPHILA (MN) -TO BE PLANTED NO HIGHER THAN 20' BELOW THE ADJACENT TOP OF SLOPE. TREE LEGEND ABBR BOTANICAL NAME COMMON NAME AF Agonis flexuosa Peppermint Tree AM Arbutus marina N.C.N EF Eucalyptus ficifolia Red Flowering Gum EN Eucalyptus nicholii Nichol's Willow-Leafed Peppermint ES Eucalyptus sideroxylon 'Rosea' Red Iron Bark KP Koefreuteria panicufata Gofden Raintree LS Uquidambar s. 'Rotundiloba' American Sweet Gum ML Melaleuca linarfo/ia Flaxleaf Paperbark MN Melaleuca nesophila Pink Melaleuca ME Metrosideros excelsus New Zealand Christmas Tree PC Pinus canariensis Canary Island Pine PA Platanus acerifo/ia London Pfanetree PR Pfatanus racemosa California Sycamore QI Quercus ilex Holly Oak TC Tristania conferta Brisbane Box UP Ulmus parvifolia 'True Green' True Green Elm KEYMAP "Mu I . BASE b··,1 '7 LOTS 3, 4 1 24, AND 36 SHALL BE OES1GN[O W/T/i 1--·I!OUR FIR[ ,, TEO CONSTRU· T/ON ON Tl/£ ASPECT F Tl/£ STRUCT/ RES TI-IAT FACE it/E PRE SuPPH 'SSION ZONES IN--LIEU OF AUTO ~ATIC rtRE SP,'IINKLERS. LOTS AND 2 W L BC EVALUAlfO UPON SUBMIT l OF T//[ PLOTTING ANO ARC/!ITECTURAL Pl NS. BASE d s I 0 I I I I C I A 4-0 DATE /NIT/Al OTHER APPROVAL L E 80 DATE: INITIAL CITY APPROVAL 'l, -~j LAND CONCERN LANDSCAPR AacHr~RC~URR I SsET I CITY OF CARLSBAD ls22I PLANNING DEPARTMENT TREE AND GROUNDCOVER PLAN FOR: LA COSTA GREENS NEIGHBORHOOD 1.12 ~ APPROVED ~ V .. :3.Jo·/c. ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: CT 02-21 ~06-41 RVWD BY: ' I I/ II i 11 '' ' i I/ I: ii Iii i I ' \ \ \ ZONE A-1 ZONE A-2 ZONE A-3 REFER TO FIRE SECTION1,,1 , .. , ·: F.3-1 ANO F.3-2 CITY OF CARLSBAD LANDSCAPE MA~IUAL LOI' JI\/\ 1\ D . _.1-1.1 L,CJ-r 'j ✓-) r- ~:) ::] 23 1291.0 I 21 iJ2o]J 1 ' I j / LS 59-1 EF 31-1 I :!r , !·q I ' I ' I 19 1-' :346.o I _: I i -:::.':-I / _(? ; Jf;:ii/' ! t:/{/::,./ ·::::,,·:· ,,: :./:\4:::::· I 26 [323.lj EF 62-1 ~~ ~~;rt ;::,1~~ BO ····i;~~~%8{:ffiitl):: 25 * 24 DARY '---ZONE A-2 REFER TO FIRE SECTION F.3-1 ANO F.3-2 CITY OF CARLSBAD LANDSCAPE MAN"" "AS BUILT" APPROVED FOR PLANTING a,dJ1v/111J,. ANO IRRIGATION ONLY, -~/~//it, " INCLUDING PRECISE DATE LOCATION OF REVIEWED BY: PLANTING AREAS it.-J~ \ 1:r, tll-4-~-t{..•lt- INSPECTOR DATE ' -I i I ~------- 1 I ' I _;-~ I BASE d DATE INITIAL ENGINEER OF WOR/ I ~----- ! ~ I <( I 0 lz i ~ r-£9----- • I I I I I REvlS/ON DESCRIPTION SHRUB LEGEND ABBR. BOTANICAL NAME COMMON NAME TRIANGULAR SPACING AR Acacia redo/ens 'Verde' Verde Acacia 8'O.C. AE Archtostaphylos 'Emerald Carpet' Emerald Carpet Manzanita 5'O,C. AC Artemesia ca/ifomirn California Sagebush 4'0,C. BP Baccharis pilula6s Coyote Brush 4'O.C. CH Calliandra haematocephala Pink Powder Puff 6'O.C. CG Ceanothus g. 'Horizontalfs' Carmel Creeper 6'O.C. CP Cistus purpureus Orchid Rockrose 4'O.C. cs Cistus 'Sunset' Rockrose 4'O.C. CD Cotoneaster dammeri Bearberry Cotoneaster 6'O.C. CL Cotoneaster /acteus Red Clusterberry 8'O,C. DB Oietes bico!or Fortnight Lily 4'O,C. EM Echium fastuosum Pride of Maderia 8'O.C. EF EscalonifJ 'Fradesii' Escafonia 8'O.C. FO Festuca ovina 'Gfauca' Blue Fescue 12"0.C. HH Hemerocal!is hybrid Oayli/y 2'0.C. HA Heteromeles arbutifo/ia Tayan 10'O.C. LM Lantana m. 'Confetti' Trailing Lantana 6'O.C. LS Lantana m. 'Spreading Sunshine' Trailing Lantana 61O.C. LA Lavandula intermedia Lavender 3'0.C. LF Leucophyllum frutescens 'Green Cloud' Texas Ranger 'Green Cloud' 61O.C. LI Uriope muscari Big Blue Uly Turf 2'O.C. PB Phormium t. 'Bronze' Dwarf 'Bronze' Flax 5'O,C. Pl Phormium t. 'Jack Spratt' 'Jack Spratt' Dwarf Flax 30"O.C, PF Photinia fraseri Photinia 8'O,C, PV Pittosporum t. Variegata' Variegated Pittosporum 6'O.C. PW Pittosporum t. 'Whee/erii' Dwarf Pittosporum 30"O.C. RC Rhamus cafifomfca Coffeeberry 10'O,C. RB Rhaphiolepis I, 'Ballerina' Dwarf India 1-lawthorn 30"O.C. RS Rhaphfo/epis i. 'Springtime' India Hawthorn 6'O.C. RI Rhus integrifo/ia Lemonade Berry 10'O.C. SG Salvia greggi Autumn Sage 4'O.C. SL Salvia Leucantha Mexican Bush Sage 4'O.C. TP Thevetia peruviana Yellow Oleander a·o.c. KEYMAP s C A L E ~ I I I I Alt: ~ r. A"l'E 0 40 80 LAND CONCERN LANDSCAPR ARCHITRCTURB I s9I CITY OF CARLSBAD I S2E2I PL4NNING DEPARTMENT SHRUB PLANTING PLAN FOR: LA COSTA GREENS NEIGHBORHOOD 1.12 " APPROVED ~->1 3-3:J·/c. In ASSISTANT PL4NNING DIRECTOR DATE OWN 8'<'.' PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHK/J B'r'.' CT 02-21 '1-06-41 RvW/J BY: OTHER APPROVAL CITY APPROVAL BARK MULCH NOTE ALL PLAN TI NG 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 APPROVE[) 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 <m:.~.· .. ~: .. ·•.··• ..... •--~➔·:· :~:EL;:::NT . ~ .GALLON OR BOX SIZE -' QUANTITY 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 PLACE'MENT(SPClTTING) OF ALL PLANT MATERIAL TO BE REVIEWED IN THE FIELD WITH THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY TREE OR SHRUB THAT JS PLANTED WITHOUT PRIOR REVIEW MAY BE SUBJECT TO.TRANSPLANT IF IT 15 DEEMED TO BE IN THE WRONG POSffiON. 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE. 5 .. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF THERE IS A CONFLICT WITH THE SUBSURFACE DRAIN LINES OR STORM DRAiNS. ABBR. AR AE AC BP CH CG CP cs CD CL DB EM EF FO HH HA LM LS LA LF u PS Pl PF PV PW ~c RB R,S RI SG SL TP SHRUB LEGEND BOTANICAL NAME COMMON NAME TRIANGULAR QUANTITY SPACING 1 GAL. 5 GAL. Acacra redotens· V-etde' veroe Acacia 8'0.C. 383 Arthtostaphylos 'EmerFfld carper' Er'rlerald Carpet Manzanita :5'.0.C. Artemesla CllllfOrnlctJ cal1tornfa Sagebush .il'O.C. ·e.,ccha'rrs ~eennflJI Coyote Brush 410.c. 929 caff!andra t,aematocephala Pink Powder Puff 6'0.C. Ceanothus g, 'Hbrftontaffs' ca;-;nef Creeper 610.c. 1305 CfstliS purf]Ureus Otchid Rdckrose 4'ci.c. · 277 Cistus ·•sunset' lf.ockrose 410.c. 110 cotoflesster:dathrt'lerl Be/Jrberry CotoMast8r 610.C. Cotoneaster facteus Red Cklsterberry 8'0.C. Dletes blcofor Fortnight lf,V .4'0.C. Echflim fastuosum Pride of Mad8rla 810.c. Escal/Oilla 'FradesJI' EsCalfonla 8'0.C. 93 restuca oi;tlha '<1laUC6' Slue Fescue 12"0.C. HemerocaHls hybrid. /Jayffly 210.c. Hete'iumeles arbutffolla Toyon 10'0.C. Lantana m. 'Confetti' Tramng z.antana 6'0.C. 78 LantJJrra m. 'Spreadfng. Suflthinf!• Tralflng Lbntana 6'0.C. Lavandula lntertnedht lavender 3'0.C. 440 Lei.JCOf)hYfhim fn.Jte~ns 'G'rff'rt doud' r-exas Ranger· 'G,-en · Cloud' 6'0.C. udope_ mvStarf Bfg BltJe LIiy Turf z·o,c, Ph0rmlum t. :,Brotne' Bronze New Zealand Flax s•o.c. Phcrrrifum -t, ·'Jaik Spratt' Dwarf New Zealahd Flax 30,;o.c.· Photlnfa frtJserl Photfnla 8'0.C. PlttOspohJtn t. 'Vai'legsta' variegated Plttos;,o,:Um 6'0.C P/ttoSpoturri (, 'WhiMltirli' Dwarf PfttospOrtim 30"0.C, r:lhamus calffomk:~ Cofteeb'erry 10•0.c; Rhephlo,epls ·,. 'Ballerlna' owarf'India Hawih()rn 30"0.C; Rliaphloiepis !. 'Sprlngtin1i!' India Hawt;tiam ~·o.c. 37g 'Rhus integr{folla Lemonade Berry itl'b.c. 5a!Vfa g,eogl Autumn"SBge 4'o.c; Salvfs Leucantfla Mexfcan ·aush sage 4'0.C. Thevetfa peruvfan, Yel!OW O"leandt!r 8'0.C. Al:M3R BOTANICAL NAME AF Agon/s flexuosa AM Arbutus marina EF Eucalyptus. ff cl fol/a EN Eucalyptus nlcho/11 ES Eucalyptus slderoxy/on 'Rosea' KP Koelreuteria paniculata LS Llquldambat s. 'Rotundl/oba' ML Melaleuca llnarfolla MN Mela/euca nesophila ME Metroslderos exce/sus PC PJmis canarlehsis PA Platanus acer/fol/a PR Plbtanus racemosa QI Quercus flex re Tristan/a conferta UP VI mus parvlfolla 'True Green' CARLSBAD SLOPE PLANTING NOTE IF. SLOPE PLANTING OCCURS BETWEEN AUGUST iS ANO APRIL, A CITY APPROVED JUTE OR STRAW MESH SHALL ALSO BE SECURED ON ALL SLOPES OVER 3 FEET IN VERTICAL HEIGHT IN ADDITION TO THE SPECIFIED HYDROSEED AND GROUNDCOVER. vvvv t.?V-v'v~ V V V-V GROUNDCOVER LEGEND {PRIVATE SLOPES) HYDROSEED MIX #1, MYOPORUM PAR, ROOTED ClJmNGS AT 18"0.C. (ORNAMENTAL SLOPES) HYDROSEED MIX #2, ,r/,'//i' (///// ////// ,'/,'//;. MYOPORUM PARVIFOLIUM, ROOTED CUTTINGS · AT 18"0.C. (NATlJRALiZING SLOPES) HYDROSEED MIX #3 BACCHARIS P. 'TWIN PEAKS', ROOTED cumNGS AT 2'0.C. TURF HYDROSEEDED DWARF .BLENDED FESCUE, MEDALLION DWARF BONSAI (OR EQUAL) TREE LEGEND SIZE/QUANTITY COMMON NAME 15 GAL. 24" BOX 36" BOX Peppermint Tree N,C.N Red Flowering Gum Nichol's WI/low-Leafed Peppermint 2 Red Iron Bark Golden Ralntree • -.. American sweet Gum · FlaX/eaf Paper/Jilrk 28 Pink Melaleuca 22 New Zealand Christmas Tree 28 Canary Island. Pine -124 London Planetree California sycamore 4 Holly Oak Srisbane Box True Green Elm TREE TAG NOTE ALLTREES ARE TO BE $ELECTED AND SPOTTED BY THE LANDSCAPE ARCHITECT; .CONTRACTOR TO BIO SIZES AS INDICATED ON PRICES PER GROWEST NURSERIES. CONTACT OEAtfWENDT (1i4)528-076l. 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 OiSTANCE OF HALF THE O.C. SPACING SPECIFIED · FOR THAT SHRUB. ROOT BARRIER NOTE A 24" LINEAR ROOT BARRIER (DEEP ROOT MODEL #US 24-2 OR EQUAL) SHALL BE USED .ADJACENT TO ALL PAVING WHERE TREES ARE PLANTED WITHIN 5' OF NEAREST CONCRETE OR OTHER PAVING. EXTEND ROOT BARRIER MATERIAL 10' MIN. BEYOND TREE PLANl"ING .LOCATION IN BOTH DIRECTIONS, SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL· PRIOR TO INSTALLATION. INSTALL PER MANUFACTUI\.ERSRECOMMENDATIONS. SOIL 81D NOTE SPECIAL. NOi"I!, THE LANDSCAPE CONTRACTOR SHALL lNCLUC>F. IN HIS BID TO PURCHASE AND PROVIDE A SITE SPECIFIC SOILS TEST (FROM A SOILS LAB APPROVED BY THE CITY) WITH SAMPLES FROM REPRESENTATIVE SLOPES AND FLAT AREAS AFTER ROUGH GRADING HAS BEEN COMPLETED. SOILS ARE TO BE AMENDED PER LABORATORY RECOMMENDATIONS BASED UPON SOIL AGRICULTURAL SUITABILITY TEST RESULTS. BACKFILL MIX IS ALSO TO BE PREPARED BASED UPON THESE RESULTS. THE CONTRACTOR SHALL PROVIDE THE LANDSCAPE ARCHITECT AND THE CITY WITH A .COPY OF .SAID REPORT FOR REVIEW AND APPROVAL BY THE CITY INSPECTOR PRIOR TO START OF CONSTRUCTION, THE FOL.LOWING SOIL AMENDMENT INFORMATION IS FOR BID PURPOSES ONLY; IN ALL PLANTING AREAS THE FOLLOWiNG APPLICATION SHALL BE MADE PER 1,000 SQUAFI.E 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 STABIUZED ORGANIC AMENDMENT DERIVED FROM RE'DWOOD, FIR OR CEDAR SAWDUST, 15 LBS. 12-12·12 COMMERCIAL FERTILIZER 200 LBS. AGRICULTURAL GYPSUM. PREPARE SOil. MIX FOR BACKFll,.L IN PITS FOR TREES, SHRUBS AND VINES (OTHER THAN AZALEAS, FENS AND PALMS}. SOIL MIX SHALL CONSIST OF THE FOLLOWING; l/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. yo. OF MIX 2 LBS IRON SULFATE PE CU. YD. OF MIX IRON SULFAi"I! CAN CAUSE SEVERE STAlNING lF IN C:OMl!S IN CONTACT WITH MOIST CONCRETE! SURFACES; s .. I 0 HYDR.OSEED MIXES INTl!RJOR ORNAMENTAL SLOPES FLOWERING EROSION CONTROL MIX #1 BOTANICAL NAME LBS/ACRE PURITY/GERMINATION ESCHSCHOLZIA CALIFORNJCA . . 4.0 LOBULARIA MARITIMA (CARPET OF SNOW) 4.0 LOBULARIA MARIT.IMA (ROYAL CARPET) 6.0 VERBENA TENUISECTA 6.0 TOTAL LBS/ ACRE ORNAMl!NTAL PRIMARY SLOPES FLOWERING EROSION CONTROL MIX #2 20 98/80 98/75 98/75 90/75 BOTANICAL NAME LBS/ACRE PURITY/GERMINATION BAILEY MULTIRAO!ATA ERIOPHYLLUM CONFERTIFLORUM ESCHSCHOLZIA CALIFORNICA HORDEUM CALIFORNICUM LASTHENIA CHRYSOSTOMA LAYIA PLAITYGLOSSA. LOBULARIA MARITIMA 'CARPET OF SNOW' LOBULARIA MARITIMA 'ROYAL CARPET' LOTUS SCOf>ARIUS LUPINUS NANUS NASSELLA PULCHRA PENSTEMON SPECTABIUS PHACELIA CAMPANULARIA SISYRINCHIUM BELWM VERBENA TENUISECTA TOTAL LBS/ ACRE 3,0 4.0 2.0 s.o 1.0 1.0 4.0 6.0 4.0 2.0 10.0 2.0 2.0 1.0 6.0 53 NATURALlZING /TRANSITIONAL SLOP!$ 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 EN CELIA. CAL!i'ORNICA ERIOPHYLLUM CONl'ERTIFLoRUM ESCHSCHOLZIA CALIFORNICA HORDEUM CALIFORNICUM LUPINUS NANUS MIMULUS AURANTIACUS PUNICEUS MUHLENBERGIA RI GENS MUGLENBERGIA MJCROSPERMA 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 .. CONWED i00% WOOD FIBER ECOLOGY CONTROLS M-BINDER 18-18-18 FERTILIZER AM 120 MYCORRIHIZAL C A L E I I I 40 80 LAN LBS/ACRE 2000 150 200 60 D co NC E R N LAN·t)sCAPB AllCBJ'rl!:CTDi.'I i----1---;----------------,1--------+--+---+------tfsPTl CITY OF CARLSBAD I S2H£IT2S I lJJlJ Pl.ANNING DEPARTMENT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS INSPECTOR "AS BUILT" DATE DATE INITIAL DATE ENGINEER OF WOR DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.12 ROOT BARRIER IS TO BE INSTALLED IF TREE IS WITHIN 5' OF HARDSCAPE. 2x DIA. OF RO T BAL~ ,,--2• DIA. LODGE POLE TREE STAKE DOWELED OR PEELED FROM VIRGIN TREE. GREEN PRESERVATIVE TREATED. PLACED OUTSIDE OF ROOTBALL. USE TWO STAKES PER 15 GAL. TREE. ./"""-◄2 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 '--oPLANT FERTILIZER TABLETS PER AGRONOMIC SOILS REPORT ~---PREPARED BACKFILL PER AGRONOMIC SOILS REPORT '---<16" ZONE OF OVER-EXCAVATED AND RECOMPACTED NATIVE SOIL ~~~~ i=: 0 -~~-3flf 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" MAXIMUM SLOPE CUT 1: 1 111=,,--BACKFILL MIX PER APPROVED AGRONOMIC SOILS REPORT 3---ROUGHEN SURFACE r::::::=:::.::::::,---pLANTING TABLETS PER AGRONOMIC REPORT ~----ROOTBALL e-----COMPACTED BACKFILL MIX PER -,,., = APPROVED AGRONOMIC REPORT 11 =I D1ir-NATIVE UNDISTURBED SOIL 1-1/2 X's ROOTBALL DIAMETER NOTE: PLANT PIT TO BE EXCAVATED TO 1 TIME THE ORIGINAL CONTAINER DEPTH AND 1-1/2 TIMES THE DIA. OF ORGINAL CONTAINER. ,-------WATER RETENTION BASIN - TO BE ELIMINATED WHEN SHRUBS ARE NATIVE OR EXTREMELY DROUGHT - TOLERANT SPECIES ;!.l.U.