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Home My WebLink AboutDWG 345-2L; CT 90-09A; AVIARA PLANNING AREA 5; 01-43GENERAL NOTES RECLAIMED WATER NOTES RECLAIMED WATER SYSTEM (PRIVATE) 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER 1993. □PINKING FOUNTAINS SHALL BE PROTf;CTEO FROM SPRAY OF RECLAIMED WATER 2. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAJM~Q WATER £:NCH()ACHMENT ON PUHi.iC FACILITIES SUCH AS PICNIC TABLES, BBOS. PLAYGROUNDS, SANO ~or LOTS. ETC. 3. NO PONDING, RUN-OFF OR OVER SPRAY IS PERMITTED. 4. HOSE BIBS ARE STRICTLY PROHIBITED, 5_ ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROrilBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT 7, Al,L ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER [)ISTRICT'S RULES AND REGULATIONS. • 8, THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISIONS PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING 1 o. ,o~•DESIGNATEO USE AREAS SHALL BE PROTECTED FROM CONTACT WITH REC'-AIMc:J WATER, WHETHER BY WINDBLOWN SPRAY QR BY DIRECT APPclCATION THROUGH IRRIGATION OR OTHER USE, LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PHACT'CE OR SYSTEM OPCRATION, IS STRICTLY PROHIBIE:J IRRIGATION Hl:ADS SHALL BE RELOCATED OR ADJUSTED TO PAEVENTO'✓ERSPRAYING ON l l, SIDEWALKS STREETS AND NON-OtSIGNATED USE AREAS, SIGNAGE NOTES • THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE, PLACE ON 6· 11"2" X 11 • SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1, GtllDEI !NFS FOB RECLAIMED WATER I/Sf_ 1, IRRIGATE BETWEEN THE ~OURS OF ,o:00 f'JJ, ANO 6:00 A.M, ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE, NO SYSTEM SHALL AT ANY ·TH,jE BE LEFT-UNATTENDED OURINO USE OUTSIDE THE NORMAL SCHEOULE. 2, IRRIGATE IN A MANNER THAT WILL UINIMTZE RUN-OFF, POOLING, AND PONDING. THE APPL!CATION RATE SHALL NOT EXCEEO THE,NFILTRATIQN RATE OF T1"E SOIL, TIMERS MUST BE ADJUSTED SO AS TO OE COMPATl8LE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT, THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, I1.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT.WILL PROMOTE MAXIMUM SOIL ABSORPTION), J, RECLAIMED WATc'1 OUICK COUPLING VALVES SHALL RE OF A TYPE DESIGNED FOR THE USE 12· ON REC LAIi/ED WATER DISTRIBU~ION SYSTEMS (SPIKES NOT INTERCllANGf:A8L.~ WiW POTABLE , WA I l:H OLJl·:}K COUPLER SPIKES) PER CARLSE3AD MlJN 1Glf-1AI_ WA l·:::n:blSTR:CT RULES At~0 REGULA TONS ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, f'OOL DECKS, PRIVATE PATIOS ANO LOTS, ANO STREETS AND SIDEWALK.S., 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCIi.ED WITH THE WARNING," NGN,rOTARU, OR "RECLAIMED WATER, COLOR.CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARO THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT RLLES AND REGDLATIONS. 15. ALL POTABLE; WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16 WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED 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. SEE SHEET FOR 'CROSS-OVER' LOCATIONS 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES_ THE POTABLE LINE MUST SE INSTALLED ABOVE THE RECLAIMED LINE, 18, A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. • 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS OIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES PRIOR TO ANY USE OF RECLAIMED WATER, 20. RECLAIMED WATER -QUICK COUPLING VALVES USED IN RECLAIMED 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. HV100A·RL-NP OR APPROVED EOUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICTAs½D/;AN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HE;AL TH SERVICES, C PIES 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. • 23 /IN 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 RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVITJED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CO ITT ACT L 1" ~.r. f;: 04 I TE (FILL IN) (NAME) @ c~? '} . i/'.g;;X:J (TEL. NO.) OR AFTER HOURS CONTACT _ _,l-~A=cl .. c-.. e.'"-'N-"'A....,ff ... E _____ @ 41 1+-'5'':':<':> Go (FILL IN) (NAME) (TEL. NO.) • ITEMS NO.'S 8, 19 & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22, THE SIGNAGE PLAN, SHALL BE A PART OF THIS I.P., BUT THE ACTUAL SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. 24. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. zS: Ot,.I RECLAIMED WATER SYSTEMS ALL ArPVRTEt\lANCES (Sf'RINKJ.ER HEADS VAL 'Ile 130~S. ETC.) SHALL BE COLOR-CODED PURPLE PER f\VWVA GUIDEL»-!ES AND SECllCN 400.54 OFTt-iE CAL11'ORNIA HEALTH AND SA,FE!'( CODE ~ PURPLE,BACKGROUND .. . . _ r; BLACK LOGO L / . 3e• / 1" BLACK LE17"ERS 11------/----,'-----l:.N::.:.,T~.S::.:.,'--+--------,l, -'jr- WARNINO R~ClAIMED WATER D6 NOT-ORINK · RECLAIME·D WATER AVISO-AGUA IMPURA NOTOMAR --,. • V) ~ ~ i (SIZE) 1 'r X :ie• ,OW ABS PLASTI.C OR STICK-ON VINYL SIGNS ALS0.,018 ALUMINUM >r---1 • BLACK LETTERS '----2"BLACKLETTERS 4, 5. 7. 8. MONITOR AND MAINTAIN T1"E SYSTEM TO MINIMIZE EOUlf'MENT ANO MATERIAL FAILURE. BROKEN SPRINKLEFI HEADS. LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME Af'PARENT. EDUCATE ALL MAINTENANCE f'ERSONNEL ON A CONTINUOUS BASIS OF THE f'RESENCE OF RECLAIMED WATER.· PERSONNEL.f.jUST· BE INFORMED·T1"AT R.C. WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT Af'PROVED FOR DRINKING PURPOSES, HAND. TOOL. WASHING, !,TC. GIVEN Tl-iE HIGH TURNOVER RATE OF EMPLOYEES IN T1"E LANDSCAf'ING INDUSTRY, IT IS IMPORTANT THIS INFORMATIQN BE DISSEMINATED ON AN ALMOST DAILY BASIS, IT IS YOU, T}jE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLI; FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES, OBTAIN PRIOR Af'f'ROVAL OF ALL f'ROf'OSED CHANGES ANO MOOiFICATIONS TO ANY PRIVATE ON SITE FACILITIES, SUCH CHANGES MUST BE SUBMITTEO TO ANO APf'ROVED BY TI;EOISTRICT ENGINEERING OFFICE ANO DESIGNED IN ACCORDANCE WITH DISTRICT STANOARDS. ALL RECLAIMED WATER SPRINKLER'CONTROL VALVES SHALL BE TAGGEO WITk IDENTIFICATION TAGS, A, TAGS SHALL BE WF.ATHERf'ROOF f'LASTIC, 3" X ◄•, PURPL!i IN COLOR WITl-i THE WOADS, -wARNING 8ECI AIMED WATER· DQ NOT DRINK• IMPRINTED ON ONE SIDE, AND ·AV!SO-AGtlc' !MPlJA6 -NO TOMMJ· ON THE OTI-lER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR, USE TAGS AS MANUFACTURED BY T. CHRIS,:¥ ENTERPRISES OR APPROVED EQUAL B. ONE TAG SHALL BE ATTACH!'O TO EACH V>,LVE AS FOLLOWS: 1, ATTACH TO VALVI; STEM DIRECTl_y OR WTTI-1 f'LASTIC TIE,WRAP, QB -T • 2, ATTACH TO SOLE'NOID WIRE DIRECTLY OR WITH PLASTIC TIE- WAAP, QB • 3. ATTACH TO VALVE COVER wrrn EXISTING VALVE COVER BQLT, ALL SPRINKLER HEADS SHALL ltt; IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. 11. EACH AIJTOMA TIC CONTROLL!cR AND IT'S ASSOCIATED EOU1PMENT 'SHALL BE IDENTIFIED WITH A SIGN BEARING ™E WOROS. •BECLAIMf P Wt',TEA USED fQB IBBIGATION'. IN ENGLISH AND SPANISH, wrrn BU-CK LETTERS 1' Hl'3H ON A PURPLE BACKGROUND. THE SIGN SHAU BE PUCED SO n-<AT IT CAN BE READILY SEEN BY ANY Of'EAATIONS PE'RSONNEL tJnUZING THE EOUIPMElfT, .. - INSPECTION PROCEDURES 1. 2, CITY CONSJEUCTION INSPECTION SHALL INCi lJDE· A. LOCATION OF PIPE LINES, B. TRENCH DEPTH C, REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) D, PIPE IDENTIFICATION. (P.O.C.'S) POINTS OF CONNECTIONS E. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS, F WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING . RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION), AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. DISJEICI FINAL INSPECTION SHALL INCL\.lQE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEOUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVEO FOR RECEIVING RECLAIMED WATER, 8. WARNING SIGNS AND LABELS C. QUICK COUPLING VALVES D. ALL ASPECTS OF THE IRRIGATION CONDrTIONS INCLUDING WIND!! LOWN SPRAY, RUN-OFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS, F, REQUIRED PROTECTION OF WELLS, STREAMS. RESERVOIRS, ET C. G. CROSS-CONNECTION, ANN\IAL INSPECTION SHALL INCLlJDE· A COMPLETE INSPECTION WHICH SHOULD COVER PART 'A' AND PART 'B 'AND PART 'G' OF THE DISTRICTS FINAL INSPECTION. I ' WARN!~ RECUJME'DWATER ·oo NOT ORtNK AV1SQ.AGUA IMf'URA . NOT0MAR 1 a· x 1 e· size • : -. , . . .· ,01 e ALUMINUM, .MO AB,S f'LA!IT1C OR STICK-ON VINYL SIG.NS. $,~ lDffi [00 ~~' "~]2'.sWI?[ 000i][j@J[D[B3 It,. UNIVUITTT CUll'U ·t.,un SVIT'I: , •• SJ.W DnGO C.UlfOINIA. n Ill DIV.WN APPROVtD JOII NO. DATf SC,,.LE DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM llif LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, Tl-iAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WfTH CURRENT STANDARDS. ~NVIRONMENl/\L I UND!cRSTAND THAT TI,,E CHECK OF PROJECT DRAWINGS AND SPE FICATIONS av THE CITY OF CARLSBAD ANO THE SAN DIEGO COUNTY DEPARTMENT OF EAL TR IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITtCT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. TI-lESE PLANS HAVE BEEN PREPARED IN SUBSTAlfTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION r'LANU.D ALL :ONOITIBOF APPR~VAL RELATED TO LANDSCAPING. ' BY:, &?Jir!,4 u). pf.,,p,• ---DATE:4-<l.4-•"f{, Preparor' SDGE EASEMENT LEGE~D -RC__;_ PROPOSED RECLAIM:£D WATER LINE --P -'-PROPOSE'J POT ABLE WATER LINE .. •□· ---- () . PROPOSED BALL VAL VE PROPOSED RECLAIMED WATER METER AND P.O.C PROPOSED POTABLE WATER METER AND P.O.C. PROPOSED 'DO NOT DRINK' S1GN LOCATIONS !RRJGATION PLAN ' ' PLANTING PLAN CONSTRUCTION PLAN SHEET MATCHUNE QUICK COUPLER VALVE -END OF IRRIGATION MAIN LINE LOCATION MAP i~ NOTE: ALL AREAS IRRIGATED FROM P.O.C.'S A,B SHALL BE IRRIGATED WITH FUTURE RECLAIMED W\TER ' ' . ,REVISIONS.MUST,BLAPPROVED ey PUBLIC,HEALTI-l ENGINEER PLANNING DIRECTOR'ANO DISTRICT ENGINEER PRIOR TO IMPLEMENT,4.TION IN FIELD,. FIRM NAME & ADDRESS: 'APPROVED BY ENGINEER PLANCHECKER GU I ESPIE DESIGN GROUP INC e9JQ IINI1ERSITY CENIEB I 8Nf SUITE 580 __ .. .,, / / 5'? 1': SAN DIEGQ, CA 92122 j;.;.;;--1v----~-______, £1JQNE NQ· (6l9)55e·e9Il EAX· (5l9lSS6-9188 '-r')ATI" REGISTRATION NO· CA 1362 EXPIRATION DATE· APRIL 30, 1997 "AS BUil T" /1 . APPROVED FOR PLANTING -I;/ . .. n.n..,.: AND IRRIGATION ONLY, -/Z-1"1-'(0 I \_, ,t-qy RCE INzZ-EXP. DATE JNCLUDING PRECISE LOCA'TION bF PLANTING REIIIE'M::D BY: ,;;.u,' "f/• MM J\\ 5-20 Yb Rl".V/5tEO Slid t;-11 /'I, zo. 24 28 L, ,E¥:?o/:__, 96,01 //s-15r DA IT iNITI.AJ.. AREAS. REVlSION DESCRIPTION ENG<NEER oF \\ORK INSPECTOR l j DA E SHEET INDEX SHEET TITLE N·· i ----~----------;;:,:SH..:.:E:.:E:.'..T-'N-"U"-'M~BEc,:,R::__ ,. .. ,,.,,., TITLE SHEET 1 IRRIGATION SPECIFICATIONS 2-3 0 IRRIGATION CALCULATIONS 4 IRRIGATION PLAN 5-13 ·' IRRIGATION DETAIL AND NOTES 14-15 PLANTING SPECIFICATIONS 16-18 PLANTING PLAN 19-27 PLANTING DETAIL AND NOTES 28 CONSTRUCTION PLAN 79-37 CONSTRUCTION DETAILS AND NOTES 3&41 EXISTING TREE PLAN 42 MASTER UTILITY PLAN 43 (FOR REFERENCE ONLY) Project------+--HUr,AMINGBIRD ROAD VICINITY MAP NTS m -~·, ·,. '' \ ,: ,.:. lj?•-""">·ixiies-; ,. CARLSBAD MUNICIPAL WATER DISTRICT ' I, ;,:::•¢. ,, I .{•:··:· '' ,~ '• ,, '\,, ('"~. .,,,,,. .I -__ .,,,. -/£.?L '-,, .. ,, 1.!1:1 -4 27-9,:;; •.1:...:\:f;<,/.. • I ·i 'I:-" WILLIAM E. PLUMMER DAT'c .•. -~&!~,, ;/~ -.-·;,! / DISTRICT ENGINEER R.C.E. 28176 ~~·~~·~ ..,,, .. ,,•'' --~ :/ ;,. ' ·-· fo,~' ' !J.,N DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH '~1:;\~1,}1t.>,:,,;, :.,-.~~~ ... ~~~ ~ -(')_ t°'.;.'.:.__ 1""?:iJ _J r '-i-<.. "'f -9. t.. • APPROVED BY: DA "'."E._~-,~- ~ CITY OF CARLSBAD 1 r sKEErs 1 . PL:ANNING D(P AR DJ ENT I ! 43 ---I 7 PRIYATE (ONSITE) RECLAIMED WAT:cR SYSTEM FOR: I , ' ' AVIARA PLANNING AREA 5 i I / i _. / ' APPRO~~j/J 1/~ , C fi-&-~: '7 . ! / , , 'A , ' ASST. PL A l\ll'<lJNG ci'16i:rrno/ DA TE I <.,:u,.,,,.. £./3 I/DRA'MNG NO. DIIN BY: PROJECT Nu, DATT: JNrTlAI.. DA IT INITIAL CHKD 6V: C.T 90-09(A) ;; 345-2L_ ornrn >J'PRDV>J. aTY >J'PROVN. RW.O 6Y: ' .,. h. >. { & s ~ '-.' c:: a: c:: TYPICAL SIGNS .. ,.,, .... ..,., -~-------=•====:::::::::::=::::='..:...... _______ ..'.,!,'AX~••.!:!•• .. !!::0•♦~ju ____________________________________________ __ CMWD 90-507 @)- ____ _,G SFCTI.ON 028!0" UNDERGROUND mRICiATJ0:--.1 SYSTEM CM\VD SPECIFICATIONS "TAKE PRECEDE!\CE" OVER THESE SPECIFICATIONS. l'/\RT I -GE"{EF_I\.L I I. _I . I . I . 7 _! -.., -l - RELATED D(QJ1v!ENTS· Drawings and General anJ general prov,s,ons or Contract, including Supr,lcmentary Conditions and Division I sections. npr,ly to work of tl1is section. Specifications DE~CRTPTTON OF\VORK The work consists of furn;shing lnhor. tools. machinery. materials. and processes required to comrlete the sprinkler irrigation system described herein and shown on the dr:nvingc:, ~"=~~--T=h~c~in=te~r~t of ~he c~rnwings nnd specificnriot1s. is to inclicntc and spcc:il"y n comp1¢1e sprinkle:r system, inst:-,]Ied reaciy for use without further cost ic labor or materials to the Owner. I . '. I. OU/\UTY ASSURANCE· Suhcontract wnrk to a single firm specializing in irrigation work. Contractor shall possess all !1ccnscs ,rnd permi!s required to perrorm :he work of this contract inclt1ding a C- 27 landscaping licenses. ~1~.•~I~. ~I ·~--T~h~e~C~.o=ntractor shall furnish the art•cles. equipment. materinls or processes srec•fied hy name in the drawings and specirications. No substitution will be allowed without prior written approv:tl hy the Landscape Architect. or t1,c Owner's authorized representative. ~l~.'~'~.'.'~·---T~he ContractM shall sucmit to the Landscape Architect catalog dat:, and 1·,,11 descrir,tive literature for apr,rov:,I of items different than those specified. I . ,1 1 Equipment or materials installed or fo,nished without the prior apnroval o:· t!,c Landscape Architect may he rejected anti the Contrnctor required to remove such materials 1·rorn the ,.,ire nt his own exrense. Approval of any ;tem '11ternate or suhstitute. indicates only that the prod11cl(s) :,pparcntly meet the requirements of the dr,nvings ;ind spl~Cif-icat!on~ on the hnsis of the information or samples submitted. L,t.._'.i~·--~M=a~n~u~f~ac~t~1~,r~e~r~•s~w=a~r~ra~n~t~i~e~s~s~h~a~l~l~n~o~t~rc~l~i~c~v~e~t~h~e~C~.~o~n~tr~r~.c~t~o~r or his liahility under the gun•antec. Such warranty sh:,11 only suprlcmcnt the gu:ir:in 1ee CiUARANTEE; f.nrnish guarantee in accnrd~ncc with the General Cond:tions, for a period of one (I) year from the elate of 1·,n,t! acceptance • at the conclusion of the Maintenance Period -on complete water irrigation system. including nonsettling of the oackf•II in trenches which. if occurs. shall he corrected. inclt1ding repairs nnd/nr replacement or any material damageJ thccehy or therefrom. ~l~·~'~"=·~-~Man11facturcr•s warracties shall not 01· his liability unrlcr 1he guarantee only supplement the guarantee. relieve the Contrcctor Such warranty shall I'/\ R"' 2 " PRODUCTS ;;:".I. MATFRIALS· 2. 1. l . '.'.I.I. I. 2.1.1.2. Pressure Pipe: Comply with following: PVC Plastic Pressure Lines: For p1prng upstream of remote control valves end quick cour,lers. All two (2) inches and l:lrgcr shnll he Class ., 15 l'olyvinyl Chloride (PVC) Simrson or aprrovcd equnl. All one nnd onc-h;ilf (1-1/2) inches and smaller shall he Type 1. Grade 2. designated as PVC 1220. Schedule ,\0. h,r rccbimeJ water systems. nil pipe shall he ·AJcrtline· or 'Pacifi<; cal· :incl he rurrlc in enlnr. Non-pressure Pipe: (downstream from remoie control v,i!ves): Comply with following: 2 I :1. 2. ! .5. l<lentification: f'urnish plastic rire continuously nnc' rcrnrnnently marked with following information: ~1;-1nufacttHcr's name or trade :nark, size. c'.ass nnd type of pipe, working rressure at 73.4 degrees F .• and N:itional Sanitntion Pountlation (NSF) rating. All pipe for rcclairT'ed water systems shall have stenciling npr,enring on both sides of the pipe. with the marking ·RECLA!"1ED \YA'TTR• 1n 518"' lettering. repeated every 12". flrnss Pipe· pounds. 85% Grass ripe shall he lf'S Stnnclard we'ght I '.'5 red brass. Pine Pit.tings and Connections: Comply with following: PVC'. Sleeving· All mainline and lateral lines shall be sleeved · sleeved rot lows: twice '.he diameter of the line where it passes under paved areas, as sch. 80 under vehicular paving. with 30" cover min. sch. 40 under pedestrion paving. with 18" cover. over mains. sch,_40 und~uc<lestrion paving, with 12" cover over muins. =2~. 2~·--~F~lTT~TN~G=.S~A~Nu~Cl=O~N~Ni:~-U~l~tQ~N~:S~. 2.2 '.. 2.2.1 Polyvinyl Chloride Pipe Fittings and Connections: Type n. Grade I, Scheclulc 40, high impact moldec' fittings. m,rnufocturecl from virgin comro11nds "' srecified for piring iarcred socket or molded thread type. suitable for either solvent weld or screwed connect,ons. Machine threaded fittings and plastic saddle and flange 1·ittings are not ncceptnhle. Furnish fittings rermanently marked with following ;nrormation: Nominal pi;ie size. type and schedule of material. and Nntionnl Sanitotior. foundation (NSF) seal of approval. PVC fit:ing shall conform to ASTM D2464 and D2466. flrass Pipe rittings and Cnnnectinns: Standard 125 pound class 85% red hrass fit1i1,gs end connections. For cnr,per tuhing. ANSI B I 6.22 wrought copper or cast hrass. recessed solder joint type fittings. =2~.2~·~4~-~S~olvent cements shall comply with AST'vl D2564. Socket )oints shall be made per recommended procedures for joining l'VC plastic ripe and fittings with f'VC solvent cement by the rirc and fitting manufacturer and r,rocedures outlined i,1 the Appendix of ASTM D2564. 2.2.5. Thread 1uhricant shall be tcflr,n ribhor-typc, 0° approved equal. suitable for threaded instal1ations os per manuf:,cturcr's recommendation~. =2~·~'~---V~A~ILV~f'~,S~: Manufacturer•s standard. of type and size indicated, and as follows: 2,1. I. Remo:c control valves shall as noted on irrigation legend. Valve shall he operable manually wi,hout electricity. The valve shall have a press11re regtilating module capable of rcg\!lating outlet pressure between !5 and I 00 l'.S.l. (+ 5 l'.S.I.). Module shall have an adjusting sc•ew fo• setting pressure and a Schrader valve connection ror monitoring pressure. Pressure regulator shall be adjusted at each valve :or r,roper downstream pressure required. Master control valve shall he as indicated on irrigation legend. ,,2~. ~.,.'~• ~"-•~--O"'-,t'-'1 i"c"'k----'c"o"11+n.,.l.,,.er'---v._.a"'l'-'v-"e"'s-"s"'h~a"'I lc_ch~e~'-"--"s~i z=.e: 13 rnss n 11 d as spccii'ied on the drawings. 2.3.3.1. 2.3.4 2.3 .4. 1. 2.4. 2 .4. I. Quick ccrnpler key shnll he of brass/bronze with a hose bihh assembly. Supply two (2) hose bibb assemblies. fla!I nnd Gate Valves: A.s specified in plons. flACKf-'l_OW PREVENTER ASSE\1BLY· 13ackf1ow preventers shall he brass. hronze. or epoxy coated cast iron hodics with a'.! hronze or ~t~inlcss ~tee! trim and nll moving parts of non-corrosive rn:,tcri:1ls. arid shall completely and positively prevent hack-siphoning of water. The backflow rrcvcnter assembly sholl include inlet and discharge shutoff g;,te vclvcs with al! risers. connectors, and nppurtences of Class I red hr'1ss pipe. conforming to \VW-P-351. and red brass ri'.tings with pressure rating I conforming to WW-P-460. '1nck:low prcvcnters shall be of the type :me! size designated on the drnwings. 2.5. 2.5. I. 2.6, 2.6. I. 2.6.2. 2.7. 2.7. I. SPRlNKLER HEADS: Sprinkler heads shall he of the types and sizes with diameter (or radius) of throw. pressure. nozzle discharge and/or Mhcr designations indicated on t'ie drawings. All sprinkler heads of the same type ond si7,c shnll be of the same n:anufacturer. VALVE flOXES· For rem0te control va:ve,: 1 o•· x I 9" nom. plastic valve :,ox. Valve boxes shall be green in color for potahle water systems. and pt,rple in color for reclnimed water systems. For ha'I valve: 8-3/4" diameter plastic valve box. Valve boxes shall be green in color for pot:ible water systems. and purple in color for reclaimed wa'.er systems. CONCRETE Tl-ffi.UST BLOCK Al\'D SUPPORTS: All cnncretc work sha!I he 2.000 psi mrn,mur:i compressive strength at twcn:y-eight (28) days. 5 sack mix. tool finished on exposed su:fnces. .,,.2,..c,R,..,..