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HomeMy WebLinkAboutDWG 327-8L; PE 2.92.05; BURTON RESIDENCE; 01-03<( f- ::) <(' z 0 a.. <( Sffi/E/.. LAT ~ I:; "" ~ <rJ "-, <-) "--. 'Xi f . s t'j SCALE: -"l " if ~ ~-~ ~ "" * t., '-1 --~: ~ k '.fl ~< u_, \ I \ \ I \ I \ I ' I \ ' \ ----.... _ \ ' \ BURTON TABLE OF CONTENTS: GENERAi, SITE PLAN/MANUFACTURED SLOPE AR~I\S ONLY ... , •.... PG,1 DECLARATION OF RESPONSIBILITY ...•..................••.. l'G. 1 VICINITY MAP ...........•.....................••......... PG.1 PLANTING PLAN/MANUFACTURED SLOPE AREAS ONLY ............. PG.2 IRRIGATION PLAN/MANUFACTURED SLOPE AREAS ONLY ........... PG.3 ---- I -I I I • I I I I POOL ANO HARDSCAPE I\ ,-,--· - • ' • EDGR OF HARDSCAPE TOP OF MANUFAC1'URED SLOPE ' -' __....---_/ ... . .. ,,.. .. · ) ~. ---·-L---------I x~ / 1(-~-l,./ ·, // ( ;\ • ·,',/' ( /'i,' __ J// \ ~---~\_\ 2: 1 SLOPE ' ) I \ I 1 I • I -\ \ I I ~ . ~ FUTURE \~ND AND S~~~~~~-. \ -~ "'\.. _ .-···--"~-✓ . REI\ ... ___ ( / ./ -- F TOE - ~-- _,·· J , RETAINlNG WALL I\S APPROVED ) I~ -- l -·➔ -- TOP OF MANUFACTURED SLOPE'; (......--.•. ) I // ! I 2 : 1 OF MANUFACTURED SJ,OP? F ! --) D i 0 I • -l , ,_. __ ,L _____ RESIDENCE AS PLANNED ' ST..OP:r.: /) --· r I \ \ \ ' \ I I \ I I • \ • -- ·o ,,fl ~-0 .,!) '!'OE OF MANUFACTURED SLOP;,;' ----·---·------.-----~--~ / .. "··· ~, I -· 2: 1 ST ' \ ..... ___ . ' \ \ --·-·--, ,/·' \.<" .,,, ,_;, _ / EDGE OF DRIVE 7• / -~~ \ TOP OF SLOPE ~ ENERGY ~ISSJPI\TION \ -?~ 1 □ ~--\, ) SYSTEM (RIP RAP I\S • I ~i ;--APPROVED) DRIVEWAY AS APPROVED \ \ -,A \ \ \--:2 \ "'-..,;, "---" ~~ = \ \ \ ---\f:.Kl~T /'rlJ~l,JITr, Uin'.11 TOE OF MANUFACTURED SLOPE / )' , , 2: 1 ST.OPE ,., I ""'~\~,!;--~~--------------------------• ---•-----------------..:~=c:::::r, =:::r::=r:r::::::J:CI=I::::::J=::::R:::=:C=:C=C=:E=:r::=r::::Sc=.:r:=:C=:E=C::I=::t=:::E=ll::::::::JC:::I~::E::::::J=::E=l.-1 ,. TOE MANUF AC -, ------------... ---~~" \ _,,> "-' ~-c..~. -•"-- -.---· \'Se-\ \ RETAINING WALL AS APPROVED I HEREBY DEClARE TIIAT I AM THE LICENSED DESIGNER OF WORK FOR TlllS PROJECT, TIIAT I HAVE EXERCISED RESPONSIBLE.CHARGE OVER THE DESIGN OF THE PROJECT A5 DEFINED IN SECTION 6703 OF TilE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE OiECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE c1n· OF CARLSBAD IS CONFINED TO REVIEW ONI-Y AND 00£S NOT RELIEVE ME, A5 THE UCENSED DESIGNER OF WORK, OF MY R£SPONSIBILITlES FOR PROJECT DESIGN THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE Willi THE APPROVED LANDSCAPE CONCEPT PIAN, WATER CONSERVATION PIAN, FIRE PROTl'CTION PlAN, AND ALL CONDITION!