~-PREPARE BACKFILL MIX PER PLANTING NOTES ~§----PLANTING FERTILIZER TABLETS, PER AGRONOMIC SOILS REPORT ---eSHRUB ROOTBALL, CROWN SHALL BE FLUSH WITH FINISH GRADE ---03" HIGH WATER REIENTION BASIN, RAKE-OUT AS DIRECTED BY THE LANDSCAPE ARCHITECT ,---eFJNISH GRADE ----PLANTING FERTILIZER TABLETS, PER PLANTING NOTES 1+----◄PREPARE BACKFILL MIX PER PLANTING NOTES '° ,Bl.• ~k-~~ml!~~~~/~,;'.,~, ~~t---------6" ZONE OF OVER-EXCAVATED _, -1°-AND RECOMMENDED NATIVE SOIL 1-1/2 X's ~~ Ji ROOTBALL Ji DIAMETER NOTE: FOR SHRUB LAYOUT NEXT TO IRRIGATION HEADS REFER TO DETAIL "I". ® TREE PLANTING SLOPE TREE PLANTING SLOPE SHRUB PLANTING ® SHRUB PLANTING ~-----WALL OR LIMIT OF WORK LINE PER PLAN r--◄ 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. __ ...__.,_,_"'::-_ _,__ _ ___.__-=-...__-=:::------GROUND COVER TO BE PLANTED IN FLATS, 0 0 0 0 0 0 0 0 0 0 SQUARE SPACING TRIANGULAR SPACING CUffiNGS, LINERS, OR 1 GALLON CONTAINERS PER PLAN ""'-11------◄ SOIL PREP. -REFER TO PLANTING NOTES s 4" 6" 8" 10" 1211 1511 18" 24" REFER TO PLANTING NOTES FOR ADDITIONAL SPECIFICATIONS SQ. FT. PLANTS WILL COVER 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 64 PLANTS 100 PLANTS 7 SQ. FT. 11 SQ. FT. 16 25 28 44 45 70 64 100 100 156 144 225 256 ~ 400 'S' REFERS TO SPACING GROUNDCOVER CITY OF CARLSBAD SILICONE._-----. GREENPLASTICo-----"111, VINE TIE PLASTIC STIK-TIEo--------1 cD 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 VINE ATTACHMENT NOTE: FOUR (4) GUYS ARE REQUIRED FOR ALL MEDIAN AND SHRUB AREAS. TREES IN TURF AREAS ARE NOT TO BE GUYED. 90° 9o•E990• 90° 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 ~--ol/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 8~~ "' a, cw~~====~:'.1~11~ !::;~mmr----◄FERTILIZER PLANT TABLETS -PER 2-1/2 TIMES ROOTBALL DEPTH TREE GUYING PLANTING NOTES -------◄BACKFILL MIX PER APPROVED AGRONOMIC SOILS REPORT '----6" ZONE OF OVER EXCAVATED AND RECOMPACTED NATIVE SOIL SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS E.3-1 E.3-1.1 E3-1.2 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 !reated with one or more of the following planting standards: a. Standard #1-COVER CROP/JUTE MESH Cover crop shall be a seed mix typically made up of quick germinating and fast covering grasses, clovers, and/or wild flowers, Submit the specific seed mix for City approval prior to application. The cover crop shall be applied at a rate and manner sufficient to provide 90% coverage within thirty (30) days. Type of Jute mesh shall be as approved by the City and staked to the slope as recommended by the manufacturer, Jute mesh shall be required when planting occurs between August 15 and April 15. During the remainder of the year, the cover crop and/or jute mesh may be used. b. Standard #2-GROUNDCOVER One hundred (100 % ) percent of the area shall be planted with a ground cover known to have excellent soil binding characteristics (planted from a minimum size of flatted material and spaced to provide full coverage within one year). c. Standard #3-LOW SHRUBS Low spreading, woody shrubs (planted from a minimum of 2 3/4 Inch liners) shall cover a minimum of seventy (70 %) percent of the slope face (at mature size). d. Standard #4-TREES AND/OR LARGE SHRUBS Trees and/or large shrubs shall be (planted from a minimum of 1 gallon containers) at a minimum rate of one (1) plant per two hundred (200) square feet. AREAS OF APPLICATION (PLANTING) SLOPES--6:1 or steeper and: a, 3 feet or less In vertical height and are adjacent to public walks or streets require at minimum Standard #1 (cover crop and Juted). b. 4 feel to 8 feel In vertical height require Standards #1, #2, and #3. c. In excess of 8 feet in vertical height require Standards #1, #2, #3 and #4. SPECIAL CONDITIONS Areas graded flatter than 6:1 require Standard #1 (cover crop) when they have one or more of the following conditions: a. Sheet graded pads not scheduled for improvements within 6 months of completion of rough grading, b. A potential erosion problem as determined by the City. c. Identified by the City as highly visible areas to the public or have special conditions that warrant immediate treatment. Areas to be hydroseeded shall first be disked or rototilled to provide a friable, loose seed bed. LAND CONCERN ~ CITY OF CARLSBAD I SHEETS I ~=====~=====~=================================~======:=====t=====:====j LlU PLANNING DEPARTMENT 2 2 ...------------,----,,-A-S_B_U_I_L_T_" ___ ..... t--_ -_ --1+--_ -_ 1-+ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ 7--+ -_ -_ -_ 7--+ -_ -_ -_t-.j--_ -_ -t-+ -_ -_ 7--1 PU.NT/NG PW/ LA COSTA GREENS APPROVED FOR PLANTING NEIGHBORHOOD 1.12 AND /RR/GA T/ON ONLY, INCLUDING PRECISE DATE "!=R0._.,, 1¾~,,,._( ---=~ __ 5"4-o'I L OCA Tl ON OF ~RRIEVl~EW,MF,=iio"""ie~r'.::-, -----------i----+---+--------------+---f-----l----1---l ~A:::ss:::,s::'rA=N=T=P=LA=N=N=IN=:G:-';o=,R=Ec=r,=oR=====::;-;:;:.:=D-=A-T=E-'=-=~~ PLAN T,ING AR C-As DATE: INITIAL DATE: INITIAL DATE: /NfflAL OWN BY; ---PROJECT NO, DRAWING NO, L/1 ENGINEER 0r WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~:i :;---CT 02-21 406-4L INSPECTOR DAT£ CONCRl!TI 1. SCOP! Furnish and Install at! concrete work complete oH indlCllted on the drawings and specified lncludlng: A. Furnish and set all reinforcing steel, bolts, and anchors. B. Jnst!II all Items reQuired by other tr8des which are to be cast Into concrete. C. Concrete mow strips, footings for: walls, fencing, benches, etc., where appllcable. 2. Gatl!RAL AU requirements of subsection 3.3.1, standard spec!flcatlons for Public Works construction, shall apply except as specified herein. 3. MATERIALS A. Portland cement shall conform to ASTM~ClS0, Type IV. 8. Concrete aggregate shall conform to ASTM-C33. C. Water shall be clean, free from strong acids, alkali, oll or organic matter. D. Add mixture for all formed concrete shall be SIKA Chemical Corp's "Pl.esttment," or approved equal, applled In strict accordance with manufacturer's directions. E. Reinforcement: Reinforcing steel ALTM-AlS and ASTM-A30S. Wire fabric: ASTM~A185. F. FClrm 1. Lumber shell be "Construction Grade," Douglas Fir. 2. Plywood for forming of concrete which Is exposed shall be plyform. All plywood used for forming shall be at least 5/8-lnch thick and edge sealed. G. Expansion joint filler shall conform with ASTM-D1751 {premolded). 4. CONCltl!TI A. Quality L The Contractor shall assume responslt,llity for all the design mix and shell guarantee the specified ultimate strength as lndlc.eted or specified herein, 2. Concrete, to be type V and the minimum 28 day ultimate strength shall be 2,000 psi. Thls Is to be verified by the project soil engineer. 3. Ready-mixed concrete shall conform to ASTM-C94. B. Proporttons and Consistency 1. The proportions of aggregate to cement shall provide a dense mixture which wlll 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 bleedlng 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, proportioM, consistency, etc., Is subject to the approved of Owner, and no changes shall be made without his prior written approval. 5,PORMWORK A. Forms l'or concrete work shell 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 w!th the upper edge of the board true to llne 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 separatety weighed and mixing shall continue until the distribution of matertals Is uniform and the mass of concrete is homogeneous. e. 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 w!thln 90 minutes after the Introduction or cement and water, and concrete which has stood for 30 minutes atter leaving the mixer, shall not be used. 6, CONVl!VING 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, end forms are approved by Owner. B. Before (!eposlting new concrete against old concrete, a!I laltance shall be removed and the surfaces roughened to expose the eml:,:edded 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. Tremles 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. Placlng shall be performed as a continuous until each section Is completed. 7. GROUT A. Grout shall be composed of one patt Portland Cement and two perts 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, surface moisture, but no free water shall appear on the sample. Do not mix more than can be used in 30 minutes. 8. CURJNG AND PROTl!CTION A. All exposed surfaces ('if concrete shall be protected from damage due to temperature, elements, and construction operations. B. Curln(J 1. All'exposed surfaces of concrete shall be protected rrom premature drying, and freshly placed concrete shall be protected against wash by rain. All concrete shall be kept wet for a period of ten days after placing. In order that curing water may reach both surfaces of walls, the forms shall be loosened and water shall be poured over the tops of the walls and allowed to run down between the concrete and the forms. 2. All liquid curing compounds shall be used ln -?1ccordance with the manufacturer's recommendations end shall not be used on surfaces receiving concrete hardener. 9. Dl!flECTIVE CONCRETE A. Concrete which is not In accordance with these sp&lflci!ltlons, out of llne, teve! or plumb; showing structure cracks, rock pockets and honeycombing shall be patched w!th dry pack concrete. B. All fins and lrregu!arfties shall be removed from exposed concrete surfaces white 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, COHCRITI PINJSH!S A. Flat surfaices 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. 5. See plans for concrete finish In landscape areas. 11. EXPANStON 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!CTl'.ON All finished concrete work shall be barricade to pedestrian traffic for three (3) days. Barricades shall be placed Immediately after concrete finishing. Contractor shall furnish, place, and remove an 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. PATCHrNG If patching IS necessary and permissible, a bonding agent such as Wetd~Crete, or equal, shaft be used. 14. CONCRETE i::URBS Construct concrete curbs at locattons shown on plans as detalled, 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 detal!ed or shown, and as directed, at Intervals not to exceed fifteen feet (15'). Finish with steel trowel, then brush with bristle brush parallel to face or edge. 15. CLEAN UP Upon completion of all concrete work and before final aecept.ence, Contrector shall remove al! tools, .surplus materials, apparatus, debris, etc., from the site and the site shall be left in e cle11n, neat condtt!on acceptable to Owner. LANDSCAPI CONSTRUCTION 1. SCOPI OP WORK The work of this section Includes all labor, materials, and equipment required to complet@ work indle&ted on the drawings. The work shall be performed In accordance With th(!! 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 Plentlng, Soll Preparation, Fertlllzatlon, P!antlng, Including lawn, Maintenance, Inspection and Certlflcattons, Guarantees, Cleanups, Staking, Guying and Espallerfng and Mlscellaneous 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 uttl!tles, electric cables, conduits, sprinkler lines, heads, valves and valve control wires, and all utl!lty ltnes so that proper precautions may be taken not to damage such Improvements. In the event of a ronflid between sum lines and plant locations, promptly notify the Landscape Architect who shall arrange for relocation for one or the other. Fa!lure to follow this procedure places upon the Contractor the responslbllfty for, at his own expense, making any and all repairs for damages resulting from work thereunder J. 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 QUANTJTil!S; All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities and shalt 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 untll approval for the same has been giver, by the Landscape Architect and City. 5. INSPECTION A. All iMspectlons shall be made by the Landscape Architect and the City. The Contractor shall request lns~c:tlon at least two (2) days In advance of the time Inspection ls required. B. Inspection wilt be required for the following parts of the work: 1. During finish grading and soil preparation. 2. Plants, after delivery to site prior to plant!ng. 3. When vines, shrubs, and trees are spotted for planttng, but holes are not excavated. 4. Specimen trees at source, before delivery. 5. Lawn areas prior to planting. 6. Plantlng areas prior to planting. 7. All landscape construction Items, prior to the start of the calendar day maintenance period (final observation). 