~~-A=UfO.Y\ATlC CONTROL SYSTEM: =2~. 8c_,_. lc,.~ __ G"'''-"e""n'-'e"r'-'n._.l · Furnish low vo I tnge system r,,anu focturcd 2.8.2. 2.8.2. J. 2.8.2.2. 2.8.2.3. 2.8.'.'.4. 2.8.2.5. 2.3.2.6. 2.9. 2.'l. I. 2 1 0. 2. I 0. I. expressly for control of automatic circt1it valves of undcrgcound irrig:1tion syste:ns. Provide unit of capocity to ~uit n·.irnbcr of c:rcuits ns indicated. Alltnmnr.ic Controller: Contro:ler shall be furnished and :nstalled complete with all clcctricol connections. ready 'or orcration. Controller shall be the latest model of the particulnr manu facturcr supplied. Unit shall have an input of I; 0/120 volt, 60 cycle. he completely autoO'.atic and shall function optiona:Jy with or without the clock. Unit shall have a secondary ou'.pt1t of 24/28 volt. 60 cycle. Any station cr.ay be repenied independently in any 24 hours. Stations shall be adjustable to minute to 59 minu'.cs. Mechanism s:call be housed 1n a sturc1y. locking. vanclal- proof cnclosu•e. manufactured of 14 gauge steel. or case aluminitim; furnished for maximum protection. as callecl for on the drawings (size as required). AUT0"1ATTC CONTROL \VIRE: Electric wiring: runs from Crrntrnller 10 the nuto-nntic co,itrol valves shall be solid. single conductor. corperwirc. 4/64 in. insulation. 4/64 in. r.eoprene jacket. Style :)[3 (Direct Burial) or equol, color code wires to each valve, common wire shall ,,c hlack. (Except as noted on Drawings for city standard requirc!T'cnts). \Vires shall co,iforrn to federal s;,ec1fication cC-30. CHECK VALVES Provic!c chec'< valves and/or anti-drain valves to prevent cirain<!gc of" irrigntion w:-itcr from sprink'.cr system due to changes in e•ev:ition. PART 1 -EXECUT'ON ~:i~· _I~•'~· ·~-~A~'l~s~c~'~' l~c~d~c~I i~m~e~n~s~i~o~n~s~a~r~c~c*, r~P~· r~o~x~i ~m~:i~t=e. The Contractor shall chci;k an(] verify all dimensions on tl,c site prior to proceeding with work under this Contract. 3. 1 .2. 1. l .J. 3.1.4. :1. I • ',. ;>.1.7, 1.1.9. J. 1. ID. 3. I. I 2. The Contractor shell l0cate am1 mark nil existing util'tics such ns power. telephone. domestic water. wotcr. and tile drains. Extre1'1c care shall be ,akcn by the Contractor when exc:wating or working in the~e areas and coordination en<! coopecation between the Owner•s representative ard the Contractor is required as the w0rk progress to '.he area. Contractor sha11 give 24 hours notice to represenrntive as work progcesses to undergrot:nd util'ty areas. Contractos shall be responsihlc for dacnagc to any utilities. Should 1•tilities nnt located or marked he found durin~ -c> excavation. the Controctor shall promptly no:i"y the Owner :me ,hall discontinue with work in the area. except necessary emergency work, to repal; or prevent dnmagc until instructions ace given to the Contrnctor by the Owner"s representative. Failure to notifv the Owner c,f discoverv of such utilit:es or damage thereto w:11 result in the Contractor ·~eing lin.Jlc foe any and oil damage caused to the util:ties ns a result cf his actions. The Contractnc shell before st:1rtin° worl;. on the sprinkler system. carefully note all finish grades :n order to satisfy himself tliat he may proceed with t'.1e work. and to restore finish grades to original contours before cor,,plcti0n. The •nsrnllat'or of nil sprinkler materials. including pi'.)e, shall he coordiaatcd with the londscopc drawings tr> nvoir1 interfering with the trees. S:1rubs. or other planting. Lay 0u~ sprinkler her-ids and TT1.nke rny m~nor ~.dju5tmcr11-:: required due to difference hctwccn site ::1t1d drawing~. Any such deviations in Irryout S:1all be wi,h:n the intent of the original drawings, nnd without oddit:onal cost to the Owner. \Vhen cirected ·ay the Owner. the layout shall be approved before icstallotion. Irri~ation plan is diagrammatic. All :rrigation equipment shall be located in nlanting areas only. unless noted otherwise. Do not willfullv install the snrin'der svstem as indicntcd on the drnwir.g wl:en it is obvious '.n t:le f:eld :h:-lt prtvim . .:.;::Jv t:nknown obstructions or grade differences exist.· teat r,,ight not 'iave been considered in the engincecing. Suc:1 ohstct1ctions or differences should he broug'it to t'ie attenton o! the Landscape Archi,ect. \Yater S'1pplv· The Contractor shal' connect '.o the water source ns indicated on the drawings. The Contractor sha:l verify s:ntic pcess11,e as stated on the plans pric,r to beginning work. If static prcs~ure or r,o'.nt of connection differ rrom that shown on the p:ans. the Contractor will promptly notify Landscape Architect before starting work. \Vorkmanship and Procecl11re: The routing of the pressure suprly lines ns indicated on :he dr:iwings is diagrnmrnotic. Locate all p~cssure supply :incs in plantrng areas. Cross ;,erpendicular undc, pc,vcment in a sleeve as described in these spec, fications. Contractor shall refe• to plans for designation of reclaimed ,v:iter systems :ind potable w:itcc systems. lNST.<\ LLA Tl ON: ~'~·=2~. ~I~· --=c;~,e~n~e~r~a~I: Un'ess otherwise indicated. comply with requirements o: Uniforn, Plumbing Code. 3.2.1.1. :J.2.12 3.2.1 2 3.'.'.1.2.2. 3.2. LJ. 3.2 14. Excavation of ".'rcnches· Excavate trenches. prepare subgrarle. nnd backfill to line and grade with su'ficien: room for ripe fittings. testing and 'nspecting operations. Do not hockfill unti: the pipe system has been suhjeC'ed to a hydrostatic test c,s specified. Depth of Trench: Polyv;nyl Chloride Pressure Line ............ 18" rn1n .. cover over pipe. Polyvinyl Chloride "Ion-Pressure Line .. :2" min._covcr over pipe Subsoil shall be free of all rocks over one (I) inch diameter. clebris. end litter pr:or to 11se as hnck•il1. Repair any leaks and replace all defective pipe or fittings until lines meet tes: requirements. Do not cover a~y lines until they have been checked and approved for tigotness. cpality of wor<:manship and materials. I ' ' r--~---1-----------____,1-------1--_;1_--1-___j fsHml2 CITY OF CARLS BAL' 1 :s·-Tc:;c: ~ PLANNl'\G DEP AR'},EN.,. ; : 43 IRRIGATION SPECIFICATIONS FOR: , ' ,-------------.r---r----i------------1--+----t--t------,j ;= ====--==========::::::..:::~. '.:--. -~·. .--------------------1 "AS BU: LT" APPROVED FOR. PLAN"fIN G i---------i---t------------1--, -... --+------< A VIA RA 5 AND IRRIGATION ONLY, ---i---i------j-~----------+----+-----,f------+---1 rA':":?P==Ro==vE="'o=7::::;::;i.17;;,~,~ (/·======c; ; _·o; " •, Plastic Non-Pressure l)nes: For p1p1ng downstream of ·•·, DRAWN ' RCE____ EXP DATE '//J/ -.,-., fl"' remote con!rol valve,. Type I. Grade 2 (lmpact Modif;ed). APPRovr:o ' INCLUDJNG PRECISE·:. ·----cc-,:Scc":-:,..,....,--'--4'---':c_--------~ --· -~Ii ·-.~A ,JT, PLA.f\1 :\JING DIREC'O:? JAT( i ! - as design:itcd as PVC 1220. Clnss 200. (SDR21). conrorming ,.10 llNiv,."n u,n• C.N< su11t ,., 9&-0l . LOCATION QF PLANTING REYIEWED SY; 17\ ~ • to Co:nmcrcinl S,antlards C:S256-6J. f'or reclair1ed water "" Dileo CH1roRNIA "'" JOB NO. JATE INITIAL DATT IN177AL DWN BY: I! P,~OJECT NO. D'/Aw,,,;c; hC.: ! '2 ~ DATE AREAS REVISION DESC DATc; NITTAL CHKO BY;-----·. . . 345 2L ' . systems. all pipe shall he •AJertline or 'Pacific col• and ........ .,11 SCA.LE,:· -< • INSPECTOR DATE ENGi.SEER OF Y,QRK' RIPTION o11,rn APPRCVAL i CITY APPROVAL l.!R:..V:..l:.:.l,::~_~B __ Y..:.:-=======• CT 90-09(A) -_J ~" he ru :-pl c in col or. r,., x ~ 1 'ii· 5 'i 8 • 9 1 8 8 L--------c. _______________________________________ ,.;.:..;;:.:..::.:._.;;.;; _________________________ :;.:. __ ::. _____ t... _______________ . ________________________________________ J _____________ l _____________ l..::::::::::::::::::'....:::::::::::::::::::---:~ L-------' e:> i::::::: - _____________________________________________ _;. _____________________________________________________________________________________________________ ~ ___ _._;._~I I '° ,,, ----------------·· ...... CMWD 90-507 @) ,.2.1.5. '.1.2.1.6. '.1 '.'. 2. J.2.2.1. :-1.2.2.4. _,,2.2.5. ,.2.2.7. :1.2.2. I 0. J.'.2.2.1 ! . 1.2.4.1. Backfill trenches. after approval of r1p,ng, with suitable and approved material, tamping soil around pipe and thnrnnghly comry;icting all trench fills until 90'½, compaction lrns been achiever!. Backfill material shall he an approved soil. free from rocks ;ind clods. Provide hackfill 11ndcr. around and above lop of pipe for PVC nl;istic pire ,md brass piping. Installation nf Polyvinyl Chloride Pips_; flccause of the nature of plastic pipe an1.! fittings, exercise caution in handling, loading ;ind storing. to avoid dnmage. The pipe nnd fittings shall he stored under cover until using, and shall he 1ransponed in a vehicle with a hcd long enough 10 allow the length of pipe io lay tht so as not he subjected to undt:e bending or conccntr'11ed external load at any point. Any pipe th:ll has heen dented or damaged shnll he discarded unless such dent or J;imaged section is cut out and rire rc_ro1ned \vith a coupling. Trench depth shall he as specified above from the finish grade rn the top of the ripe. The ho11om of the trench sha'.I he free of rocks. clods. and other shnrr-edged ohjccts. Pipe ends and fillings shall he wiped with "MEK" primer, or arproved equal, before welding solvent is applied. Welded joint~ sh:--ill he given n minimum of l 5 minu1cs to set before moving or handling. All field cuts s~all be hcvelled to remove burrs and excess material before filling and gluing together. Pipe shall he snaked from side-to-side of trench hrmom to allow !"or expansion and contraction. Center load pipe with small amount of backfill to prevent arching and slipping under rrcssure. Leave joints exposed for site ohscrv,Hion during resting. No water ,hall he rcrmi11ed in !he rire until site observation has hccn completed and a period of at least 24 hours has elapsed for solvent weld selling and curing. Plastic to me1r1l jo;nl, shall he mnde with plastic male adnplers, metal nipple l,and tightened. plus one turn with ;1 str;1p wrench. Plastic to Plastic Joints: Solvent-weld. using solvent recommended hy pipe mnnufocturer only. Solvent-Weld Joi,11s: Assemhle rer manufacturer's re commendations. l11srn:la1ion of Me1nl Pipe· Cut hr.iss piping hy power hacksaw, circular culling m:ichinc using an ahrasive wheel. or hand hacksaw. Cut no piping with meu1!!ic wheel culler of any description. Re:,m :,nd remove rough edges of burrs so s,nooth and unohstruc1ed f'.ow is ohtainet'.. Carefully and sn,nothly rlace thread luhricant on male thread on 1y. Tighten screwed !oints with longs or wrenches. Caulking is not permitted. Direct Burial Control \Vire Sizes: As shown and specified herein hcl-ore. :l.2.4.2. Provide one control wire and one common ground wire to service each valve in system. Provide 4 foot minimum expansion loop at each valve to permit removal and maintenance of v:ilvcs. :i.2.4.J. Install control wires al least 12" below finish grade and minimum of 4" from ;iny pipe or fittings except al terminal points. '.1.'.'.4.4. lnstnll control w,res and irrigation piping 1n common trenches wherever possihle. 1.2.4 . .'i. In ccsc of rhmage 10 any common or control wire, t.:nntractor is to run an extra cornmon and control wire on each leg of rnnin'.inc 10 the farthest RCV back to the control !er. '.1.2.4.6. Control \Vire Splices: Allow only on runs of more '.han 300-feet, splices as 1·01Jows: ,.2.4.6.1. Strip off minimum of 2-1/2" of insulation from each wire. 1 24 64. Twist on Scotchlok electrical spring connector, mini1nurn (our complete turns. Seal conncctor ,n epoxy resin. Tape completed splice with Scotch ,\J electrical tare. '.l.2.4.7. J.2 . .'i. J.2.5. I. 3.2.5.2. J.2.5.J. 3.2.5.4. J.2.5.5. 1 2 6 3.2.6.1. 1.2 7 3.2.7. I. 3.2. 8. I. J.2.8.2. 3.2.9.1. J,2 10 Numbering and Tagging: Identify direct hurial control wires from automatic va!ves to terminal strips of con1roller at terminal strip by ingging wire wilh number of connected valves. Automatic Sprinkler Cor.troller: Automatic Controller shall be installed as shown and as directed Controller shall he tested with c,Jrr.plete e}eclrical connections. The Con•rnc10r shall he responsible for tempor:iry rower lo the Controller for ope•atinn and testing purposes. Connections to control wmng sha 11 be made within automa'.ic controller enclosure. All wire shall follow the pressure main insofar as possihlc. Electrical wiring shall be in a rigid PVC plas'.ic conduit from controller to electrical outlet. The Electncal Contractor shall be responsible for instal'.ing all wiring to the suh- pancls, clocks, or elsewhere as requ'recl. i~ order 10 complete this installntion. A disconnect switch shall be incluclcd. Controllers shall have a master switch. ft shall he possible to operntc each valve manually independent of the clock or any other valve. Contractor shall supply nnd install battery 1n controller to prevent loss of program. Remote C:ontrol Valves: lns'.all remote control valves in shrub areas arproximately as shown on the drawings, with a cover of 8 inches minimum over top of flow con'.rol stem. Install a union type connection. Fit with plastic valve box and cover. Vnlve Dc,x: Install valve hexes as sho\vn or. detail. [nstall no more than one vnlve per hox. Sprinkler Heads· All sprinkler heads shall he installed as per details shown. Nozzle size of .ill heach shall be adjusted 10 suit any particular conditions of the area. This shall he done af,cr the system has been thoroughly tested, immediately after written no1ifica1ion by the Landscape Arc'.1i1ec1 to do so. Quick Coupler Assemcly: Install nil quick couplers as :ncicated on drawings and as directed. Set all valves 71lumh and true to finish grnde and a maximum of 12 inches from paving, walks, headers or curhs, and as shown on plans nnd as directed. Dall and Cale Valves: 3.2.10.1. Install arrroximately whece shown and ns detailccl. Fit with plastic valve box and cover. 1 2 IL Dackflnw Preventer: J.2.11.1. Dackflow preventer assembly sha:I be installed in accordance with manufacturer's specifications. located r:nd ns directed on drnwings. and sha'I conl·orm to nil applicable code an(! ordinance requirements. PIPEBElWEENWATER MET!cR AND BACKFLOW PREVENTER SHALL BE 'SCH. K HARD COPPER" J.2.11.2. Exact location and positioning shall be veriried on the site. J.2 12. Thrust Dlocks and Foolinns: J.2.12.1. Thrust hlocks and footings shall be placed on ninety- ;,ercenl (90%) minimum compacted or undisturbed subgrade. Construct to shapes specified and parallel to walkways. Too, finish exposed surfc;ce. 3.2.11. Flushin~ of Systems: 3.2.13.1. After r,1p1ng and risers arc in place. hut rrinr lo the installation of the s;,rinkler bends, a 1·u11 head of water shall be used to flush out the system. After system is thoroughly riushed, cap all risers. 3.2.13.2. Connection to Mnin: Connect to exi-=.ting service line in location indicated. S~ll'l UNIV[RSITY C[NHR. LAN[ 'SUIT[ 5!JO 5,\N 0!1:CO CA.1,JJ'OJ'1•11A 91!22 NOTE: LANDSCAPE CO'l"TRACTOR SHALL PROVIDE AND NAGE REQUIRED BY THE CARLSBAD INSTALL ALL SIG MUNICIPAL WATE RECLAIMED WA1 TITLE SHEET; SH <,R DISTRICT -SEE GENERAL NOTES, 'ER NOTES AND SIGNAGE NOTES ON EET 1. APPROVED I-,OR PLANTING DRAWN AND IRRIGATION ONLY, APPROVED INCLUDING PRECISE·,_ . . . . . • . . . . )OD.NO. 96-01 LOCA 'TION OF PLANTING DATE AREAS.· '.l.2.13.3. Dielectric Protection: Use dielectric fittings at connection where pipes of dissimilar :nelal arc joircd. J.2.14. Tes ti no: 3.2. I 4.1. Genc•nl· Notify Architcct/Sngineer in writing when testing will he conc'uctcd. Conduct tests in presence of Architccl/Engineerand City Inspector ~.2.14.2. PrCSS\lre Test 3.2.14.2.1. All pressure lines shnl' be rested unde, hydrostatic prcss·1rc of 125 lhs. per square inch nncl all nonprcssurc lines s'iall be tested under the existing static pressure ac,d hoth be proven watertight. (Contractor tn ,~pply all equipment needed for testing.) 3.2.14.2.2. Prcss·.1re sh.ii! be sustained in the lines for not less than four hours. If Ienks develo;,, the joints shall be rcplncccl and the test repented until the cntcrc system is proven watertight. 3.2.14.2.3. Tests shall be observed and approved by the City Inspector as well as the Landscape Architect and/or Owner prior ID bac<:fill. ffackfilling trenc'1cs prior to inspection will not he allowed nnd a'l prematurely filled trenches sha11 be subject 10 rcorcning as directed by the Landsecpe Architect. :L2.14.3. Covcr;1gc Test'.ng: Perform opcrntionnl te~iing after hydcos'.alic testing is completed, backfill 1s in place. and sprinkler heads ac:justed to final pos;tion. 3.2.14.4. After complet;or of landscape work. carefully adjus: he,:ds so they will be flush wit:1 'awn accas or ~ot more than I /2" ahovc finish grade in groundcover area. 3.2.14.5. lnst,.11 check valves where needed to prevent low head drainage. or as required by the City Landscape Inspector 1. T, STTT': OBSERVATION VTSTTS BY THE ARCHTTECT: 3.1.:. :i. J. 2. In all cases where site observation visits of the irri,•n1ion syst.cin work is required and/or where ponioas of the work arc specified to be performed under the direction and/or site observation of the Arch:tect or his reprcser1a1ive, the Contractor shall notify the Architect nt le:ist three (3) working dnys in advance of the time such site obscrv:,tion and/or di•ection 1s required. s;1e ohservation will he required for the fol10wine perts of the work: 3.3 .2.1. J.J.2. 2. Upon installation of nil sleeves Upon installation end testing of main lines and lateral lines; when pipes are laid and arc to he submitted to rrcssurc '.csts. Do not cover any lines until they have been checke(' nnc! np~rovcd. Upon instnllction and testing of valves, quick couplers, devices, automatic controller~. and control v;ilvcs and wires. \Vhen the sprink:cr system is com;:,lctcd prior to planting, the Contractor, in the rresence of the Lrndscapc Architec'. and Ci'.y La"dscape Inspector shall perform a coverage test to dctermi"e if the coverage of water afforded the lawn and plan:ing areas is complete and adequate. The Contractor shall furnish all r1aterials and perform all work requ'recl to correct any inadequacies. 3.3.2.5. '°inal site observation visit by the Architect and perfocmance test sha1J be at the same time as the final site observation of the specified landscape maintcn:rnce period work. 1.4 Rr,CORD DRA \VTNGS: '."l A. I. Before f:na: acceptance of work. the Controctor sha'I submit '.o the City for approval, a record set of (]rowings showing the sprinkler system work. Upon approvai hy the City, the Landscape Architect shall trnnsfer the informa'.ion on10 :he City's set of mylacs. 3,4.2. Any clrnnccs in :r,ca(ion of items oc tync of instcllations i"ron, that shown on drawings sholl be so indicated on 1he record drawings. 3.4.3., Record drawings shall be completed by contrnctor and ' approved by City Inspector prior to backfill of mainline. "AS BUil T" RCE EXP. DATE RE'vtEW::'.D BY: /7\ DATE INITAL ,,:,'' I I INSPECTOR DATE ENGINEER or \<ORK REVISION DESCRlPTlON ---------- 1.4 4 Valves <ha:I he nurr.hered ar.d corresponding num'Jcrs shall be shown on t'ic record ch1wings. Al! remote control valves shut-c,ff valves. quick coupler valves shrll be located hy meas,,rcd dimensions. Dimensions s'iall he given to permanent Objects and s'iall be to the nearest one-half foot. 1.4.