> Of APPROVAL RflJ\Tt:Il TO lAN DSCAP(NG. --,,, ' BY dbP-;~.'-£--:- Prep,a.~r David H. Stradley Lie. # 456'/94 I lJ-1 and C-27) / j/' Jeri. y Knoll Lie.I/ S930\8 (fl--1 and C-53) DATE. ,Ji:.1!1.~8, "19!,)2_ ' <I'.> ~ .4.PPROVED FOR PLANTING "AS BUIL T 11 AND IRRIGATION ONLY, GENERAL SITE PLAN/MANUFACTURED SLOPE AREAS ONLY INCLUDING PRECISE TITLE DATE ~t?~ LOCATION OF PLANTING REVEVED BY, /Z,-Zl·'fZ .b,.REAS. E 'JG IN c ERIN G ~ R DATE INSPECTOR DATE I SH;ET I ---.--· ., ---••-•••-•~-CITY OF CARLSBAD : SHEETS I -~------PLANNING IJEPARTMENT . 3 I ··-·· MR. AND MRS. STEVE BURTON RESIDENCE -, ------I 7111 BABILONIA ·--; CARLSBAD, CA 92009 -~-"··-.. ,_. ~---·~., P.E. 2.92.05 -y" - ' IA~) <';;: ! Ufa , IJ . 7/2, ___ !_2-ZJ-'12----I -··-I AG.21STAMT Pl.ANNI NV D!R:CTOF '' "•H~~••-~~•-CA-E ' IClwri DATE INIT:Al 3Y: . ! I PROJECT r,o II DRAWING No: DATE lNlT!AL DATE' ! INITIAL IC'-IKD ESGINEER OF WORK I REVISION DESCRIPTION ------3Y: '. I, ' OTHER APPROVAL Cli'Y APPROVAl_ [R ✓'w'D BY, ___ ,. :::........:..JI HOP 92-01 __Jj 327 SL <( 1- :J -<(• z 0 a. <( SOIL TEST E :l-1.1 SLOPE PCANT!NG STANDARDS b. Standard #2 -GROUND COVER E 3-1.2, 1 SLOPES •· 6: 1 or steeper and: .11111111111,1•1n•1,,11••11•w .. nn1111111111,•••n•••••••11,n•1t11111 ............... ,11,11■■■•11■1111111■11111111111111;; ~□-G~OUND COVER SPACING. . "' NO $Cr\.-I,.J;;: . i ·-'· Sffl!~ LAT ~ ,_, l'-1 ~ lt.; l; -l ~ lt,j l ~ ~ ti., ~~ "" • tq I . 'i'i ~., 1.1 .. ~ 1 ,, ' \ \ --..... , C.3-2.2 C.3-2.3 C.3-2.4 ' \ \ ' \ \ ' I \ I \ \ \ I I I • ----,\- 10 \ \ 'hi ·, =o , _o I \\~ \ \ \ \ 'b,\ N \ \ \ \ \ \ After rough grading, soil samples shall be taken from enough locations on the site to represent an adequate cross section of conditions. Soil test shall be performed by a soil testing laboratory (pre-approved.by the City). The test shall indicate but not be limited to the following: a_ organic matter conteht b. N, P, K C. pH d. EC e. f. soil texture (silt, clay, sand) Recommendations for amendm.ents, leaching, and maintenance fertilizations. The results and recommendation; of the soil resting laboratory shall be submitted to and approved by lhe City. The approved recommendations for amendments and backfill shall be incorporated into the landscape plans ~rior to the start of construction and sh.all become part of the approved plans. Products specified by product rtame by the: soil lab in the recommendations may be substituted with "or equal" products approved by the City. Slopes requiring erosion control measures as specified h~t~in shall be treated with one or more of the foltowin~ phinting standards. 