8. At completion of calendar day maintenance period (flnal 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. 8. CIRTIPICATION A. Prfor to job acceptance, written certifications shall be submitted to the Landscape Architect, for the foltowlng: 1. Quantity and ql.lflllty of commercial fertilizer and orgentc fertilizer. 2. Quantity and quality of all soil amendments called for by plans and specifications. 7. MATIRIALI A. Plant matel'lals Indicated on the drawings and herein specified, shall conform to the followlng: 1. Nomenclature: Plant names Indicated or Usted tn the "Plant Legend'' on the drawings, conform to "Standard Plant Names" established by the American Joint Committee On Hortlculture. 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 dlsease, insect pests, or their eggs, and shall ha"Ve healthy, normal root systems, weU filling their containers, but not to the point of being root bound. Plants shalt not be pruned prior to delivery, except as authorized by the Landscape Architect, or his representative. In no case shall trees be opened before delivery. 3. Dimension: The height and spread of all plant material shall be measured with brMches In their normal position and shalt be i,s Indicated on the drawings. The caliper of all trees shall be measured four feet (4'-0") above the surface of the ground. Where caHper or other dimensions of any plent material are omitted from the "P!ant Legend," it shall be understood that these plant materlals shall be normal stock for type listed. 4. Inspection: AH plant materials must have been previously Inspected at the nursery l!IMd shall be subject to the inspection and approval of the Landscape Architect before planning, 5. PlaMt Ust: As Indicated on drawings. 6. Sizes of Plants: Shall be as stated on the plan. Container stock (1-gallon, S~gatlon, and 15-gallon) shall flave been grown In containers for at least one (1) year, but not over two years. 7. Sub!!ltltutlons: Substitutions for the Indicated plant materials will be permitted provided the substitute materlals 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, al! substitute plant materials shall conform to the requirements of these speclfkatlons. If the accepted substitute materlals are of less value than those l11dicated 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 !mmecllately and replaced with suitable plants. The Landscape Architect and/or Owner reserves the right to reject entire tots of plants represented by defective samples. 8. P:l!RTILJZl!RS AND SOIL CONDITIONERS: A. After rough grading, soil samples shall be taken from enough loc:atlons on the site to represent an adequate cross section of conditions. Soll test shall be perlormed by a soil testing laboratory (pre-approved by the City). The test shall Indicate but not be llmlted to the followlng: a. organic matter content b, N,P,K c. pH d. EC e. soil texture (sllt, day, sand) f. recommendations for amendments, teaching, and malntenBnce fertlllzattons. B. Tile results and recommendations of the soil testing laboratory shall bf! submitted to and approved by the City. The approved recommendations for amendements and backfill shalt be incorporated into the landscape plansprlor to the start of construction and shall become part of the approved plans. Products specified by product name by the soll lab ln the recommendations may be substituted with "or equ21I" products approved by the aty. The landscape contractor shall provide for and have performed a site-specific agronomic solls test report on samples t21ken 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 backfll!, 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 MATl!RJALS: A. Tree staking shall be as per plan. B. Ties for holdlng trees shall be as per detail. 10. GRADING AND SOIL PRl!PARATIONz A. Contractor Is to finish grade to within 1/loth of 1 foot or 1" below paving where paving exists. B. Moisture Content: The soil shall not be worked when the moisture content Is so great that excessive compactlon will occur, not when It ls so dry that dust wlll form In the tilr or tflat clods wm not break readily. Water shall be applied If necessary to provide Ideal moisture content for tilling and for planting herein specified. C. Prellmlnery Grading; Prellmlnary grading shall be done In such a manner to anticipate the rlnlsh grading. Excess soil shalt be removed or redistributed before application of fertlll:zer and mulch. Where soil Is to be replaced by plants and mulch, al!owance shall be made so that when finish gred!ng has begun, there shell be no deficiency ln the specified depth of mulched planttng beds. o. 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 LAND9CAPI' CONSTRUCffON (Continued) IE. All planting areas shall be scertfled to 21 depth of 12 Inches below grade with the spadng of the ripper teeth no greeter than 12 inches on center prior to p·!aclng conditioners and fertt!12ers. All rocks and debt1s more than 2" in diameter shall be removed from the site. F. Trenches: If sprinkler system Is Installed after !'.lradlng and fertilizing rs completed, the upper portion of the back flll shall be retllled and fertilized to the depth specified for the area required to conform to the specifications. 11. PINISH GRADING When preliminary grading, lndudlng weeding and fertilizing, has been completed and the soll has dried sufficlently to be readlly worked, all lawn and planting areas shall be graded to the efevatlons Indicated on the drawings. Grades not otherwise Indicated shall be unlfom, 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 buUdlrigs to allow a natural run-off of water, and surface drainage shalt be directed as Indicated on drawings by remodeling surfaces to fac!!ltate 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 soll ls at optimum moisture content for working. 12, Ml!THOD OF PLANTJNG AND WORk PROCEDURI! A. No planting shall be done until all operations in conjunction with the lnstallatlon of the sprinkler system have been completed, final gredes have been established, the planting areas have been property graded and prepared as herein specified, and the work approved by the Landscape Architect. 8. The relative position of all trees and plants Is subject to approval by the Landscape Ardiltect and Owner, and they shell if necessary, be relocated as directed as part of the Contract. C. All plants shall be removed from their contatners and set so that, when settled, they bear the·same relation to the required grade that they bore to the natural grade before be!ng transplanted. Each plant shall be planted In the center of the pit and backfilled unless otherwise specified, with the prepared soll. 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 LandsCllpe Archlteet and/or owner shall Inspect the placing and plMt!ng of all plant materials. E. In the event that underground construction work or obstructions are encountered ln the planting operation, alternate locations for plant material wlll be selected by the Landscape Architect and owner, operation will be at no extra cost to the Owner. 11, PLANTING OF TltE!S A. Position plants In plant locatlon Indicated on drawings and secure approval before excavating pits, making necessary adjustments as Indicated. 8. Al! pits for trees shall be dug square with bottom level, the plant pit size shall be dug per the followlng site conditions: I. Tree planting In flat areas: The width of the planting pit shall be two and one hatf times the rootball wio;Jth. 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 pl anting pit shall be one and one half times the rootball width. The depth of the plantlng pit shall be the depth of the rootbal! p·lus six Inches. Compacted solls at sides an(I bottoms shall be loosened by scarifying or other approved method. Pits shall be backfilled with Nprepared soil" to the required grade, and the balance of the pit filled with nprepared soil", thoroughly settle by water application. C. Set plants In the center of pit, In vertlcal position, so that crown of ball will be level with finish grade after allowlng for watering and settllng and shall bear the same relationship to the finish grade that It d!d 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 votds with additional prepared planting mix. 14. PLANffNG VINI, SHRUBS AND CIRDUNDCOV!RS. A. Vines and shrubs shall De planted In pits as Indicated by the "following site condltl(-ins: I. Vines and shrubs In flat areas: The width of the planting pit shall be onEe and one half times the wldtt, of the rootball. The dl9$>th of the plarlting 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 rootba!I plus six inches. Compll:cted soil at bottom of bit shell be loosened and the pit filled with "prepared soll" to the bottom of the ball. When the plant has been properly set, the pit shall be filled to the required grade with "prepared sorl" and thoroughly settled by tamping and watering. All v!nes shall be removed from stakes, united, and securely fastened in the approved manner to the wall, fence or other surface next to which they are planted. B. Prepare a depressed weter bestn es wide as plant balls at each plant. Water thoroughly, backfllllng any voids with additional prepared planttng mix. C. Ground Covers: 1. Pits or flats sized plant to be at least 611)((1i•x6". Ground cover areas shall be moistened prior to planttng. No nat plants shall be planted In dry soll. 2. set plants ln center of pits so that crown of plant wlll be level with finished grade after settling of soil, then baddlll and water. 3. Flatted plants shall be well-rooted with runners at least 4" but not more than 6" In length. 15, TRl!l!S AND VJNE OCCURRING IN LAWN Trees and vines occurring In lawn shall be planted before flnat preparation of those areas. UJ. CARE OP PLANTS BEPORE AND DURING PLANTING Plants shall not be allowed to dry out before or while being planted. Keep. exposed roots moist by means of wet sawdust, peet moss, or burlap at all t!mes during planting operations, Do not expose roots to the air except whfle being placed in the ground. WIited plents, whether In place or not, will not be accepted and shall be replaced at the Contractor's expense. 17, WATERING BASINS A. Construct a fully compacted mound of .soll around each tree and plant to form a watering basin at the edge of and followlng the shape of the planting rootbafl pit area. Mounds for trees and for vines from 5-gallon or larger containers, shall be at least 4• high. Mcunds 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 aft:er watering, shall be reflUed to the required grade with prepared soll, and additional nltrogen-stab!llzed sawdust worked into the surface as required grade with prepared sou, and additional nitrogen•stablll:zed 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 Nnlsh gnide and the area shall be sodded with the specif!ed sod. 11. WATIRING A. Immedi21tely after planting, water shall be apf)lled to each tree by meMs of a hose. The water !hall be applied on a moderate stream In the planting , holes untll the material about the toots ls completely saturated from the bottom of the hole to the top of the ground. B. Plants which cannot be watered efflclently-with the existing water system shall be watered by means of a hose. C. Apply water In sufficient quantities, and as often as seasonal conditions require, to keep the ground wet at all ttmes., 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. Followtng the planting of ground cover plants furnished In Mats, each ptant shall be: lmmedlately and thoroughly watered by me.ens of e hose with a slow-running stream of water. 19. TRH STAIIINGI A. Stake all trees, not to be guyed at time of ptantlng, by placlng stak,e In the prepared hole .and driving stake 18" Into solid ground. Plant the tree as close to the stake as possible wlthout crowding the roots. Fasten the tree to the upper end of the stake In at feast three (3) places, USing method specified In construction drawings. e. 1'rees, 36" box sl'le or larger, shall be guyed per landsc21pe 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 andiored with "Duck em• 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, buftdlngs, structures, etc.) sh.all be pJanted wlth deep root 18" ff near barrier l8 18-2. B. BarHer shall be the length of the ultlmate canopy width. 21. !SPALll!RINGI OF VJNIS A. All trel!fses and stakes are to be removed from plants, and the pt.ants sl'talf be fastened and trained against fences or walls as directed by the Landscape Architect. LAND:ICAPI! CONSTRUCTiON (Continued) 22, CERTIFICAffS In addition to any other certificates specified the Contractor shall furnish a certificate with each delivery of bulk materlal, 5tatlng the source, quantity, any type of material and that the rnatertal confor~s to the specification requirements. For bulk delivered organic fertilizer, the certificate shall also state the volume, net weight, percent Of nttrogen, percent of phosphoric acid. For each fertmzer and soil conditioner, in containers, a similar certificate~ 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 or the maintenance period. 