~6~-~0~n~t~h~e~i~n~s~ic-!e~s~t-:r~f~aAce-~o~f_t~h~c~c~o~,~·e~r__,_o~f~c~a~c~h~A~t~,t~o~m=a~ti,~ .Cart,ollcr prepJre and mou·n a color-coded c1,art showing the valves. Mainline, .ind sprir.kler ,,cacls serviced hy :hat p~rticulac Contro!lcr. All valves shall be numbered :o n,otch the opern'.ion schedule and the drawings. Only 1.4.1. ;i. 5. I . t'1ose nrcas controlled by that Contro'.ler shall be shown. Th's chart shall be a plot pbc, entire or pnrtial, S:1owing h•1i'ding, wnlks, roads a•1d wa:ls. A photos:ntic prict of this plan, reduced as necessary enc :egible in all dctai:s. sha:I be mnde to a size that will fit into the Controller cover. This print shal: be arproved by the Architect nnd shal'. :,c hcrmctical[y sealed by plnstic. This plan shall then he secured to the back of tl,e enclosure door. lmmec:iatelv upon 11e installatinn of n'1y buried pipe or equipment. the Contractor shall indicate on the drawings the locations of said equipmeM. Dimensions shall be given from perma1ent objects such as b~i:dings, sidewalks, curbs i'.nd drivcwnys. MAl1''TsNANCE Trri~ntion Contractor srall maintain the system for a period or sixty (60 days and shall water as necessary to m:iintain vigorot1s growth of plnnt materi:::i.L See irrig:::i.tion maintenance notes. sheet ADDITIONAL \YATER Ll/\'E NOTES Al! PVC potable w:iter piping installed within the same project '.irciits '" '.he private reclaimed water piping s'rnll be installed in accordance with the uriform plumbing code and all other local governing cocks, rules and regulat:ors. The pipe shal! be cont;nuous'y and permnncnlly marked with the man11faclt:rer's name or trademark, nominal si>,c, and schedule or cl:iss indicating the pressure rating. b aclclition, all PVC potable water piping s:iall be blue or sh:lll be white with bl•.1e ste~cilirg appearing on both sides of the pipe with the marking "POTABLE WATER"" in 518'" let'.ers repeated every 12 inc~es, and blue tape identify:ng it as a potable water line acd stating "CAUTION: \YATER LINE DURISD flELO\V'". :',VARNTNG TAPE The plastic warning tape shall be ver:ired w,th silver printing on " purp'e field hnvirg the words, '"CA UTTON: RECLA IVIED \V ATER LINE BE'._O\V". The overall width shall be 3 inches. \Yarning (caution) '.ape sha[I be as mnnt:factured by Thor Sr.terpriscs. [nc., P.O. Gox 450, Sun Prairie, \Visconsin, 53590, (?hone: (608) 8'.17-7 I 97) \Yarning tapes shall be installed directly on :op of 111c pipe longituc:inally and shall be centered. The warning lope shall be installed continuously for the entire length o' the pipe and s'1all be fostcned 10 each pirc length by plnst'c tape banded around the pipe w:th :astcners no mo:e than 5 feet ::ip2rt. Taping attached to '.he sections of pipe before laying in the trench shall have 0ops sufficient for continuOLlS coverage. All risers between the mninline ~nd control valves shall be installed with warning tape. A second warning lope run'1ing continuously above piping to be rnstallcc' 12 i~ches above rccl~ir:1eci w:1tcr line. SEP6RAT[0\f BET\VEEN \YATER SE\VER, RECT_ATMED \VA ""."ER LINES A'.'fD OTHloR UNDERGROUND IJTJL:'flES HORl7'.0'.'fTAL AND VERTTCAL SEPARATION HorizontJI a~d vertical separation of wnter, reclaimed waler 2nc' sewer mains shali adhere to Srnte of California Depcrtment of Environmental llealth "Criteria for the Separation of \Yater Mains and San;ta•y Sewers"'. ;,) Horizontal Senaratior.: Ten (10') foot m1rnmum separation between water, sewer, and reclaimed water Mai1s shal[ be maintained. Any speci:il situation requiring less separation will rcq·.ti,e District ar,proval. b) Vertical Sepnrr:iior: Twelve (12") inches minimum separation between water, sewer, and rcelairr.ed water shall he mnicloincd at al: crossings, all crMsing should be at 90 ccgrce angles horizonta!ly. Normally, waler. sewer, and reclnimec water shall be located vertically from the streets fin'sh grace surface .ir :he order of the higher quality, i.e .. waler shall he a':>ove reclaimed, reclaimed tibove snnito.ry sewer. ·-· I Sl3ET I CITY OF CARLSBAD r-; ~ ':;7:::-:;:·~ · PLANNING DEPARTMENT 1-43 '• __; , _____ --··-·· -... ~,. IRRIGATION SPECIFICATIONS FOR: AVIAl{A 5 /7 r APPR0\1::0 -~ '•' ~--_, /;fj,tr)! ----~·". ·1 ;i-b-7( I 1 ASST. PLANNIWG DIRECTCR DA~[ ' OWN 9Y: I I PROJECT NO. I DRAl'i1NG cw., DATE IN1 nAL DATE INtr.A.L CHKO BY: C.T, 90-09(A) I 345-2L o~scR APPROVAL CITY APPROVAL RV'M) BY: . ' " ,!_ - "" -,; i'.2 " --' -.,_ "' -t,, -.,_ \... 55 I & .. .,_ \ 0~ '< ,, PRESSURE CALCULATIONS PRESSURE CALCULATIONS W,\TER Ml'TER -('_ SIZE \ II W/\JER METER ~¾o SIZE 11 I . H.G,L _____1210~ H.G.l.. ' ELEVATION AT METER t20 lc0 HLVATIQN AT METER C.:z~+ HF AIJ LOSS TO METER ~ X .433" · ~Is PSI HEAD LOSS TO METER ~vi:;,,. X .433 e \CO PSI HLMOTE CONTRPL VALVE Coe. SIZE l'/7_ REMOTE CONTROL VALVE '?GD SIZf l'i'z MAXIMUM DEMAND (GrMJ _. ~~I '1 ~).7 MAXIMUM DEMAND (GPM) • c;:\I (Q ELEVATION I ELlVATION -""77{~ l:i:(<2 - IILAD LOSS AT R.C.V_ w X .433 = 1,,(p PSI HEAD LOSS AT R.C V 9 X .433 = '2-o."'I PSI mcSSURE AT R.C. V. -c,--,,4 PRESSURE AT R.C.V. 21&. I PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE PRESSURE CALCULATIONS FOR REMOTE CONTROL VAtVE; i'' WATER METER -. 14.i PSI LOSS I" -· -WATER METER 14 1 PSI LOSS /'' BACKFLOW PREVENTER I :Z. 0 PSI LOSS I" BACKFLOW PREVl'NTER i ! , i5 PSI LOSS STRAINER PSI LOSS STRAINER PSI LOSS FILTER PSI LOSS Fil.TEA PSI LOSS I GATE/BALL VALVES I., PSI l.OSS . " GATE/BAU, VALVES 1. '2-PSI LOSS 1·12" MASTER VALVE g 7 PSI LOSS / I i.2_ " MASTER VALVE 8_ 2 PSI LOSS I" PRESSURE REGULATOR ::, . I') PSI LOSS I'' P~ESSURE REGULATOR s:o PSI LOSS ZR't I 2 • MAINLINE 3. l I PSI LOSS '.:tt-0 I I_ z.• MAINLINE 7 14 PSI LOSS "MAINLINE PSI LOSS • MAINLINE PSI LOSS j '/ z. " REMOTE CONTROL VALVE l 3 PSI LOSS 1112." REMOTE CONTROi_ VAi.VE I ', PSI LOSS -c:;· ! 2" LATERAL LINE os--PSI LOSS 2" LATERAL LINE I I PSI LOSS 1 1/2" LATERAL LINE PSI LOSS 5 1 1/2" LATERAL LINE PSI LOSS 1 1/4" LATERAL I INE PSI I_OSS 1 114" LATERAi. I_INE PSI LOSS 1~' 1" LATERAL LINE I Z PSI LOSS 1 • LATERAL LINE PSI LOSS 10.2 1 . 314" LATERAi_ LINE 4, ~ PSI LOSS I I:, I 314" LATERAL LINE: : I PSI LOSS 112" LATERAL LINE' PSIIOSS 112· LATERAL I_INE PSl LOSS 1Q-7 1 0% FITTINGS LOSS ~ .01 PSI LOSS 3) I., I 0% FITTINGS LOSS ' ,i; PSI LOSS c-ELEV_ CHANGE' (IN SYSTEM) . z. 2-PSI LOSS In ' ft.EV, CHANGE (IN SYSTEM) 2.l, PSI LOSS TOTAL SYSTEMS LOSS ;5:7. & PSI TOTAL SYSTEMS LOSS /p'S' .z 1 PSI PRESSURE REQUIRFD A f HEAD~ PSI PRESSURE R[OUIR[O AT HEAD 3~-M PS! -TOTAL PRESSURE REQIJ!Rc!l · _ I,, PSI . TOTA[ PRl'SSURF RFOUIREO q~_.,2./ PSI STATIC PRESSURE AVAILABLE 9 ~ PSI STATIC PRESSURE AVAILABLE qr,, I PSI RESIDUAL WATFRPRtSSIJRL 'I g PSI llcSIDUAL WATER PRlSSURE B~ PSI -. -PRESSURE CALCULATIONS PRESSURE CALCULATIONS I Y-z \I WATER MET6R A -SIZE " WAif~ Mf:H.:R -'€, SIZE ,1121\ H.G.L. -;2,:] 5 t l!.G.\_. 3_"1~ ELLVATION AT METER IS'Z--1'" ELEVATION AT METER l'C2ol"', HEAD WOO TO METER 2<\3 X .433 '=" IDS:!.. PSI HEAD LOSS TO METER 2~::i X .433 = \OZ;':: PSI ,G.!;i!:la.l.t--l,_ REMOTE CONTROL VALVE "l~ SIZE l'/2-· REMOTE CONTROL VALVE ~~.4 SIZI: \ '/,z MAXIMUM DEMAND (GPM) -MAXIMUM DEMAND (GPM) •• ELEVATION C,] ,,,_ x .433 -+S'2 . .<\ ELEVATION 12'2~ HEAD LOSS AT R.C.V_ l"i'> PSI HEAD LOSS AT R.C.V. + 13 X.433"...-Q PSI PRESSURE AT R."c.V. 13,.4~ PRESSURE AT RC.V. 1\0~ PREi'JSURE CALCULATIONS FOR REMOTE CONTROL VALVE: PRERSURE CALCULATIONS r-oR REMOTE CONTROL VALVE: I lo ' WATER METER 4 8 PSI LOSS I I 2" -WATER METER 4-'1 PSI LOSS I" BACKFLOW PREVENTER IJ-Q PSI LOSS 1 " BACKFLOW PREVENTER /20 PSI l.OSS STRAINER PSI t.OSS STRAINER PSI LOSS FILTER PSI-LOSS . FILTER PSI LOSS L GATEIBALL VALVES 2. z_ PSI LOSS I GATE/BALL VALVES ' I PSI LOSS --; ,, MASTER VAl. VE 11 -"! PSI LOSS 2" MASTER VALVE I I './ PSI LOSS I' PRESSURE REGULATOR s:: 0 PSI LOSS / 1• PRESSURE REGULATOR. tQ PSI LOSS I IOQ' 2 -MAINUNc 12 ,-4 PSI LOSS /t:,.z.\3' l-" MAINLINE :qs-PSI LOSS "MAINLINE · PSI LOSS "MAINLINE PSI LOSS Ii/; " REMOTE CONTROL VALVE 3 ', PSI LOSS I "l.1 " REMOTE CONTROL VALVE ' 5 PSI LOSS ~A• 2" LATERAL LINE 'a . ' ' PSI l.OSS ':2 ' 2" LATERAL LINE D~ PSI LOss· 11/2" LATERAL LINE PSI LOSS 1 112" LATERAL LINE PSI LOS$ IO' 1 114' LATERAL LINE Zi PSI LOSS i:;251 1 1/4" LATFRAL l.lNE I -'Ii, PSI LOSS ,o' 1" LATERAL LINE :l ~ PSI LOSS i~' 1 • LATERAL LINE /, 2 / rs1 LOSS !CS' I 3/4" LATERAL LINE 1 5:ob PSI LOSS :Q ,_ 314· LATERAL LIN[ 3 :1S-PSI LOSS 112" LATERAL LINf PSI LOSS 1/2" LATERAL I.INF PSI LOSS 4-0 10% FITTINGS LOSS :J:,Q PSI LOSS ±:l 1 10% Fffl!NGS LOSS 131 PSI I.OSS '1 ELEV. CHANGE (IN SYSTEM) "(". / PSI LOSS 10 ELEV_ CHANGE (IN SYSTEM! PSI LOSS > -TOT:AL SYSTEMS LOSS /,,lo 'i z. PSI TOTAL SYSTEMS LOSS -/,,:Z hO PSI PRESSURE REOUIRED AT HFAO 3o w PSI PRESSURE RFQUIRFO Al 1/EAD ;;o oo PSI . TOTAL PRESSl:JRE REQUIRED qt,, .4 z: PSI --TOTAL PRESSURE RFOUIRLD ~2 Q PSI - STATIC PRES.SURE AVAILABLE 0'7 PSI STATIC PRESSURE AVAILABl.E l1 Q Q rs, RESIDUALWATER PRFSSURE M f/3_ PSI RESIDUAi WA llR PRESSURE 1/1 Q PSI 11 I 1$ ,:{ >·: ~ I• kJn;rrr.11,,~I~'. I ,, ~ I~~''' ,' I"',: :;!;• ti ,p ··•-"~i§ ~ i:,,.·.-· "',·,; ;'•.'·" ,_. ' ., ,_•. ✓ ----~ ., ,,. ,, ' ·-. ' ., (I;'"' . , , i -,I~ \J 1,: p . \, .. ' )',) ',':<'•j.,, :'?~ . . ,)~· ·c.:"' ' >~ IJ:910 UN'rV[l'!l'rY (ENHx lANf. su,l'[ sso SAN Dn:Go CA1,rro~NIA 92122 6ro;i-~~8•8977 r,U( 619·S58•9t88 APPROVED FOR PLANTING AND IRRIGATION O:"JL Y, INCLuDING PRECISE , LOCATION OF PLANTING . , ' , ,· AREAS. · j ·-¼~_,, "AS BUil T" I . \\ ' ' ,f ' DRAWN ' ' 7 ~ 1:--1 ,. / DATE ' --Arrnovrn. RCE EXP. ' REVIEWED SY: ·,,:, JOB• NO. 96-0 I DATE . SCALE. INSPECTOR DAT( I ~4ET I ~ CITY OF CARLSBAD . PLANNING DEPARlliENT 3 ' IRRIGATION CALCULATIONS FOR ' AVIARA AREA 5 /,ST .• 90-09(A) APPROVED -/~f,rjl s+fh I ~: PLANN~"P/RECTOR-: DATE DWN BY: PROJECT OAT( INIT1AL DATE , :NITIAL DATE INITIAL NO. DRA'MNG NO. REV1SION DESCRIP1lON OiKD BY: C.T: 90-09(A) 345-2L ENGINEER or WORK OTHER APPROI/Al. CTY APPROVAL RV\\O BY: --· ... -· .. ··-----. . . -. ·-· ·-. ----- 11/ PF 17512 .. \ CMWD 90-507 :/ j: ' i' uJ > ~ 0 l r./). .• l, 0 t-"'- ~ 5 ~ ~ ~ . i 1 . • I I I I -· I t~-I , ♦ I . I ~i I ~I \,. ,A (:0 ' . . """'' "0 . I .-----""----_,J.---------,l POINT OF' CONNECTION # A TO BE A 11/l ~ IRRIGATION WATER METER. INSTALi-A RIP / 11 DEVICE. A.·. 111 PRESSURE REGULATOR, AND A z.'1 MASTER CONTROL VALVE DOWNSTREAM OF TriE METER. VERl!i'Y THE EXIS17NG WATE_R PRESSURE ON THE SITE BEFORE STARTING WORK. NOTIFY THE , LANDSCAPE ~RCHFl"ECT OF ANY DISCREP-ANCIES. H.G.L P.O.C. ELEVAJION STATIC WATEF\.PR!=SSURE M,O,XIMUM DEMAND ' -17'50:FT r'l2t FT Jo6±-PSI 4D (?FM CONTROLLE!\11," A ''TOBE A IRRITROL _MODI::!.. 1/MC-PLUS"B, '?U' STATION ;CONTROLLER, MOUNT INSIDE A LE MEUA 1 STAINLESS STEEL ENCLOSURE. ELECTRICAL ' POWER TO BE PROVIDED 13Y OTHERS MOUNT RAINGUARD ON REAR OF ENCLOSURE. I RECLAIMED WATER SUB-AS,SOCIATION ' ' I 1 I ! .I I .1 \ \ i:'IE INTO EXISTING MASTER---'-~•' ,, ASSOCIATION MAINLINI:: RUN ,.-Jr ' NECESSARY CONTROL WIRE BACK TO CONTROLLER "E:i . . \ \ ---. lfMMJNa· i .. L \ "'~70 UNIT 2:1 ;: PAD= 124.7 l--, I L--·--· ---_ _. -- I \ 11 \ I" r--, I 4' --- ' /"~ )_: ,I/ . ' • \ ...... __. I 0 ' ' /! I // I 1 g.J 1 0 20 50 ' ' t--bt--1-po'f,Ae,t,.E-MAI NUN!::. e,q '' Ee\-\\WD 6\0CWAI.J'-10 6o _Af<Ol)f..lD e;<:1,. Vt-\.V-E-'? '.2-4" Oc.ef' POi@IB l'\AINUNE e,' Fl<OM 1Dl'GI(. 01' WALK, 2!?" DEt':--P EXISTING IRRIGATION TO REMAIN. ANY IRRIGATION DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED. AVIARA 5 .. NOTE: LOCATE MAINS OUT OF RIGHT OF WAY (TYP.) NON-POfABLF-1-1Alf-H.--lNlc. IZ,'' e>EHIND CURe,, £.4"DEEP 2-'' po,-A~ MAIN &cl,," e>E.H•I\.ID FAC-eof C.URb, 7,1" PEEP 1 CROSSOVER, SLEEVE PER POTABLE MAINLINE CROSSING DETAIL, SHEET 15 · ' ,, ''-,, ·, '·· PcrAf,LE':. MA1f.lLIW1':.-,';:,L£EcVEc 4' 'DEeP Z'' Fl Pe.. FOR IRRIGATION SPECIFICATIONS, SEE SHEETS 2 & 3 FOR IRRIGATION DETAILS, SEE SHEETS 14 & 15 FOR IRRIGATION LEGEND, SEE SHEET 15 . FITT\IJ;, (;" l'.R.1=>10!¼! Lk,.,OP f-101.J':. f2. #.,,%" '•,, 7 ,s, « IWLHJB 1:>1 , 7'-S" O w~ 24'' o ~ "-,,, 1 AU. VALVE le,7~ • ., ''--•. ,.)..,_ S/Jf? ~IAT\Ol--l MAltJ 11\.le- V , .. 4' DEEP SLE.E'.VE- ./ f'oiABLE. f,lAIWUt-JE' q• et:1-\IND -· 'DIPEc\/J<'l,\-J,<: .. 2811 DE-B-cP~,___.,__- ;;,,, • 1/JA'l'X'Jl:=-----' '·. .-c:.a;:;:;::::i;:~1 \;l:;:' ~\~ VALVE-~• (/ -<101;,;,, {-)' ,,,, ' '1s ,/', '· DATE INIT AL DATE INITIA .. _ ENGINEER OF WORK REVISION DESCRIPTION c-HER APPROVAL ............... 4.,: ~A-mff A~q:'lkt"\0~ IT ~ ~ i m m 1 ~-<:::o-..:..f-\e"" __ />,'--..,IN-kl/_ _w~ ·-.:_ . •--~ m1 [ I] 11 I ~I [' I ::::::%1 ' .. . .,_, i::,..._,. ------rB , fb,.%H@%~~1'.F\; I 1i;, 1)l1S rs: 11 iJ ~ is 'J (lll ,nii ,, '.'.,,, 8910 UNIVERSITY Ct:NTER LANE SUITE. 'iSO SA.N DIEGO CALHORNIA 9212:t 6i9•SS8•8977 FAX 619•.':i 53·9 JSS APPROVED FOR PLANTING AND IRRIGATION ONLY ' INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" /) ' _,-;_A ' -=c'~-~~ --·--••-" DR.A V..'"v ~.L1J.?:j/t«'a1r , < 1/ APPRCVE.D DATE CITY APPROVAL RCE /#,G;?? EXP Lf-M, DWN BY: ___ _ CHKD BY· __ _ RVWD SY, PROJECT NO. CT 90-09(A) DATE DRAWING NO. 345-2L CMWD 90-507 CONTROLLER" t, 'TO BE A IRRITROL MQ,PEL.#MC-.PLUS-B-; 2A· STATION CO~TROL~lc_R. MOUNT INSIDE ALEMEUR STAINLESS STEEL ENCLOSURE. ELECTRICAL POW!l'R TO BE PRQVIDED"BY OTHERS. MOUNT RAINGUARO-ON REAR OF ENCLOSURE. '. \ ·--- POINTOf GONNECTION-#-· ~ TO BE A f'/tJI . IRRIGATION WATER METER. INSTALL A R/P 11 DEVICE, A ·\11 PRESSURE REGULATOR, AND A ,Z11 MASTER CONTROL VALVE DOWNSTREAM OF THE METER. VERIFY THE · · ·· EXISTIN_GWATlEF!PRESSUREONn-iESltE .... . -BEFORE STARTING WORK. NOTIFY THE -· LANDSCAPE ARCHITECT OF ANY DISQFlEPAN_<;:IES. H.GL P.O.C. ELEVATION STATIC WATER PRESSURE MAXIMUM DEMAND 311"Fi I~ FT I M'. t. PSI A'S~,-. ' RECl_AIMED WATER MASTER ASSOCIATION'· 13A TIQUITOS D~lVE -• I - 1" I 7. ---,-® IO 11-, Ill . 1-~., ;.¥)._j___(l)j/(:1/ ,;....:..:.:c+,--+-1 CROSSOVER, SLEEVE PER POTABLE MAINLINE CROSSING DETAI.L, SHEET 15 ~ ,---------------, :-:::rtA-1:,1.£.. MAl"-1 '?'Z'1 Bel-1 t-.it> / CONTAOLLER" C 'TO BE A IRRITROL MODELi/MC-PLUS-B, 42 STATION CONTROLLER MOUNT INSIDE A LE MEUR STAINLESS STEEL ENCLOSURE ELECTRICAL POWER TO BE PROVIDED BY OTHERS MOUNT RAINGUARD ON REAR OF ENCLOSURE. POINT OF CONNECTION# C, TO BE A IRRIGATION WATER METER INSTALL A RIP I" 1,1 DEVICE, A I" PRESSURE REGULATOR. AND A l'/1/,'1 MASTER CONTROL VALVE 010!':.WAlJ<'-.. '2-8' O"e.P REQAIMW "irt;µ IND ,:,1 DEWAU:. 1P, 'Ii" ---,_,_..c,. Dt-ff 1 '"1 HtoPl-e OF-::,>tci<t--\ 1-1-1N ~ ro j'6~ee.~~-,, Dz EJO' r t"""' <( U-4 8 (/) (/) <( r/l D w Di-(/) U-4 ~ U-4 ;:; [/) w '.2 I <( _J □~ ~□:: U'o C3 ........ . .· . ~-l.; i" ' ' ' I I I I 'I I I I I · I I I I I I z '· 0 ~ 8· (f) (f) <( ' O'.l (f) 0 \=31 w z <I --'. (.) w DOWNSTREAM OF THE MEIER. VERIFY THE EXISTING WATER PRESSURE ON THE SITE BEFORE STARTING WORK. N011FY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. P'71"A e,le, WATE..R. 4 ,_ 7 ,, 7~1'~~~--e;;__-f__j__L-i,, PROM hlDE.WA-~ 4 , ._,,, , :'n., H.G.L. P.0.C. ELEVATION STATIC WATER PRESSURE MAXIMUM DEMAND 540 FT 1,;Zot FT loo± PSI to-1 GPM ']711 Dt:.J:'.f rf?.;JM ,'), ll7E.WALk.. ~t). {1 j 11 .J -W"f Ae, L!c., f,\ Al 1--1 L-1 It, T 1/-(JJ CONC. BLEcf"VC \ '-Co" !"MM 51DEoW,f:i..J.c:_ e!::ND l-----------,--------;-1""1,41/z," FR.Cll-1 'DIPE.o/Al.Ja:_. 31" DE.1':-P /'---"'...+JI..; - ~ _/; ~ J ! ,....,._,.. ' 1' w, . ,.,,!,' / /, ,,,,,,, / ,-7. / • :>"". \._/, . VRTABL, MA I f.J id F~M fAt!e° C,URe, 04" bE.e; AND 4 1 ttPI' 1/ E"x.rllND e ---¼"""'-~ M \='.:f"El'--V p.LJ L"T '-. -~./ -· I &I)."? '. \ ----- l C t ::c . ) 21 : 4 ! I . . -e,_o \ !-, I lJNl1 27 _/ .__.......,_ ~,-_,___ .,· (_ l 4.6 ~ I __-(-!-';;;--j-- -. 9 \ ' ,/ \ \\ \\ \ \ \ \ I \ \\ \\ ,-\\\ ~<:,0 "( ' \J\~"'V· _> , <;;P.: ,/\ \\\\ \ ':,,• . ,., ✓ ~~. / 0 , 0 20 ~ /~-- I 50 ENGINEER OF WOR FOR IRRIGATION SPECIFICATIONS, SEE SHEETS 2 & 3 FOR IRRIGATION DETAILS, SEE SHEETS 14 & 15 FOR IRRIGATION LEGEND, SEE SHEET 15 O~AWN ----APPROVED 96-01 11 ~ [f;:!! ])§(f j:~(~(; tAlB·f [~:i JTJ :;ir;r1D m.(; S!!'IO UNIVtRSIT\' (.E.NTE.R LA.Nl SUITE 580 SAN DU.VO CAI nORNIA 92 J l.2 619·558·8977 FAX 619•558•9188 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BU IL T I Lr/;_-J,;,, AO;, ' , RCE IUZ-EXP,~....,.,, REVIEWED BY: DATE _L_. $6,__1 4l.~~---/5';1f DA PROJECT NO. C.T. 90-09(Al DRAWING NO. 345-2L CMWD90·507 -( I \ L .,.,---I ,· " , . '•- \ UN\T 5 \ PAO= 1280 , ... 3 .... • ----·-1 II.( \ -I \ -I . \ \ \ \ \ \ \ \ • -•~-. . . • \ "\J•··· _,,-•T .-· ' • 1/ ., \ . / , ' ., 34,, ♦ /. . ., ., ( ., ;, , ,· ~ • •:t.Jfl • / ., --,, , /'\ . ~· ,./' • • ~ 'fl,, ,f;J . . 'c,r::, • .;> ' ~ \ \ \ -\ \ ,,.,., . . -..l,,_········ • . .~r . . ' .. -... . . ,,,. . \ \ ' \ \ ' \ (J!J, PVT DR. "K" UNIT 44 PAD= 129.9 FOR IRRIGATION SPECIFICATIOtJS, SEE SHEETS 2 & 3 FOR IRRIGATION DETAILS, SEE SHEETS 14 & 15 FOR IRRIGATION LEGEND, SEE SHEET 15 r-w O i D 2 D 50 ----'-'-'-r---,---~~ DRAWN APPROV!',D JOB NO. DATE CALE I 90•01 ll, fo_. 1.10 lg, £ ~ !A [p 1l \ \ .fo:: 1:%\S1J:}l]ij'~ ,f~1D :]i1 89i0 UNIV[RSIT\' CE.!ll"l'E.R: I ~NE. SUIH. S$□ SA.N DIE.(;O CAtlFORNIA 91122 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BUILT II £2A«rd1«+¢ RCF f36£: EXP. ~-'17 DATE REVIEWED BY: /J3hcA. INSPECTOR DATE ~ CITY □_F CARL~-ls43Tsl --+----t--1 --1 -7 ~ PLA)'J_bl_J_N_G DEPARTM~ r=:==f--+-------------=====::t==r:= t---,---i -----, r~--=~----J-----------=t=I==r.= IRRIGATION PLAN FOR 1--AVIARA 5 t'l..-11- ' 5-2t-1(, t I , !:clif-rr€R1>1G DATE INITIA REVISION DESCRIPTION ENGINEER OF WOR APPROVED SST. PLAN PROJECT NO. CT. 90-09(A) DA DRAWING NO. 345-2L CMWD 90-507 > 7006/ PF '75 I 2 -a, 0 " " 3: . . LO LO ,_ tJ ro LL VAL.Ve: us' 61<'.Bl3N I Sf I I I I \ I \ \ I \ \ \ \ ·1 L_, ----;-------1 ---------7 I \ ') 2'' f<.eQAIMEQMC.INLINEa G," /':7WIND i,JAL.k, :i"I" pe,e,p \ .-· -- , .. -\---- \ ----- ·-----■-- ATCH LINE -SEE SHEET 9 I I I ------- -I --------...J._ I I -----______ _,_ UNIT 5 i t----h PAD= 71 \· - i / OX PAD I \ ~t--"::--lf-L!.:1,..::_1;,_"' ---. '-.,_ FOR IRRIGATION SPECIFICATIONS, SEE SHEETS 2 & 3 FOR IRRIGATION DETAILS, SEE SHEETS 14 & 15 FOR IRRIGATION LEGEND, SEE SHEET 15 BENCH MARK DESCRIPTION o:-0179 DISC ENO OF :ATCH BASIN LOCATION SET IN \{EST ENO OF SOUTH HEADWALL OF 24 ,. R. C. P. 4 MILES EAST OF INTERSECTION OF LA COSTA AVENUE ANO SAXONY ROAD RECORD FROM. COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS REPORT SV0106-01. 10/15/85 ELEVATION: 13.87 FEET DATUM M.S.L. ;- J; I If ! I \ L 7 I I L ;y ,·- / I½,; 1-\AIMU~e, I . HIND 01D1::W/li.K -3'.'l 0 2_0 ___ 40 -.............. --... -......__ / -.... J ·-...:.- NIT 71 P = 79.0 DRAWN APPROVED ·-... 0 ---19 ,5-·--:-~--~~--0 '' r R=64' L=49 52 .., APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" M&aw RCf (E£.v EXP. ~fi!("( DATE REVIEWED BY: JOB NO, 96-01 /$2..h -'DA'-'"T.E ____ l--'7<'f"Z.;-' "'4--'-'~..__ ____ Is 't? SCALE INSPECTOR DATE 1----+---+--------------+---~-----<~-----<~---I ITJ CITY P~~FIN CD~~~~~AD IRRIGATION PLAN FOR ENGINEER OF WORK A VIARA AREA 5 C.T. 90-09(A) PROJECT NO. C.T. 90-09(A) DATE DRAWING NO. 345°2L CMWD 90-507 \ (1 \ I l --{_~ I 00 L. D v-----l.~ ~.-----j"'7"'1 _I N i ----;:k--0----·- D .--··-~I---- CJ ---------------~ --- ------ AVIARA 5 7008/ PF I 7512 INTO RESIDENTIAL TER SERVICE (TYP) I I I I I I I I I Hdw) \ -~ -~ ~~ I I r I I I I I ;:,: I~ I I I I ~ ~"~ E---< i:.u ~ 1:--< ifJ E---< @ CJ i:.u I -- I I. UNI I P i ~1 ~--~--! .. I " I 'i::1 < ..., \ UNIT 116 'PAD: 68.9 1171 I 9.3 I . \ 'v . ' ·'v-\ -· ·-- 7 u UNIT 111 .PAD: 63.1 ---------· 12 11 1'1'\ 3! z ~ ► ~ v 7-1 I H I* '-. :);---0 'Z "' ~ ' ---~ ~ r·-·-· ,I I I i/lll.---~-;N41t,.1 6 1 F I I I I I C..uQ..e, I 11 I"''' P~== I I I I' "' ~ .... I It UNIT 104 PAD: 66.7 II --.:1------~----~.______ ---...______ ,-. . I I I I I 1 ---------J N l II I ■-..., UNIT 105 I PAD. :c 65.1 I r-~+--:_ :-:::r ~.:-.=-~I/ 2, -■ I ■ I ■ I • I UNIT 107 I'' PAD"' 64.3 /VIA, oJ IS11 .,R • . • . . . ; -+--1 r:1 · el I }/ I }_I I I I I I ,z~ I I I I I ~ I~ 10 ~ I 1---- ·,:--,'11 .~·----t!==::~::-~;:t~"-~-----..,t----1---. -------------------~· --r~-•--------~--~- I ----------·-·--I '2.11 . ·-~·----f'4e.BE<.-<- 5 ·-------·-··-······-~~"¼-'-·. --·-----·-·---( __ HU _1_.~ __ JR ROAD ------.~==:c:·:_~---· ~ ----~.--=-=::~:=~~~~-~=-· -··---I ..o..__ ·--- I --··--·-···-··--w --. -· ==~-.... :===----· ---- !"~]5~7~" E;,J1~27~-Jg~4;,,· =:--=-=-==......!l~~~"=§~~ ;.. ··--··-.