3. Standard #) -COVEil CHOP/JUTE MESI! Covet crop sh.all be a seed rnix typk:c:31\y made up of quick gt:>rrn.in:;1ti11g ;ind fast covering grasses, clovers, and/or witd OowerS. Subtnit the specific seed 1nix for City approval ptiot to application. The cove1 ctop :,hall h~ applied at a rate>: and tna.h.i:ter sufficient to ptovidf> 90% ,:overage within rhirry (30) days. TypP nf jur"" mt-sh :,hall be a:, apptoved by tht:' Uty and swked to the slope a.s r':'!commended by the manufactllr~r. .TutP trn"5h ~ha.II b~ t~qttit!:"d when pla.r1ting oc:c:t.ns between August 15 and April Is. Dut-ihg the remainder of the year, the cov~r crop and/or jut~ mesh may h~ tl!>~<l. One hundred (100%) percertt of the area shall be planted with a ground cover known to have excellent soil binding characteristics (planted from a minltnum size of flatted material and spaced to provlde full covetage wlthirt ohe year). c. Standard # 3 -LOW SHlllJBS Low spteadlrtg Woody shrtJbs (planted frolII a tninimum of 2 3/4 inch liners) shalt cover a minimum of seventy (70%) percent of the slope face (at mature size). d. Standard #4 -TREES AND LARGE SHRUBS Trees and(ot latge slmibs shall be (planted from a minimum of 1 gallon cotttainers) at a minimum tale of one (1) plant per two hundred (200) sqtlate feet. RETAINING WALL AS APPROVED FOR /ILL SLOPES OVER 4' lN HEIGHT, US2 STANDARD# 1 ABOVE C1Ufll ll IT(. Ill fu1 INSTALLER TO MAlNTAIN ALL PLANT MATERlAL AND IRRIGATION SYSTEMS FOR A PERIOD OF 90 (NINETY) DAYS AFTER INSTALLATION ARV BOTANICAL NAME AAR AgApAntlrns nfr i cnnns IW Impatiens wallera11a ;\.l Aur:i,ba japonica I)R Ui~tes l>ic:c)lor . HI \IP' COMMON NAME LILY-OF-THE-NILE Bll7,Y I, 177, IF. ,JI\P/\NESE ACUCRA PF.ACOCK !'COWER TOP OF MANUFACTURED SLOPE, TOE OF MANUFACTURED SLOPE POOi, /\ND HARDSCAPE ARE/\ QTY SIZE Iii c:. 7 c. :, G. If, 5 (~ . RETAINING WALL AS APPROVED RESIDENCE 11S PLANNED DRIVEWAY AS APPROVED GROUND COVER TO BE PLANTED UNDER ALL LARGE SHRUBS __ ..... ,. AND TREES ························································································································: ~□~ TREE AND SHRlJll Pt,I\NTING INSTR!JC'l'l0NS ___ _!:12_~C2),!;!!