23. PROTECTION The Contractor shall carefully and contrnuously protect all areas Included In the contract, Including plant materials, fences, supports, etc., untll flnal acceptance of the work by the landscape Architect and City. 24.MA!NTl!NANCI . A. The Contractor shall maintain a sufficient number of mean and ad~uate equipment to perform the work heretn si,ec:lfled. Ptent malntenana! work shall consist of applying water, weeding, caring for plants, Including ground covers, shrubs and trees, edging, aerating, and mowing of lawns, fertill:ztng and control of pests and diseases. 8. Damage to any planted area shall be repaired Immediately. Depressions caused by vehldes 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 pertod of 90 days, commencing from the time aill Items of work have been completed to l1'1e satisfaction of the Landscape Architect and the Owner. D. The project shall be so oored for that a neat and clean condition wl11 be presented at all times to the satisfaction of the Owner and the landscape J\rchitect. 25. LAWN MAINTl!NANCI! A. Watering: Water every day once per day for two (2) weeks thereafter and then gradually reduce frequency of w21terlng the three (3) times per week. The Contractor shall continue to maintain the lawn until the flnal acceptance by the Landscape Architect and the Owner. 8. Fertilizing: Apply 16-6-8 at the rate of 6 pounds per 1,000 square feet three (3) weeks after Installation and water lmmedlately tl'tereafter. C. Diseases and Pest Control: Two {2) weeks arter Installation of lawn, apply a granular mercurial fungicide of 1.8% mlrcurous chloride as per ,nanufarturer'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 dippings during mowing operations and remove from the site. A~er eftffl cutting, the edge of the grass shall be trimmed to a neat and uniform llne. The lawn edges shall be maintained In a neat condition at all times. 26. GltOUND COVl!R AND SHltUB MAINTl!NANCB A. Watering: New plantings shall be watered once per day for two (2) weeks after Installation. Reduce watering to every other dl!!ly tor the next two (2) weeks. Water thereafter three (3) times per week until final aa:eptance. B. c. Fertmzatton: Fertlllze three (3) weeks after planttng with S pounds 16-6-B per 1,000 sctuere feet; fertilize tl'lere1fter every 30 days. Diseases and Pest Control; For control of slugs and snails, apply pallet!zed trlcalclum arsenate 5% by weight as per manufacturer's recommendations two (2) weeks after lnst:alt.atton. 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 Die!drin, Undane, and Phosphorothloate. Exterminate gophers and moles and repair d-?lmages. D. Pruning: All shrubs and trees shall be pinch pruned as necessary to encourage new growth end to eliminate rar1k sudcer growth. Old rlowers, dead foliage and llmbs shalt 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 1md disposed of off the site. F. Upon completlon of the 90 day maintenance period, the Contractor shall fertltlze per B, 2 and C, 2 of this section. 2B. CLIAN UP Upon completion of the work fn this section, Contractor stlalt remove all rubbish, trash, and debris resulting from the the operations, remove dlsu!!ed equipment and and implements of service; leave entire area involved !n a neat and acceptable condition such as to meet approval of Landscape Arclittect. 21. HYDROSEEDING (GROUND COVl!!R AND TURF) Material Ar,pllcatlon 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 whidl will apply the slurry to the area to be treated at a continuous and unfform rate. b. Loading and mixing: With agitation system operating at part speed, water st,all be added to the tenk and a good circulation shell be established. c 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 fertlllzer 100 lbs./acre soil sutfur 30, W!ED ABATl!Ml!NT PROGRAM Upon completion of the lrrtgetlon system and after alt extstlng weeds have been removed from the planting areas, the followtng weed prevention shall be used: Apply fertflfzer mixture by spray per acre as follows: 300 lbs. 12-12-12 commercial fertilizer 300 lbs. urea formaldehyde 1,000 tbs. agricultural gypsum Apply post-emergent herbicide as recommended by a licensed pest control advisor to be compatlble with the seeded plant varieties. Apply mixtures per the fotlowlng time schedule: Fertltlze/Water Walt Spray the post-emergent Pest control Advisor recommendations Fertilize/Water Spray Weed Mixture Fert!llze/Water Spray Weed Mixture Grub/clean all areas to prepare for seeding plant TOTAL: 21 days 2 days 7-10 days 14 days 7 days 14 days 7 days 23 days max. 100 days ml'lx. LAND CONCERN LANDSCAPE AaCHITECTUK ■ may be turned under). Oats more than 2-1/2" high and not bearing seeds may be turned under. Perennlal weeds and grl!Sses to be removed Include, but are not llmlted to, the following: Nut Grass Puncture Vine St. Augustine Grass Wire Weed Dallas Grass Alfalfa Morning Glory Mustard Plant Johnson Grass t---+--+-------------1---t--+-------t----1 ~2 CITY OF CARLSBAD I s2HEa2s I ~~==='-====PLA:::::,:NN:::l=:NG:=D::EP.::~:::R:::TM::£::N::::T===~==~ APPROVED FOR PLANTING AND /RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REVIEWED BY: INSPECTOR "AS BUILT" OATE DATE LA COSTA GREENS NEIGHBORHOOD 1.12 1---+---+---------------+---+--+---+----t I A R0'7~ S-4-ot/ t----+---+-----------------+----+---+----J----tlcA~S~S/aS~TALN~T~P-1A~N~N~1N_G_D_IR_E_C_TO-R~-----DATE DATE' INITIAL ENG/NffR OF WORI REVISION DESCRIPTION DATE' INITIAL DATE' INITIAL OTHER APPROVAL CITY APPROVAL DWN B~-----CHKD BY: ___ _ RVWO BY: PROJECT NO. CT 02-21 DRAWING NO. 406-41 ------ --- --- - - - - - --- ---------- ----- ---- ----- - --- - - ---- - ----------- ------------ - - - ------ - - - ---- - - - - - --- - ------ --- ~ r---- I I '' I: Ii ' ' / i I I PIPE SIZING LABELED ON PLAN. ALL PIPE DOWNSTREAM FROM 1" IS TO BE 3/4" IN SIZE. 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 flPING IN PLANTING AREAS ONLY. REFER TO SHEETS 17 TO 22 FOR IRRIGATION NOTES, LEGENDS, DETAILS, SPECIFICATIONS.AND METER INFORMATION. {JJ REFER TO HOMEOWNER POC AID CONTROLLER NOTE/ DETAIL '-' FOR CONTROLLER TYPE /lND EQUIPMENT LOCATION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REFER TO IRRIGATION DRAWING NO. 397-2L CONNECT 1-112'' LATERAL TO 1" VALVE. IRRIGATION SERVED BY RECLAIMED WATER METER #13, CONTROLLER 'B'. REFER TO LA COSTA GREENS DEVELOPER PACKAGE PREPARED BY LANO CONCERN. BASE a AS-BUILT "AS BUILT" ~J»,_ &/1'<,,/iz_. , DAfE R;r:1{Cr, ~~ .t;-~,J(., DATE INITJAL INSPECTOR DATE ENGINffR OF WOR! R[VISIOV DESCRIPTION / ( 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 AND PRESSURE TEST. CITY INSPECTOR MUST APPROVE TEST PRIOR TO BACKFILLING LOCATING CONTROLLER ASSEMBLY COMPLETION OF INSTALLATION FOR COVERAGE TEST WIRE NOTE ALL LEAD WIRES TO BE 14 GA. AND ALL COMMON WIRES TO BE 14 GA. THROUGHOUT PROJECT. SLEEVING NOTE ALL PIPING AND WIRES SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE 2X DIAMETER OF PIPE SLEEVED. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MIN. 2" DIA. WIRE SLEEVE. ALL SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. DOMESTIC WATER LINE NOTE CONTRACTOR SHALL MAINTAIN A MIN. 10' HORIZONTAL AND 12" VERTICAL SEPARATION BETWEEN ALL DOMESTIC AND RECYCLED WATER LINES. RECYCLED WATER LINES SHALL BE SLEEVED AT ALL DOMESTIC WATER LINE CROSSINGS. REFER TO DETAIL FOR MORE INFORMATION. MAINTENANCE RESPONSIBILITY NOTE 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. AS-BUILT LEGEND KEYMAP WM WATER METER GV GATE VALVE BV BALL VALVE RP BACKFLOW PREVENTER MS MASTER VALVE FS FLOW SENSOR ARV AIR RELIEF VALVE QC QUICK COUPLER @ MAINLINE/ STREET CROSSING @ EDGE OF HARDSCAPE @ MAINLINE 24" FROM BACK OF CURB @ MAINLINE/ SIDEWALK CROSSING BASEc S C A L E I I I WATER CONCERN, LTD LANDSCAPE /RR/GA TION CONSUL TING 0 4-0 80 1750 East Deere Avenue, Santa Ana, CA 92705 (949) 553-3190 (949) 752-0769 FAX u]] CITY OF CARLSBAD PlANNING DEPARTMENT 1s221 IRRIGATIUN AS-BUILT FUR: LA COSTA GREENS NEIGHBORHOOD 1.12 r, APPROVE[ -/i \l. ,,.,, 3-~-lc ASS•STANT PlANNING DIRECTOR DATE OWN BY: !RR TEAM PROJECT NO. DRAWING NO. DATE /Ntr/AL DATE INITIAL CHKD BY: !RR TEAM CT 02-21 406-4L 0 TH£R APPROVAL CITY APPROVAL RVWD BY: !RR TEAM I ..t I' Ill II I I I I I ; I b w r, 0 ~ a. ! I \ J 1/ \ \ I j i I PIPE SIZING LABELED ON PLAN. ALL PIPE DOWNSTREAM FROM 1" IS TO BE 3/4" IN SIZE. g !356.9] EB ALL VALVE BOXES SHOWN ARE DIAGsAMMATIC AND ARE INTENDED TD BE PLACED IN PLANTING AREAS. ALL PPE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMATIC ONLY. INSTALL PIPING IN PLANTING AREAS ONLY. (0 REFER TO SHEETS 17 TO 22 FO~ IRRIGATION NOTES, LEGENDS, DETAILS, SPECIFICATIONS.AND METER INFORMATION. REFER TO HOMEOWNER POC A~D CONTROLLER NOTE/ DETAIL FOR CONTROLLER TYPE IND EQUIPMENT LOCATION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS i I ! ! ! ! i ! ! ' ' ! I f ! j j I "AS BUILT" C);,.g,;/)11,..-~ R[Vl[W[D BY: Jr:R( <=r-~1.p-j\- 1NsPEcroR ·,,_ '• REFER TO IRRIGATION DRAWING NO. 397-2L ., j ······--- BASE b DATE INITIAL ENGINEER OF WOR I I ·, ·~ I j I '·· I I / I -· ·i I I, 1: ',,,,_ '•,,...._ ! I I / / ! I REVISICN DESCRIPTION s 0 C 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. CITY INSPECTOR MUST APPROVE TEST PRIOR TO BACKFILLING LOCATING CONTROLLER ASSEMBLY COMPLETION OF INSTALLATION FOR COVERAGE TEST WIRE NOTE ALL LEAD WIRES TO BE 14 GA. AND ALL COMMON WIRES TO BE 14 GA. THROUGHOUT PROJECT. SLEEVING NOTE ALL PIPING AND WIRES SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE 2X DIAMETER OF PIPE SLEEVED. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MIN. 2" DIA. WIRE SLEEVE. ALL SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. DOMESTIC WATER LINE NOTE CONTRACTOR SHALL MAINTAIN A MIN. 10' HORIZONTAL AND 12" VERTICAL SEPARATION BETWEEN ALL DOMESTIC AND RECYCLED WATER LINES. RECYCLED WATER LINES SHALL BE SLEEVED AT ALL DOMESTIC WATER LINE CROSSINGS. REFER TO DETAIL FOR MORE INFORMATION. MAINTENANCE RESPONSIBILITY NOTE 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. AS-BUILT LEGEND KEYMAP WM WATER METER GV GATE VALVE BV BALL VALVE RP BACKFLOW PREVENTER MS MASTER VALVE FS FLOW SENSOR ARV AIR RELIEF VALVE QC QUICK COUPLER © MAINLINE/ STREET CROSSING @ EDGE OF HARDSCAPE @ MAINLINE 24" FROM BACK OF CURB @ MAINLINE/ SIDEWALK CROSSING A L E WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSUL TING 40 80 1750 East Deere Avenue, Santa Ana, CA 92705 (949) 553-3190 (949) 752-0769 FAX Ee I i[4 I CITY OF CARLSBAD PLANNING O[PARTM[NT L F R: LA COSTA GREENS 1 5221 NEIGHBORI-IOOD 1.12 APPROVED INITIAL DA TE INITIAL PROJECT NO. DRAWING NO. OTHER APPROVAL CITY APPROVAL OWN BY: !RR T[AM CHKO BY: !RR TEAM RVWO BY: !RR TEAM CT 02-21 406-4L ...c:- ~ ' J:: ,..... II 'I I i I ll 11 I II II' i ' I I I \ \ \ \ \ \ .... j \ \ ' \ I -----, . 'f't-'Ff't-'FF·f'·f·♦4+4+FFt+••ie~~·+.-e-4 12 ARV D . \ K "11\ .• ·ii NOTE TO CONTRACTOR SHEET 14 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS I CONNECT 1-112' LATERAL TO 1" VALVE. IRRIGATION SERVED BY RECLAIMED WATER METER #4, CONTROLLER 'C'. REFER TO LA COSTA GREENS DEVELOPER PACKAGE . PREPARED BY LAND CONCERN. REFER TO IRRIGATION DRAWING NO. 397-2L ~ ~ ?2 <( 0 z :::, 0 co REFER TO IRRIGATION DRAWING NO. 397-2L CONNECT 1-112" LATERAL TO 1"VALVE. IRRIGATION SERVED BY RECLAIMED WATER METER #4, CONTROLLER 'C'. REFER TO LA COSTA GREENS DEVELOPER PACKAGE r PREPARED~ LA~ :GER~-~· . ··-- I 0 w ,...., 0 a:'. a.. BASE c CONTRACTOR SHALL SCHEDULE A SITE OBSERVATION OF THE IRRIGATION SYSTEM FOR A REVIEW BY THE IRRIGATION CONSUL TANT MIN. 48 HOURS LEAD TIME. THE FOLLOWING ITEMS TO BE SCHEDULED FOR REVIEW: PRE-JOB/ KICK OFF CONSTRUCTION MEETING MAINLINE INSTALLATION AND PRESSURE TEST. CITY INSPECTOR MUST APPROVE TEST PRIOR TO BACKFILLING LOCATING CONTROLLER ASSEMBLY COMPLETION OF INSTALLATION FOR COVERAGE TEST WIRE NOTE ALL LEAD WIRES TO BE 14 GA. AND ALL COMMON WIRES TO BE 14 GA. THROUGHOUT PROJECT. SLEEVING NOTE ALL PIPING AND WIRES SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE 2X DIAMETER OF PIPE SLEEVED. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MIN. 2" DIA. WIRE SLEEVE. ALL SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. DOMESTIC WATER LINE NOTE CONTRACTOR SHALL MAINTAIN A MIN. 10' HORIZONTAL AND 12" VERTICAL SEPARATION BETWEEN ALL DOMESTIC AND RECYCLED WATER LINES. RECYCLED WATER LINES SHALL BE SLEEVED AT ALL DOMESTIC WATER LINE CROSSINGS. REFER TO DETAIL FOR MORE INFORMATION. MAINTENANCE RESPONSIBILITY NOTE SHADED AREAS ON THIS SHEET SHALL BE IRRIGATED WITH RECLAIMED WATER AND MAINTAINED BY HOME OWNERS ASSOCIATION. NON SHADED AREAS OUTSIDE THE HOME OWNER LOTS ON THIS SHEET SHALL BE IRRIGATED WITH DOMESTIC WATER AND MAINTAINED BY HOME OWNERS ASSOCIATION. NON SHADED AREAS INSIDE THE HOME OWNER LOTS ON THIS SHEET SHALL BE IRRIGATED WITH DOMESTIC WATER AND MAINTAINED BY HOME OWNER. REFER TO APPROPRIATE NOTES, LEGEND, DETAILS, AND SPECIFICATIONS. ALL VALVE BOXES SHOWN ARE DIAGRAMMATIC AND ARE INTENDED TO BE PLACED IN PLANTING AREAS. ALL PIPE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMATIC ONLY. INSTALL PIPING IN PLANTING AREAS ONLY. REFER TO SHEETS 17 TO 22 FOR IRRIGATION NOTES, LEGENDS, DETAILS, SPECIFICATIONS, AND METER INFORMATION. REFER TO HOMEOWNER POC AND CONTROLLER NOTE/ DETAIL FOR CONTROLLER TYPE AND EQUIPMENT LOCATION s C A 0 40 PIPE SIZING LABELED ON PLAN. ALL PIPE DOWNSTREAM FROM 1' IS TO BE 3/4" IN SIZE . AS-BUILT LEGEND WM WATER METER GV GATE VALVE BV BALL VALVE RP BACKFLOW PREVENTER MS MASTER VALVE FS FLOW SENSOR ARV AIR RELIEF VALVE QC QUICK COUPLER @ MAINLINE I STREET CROSSING @ EDGE OF HARDSCAPE @ MAINLINE 24" FROM BACK OF CURB @ MAINLINE/ SIDEWALK CROSSING L E WATER CONCERN, LTD LANDSCAPE /RR/GA TION CONSUL TING 80 1750 EastDeere Avenue, Santa Ana, CA 92705 /949) 553-3190 (949) 752-0769 FAX KEYMAP l-----+-+-----------+---+--l-------1-~ ~ CITY OF CARLS BAD I S2HEE2TS I Ll..2J PLANNING DEPARTMENT "AS EVIL T" {J,U1IJ1t---~ IRRIGATI N AS-BUILT FOR: LA COSTA GREENS NEIGHBORHOOD 1.12 .J,Jo,12. r--;:;;:;-;;;~:;;-:;;;;:-----------------t------1--+----------------j_ __ -1-__ j_ __ L _ _J LA::"S=:S::"IS:::TA:::N:::T::::P=;:LA=;N::::N:::!:::NG=;~D:::IR::"£::"C:::TO::::R:::::======::-::=-=-D=A:':T_E=:===~ R£Vl£W£0 BY: , _ I#, r/, l Y.. 11 :u OWN BY.· /RR TEAM APPROVED ~--'\ Ly C'-( ...,;f/ 15,,t'i,;,,/t!, OAT[ INITIAL OATf INITIAL OATf INITIAL CHKO BY: !RR TfAM REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: /RR T[AM INSPECTOR DAT£ [NGINffR OF WOR PROJECT NO. CT 02-21 DRAWING NO. 406-4L 11 11 Ii ! I, II I i PIPE SIZING LABELED ON PLAN. ALL PIPE DOWNSTREAM FROM 1" IS TO BE 3/4" IN SIZE. ALL VALVE BOXES SHOWN ARE DI/ISRAMMATIC AND ARE INTENDED TO BE PLACED IN PLANTING AREAS. ALL 'IPE SHOWN IN HAROSCAPE AREAS IS DIAGRAMMATIC ONLY. INSTALi PIPING IN PLANTING AREAS ONLY. REFER TO SHEETS 17 TO 22 F)R IRRIGATION NOTES, LEGENDS, DETAILS, SPECIFICATION,, ANO METER INFORMATION. 0 REFER TO HOMEOWNER POCAND CONTROLLER NOTE/ DETAIL FOR CONTROLLER TYPE AND EQUIPMENT LOCATION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS AS-BUil T "AS BUILT" a.Al_·-~rt,_ D E REV/EWE~ ;~.: C:r-rn~ ~-'4,,·I~ INSPECTOR DATE BASE d DATE INITIAL ENGINEER OF WOR, I REFERTO IRRIGATION DRAWING NO, 397-2L CONNICT 1-1/2" LATERAL TO 1" VALVE. IRRIGIJ'ION SERVED BY RECLAIMED WATER .. METEF #4, CONTROLLER 'C'. REFER TO LA COST/. GREENS DEVELOPER PACKAGE PREP/RED BY LAND CONCERN. I t; ··LU-,...,. 0 ~ a. REV/SON DESCRIPTION s 0 / C 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. CITY INSPECTOR MUST APPROVE TEST PRIOR TO BACKFILLING LOCATING CONTROLLER ASSEMBLY COMPLETION OF INSTALLATION FOR COVERAGE TEST WIRE NOTE ALL LEAD WIRES TO BE 14 GA. AND ALL COMMON WIRES TO BE 14 GA. THROUGHOUT PROJECT. SLEEVING NOTE ALL PIPING AND WIRES SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE 2X DIAMETER OF PIPE SLEEVED. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MIN. 2" DIA. WIRE SLEEVE. ALL SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. DOMESTIC WATER LINE NOTE CONTRACTOR SHALL MAINTAIN A MIN. 10' HORIZONTAL AND 12" VERTICAL SEPARATION BETWEEN ALL DOMESTIC AND RECYCLED WATER LINES. RECYCLED WATER LINES SHALL BE SLEEVED AT ALL DOMESTIC WATER LINE CROSSINGS. REFER TO DETAIL FOR MORE INFORMATION. MAINTENANCE RESPONSIBILITY NOTE 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 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. AS-BUil T LEGEND KEYMAP WM WATER METER GV GATE VALVE BV BALL VALVE RP BACKFLOW PREVENTER MS MASTER VALVE FS FLOW SENSOR ARV AIR RELIEF VALVE QC QUICK COUPLER @ MAINLINE/ STREET CROSSING @ EDGE OF HARDSCAPE @ MAINLINE 24" FROM BACK OF CURB @ MAINLINE/ SIDEWALK CROSSING BASE b BASE c A L E WATER CONCERN, LTD LANDSCAPE /RR/GA TION CONSUL TING 4-0 80 1750 East Deere Avenue, S~nta Ana, CA 92705 (949) 553-3190 (949) 752-0769 FAX I 1Eg I I 522! CITY OF CARLSBAD PLANNING DEPARTMENT !RR!c,AT!uN AS-BUIL1 FOR: LA COSTA GREENS NEIGHBORHOOD 1.12 r APPROVED V 3-3::;-/c ASSISTANT PLANNING DIRECTOR DATE OWN BY: /RR TEAM PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKO BY: /RR TEAM OTHCR APPROVAL CITY APPROVAL RVWO BY: /RR TEAM CT 02-21 406-4L I ........ " GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS. 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, OVERSPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION Of PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON SITE PIPE SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 8.' THE IRRIGATION SYSTEM SHALL RUN BETWEEN THE HOURS Of 10:00 PM AND 6:00 AM THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A · DIFFERENT TIME WITH QUALIFIED SUPERVISION PERSONNEL ON SITE). 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM 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 PREVENT 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 (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES PER CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT 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 WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPERATION BETWEEN POTABLE WAERAND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINES MUST BE INSTALLED ABOVE THE RECYCLED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPERATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. 19. 'DEVELOPER I CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST ANO COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEAL TH PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A RECYCLED WATER -QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV100-RL-NP OR APPROVED EQUAL (SPIKES SHALL NOT BE INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES), 21. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 22.• DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. 1' BLACK LETTERS 12" X 36" SIZE BLACK LOGO PURPLE BACKGROUND 36" (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER \WASH HANDS AFTER CONTACTING LA SE SUS MANOS DESPUES DE USAR 0.032 ALUMINUM, 0.060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTIERS 2" BLACK LETTERS REQUIRED SIGNAGE FOR RECYCLED WATER USE AREAS: ALL USE AREAS ACCESSIBLE TO THE PUBLIC SHALL BE POSTED WITH SIGNS (MINIMUM 2 PER METER) THAT ARE VISIBLE TO THE PUBLIC 23.' 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 BACKFLOW / CROSS CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SUSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEALTH AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT: MAINTENANCE SUPERVISOR DENNIS SPAHR AT (562) 921-3210 OR AFTER HOURS CONTACT DENNIS SPAHR AT (562) 921-3210 24. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. • ITEMS 8, 19 & 23 SHALL BE REQUIERED JUST PRIOR TO THE ACTUAL USE OF RECYCLED WATER. * ITEM 22 THE SIGNAGE SHALL BE A PART OF THIS l.P. BUT THE ACTUAL SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECYCLED WATER. 25. 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. 26. THERE SHALL BE A PHYSICAL SEPARATION BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY CONCRETE STRIPS, CHAIN LINK FENCES, OR OTHER MEANS AS APPROVED BY THE WATER DISTRICT AND D.E.H. 27. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING ARES ON THIS SITE. SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-112" x 11' SIZED SIGN. COLOR PURPLE BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT AfN TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS ANO STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR 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. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL O FALL PROPOSED CHANGES ANO MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4", PURPLE IN COLOR, WITH THE WORDS "WARNING -RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND *NO TOME EL AGUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM OIRECTL Y OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. • 18" (TYP.) I' 1 N~& ' .-------~--~------, In order to Conserve Waler ... RECYCLED DO NOT DRINK WATER IN USE NO TOME EL AQUA APPROVED FOR INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES B. TRENCH OEPTHS C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) 0. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION) AN APPROVED LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICTM AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TESTS, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER B. WARNING SIGNS AND LABELS C. QUICK COUPLING VALVES 0. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PARTS "A", 'B" AND 'G" OF THE DISTRICT FINAL INSPECTION REQUIRED SIGNAGE FOR RECYCLED WATER AREAS: ALL USE AREAS ACCESSIBLE TO THE PUBLIC SHALL BE POSTED WITH SIGNS (MINIMUM 2 PER METER) THAT ARE VISIBLE TO THE PUBLIC IN A SIZE NO LESS THAN 4 INCHES HIGH BY 8 INCHES WIDE. RECYCLED WATER OONOTDRINK 18" INSTALL WITH 3/8" STAINLESS STEEL BOLTS ·• AT A MINIMUM OF TWO LOCATIONS-LENGTH AS REQUIRED. USE 1' DIAMETER WASHER TO PROTECT SIGN. DEFORM ENDS OF BOLTS TO PREVENT EASY REMOVAL. 1-112" GALVANIZED STEEL POST WITH THREADED CAP ON TOP OF POST. FINISH GRADE CONCRETE FOOTING RECYCLED WATER WARNING SIGN IRRIGATION LEGEND ® POTABLE WATER METER LOCATION • HOUSEHOLD POTABLE WATER ~ METER LOCATION (EXISTING) IRRIGATION CONTROLLER • IRRIGATION ELECTRICAL PEDESTAL @ RECYCLED WATER SIGN .. FIRE HYDRANT LOCATION POTABLE WATER IRRIGATION MAINLINE --POTABLE WATER MAINLINE (EXISTING) ·--THERE IS NO RECYCLED MAINLINE WITHIN THIS PLAN SETS LIMIT OF WORK. MAINLINE SHOWN FOR REFERENCE ONLY. RECYCLED WATER HATCHED AREA DENOTES RECYCLED IRRIGATION LATERALS AND SPRAY HEADS .. SAN DIEGO COUNTY Department of Environmental Heafth Declaration of Responsible Charge: La~d~~~ f-( S"-\i RICHARD ARLSON . PLANTING "AS BUILT" I hereby declare that I am the landscape architect of work for this project, that I have exercised Responsible Charge over the design of this project as defined in the Business and Professions Code and that the design is consistent with current standards. I understand that the check of project drawings and specifications by the City of Carlsbad and the San Diego County Department of Environmental Health is confined to a review only and does not relieve me, as the landscape architect of work, of my responsibilities for project design. Land Concern &kO,b/~ Landscape Architect 1750 E. Deere Avenue Santa Ana, CA 92 705 Address 111,01 &o. vs,~,.. License No. & Ex~iratmn ate Environmental Land Use Specialist Ill Date CARLSBAD MUNICIPAL WATER DISTRICT APPROVED BY: DATE: -~~:.AZ::.=-"'--¥~----- WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSUL TING 1750 East Deere Avenue, s.,,,. Ana, CA 92705 (949) 553-3190 (949) 752-0769 FAX I 1E5 I CITY OF CARLSBAD PLANNING DEPARTMENT .,,v,, ··-VVMILr. Jll!..LI ruK: LA COSTA GREENS I s221 NEIGHBORHOOD 1.12 WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR AND IRRIGATION ONLY, 18" X 18" SIZE 0.032 ALUMINUM, 0.060 ABS PLASTIC OR STICK-ON VINYL SIGNS INCLUDING PRECISE LOCATION OF DATE REVIEWED BY: ,'1 ROvt::o. --/'/o.,. S-:-'!~0/ ASSISTANT PLANNING DIRECTOR DATE OWN BY: (RR /E:!,lf ·-PROJECT NO. DRAWING NO. RECYCLED WATER SIGN PLANTING AREAS DAT£ INITIAL DAT£ /NIT/Al DATE INITIAL CHKD BY: /RR TEAM CT02-21 406-4L INSPECTOR DATE ENGINEER OF WOR, REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL R\IWO BY: (IJ.R TEAM I I I I ~ r-- ' ' HOA MAINTAINED AREAS -EQUIPMENT LEGEND EE! ® z FH !X##-##-#.#"!'-' '---- -- 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(5) 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.I 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 VAL VE -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 111" SHADED AREA ON PLAN REFERS TO RECYCLED WATER USE. ONLY RECYCLED EQUIPMENT IS TO BE USED PURPLE SCH. 40 PVC RECYCLED WATER LATERAL LINE· BURY 12" -NO PIPE SHALL BE SMALLER THEN¾" WHITE SCH. 40 PVC POTABLE WATER LATERAL LINE -BURY 12" -NO PIPE SHALL BE SMALLER THEN¾" SCH. 80 PVC MAINLINE, WIRE AND LATERAL SLEEVE UNDER VEHICULAR PAVING -BURY 30". SCH. 40 PVC MAINLINE AND WIRE SLEEVE UNDER PEDESTRIAN PAVING-BURY 1!1". 