----··-.c--~ I ---------6_. _______ . __ ._ --·-·-·-···-·-··---··-----·----·---------·-, __ ) w --t------@---- \ __ ._\ __ )7'i'--.. I ~-_·---~-· ----··------==----·-------·----·---+-=:- ---··--.---- /' 17 I \ \ -~-------------L__r~ I ~ I , I ____ ,\·------\° -----._ \ I ., \\ I \Rocks \ _\ \\~ 1 \ 1 ··-·---- -i-------------·:--:N"""";8:-"::8:;;--' 5::-:5c-:.-:::3-::-7::--:-.. w':""-:-1-:-:12-:-:o-.=ga:":.----· --··------------· -··--------------------------''f \\1 1 .\ NOTE: LOCATE MAINS OUT OF RIGHT OF WAY (TYP.) I I I I I I I I I I I "..:::> //_.--.---.... ··."- ' I I \ ~ I I I \ "'· Tp rE ll'vlET R WALL AS PQ~SIBLE I I I I \ I I / \ I i I I I I 1,J. \ ~~r-1"-t--'--';'-\ 1} I ' I I I I I \r! 1 I . 40 60 I I DRAWN AP~Rovrn JOB NO '96-01 DAT.E - l~~IIB[I) 6 J 9•5'j!j•8977 FAX 6 I 9•558•9188. I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" I 1z..-1<1-"lg DATE REVIEWED BY: 46/4~ l~rf INSPECTOR DATE FOR IRRIGATION SPECIFICATIONS, SEE SHEETS 2 & 3 FOR IRRIGATION DETAILS, SEE SHEETS 14 & 15 FOR IRRIGATION LEGEND, SEE SHEET 15 ~ CITY OF CARLSBAD f----+--t-----------------t----r~ .. ,-1-1 L____:'.:_J PLANNIN JEPARTMENT l---+--+---------------1---r--r--r-----. l----+----jf----------------------t--r-,-4----, IRRIGATION PLAN FOR BENCH MARK .. DESCRIPTION: OC-0179 DISC ENO OF CATCH BASIN LOCATION: SET IN WEST ENO OF SOUTH HEADWALL OF 24" R.C.P. 4 MILES EAST OF INTERSECTION OF LA COSTA AVENUE AND SAXONY ROAD RECORD FROM: COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS REPORT SV0106-01. 10/15/85 ELEVATION: 13.87 FEET DATUM M.S.L. • ENGINEER Of IVORI( A VIARA AREA 5 C .. T. 90-09(A) 5_{.,.-jt DATE -·-···-----~ PROJECT NO .. . C.T. 90-09(A) DRAWING NO. 345-2L CMWD 90~507 I ~// / / I I I I /' I $- ~ n,1 tc. ~ ~- Y}i tn ~ tn w ' I I / ~-·--''/ yv/ I I / I ~All-ll-(~E, ,' _____ .,,.,,,, .. .-z__ ff.i-l I~ D $[ Df.llJAUL [<Je>NT ~f11!..LD e,t»CK WAl--L. TbN 130 ___ j_PA ~ 2.B e,~u... V;AWE. 4' t~t-1------~ WND IN 01DE-IJJAL.K.. 7QQ9/ PF 17512 ', __ UNIT 127 -758 ......._ ____ _ -...... ___ ---·----~ / 1·7< I ¥ .. _ / I ------ --------------.......__ --- '~IT 1.29 PA~2-9 -~ "'-.; ~ UNIT 89 PAD~ 77.3 / f A G '.?. ;?If!, l't ' ~'"'----""'ep__,..... I \ 1£1+ l£ II -- /. ttr:~,{~'"c,,(:••;,,,·, I/"" //// "'\" . NIT 114 -: = . / /, -.. _/---·-- __,,..,u, ~/------/ POINT OF CONN CTION #---t] ~~~BEA 1'1 IRRIGATION WAT R METER. INST fill,,.!'' DEVICE, A 11 PRESSURE REGULATOR, AND A MASTER CONTROL VALVr DOWNST M OF THE METER. VE'.RIFY THE EXISTINci0ATER PRESSURE ON THE SITE BEFORE STARTING WORK. NOTIFY THE b LANDSCAPE ARCHITECT OF ANY DiSCHEPAld JES. H.G.L . 1-~....__~ ~ Ff -1 P.O.C. ELEVATION ~t.,t Ff STA77CWATER PRESSURE )Ctf:. PSI MAXIMUM DEMAND 7J "7GM \ \ CONTROLLER" t:7 '.'TOBE A IRRITROL MODEL ffMC-PLUS·B, 4z. STATION CONTROLLER. MOUNT INSIDE A LE MEUR STAINLESS STEEL ENC,LOSURE. ELECTRICAL POWER TO BE PROVIDED BY OTHERS. MOUNT RAINGUARD ON REAR OF ENCLOSURE. BENCH MARK • DESCRIPTION DC-0179 ors: END o~ CA-CH BAS:~ LOCA" l ON: UNIT 99 PAD~ 66.8 SET IN WEST END OF sou-~ HEADWALL OF 24'' R.C.P. 4 MILES EAST OF INTERSECTION OF LA COSTA AVE~UE ANO SAXONY '10A0 RECORD FROM: COUNTY OF SAN □:EGO DEPARTMENT OF PUBLIC WORKS REPORT SVC106-01. 10/15/85 ELEV AT ION: 13.87 FEET DATUM M.S.L. DATE / / INITIAL ENGINEER OF WORK / / / REVISION DESCRIPTION I i I \ I I I I I I i ' I i I I ! I I I I I I DATE INITIAL 011,[R APPROVAL I I Pr i I l! I I ~ 1' I! I I ! I A:PPROVSD JOB NO DATE I I I I I I I \ \ \ I I, ! I ! I I I I j I I I I I I I I I I I I f I I I I j I ! I. ! I I I I I I I I ! AVIARA 5 I I I i I I I I I i I / I I I I I I I I ,½»71--IX I I ... ,:,. I ' fr' \ ' : -- j I / I I t \ / \/ I /, JI ! // / / ,i ; • I y / i \ i / A. / I I \ I i I : , I : . \ , /1).a / I I I I i ' • ' ·, I I I I I -..... ,, ' I / / / "?1 ,'7 I ' I .ii:\! I II. u; .· I I I ! • I 0q f::,I I / / 'f! / I I 40 60 I I ',. •, -,. ,I .' I I I l I I ~1r~i~1m B®UW ]m~, [h ,~IR_l@:~~ ~ [~ l ; £\.lf!,~1},:11Jij"[1(£'J(JITT,[ S'JIQ UN,Vt:H.5:nY C~,NTE.K LAl'llt. Su1H. 580 SAN DIEGO CALlfORN,A 9:tll'l: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING I AREAS. "AS BUil T" 17 . -9-1 . . frf;,,,., KY< o0t4-, ~ RCf IN,? EXP . .,q-ff DATE REVIEWED BY: ·-----If¼,~ SCh..LE. CITY APPROVAL INSPECTOR IRRIG'f'JION PLAN FOR AVIARA AREA CT. 90-09(A) APPROVED ASST. PLA 5 OWN BY: ___ _ CHKD BY: __ _ RVWD BY; PROJE(:T NO C.T. 90-09(A) SH~ETS 43 DRAWING NO. 345-2L CMWD 90-507 _J 7007/ PF 17512 \ \ I I I I ' \ I I I \ \ I I I ' \ I I I I I I \ I \ \ \ ; I ( .-----· . \ \ \ I \ \ I \ \ I \ \ I_ I \ \ / / i \ . ··---,, \' \ / Y \ ,··-_·1 \ . \ I . I ', t \ \\ I ' ' ([I i I I ; i I . I I I I I , • \ ' __// -~77:t7--~~, -I ----~- UNIT 78 / 7 p . . .5 ( ---~ . ?:~J. _.,., '"' io.f' ---;j, '"\,'-. \ -\ \ I I ' I I I I \ \ I \ I 80 = 8 3 .:- pq ~: J;;..,: I i:i./ J,JN-ff7 -PAD=84. -"" 'l>~~ ,to;;; 6'" ···-.... ·-... __ _ -- . ~ ~ I ~ • 'N I . ~~~ '4''/ ;---....__ 0 . s~ ,/ l/. ") / /~~" 'll, = ,-, l I' R~ .J .1 · "'--J ~ L ..1 "J:.ii,,J1 ... f . ...___ ....-... C ~ ._, ll • L.'-....,i: ....... ...., .... ,, ~~ ------?'-----,, 82 I "', ·-AAQ_"-~-6~~-!, I . --r~ I ff~g . I I .. \J!j/\. ' 4 J! ., -c -,{ a rr~-'\- ·-, ~ 114 ---. 8 ->-------.... , .-,-~::-:<· -· // ·--... \ , no. ~·-.. ,~:,,,' p 84 1 1 '-', NIT 74 PAD= 82.3 Ii I 1 // I I // I /II I / Iii i ~r.":.z'.\ ~ -...::: ---\t::::::=='-""------'-='"i!,c::_---:_ ~ --::::~~ MARK I : / / /; /A.__!( 1/ lj I /"•, 11 AD= 83.0 1 1 I/ I I -)f II II _l:::;-"t~7-. I u p 11 e, D WALL --lff 11'-·"-) I I I 7'---J I ENGINEER OF WORK / ' '! ...... I j' -........ __ --.......--....... __ / I --DRAWN APPROV D ( -._ 40 60 8910 UNIVE.RSITY CE.NHR: A . L Nf SUITE. .':i80 SAN QIE.CO CAlHORNIA 921 H APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T ,, REV1EWED BY: JOB NO. --~--96~ Jj3b~ DATE /15·71' DATE $CALE INSPECTOR ~ CITY OF CARLSBAD ~ PLANNING DEPARTMENT ~ ~ C. T. 90-09(A) LANNI -- PROJECT NO. CT 90-09(A) DATE DRAV.,NG NO. 345-2L CMWD 90-507 --------- \ 7010/ PF 17512 0 0 I I ·------ I / "•·--.. ,. ---..._~-- I I I I I I I -.. ~ I L_ --....-...... __ _ I -~ il I 0 1 0 20 50 I ..... ... . .. ( I I I . ,AVlARA 5 ·NO IRRIGATION ::.--fQR INFORMATION---◊NLY ----._ . ·-·-. ---I I I I BENCH MARK DESCRIPTION: OC-0179 DISC END OF CATCH BASIN LOCATION: SET IN WEST END OF SOUT~ HEADWALL OF 24'' R.C,P. 4 MILES EAST OF INTERSECTION OF LA COSTA AVENUE AND SAXONY ROAD RECORD FROM: COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS REPORT SY0106-01. 10/15/85 ELEVATION: 13,87 FEET DATUM M.S.L. ' I I I ... .... \ / I [h,~[i:!1'.2:?t·~U"II -~. lk;f [~) ~f il t'J~~I 1~;~ 89i0 UNl\iERSJTY CE.NHR LANl SUITE SSO SI\N DIEGO CALlfORNIA. 9l Ill fAX 619·558•9188 DATE ~ CITY OF CARLSBAD ~ l-----+---+-------------+---+--+--+-----t ~ PLANNIN DEPARTMENT ~ l-----+---+-------------+---+--+--+-----t ~--+----+-------------t-----i---;-----,-___.. IRRIGATION PLAN FOR 1----+---+------------t------t---y---r-, APPROVED A VIARA AREA 5 C. T. 90~ 09( A) 1-----+=--+------------r-;~---t;~~~;:-t~~ DWN BY: __ _ DA INITIAL i-"D_ATE"-----''--'IN"-'-ITl"-"AL'-+-_D,-._TE~IN_ITl_AL', CHl<D BY:-~~ PROJECT NO. C.T. 90-09(A) ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL arr APPROVAL RVWD BY: DATE DRAWING NO. 345-2L CMWD 90~507 / / > /// / _..,.// . I , ___J 7011/ PF 17512 \ \ --c \ \ ' \ ' I I \ I I \ / i I I \ I __J / \ \ I I I \ I I I ·, I ', '. I J, I I I I \ ' I / I I ! . "' .... ,. ·,_ I I I I I I ' ..... ·,, . ', '-, ..... ,,, ... ... "'✓ . I I / I i I I { ',,, I / ' I, ............. , ,, --. --. --.. -------/// I •, ·,, . . s!?!? Ji \ / ' I / I I ' / I I I / ' / \ / I \ I / I I / I I / ·, \ ;:t / 1/ ~---..__::,•I~,~ 1 \; ~ MAlfJLi1'Jt'.-. CL>fJW8'>::t:10N 1 1 M/1\01~ A?S-061 ATION '. ' 2VP' Ff<l")tJI PRE.V1OU0 v~,1.--vev I I I \ I \ \ I \, I I I . I I I \ \ \ I ' I I \ I I I I .... ./ / L_) _______ / ,----·-/ ' ( !vf ! I NO IRRIGATION --FOR INFORMATION ONLY I // I r ~ I 0 BENCH MARK DES CR I PT I ON: 1 0 20 OC-0179 DISC END OF CATCH BASIN LOCATION: r I 50 SET IN WEST END OF SOUTH HEADWALL OF 24" R.C.P. 4 MILES EAST OF INTERSECTION OF LA COSTA AVENUE AND SAXONY ROAD RECORD FROM: COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS REPORT SV0106-01. 10/15/85 ELEVATION: 13.87 FEET DATUM M S.L --..,_ . ', / I I / / D~AWN · APPROVL'D ~------'----- /OB NC · .. DATE 89i0 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CALIFORNIA 9l 122 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BU IL T" ~Y!t;,,~f_ RCE ~Z.. EXP. "f -4'-'? REVIEWED BY: ~~-·-------------------SCA LE INSPECTOR DATE 1-----+---+--------------+-----l-----.l----l-----1 w ~ ITYPL~~NGCJ~~~~~AD ~ t----+---+--------------1----1--.....j.__ _ _j_ _ ___. IRRI ATION PLAN FOR A VIARA AREA 5 C. T. 90-09(A) t----+---+--------------+---1--.....j.__---l------l APPROVED ENGINEER OF WORK REVISION DESCRIPTION CMWD 90-507 6" (D COMPACT BACKFILL L T090% . 77;:>7;,·77~7/J§=11::t.: ~-~~;'!/ ® FINISH SURFACE _ -n:::::::1111 f -11 Q) NON-PRESSUliE LATEnAL LINE 111 /..J.-------{ 4 ,.._----{5 . 0 PRESSURE MAIN LINE DIRECT EJURIAL, LOW VOLTAGE . . . CONTROL WIRES, BUNDLE AT10fT O.C. NOTE: SEE SLEEVING DETAIL fOfl TRENCHING IN PAVED AREAS 0-T_R_E_N_C_H_IN_G ________ N_TS~ 0ELJ:CTf-lC..CON fllOL VALVE \NITH UNION G) PVC SCH sn 1r;nf'Y) STREET ELL G) f'INISI ![ D OflMJ!: 0 PVC sc, ! ec rnsr:ns @ PVC LAT[RAI_ CL 315 TO /\VB. @~E=L=E=----=C=----=T:..=.R-=I~C-=-A~N_G...::.......;_L_E_V_A_L_V_E _____ NT_S (_1_) f'Of' UP SPRAY HEA!J, seo LEGEND 0 F-1\JISH GRADE, G) NOTG :ALL SPRAY HEADS TO BE PL.ACED -.· CLEAR OF ALL HARDSCAPE SURFACt:S 0 MAi1LEX STREET ELL. TYPICAL. 0) 1 /,l" PVC SCH :so NIPPLE. 6" MIN L[=NG~. . (0 l'VC StH 40 TEE SxSxT TEE OR Ell CD l'VC l_ATE~AL LINE, SIZE AS NOTED ON PL.AN - ® DEPTH SEE SPECIFIC~TIONS NTS (D-....:::P....::0:.::-..P__:.-U::::.-:P=---=S-=-P~RA:....=.-Y--=--------=---HE==---=A=-:0.;;;___.,:· ____ _ 0 N 0 HJ\RDSCAPI" SURFACI", SEI" PLANS. ® CLEAN BACKFILL AS REQUIRED, REFER TO ENGINEER FOR SPECIFIC MATERIAL AND COMPACTION REQUIREMENTS. @ CLEAN SAND. 0 LATERAL LINE W/ SLEEVE. ® PRESSUF1E MAIN L:NE W/ SLEEVE @ LOW V01_TAGE CONTROL WIRES, SLEEVE SIZE AS REQUIRED 0 MINIMUM COVER. 1 G" UNOEf-1 WALKS 24" UNDi:11 DRIVES 35· UNDE:n STREETS (;Oil fOf'-~M!q.7 W~ WNl:7-', I.,Nt:'l',lZ ~ . UNDE~ WAll<S. 6ROW DITCHES NOTE /\LL SLEEVESITO BE PVC SCH. 40 PIPE. All SLEEVES UNDER STREEETS JO Bo PVC SCH 80 P!PE. • 1\I.'.·St.EEVES TO BE SIZED nvlCE THE 01/1. OF THE WORKING PIPE. • /\l.l. SLEEVES TO f1UN A MIN. OF '2" flEYOND HNlDSCAPE EDGES. • Cle.AN MCKFILL MAY JE SUIJSTlfUTFO FOfl SAND UND::ll WAUKS AND DRIVES. ®_S_L_EE_V_I_N_G _________ ~_'TS 0 ~~ i" ~UL_-=->-~ G) AMATEK G_RE~N PLASTIC VALVE BOX : _ (On EQUAL) WITH LOCKING C0\11::R. · ·. PURPLE FOR RC IRRIGATION .: , .--. @ FiNISH GRADE. . G) A~PR001.:o' ~IRE CQNNECT~Rd ' · -' · 2 ® PVC NON•PRESSUf1E PIPE (SEE SPEC$.) -(@) 'PVC Pf1f"SSURE.P:PE (SEE SP_ECS)' ' . ~ -. . (D 0 Pvc S_CH eo N1PPLE (TYP)(LEN~TH' AS Rc'OUIRFD) G_) CONTROL WIRES: BUNDLE AND TAPE • (\!-{/.4' MlN. EXTRA WIRE) @ REMOTE C,ONTROL VALVE(SEE SPECS) © SOl.ENOiD 6 2)'.4 REDWOQO 8LOCKING OR BRICK IQ) PVC SCH 40 TEE (SxSxS) OR ELL(SxS) ON MAINLINE - (!) PVC ,s~H 80 U~ION Q 1 CU. FT. PEA GRAVEL . . . @-P~C-SCH 4? FEMA~E AOAPTER (TYP) @ DEPTH-SEE srEc1ic1cA110Ns . ® REMOTE CONTROL VAL VE LEGEND 2. FINIS>-! GHADE. .:_,; Pvc PIPE (Dl:.PTH Pl:'.R SF'E:Cif''CA:'"(JN) •-REMOTE CONTROL VALVE 6 P'LOT ¼mt. '1. COU>.AON 'MR(. s. v,· rnus,,rn ROCK. l C.U. FT. 9, r >: -1~ ,,: 12'' REDWOOD FOR SUPPORT. 10. 17· :,,: 7f:!" RFCTANGULAR VALi/[ SOX. PURPLE FOR RC IRRIGATION 11. Dvc uN:oN i:oR S£RVlcr"lC ASSEMBLY. SCH. 80 12. BALL VALVE (LlNE SIZE) 13. I:-JLINE WYE FILTER 14 INLINE PRESSURE REGULATOR (ONLY IF.PRESSURE@ VALVE,-60 PSI) NTS G) 0 0 G) 0 -y------ -0 t r~:11 -~f 11:.~1~~-~-----',-.---I---11 ~Le~, •=·· ~ ' ;'~jj ·-• 1lrn > 1iWl . ·-:.-.:: .. .-: ...... - I·\·-.·-<:\ ;WATT$ #77$ LINE SIZE WYE STRAlt\JER -@: ORASS NIPPLE. TYPICi\'.. WI LOOSE KEY >iOSE □180. REDUCED PRESSURE 8/\CKFLOW DEVICE ® 1 C'.J rT CONC'lETE·THRUST OLOCKS. TYPIC/\L WRAP PIPES WI 1 O MIL.. - WITH 2 OALL VALVES, REFE9 TO PLAN FOR TYPE AND SIZE OF EQUIPMENT BRASS UNION BRASS ELL (TYPICAL) : TAPE SATU'1ATE AND COM'°ACT SUB-GRADE TO 90% PRIOR TO POU.'l (j) FIN'SH GRADE @ PVC MALE ADAPT,CR SCH 80 1-NOTE INSTALL PER CMWD STD. DWG. #W-20 I C REDUCED PRESSURE BACKFLOW PREVENTER r ' ' -t--··:,,.f;__-J "'.::: l~~~B~~itw~fE~~~i ~:-,iii I ..---,@ '-"'" -1Pij~,~ 1 ._. • ;,,--, 1 11 "' Wii! __ . -- 6 ;'~! l!lc~lilll~!11r-c"i:i:!!l G) /\NTI-SIPHON VALVE ASSEMBLY 0EL[CTRIC ACl UAT0f1 (:;"\PVC SCH 80 NIPPLE V(LENGTH AS f1EOUIRl:D) 1'7\PVC SCH 80 L.:NION \...;.,(PART OF VAI_V[' ASSEM[JLY\ G)COMP/\CTED SUD-GRADE (Dsc,1 40 SXl l=\.L 0 PVC CL 200 LATERAL @PVC CL 315 MAiNLl,\IE 0 HE-ISHT TO Bf' 5· /\GOV[ HIGHEST POINT ON SYSTC:M @scE SP[CIFICATICNS GJ) 14 AWG CONTROL WIRE G ANTI-SIPHON REM6TE CO>!TI:ZOL VALVE U-:GFND 1. PLANT MATER!AL (TYPICAL) 2. EMISSION POINT 3. DISTRIBUTION TUBING (8'-o• MAX LENGTH) 4. MULT'-OUTLET EMITTER 5. DIFFUSER BUG CAP [TYPICAL) 6. TUBING STAKE (TYPICAL\ ' NTS NTS DRIP IRRIGATION REMOTE CONTROL V 0 TUBING LAYOUT ALVE t'-,, 1.\ . - N ·1 S .. APPROVED FOR PLANTING "AS BUil T" I DRAWN APPROVLD /05 NO, ' 96-0l DATJ .. · SC,;{.,: .. · AND IRRIGATION ONLY, RCE EX". DATT: ' INCLUDING PRECISE··_ .. . . ., . REv1EM:D BY: . LOCATION OF PLANTING /1\ OA TT: IN!'tl,.t..L .. AREAS,:· .. . ENGINEER Of \\ORK REVISION DESCRIPTION INSPECTOR DATE =1 1.ll!.C::... =I -- 1111 ~cell I I ® r0 'I' ' / \_/ _./0\ Iv 'I' C0 r-1O:JN'.) GR!" f','i H_J\S T:C V t,LV'cc GOX. t,MATc:K OR EQUAL PURPLE FOR RC IRRIGATION 0 ,-INIS 1-! GRADE G) GALL VALVE 0 INTEGR,\L UNIONS G) PVC SCH. t,O, 45' Ell (TYP) G '"'VC PR[SSUR[ /J,<\l'i~l'i;-: PIPE(S[:C SPECS) 0 1 CU.FT. rr::'t, cnAV[L ® 2)'.t. RCDWXD or, ,,n·c,-: 'l~OCK':,G © BALLVALVE Q BRASS EL'... ® ATMOSPHERIC VACUUM BREAKER @ BRASS f\lPPLES (SEE -1\0TE BELOVJ) G) F?.JISH GRADE @ PVC ELL OR TEE PVC SCH. JO @ PVC Li\T[RAL. DEPTH/ SEE SPECIF:CATIO.\IS KDTE: . ATMOSPHEP.IC V/\CLIUN'. BRs,\KER SHALL NOT BE LESS THAN SIX (6"') IN. ABOVE HIG'7EST OUTLET.ON Tf--iE -SYS"'."EM. ®ATMOSPHERIC VACUUM BREAKER STS ! I 5t~~T / CITY OF CARLSBAD !s~rs 1 PLANNING DcPARTf.iENT r IRRIGA'ION DETAILS FOR: AVIARA 5 ........ - I APPROvED /.,,/l[Sl ~t-~~ --1 I,// i AS'Sr Pi...A\jr::m<J<"', DIRECTOR DYvN 3Y; PROJECT NO. ; I DRAWL'lq NO . DA TE INITIAL OA TT: I INITIAL CHKO 8Y: CT 90-09(A) /, 345-2L RVYvO ElY: O"THER APPROVAl CITY APPROVAL c.., "'-~ < ' ~ ,._ -" - -1- ~ -"" - -1-,__ O• '" , . ; "-.. I ,>; i & s Qc· ",( ~: c:, ~-cc,- ' -------------------------------------------------------------------------------------------------------------------mM~wmo~9rnoJ.5:7i=lo7~- .l ~ ' ,, ... C 8 0 POP -UP ROTOR HEAD, . , SEE LEGE>JD: , ® FINISH GRADE @) "NOTE: ALL HEADS TO BE PLACED . , 4" CLEA8 OF ALL HARDSCAPE SURFACES (3) MARLEX STREET ELL, TYPICAL ® PVC.SCH 80 NIPPLE, 6" MIN. LENGTI-1 · @ PVC SCH 40 TEE (SxSxT) ~~--,--_____:'.'.'--/:T,~""}--,t--. @PVC LATERAL'LINE, SIZE-AS NOTED .ON PLAN ,, . @ol":.PTH-SEE SPECIFICATIONS rj0 POP-UP 'ROTOR HEAD· \V~--~--NTS I·-, 11 l=--.l I li\l ,_i II ·-c . C lt:::IIE 11 ® 7 f3 C) SHRUG ADAPTER W/ SPRAY NOZZLE, SEE L":Gt=N::l (U PVC SCH 80 NIPPLE':, LENGTH AS m~ou1nr= o (TYP.J. 0 ANTI-DR/\!N VALVE-AS REQUIRED AT LOW HEAD DRAINAGt=. @) FINISH GRADE ~ ALL HEADS TO SE KEPT A MIN. OF 4"' FROM ANY HARDSCAPE SURFACE. © iJARLE'X STREET ELL, TYPICAL (!) 112· PVC SCH 80 NIPPLE, 6" MIN, LENGTH @ PVC SCH t.O ,i::E SxSxT G) PVC LATERAL UNE (§) DEPTH-SCE SPECIFICATIONS SHRUB SPRAY ON RISER NTS -G ;~ (j(j;:>?.;;;?~/-;, / -(j) ,,~~~-: ll G) F!OUNI, GREEN PLASTIC VA, 'vT: !lOX, AMA ,[:K Of1 [QUA'.. PURPLE FOR RC IRRIGATION ® HEIGHT ABOVE FINISH GRADE PER SPECS. G_) QUICK COUPLl"R VALVE, SEE LEGEND 0 BilASS Nll'PI_E_ LENGTH AS REQUIRED , / ---~· _._.__ / ® s· MIN DEPTH CLEAN PEA GR/i.vEL @ BRASS STREET EU:. TYPICAL O (j) 2.d Rf'OWOOD on F)fHCK,GLOCKING, G ~--~._.:-"-.t~~'l--JL, TYPICAL 2_,.~-<G)-,---L-. ___ >---~ ® HHASS N11;1°LE 6" MUJ. LENGHI ' , < ® PVC SCH ,:o TEE OR ELL @ PVC MA'.rsJ LINE DEPTH AS REOUlflt=D Q 35" MIN LENGTH 114 flEBAR STABIL!Zt=R, ATTACH W/ TWO (2)STAINLESS STEEL BANOS ®------'Q"-U=--I-=-C~K_C_O_U_P_L_E~R_V_A_L V_E~_N_Ts __ _ 1'----11 7 G) STREAM ROTOR SHRUB HEAD, SEE LEGl"ND (v SROWNLINE UVR-PVC COUPLING OR ANTI-DRAIN VALVE WHERE REQUIRED 'G) STAINLESS STEEL STRAPS (2 REQ'D.) 0 W/ #4. REBAR STABIUZER, 30".MIN. LENGTl-l • . © MARLEX STREET ELL. TYPICAL . . : . -' . @ PVC SCH 80 NIPPLE, 6" '0IN., .· LENGTH . : © pl/c. sbH 40 s~s\r TEE oFi ELL · ;ct) pJ~ LATERAL LINE, SIZE AS NOTED ON PLAN. . . -, . : ,@ DEPTl+SEE TRENCHING OE1AIL ' ® ROTOR SHRUB HEAD ON RISER NT$ B~~~--~ n NOTE: ALL WIRING TO BE INSTALLED PER.LOCAL CODE CONTROLl:.ER: INSTAL~ PER -··· MANUF~CTU RER'S _ . . . , RECOMMENDATIONS .___.-PED EST Al CABINET ----CONTROL WIRES ~ ..... BUNDLE EVERY 1 o' . a• TYPICAL : 4 SIDES ~::;!-_:._:_.:.../ ,,__~_,. "-----"":,,-....__..;· C ONC. FOOTING 120 V POWER AS RECD: @ PEDESTAL MOUNT CONTROLLER NTS liESIDENCE PIPE ABOVE GRADE TO BE BRASS --EXISTING .GATE VALVE FOR MAIN WATER LINE -HOSE BIBB AT FRONT or, REAR OF llESIDENCE, GATE VALVE TO ISOlATE IRRIGATION SVSTEM. (VALVE TO BE LINE StzE) . MAINLINE ro IRRIGATION SYSTEM, MAIN SUPPLY LINE TO RESIDENCE · FINISH GRADE RESIDENCE WATER METER· TEE MAY GE AT ANY PQINfBcTWEEN VIETER ,l\ND HOS[ BIBB P..O.C. AT PRIVATE RESIDENCE • ---SIDEWALK CURB--~ r-MITER BOX WIMETER I I • ' 17MINJMUM I TO' MINIMUM TO POTABLE MAINLINE IN STJ; RECLAIMED WATERJRRIGA170N MAINUNE WISLEEVE -~ NOTE: VERTTCLE CLEAllANCE OF 12· /.AINf/.AUM IS MMIDATOFrY 'NHEN CROSSING PATH CF A POTABLE WAT"ER UNE, INSTALLATION OF RECLAJI.IED WATER IF!RIGAn:.w MAINLINE 24" FROM FACE OF SIOEWAJ..K WlU. PROVIDE THE NECE;;:,ARY ro· HORIZONTAL CLEARANCE FROM POTMLE I.IAfM.INE IN TH£,srREET. .POTABLESER.VJCE t:fNE CROSSING STR_EET SURFACE \ I POTABLE MAINLINE 3.5 FEET (SEE IMPROVEMENT DRAWINGS} 7 i;. • "l 12-MINl.'AUM REQUIRED •'EPTleL/; ::7EPAF1ATION\ ~t~L (Q-~---SU:~-✓E RECLAIMED WATER IF.Fi/GATION MAINLINE~ NOTE· ALL MCr...AJMe.DWATEA lhntGATION -~IP€ AND SL££VE5 SHALL BE PURPI.= ANO l.A.BfL~O AS 5?