£_ ___ j -----~---.. --. ------------- 'J:REE OH ___ .,-SHRUB --. -----. "~, " ' ~~ 1=10 EEF Escallonia x exoniesiR c:,J c;a,·<lenia ja:smi11oir1c5 HRS Hibiscus t·osa-sit1e11.sis 'FradPsi i' (patio 1r~e) PI~K PHTNcEss F.SCAt.LONIA nAHPRNlA 3 5 G. :i 5 C , - : BACKFILL : MIXTURE --- (·, .. 0 0 SCALE: ii I ::: ~ LM ~ l'TV ~ PTW • ~----TJ ~~ 1 IA-..,.-~-2:~~~ MPP TI.OP l,at1l.:tt1a mon1evidf:'nsi.s Nandina domestica CHINF.SF. HIBISCl:S LANTANA IIEAVENLY R/\MllOO V,\R I EGATlW ~OCK ORAN(; E Pil.tnspor11m lnhir::i. 'V~rieg-i1t~,• Pit.to.spr·oum tobit•a 'Wlieelcr's Dwarf' Tr R che Io s p-1:~ 1·1m1n1 j a:sm i no id Ps IJl'iARF MOCK ORAM\F, STAR .JASMJNf, Dicksot~ig ant~rtica TI\SMANIAN TREE FERN ~OTT¥ Tjij§__) F.W ZEALAND TEA TRF.F. V i ll (! .:t m i Tl Or DWARI' PERIWINKLE Myoporu111 parvifol ium "Putah C,•epk' ---------- . "f' . l' 'D t t ' Josmnr1n11s o_ 1c~nn 1s .ros .rn .\JS rn.JJ\RF ]I.0S3MARY VINCA MINOR PLANTED@ 12" O.C. SEE SCHEMATIC MYOP0RUM PLANTED @ 12" O.C. SEE SCHEMATIC R0SE~ARY PLANTED (,1 1 2" o.c. SEE SC!J.t::IVlATIC 5 GRAM TAB TO BP. USED F'0R EACH PLANT PROM FLAT Lobularia maritirna Alyssum ChRPET OF SNOW 5 5 G. !l 5 c. 'I 5 G. I 5 (J • 23 5 C. 2 5 c. 2 5 G. 2 1 5 G. 4 5 G. 5 FLATS 3 FLATS 5 FJ,ATS COVER CROP SEED@ 16 LBS./1000 SF ---: ----: ----: --• • ----: 1!,x -: BALL ; }----. - 2" DIJL LOI>GE-P0LE P"YN!'! __ _ : * l,__ --¥ & SETTLE - : PLANT /j 2x fl/\1,L /I PRIOR 'ro I I : 'rABS ( SEF; 1/lDTII Pl,AN~' t;i,'!mo=ii= i '1'-1.~MJ. ..•• , ... 1111111 Hlltl ,,., H .,,,,,... ••••• ••• • •••• ~l'i u ., H SIZE t b C 3 feet or IE!ss in vertical height and are adjac:ent to public walks or streers require af minimum Standard #1 (cover crop and JUted). 4 feet to 8 feer in vertical height require Standards # 1, # 2 and # 3, [ti excess of 8 feet m vertical heighl requir~ Standards #1, #2, #3 and #4. I • TOE OF MANUFACTURED \ SLOP? ~Jp;Tr· EDGE OF DRIVE TOP OF SLOPE APPROVED i-----------------------------------------~-------~--------; . . = ALL GROUND <;OV:ER TO BS: PLANTED AT EQUAL SPA.CING (TRIANGULAR} ! : AT 0~ CENTBR SPACING DISTANCE SPECIFIED !N PL.AN5. FOR SLOPES, : ~ REQUIRING SROSION CONTROL MEASURES, INSTALLSR TO ?REPARE SITE ~ =. TO JURISb1C~~ON~L ANO S~hSQNAL STANDARDS. i.e. u~e ot J~te :_ ml!l:sh, etc. : ,.., : : ::::: ; -: = ': • u. ~ ~; ~ ~c.'~--, 8 -H ,00A1,.1 . . r:. . ~ -e 8 I . . • • * V )t -: ~ .. !':': "" ,. Ii: -. u -;:.,,1uurnn11 ................................ nn1•11111t■■1HOlllll~tt111111 .. ••••••••• .................. nn1111,.,, llAC:KFII.I. PROCFDURtS 1 All lumbet, rubbish, Jnd rocks should be temnved from trenches and backfill rnalerial, to ensure !hat the pipe will have a firm, uniform bearing for the enlire length of each pipeline, to prevent uneven settlement l.. In rocky areas lhe PiJie should be laid on a minimum of four inches of sand and covered with four inches of sand. to prevent rock damage lo pipe. ]_ Trenches should be backfil!(,d wilh the excavaled soil afler pipe and wire have been inslalled and c1>111p,u.:ted hy flooding lo the same relative compaction as the surrounding soil. , 4. The lop six Inches of backlil_l in planling areas should consist of selecled excavated material, free of rocks, debris, vegetative material, and other unclPsirable material. FOR ft,,J'5TALUJI /J~W WAlf.:R Motl\ / C.01.JtHRUC r lb' ~IVf RI. ';>Uff.'70 CJ~ 14 \ l7R I Ill; II.I A Y 11 AS BUIL T'1 PLANTING PLANTING PLAN/MANUFACTURED AND IRRIGATION ONLY, SLOPE AREAS ONLY INCLUDING PRECISE TITLE DATE A;>PRC'✓[C LOCATION OF PLA~TING REVIEl,/ED BY AREAS. "" ENG!NEERING PLANCHEC~E~ DATE INSPECTOR DATE 1 /1\ 1 rPL> ,;u~r,'tutiori l,,4 V,,.,N<tJ r-' IZ·Z6·"1'~ L-2::> I SH2EET I CITY CARLSBAD I SH;ETS I i OF I ' PLANNING DEPARTMENT ' ' ' ' ' ' MR. AND MRS. STEVE BURTON RESIDENCE ; I 7111 BABILONIA ; ! CARLSBAD, CA 92009 ... ' I P.E. ,}"J12-05 , .. -~., ' ' ' I APPRn:ir,:Q_ . fa lj (J_ , 6 /2-2/ _ 92---• / ( ·; • 0/ -· . I ASSTSTANT/PLANNING ll'!RECT □F; DATE -.-'"" - ' IDWN BY: ~ PROJECT NO. I .DRAWING NO. DATE )NITIA;_ I DATE IN!TIAL DATE IN;TIAL I CHKD BY. [NGINE[R OF WORK' REVISION DESCRIPTIO'J □T4£R APPROVAL CITY APPROVAL I RV\./D BY: i HOP 92-01 I 327-SL I. Ht IIJSINO STM<t f/tf 61M r 1/T ,-.Pl Wt.E _......;,---~-----~~~---,,-L-----1 tiJStlf OISTl'IBIJTION 11JBt l'/N 1~02 100" COi. f'/r' IJ<lJ !IOO' COIi 0 O· F, 1 1; -". "' " -";: ·-' -". :,.::; 0. O• " = HUflihtt h•11••···· •• ·····••Utii1111i11■■Hllll lllll lt■Hlfntn1111l1T,m,. ,, I~ I 111; i.llllllllllllHllllllllll■11■,1iUllltllllllllllllllllllll"'''UUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIHllliilll= i □~ __ CONTROI,IjER INSTA!J[,A,'J:'J ON ____________ ---~----~-.lllL~E.--~ = · = : kJ,>~; If 1$TP.(.(-, AL(-, Hll"lr-!<>r fl,f"· (.,a,Ae,.- ~~t-->~. ~ &,',C.(7~ L-$dJ<fH-t,.--;, ~Lllfa ~"---I-' ~frft' ,.;'~ """'"' H'-Y ~ ·· ·· lt.P v .. ••p( f.lp:.!g: n.l .::'..-"'l"·-H--='iJt-'f" . = i 5 ". ·= .. -= ·0= ,. "' ~ ........ , 1111111■■■-■■n • ■• ••• 1-■1-■■-• •• • • • • • ............ ,. ""'"'" • • • ■-■■■■•■■-■ ■■■-■ .......... ,,nn•••••-■-■ 1,111 ------------------------ ■nn,1111••~••u••••1111•• .............. ••-•n•,11••,••■■■■•••••• .. ••• .. ••1■••• .. ••• .................. 