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 CML ENGINEERING PLANS. FOR REFERENCE ONLY. DENOTES VALVE STATION NUMBER (POTABLE) DENOTES VALVE SIZE (POTABLE) DENOTES FLOW (POTABLE) DENOTES VALVE STATION NUMBER (RECYCLED) DENOTES FLOW (RECYCLED) DENOTES VALVE SIZE (RECYCLED) NOTE: • CONTRACTOR SHALL OBSERVE RECYCLED/ POTABLE WATER CROSSING AND SEPARATION REGULATIONS SEE DETAILS AND LOCAL CODE. HOA MAINTAINED AREAS -SPRAY LEGEND SYMBOL MANUFACTURER MODEL NO. NOZZLE RAD. FLOW P.S.I. PRECIP. *** SHRUB HEADS ON RISER*** RAINBIRD PASS PRS 12 F RAINBIRD PASS PRS 12 H RAINBIRD PA8S PRS 12 T RAINBIRD PASS PRS 120 RAINBIRD PASS PRS 12 VAN RAINBIRD PASS PRS 10 F RAINBIRD PASS PRS 10 H RAINBIRDPA8S PRS 10T RAINBIRD PASS PRS 10 0 RAINBIRD PA8S PRS 10 VAN RAINBIRD PASS PRS 8 F RAINBIRD PA8S PRS 8 H RAINBIRD PASS PRS 8 T RAINBIRD PASS PRS 8 Q RAINBIRD PASS PRS SH RAINBIRD PASS PRS 5Q FULL HALF THIRD QRTR VAN FULL HALF THIRD QRTR VAN FULL HALF THIRD ORTR HALF QRTR *** SHRUB POP-UP HEADS*** • RAINBIRD 1812 SAM PRS 12 F RAINBIRD 1812 SAM PRS 12 H RAINBIRD 1812 SAM PRS 12 T RAINBIRD 1812 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 SH RAINBIRD 1812 SAM PRS SQ RAINBIRD 1806 SAM PR$ 15CST *** TURF POP-UP HEADS*** 0 • RAINBIRD 1806 SAM PRS SH RAINBIRD 1806 SAM PRS SQ 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' B' s· 5.' 2.60 1.30 0.87 0.85 0.65 1.60 0.80 0.50 0.40 0.40 1.04 0.52 0.35 0.26 0.20 0.10 12' 2.60 12' 1.30 12' 0.87 12' . 0.65 12' 0.65 10' 1 .60 10' 0.80 10' 0.50 101 0.40 10' 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 1.63 1.83 1.83 1.83 1.83 2.01 2.01 2.01 2.01 VAR 1.78 1.78 1.78 1.78 VAR 1.83 1.83 1 83 1.83 1.83 1.83 VAR 1.83 1.83 NOTE:• ALL SPRAY HEAD POP-UP BODIES SHALL HAVE RECLAIMED PURPLE SNAP CAPS IF USING RECLAIMED WATER. HOA MAINTAINED AREAS -ROTOR LEGEND HOA MAINTAINED AREAS - GENERAL SLEEVE SCHEDULE MANUFACTURER: HUNTER SYMBOL MODEL NO. NOZZLE RAO. G.P.M. P.S.I. ••• SHRUB STREAM ROTOR.,.. FULL PART QTR. @@@ @@@ @] @ ® @ @ ® @] @ ® [§ @ @ @] @ ® @] ® ® @I @ ® tlEI (!) ~ Im ~ @ l:ll!I ~ ® im ~ e CE l1Jl ~ rm ® @ RECLAIMED 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 DOMESTIC FULL PART QTR. PGS -36V ADV ADV 9 PGS -36V 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 -38V ADV ADV 1-10 -38V ADV ADV 1-10 -36V ADV ADV 1-10 -36V ADV ADV 1-10 -36V ADV ADV 3.0SR 2.0Sfl 1.5SR 1.0SR 0.75SR 0.50SR *"* 12" POP-UP SHRUB STREAM ROTOR••• ~ @ ® ~@@ @] ® ® ~@@ @] @ @ ~@@ @] @ ® IE] @ ® @] @@ !!I l!l e Ill G> ~ lmlillO IE! e, e Ill $ S !!I is @ FULL PART OTR. PGH -3RV ARV ARV PGH -3RV ARV ARV PGH -3RV ARV ARV PGH -3RV ARV ARV PGH -3RV ARV ARV PGH -3RV ARV ARV PGH -3RV ARV ARV PGH -3RV ARV ARV PGH -3RV ARV ARV FULL PART QTR. PGH -36V ADV ADV 9 PGH • 38V ADV ADV 8 PGH • 36V ADV ADV 7 PGH -38V ADV ADV 8 PGH -38V ADV ADV 5 PGH -36V ADV ADV 4 PGH • 36V ADV ADV 3 PGH -36V ADV ADV 2 PGH -36V ADV ADV 1 FULL PART QTR. FULL PART QTR. 1-20-HP -3RV ARV ARV 1-20-HP -36V ADV ADV 3.0 SR 1-20•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 -38V ADV ADV 1.0 SR 1-20-HP -3RV ARV ARV 1-20-HP -38V ADV ADV 0.75 SR 1-20-HP • 3RV ARV ARV 1-20-HP -38V ADV ADV 0.50 SR 46' 43' 42' 40' 38' 34' 31' 30' 29' 25' 25' 25' 18' 18' 18' 48' 43' 42' 40' 38' 34' 31' 30' 29' 25' 25' 25' 18' 16' 16' 5.5 4.2 3.4 2.7 2.0 1.6 1.2 0.9 0.7 3.0 2.0 1.5 1.0 .75 .50 5.5 4.2 3.4 2.7 2.0 1.6 1.2 0.9 0.7 3.0 2.0 1.5 1.0 .75 .50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 @ SLEEVES UNDER -VEHICULAR PAVING -SCH. 80 PVC -PRIVATE DRIVEWAYS & SIDEWALKS-SCH. 40 PVC @ (1) 4" SLEEVE @ (2) 4" SLEEVES @ (3) 4" SLEEVES @ (2) 2" SLEEVES @ (1) 2" SLEEVE ® (1) 6" SLEEVE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS HOMEOWNER MAINTAINED AREAS -ROTOR LEGEND FLOW SYMBOL SPRINKLER TYPE MANUFACTURER MODEL NO PATTERN RATE RADIUS PRES. PRECIP SHRUB POP UP ROTORS ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP ROTOR POP UP TORO 340-12 NOZZLE 1 TORO 340-12 NOZZLE 1 TORO 340-12 NOZZLE 1 TORO 340-12 NOZZLE 1 TORO 340-12 NOZ2LE 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 @w• ROTOR RISER ~ ROTOR RISER @) ROTOR RISER @ ROTOR RISER @r· 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 VAA. 2.20 1.10 0.60 VAR. 3.00 1.50 0.80 VAR. 4.20 2.20 1.10 VAR. 6.20 3.10 1.60 VAR. 7.50 3.70 1.90 VAR. 2.20 1.10 0.60 VAR. 3.00 1.50 0.80 VAA. 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 EP e 0 txl □ o HUNTER ASV-101·1" ANTI-SIPHON ELECTRIC VALVE WITH FLOW CONTIROL, NPT INLET HUNTER HPV·lOlA-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 l" -BURY 24" -NO PIPE SHALL BE SMALLER 11-fEN 3/4" WHITE SCH. 40 PVC LATERAL LINE -BURY 12" (SEE PLAN FOR SIZES) SCH 40 PVC SLEEVE TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL WIRE SLEEVES TO BE 2" MIN. WHITE PVC • SEE SLEEVE SCHEDUAL FOR SIZE ~. DENOTES VALVE STATION NUMBER ~~ DENOTES FLOW HOMEOWNER MAINTAINED AREAS -SPRAY HEAD LEGEND SYMBOL SPRINKLER TYPE MANUFACTURER MODEL NO. PATTERN FLOW RATE RADIUS PRES. PRECIP. V ~ V SHRUB HEADS ON RISER SHRUB RISER RAINBIRD PA8S PRS 12 F SHRUB RISER RAINBIRD PA8S PRS 12 H SHRUB RISER RAINBIRD PASS PRS 12 T SHRUB RISER RAINBIRD PASS PRS 12 Q SHRUB RISER RAINBIRD PA8S PRS 10 F SHRUB RISER RAINBIRD PASS PRS 10 H SHRUB RISER RAINBIRD PA8S PRS 10 T SHRUB RISER RAINBIRD PASS PRS 10 0 SHRUB RISER SHRUB RISER SHRUB RISER SHRUB RISER SHRUB RISER SHRUB RISER SHRUB RISER RAINBIRD PASS PRS 8 F RAINBIRD PASS PRS 8 H RAINBIRD PASS PRS 8 T RAINBIRD PASS PRS 8 Q RAINBIRD PASS PRS 5 H RAINBIRD PASS PRS 5 T RAINBIRD PASS 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 RAINBIRO 1806 SAM 10 T RAINBIRD 1806 SAM 100 RAINBIRD 1808 SAM 8F RAINBIRD 1806 SAM SH RAINBIRD 1806 SAM 8T RAINBIRD 1806 SAM 80 RAINBIRD 1806 S,t,,M SH RAINBIRD 1806 SAM 5T RAINBIRD 1606 SAM 5Q FULL HALF THIRD QRTR FULL HALF THIRD ORTR FULL HALF THIRD QRTR HALF THIRD QRTR FULL HALF THIRD QRTR FULL HALF THIRD QRTR FULL HALF THIRD QRTR HALF THIRD QRTR 2.60 1.30 0.87 0.65 1.60 0.80 0.50 0.40 1.04 0.52 0.35 0.28 0.20 0.13 0.10 2.60 1.30 0.87 0.65 1.80 0.80 0.50 0.40 1.04 0.52 0.35 0.28 0.20 0.13 0.10 HOMEOWNER CONTROLLER NOTE 12' 12' 12' 12' 10' 10' 10' 10' e· 8' 8' 8' 5' 5' 5' 12' 12' 12' 12' 10' 10' 10' 10' 8' 8' 8' 8' 5' 5' 5' 30 30 30 30 30 30 30 30 30 30 30 30 30 30 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 RSD-CEx HOMEOWNER POINT OF CONNECTION TIE INTO EXISTING SERVICE LINE WATER SUPPLY AT THE WATER METER. INSTALL A LINE SIZE GATE VALVE. PRESSURE REGULATOR, AND RUN MAINLINE TO VALVE MANIFOLDS ON SIDE OF HOUSE PER DETAIL. MAINLINE AND VALVES SHOWN IN PAVED AREAS OR IN HOUSE IS DIAGRAMMATIC ONLY. CONTRACTOR SHALL ENSURE THAT PRESSURE DOWNSTREAM FROM F'OINT OF CONNECTION IS 50 PSI. CONTRACTOR TO INSTALL AVB VALVES ON THE LATERAL LINES AS NECESSARY FOR SLOPE CONDITIONS. -'",{-:',:.',: •• -!:, ;·,;.,,, ·\"j;{:i}.. •S•i WATER CONCERN, Lm LANDSCAPE IRRIGATION CONSULTING 1750 East Deere Awnue, Sllnta Ana, CA 92705 (949) 553-3190 (949) 152-0769 FAX 2.01 2.01 2.01 2.01 1.78 1.78 1.78 1.78 1.63 1.83 1.83 1.83 1.83 1.83 1.83 2.01 2.01 2.01 2.01 1.78 1.78 1.78 1.78 1.83 1.83 1.83 1.83 1.83 1.83 1.83 t----+-+--------------!---1--1----1----1 ~ CITY OF CARLSBAD I S2HEETS2 I ~ PLANNING DEPARTMENT "AS BUILT" DATE REVIEWED BY: INSPECTOR DAT£ \llVl'I FOR: LA COSTA GREENS NEIGHBORHOOD 1.12 A~ro~• -/~ .S--1/•C1/ ASSISTANT PLANNING DIRECTOR DATE t--:llll=rt:=-r,N-ITIA--L-+------------------+---l---l---l---1 ~D~lll~N==::B~Y::::;IR~R~Tt;g~M=;~==P=R=o=J:::£.:::C::::T=N=o==.==:;-;:...=D-R::.>\=.lll=-1N=-G=-=-N=o~.- llllT£ /NlnAL DATE: INITIAL CHKD BY: /RR TEiW CT 02-21 406-4L E:NG/NFIR OF WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL R\IWD BY: IRR TEAM Wire.Connect FOR WIRE SIZES NO. 14, 12 AND 10 ~•. . SLIP BASE SOCKET OV~R ..,. ~ END OF WIRES. m L.sTRlP WIRES APPRO:ATELY 5/8" FROM ENDS TWIST ENDS TOGETHER. ' C APPLY SEALER TO OUTSIDE OF SEAUNG PLUG, Fill CAVITY WITH SEALER g ~o------··--5 U) L. PUT CRIMP SLEEVE OVER WIRE ENDS. CRIMP SLEEVE AND CUT OFF EXCESS WIRE. ,------e PULL BASE SOCKET OVER WIRE END j AS FAR AS POSSIBLE "'~IFi□~==";';; ~ ~ PUSH SEALING PLUG INTO SOCKET BASE r PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION ,______________, RAINBIRD PEN· TITE WIRE CONNECTOR OR APPROVED EQUAL FOR WIRE SIZES LARGER THAN NO. 10 r---e STRIP WIRES APPROX. 5/8" / FROM ENDS / TWIST CONNECTOR UNTIL WIRE ENDS REA0--1 BOTTOM ~ .---e AFTER MIXING CONTENTS OF I SEALING PACK IN ACCORDANCE \ WITH INSTRUCTIONS, CUT 1/2" OFF \ END OF PACK AND INSERT CONNECTOR TO OPPOSITE END. I@ I ,-e WRAP OPEN END OF SEALING \\ PA.CK WITH TAPE ANO LEAVE IN RAISED POSmON UNTIL RESIN \ JELLS. (APPROXIMATELY 8 MIN. AT fb8 I ) GRADE ------------t1POPUPSPRAYHEAD REFER TO LEGEND FOR SPECIFICATIONS __.-·-"'-4--e NOTE: ALL HEADS TO BE SET 6" MIN. FROM ALL HARDSCAPE SURFACES OR WALLS. .,_7'~-'"-------=--=--=--=--=-~ .. FINISH GRADE I IN TURF f--;i,,:± _____ _, IN SHRUB • MARLEX STREET ELL, TYP. //' SCH. 80 PVC NIPPLE LATERAL LINE. SIZE PER PLAN /1/2 SCH. 80 PVC NIPPLE ,-. MARLEX STREET ELL / SCH. 40 PVC SxSxT TEE I OR ELBOW ~-------POP UP ROTOR. REFER TO LEGEND FOR SPECIFICATIONS NOTE:ALL ROTOR HEADS TO BE SETS'' CLEAR FROM ALL HARDSCAPE SURFACES ALL ROTOR HEADS TO HAVE PURPLE RECLAIMED WATER 6" ,---<1SCH. 40 STREET ELL, TYP. ---SCH. 80 PVC NIPPLE 8" LONG SCH. 40 STREET ELL, TYP. SCH. 40 PVC SxSxT TEE OR ELBOW IDENTlflCATION CAPS IF USED ~--::,.,~ ,I WITH RECLAIMED WATER LATERAL WIRE CONNECTIONS GENERAL POP UP -FLAT GENERAL ROTOR POP UP -FLAT GENERAL lllll,!1.1111. ~=._., 10" ROUND GREEN VALVE BOX (PURPLE IF USED WITH RECYCLED WATER) HEATBRAND"AVR" _,.,--.. AGRICULTURAL PRODUCTS, INC, ARV·2 VALVE· 2" ~--➔ 2" SCH. 80 TX T PVC COUPLING TO BE LINE SIZE WITH ARV-2 ~--➔ SUPPORT BRICKS· TWO REQUIRED ~-◄ 12" MIN. DEPTH OF 314" CRUSHED GRAVEL l!l!!~lrfii'"!II~-• 2" SCH. 80 PVC NIPPLE. LENGTH TO BE DETERMINED TO GIVE ARV-2 VALVE 3" CLEARANCE WITH TOP OF VALVE BOX ..___ _ _. 90% COMPACTED SUB-GRADE ~--◄ TEE FITTING. CONTRACTOR SHALL VERIFY TYPE OF FITTING WITH SPECIFICATIONS AND PIPE LEGEND. CONNECTION TO ARV VALVE TO BE THREADED. AIR/ VACUUM RELEASE VALVE HOA MAINTAINED AREAS ONLY STREET SURFACE\ v2222z2222221221 POTABLE SERVICE LINE (SEE IMPROVEMENT 3.5 FEET DRAWINGS) 12" MINIMUM REQUIRED VERTICALSEPERATION RECYCLEDWATER ~ IRRIGATION MAINLINE WITH SLEEVE NOTE: ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN: 'STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS' 'CARLSBAD RECLAIMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS' OCTOBER 1993 POTABLE MAINLINE CROSSING GENERAL SIDEWALK\ CURB \ APPROX. 8" POTABLE SERVICE LINE 1 O' MINIMUM TO POT ABLE METER BOX WITH MHER 24" MAINLINE IN STREET ---i \ RECYCLED WATER IRRIG~ MAINLINE WITH SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATERLINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. POTABLE SERVICE LINE CROSSING GENERAL Gate.Dom.Union . NOTE: INSTALL PER ALL LOCAL CODES ~--···· -e GREEN , SOLT LOCKING PLASTIC ,/ CIRCULAR VALVE BOX· MARKED ''G\f' GATE VALVE WITH EXTENSIONS AS NECESSARY BRASS GATE VALVE, SEE LEGEND FOR TYPE I fl_: --~ • 3" LONG SCH. 80 NIPPLE 51illl----.. SCH. 80 UNION NOTE: -·--SCH. 80 THREAD ONE END (T.O.E.) NIPPLE• TWO REQ'D 12" MIN. DEPTH OF 3/4" CRUSHED GRAVEL BRICK STABILIZER· 4 REQUIRED • COMPACTED SUB-GRADE GATE VALVES UP TO 2" SHALL HAVE MALLEABLE IRON TEE HANDLES. VALVES LARGER THAN 2" SHALL HAVE SQUARE OPERATING NUTS. HOMEOWNER MAINTAINED AREAS ONLY , VACUUM BREAKER SHALL BE 12" MIN. ABOVE HIGHEST HEAD ON SYSTEM LATERAL LINE ELECTRIC CONTROLWIRES MANUAL CONTROL VALVE WI ATMOSPHERICACTUATOR .--e SCH. 80 PVC NIPPLE, LENGTH Af', REQUIRED r----SCH. 80 PVC ELBOW, TYP. --e SCH. 80 PVC THREAD ONE I ENO(T.O.E.) NIPPLE, CONNECT TO MAINLINE WITH SLIP COUPLING(IWO REQUIRED 1-+~fflffl!!!!""''l!"'~F~IN~ISHEO GRADE AUTOMATIC VALVE HOMEOWNER MAINTAINED AREAS ONLY - LINE TYPE Spray.Toe.Rec.Mx .... FINISH GRADE OF BOTTOM OF SLOPE ~- ALL HEADS TO BE INSTALLED WITH RECLAIMED WATER SNAP CAPS : = ~---◄ HIGH POP SPRAY HEAD· 1 ·1 REFER TO LEGEND FOR NO.JrPiLL SPRAY HEADS TO BE KEPT A MIN. OF 6" FROM ALL HARDSCAPESURFACES s;◄ SCH. 40 PVC SXSXT TEE LATERAL POP UP ON SLOPE BASE GENERAL _!.~f'TION SIZE IN LANDSCAPE <2-1;2· •>2-1/2 DEPTH 18" 24" • CONTROL WIRE BUNDLE IN A SLEEVE • SEE PLAN FOR SLEEVE: TYPE ANO SIZE PRESSURE MAINLIN UNDER VEHICULA PAVING IN LANDSCAPE <2-1/2~ >2-1/2" <2-1/2" >2-1/2R 30" 30" 12" 12" ALL WIRES, LATERALS ANO MAINUNE SHALL BE SLEEVED UNDER VEHIOJLAR AND PEDESTRJAN PAVING LATERAL UNE UNDER VEHICULA <2-1/2" 30" CONTRACTOR SHALL COORDINATE All. SLEEVING WITH HAROSCAPE CONTRACTOR PRIOR TO FORMING TO ENSURE SLEEVES ARE SET 12" PAVING >2-1/2' 30" ALL SLEEVES TO EXTEND 12" BEYOND HARDSCAPE SURFACE PIPES UNDER PAVING GENERAL LATERAL LINE NOTE: INSTALL PER ALL LOCAL CODES. ,...,.........