£CtF!fO JN- ·'STANDARD SPEC!FrCATTONS FQA P/,1VAT= IARl::::N.::~~;:j!.. -cARL58AO RECLAMATION FlUlES ANO REGU~nO"IS FCR I\ I:"-~ CCNSmucnCN CF AECcAIMEO WATEA MAINS--\,.:;t.7::> POTABLE MAINLINE CROSSING • LfCf"ND 1. DIFFJSER BJG CAP 2. TUBING STAKE · 3, DISTRIBUTION TUBING (8'-a• MAX. LENGTH) 4. MULTI-OUTI.ET EMM:TE;R ( SEE IRRIGA,.I0.'1 . EOUIPMcNT LEGEND FOR GPH/PORT] 5 PVC PIPE AND FITTl,\IG (DEPTH PER SPECIFICATIO\IS) , 6, 3/4-CRUSHED ROCK. l C.U. FT: 7. cMITTER BOX PURPL, FOR RC IRRIGATION 9. FINISH GRADE 12, MULCH BED ALL PRIVATE LuTS SHALL BE IRRIGATED WITH POTABLE WATER IRRIGATION LEGEND SYM. MANUF, DESCRIPTION MODEL NO. GPM RAD "SI 0 RAINBIRD TURF SPRAY 1804-SF-FL T-"CS 1 57 10' 30 0' RAINEllRD TURF SPRAY 1804-BVAN-FL T-PCS VAR. 10' 30 0 RAINBIRJ TURF SPRAY 1804"8H-FLT-PCS 0.79 1 o· 30 0 RAINBIRJ TURF SPRAY 1806-80-FLT-PCS 0 39 10· 30 ~ RAINBIRD TURF SPRAY 1804-1 ZF-PCS 26 15' 30 RAINBIRD TURF SPRAY 1804-12VAN-PCS VAR. 15' 30 ~ RAINBIRD TURF SPRAY 1804-12H-PCS 1,3 15' 30 9AINBIRD TURF SPRAY 1804-120"PCS 0.65 15' 30 0 9AINBIRD TUR" SPRAY 1804-15VAN-PCS VAR 15· 30 0 f1AIN8IRJ TURF SPf1AY 1804-15H-PCS 1.85 15' 30 0 RAINBIRD TURF SPRAY 1804-1 50-PCS 0,93 15' 30 8 RAINBIRD TURF SPRAY 1804-1 SEST-PCS 0,61 4'X15' 30 D RAINBIRD TURF SPRAY 1804·1 SSST-PCS 1 21 4'X30' 30 0 RAINBIRD BUBBLER ON RISER 1408 2 N/A 30 G) RAINBIRD TURF ROTOR T-4C-PC-T30-13 1.4 30' 45 @ RAINBlnO TURF ROTOR T-4C-PC-T30-25 2.9 31' 45 ;}-RAINBIRD POP-UP SHRUB SPRAY 1806-SFL T-F-PCS '..57 1 C' 30 RA:NBIRO POP-UP SHF1UB SPRAY 1806-SFL T-VAN-PCS VAR 10' 30 1 RAINBIRD POP-UP SHRUB SPRAY 1806-SFL T-H-PCS 0,79 1 O' 30 RAfNBIRD POP-UP SHRUB SPl1AY 1806-SFL T-0-DCS 0.39 1 O' 30 ;} RAINBIRD POP-UP SHRUB SPRAY 1806-1 ZF-PCS 2,6 15' 30 RAiNBIRD POP-UP SHRUB SPRAY 1806-12VAN-PCS VAR, 15' 30 ~ RA'NBIRD POP-UP SHRUB SPRAY 1806-1 ZH-PCS , _3 15' 30 RA'NBlllD POP-UP SHRUB SPRAY 1806-120-PCS 0.65 15' 30 -;f RAINBIRD POP-UP SHRUB SPRAY 1806"15VAN-PCS VAR, 15' 30 ~ RAINBIRD POP·UP SHRUB SPRAY 1806-1 SH-PCS 1.85 15' 30 -:'( RAINBIRD POP-UP SHRUB SPRAY 1806"150-PCS 0.93 15' 30 Iii RAIN BIRD POP-UP SHRUB SPRAY 1806-81 SEST-PCS 0,65 6'X13' 30 0 RAINBIRD POP-UP SHRUB SPRAY 1806-81 SSST-PCS 1.29 6'X26' 30 GJ RAINBIRD SHRUB ROTOR T-S-PC"T22·13 1.3 29' 45 ~ RAINBIRD SHRUB ROTOR T-S-PC-T22-25 27 31' 45 RAINBIRD SHRUB ROTOR T-S-PC-T30-13 1,4 40' 45 ® RAINBIRD SHRUB ROTOR T-S-PC-T30-25 2,9 38' 45 • •RAINBIRD MU'-Tl-OUTLET EMITTER XBD-80 N/A NIA 15-50 NOTE: ALL RAINBIRD SPRAY HEADS ARE TO USE PCS-1800 PRESSURE COMPENSATING SCREENS. REFER TO THE SCREEN CHART ON THE PLANS FOR THE PROPER SC;clEEN FOR USE WITH EACH NOZZLE/ RADl'JS COMBINATION. PCS SCREENS WILL REDUCE THE ACTUAL NOZZLE GPM OUT~UT WHEN USED TO REDUCE THE RADIUS. THE DESIGN HAS BEEN CALCULATED AT THE FULL CATALOG GPM VOLUME. ALL POP"UP HEADS ARE TO BE EQUIPPED WITH BUILT IN "SAM" CHECK VALVES. l ALL HEADS WITH LOW HEAD DRAINAGE ARE TO RECEIVE AN INLINE CHECK VALVE UNDER THE HEAD. ALL ROTORS AND POP-UP HEADS SHALL HAVE PURPLE CAPS, "NP' <'OR RAIN3IRD 'Fl' FOR HUNTER, @ POINTS OF CONNECTION A,8, (RECLAIMED WATER METERS) P.O,C, WATTS WII_KINS LE MEUl1 RAINBIRD KING BROS. RAIN BIRD NELSON CHAMf'ION IRRIGATION WATER METER, SIZE AS SHOWN (BY OTHERS) 0090T-S REDUCED PRESSURE BACKFLOW DEVICE, SIZE AS SHOWN #SOOHR rriESSURE REGULATOR, INSTALL ON flACKFLOW DEVICE #BFSS STAINLESS STEEL BACK FLOW ENCLOSURE (SIZE TO FIT RIP DEVICE) EFB-CP-PRS-B MASTER CONTROL VALVE, SIZE AS SHOWN PVC BLOCKED "TRUE UNION" BALL VALVE, LINE SIZE 33 DLRC QUICK COUPLING VALVE (POTABLE WATER) 7645 QUICK COUPLING VALVE FOR RECILAIMED WATER P O.C.'S A,B (RECLAIMED WATER) 362 SERIES ATMOSPHERIC VACUUM BREAKER (SIZE TO MATCH CONTROL VALVE) RAINBIRD DVF SERIES ELECTRIC ANGLE VALVE RAINBIRD ASVF ELECTRIC ANTI-SIPHON VALVE RAINBIRD PEB-PRS-8 SERIES ELECTRIC VALVE (PESB-PRS-B@ P.0,C. A,B)(RECLAIMED WATER) FOR DnlP IRRIGATION VALVES INSTALL RBY-075-200MX FILTER ANO PSI-M30X REGULATOR DOWN S,REAM OF VALVE. iRR'TROL MC-PLUS-B SERIES CONTROLLER. MOUNTED INSIDE A LE MEUA STAINLESS STEEL ENCLOSURE, S'ZE AS SHOWN LE MEUR MODEL "A" STAINLESS STEEL IRRIGATION ENCLOSURE WCS MODEL "RG-VR" RAINGUARD, RAIN SHUT OFF DEVICE INSIDE A VANDAL RESISTANT ENCLOSURE, MOUNT ON REAR OF LE MEUR ENCLOSURE ELECTRIC 11 O VOLT ELECTRICAL POWER TO BE PROV:DED BY OTHERS AS APPROVED PVC PIPE 3/4"" 2· CL 200 (LATERAL LINES, 12" BELOW GRADE) -'-· ~ AS APPROVED ALERTLINE OR PACIFIC CAL@ POINTS OF CONNECTION A,B 3/4" UNLESS OTHERWISE NOTED PVC PIPE 3/4--2· SCH, 40 IMA)NLINES, 18" BELOW GRADE) ---J-.-+- :_-._-_-_-_:-AS APPROVED 1-1/0 AS APPROVED 1'1/1? DURA ALERTLINE OR PACIFIC CAL@ POINTS OF CONNECTION A,B PVC PIPE SCH, 40 AS SLEEVES, TWICE THE DIA OF PIPE OR WIRE CARRIC:D ALERTLINE OR PACIFIC CAL@ POINTS OF CONNECTION A,B SLEEVES UNDER VEHICLE PAVING ARE SCH. 80 IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) ALL PVC FITTINGS TO BE DURA "DEEP SOCKET" SCH, 40 FITTINGS CONTROLLER STATION T INDICATES INDIVIDUAL LOT CONTROLLERS TO BE INSTALLED@ TIME OF HOME CONSTRUCTION _,_ _ __._-=..-,_ MAXIMUM GP M DEMAND '-J....._/ VALVE SIZE • NOTE: 1 GAL SHRUBS SHALL RECIEVE 11) XB-20 OUTLET PER SHRUB, 5 & 15 GAL, 12) XB-20 PER SHRUB, AND (4) PC-05 PER TREE, f---+--+-------------+---1-1 --1--.......).. _ _J ~ crTrLANsrG ~E-t1\~~AD J rJu IRRIGATION DETAILS & LEGEND FOR: APPROVED FOR PLAN1'ING AND IRRIGATION ONLY, I APPROVED . £.-::.//,( J QL "AS BUil T" AVIARA 5 ... _INCLUDJNG PRECISE·'.: , RCE __ EXP.___ DATE A7-:s'7s1;--.. -;:;:-PLA-;:-;-:-N~N"1;6l'1/"G"~/~;'~1R~{A~~\c::::o~R~----fA~-p LOCA !ION OF PLANTING R[~E\'IED BY: Q ~ /1\ D'M, BY: PROJECT NQ. II\ DRA\1:C'c~ NO., ,".;.,_ lNITIAJ.. OATI; , INl"TlN.__ 1 :JAIT INITl,4,.L DRAWN '. $,Olf OllGO (.AUTt,INIA 9112:t APPROVE-D /00 NO. ' 96-01 DAT,£. L---~---__'._A~RE.:::::::A'...::S:'...:.. _. ____ _:__ __ _l.:_'.IN::_:S:>:P'...:E:::C:..:.T::'.O'.:R ___________ D':l_A~T;_!:E;__J..:EN.::G:.:.IN:.:[::.[R.:..::QF~W=RKL ____ R_E_VI_S_1_o_N_D_E_s_c_R_i P_TI __ o_N ____ J.:o:.:TH:(::R.::AP::PR'.'.'.0'.:'.V~Al:J~cr~"f~AP:P:.:R'.'.'.O::'.:YAL~c:~:::' ~=K=D=~=~=; ;;~~i~===c=·=T=, 9=0=-=0=9~(_A:::_)_--:'.I; 345-2L j TA.X 619•)'.l ■•Vrta _ --. L ______________________________________________ ;.;;..;.....;,_ ___________________________________________________________________________________________________________ ...,.;-,,,e=-,---J,, CMWD 90-507 SFCTTON 02900 -LANDSCAPE WORK !'/\RT I -GENERAi '. . I . RELi\ TEO OOC!.JMEVTS ~1~-~I ~1~.-~0=r,i_wings and ~ener,d provisions of Contract, including General and Surplementary Conditions nnd Division I Specification Sections, apply to this Section. 1 . 2. 1 . 1 . 12.1.2. I . 2. I . '.1 . I . :'.. I .4. ! . :'. I .5. l.c.l.f1. l.:. I. 7 _ 7 18 . 2. 1 .9. I . 2 .1. LIJ. I .:1.2.4. SUMMARY This Section includes provisions for the following item,: Trees. Shrnhs. l'lants_ Groundcover. f-lydrosceding. Lawns. Soil amendments. fCinish Grading. Maintennnce Period_ Relnterl Sections: The fol!nwing sections contnin requirements that relate to this Section. l/ndergrnund sprinkler system is specified in Division 2 Section, "Underground Irrigation System." OUALITY ASSURANCE Suhcnntract landscape work to a single firm specializing in landscape work. The contrnctnr shall possess all licenses 11nd permits required to perform the work including n C-27 landscaping license. Source Quality Control: General: Ship landscape materials with certificates of inspection required by governing authorities. Comply with regulations applicable to lam:scape materials. Do not make substitutions. If specified landscape material is not r,htainahle, submit proot· of non- availability to Landscape Architect. together with proposal for 1,sc or equivalent material. Substitutions must be approved by landscape architect and City Landscape Inspector. An:ilysis and Standards: Package standard products with manufacturer's certified analysis. For other materials, provide analysis by recognizec laboratory made in accorda"ce with methods established by the Association of Official Agriculture Chemist,;, wherever aprlicable. Trees, Shruhs, and Plants: Provide trees, shrubs, and plants of quantity, size. genus. species, on(] variety shown and schedtiled for landscane work and complying with recommendations nnd requirements of ANSI Z60. I "American Standard for Nursery Stock". Provide healthy, vigorous stock, grown in recognized nursery in accordance with good horticultural rractice and free of disease. insects. eggs, larvae, and defects such as knots, sun~scald, injuries, abrasions, or disl"igu,ement. Where formal arrangements or consecutive order of trees nr shruhs are shown, select stock for uniform height and spread. and lahel with number to assure symmetry in planting. Selection: The Landscarc Architect may check trees nnd shrubs either ;1t place or growth or at site hcrorc planting, for compliance with requirements for genus. species, variety, size. and quality. The contraclOr shall submit photographs to Landscare Architect of typical trees ( 15 gal. and larger contniner sizes) for landscape work. Landscape Architect retains right to further check trees and shrubs for size and condition of trnl!s and root systems. insects, injuries and latent defects, and to reject unsatisfactory or defective material at any t'me during progress nf work. Remnve rejected !rcci.: or shrubs immediately l"rom project site. I .,t. SUflM!TTALS 1.4.1. General: Submit the following in accordance with Conditions of Contract and Division I Specification Sections. 1.-1.,_ Plant and Material Certifications: 1.4.2.1. Certificates of inspection as required hy g,wernmenrnl .:1uthorities. l .4. 2. 2. Manufocturer's or vendor's certified analysis for soil amendrncnts :ind fertili1.cr m:iterials. 1.4.2.3. 1.4.2.4. 1. 5. 1.5, I. 1 5.'\. Lnbel data substnntiating that p!an\s. trees, shrubs and planting materials comply with specified requirement~. Seed vendor's certified statement for cnch seed m:xtures required. s•ating botnnicnl and common name, :-,crcentagcs by weight, and percentages of purity. germination, and weed seed for each seed species. DELTVERY. STORAGE AND HANDLrr-.:G Packaged Matcri;,ls: Deliver packaged materials in cont;1incrs showing weight, tlntdysis, ;"lrtd n~mc of manufacturer. Protect materials from deterioration during clelivery, and while stored at site. Trees and Shruh,:;: Do not prune prior to delivery unless otherwise aprroved by Landscar,e Architect. Do not bend or bind-tie trees or shrubs in such manner c1s to damage bark, break: branches. or destroy natural shape. Provide protective covering during delivery. 1.S~.4~--D~.o not remove conlainer-rrrown stock from containers until planting time. ~1~-~5~. 2~-~S~o=d: Time delivery so that sod will be placed within 24 ho\trs after stripping. Protect sod against drying anc hreaking of rolled strips. 1,6. JOfl CO"IDITIONS ~l~f.~. l~-~U=ti~l~it~i~c~s: Determine location of underground ut:lities and I 6 2 I ,7. I .7.:. 1, 7. 2. I .R, I .8.2, perform work in a manner which will avoid possible t!amage. H,md excavate. as required. vtaintain grade stakes set hy others until removal is mutually agreed upon by parties concerned. Excavation: When conditions cletrimentnl to plnnt growth arc encountered, such us •uhhlc fill, adverse drainage conditions, or obstructions, notify Landscape Architect before planting. SEOUENCl'-IG AND SCHEDULll'.'G Planting Time: Proceed with, and comp:ete landscape work as rapidly as portions of ,:;ite become availahlc, and shall be performed during those periods when weather and soil conditions arc suilahle in accordance with loc:illy nccep:ed horticultural pr:ictice. Coordination with Grounclcovers and Lawns: Plant trees and shrubs after final grades arc established and prior to planting of groundcovers and lawns. enlcss otherwise accer,tahle hy Landscape Architect. If plnnting of tcees and shruhs occurs after groundcover and lnwn wock, protect groundcover and lawn areas and promptly repair damage to groundcovers and lawns resulting from planting operations. SPECIAL PROJECT \VARRA\ITV \V,1rranty lawns and groundcovers through specified maintenance period, and until final acceptance. Warrnnty shruhs for a period of 90 cays after date of final acceptance. \Varrnntv trees, for a period of one year after date of suhst;int,al completion, against defect,; including death and for rerioc! of 90 days after date of unsatisfactory growth, except for defects resulting from neglect by Owner, abuse or damage by others, or unusual phenomena or incidents which are beyond Landscape lnsrnller's control. ~1~.8~.4~.~~R~c=m.ove and rcpl:ice tre~s. shruhs or other plants found to be dead or in unhealthy condition during w:,rranty period. Make replacements within 14 calendar clays, Replace trees and shrubs which ~re in doubtful condition at end of w;1:--r~nty period; unlc<::<::, in or,ir,ion of Lnndscnpc Architect, it is advisable to extend warr:rnty reriocl i'or a f'ull grow'ng sc;1son. 1. 8. 5, Another warranty site observation visit will 'oe conducted at encl or extended warranty period, if any, to determine acceptance or rejection, Replacement shall he the plants used for same kind and size as specified for landscape work. Replacements shalI be furn:shed, and planted as originally specified. ,, ' ,• ·_-_ 1 _1uinm'.~: -;·&-,,U.-,.·· ,o "'""., c· .. -,, '"-~: ''·=-= APPl\.OVED FOR PLAN~fING !IQ!~ UN!V[ll:'i1TY CtNTO. LAN[ SUIT( 5110 SAN 01tCO (.ALHOlNIA ,P2 t 11 61,·~58·11911 ,.a..x 619·558·911:18 DRAWN . APPROVED JOO.NO. ' .. 96-01 •. AND IRRIGATION ONLY, INCLUD_ING PRECISE . . LOCATION OF PLANTING .. AREAS. -. -----~. PART 2 -PRODUCTS 2, 1. 2 2 l SOIL AMENDME1''TS !"lark Mulch: flnrk mu'ch free from deleterious riaterials and suit.able for top dressing consisting of clean, grnded pea si7,e (1/4" -1/2") :·ir or "Pine Bark Ch;ps", Submit sample to City Lnndscape Inspector for approval prior to delivery to site. 2. 1.2, Commercial Fertilizer· Co'11pletc fcr:ilizer of neutral cha0 acter, with so:ne elements derived from organic sources and containing the following percentages of ava:lahle plant :1utrien:~: 2.1.2. t. Post-plnnt Fertilizer: Provide fertilizer with percentage of nitrogen required to provide not less than 16 pounds of actual nitrogen, G percent phosphoric acid and 8 percent potassium. Provide nitrogen in a corm that will be available durinr; initial per'od of growth; at least 50 percent of nitrogen to be organic form. 2.t.2.3. Plant Tablets, agriform (20-10-5-) blue chip t:ib!cts 21 gram. 2, 1.3. Tron Sulphate, iron shal'. be expressed as rrctollic-dcrivcd from sulfate-deep green (FeS04•f-!20) a minimum analys<s of 200% and 98.3% retained on a 10 mesh screen. 2. \.4. Gypsum, agricultual grade gypsum shall be a (CaS04•H20) calcit1m sulfate 94.3%, 90% shall pass a 50 mesh screen. 2. 1.5, 2.1 .5.1. 2. l .5.2. 2.1.5.3, 2. 1.6, 2.1.6.:. 2.: ,6.2. 2.3 Organic Soil Conditioner. shall be a product that aids the structure of the soil cons<sting of rapidly decaying slowly decaying, and non~clecaying materin1. Nitrogen (organic or ammonic) 0.5%, pH less than 6.8 salinity (ECe x I o3 at 25° C) = 2,5, ash content not to exceed I 0%, Iron (Fe) expressed as metallic 0.08% organic matter 35%. Properties: screen analysis: Mesh + 0.2% 8 Mesh + 25.7% Mesh + 36.6% 12 Mesh + 30.7% 32 vtesh + 5% Re,,iainder 0.9% T:1e comrr.crcial g,ade product usecl ,hall be \Vil Gm Life, Loamex, or Forest Humus or approvec equal by Landscape Architect. Planting Backfill. shall be a thoroughly blended mixture of excavated soil from the pi,s and soi'. amendments per toe soils test: Soil Corditionc, 50% On Site Soil 50% PLANT MATERlALS .,2~.3=. 1~·~__,0.,_,,u-"a~l~' tc;..y: Provide trees, shrubs, and other p'ants of size. genus, ,pec:es, and variety shown and scheduled for landscape work and complying with recocnricndations anc1 2.3,2 requirerrcnts or ANSI Z60, I "American Standard for Nursery Stock." Container stock (1 ga!,. 5 ea!., 1.'i gal, boxes) shall have grown in cont:iiner for at least six cnonths, but not over two years. No container plants thut have cracked or broken balls of earth, when taken from the container, shall be plan,ed, expect upon s;:,ecinl ap;,roval. No trees with damaged roots or broken balls shall be plar.tec. =2~-~3~.3.c..•~-T~rc~e=s: Provide trees of height and width scheduled or shown and with branching configuration recom'11endccl by ANSl Z60. l for type nnd species rcgu;red, unless otherwise specified c,uantities shall be furnished as needed to comrletc work shown on drawings. Provide single ste:n trees except where special forms arc shown or listed. ~2~'~4~-~Swh~r~t~t~h~s: P•ovice shrubs of the height and width shown or 2.4. listed required by ANSI Z60.1 for type and hcig'H or shrub required. GROUNDCOVER 11/ATERlALS =2~.4~.1~-~~S~c~e~c~I.: Provide fresh, clean, new-crop seed_ comply:ng with RCE REVIEWED tolerance for purity and germin:ition established by Official Seed Analysts of No,th America. Pcovicle seed mixture composed of seed species, pcoportions and minimum percentages of purity, germination, ar.cl max,mu'11 perccrllage of weed seed, as specified. -··· "AS BUil T" EXP. DATE ' BY: I,\ DATT: 1 IN11'AL . INSPECTOR DATO: ENGINEER Of 'l>ORK REVISION DESCRIPTION 2.4. 1. 1. "Schedule of Seed Mixtures" as inclic:Hec on plans. ~2~.4~.2~--~S~o~d: Provide strongly rooted sod, not less than 2 vears old. free of weeds nnd undesirable na.tivc grr,;;ses, nnd mncf'.inc cert to pad taici<:ness of 3/4 :nch (plus or minus l/4 inch). excluding '.op growth ancl thatch. Provide only sod capahle of vigorous growta and cleveloprr.ent when ;,]anted (viable. not clcrmnnt). 2.4.2. I. Provide soci of uni:'o:m ;-,ad sizes with moxim:rrn ' percent c'eviation :n either length or width. flrokcn p:cds or pads with uneven ends will not be acce;,table. Sod rads incapable of supporting their own weight waen scispendcd ve,tically with a firm grasp on upper lO rercent of pcd will be rejected. 2.4.2.2. Provide sod typed as indicated on plnns: 2. 5. GROUNCCOVER 2.5.1. Prov:dc rlnnts csrahlishcd and we]! ro0tecl in nat removable contcir.ers, or integral peat pots and with not le;, than m1nrmu,n numbec and length of nrnners ,equired hy ANSI Z60. I for the pot size shown or listed. 2.6. I, 2.6,2. 2.7. 2.7. I. HYDROSEED COMPO\'Ei',,'TS AND ADDITIVE<; Materials: All materials shall be star.dare;, approved, firs'. grade quclity and in prime condition when instnlled. All commercial process or pockaging material shall be dclivcrccl to the site in the original unopcred containers hearing the m.inufacturer's gu:1.rantccd .-inalysis. Binder -Az-tac or equcl. Cclblose fiher mulch -\Veverl,auser "Silva-fCiher" or equal. rertilizcr -As indicatec1 on d,awin<>s. MISCELLANEOUS LANDSCAPE MATER[A'..S Wooc! l--Jeaclers and Ed"inrr; Of sizes shown and followin_c: wooC <::.rccic~· 2.7.1.1. Al: Heart Redwood. 2.7.1.2. Provide wood stakes of the same species, 2" by 2" hy 24" long wi~h g.ilvanized nnils for anchc.:ing hcnCcrs rind edging. '"' .... ,., -4 I • -Stakin<> Material: Stakes shall oe of lodgepole pine. These shnll be straight shc.fts, shaved and cut clean and bare or branches and stubs, of unifor'11 thickness with n minimum diameter of 2 inches, free of loose knots, splits or bends. Stakes shall be no less than ten (10) feet in length. Tree ties shell V.l.T. cinch-tic or ap;,roved equal. PART :l -EXEC'..:TTON J. I. J. I. I. 1. I. 2. PREPARATTON -GE\IER/\L Lay out nlantine areas s:iall mean a'l areas to he planted with trees. shrubs. groundcovcrs nnC: nrea~ for multiple plantings. Stake locations nnd outline areas and secure L:indscape Architect's ncceptnnce hcfore start of planting work. Make '11inor adjustments as may be required. Al: rock and other <>rowth or dehris accumrlarec'. curin" tltc "' Juratios of the-project shall ~e cemovcd from the site_ Uroc completion of all grading O?erations, soil samples (3 locations min.) shall be taken by the contrnet0r and analvzed by a soil laboratory. The results of these tests are to oe " rev:ewcd by the Landscnpc Architcc'. for any required modifications to specified soil prep::rnlion. ~I ~ CITY OF CARLSBAD 3 6 P~NNING DEPARTME'H PLANTING SPECIFICATIONS FOR· AVIARA 5 , ....--, ,., APPROVED~/,. ,y 5-'b-~ I ASST. PJ\l\fl'llNG DIRFCIOti DA l :": DWN BY: PROJECT NC. II ORAW1NC'f NO. DATE 1N 1 n,J,,,L DATE INITIAL CHKD BY: C.T. 90-09(A) QT><[R APPROVAL CITY APPROVAL RVW'J BY: II 345-2L -. '<• '~...: ~ !Q .