11111 .,11••■■■■1iJ: i □■ MA}{I,JET POP UP ADAP1'ER ,J',.ND MINI ilPBA't SIIRUl-l ADAPTER NO SCALE ~ :-----------------~----~------------------------------------ = . . = . ---------------MAXI JET 3PH/\ )'. I! !,°;A[_) ---MAX:UE:T ''TORO POP UP ADAPTfm" MIN.1'.-SPR~Y VALVE# u,1011111111111,1•nn••••••11,1,111111~11111111111111111,1ii ■111•••••••••••••n••••••••••••••■■•■■••••••••••••••••11t □■ 'I'YPICA[, PRlV/M.INl-SPF!.1\Y VALVE STATION ,. WO 0 SC!ll,E 5 " • = " , • = ~,, .. '§ ""~ -o-..,_,. ------------------------~-------= l'F:lT◄J/ li.M 1 hi) F 11.'l'FH V.n.J,VF. BOX ,. . ' ! . . ,,:; "· "' = \ \ 1 . IRRIGATION NOIES !RRIGAflON PLAN IS DIAGRAMMATIC ONLY. REFE~ TO THE IRRIGATION L.FGE~D AND nFTAIL~ ~oR EQUIPMENT AND INSTALLATION. 2 ACL RISERS SHALl. BE PVC $CH 80 AND ALL FITTINGS SHALL SCH 40 UNLESS OT\ffRW!SF lNDlt:ATED, Bo PVC 3, 4 A. ALL CONTROL WIRE S~ALL BE ANG-UF, U14 MIN. DIRECT BURIAL TYPE. R ALL CONNECTIONS SHAU. BE MADE W 1TH "PEN-TI TE" CONNECTORS OR EQUIVALENT, C. ALL WIRES SHALi_ BF INSTALLED WITH TWO FEET OF EXCESS WIRE (COILED) AT THE END OF EACH CIRCUIT. D. CONTROL WIRES SHALi. RE BUNDLED EVERY TEN FEET AND PLACED BESIDE THE MAIN LINE. -~ F. ~ROVIOE PVC SLFFVE FOR WIRES UNDER ALL PAVED AREAS WIDER rHAN FOlJR FEET, AND THROUGH ALL, MASONRY WALLS. RACK FLOW PREVENT I ON DF.V I CF::!"; SHAU. NOi B~ LOCATED IN AREAS. TURF 5 · Al L PRESSURF MA I NI. I NFS SHA! I. BE BUR I ED EIGHTEEN ( 18) I NCH~S DFEP, AND ALL LATFRAL PIPING SHAL.l BE BURIED l"WELVE (12) INCHES DEEP, UNLESS OTHERWISE NOTED- 6. CIIECk. VALVES AND ANT 1-DRA IN VALVES SHALL SE INSTALL.ED WHERE' INDICATED, AND WHERE NECESSARY TO PREVENT WATER FLOW FROM LOWER F::LEVATION s~~lNKLER HEADS WHEN IRRIGATION rs TURNED-O~F. 7. ~1 I MAINLINES OVER 7'' 09 OVER SHALL BE PVC CLASS 315. MAINLINES 1 1/2"' OR SMALLER S~IALL BE SCHEDULE PVC SCH 40 rvc,., ALL LATERAi I.. INES 3/4" AND ABOVE SHALL BE PVC CLASS 200 1/2 LINES SAALL. RE PVC CLASS 315 UNLESS OTHERWISE INDICATED'. 8. ALL. MAINLINE, LATERAi l 1NES AND CONTROLL WIRE SLEEVES SHALL 8c SLEFVED WITH PVC SCII 40 PIPE TWICE THE DIAMETER OF THE .SI..EEVED I, I NE AND BUR I ED lfi"' BELOW GRADE WHERE THEY PASS lJNDE~ PAVED AREAS. 