-----AUTOMATIC ACTUATOR· SEE LEGEND FOR TYPE CONTROL VALVE SCH. 80 PVC NIPPLE, LENGTH Af', REQUIRED SCHEDULE 80 PVC ELBOW, TYP. SCH. 80 PVC THREAD ONE END(T.0.E.) NIPPLE, CONNECT TO MAINLINE WITH SLIP COUPUNG(TWO REQUIRED) ,..._ ..... FINISHED GRADE MAINLINE Rotor.Toe.Rec POP • UP ROTOR TO BESET PERPENDICULAR TO SLOPE ANGLE ALL HEADS TO BE INSTALLED WITH RECLAIMED WATER CAPS __ __., HIGH POP ROTOR HEAD· REFER TO LEGEND FOR lYPE NOTE: ALL ROTOR HEADS TOBE KEPT A MIN. OF 6" FROM ALL HARDSCAPE SURFACES ~--SCH. 40 PVC SXSXT TEE SCH. 40 PVC STREET ELL, TYP. -~---a• MIN. LONG SCH. 80 PVC NIPPLE ROTOR POP UP ON SLOPE BASE GENERAL / ... ~--------.., PAVEMENT (2) WARNING TAPE LIN~ 1 -ON TOP OF SLEEVE 1 -12" ABOVE SLF.EVE I 6 " FINISH GRADE I I · •· -1111 liilil I LATERAL LINE 2w LAYER OF CLEAN BACKFILL PRESSURE MAINLINE CONTROL WIRE BUNDLE l-<·-11---1lllill- l I / ,..._,. ----·-·• 2" LAYER OF CLEAN BACKFILL NOTES: 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES lo, t .. . I - 2. BUNDLE ANO TAPE WIRING AT 10' INTERVALS CONTRACTOR SHAU. HAVE RECYCLED 3. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE JN DIRECTION GREATER THAN 30°. UNTIE ALL LOOPS AFTER All CONNECTIONS HAVE BEEN MADE WATER MAINLINE INSPECTED BY THE CITY INSPECTOR PRJOR TO BACKFILL. CALL (760) 815 6708. TRENCHING GENERAL 4. SEE IRRIGATION SPECIFICATIONS FOR SACKFILL AND COMPACTION REQUIREMENTS _______ _., STUB COMMON AND REMAINING CONTROLLER Wl~ES ,--------< CAP & STUB MAINLINE FOR FUTURE IRRIGATION ?.-::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::.,. .. VALVE LOCATIONS IN SHRUB AREAS ,-, NIBCO T·113 BRASS Vl>J.VE AND WILKINS 600 SERIES 1 • (PRESSURE REGULATOR TO BE INSTALLED IF STATIC WATER PRESSURE AT WATER METER IS MORE THEN 75PSI) .,------t++¼--MAINLINE FROM SERVICE LINE POINT OF CONNECTION TO EXISTING SERVICE LINE SERVICE LINE CONTROLLER/ RAIN SENSOR LOCATION (SEE CONTROLLER NOTES AND DETAILS) ~:::r--,lJ,j,+--4 SIDE YARD MAINT. WALK SLEEVES. SEE PLAN, LEGEND, AND DETAILS WATE.R METER -E.XISTING FACE OF CURB INSTALL ALL VALVES IN SHRUB OR FUTURE SHRUB AREAS ONLY. AUTO GLOBE VALVE HOMEOWNER MAINTAINED AREAS ONLY HOMEOWNER POINT OF CONNECTION HOMEOWNER MAINTAINED AREAS ONLY WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSUL nNG 1750 East Deele Avenue, Santa Ana, CA 92705 (949) 553-3190 (949) 752-0769 FAX I 1Eg I CITY OF CARLSBAD PLANNING DEPARTMENT 1.1un ut:TAILS MJK: ls22I "AS BUILT" LA COSTA GREENS APPROVED FOR PLANTING NEIGHBORHOOD 1.12 AND IRRIGATION ONLY, • {'ARO"""-~ INCLUDING PRECISE DATE /lli~ S-'4--0'/ LOCATION OF ASSISTANT PLANNING DIRECTOR DATE REVIEWED BY: PLANTING AREAS DATF: OWN BY, !RR TEAM I PROJECT NO. I DRAWING NO. IN/77AL DATF: IN/77AL DATF: INITIAL CHKD BY.· !RR Tf!,M CT02-21 406-4L ENGINEE:R OF IVORI REVISION DESCRIPTION OTHE:R APPROVAL CITY APPROVAL R~D BY, /RR TEAM INSPECTOR DATE I i I () --1") \.0 BRASS RISER •· ·---~ BRASS ELBOW••-- BR.ASS NIPPLE •- 2' M 1 CU, FT, (2000PSI) CONC. THRUST BLOCKS. WP.AP PIPES WITH 10 MIL TAPE. COMPACT SUB-GRADE TO 90% PRIOR TO POUR ~ .. '. ;:;iii!f1~"' NOTES: . 1. THERE SHAILL BE NO FmINGS OR. ,._:· :l!lil CONNECTIONS TO OTHER FACILITIES 1 11== BETWEEN THE METER AND THE · -BACKFLOW ASSEMBLY 2. BACKFLOW PREVENTER MAY NOT BE INSTALLED IN PUBLIC RIGHT~OF·WAY 3, CONSTRUCT 2' HIGH RETAINING WALL ON 3 SIDES OF 8ACKFLOW PREVENTER WHEN INSTALLED ON A 4: 1 OR GREATER SLOPE. OPEN END SHALL BE AT DOWNHILL SID OF SLOPE. PROVIDE 2' HORIZONTAL a.EARANCE BETWEEN WALL AND BACKFLOW PREVENTER. 4. 00 NOT INSTALL IN AREA SUBJECT TO FLOODING. 5. INSTALL PER C.M.W.D. STANDARD DRAWING W-20. 6, CITY BACKFLOW SPECIALIST MUST APPROVE INSTALLATION. CALL (760) 438 2722 EXT, 7152, R.P. BACKFLOW HOA MAINTAINED AREAS ONLY Flow.Plan MIN. 15X PIPE DIA. ~----.SENSOR TEE I ~---4 FLOW SENSOR WIRES• #14 AWG BLACK / AND RED / #14 BLACK AND RED WIRE -MAX 2000' I DISTANCE / I 1" PVC CONDUIT TO CONTROLLER (EPOXY ALL I I I ENDPOINTS TO WATERPROOF) ----.(2) #14 OA. CONTROL WIRES (TO CONTROLLER) MASTER CONTROL HEAT BRAND "FS" ~:;;;:+-~,_.VALVE HEAT BRAND"MCV" VALVE BOXES WITH HEAT BRANDED LETTERS NOTE: MAINLINE MUST BE DOWNSIZED TO SIZE OF FLOW SENSOR TEE BETWEEN MASTER VAL VE AND FLOW SENSOR AND AFTER FLOW SENSOR. DISTANCES ARE SHOWN ABOVE MASTER VALVE/FLOW SENSOR HOA MAINTAINED AREAS ONLY Gato.Rec ,,------t PURPLE, Bot. T LOCKABLE PLASTIC CIRCULAR VALVE BOX -MARKED 'GV' T. CHRISTY PURPLE RECLAIMED WATER TAG ~--____. BRASS GATE VALVE, SEE LEGEND FOR TYPE ~--314 CU.FT. CRUSHED ROUNDED GRAVEL. -12" DEEP MIN. ,,----e 8" DIA CLASS 200 PVC PIPE EXTENSION -LENGTH AS NEEDED :!,Zmm,-_.,..--e BRICK STABILIZER ·· • COMPACTED SUB-GRADE GATE VALVE HOA MAINTAINED AREAS ONLY Basket.Flanged .Ree _,------<. T. CHRISTY PURPLE RECLAIMED WATER TAG '~--, PURPLE, BOLT LOCKING VALVE BOX WITH EXTENSIONS -MARK 'BS' l"='llr"-:-j..-_, FLANGED STAINLESS STEEL +-t---1+-BASKETSTRAINER WITH 80 MESH STAINLESS STEEL "-__, SCH. 80 PVC T.O.E. NIPPLE · TWOREQ'D 8" COMMON BRICK SUPPORT (FOUR REC'D) 12" MIN. DEPTH OF 3/4" _., CRUSHED GRAVEL ..._ ___ 90% COMPACTED SUBGRADE FLANGED BASKET STRAINER HOA MAINTAINED AREAS ONLY ALL HEADS TO BE INSTALLED WITH RECLAIMED WATER CAP$ IF USED WITH RECLAIMED WATER Velve.Rec.Unlon #4 REBAl'I STABALIZER BURY TO 18" MIN. DEPTH · IMlll!i = 11·111111 I ~ BRASS UNION PURPLE PVC MAINLINE FINISHED 1' IN TURF GRADE 111/2" IN SHRUBS ~~--< PURPLE, BOLT LOCKING VALVE BOX MARK 'RCV' • T.CHRISTY YELLOW STATION #TAG • T.CHRISTY PURPLE WATER TAG 24" LONG EXPANSION COIL ~"--1!--• SCOTCH LOC WIRE "7fc:::::::::':"::j:~'-<--CONNECTORS (OR EQUAL) LATERAL 1¾,:.006 '-.._ .AUTOMATIC CONTROL IJl'--,rl;b::!--VALVE-SEEPLANFORTYPE ~ SCH.BO PVC T,O.E. NIPPLE ffl - COMPACTED SUB-GRADE AUTOMATIC VALVE 3" SCH.BO NIPPLE SCH, 80 UNION ~a• COMMON BRICK SUPPORT-4 REQUIRED HOA MAINTAINED AREAS ONLY ----SHRUB ADAPTER WITH ROTOR NOZZLE -REFER TO LEGEND FOR SPECIFICATIONS ~ All HEADS TO BE SET 6" CLEAR FROM ALL STRUCTURES STAINLESS •--i1=~t_:r:::::~r-~T. CHRISTY WATER STICKER IF USED WITH STEEL HOSE RECLAIMED WATER SOURCE Ct.AMPS KBI (OR EQUAL) IN-LINE ADV AS NECESSARY (2 REC'D) --l---SCH. 80 PVC RISER l -"';::::::::!=:~SCH. 40 PVC ELL , MARLEX STREET ELL, TYP. · ~SCH.80PVCNIPPLE / r----LATERAL LINE· SIZE AS NOTED ON PLAN --SCH. 80 PVC NIPPLE MARLEX STREET ELL SCH. 40 PVC SxSxT TEE OR ELBOW ROTOR ON RISER HOA MAINTAINED AREAS ONLY APPROVED FOR PLANTING "AS AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF REVIEWED BY: PLANTING AREAS INSPECTOR BUILT" _,,..---◄ 10' BOLT LOCKING PURPLE PLASTIC ORCULAR VALVE BOX • CARSON 910 -38 (HEAT BRAND "PR') --a ADJUST PRESSURE SETTING PER POINT OF CONNECTION NOTE 11,-------PRESSURE REGULATOR - SEE LEGEND ,----< SCH. 80 PVC THREAD ONE END NIPPLE (T.O.E.) TWO REQUIRED Cl.""""'"'ii.'.'.::":~=llf~.i.,;).JJ~r ~--eBRICK STABILIZER iD r,..,--..-. ti,ilin,rn~ (FOUR REQUIRED} H+I-J.!41-41--◄ 1 CU. FT. 3/4" CRUSHED GRAVEL PRESSURE REGULATOR HOMEOWNER MAINTAINED AREAS ONLY Thrus1Blk --_._/ WATER PIPE AND FITTING CONCRETE THRUST BLOCKTO BE POUR IN PLACE TYPE 5 CONC. PIPE TRENCH UNDISTURBED SOIL CONTRACTOR SHALL FOLLOW PIPE MANUFACTURER'$ RECOMMENDATIONS FOR SIZING OF THRUST BLOCKS THE CONTRACTOR SHAL PLACE MJV ADDITIONAL THRUST BLOCKS WHERE NECESSARY TO PROTECT FITTINGS FROM PRESSURE OR FLOW SURGE THRUST BLOCKS HOA MAINTAINED AREAS ONLY DATE DATE L.l-----------SHRUS ADAPTER WITH SPRAY NOZZLE -REFER TO LEGEND FOR SPECIFICATIONS r,~L4::::::-,i__i-__., ALL SPRAY HEADS TO BE SET 6" CLEAR FROM ALL STRUCTURES i-----+---<1T. CHRISTY WATER STICKER IF USED WITH RECLAIMED WATER SOURCE ~~---1----l-----KBI (OR EQUAL) IN-LINE ADV AS NECESSARY ,-+----+--<1SCH. 80 PVC RISER SCH. 40 PVC ELL MARLEX STREET ELL, TYP. ---SCH. ao PVC NIPPLE ,---<!i'VC LATERAL LINE -SIZE AS NOTED ON PLAN ,----oSCH. ao PVC NIPPLE I 11 ,..........MARLEX STREET ELL SCH. -40 PVC SxSxT TEE OR ELBOW SPRAY ON RISER HOA MAINTAINED AREAS ONLY DATE INITIAL ENGINEER OF WO/.: REVISION DESCRIPTION -R~-----WALL /"' __ _....., A UT OMA TIC CONTROLLER MOUNTED INDOORS. POWER TO BE PROVIDED FROM BUILDING AND CONDUIT INST ALL ED PER LOCAL ELEC CODES · ·•JUNCTION BOX FOR 117VAC ELECTICAL CONNECTIONS e314" P.V.C. CONDUIT WITH VALVE WIRES ---eSTRUCTURE. FOOTING ~---eALL PVC ABOVE GRADE SHALL BE UVR PVC SCH. 40 -----24 VOLT CONTROL WIRES TO ELECTRIC VALVES CONTROLLER -INDOOR WALL MOUNT HOMEOWNER MAINTAINED AREAS ONLY Cont.Top ~----HUNTER SG-MC SENSOR GUARD ENCLOSURE ./·---e "-UTOMATIC CONTROLLER STAINLESS . STEEL ENCLOSURE -SEE CONTROLLER A-:-=---y NOTE FOR SPECIFICATIONS FINIS r FLOW SENSING WIRE CONDUIT ~---e ON/OFF· GFI SWITCH PER CODE --.... ,EPOXYSEALANTAROUNO / EDGES 1 ~6"MIN, THICKPOUREDCONC.BASEAS 1; REQUIRED BY MANUFACTURER'S 2!!" 1 SPECIFICATIONS · ... --111-c,'-< ~SLOPE TO DRAIN PEDESTAL / FOUNDATION ~ 5/8ff X 96" COPPER CLAD r~~~+::.... GROUNDROD-ATTACHTO lo 111111-· CONTROLLER CABINET r-llffl!!\c---t _;a ------e 3" PVC LONG SWEEP ELL . '-ffll~ DIRECT BURIAL CONTROL WIRE TO CONTROL VALVES -~------e 117 VOLT, 60 CYCLE POWER ~~--..__ WIRES IN CONDUIT ......_ ___ ____. FOUR(4) 1-1/2'' SCH. 40 PVC CONDUIT FOR SENSOR WIRES CONTROLLER • TOP LIFT HOA MAINTAINED AREAS ONLY / --------PURPLE, SOLT LOCKING PLASTIC / CIRCULAR VALVE BOX-CARSON 910 _j== r.----'-',,'FINISH GRADE HEAT BRANDED "QCV" QUICK COUPLER VALVE, SEE LEGEND FOR TYPE. COMPACTED SUB-GRADE --a T-CHRISTY'S PURPLE RECYCLED WATER TAG • BRASS NIPPLE, LENGTH AS REQ. >'-------12"' MIN. DEPTH OF 3/4" CRUSHED GRAVEL l!-------o BRASS ELBOW ------oBRASSSTREF.TELL, TYP. ,==-----BRICK STAEILIZER iU-lll-----o BRASS NIPPLE, 6" MIN. LENGTH r---i:-;,,L-'--' ....., PVC SCH. 40 TEE OR F.ll PVC MAINLINE, DEPTH AS REC, 311" MIN. LENGTH #4 REBAR NOTE: QUICK COUPLER VALVE STABLIZERS ATTACH W!TWO SHALL BE OF A TYPE APPROVED STAINLESS STEEL STRAPS FOR RECYCLED WATER USE QUICK COUPLER HOA MAINTAINED AREAS ONLY WATER CONCERN, LTD LANDSCAPE /RR/GA OON CONSUL TING 1750 East Deem A""nue, Santa Ana, CA 92705 (949) 553-3190 (949) 752--0769 FAX I 2"01 CITY OF CARLSBAD 1 5221 PLANNING DEPARTMENT ~i .1vn1 uc ,·AILS r-uK: LA COSTA GREENS NEIGHBORHOOD 1.12 1, ROVf'D--• 71,,,, S-4-o'/ ASSISTANT PLANNING DIRECTOR DATE OWN BY: /RR T£AM PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: /RR rEAM CT 02-21 406-4L OTHER APPROVAL CITY APPROVAL RI-WO BY: /RR [£AM__ I ~ r--... SCOPE Fumish all materials, equipment, services, supervision, transportation and labor necessary to perform all Irrigation work complete Including the following: Drawings and Specifications, Service Manuals, Record Drawings, Loose Equipment, Guarantee, Materials and lnstaHallon, 1. DRAWINGS AND SPECIFICATIONS: A. The intent of the Drawings and Specifications Is to indicate and specify a complete and efficient irrigation system ready for use In accordance with the manufacturer'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 structural and finished conditions affecting all the work, and plan the work accordingly, furnishing such fittings, etc. as may be required to meet such condilions. 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 specialJized knowledge. 3. RECORD DRAWINGS Contractor shall procure from the Owner a sepia mylar of the irrigation layout and mark the exact "as built" arrangement Including locations of an 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. Aller final inspection and before final payment, the mylar shall be delivered lo the Owner. The Plan Preparer must also prepare "as bullr set for city approval. 4. LOOSE EQUIPMENT Loose irrigation equipment, operating keys and spare parts will be furnished by the Contractor in quantities as shown on plans or in specifications. 5.GUARANTEE A. The entire irrigation system shall be unconditionally guaranteed by the Contractor as to material and workmanship, Including settling of backfilled areas below grade for a period of one (1) year following the date of final acceptance of the work. B. If, within one year from the date of completion, settlement occurs, and adjustments tn 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 addltlonal 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 welks, buildings, walls, streets, or as diracted by the ownafs authorlzed representative. C. The contractor shall notify lhe 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. Coples of lest data shall be delivered to the OWner and the Landscape Architect. 