- . ':'":' ·'-I , ..;, ''.) Gr"ding "nd soil prcp:irntion w~rk shall he performed only during the period when beneficial anc optimum results may he oht;iincd. If the moisture content ol-the soil should reach such a level thnt working 1t would destroy soil structure. ,;,reading and grading operations shall he suspended until the rnoi1,ture: content i<. incrcn~e(] or reduced to acceptable levels and the desired results are likely to he obtained. All soled dimensions are :ipproximate_ Before proceeding with any work, carefully check and verify all dimensions .1ml immediately inform the Landscape Architect of any discrepancy hctween the drawings and/or specifications and :1.ctunl conditions. _, : _ -'~--~D~'~' a~"--t-i~• i-e-s_f~o~r-p~l~a~n~t _m~a~t-e~r-i a~l~s~a~re~~s~h~o~w~n~~f o~r~c~o=n~v~c~n~, c~n~c~e~ only, and not guaranteed. Check and verify count and _,_I .6. \ 1 ]_2 I_ supply sufficient numher to fulfill intent of drawings. Certify any clarif:cat1ons with the Landscape Architect. Adequately stake, h:1rricacle, and protect all irrigation equipment, manholes, u1ili1y lines, and other existing property during all phases of the soil amending planting nnd gr;1ding opcrotions, Upon delivery of material and/or comrletion of all soil conditi0nin£, and gr:1c.ling hut prior to initintir\g plnnting operations, the Landscape Architect with the heretofore specified signed cor,ies of required certificate~. trir slips, ~111d invoices for .;;oil prepnrntinn rnntcrinl~. shnll invoice such material, comp:iring the total quantities of each material furnished agoinst the total area to each operation. If the minimum rntes of arplicatinn have not been met. the Landscape Architect w;II require the distribution of additional quantities of these materials to fulfill the minimum application requirements specified at no cost to owner. Landscape contractor shall apply a contact herbicide, where weeds are prc~cnt, per mi'lnufacturer's specifications a minimum o• ten ( I 0) days prior lo commencement of any planting or irrigation work. Weeds shall be allowed to completely die back. including the roots before proceeding with work. Herbicide ,1pplicator shall be licensed by the State of California. f'INISH GRADING finish Grading: finish grndcs shall. he as indicated on the civil engineer's drawings and landscape drawings. l 1=1~-l~'-i11i"iliJrades shall he measured ns the final water cDmpacted and selllcd surface grades; and shall he wit~1in plus or minus O_ I root of the spot. elevations and grade lines indicated on the drawing. l_'.'-4_ Molding and ro11ndinc of the gr;1des ~hall he provided at all cli;rnge, in str,pe. All undulations and irregularities in the nlanting surfoces resulting from tillage, rototilling and all other operations shall he leveled and rloated out before planting operations :-ire initi:-itcd_ The Contractor shall take every precaution to protect and avoid damnge to srrinklcr heads, irrigation lines, and other underground ut;lities c1uring his grading and conditioning or,erations. Final finish grndes shall instire positive drainage of the site with nil surface drainage away [rom huildings, walls, and toward ronJways, drnin~ nnd catch hnsins. ~1-~ 7_ Finn' ~rades shall he acceptnhle tr, the Landscare Architect before planting orerntions will be allowed to begin. -1.2.R_ Planting surfaces shall he grnded with no less than 2 percent surfnce slope for positive drainage unless otherwise noted on plans. , , PREPARATION FOR f'LANTJNG AREAS ] _1 Snil Conditioning & fertilizing: After the plnnting areas have lwen graded, apply soil amendments and initial fertilizers as srecified to all areas which have a slope of less than I 0%. Remove high areas and fill in depressions. Till to a depth of not less than 6 inches. Till soil to a homogeneous mixture of fine texture, free of lnmps, clods, stones, roots and other extraneous matter. :>.:0.1. l. Prior to prep.1rntion of unchanged areas. remove '.\. > I . , . I . I _ :1.J_ I.>. I .2. _1 _ _1_ I.:i.I.J. _1.3. I .-1. I .4_ existing grass, vegetation and turf. Dispose of such material outside of Owner's property. /\!low for sod thickness in areas to he sodded. Apply specified soil amendment and commercial fertilizer at rates specified and thoroughly mix into upper 6 inches o: planting areas. Deloy application of fertilizer if lawn planting will not follow within a few days. "Schedule of pbnting soil mixture: Soil Conditioner: _1 cu. yd. per 1,000 s~. ft. Iron Sulph;1tc: I 5 lhs per 1.000 sq. ft. Gypsum: I 00 lbs per I .000 sq. ft. Pre-Plant fertili,.cr: 25 lbs per 1,000 sq. ft. 3.3.1.4. Schedule of Plnnting Soil Mixture is for hidding rurposcs only. Soil test may reduce or increase total soil amendment ynrdage. Adjustment (plus or minus) mny be necessary. Contractor shnll obtain :it least three soil tests of finnl grade nt site nnd submit results to the City Inspector"" and the Landscape Architect for interpretation and recommendation. Contractor shall submit, in addition to his base bid; unit cost for each schedule o' planting soil mixture. *City Inspector shall approve soil testing agency and soil test recommendations prior lo delivery of soil amendments to job site. :14_ DEEP\VATERING: ~.4, I, After complete installation and test:ng of the Irrigation system, nnd preparation of planting areas, all planting areas sh:ill be deep watered and compacted nnd settled by continuous application of irrigation water until the soil 1s moist to a minimum depth of 8"'. "l,4,2, C:ire shall he taken that the rate of apnlication r,f w;itcr does not c;iuse erosion or s!uffing or soils. 3 5. /\II depressions, voids, ern~ion scars and settled trenches generated t,y the deep watering shall be filled with conditioned topsoil and brought to finish grade. EXC/\ V ATION FOR TREES AND SHRUBS ~~~"~'i~, ~I ,~~C=ontainer grown stock in cans shall be removed from ,:._~n without d:tniaging roots. Srnc< grown in hoxcs <hall have 3.5.1.1. 3.5.1.2. 3 .5. I .3. 1 6 3,6.2. bottoms removed. All used containers shall he removed to the storage areas or from tl1e site. Each tree and shrnb shall be rlaccd in the center of the hole anJ shall he set plumh, remove sides of boxes where required, and held rigidly in position unti'. the planting backfill has been tamped from around each root ball. For container grown stock, excavnte as specified for size of conrniner width and depth. Dispose of excess subwil removed from planting excavc1tions. Fill excavations for trees and shruhs with water nnd allow water to percolate out prior to planting. PLANTING TREES A'ID SHRUTlS A'ID VINES Set cont,1incr grown stock as specified per p:antrng detai:s. Plant< sh:ill not he 0laccd within twelve (12"') inches of sprinkler heads. ~J~, (,~, ~• J~,~~A~I I~r~I~a~n~ts~s~h~a~l~l ~I~, e~s~e~t~a~t _s~t~t c~h~a~l~e~v~c~f that after sc t t l i ng, the soi I I eve I tn the container is maintained, and is equal to the surrounding finish grade. 3.6.4. 3.6.4.1. 3.6.4.2. 1.6.4.3. 3.6.4.4. 3.6.4.5._ 3,6.5, 1 6 6 1.6.8, and shrnb Planting tablets shall he placed ,n each treeApJanting hole at the following rate: 1:5 gram tablet per 4" pot FOR ALL groundcover . 1-21 gram tahlet per I gallon container. 3-21 gram tnblets per 5 gallon contai~er. 5-21 gram tablets ;,er 15 gallon container. 1-21 gram tahlet per each 3 inch or box size. No plont will he accepted if the roothnll is hroken or cracked, either berorc, dt1ring or after the process of installation. Water flns;n shall be formed around each tree and shrub per detail. All plants shall be thoroughly watered into the full depth of each plant hole immediately after :,!anting. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. Prune trees to retain required height and spread. Unless otherwise directed by Landscape Architect, do not cut tree !enders, and remove on'y injured or dead brnnches from nowering trees, if any. Prune trees and shrubs to retain natural character. Remove and replace excessively pruned or misformcd stock resulting from improper pruning. -'--'l-"n'-'-'~·C)'--'-_~S-'-'1'-'Ja.,,k.,c~t-.rees immediately after planting, as indicated. Remove nurery stakes and ties from all container stock. All trees. 24" hox and smaller shall be dm,hle staked ns indicated on drawings. The stakes shal! he driven in plumb ;ind secure. Special care shall he taken that the driving in of the stake docs not damage the tree roots <>r roothall. Tree ties shall be fastened oer detail. 1!91(1 UNtV[tr:~ITY C[NTH l-'Nf sunt 5!1:0 SAN OtfGO CA.urea.NIA ,21:n DR.AWN - APPROVED DAT_!:. ' .. . 96-01 APPROVED FOR PLAN'fING AND IRRIGATION ONLY, INCLUDJNG PRECISE :; J~OCA 1ION OF PLANTING AREAS.· J.7. 3.7 _ 1, 3.7.2, :l. 7 ,4. 3.7.4. I. 3.7.4.2. 3.7.4.3. 3.7.4.4. 3.7.4.5. 3. 7. 'i. 1.7 6. 1_7 7, 3.7.8. RCE HYDROSEEDING lnspcctinn of Conditions: Defore proceeding with any wock, the hyclroseeding landscape contr~ct.or shall carefully check planting area concitions acd shall immecliately in'orm the Landscape Architect of any discrep:incies 'oetwecn the drawings and actuol conditions. No work S:oall be done on any area where there arc such discrepancies or whe,c conditions are unsuitable for successful rlanr material establishment uatil approval has ':>ecn given by the Landscape Architect . Oualitv of Work: The hydroseecling wo-k shall be pcr'ormed by n competently trained individual or hydrosceding compar.y in accord:ince with the best standards and practices rc'.ated to the trade. Soil Pre.-,aration: Water all planting areas thoroughly nr.d continuously for three (3) consecutive days to saturntc '.tpper layers of so:l prior to hydroseeding operation_ /\]low r,lanting area soil surface to dry out for or.e day only prior to the hydrosceding aprlication. Care must be taken to not allow the soil sur!ace to be super saturated with water prior to the hydroseeding insta:Iation at the same time the soil surface should not he hone dry. There should be some resi('ual moisture within the first 1/4 inch of soil surface. fle 0 in the hydroseeding orcration on all areas as specified herein. Hydromulching /\pplica•ion and P'.anting Schedule: The hydromulching shnll be applied in the form of a Slurry consist;ng of organic soil amendments. com11ercial fertilizer, and other chemicals called for. When hydraulically sprayed onto :he soil, t1c mulch shall not form n blotter like maieriol. The srray operation must be so directed tlrn• the slurry spray will also penetrate the soil surface as to drill am' rrix the slurry components into the soil, thus cnsu,1ng maximurr impregnation and coverage. Preparation of Hydroseeding Mixture: The slurry shall be prepared at :he site and its components shall he mixed to supply the rates of application ns per specifications. Eq•Jipmcnt shall be thoroughly clea11ed and i-ree or all seed species that are not specifiec'. Slurry preparation shall begin by add;ng water to the tank when '.he engine is at one-half throttle. vVhcn the water level has reached the height of the agitator shaft and good recircubtion has been estah 1ished. the fcrtil:zcrs sha'I be added to the mixture (the tank shall be at least 1/3 fillec' with water at this time). The engine throttle shall be oren to full speed when the tank is 1/2 filled with water. All organic amendmen'.s, fiber. and chemicals shall hen be added hy the time the tan'.<: is 2-1/J to 3/4 full. At this time the seedmix shall al~o be adced. Spraying shall is full and the commence immediately l • • I s urry 1s m1xco. when the tank Application: The operato/ shall s;,rny the area with a uniform vis,ble coat using the da•k color of the cellulose fiber or organic amendment as a visual guide. The slurry shall he applied in a dow1ward drilling motion via a fan stream nozzle. Time imit: The hydromulching slurry components are not to be ldt in the hydromulch machine for more than two hours. I: s:urry cc:nponcnts are :eft for more than two hours in the machine, the Contractor shall ac!cl 50% more of the origin:iliy specified seeclmix to any slurry mix which has not been applied within the two hours after mixing. The Contractor shall add 75% more of the original seedmix to any slurry mixture which has not been applied eight ho,trs after mixing. Any mixt11re not applied ufter eight hours shall be reJectccl and disposed or off-site at Contractor's expense. Protection: Special care is to be exercised by the Contractor to prevent any of the slurry from being sprayed onto any adjacent r,roperty, etc. Any slurry sprayed on'.o these area~ shal! be c'eaned off at the Contractor's expense. Hvdromulching Schedule: As an added precaution, the hydroseedcd area shall be prcsoaked with water by the irrigation system to n depth of three (3) inches 48 hours prior to the hydro,eeded installotion. "AS BUil T" EXP. DATE REV1EwtD BY: ' J\\ DATE INITIAL INSPECTO.~ DATE E.'-1(;;11',,'EE:R OF 'MJRK REVISIO'-J DESCRIPTION ' ' 3.7.9. Ann'.ica:ion Rates: Cellulose f'ibcr -2,250 lbs/acre 'v!-Bindcr -150 lbs per ccre fertilizer -400 lbs. per acre Terrous sulfate or Iron chelate 2.8 gals/acre 1.7.10. Hvdrosecding Ecuir,n,cnt: The specified componer.ts shall be r,iixed together in a hyc'roseeding machine described as follow.s: 3.7.10.1. The hydromt,Iching equipment shall meet the minimum recuircr-tcnts of a slurry distri:iuti07 line L1rge. enough to prevcn: closing and continuo~r~ nonfluctuating discharge of at !cast 25 psi at t'1c encl of the spray nozzle. The slurry tank shall have a min,mttm caracity of 2000 gallons and shall he mounted on a traveling unit either self-propelled or drawn by a separate c1nit. J.7.10.2. The equirmcnt shall have a huilt-in agitation system under opcrnting capacity sufficient to agitate, suspend and homogcnco~sly m:x a slurry containing not less than 20 kilos (44 lbs.) of organic mulching amendment plus fertilizer chemica: additives and solids for ench 100 gal!ons of water. 3.R. I. 1 R.2. 1.~.3. 1. 9. 1. J.9.1, SODDING NE\V LA \VNS Lay sod within 24 hours from time of stripping. Do not ?iant dormant sod or if ground is frozen. Lav sod to form 1 soFd mnss with tightly fitted joints. 13utt ends and sides or sod strips: do not overlap. Stagger sh'.ls to o'fset joints in adjacent courses. Work from hc1rds to· avoid damngc to subgrnde or sod. Tamp o, roll :igh!ly to ensure contnct with suhgrade. \Vork sane into minor cracks between p'eces of sod: remove excess to avoid smothering of adjacent grass. \Vnter sod thorough:y with o fine spray in,mediately a'tcr ;ilr!n'.ing. PLANTING GROU1','D COVER S0nc~ ~round cover plants as indicated or schedu:ed_ Shrob.s shown in plant crens sha'I be under planted with goundcover shown by adlacent syr.ibot to within :2•· o: main phr.t stem. Di~ holes large enough '.o allow for spreading of roots and backfill with plant:ng soil_ \Vork soil around roots to eliminate air pockets and leave a sligr.t saucer indentation rround plants to hold water. vVater thoroughly nftcr rlanting, taking care not to cover crowns of plants wi:h wcr soils. "lark lv'nlch. Provide not less than following thickness of b:,rk mtilch in ;,!anting areas specified. Provide 3 inch thickness 0f hark mulch. 1 I 0. MfSCELt/\NEOUS LANDSCAPE \VORK 3.1 0_ I. Install wood henders encl edginrs w:iere indicated. Anchor with wood stakes spaced not more than 3 feet o.c., and driven at least I inch below top elevation of header or edging. Use 2 gulva~izec nails per stake to Costen headers and edging. and clinch point of each nail. 3, I I. POST fERTIT.IZATION 3. l I. I At ,0 days after nlantin~. ammocium sulfate shall be applied to laws areas at the rate of 5 lbs. per 1.000 squ;ire feet. 1.1 I 1 Post Fertilization for all areas (!6-6-8) shall occur 60 davs after planting. and prior to the end of the m:iintenonce • period, at a rnte of 6 lbs. per I,000 sq. ft. / slo/T I CITY OF CARLSBAD ~ I PLANNING DEPARTMENT PLANTING SPECl""ICATIONS FOR: I AVIARA 5 I APPROVED //,;{ty f;~-96 ] (( // ASST. PLANNIH'G DIRECTOR D'>'M BY: I PROJECT NO. ORA V.ING NC.! DATE IN 11'1 N___ DATE lNl'rlAL CHKO BY: C.T. 90-09(A) 345-2L I OTHER APPROVAL CITY APPROVAL RVWO BY; i ~"' ~ ~) '-ti ~ cc "' I I ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------1':.:J«:-CMWD 90-507 .1. J 7.1 The M;iinlenancc l'Gri.od he~:ns ,,,, the first d'lY, after all l:indscnpc :ind irrig;ilion work and all other indicated or specified work on t'1is prn,icct is complete, checked, accepted and written approval frnm the Landscape Architect is given tn begin the Maintenance Period. :1. 1 2.2. The Contractor shall continunusly maintnin nil invr,lved areas or the Cnnlracl during the progress or the wnrk :ind during the Maintenance Period until the Finn! Acceptance of the work. , I 2.,. Re•,ular planting m:1inlcnancc operations shall hcgin immediately after C'1Ch plant or lawn is ;,!anted. Plants and l;1wns shall be kept in a healthy, growing condition and in a v1Su:'"llly p!e~sing appearance hy watering, proning, mowing. rolling, trimming, edging. fertilizing, restaking, pest and disease controlling. spraying, weeding, cleaning-up and :1ny other nccessnry operation. 1.1 , .. •\. The maintenance rcriod shall continue until f;nal acceptance. but in no case. less than rollowing period: :,. I 2.4. l. 60 Jays after substantial comnletion of planting. 1.1 '.'.:i. The Contract completion date of the Contract Mainten;ince l'criod will he extended, when in the O;>inion of the Land,cac,e i\rchitcct. improper maintenance nnd/or possible poor or unhealthy cnnd'tion of planted material or uncstahlished non-cclVering lawns are evident at the tcrminc1tion of the scheduled Maintenance Period. The Contractor shall be resronsible for additional maintenance of the work nt no change in Contract price until all of the work is completed and acceptnhle_ ]. J 2.(,_ The C0ntrnctor shal! he responsible for maint:irnrng .idequate rrotection of the areas. Damaged areas shall he :e:1aireJ immedi,1tely at the Contraelor's expense. c.12.7. Maintain trees shr_uhs and other plants by pruning, c!iltivating, and weeding as required for healthy growth. Restore planting water hasins. Tighten and repair stake and guy supports and reset trees and shrubs 10 proper grades or vertical position as required. Spray as required to keep trees and slirubs free of insects and disease. 1 1 2.K. Maintain lawns for not less than the period stated hclow, and longer as required to establish nn acceptable lawn. 1. I 2.9. Maintain lawns hy watering, fertili,.ing, weeding, mowing, trimi,1ing, and other operations such .is rolling, regrading and replanting as required to estahlish a smooth, acceptable Liwn, l"rce of eroded or bare areas. 1. 11. CLEi\NUP /\NO PROTECTION ,l.,_D I 011rin~ landscape work, keep pavements clean and work area in nn orderly condition. J~Ll. 2. Prntctl lnndscape work and materials from damage dt1e to l:11Hlscapc: operations, orer:itions hy orher c0ntrnctors and trades, and tresp;'l'-Si.:r::;. M;1int:-iin protec~ion during installation ."lnd rnaintc:nancc pcrioCs. Trc,1t. repair-, or replace damaged landsc:are work as directed. :L._14. SlTEOflSERVi\TIO'lVlSJTS· ancl the City Inspector. 1 .. 14 I. Site nhscrvatinn vis Is herein s .e ified shall be made by the Landscare Architect. The Contrcctor shall request site oh~crvation in •18 hours advance or the time ohscrvation 1s rc(;i1ircd. . 1. 14.2. Site ohse0 vatior will he required for the following parts of the work: 1.14.2.1. 1_1,121 "\ . I ,t .'' . :1 . .1. I 4.2.4. 114.'.'.7. lrcorporc1tion of soil concli:ioner and fertilize, into the soi I. Upon cornplclinn of finish grading prior lo pbnti~~- i\pproval nf pl;rn! rn:1teri:1ls. \Vhen trees aPd shrubs '1re spotted in place for pl:,nting, but 1,eforc pla1Hing holes are excavated. When plantirg, and all other indicated or specified work, except the Maintenance Period, has been comrlctcd. Accept,rnce ancl written approval shall establish beginning of the \.laintenancc Period. Finni site ohse-rv:i.tion visit at the completion nf the \.l:iintcnancc Period. This site observation visit shall establish the beginning date for the warranty period of pLint m.itcrial. Upon comrktion of the warranty period. ~·1~· ~I•~!~· 1~·~~"'~c.J;:,s:_pta nee: Cpnn completion of the final site ohscrvatinn visit and the work of Isis section. the Contractor will he nnti'.icd in writing ( 1) whether the work 's :icceplahle; (1) of nny reciuiremenls necessary for completion and accept;"tr1cc. l 1-1.-1. This Contractor o,· his authorized rc_nresentative shall he on the site at the time or c.ich site observation visit hy the Landsc,ipc i\rchitcct. NOTES: I. 2. 3. NO PLANT MATER!i\LWITH A MA TU.RI; HEIGHT OF.GREATER THAl'j 30" SHALL BE PLANTED WITHIN THE SIGHT l)JSTANCC:; AREAS'A'l' .STRl!ET CORNl,RS. WITHIN THE TRIANGULAR ZONE DRAWN FROM (2) POINTS 25' OUTW /\RD FROM THE BEG[NNING OF (:O\lVES AND END OF CURVES. LOCATE STREET TREES: A A MINIMUM OF 3' OUTSIDE THE PUBLIC RIGHT OF WAY, B A MTNTMUM.ciF 5' FROM PAVlNG. C _ A MINIMUM OF 7' FROM ANY SEWER LINE. D. NOT lN CONFLICT WITH PUBLIC UTlLITfES. E. NOT BE ALLO\\!ED ON STREET CORNERS WITHIN A TRIANGULAR ZONE DRAWN FROM TWO POINTS, 25' FROM THE BEGINNING OF CURVES AND END OF CURVES OR WITHIN SIGHT LINES. PLi\NT STREET TREES'3' OUTSIDE RIGHT-OF-WAY. Q,Cc[i:;j~80:c:ccm t'\li'lsQ;.J@U . DR.AWN APPROVED JOB.NO, 96-0l APPROVED FOR PLAN'fING AND IRRIGATION ONLY, INCLUD,ING PRECISE·', ' . .. , ' ' L.OCA TION OF PLANTING . OIi 1sa~t1lkm,~1;~1~- RCE RE\.1EW1::D l~j-] .