9, \ \ r TOP OF MANUFACTURED SLOPE~ '"'"'"" ~ ., .,. ... ,~ :t;,.,.,./1: .,, 120 VOLT SERVICE TO ·r►JE AlJTOMATIC IRRIGATION CONT~OLLeR SHALL BF PROVIDED BY THE OWNER. IRRIGATION CONTRACTOR SHALL SLEEVE CONTROL WIRES IN ELECTRICAL CONDUIT FROM THE CONTROLLER TO THE MAINLINE, SfJIJtt. l I. l i--------1-------.. <( t--=> <(' z 0 rr <( SCALE: ~ ~ ~ ~ t...: <-l 'i: b.J '-~ ~ If I I= 10 ~ <:.S l~ ~ Ii; ~ -lt.l ·---I\ ~-IQ ~ld \ 0 0 \ \ -~ \t z \ --\ \ \ \ \ \ \ \ I \ \ \ \ \ \ ~-= = r") ~ ' I ~ I FUTURE POOL AND HARDSCAPE AREA ENERGY DISSIPATION SYSTEM (RIP RAP AS APPROVED) -----. ( -\ \\·-\- 1 \EJ.I\IT C1UIJ1Jlf(, IJ/TC11 TOE OF MANUFACTURED SLOPE --------------------------\ y--- -------------------------------------------------------------------------------- :-------------~-----: I RR I GAT I ON l,EGEND :---------~--------------~ ----~~-----------------------------------: :--------------------------------------------------~·---------------------------: : SYMBOL MFGR MODEL : PSI : GPM : RAD :NOTES : -0 :MAl(IJE~ :WHITE BASE : 20 ;~~61 ; 13' :360xl2 DEG, MINI-SPR~;; :---------:---------:-----------------:-----:-----:-----:----------------------: Q :MAXIJET :WHITE BASE : 20 :0.61 : II' :180 DEGREE MINI-SPRAY : :---------!---------:-----------------:-----:---·~-:-----:----------------------: D :MAXPET :WHITE BASE : 20 :0.61 : 10' : 90 DEGREE MINI-SPRAY: ·---------·---------·-~-~-------------•----~•-·----·-----•--------------------. 0 ;MAXI.JET ;WHITE BASE ; 20 ;0.61 ; 11,'. ; 40 DRGREE MINI-SPRAY: :---------!---------:-----------------:-----:-----:-----:----------------------: 0 :MAXl,JET :WHITE BASE : 20 :O.GJ : 16' : 30 DEGREE MINI-SPRAY : :---.------= ---------t-----------------:---~-: ••••m ~•--: -----= ----------------------: :MAXl,IET :8LUE SASE : 20 :0.175: 7.5' :360 DEGREE MINI-SPRAY : :---------:---------:-----------------:-----:-----:-----!----------------------: -:MAXIJET :SLUE BASE : 20 :0.175: 6.5' :180 DEGREE MINI-SPRAY : :---------:---------:-------------~---t-----t------:-----:--------------------• :MAXIJET :BLUE BASE : 20 :0.175: 7.5': 90 DEGREE MINI-SPRAY : :HUNTER :DRAIN CHECK VAi.VE: SIZE AS REQUIRED 12 PORT DRIP EMITTER :-:@: :VARIOlJS ;BALL VALVE . ;SIZE AS Rl;;QUIRED --: ---------:~-----~~-~~~---------------:-----------------~---~~-~~-~------------: : ~ :TORO : 850-74 : IRRIGAT!ON SYSTEM RAINSW!TCH ~ ~~~~~~~~ i ;;;~~;-__ ! ~;~:~;~~~~~----___ i ~~~;:;;;~;:~;~~;~~~~;;.:~~~;~------------: : WILK INS : 7 20-A .... :l" PRESSURE VACUUM BREAKER W/1-1/4" :YSRB 100 SERIES STRAINER :--0 ---:WILKINS :90 SERIES :1• PRESSURE REGULATOR --: :-~-------:---------:-----------------:----------------------------------------: ! 11111111111111111111111nin ! N / A N/A :1-1/2'' SCH. 40 PVC MAINLINE PERCIP. RATES RETAINING WALL AS APPROVED MAXI JET WHITE BASE ..... 