7. MATERIALS A. Pipe and Fittings (1) Brass Brass pipe shall be IPS standard weight 85% Red Brass. Fittings shall be with standard 125-pound cast bronze threaded fittings. (2) PVC Conduit Pipe 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 D 1785 Cell Class 12454B and ASTM D2241 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. (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 I PS-Weld on low volatile blue glue with P68, 70 primer or approved equal. Glue and primer as manfuactured by IPS Weld-on, Gardena, California or approved equal. f. Caution shall be utilized in handling Type I pipe due lo the possibility of cracking or of splitting when dropped or handled carelessly. g. When connection is plastic to metal, male adapters shall be used. The male adapter shall be hand lightened, plus one turn with a strap wrench. Joint compound shall be Perrnatex Type 11. (6) Gasket Seal PVC Pipe -Not applicable (7) On-Grade PVC Pipe -Not appllcable B. Sprlnkler Heads Sprinkler heads shall be as shciwn on plan C. Valves (1) Remote Control Valves -Electric remote control valves shall be as shown on plan (2) Gate Valves -Approved gate valves shall be Watts WGV-X with (3) Quick Coupling Valves Quick coupling valves shall be as indicated on Plan and shall be instelled 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 shewn on Plans and Details. E. Stelnless Steel Wall Mount Plate: Stainless Steel Wall Mount Plates and hardware used in Installation of the enclosure shall be manufactured with 100% Stainless steel. Enclosure shall be as shown on Plans and Details. F. Control Wire for RCV's All wiring to be used for connecting lhe 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 color of lead wire. Minimum 14 gauge. G. Valve Boxes All remote control valves, gate valves, quick couplers, pressure regulators, and pressure relief valves shall be installed In green valve boxes as shown In details, complete with locking covers. All shall be CARSON or approved equal, and shall be marked "RCV" with station numbe1s for control valves, "GV", "QCV'', "PRV", "PR" respectively heat branded in 1" high letters on valve cover by Contractor. H. Backflow Prevention Units The back.flow prevention units shall be as shown on Plans and Details. INSTALLATION A. Tranchlng ( 1) Excavation shall be open vertical construction sufflclenlly 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 shell be compacted to provide an accurate grade and unlfom, bearing for the full length of the line. (3) When two (2) pipes are to be placed In !he 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. Backfllllng (1) Backfill material shall be approved soil. Unsultable 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 cerefully and shall be properly compacted. All trenches al toe of slope conditions shall be Inspected by the project sons 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 1811 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 2 112" and over C. PVC Pipe ( 1) PVC pipe shall be lnslaRed in a manner which will provide for expansion and contraction ao recommended by the pipe manufacturer. (2) All plastic to metal joints shall be made wHh plastic male adapters. (3) The joints shall be allowed lo sat 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 lrrlgation 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 weter used to flush out the system. After the system Is thoroughly flushed, risers shall be capped off and the system pressure tested. (5) Irrigation lines shall be tested in place before backfilling for a period of not less than one (1) hour for potable or four (4) hours for recycled waler, and shall show no leakage or loss of prassure. During the test period, minimum test pressure al the highest point of the section being tested, shall be 125 pounds per square inch. (6) At the conclusion of the pressure lest, the head shall be Installed and tested for operation In accordance with design requirements under normal operating pressure. Contractor shall verily head pressures with pilot lube 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 lightened after installation. all sprinklers having an adjusbnent stem shall be adjusted on the lateral line for the proper radius as to avoid overspray onto, but not limited to, walkways, walls, fences, roadways, or as directed by the owne~s authorized representative. (2) Sprinkler heads and risers shall be Installed according to details. (3) All sprinkler heads with a 112" or 3/4" inlets shall utilize Marlex street ells In the swing Joint assemblies. All sprinklers wllh 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 racommended by the head manufacturer shewn on the plan. Remote control valves shall be adjusted so the maximum uniformity and dlslribullon of water Is applied by lhe Irrigation heads to the planting areas for each individual valve system. (2) Valves shall be the full size of the line in which lhey are Installed unless otherwise lndlceted. (3) Quick coupling valves shall be set approximalely 12" from walks, curt>s, headert>oards, or paved areas where applicable. All Quick coupling valves shall be placed in shrub planter beds, where possible. All valves shall be placed in 6" -8" round valve boxes as manufactured by Carson, or approved equal. F. Valve Boxes (1) Valve boxes shall be set one inch (1 ") above the deslgnatad finish grade In lawn areas and two Inches (2'') above flnlsh 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 llsted above. G. Automatic Controller Location and lnstellatlon ( 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 (f8" 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 red and brass ground rod clamp. H. Control Wire (1) All electrical equipment and wlrlng 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 inspection for pressure test. Pressure test shall consist of testing mainline to 125 lbs for one (1) hour for potable or four (4) hours for recycled water. Test shall be completed with the city inspector present. Contractor shell coordinate all other work to be inspected with inspector. 9. PREVEITTATIVE MAINTENANCE FOR CONTROLLERS Depending on the severity of the environment, the below procedures shall be followed two (2) lo 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 kno!>s: operate or rotate them to clear any corrosion or debris which has accumulated. Any non-oil base electrical contact cleaner is sufficient. Do not use a WD-40 type cleaner. B. Spray and/or clean behind lace 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 entering and helps keep moisture out. F. Use slug and snail bait around the outside of the pedestal. G. Make sure weather stripping Inside cabinat door Is tight to prevent leakage Into the controller from Irrigation overspray or rain. Replace as needed. H. Prevent dust, dirt, and water overspray from getting Into controllers during and after construction by keeping the door closed al all times except when programming a unit. shal I. Inspect the valve wires which are attached to the terminal strlp Inside controller lo be sure they ara snug and prope~y marked. lrrig J. Controllers should be operated and visually Inspected al least once a week. K. Controllers and valves should be operated once per week even in winter for just a few 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 HEALTH RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITl:D. 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. "AS BUILT" DATE! 10. NON-DESIGNATE:D USE AREAS SHALL BE PROTECTED FORM CONTACT WITH RECYCLED WATER, WHETHE:R 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 HEALTH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, 'NON-POTABLE OR RECYCLED WATER,' COLOR-CODED (PURPLE) ANO 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 REGULA TORY 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 I OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. IN CASE OF EMERGENCY CONTACT _MIKE LOMBARDI_ AT (760) 505 5644 OR AFTER HOURS, CONTACT _MIKE LOMBARDI_AT (760) 505 5644 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR THE IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACEITT 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 SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 3. INSTALL ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE R.P. BACKFLOW PREVENTOR AS PER LOCAL CODES. 4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND BASKET STRAINER OR THE R.P. BACKFLOW SHALL BE APPROVED BY THE CARLSBAD BACKFLOW SPECIALIST, THE DEVELOPER AND THE LANDSCAPE IRRIGATION DESIGNER PRIOR TO INSTALLATION. 5. 117 VAC ELECTRICAL POWER SOURCE AND PHONE SERVICE AT CONTROLLER LOCATION SHALL BE PROVIDED BY MORROW DEVELOPMENT. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE AND PHONE DROP TO THE CONTROLLER. 6. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. 8. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. 9. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY THEIR WORK. WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALL, UNDER ROADWAYS AND PAVING, ETC. 10. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE AS SHOWN ON THE RESPECTIVE POINT OF CONNECTION NOTES. CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCES BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 11. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 12. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE 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. ~,v"' ~ .. . ' " • ': ,-0,0.~Ae ''1.'J;;.-;,,):,. :, : •.'i A,,;;,;, ., "''-,, .. • WATER CONCERN, LTD LANDSCAPE IRRIGA noN CONSULTING 1750 East Deen, Avenue, Senta Ana, CA 92705 (949) 553-3190 (949) 752-0769 FAX _..,.;,,,_;,;.;.._ ,, ~ i:lC SIGNA11JR.E O f".1 • 9./~1/cs :.. "' ~~ b H'?ALD7:PTE .. • {' ~~I;;.'$~..," ~Ji'CAL O l-----+---f-----------f--1---1--l--1~ CITY OF CARLSBAD I S2HEETS2 I Lill PLANNING DEPARTMENT ~1,vn I ruK: LA COSTA GREENS NEIGHBORHOOD 1.12 AP/WOVEf" • \A /I 11~, 5' _.q,o'f APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS r,:;~;:;;;;::;;-;;;;,--------------7------j---l------------------l----1,----l----t----l ~_A:::S::S/::S::TA::NT::;;;P~LA~N~N;';l;::NG:::°'.D;:'.IR:::E::C::TO::R:::=======:;-;:_::__:'.':_D::A::T_E::===~ REVIEWED BY: ,.. , DWN BY: !RR TfAM PROJECT NO. DRAWING NO. ~:g:; ;zz ™~ CT 02-21 406-4L DATE INITIAL REVISION DESCRIPTION DATE DATE' INITIAL INSPECTOR DATE ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL I ~ r- . APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE DATE LOCATION OF Rf:VIE:WED BY: PLANTING AREAS . INSPECTOR DATE ! I POTABLE METER STATISTIC WATER METER STATISTIC METER #D4 METER SIZE: HYDAULIC GRADE LINE: ELEVATION OF METER: OVERALL MAX FLOW: PRESSURE AT METER: PRESSURE REQUIREMENT: 21N. 510 FT. 350 FT. 26GPM 69PSI 86PSI IRRIGATION PRESSURE CALCULATION TABLE ater Meter No. D4 Size 2" 350.0' 510.0' 69.3 psi Elevation of Meter Hydraullc Gradient Static Pressure Source of Information Phone Number DEXTER WILSON ENGINEERING (760) 438-4422 6/12/2003 Date of I nformatlon Basis for Calculation Longest Run/High""t Elevation/Highest Flow Remote Control Valve A7 Size 1" Demand 20 GPM Elevation of Highest head 395.0' Elevation of R.C.V 392.0' Pressure at R.C.V. 27 psi 1 1 1 750' SIZE ITEM 2" Water Meter 2" Backflow Prev. 2" Wye Strainer 2.5" Gate Valves 1.5" Master Valve 1.25" Flow Sensor 2.5" Mainline Mainline 1" Automatic Control Valve Lateral Line Loss Lateral Line Loss Lateral Line Loss Lateral Line Loss Fittings Loss ( 10%) Elevation Change Total System Losses Pressure Required to operate ht!lad Total Pressure Required Lowest Static Pressure Avallablt!I Pre-set Regulated Pressure Residual Pressure at preset pressure PSI I.OS& 1.00 12.00 3.00 0.02 1.00 1.00 1.00 2.90 4.00 2.59 19.5 48 psi 30 psi 78 psi 69 psi 86 psi 8psi CONTROLLER 'A' (013-00) CONTROLLER TO BE A RAINMASTER DX-2 RADIO, CENTRAL SATELLITE. CONTROLLER SHALL BE INSTALLED IN A STRONGBOX TOP OPENING ENCLOSURE ASSEMBLY MANUFACTURED BY HYDROSCAPE PRODUCTS. MODEL NUMBER: FOR CONTROLLER 'A' HS16-SDX-30IHSEV-RADIOIHSDX-RF/HSl!!V-ANT-FD-KIT/HSOX-03/HSl!!V-GND/HSFS-1211!1 SEE POINT OF CONNECTION FOR ANY ADDITIONAL EQUIPMENT TO BE UTILIZED BY CONTROLLER. 117 VAC POWER TO BE SUPPLIED BY MERCHANT BUILDER. LANDSCAPE CONTRACTOR SHALL MAKE FINAL CONNECTION. LOCATION OF CONTROLLER SHALL BE SHOWN ON PLANS AND SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ALL IRRIGATION HEADS NEAR CONTROLLER SHALL BE MOVED AND THROTTLED TO ELIMINATE OVERSPRAY ONTO THE CONTROLLER ENCLOSURE. POINT OF CONNECTION #04 POTABLE WATER SOURCE MERCHANT BUILDER SHALL FURNISH AND CARLSBAD MUNICIPAL WATER DISTRICT TO INSTALL A 2" WATER METER WHERE SHOWN AND LABELED ON THIS PLAN. SERVICE LINE SHALL BE CONSIDERED EXISTING PER THE STREET IMPROVEMENT PLANS. INSTALL A LINE SIZE GATE: VALVE, R.P. BACKFLOW DEVICE, MASTER VALVE, FLOW SENSOR, QUICK COUPLER, AND AIR RELIEF VALVE PER PLANS AND DETAILS. SLEEVE ALL PIPES AND WIRES UNDER HARDSCAPE AND PAVING PER LEGEND AND DETAILS. ALL MAINLINE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMITIC ONLY. INSTALL PIPING IN PLANTING AREAS ONLY. ALL VALVE BOXES TO BE LOCATED IN SHRUB AREAS. ALL WIRES FROM FLOW SENSOR TO THE CONTROLLER TO BE EV-CAB-COM AND SHALL BE SLEEVED IN A 1-1/4" DIA PVC CONDUIT. .DAT£ INITIAL DATE /NlnAL fNGINEER OF WOR, REVISION DESCRI PT/ON OTHER APPROVAL WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSUL nNG 1750 East Deere Avenue, Santa Ana, CA 92705 (1149) 553-319{) (949) 75UJ769 FAY. I 2E2! CITY OF CARLSBAD I SHEETS I PLANNING DEPARTMENT 2 2 11v1~,, .... , ... , . .11 .. ...,.., •,M.I 1,irv": LA COSTA GREENS NEIGHBORHOOD 1.12 A, :Jf!_Vf-U A .S-4--o-/ /~ ASSISTANT PLANNING DIRECTOR DATE DWN BY: /RR ID\M PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: /RR ID\M CT 02-21 406-4L CITY APPROVAL RVWO BY.· /RR TEAM I t:::