\l,l;l'I·: l'\J\t•ff1 NC I•: . I-1 1 I E3-l.2 ' E.3-1.2.1 I ",]npl·~ 1\·qu11·in~ !..'!·: 1~1nn 1.701,t 'l•l 1,1;::;1.sun:s ,h !'.JWcif1..:J h<:r \.'I 1 ~h,11 1 h..: t rt.',1\,•J wilh !IW ()] 111111\' ()I th,: IDlk\1,'II\~ 11l.idi11)-! ~t;111d:,J",b, ("11vn ,,1,ip :-.·1,dl lw ,1 .,,·,·,I 111ix tvpic,illy 1n u.l, 11:1111 ',:111d.: )!l'l"tn111.1\i11g ;1,1d r":r,l l·,_,\\Ti111! t/;1,;--:t;,. duvt..:r.,, ;,m!,:1ir \\'lid lloM"i"S, Suh:~1il lhl: ~!lt:t.:if'iLl Sl'.l'd tnix ,·or Cily ;q1proval prior to ;1pJ;liG1tiun. The i.:ovtf crop sl:all he ,1:ipli,·d :1l 11 r:ill: :1111.i 111;1111\1.:r :-:uffit:1<:11( lo prnv1d,· ()()'){, (,:t1vuag..: will1111 thirtv ,JO) ,.\iy~. Tv\11,'. oijuti:: rno::sh sh;:!I !"Jc <1~ ,ippr()vi:d h~• th; c;'.\' ;1·1U :-;t;,.kd tu tlk '\loptt ;1s r,·Lo1111nt'.r~Llt'.d !)y tlw m;11'.ul;1t'lun_,,._ 111\l" 1nl"sh sh,,ll ht• rL·qu11·ul l\'hL·11 p ,111\111,101_'(1_:rs ·:,dwl·(·n ,\t1gu:-.t 1:-i ,1nd, .. \1)1'il l :"i I Jun:"![.! the rc1-n:undi:r nf tlw Y\'<1r. lhi.: C!!\'\'r !'!'<111 <111\.llur 'll!<' _r-nt.~h may ':e \1.~ed b. SunJ,rd #2 -CROU,D COVcTT One hundted (100%) percent of lhe area s1all be planted with a grou1d cover know:1 to have· excellent soil binding characteristi;:s-(pbnt(:'d from a minimum :size of lla'.ted materi.::il and ~pated to prcvide full cover111,.le: withir one ytar,1 t. Sundard #3 -LOW SHIWUS Low sweadingwoody s.hriJ2s,(plunted from ZI minrmum of 2 311. in1;h ine~s) s.tall rnver a m:nin1u1n of seventy (70%) percent o! the slo'."lt: lac:1:: (at ma~u:e size). d. Sundard #4 -TREES AN:J/OR LARGE SHRURS Trees and/or large.: .:i-lm.:bs shall be (planted from~ minlmur-1. or l gullon coilt.ainersl .at il minimum r,ite of one (.I) pbnt per two hu1',dreJ (200) s.auare feet. AREAS OF APPLICATI0'-1 (PL,\/\TINGi SLOPES --6: l or 5teeper and: a_ 3 fut or less in vertical height and are a::'.jac:er.t to public wa:ks Or' streets require at minimLI:"'. Stand;:rd #l (cover <::ror: and jule.d). b. 4 (eet to 8 feet in 1.•ertical height require St.andard.~ #1, #2 and it] c. In excess of 8 f~et irrverlic.al height require Standards #1, #2, #3 and tM E.3-1.2-2 SPECtAL CONDITIONS LJ-1.2-2.: A~ea.s; gr:1ded tbtter than fr] require Standard If l · (ctiver crop)' when they h.'.1•1e 0:1e '.lr more o( the following cond:tions: 2 Shee~ graded pads not scheduled for improvements within 6 months of completion of rough gradlng-- b. A poter.tial erosion problem JS deterr.:ined by the City. c, ldentitii;!d by ~'.'le City as highly visible are~ to th'e -public or have special condi:ions that warran: immediate ~realrnent. E.3T 1.2.2.2 Areas to be hydroseeCed sha'.l first be disked or, rototil:ed.to provide a friable, loose seed Jed. E.3-1.3 l-'\1J10$ElmtNC ~.3-l.3.1 J-!,'f.]!'Os.eeding in lieu o(StzmJarJ 1/2 mi.ly be al!ow..:<l if .1ppro~d by lhi.: City wnJ under the fo'1lowing condi:ions. I a. Native plants are n:qui~ed to be planted n.s a condition.of ap;3roval of the 1~roject ~Y t!1e City ·or other [)residing agenCy ·and :he require<f species ;ire commerc!ally ~navailable in cont.aine!" or flatted stock. b. The slope is demonstratcG to the s~tisfaction 'of the City to be too rocky for ~and planting. E :;. I.:\.'? Tl It· I i)'di"r,~n.:J 1111x -.h;il ! Lull~i$[ ui' ;.i v;indy vf lvng I iv,.:d plc11 \( 1\ \,tlL ,.1,1I.~ 1A!1lli r,"Kil j)"$l~ms ()( v,1ryir',J dept:·:. FJ-1.4 i!OCl(Y SLOi'BS Plantmg need not be provided for cut slopes that are deemed by the City Er.gineer to bt roc::ky in ch<.1r<1ch:r and ;1ot sub_iec::t to damage by ero!!-ion. Thi:-. .ilso ir.duJe.s 11ny slore-" protected aga.inst erosion damage by other rndho<ls. Other methods can he used if t:1ey have been speci~ec.lly recommended by il soils engineer, eng:neering geologist. o:--eQu!valent aut:1ority anci fou:-id to offer eto~ion r.rotectio:1 equal to t~at prov:.deJ by the plan'..ing specified in this section :mci they are Jp;:roved by the City l':ngineer C:.3-2.1 Al11cAS OF APPLICATION (IRntCATION) Al' areas requiring planting under Section E_3-l ,;ha!! be i"'rigate:d with a permanent autcm.iticttlly controlled irri11.itlor, :;y~Tt;>rn covi::rini:;: 100% of.the p!an:e-J m~a ,md in conformance with the following requiremerl~. :..J-2.2 SLO!'!c Ilm:C,\TtON STANtJAHtJS 1~.3-2.2-1 \Vi1\er ::.ervice (point of connection) inst«llation, ternrorarv or rerl11<'1nen'., shall be in pl<ice to co1rcide w1tr 1)Janting timing .specifed in s.ecl1on ,!S.J-1. "AS BUil T" EXP, DATE BY: 11\ ,\_1.J _.\_:-1.1 A.1-1J i\.1-1/\ Al-2 ,\.1-J A'--' li~Vi00 1!+iH•WI-- SLOl'E !{l!Vl·!Cl·!T,\'.'tOo I Et!OS!ON covmot. CONSTllllCTtON SCl·IF.!lUl.!i Prior t<1 start of gradini:!. the nn:,Iicant or ::1rrllcant's a.gen'. sh:1!1 (Jhl.i:in Citv annrO"J;\: of ,1 construc:iun sd:eLiule ,u1c1'<ir exhibit oL:\linin(; the timing o( :he slone nl<i'ltint :1nJ irn,~;1t1,,,r1_ IrrigJtion Jnd plr.ntini:! sh::11! take r:.ice a.,; gra.ding prog:---esse.s. The scheJule sh:ill sh1)w timing o( construction of free-~t.anding, ret1inins:; and crib wa!b irnm~di;1tely cdter ro;.1gh grading at each bc:ation is tK.hieved tHRtCATt()N lnstz1'bti(")n ({ 1rrig:1'.inn .is s)-,_ov:n or: the «rrroveJ rbns sb!I rnmm(.''lCI:' \•,1ithin HJ d.1~•'.\ nf lht: timt when ez1ch s.lcre is kollght l() ~r•!~k ;1;,; :,;;how:1 on tl'e .1pnroveJ gr,1d111~! pl;111s; Plantinµ: <.ind irri~cltion for the ll."l:'2.<s ::'.e,:;c;,..i:-:,etJ a1Jove un<ler A.l-2 shal! he (omp]et(:ly inst;1lled. dS :.how:I on '.~le approwd pl<1ns, wit'1in :IU dc1y'.\ :1fter \'"it' irrig<1tion 1nslalb.t10:1 first rnmmtnces. Ll-Tt'l-!H OF (:1-;lffJFICATION ltNSTALIAflilN) Th..: 1:.c.:l:'n;-;fd d~sigm.:r 0f recor-:.'. for all '.he r,n,)ject$ requiring 1;,nCs.carie ]')l:11~s sf".all subr··1t ,1 kt:~·r \0{'1!'. C,ty st,1t nl4 th;1t the: Wl!iec.:t h;Ls; h~~n installi:d 111 :iubst.:1rti<.1I con(<;rmann.-: with thr a;1rroveL'. pbns ~\J'id 'spec-·lic,:·itions: ;.:_ Prior' to gr:i:~t:n~ ;1 Pnmit o'. Occupcmcy on private (.kvt::lopmtn\;,;, or h. Prior to <1pproo,,•al of City Or\.V{Jtk Jone on nuhlic rroperty that will be m,1intJinc-J by City forces and ]')rior to the requireJ m;:~intenance period as described :n Section B.J. J, B. l COND:TIO'! (Jl' '. ..1\1\'I )SC,\!YS ll 1 · 1 Rl-'? ' l 1 J 8.1-4 Clll,TlVAT:ON ,\:-,JI) \V,\Tl~IHNC All rbnted uea:; sh.'.1:11 he ,;1.lntained 1n a relatively weed-free cont.i:li(m ;;ind de.:ir of um!ergrowth ,,hich mcJy C..l1..:Se undue fire h;::1..nrd.s. f>lantin~s must he fertilized anJ w<1ttreJ Jt such intel"\.-·;ils as .:i~e ne(es~ry :o promote optimum growth. : ... 1ndsc;1rr irri~;_\tion ~h;1!l he .:1prlieU i.1l ;1 r;ttt.: Mt excttJing th<.'. 111filtr;ili1m r<1ll' o( the: ~oil (:ninimizin~ ero:-;inn <tr.U wat(~r w;iMd hut :-;t1(:icii.'ntlv tn ;tllo•,,, (\)r h:;.i!thy pl;.int ~rnwlh. . HEPLA!iTtNC ,'\II t.ree:s. :--.hn..ihs. ground covers, ,md other pbnt materiJ.l which h.ive hf.en r,hinteJ .an\.'. whi,;,:'l, liL:e :c-JcciJent, CamJ.J;!:e. Gise.:1Se, or other cause, foil to s':1ow a he;\lthy ,gn)\,\.lh. shall be replaced. Repl::tcer.1en'. rbr~ls; shall i.:onform tu al: stan<l,m\s thJt ~(M':rrl (hit'. onJin;;! p:<'ln\i'lg in.stilla'.inn. '-----------------------------··-····---- CHANCES TO Hie N'f'IWVEI) LA/iDSCAl'E Projects th,il r1;"q~1ir~U approvet.11,mJs~,pc plsim rnust maint.Jin the !J1Jsc.ape in a rnannn 1n :-;ubsUmti:_ll ..:ur;f;irman1;e wi'.h !he .;1p;-'rt.1Ved lanc.sc<1pe pli!n. Any chJ.ngts to the <1rr,toved land:ac;,ipes a.rter insL:J.lbt.ion must ht: <i~nrovi.< hy the City m J.dvance. IU IANIJSCAl't-: i':l·::)IA:,JS ,\NI) OTI trn i\l!t-:AS TO Ille MAINrnlNEI) llY C'TY FOHCl-:S )).3-1 MAINTE,ANCE PERIOD 1!.3-1.1 The meJi,1ns shii:11 he rrnint~ined by the-Jevtloper (responsible for their con.stn.H.:tionl for <1-p,:>rio<l of 90 d<-1ys, or until plsmt.5 deemed e.st.1hlisheci and the irrigation is 0peratin~ properly to the satisfaction o( the Parks and Hec!'eation D·rector, whi::hever r,eriod is longer. R.3-l.2 A maintenance schedule showi1g proposed Gctivltles a.nC frequencies shall be 5ubmittet.1 to the City l°cJr a;,pmi..•,11 .1t the tim~ oi aci.:er:ance of the meJi<.111 bnJ!-;G\pe rnn~lrudion, ;;,.nd ;;r'or to comr-iencen1ent of the bndsc,1pe rn.iinten;m:;e nerin<.l. B.3-1.3 At the ti:'rie of 'Ina.I a.c:cept;mct, the City s'·1all he g1•.1tn all c:ont,.oller enclosure keys, quick coupler kEys, oper«tion munuals, c.nd other 1tems eull'ld o:..1t in the ~]"lr,"0ved plans anci spedic:atio:1s and necessary to r1;1intain t~1e lant.:scane. BA FIRE SUPPFCSSION MANACEMCN"'." AREAS Are:ts of dev1:lopn1ents th:tt were ,'lr,r,roveJ under the req;.1iremmt:-; of ;-;1::c!ion I I C ~ind IV I·' of \!,is manml s\lall he rrnir.t:iin..:J by the responsihl~ priv:ilt.:: p~1rty in ccnfwrn{11Ke 1\·i: h the ,1n:,mv..:d l·'iri.:-S~1pprl·~s1on l'l:11-1 .. !'l;,nh ~h;ill hi.• kl'J}( pn1ni:cl to t1w voh11nt· l'l'(]Uir4/llll'fll~ ~i.•t forth 1n Si:t·!io11 V Ell 1,rn1w=e-,1:t•1@1•t11' · C. I 1.r:nrn OF CUIT1Fl:::,n10N (111!1.F;\"I·: OF BONDS! C.2 D.2 Pri<ir to release o( bonds. '..he lice:1sed 1Je.'si~ner nf record en the project shall ~uhmit a kiter to the Cit-y Er1ginr.f.r certii"ying th,1t J~c or she hJ.S inspec:teJ the wor'.; ar.d that the proje<.:t cofT".pli~s with the followin~ rnn<li!i(,ns: a. Has been maintained in substantial confor!"nance to the apr,mved p!ans . h. !s ~rnw!nf in a ~1esilthy ;mJ thrivini:! condition. r. ,\I! rl.1ntings required L:nJer Seel inn IV.E o{ this manu;,! have bN:n t:;,;t,:1hlishi:~' <ts ;,n dki.::t1ve su'"LKt: i::nJsion c,:nn\ml. J_ 1'11tTt i;,; no evidence u: ~:1:i.:i.:ss1v~ runoff fron1 t '.·1e irrif,!,1tio;1 .sy:-.\em c.Jus:ng ;1 .soil erosion projJc•:1_ Prior to n'lea:s;e of hnnds, as-hu:lt l,1nd:--care rlans for the honded wnrk shall he SL:hn\i' lrd l() ;1;1J ;1pprowd hv thl• City. As-built rkn.s for <.treas '..0 bt e•;entu:dly maint,1ineJ by City forces sh:ill ½e ;:irrro~'ed by the !\1d,;_~ anJ He,:rea(ion Direc'.or, ,\..~-htiilts for all projecL'i (bonJeJ an.J n()n-bvr.ded, rub I ic and r,ri\.-•atel <.tre required to he su.':mitkd. S.1brnittal or <Ls;,hu:11 pbn$ sh;ill he as required by the 1-:ngine(:'ring ;ind 1i1.:tr.nini--; l)t'.p:ir!rneT'1ts Fin;il ;is-built ~Jans shall ".lt JrafteJ dearly to the "-<1ti;-;fac'.1on of the City, and the origir.il myi,irs shall b~ subrnitled [(\ thr City for thrir keepir,~_ : urJ 8 CITY OF CARLSBAD 51-IEETS I : 43 ii PLA\I\JING DEPARTMENT I PLANTING SPECIFICATIONS FOR: ' i I AVIARA s i ' I i I .. · AP"ROYEO ~ ~-(,-7.6 I I I ASST, PLAf\ DIRECTOR --' ( 0A TE: ' I PFl00ECT NO. DRA\\l'iG NO. i- % (\ -<. "" ~ lo " ~ 8910 llNIV[ll~ITY (:p,1H-. U,l'J( '§UtH 'il!IO SAN 01(GO CALlfOIP.!IA 9lll1 DATE. -~, c::, DATE !Nill AL 11 DATE INIIJA.L DA TE INl7AL -RE\/1S!ON DESCRIPTION CYKD BY: C.T. 90-09(A) 345-2L i ENGINEER OF \\ORK stA-1...E-_ -~-' _______________________________________________________________ ,_._,_._,_._.,_,_._._._,_._. _______________________________________________________________________________________________________________________________________________ ~-----~J ~ :~ CMWD 90-507 IOWN BY: AREAS. -INSPECTOR DATE OTHER APPROVAL CITY APPROVAL RV'MJ BY· . ' -••-••-••-u....._.. --··-· HUMMfNGBIRD1 . I ',', :~ :z.:z~"-,)~-"'~ ,~~ "'\ ,...... ....... ~ ' ' -- r·---------~----·7 \ r~---~ J1 \I J UNIT 23 llNlT 22 ,...,,,~... PAD= 124 7 r··---· PAD ~ 124.7 I ---------·-t_. -·-' ~ #)\',\. :r-_,, L __ ·: , . .. -,.,-·, -~,,.....---+'<'c"' \' -::::="<--;:,";/:'.::c...,.~-<__,_,_"-:.__;,\__;J'::-,_"~:::,"'_~;:__-1$.f_.5"-1 PVT DR. "C" -_,_ -I ' ' I I ~" .... / '-------1 -..... ~'S=l"'-J ·------_,1p --------~ EXJSTINC, JACARANDAS TO REMAIN (TVP) -- \ \+; • \ \ I ' 1 .... -···--- i \ I ~ \ I \ i \ .......... ~,,..........,--~\ \ ' ' f I "... I ---·-----.J.;,>--- C C: ~---.... -•· ..----.. ~I > 22 0 A:: ' r.r.l / c_:;I -< z/ <t E-< I C J--------------_______ ROBIN PLACE "I ----·. I I ' \ I ) \ -·--- , ' ' --j-___ _ 1 1 FOR PLANTING SPECIFICATIONS, SEE SHEETS 16, 17 & 18 FOR PLANTING DETAILS, SEE SHEET 28 FOR PLANTING LEGEND, SEE SHEET 28 I I I 0 , 0 20 -- ~--EXISTING PLANTING TO REMAIN. ANY PLANTING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED. NO EXISTNG TREES SHALL BE REMOVED I I I NO TREES IN G.U.E .. G.U.E. IS SHOWN ON GRADING PLANS, DWG #345-3. l.AN,ANA MONT!i\!IDEIVS/S (TYP.) SEE LEGl--'ND SHEET 28 ~~-,------DRA Wi'J·, ·-····-··-· ··--·-·-·---A? P' RQ V ~ O JOB NO. OATc 6 c'.2i w ©%@0) [r1~ A II@ ij ,: \? [ r; 'i i,J:,; ~ 89i0 UNIVERSITY C~~HR LANE SlllTE 580 SAN bni:,o CALIFORNIA 91111 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" RCE ___ EXP DATE REVIEWED BY: INSPECTOR DATE 1 t,'f>l.A~!D~t:.At;t,4 REQQ<.l!!J(S i,.r,r&,,,t,{,,,,,N UM~---/------J..JL:L...J...'...l..~---1 ~ CITY o __ F, CARLS BAD ~ ~--PLAN,1::J_ING ~EPARTMENT ~ ~ PLANTING PLAN FOR I t----------t---t---·------------+-c--_----+-+-_----++--_-_--t-------1......... AV l ARA 5 LL. ,1 " 0 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVA, APPROVED DWN BY: __ _ CHKD BY:~-- RVWD SY: C.T. 90-09(A) PROJECT NO. DRAWING NO. CT. 90-09(Al 345-2L CMWD 90-507 7 I ---)-- I I I <;\ G \\~ _.......... 0~ ~ ~"£ :;::..---- \ \., \ ;..;.---~ ~ ~ ----- ; ----.,.--- '. , ...------n _,,....... EXISTING JACARANDAS TO REMAIN. (TYP.l _.,,,.,.. , _.,,,.,..-_.,,,.,..- ----- BA TIQUITOS DRIVE , _.,,,.,..- ~ _.,,,.,..- \ \ \ ,- \ j \ UNIT 26 PAD~ 126.5 \ \ :I I \-fZPlw,~-.;;r--- __ ,..,,...,.----· FIRE PROTECTION ZONE B-3 (MEASURED 20' HORIZCNTAI.Lv OUTWARD FROM EDGE OF S:CTION B-2) -CLEAR HIGHLY FLAMMABLE SPECIES -MAINTAIN EXISTING PLANTS IN RAN)OM GROUPINGS NOT EXCEEDING 650 SQUARE FcET . -REMAINING NATI\/: PLANT COVERAGE OF 40%.TO 60% C \ --" . -- ·-..... _____ . - \ \ \ \ ~ FOR PLANTING SPECIFICATIONS, SEE SHEETS 16, 17 & 18 FOR PLANTING DETAILS, SEE SHEET 28 FOR PL.ANTING LEGEND, SEE SHEET 28 0 1 0 20 50 FIRE PROTECTION ZONE B-1 (FROM EDGF OF STR;_JCTURE TO PROPFRTY LINE) -NO DENSE OR TA~L PLANTINGS -LIMIT PLANTil\JGS AGAINST THE STRUCTURE -AVOID HIGHLY FLAMMA31-E SHRUBS -THIN DEAD BRANCHES AND FOLIAGE "\YATER TO MAINTAIN PLANT 'v1O1STURE -AJHE~_E TO SETBACKS AND ARCHITECTLRAL MODIFICATIONS- FIRE PROTECTION ZONE B-2 (MEASURED 20' HORIZOI\JTALLY OUTWARD FROM EDGE OF SECTION B-l) - "CLEAR HIGH AND MODERATELY FLAMrv'ABLE SPECIES -MAINTAIN EXISTING PLANTS IN RAN DCM GROUPINGS NOT . EXCEEDIC<JG 400 SQUARE FEET . AVIARA 5 ~ ~ ~ j ~ )] ,m ® D ~ I [( ~ . ' 8910 UNl\'Elt:S.l'l'Y CrNHR LANE Su1n: 'i80 SAN Dlf.GO CALIFORNIA 9:l! • V • REMAINING NATIVE PLAr\T COVERAGE OF 30% APPROVED FOR PLANTING! AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BL) IL T II DATE SCALE. INSPECTOR DATE 1----+----+------------+---+-----1--1----------1~ L._c_r_T_Y_,P---=LAc...,:oN=~=1N=G"----c=o~c.._;P;=RL..:-_TM=~N=~-A___J ~ ENGINEER OF WOR PLANTING PLAN FOR AVIARA 5 C.T. 90-09(A) PROJECT NO. C.T. 90-09(A) J DRAWING ND 345-2L CMWD 90-507 @ a (\J EXISTING JACARAN0ASTO REMAIN (TYP ) b-x,C-X-: ~:::::ci~• \ L~~·--=t't UNIT 52 PAD"' 127.2 _____.,....---, . 7 UN\T SI PAO~ 128.0 ----\_.., - LINE) ·. -NO DENSE OR TALL PLANTINGS -LIMIT PLANTINGS AGAINST THE STRUCTURE -AVOID HIGHLY FLAMMABLE SHRUBS -THIN DEAD BRANCHES AND FOLIAGE -WATtRTO MAINTAIN PLANT MOISTURE -ADHERE TO SETBAC SAND ARCHITECTURAL MODIFICATIONS \ \ \ \ \ '\' ,-'c . ' \. •'' . C PVT DR. "K" \ AVIARA5 ! ' C•. u,;.,,.,., . ··-::.;;.::--·;...;,,.,~,., .... ,,.. .. 8910 UNIVliCSITV CENTfR LANI Surn: 580 SAN Dl[(jO CAI.IFOR:NIA 92 I 'l7. FAX 619•558•9188 PVT DR. "L" \..._ FIRE PROTECTION ZONE B-3 (MEASURED 20' HORIZONTALLY OUTWARD FROM EDGE OF SECTION B-2) · CLEAR HIGHLY FLAMMABLE SPECIES -MAINTAIN EXISTING PLANTS IN RANDOM GROUPINGS NOT EXCEEDING 650 SQUARE FEET -REMAINING NATIVE PLANT COVERAGE OF 40% TO 60% L:NIT 44 "'?AD= 129 9 -=,---~-~·----r;--·· JOG No, . %-01 APPROVED FOR PLANTINC} AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BUILT" RCE ____ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBA --1----+-----1-------------~ ·--+----+--+-----t---i ~ PLANNll'jG JEPARTMENT 1-----+----l---------------+---t----t-------t-. FOR PLANTING SPECI ATIONS, SEE SHEETS 16, 17 & 18 'FOR PLANTING DETAILS, SEE SHEET 28 . FOR PLANTING LEGEND, SEE SHEET 28 ~ I ~ ., 0 10 20 5( ,,1-----f---+----------------t---t---,---r--. DATE INITIA ENGINEER OF WOA REVISION DESCRIPTION PLANTING PLAN FOR AVIARA 5 'C. T. 90-09(A) CMWD 90-507 J -OJ I I I -·-~ -------__ _J .) 0 ?l ... ... '-------+---1--------7 3: • r-- ('1 . { en en • ( r··· .. ) I ) j ·-·-··--·--··· \ > -~ > J \ -~-" I 23. s \ 3 '12,,t { •. ·--<12 ) -...... .. -........... \ v' (- /1_ -,~-----1., // \ -, I ~} \ / ! ~ --·-----\/ --1 ~ ) ---• .Q:l z -------- I I I I I '\ I I \ \ I I I I \ I \ \ I I I' I I I I I \ \ I \ I I \ \ I I •• I I I I I [ //\ ,,S'"---~,,,,/ \ ;: ,,/> ,/ / // ·'/ \ ~/// ~ \\ I I 1b 7 ~f .. Pf'2.0PO~O '7 GAL £:!'.)tJC?tAlt.J\JILL't',A 10A!J D'.E80 i<.E=D' I u MATCH LINE -SEE SHEET 23 7005/ PF 17512 / / ", "' \ I a ,I;!<, \ \ FOR PLANTING SPECIFICATIONS, SEE SHEETS 16, 17 & 18 FOR PLANTING DETAILS, SEE SHEET 28 FOR PLANTING LEGEND, SEE SHEET 28 BENCH MARK DESCRIPTION OC-0179 OlSC ENO OF CA-CH BASIN LOCATION: ................ SET IN WEST ENO OF sou-H HEADWALL OF 24' R C. P. 4 M=LES EAST OF INTERSECTION OF LA COSTA AVENUE AND SAXONY ROAD RECciRD FROM: 20UNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS ~EPORT SV0106-01. 1~/'.5/85 ELEVATION: 13.87 FEET DATU~ M.S.L '· ,. ii If If 24 . ,• ROLL SLCPE TO 4: l MAX p AVIARA5 E B-1 (FROM EDGE OF STRUCTURE TO PROPERTY - 10 DENSE OR TALL P NGS • LI PLANTINGS AGAINST T -5+Rl!.CIU[,f_ __ ~ -AVOI IGHLY FLAMMABLE SHRUBS -THIN DEA . ANCHES AND FOLIAGE . · -WATER TO MA IN PLANT MOISTURE -ADHERE TO SETBA.~"~-,ND ARCHITECTURAL MODIFICATIONS . .,,--~ .. ' NIT 71 = 79.0 "'fl ---7 . t"---1 /""--,,,-J -· .. ,•/ f.l.l , '------"""Al'f~ : I ' I ---· ----/ -~--~ J I_ / 8910 UNIVElt'SITV CENTI.R LANE SUIH. ~80 ~~ SAN DIEGO CAI HOR NIA 911 ll -.... I 611)-555-5977 ~ l fAX 019•'58•9 ... < v ~ ,----~'---------------, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. --ll----t--~--_-_----=~ ( , ~ ~t DRAW~ "AS BU IL T" 0 ''5 ;'),:~\, 20 40 ----60 . Arr.ROVtD RCE ___ EXP. ----DATE JOB NO. 96-01 REVIEWED SY: QATt 5<'.ALt INSPECTOR DATE 1---+---+-------------t--t--,-,--, PLANTING PLAN FOR DA TE INITIAL DATE INITIAL D"-TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL A VIARA AREA 5 C. T. 90-09( A) PROJECT NO. DRAWING NO. 'C.T. 90-09(A) 345-2L CMWD 90-507 \ 1 j r---) I r---·-·-·-' I i------------- I I I 7008/ PF 17512 __________ / rr;------·1 I \ I \ I r----~\) I -----·· ✓- PVT. ST. I I I CNI I ~ 1~~11 I --N f 12~7"E 127 9 - ·-f I I 7 I I I I I ci "'\ \ \ \ \ \ I UNIT 115 t-'i'ffi = 69.1 ~~ ~-:~ --------4--~~-l s L, ___ -----"-'-II UNIT 116 PAO= 68.9 • 7 I I 1~ /i I~ IZ L"NIT 104 UNIT 105 PAD= 65.7 k_____g~~-I 5: I I l !7 --\ l ,_,.\ ----\ . I \ I 117 69.3 I ~"' I ' ' I _.::,,.i_ \ \ \ \ I N B8'55'37"W 1120 98' 1 UNIT 111 PAO= 63.1 -. I I I \ I i l \ . ---, ---I -.. -. FOR PLANTING SPECIFICATIONS, SEE SHEETS 16, 17 & 18 FOR PLANTING DETAILS, SEE SHEET 28 FOR PLANTING LEGEND, SEE SHEET 28 BENCH MARK • DESCRIPT !Of..· OC-0179 ors: END OF :ATCH BASIN LOCATION: SET IN ~EST END OF S8UTH HEADWALL OF 24'' RC P 4 ~ILES EAST OF INTE~SECTION O• LA COSTA AVENUE ANO SAXCNY ROAD RECORD FROf.': COUNTv CF SAN DIEGO JEPARTMENT OF PUBLI: WORKS REP□R-5V0106-01. 10/15/85 ELEV.4TION: 13.87 FEET DATUM M.5.L • -T- I ------- 1-17-'17 DATE ' I::," i~ E1 _ 1 ,., I I I I I I . . - r , , •·• r:;,.l~c-,; _:\-' .. --- Ml'\ INITIAL -· .. ~,f~)/;~6-1:..,.""