0, 68 IN. /HR. MAXIJET BLUE BASE ...... 0,46 IN./HR. 5.6 80.0 280 20.0 GPM PSI LF PSI WORST HYDRAULIC CONDITION IRRIGATION REQUIREMENT STATIC PRESSURE BEFORE WATER METER 1-1/2" SCH 40 PVC MAINLINE SY~TEM OPERATING PRESSURE FRICTION LOSS: 280 LF 1-1/2'' MAINLINE I" WATJ;:R METER RP BACKFLOW DEVICE LATERAL PIPING WITH VALVE PRESSURE REGULATORS MISC. FITTINGS SYSTEM OPERATING PRESSURE STATIC PRESSURE AVAILBLE AVAILABLE EXCESS TOE OF MANUFACTURED SLOPE 0 D RESIDENCE AS PLANNED ,..,._, ;~ , ,,, i i E CJ ·~ I J ;~ \ = I § = • = I = = , EDGE OF DR"'IVE TOP OF 10, IRRIGATION CONTRACTOR SHALL ADJUST ALL SPRINKLER HEADS TO PROVIDE AN EVEN COVERAGI AND TO KEEP SPRAY OFF BU1(01NGS, WAI.LS, WAI .. KS, AND DRIVF.:S. 11, POP·UP HEADS SHALL BE.USED WITH IN 10' OF ANY PEDESTRIAN AREA USE 12. All VALVE AND SPRINKLER HEAD NIPPLES TO BE PVC SCH BO. 13. CONTRACTOR SHAt L 1'RESSI._Jnf:: TEST ALL MAINLINES ~OR 4 125 P.S. 1. _ HOURS AT -------~----IN'JTALlEr ,\IE;W 11.JAlUI. Mffi:K-- ,,. CDIJtlTRUC T lb' WIVE l7RI\IE 11.IAY FU_ :iUlt'7[) tl-14 \ DRIVEWAY AS APPROVED O,l5 PSI 0.65 PSI 2,0 PS! 0,52 PSI 4.0 PSI 1 . 0 PS I 20.0 PSI 28,6 PS! 80,0 PSI 51,4 PSI WATER METER: j/4" AT 80 PS.I. "AS BUIL T'1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOC~A1'ION Of"' PLi\NTING A.REAS. IRRIGATION PLAN/MANUFACTURED SLOPE AREAS ONLY TITLE ________ _ DATE APPROVEc REVIE\.!ED BY: ,-------------·· ENG NEERING PLANCH[CKER DATE INSPEC~DP DATE i l---+----'--'---.------·--------j_:,,----i'-~--1---11 S~EET: CITY OF CARLSBAD ! SHEETS ,Ii PLANNING DEPARTMENT i. 3 t---+-~'----------------+-1---l----l-----+,-------1 ==:::;'.__'==============...::::===:'' 1----t----'------------------"····---~--: ' i MR. AND MRS. STEVE BURTON RESIDENCE 7111 BABILONIA ' t-----t----+--------------+---t---+------1---- 1 CARLSBAD, CA 92009 P.E./~92.05 r---+----+----·-------------------+----+---+-----~---··- ~======;=====~==========================~-··==========~======:=====~~=====~:====~-"" i APP;~ ,' 7 f j), :/ • 1----+---l-'-------------------+----l---l------l'-----I i As 'iiS T ANil' PLANl\]NG Brnc:=T □c ; ! l---;O,cAc;Tl::_-+,ccNcalTl:;-Ac:-l--+, ---------c-------------+-D_A_T[_-+-,N-:_n_A_l-l--J-A_T[_-L:-IN_l_ll_A_c~ I CWN BY. ----' ; PROJECT NO 12-21-9~ DATE i I DRA~NG NO, fNGINEl;R OF WORK: REVISION DESC'~IPTIOr-. f--C"-'=------'--'--'--'-=+-"-=-'__::.:--'--'-~ I CH -<D 8 Y __ _ □THER APPR□vAL c1rY APPROVAL j RV'w'J B'·----=.J _H_D_r __ 9_2_-_o_, _____ ~ 327-8L