~;;-~~--' . ------ ' I i I r',-''!2l(;'lo ! i A,, 1 /--~J:·f :: r I -- ~ ... --- ! ---' I :t \ ' __ , \ I / './>. i I ' /,-/., / ' l· /<+·' , "r" -, --·ti--) _/ ' ----~ / I: (i-)/f/,t-_, \, ' ' I I -il-o / I I I ! ' I J ( )--,. \~: .. -\g:f'/ J -1 " \ \ ,: .,- " . \\ /~""~ ~ \ \ __ , \"' ' \ I . " 1i \--~ \;\~ ,\:', __ , t; ',r,.•~ ,. '.\\ '\ -\·, : :· ~, \'%:,, " ·, ' .,,~'\ ' "·,:::-~~--~ ·,' :'·• " ----··-··· JRAWN APPROVED /O_!l __ ND, DATE ~~ A ~E. ' ' 11\ Rt'-1/. ftiJC£ l.-1 klf-"'!J 4, ADO:E-P TUN' 7-17-97 1'•!'f'J' I Lb DATE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I ' I ' I i ' ' - ··-·-···, ---,. ' ---, ·--··· - 96-01 ~ 3 ·-...__ \ ' 20 [ I I I . l _, 40 60 2~---~J !:, ® [ ~ I@ ~ I ioommP I~[, I ~ ::, ' . ' . ·0-" -::::,,--. . ' ' ~ ~!~R@§(s~l?il I ~IB;r£lFi][llf:l(£1fQ!:1lfs1l j 8910 UNJVEKSITY CENTER lANE SUIT~ 580 SAN DIEGO CALIFORNIA 9i•zz APPROVED FOR PLANTING AND IRRIGATIO'.\J ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" RCE EXP, DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ~ Pl.ANNING JEPARTMENT 3 PLANTING PLAN FOR AVIARA AREA 5 C.T. 90-09(A) ,......, ~ APPROVED i<f(J}! J;-£,-ft, ASST. PLANl"\lfMh n1r;,~rrnn DATE DWN BY: PROJECT NO. DRAWING NO, CHKD BY: C.T. 90-09(A) 345-2L RVWO BY: CMWD 90-507 ~ ~ i .,, -:·,' \ ~ ~ ~ C ~ ,- \ \ \ ---- 700;/ PF 17512 ------- ( --/I' -8----~7'. / ·, /,../ 80 // '.>·, _,...___,I /!'><>-"/// ·•,,. __ . / ✓ /' UNIT 89 PAD= 77.3 / I. /. /1\"' ' I \ • // /// UNIT 124 PAO= 773 / . , I /' , ' I _,, <:~~~}[j / / // -~6~: .,.,· '-'1"1111,"---., '-)f ----'!Ai'JM/ ~;;1' // / ., ,,· / . __.,..,.___ . , / . ·-~~",. . ...... ,, ~'-....._ __ UNIT 127 ✓58 - . "'-/ ~- \ I B\'T. DR. "RR" ' --- ◊ <> .. / / 0 ◊ \ UNIT PAD~ ··-·· UNIT 94 PAD"" 72.3 ROLL SL I I r···--____ _! I ' L I I I ..... _J I ! I ! \ . ' JS/, EXISTING PLANTING ·--. ' WILL BE PROTECTE & IRRl@ATION IN SDGE EASEMENT· THE SATISFACTION~f~ED~~iE WILL BE REPAIRED TO WITHIN SDGE EASEMENT EX -__ SHALL REMAIN. D G TRAIL ~~!tf rkt~DSCAPE AND rRPIGATION AVOID EXISTING PLA.NTING AND IRRIG1ioUSTED IN FIELD TO )._ ./' ... '-.. _ __...-· / '-, '-:x' / ,__..x-_>,/ UNIT 99 PAD= 68.8 I N. ._ / ' t-J~is~~ .....,,_,~ ' ' ' ' • : I I' i. I I :, 'I APPRO'l[D ' ' i ' ' -' ., ' '. ',CiO:..:Bc...:Nc:.cO::c.... __ -, 96cil_L_ JAH / i: I I '' . ' : ; 'I I I Ii i 1' '' I! l I '' I' ' '' '. ! • ' '' : ' AVIARA 5 4i;c~-y, ___ ,_ ,J., •• ,_ ........ ,. ,. \ .":, -"'-AG)-:·".::"=:::~:::;;· / '•,, ' '• '\ / .....,,...., ,._, ..,,.,,.,.,,_,_ . .,_., ~(;;;(,(){ s-~ /.J~il ~ =l~:? '{~1• • • I ) : __ i0y,/ 7'"'-'"'-~ -:;: \\}}~( ,_ -~~ -1 it \,-r"' }ig~&,, ' I I . . - I _. l . 1.;N/tt t~fl~~ f~ _:,J/J ;-:,/ ,:j .. 1 1 ii ©~. '11_·.u;,-y_.::.; ! i I , ,-,-·.'{" ~i-J. :,-Ji.,,;-. =....,,_1.:_f:-. --~ --'.!:; ~",_,···,·' .' '•,_, '('· ·.' -·=·==-=---:~~~~ ;- ' ' I I ' ' I I / '. i I j O' , I ' f: 1 20 40 so ,1 ~.-----------'e• .. -•J I ' ' ' @~~ii~% I 00 ~ W ~ I ~l t ~ ..::::::-,,-. 89m UNrVU51TY CE.NTH LANl. 5urTE. 580 "liAN Dl[GO CALlfORI\IIA 921 22 FAX 619·558·9i88 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" DATE RCE --~-EXP. REVIEWED BY: INSPECTOR FOR PLANTING SPECIFICATIONS, SEE SHEETS 16, 17 & 18 FOR PLANTING DETAILS, SEE SHEET 28 FOR PLANTING LEGEND, SEE SHEET 28 t---t--f------------+---l------_jl------1--~~,c_r_T~Y=O=F,~C'---=-A~R=L=S~B-A_D_[s43s I ~ _ __ DEPAR™ENT BENCH :\1ARK OESC9Ic:,TlDN □C 0179 DISC END OF CATCH BASIN LOC.:ATION StT I~ WEST END OF SOU'H HEADWALL CF 24' Fl C P 4 MJ_ES EAST OF IN-FRSECl ION Of LA CCSTA AVENUE A~J SAXONY ROAD RfC:JRJ FROM: COUNTY or SAN DIEGO DEPARTMENT OF PUBLIC WORKS REPORT S'I0'.06-01 10/15/85 EL':VA1lCJN: 13.9/ FEET □A-UM M.S L I f;-2/. 91,, AD/¥]) -ruffs (o 'R[ic,, AKtiA OAT( INITIAL ENGINElcR OF WORK REVISION DESCRIP1lON DATE INITIAL. DATE INITIAL Q"j)jER APPROVAL CITY APPROVAL LAN,IING PLAN FOR AVIARA AREA 5 CHKD BY: ____ r RVWD BY; PROJECT NO. C.T. 90-09(A) DRAWING NO. 345-2L CMWD 90-507 I I \ I J 7007/ PF 17512 \ \ \ \ \ \ ' ;·\ ',.:,\ t,,,":,, t,-,, -(: --\ ·,, ', ,__ ____ FIRE PROTECTION ZONE B-1 (FROM EDGE OF STRUCTURE TO P~Oc'ER1Y LINE) ' -NO DIS('ISE OR TALL PLANTINGS -Ll'v11T P~NTINGS AGAINST THE STRUCTURE • AVOID r'IIGHLY FLAMMABLE SHRUBS -THIN DEAD BRANCHES AND FOLIAGE -WATER TO MAINTAIN PLANT MOISTURE '• ADHERE TP SETBACKS AND ARCHITECTURAL MODIFICATIONS I i ~ : ii::'. ·····;· 11 ,,,_ ., I , : / ! -~ • ~ \:,~:. :; . ",'" ,. ~~:: ,. ' I \ \ ' h \ I UNI'F.77 / • PA~,. = go'--o' I •' .•· '·"'\. ; I i WITHIN SDGE EASEMENT, EXISTING LANDSCAPE AND IRRIGATION SHALL REMAIN. D G TRAIL SHALL BE ADJUSTED IN FIELD TO AVOID EXISTING PLANTING AND IRRIGATION, \ I ' \ I \ \ I I \ \ \ ' \ k , :,~::-.. ~ "" ,,:,_~ '",-, •,.:-~ ?:-, ·,;:;., ~:,. ~,.~'", ,' ~ "'"--- '' ', C ,. ' ~,.... I. ~~ I, ,. i' ' ''-... / . / --~-"~1 I/ ' ---' / ' ' t PVT, DR. "X" I '' ii)R,f' ADD!:'P . UNIT 78 "' -Pl\o-,,,w_ s I • I -, ·, I I • I . .' . / :· I , ' - FIRE PROTECTION 1ZONE B-2 (MEASURED 20' HORIZONTALLY OUT~V,~RD, .;,,,' ,:-,, iaFROM\E:::;:l:r:~;:~DERATELY FLAMMABLE SPECIES / , ·. ~¾'.:, ~l}::., , • -'MAINTAIN EX\STING PLANTS IN RANDOM GROUPINGS NOT , _ /\ UNIT 80 PAP= 85,3 UNIT 82 . -f¼l",) = 86.2 1·, \ ~XCEEDING 400 SQUARE FEET. · : , ·:'.';';', \ \ _ ~MAINING NATfE PLANT COVERAGE OF 30% i \ _,.-._~ \z?,:0::-. ' \ \ Q 7/~'/. "~ i~ti: \\:•::, ~j{:'.:,:.,_ \ \ '' I 'Q_AK TREE TO REMAIN I ' \ ' ' ' ' I ! \ \ \ \ OAK TR~ TO BE REMOVED ' \ \ I \ \ ' \ \ \ \ \ \ \ ,, ".,. .,"'.,. ~., ;.'.,., { i \.,., ... .,., s -\ \ \;'.,"/· .s ~ "" " '\ "::·:, I • \-, ;' "., \. \ ' '\~:: :_ \, I ·/ \ ' ' ' ' i t ~-7 ' :;,,f"! 'B.,1(1, ' ' ' \, \ " ' , __ _,,., ' ' ' . \ . ' ~ -, I,' : ,.:,v:,,_v \-, ,I -~~~p G I ' ¥,k ' ""-'~.:- ~ JNI! 76". /'AD-Bf 3 _,.,L.-.--'--J I _ / r-___ 1 / _J., ,UNIT 75 ,---if ---/ ',(/lo/ PAD=84/,2;,., //, I.., I : \ / ,-.... ,:. <-·: ....._ ··::,,_ -./ ,-/-~_f 1 / / 1 UNI·T 74 '•: , -, \ --/ I f--C::--J 1 /_'.-:{. ·:: .Jf'c~ \ '···,,, __ ~ / ! --rz PAD= 82,3 / 1 "y I \\ .,'.,., ., ./.,"' { .... I ... ,:_,/, .... ✓ ·----....._ I I ! I; I I I // lJ f';.' ' ' ~c!?t-,' -' I -·~· '-'->' '' -',' • / / ii I I / \"-:,:-\ -, ,_:_-<.,' , ~,. '· J /// / I I I I / f/,/-:-: ~~:,.,~ . -':::_-, ~ -, ____ ---( 111 1 1 1 / U~I 71, '0 ,::_<--.-'.-' / / '\-._ "-., -',_ / ~ I PA 81 4 "\>::'./ ~·'i!=i• -,-...--_-/ / .1/--i.---... .. _=_ ... :. -A-i.c:~r--,-::,: ~ , -!J; -·-,r/ -" ' ----1 I ,, __ " __ \--·--------\\ ~~ /i 11\1::/"<:. 1 \" -----\ ---------1 ,_,,,_ / / {_J , _.,_.,_/"'.,"'_,··"'.,.,., ' \ I ~ / \ ·\·::::t:/:, ,·_ 1 1 '-UNit 72 \,-.rv:,,i,~i~,~Jh. ">"}/:.; '\ I -------_\--~--I\\-".:-/::;'/ 'i , ~-----,, PAD -(d,S-----~k:-1-,-..;.\ J,_J\•"'-1\"'_, I " - ' \ " , ,,.____ c:::::::i, ··~ ;. , '-', '-. ,, J"" ' - \ . 'VNIT 86, PAQ,=815 ;1· // I , ··-...... !J---/ I 1/\1'; i / .. .. FOR PLANTING SPECIFICATIONS, SEE SHEETS 16, 17 &18 FOR PLANTING DETAILS, SEE SHEET 28 FOR PLANTING LEGEND, SEE SHEET 28 ,,,,__ ~ ' , ' ,, ',, c--. ,,,.~, ,-µ >--,·: ....... ~ ' . ' .,--..... ··,,, ' ' ~ ' ' ' ' , I .. .. 0 AV IARA 5 20 r ' m[fil11 moc 40 ~lu®ffi~ i]~Jt ~cc ,·. -~ ~· ·.t--........::s, 60 11. /~~ Wi '0ilie£#:\ r:r7 ------ I !:;, :~ '~ l~J ~ 1T ~-(: 'D'' :~J I] it.' --:i 8914) UNIVERSITY ClNTER l.l\NE SUIH SSO SAN. DIEGO CAI 1ro~NIA 92: r 22 6 I ?·558·8977 ------ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" RCE ___ EXP. ___ _ DATE REVIEWED BY INSPECTOR DATE \ -~----:w----"'t(-~::;J-'t 0:;,~w~r 1 --~~\ ;· '~ ;zo 1 \1 \-·/ :->::-:<--~ ' / -., ., ., ., ., -., .,_., / _,., /_., _., __ ., SJJE; S / I t-----t---+-------------+----+----+---+-----t ~ C IT1LA~!NG CD~~~~~AD I \ I ; I I I I I ; I ' \.,-.,-1-,-.,~..:.:.:<·_ ., ., i=:.1:y{....~ _'.:,: ... I D f {J?:{:{:?<:}:: M ( r:-:f ://(:,//A:/ I I L~;.-~ .,_ -., -., -.,-<;.,., 9{{ :\~\:i}lt/> I I 11 11 t>·.:,-,,:,:::::8: V , ·'.·(/)?:? BENCH MARK 1-fE;J!]' 22 , DESCFIIPTICN OC-0175 DISC END CF CATCH BASIN LJCATION: SET IN WEST ENO OF SOUTH HEACWALL OF 24' RC P 4 MILES EAST OF l~TERSECTION OF LA CJSTA AVENUE ANO SAXONY RCA □ RcCORO FROM: COUNTv OF SA~ DIEGO DEPARTME~T OF PUBLIC WORKS REP□R-SV0106-0! 10/15/85 E~EVATION: 13,87 FEET DATUM M.S.L. l------+--+---------------+----1----4---1-----1 ENGINEER OF WORK PLANTING PLAN FOR A VIARA AREA 5 C. T, 90-09(A) PROJECT NO. CJ. 90-09(A) DRAWING NO. 345-2L CMWD 90-507 ----------- \ \ 7010/ PF 17512 ---------- \ \ \ \ \ \ \ \ -------------- \ I I ' \ \ \ \ -- \ \ \ \ \ \ "\ \ -\. \\ \"•", \ \ .. , __ \ \ I , \ / \ ' i ' I \ I \_ I --I ----~--- I ; , l , __ ----------------......... ------,.,.._ --------- \NITHIN SDGE EASEMENT, EXISTING LANDSCAPE AND IRRIGATION SHALL REMAIN. D.G. TRAIL SHALL BE ADJUSTED IN Fli=LD TO AVOID EXISTING PLANTING AND IRRIGATION. ----------- I , ;..._-... / ·- , ' --j ,_ ------- / -/ --. ,, '-\ ---- \ ' I I I I I I/ ---.,<-----, I I ' I ,I I I I --·-, I _J l I I -r--• AV IARA 5 ....... ... . .. FOR INFORMATlON ONLY I I I I I I I I I n.J O 1 0 2 0 $0 BENCH MARK JESCR I PT I ON: OC-0179 DISC ENO OF CATCH BASIN -·---.L __ _ /; \ \ \ ,,./-. LOC~~~O~~ WEST END OF SOUTH ~EAOWAL~ OF 24'' R.C p 4 MI_ES EAST OF INTERSECTION OF LA COSTA AVENUE AND SAXONY ROAD RECORD FROM: RKS CCUNTY OF SAN DIEGO DEFARTMENT 0° PUBLIC WO REPORT SV0186-01. 10/15/85 "LEV AT I :JN: -13.87 FEET DATUM M.S.L FOR i'tANTJI\JG SPECIFICATIONS, SEE SHEEfS-l6-,IJ & I 8 FOR PLANTIN"GD~TAILS, SEE SHEET 28 - FOR PLANTING LEGEND, SEE SHEET 28 i I \ \ I ,-. ' ·- I I I I ' I I !- / I I I ' _ __..-· ~I~!~~ $~l~~p !mt '.s (,~ R)@,§(£~ 0111 A.~@{;:JUiT(l~l[(yJ 11,; 89JO UNIVE.RS1n C[NHR LANE SUIH SSO SAN On.:loO CA.LIFORNIA 9l11.7 / .. ~ i r-~. j I ' I I ' i I I I ' I DRAWN A I' PROVED JOB NO, DAH 5CA,E APPROVED FOR PLANTING AND IRRIGA1'ION ONLY," INCLUDING PRECISE.. . LOCATION OF PI;ANTING AREAS. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE ~===l===i=======================~===l===t===t==3 ~ CITYPL£~NGCD~~~~~AD ~l-===3===~========================t====~t==jt==jc==3 PLANTING PLAN FOR 1--A VIARA AREA 5 E===f==~~====================~t===t==j===t==3 ~~c.:===zc\?'. Tr. 179o=-=o=9(=A)==~~=w9 APPROVED ~-'-1' ~=-__:f--+--------------t==r==t==r==:::i ASST. PLANNIN DATE t==+=------f----------------1---t-=t==::t==t ~~~~~~~:::':::~P~R~O~JE~C~T=iN~0~_=7fi□iR~A~Wl~NG~N~o.7 t==+~----+---------------Jom-tlim:~b~=t~~ OWN BY, __ _ 1 ~D'.'...'.A.'.cTE'--l..'.'.IN.:'.alTIC.::.A;:.L -t--=DA-'--TE-:':::::IN-=ITI-::-AL:-1 C4KD BY: C . T. 90-09 (A) 3 45-2 L INlnAL N r RVWD BY· REVISION DESCRIPTIO OTHER APPROVAL CITY APPROVAL . ENGINEER OF WORK CMWD 90-507 / > 7011/ PF 17512 / / / ) \ \ / / / I / I \ \. / r----------1 L __ _ •, I . ' . I / . i I I ·' , • I ,1 • ·,, ' / .- /WITHIN 'sDGEil:ASEMENT, EXISTING LANDSCAl;'E AND IRRIGATION 1 SHALL REM~IN. D.G. TRAIL SHALL BE ADJU)f'ED IN FIELD TO ; AVOID EXIST(f'l~ PLANTING AND IRRIGATl0N I • / \ ! I I . --,--~-EXISTING OAKS TO REMA(N \ . \ \ I . \ ·; I I I I . I . . \ \ \ I I . I • I ':::.--· . / I I \ I • I \ i \ . I \ I / I I I I I I I ~----• .r·-·---------- / I I i I I I I I I I I I I I •, I \ I I NO PLANTJNG --FOR INFORMATION BENCH MARK DESCRIPTION: OC-0179 DISC END OF CATCH BASIN LOCATION SET IN WEST ENO OF SOUTH HEADWALL OF 24" R.C P. 4 MILES EAST OF INTERSECTION OF LA COSTA AVENUE AND SAXONY ROAD RECORD FROM: COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS REPORT SV0106-01. 10/15/B5 ELEVATION· 13.87 FEET DATUM M.S.L. DATE INITIAL ENGINEER OF WORK ONLY / . ·- • ·-,; ./ r, '·,, I . '· LL~ . 1 ·, ·•. I ~-,, " f":Z."1 \' p -j~, ·, -~,, ·--. . -., ~. .. ,., .. r ,< REVISION DESCRIPTION A . \ \ '· ' . . / DATE INITIAL OlHER APPROVAL / / / DRAWN ... APPltoV(D. ~·-- . L? .. B· NO. DAH S~Awl DATE INITIAL CIT( APPROVAL . .. , .. , --- 96-0L . ~ 7 AVTARA5 8910 UNJV[RSITY Ci::NTER LA~£. SUl'rl 580 SAN DllGO CALIFORNIA 91: IL:.( FAX 6J9•~'.i8•9J68 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" RCE EXP. DATE REVIE:WED BY: INSPECTOR DATE ~ CITY OF CARLSBAD PLANNl~JG 1EPARTMENT 3 PLANTING PLAN FOR AVIARA AREA 5 C. T. 90-09(A) APPROVED .. /"/, 'if 5-{,-~ Tr71.1 °-SST PLANl'J't!\IG DIRECTO}' OA ~- DWN BY: PROJECT NO. I DRAWING NO. I CHKD SY· RV'wD BY: CT. 90-09(A) CMWD 90-507 g IO;,__--+-' 1 J\-----'--+ ·1 \---~ !1111;~ ---- . G ~~rim f ~~= @e-----1-- -,('-------------------.-r- ' , . 4 ' ROOTBALL ' CROWN -1" ABOVE FINISH _GRADE FINISH GRADE FINISH GRADE: AT SLOPE 2 X ROOTBALl DIA. ' . BACKFILL MIX (SEE SPECS.) PLANT TABLETS (SEE SPECS.) ' . SE;E SPECIFICATIONS - TOP OF PAVING ' ' 4" 'HIGH WATERING BASIN (IF REO'D.) UNDISTURBED NATIVE SOIL 01--T~R:..:.E=E=/_;;::.S.:.;..:.H:..._R_;_U_B_P_L_A_N_T_I_N_G ____ NT_S --- 10 '!' :;:::;: . . .. ' ' ,., ::~ " " ,,. " " ' II " I' II '' " " " " '' " '' I' -,'----(5 ., ® ---------..r----~-~,f- .8 VINE ATTACHED TO WC\?O 1l"f,\..l...lS WI \,¼Xl(7 «PE;.Wt> i/' ~ N~1' ~- NURSERY STAKE •.TO BE REMOVED . , EXISTING SURFACE CROWN -1· ABOVE;FINISH GRADE . 4" HIGH WATERING BASIN (IF REO'D) PLANT TABLETS FINISH GRADE· BACKFILL MIX (SEE SPECS )· 2X ROOTBALL OJA. UNDISTUR13ED NATIVE SOIi: RQOT~ALL' ' . . , . · • MIN~ 6" 'BELOVJ FINISHED FLbOR @ BLDG:--~7 (j) I ' ' • • • J. ® CD ® @ 0 ® ® 0 ® --I------,. ® 3" ROUND GRATE (NDS 14) SEE PLANTING DETAIL 3" PERFORATED DRAIN PIPE (WRAPPED WITH FILTER FABRIC)_ PEA GRAVEL 6" DIA 3'-0" 2" ABOVE CROWN BUBBLER ON _RISER (SEE IRRIGATION LEGEND) 2 3 PLANT LEGEND SYM130L BOTA\JICAL NAME TI~F'.~S n ARECASTRUM ROMANZOFFI/\NUM u,AUHINIA 111,/\KF,/\NA 0 S<'C,NCH70N ,o,umw; C ClJP/\NfOrsrs AN/\C/\RD/0/0ES 0 EUCALYPTUS N/C~IJ 0 PYRUS CALLERYANA "BRADFORD/I' e .,..--..... METROSIDEROS EXCELSUS I'HOF.NrX C/\N/\iHENS/S RYRl[G ¼1IV1¼1HU COMMON NAME QUEEN PALM HONG KONG ORCHID TREE BOTTLE TREE CARROTIVOOD TREE \l1u.bl,.I L-14'\Aa, f't-Rl'id<Ml.,\T BRADFORD PEAR MAGNOLIA '-:EW 7.FA LAND CHRISTMAS TREE CANARY lSLAND DATE PALM FVFRCPFFN PF◊ R 0 Q QUE!iCUS 1'.G!l!FOU/\ COAST LIVE OAK MITIGATION fOR REMOVAL OF (4) EXISTING OAKS TRISTAN/A CONFERTA BRISBANE 1JOX MN MELALUECA NESOPH!LA PINK \1ELALEUCA 5HR'Jllo QTY. 106 19 SIZE 8' llTl--l 24" BOX ,o l'l/i!s./24"" llOX c~ 15GA~IJ-., 56 24"' Tir_lX 15 15GAL 19 ~-riox 23 \.::,:'.::}1:4·· BOX 0 :s· BTI-1 ~. ...1" BP¥ I?, 24'' BOX 25 24" BOX 42 15 GAL. , ' 2· DIA. X 10-LODGEPOl.E PINE STAKE (2 REQ'D.) ® VINE PLANTING NTS -F PLANTING 0 ff T DEEP WATERING DETAIL ® ti 0 IIG/\PJ1Jv"Tf-lUS 11iF.r~JCllNUS '/ll,..H;',' UL y or THE NlLE 1859 1 GAL. OIETES B/COLOR F(l!(T"NJGHT 0 l GAL ESCl',LLONIA 'NEWPORT DWARF' DWARf FSCALLOl'-lA 179 5GAL. HEMEROCALUS /-!Yf!RrDS DAYULY 0 l GAL. , VINYL TREE T1E (2 RE(.l'O.) 24" MIN. SEE TREE PLANTING DETAIL . ·. 12" MIN. TREE TRUNK .. ROOTBALL ©1---=D----=O----=U=---=B=---=L=-=E----=S:..._T_A_Kl_N_G _____ NT~S --- 3 . 4 )-----, . I PLAN, -_021 2" Ci) PREPARED SOIL · -@ -_ .. Pt.:ANT TABLET (3). : FINISH GRADE ® EOUAL (X) -SEE PLANT SCHEDULE FOR ON CEt,ITER SPACING CONCRETE MOW STRIP OR HAROSCAPEIMPROVEMENTAS INDICATED ON PLAN 'CONCRETE CURB OR HAR6~CAPE!MPR0VEMENTAS , I \ > • • . ' . iNDICA TED ON PLAN· · ~ {§) ·-·EQUAL 1/2 (X) , ' ' 'i . ' · .. i,t ~.IM'_ -.::u [~.1: ':j,~2 ~;~::!. r,,t,W~,;@Cl YG Cl[i@]OL;8:S\:.(!) GE ® GROUNDCOVER PLANTING NTS lttO UNIVllSITY (UHU tA'O SUIH UO !,AM onc.o CAllFOUilA 9t/l]: ' • DMWN ·. APPROVtD 10 . i FRONDS -TIE ·,v1TH SINGU: STRAND OF ORG/,NIC MATERIAL UNTIE AT END OF MA:NTENANCE PEi"!lOD PALM TRUNK 4" HIGH Wt,TEAING DASIN (IF REQ'D.) TOP OF PAVING Sc:E SPECIFICA ,;ONS BACKF'.LL MIX_· 100% 'Nt,SHED SAN2 • J 12· MIN. UNDIST'JRBED NATIVE SOIL . FINISH GRADE AT SLOPE · FINISH GRADE PU1NT TA8LETS (SEE SPECS.) ROOTl:lALL .· RESTRICTED HIGH FUEL SPECIES AdenC>Stoma fa.sciculatum Artemisia californica Eriogonum fasciculatum Salvl<l spec,es Chamise California Sailebn.ish Buckwheat Sage Other species as specified by the City. •111•1¢1#1@-- Acacia species Cedn.is species _ · Cupressus species Dodonaea viscosa Eucalyptus species Junipen.is species Pennisetum Pinus species Acacia Cedar Cypress Hopseed Bush Eucalyptus Juniper Fountain C,<l.Ss Pine Other species as specified by the City. ■@r•111l§i4i1 =i=MMsl•IW=H 1t,_ Heteromeles arbutifolia Toyon Malosma laurina Quercus dumosa Rhus integrifolia Aylococucus bi•color Other species as specified by the City. NTS Laurel Suma<: Scrub Oak lemonade Berry Mission Manzanita +----I 8 ® ® PALM PLANTING PLANTING NOTES , . . NOTE: PER THE CHY OF CARLSBAD LANDSCAPE MANUAL, SECTION IV E, \ ALL SLOPE AREAS 6:1 .OR SrEEPER SHALL BE HYDROSEEDED WITH ALYSSUM IN ADDITION TO FLATTED GROUNDCOVER SPECIFIED ON PLANS. HYDROSEED AS FOLLOWS: AL YSSUM 'CARPET OF SNOW' ALYSSUM 'ROYAL CARPET' TOTAL 3 LBS./1,000 S.F. 2 LBS 11,000 s,F, 5 LBS./1.000 S.F. • THE ALYSSUM COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFIC'ENT TO PROVIDE 90% COVERAGE WITHIN 30 DAYS. · ,, •. , JUTE MESH (TYPE AS APPROVED BY Tl:lE CITY INSPECTOR),IN ADDITION TIJ THE ALYSSUM COVER CROP AND FLATTED CROUNDCOVER, SHALL ALSO BE STAKED TO THE SLOPES AS RECOMMENDED BY THE MANUFACTURER WHEN PLANTING OCCURS BETWEEN AUGUST 15TH AND APRIL 15TH DURING THE REMAINDER OF . THE YEAR JUTE MESH IS NOT REQUIRED. . "AS BUil T" ., APPROVED FOR PLANTING AND IRRIGATION ONLY, RCE EXP. . DATE INCLUDING PRECISE· ·. . . -. . " ,. ,,,.,.. .... ., .. _. .,., .,, ' -:--_--tUM ·"" . __ 1>-fe, ·' .f-t.";10 \..,,:,;::'; %;. i 1~':s--. I ,::;--- ' ' ·, \, I / ·' ESO,/LONI.i 'FfiAl)/cS/1' _ tR,ADES_ ESCALL.ONIA (2J .Ni-.NDINI, DCJMESTTCA HEAVENLY BA\1ll00 0 .:-..JI-:FHUM OLEANDER 'P!:.TlTE PINK' DWARF OLEANDER 0 PTITOSPORUM TOH/A 'VARIEGATA' VAR1EGATED PITTOSPORUM ® POOOCJ'.l!lll'US MAKI SHRUBBY YEW PINE 1$ RHAPHIOLEPIS INDTC~ 'Sl'Ri,'JCT/ME' IND[A\: HA WTEORN @ STREUTIZ/,1 r,£C''l/\f BlKJ OF PARADISE 6) T[COMA!VA CAPENS.rs CAPE HONEYSUCKLE © PHORMIUM TF.NAX 'ATROPURPUREUM' NEW ZEALAND FLAX GRO!JNDCQ);'_]::JVSPREADING SHRUBS ~ACACIA REDOU'.N5 PROSTR,\TEACAC'.A ,..,..,,...,..,~..,. IINDER PLANT WTII LAMPl,ANTI-IUS FIIO\~ FLATS@ 12" O.C. w~ LA.'ITANA MONTEVJDENS!S TRAILING LA:-.:TANA f.7,:~ ~'..Q MYOPORl/M l'/\CiFICUM RS82$8 DFl,0.\-PU>M.t\ ALB.ti b s SI PELARGON!UM i'E!,T/\TUM ~ ROSM/1. /!!NUS ornCTNAUS 'PROSJR/\T /\, [._'·:-·. ":'.·'-1 nrnr • ■ • VINES ROUGAINVILLEA 'SAN DfFGO RED' HTBHUfffA SCANDE.'15 DIST!CTLIS 'RtVEFU/' DISNEYLAND ICEPLA'lT IVY CBR1\NIUM PROSTRATE ROSEMARY DWARF FESCt;F, BOUGA!NV!LlEA Ct;lNEA GOLD VINE PURPLE TRUMPET VINE LANDSCAPE FIRE SUPPRESSION ZONES f.•.·.·.·.·.·J HYDROSEED MIX FOR FIRE SUPPRESSION ZONES 2 AND 3: MYOPORUM PARVIFOLIUM FLATS@ 18" O.C . 15:0 138 1 11 24 150 413 238 61 95 52 54 18 Pur/Germ Lbs.I AC Botanical Name Common Name 5 40 0.5 Baccharis pil. var. pilularis Dwarf Coyote Brush 75 35 2.0 Eriophyllum confertitlorum Yarrow 95 35 15 Eschscholzia calitornica California Poppy 5 GAL. 1 GAL_ !CAL. 5 GAL. -~ GAL. SOAL. 5 GAL. 1GAL 5 GAL. 4" ::'OTS 4 'POTS 4" POTS fl/,..To 4" POTS ,r· POTS HYDROSFFD 5CAL 5 GAL. 5 CAL. 15 20 0.5 Gnaphalium californicum California Everlasting 35 40 1.0 Haplopappus venetus Golden bush N/A Helianthemum scoparius Sun Rose 70 80 1.5 Lasthenia chrysostoma Goldenfields 40 60 80 Lotus scoparius Deerweed 95 70 3.0 Lupinus bicolor Lupine 2 55 2.0 Mimulus puniceus Red Monkey/lower 95 75 3.0 Sisyrichium bellum Blue Eyed Grass 40 30 3.0 Stipa Pulchra Purple Needle Grass 95 75 40.0 Plantago insularis Plantago 680 Total Pounds Per Acre ;2'O.c. ON 2:·1 SLOPES 1:2-"o.c. :8" o.c. 1 R" O.C. --~--- ' I SHEET I . 28 CITY OF CARLSBAD ' .,, '-~-~. · 1· --- PLANNING DCPARTMENT 1. 43 : , ---~ _. I . --, : PLANTING DETAILS· & LEGEND FOR: ' ' . , I AVIARA 5 --, APPROVED 7 /,,y;@ 54-7'_ __ ' "ASST. PLANl'¢11 t'f., DIRECTOR-DA-E ' ~---RE"1E'll£D BY: ~-ZJ.<;&, LOCA 'TION OF PLANTING MM /1\ ',-2 I ,qr,. 7;:cVJ5tf!.b 5/Z~ Al-It, f'RJ:!"£ a:o,cr C,,-Uu-'lu l/3 " ·~--•-·· ·-• D'<IN BY: ___ PROJECT NO : ('~(,~,;,'),._,\. OAT£ !N1T',AJ.. DA TT: , JNITIAl OA TT: IN 1TIA1_ CT. 90-09(A) ' ... . CHKD BY: 11 345-2L .AREAS. --. ENGINEER OF \\ORK REVlSION DESCRIPTlON RV/vO BY: INSPECTOR DATE OTHER APPRCYAL Glfl" APPROVAL ' I 96-01 s.. · rAX .Sl9•'551•911II G L _________________________________ :.::.::..::.:.:..:.:.:...:..:.:.::.-_.;...--------------------------------------------------------------------------"""""".ccMM"v:Wi6D~9~0'.."@-smo7 5' TUBULAR STEEL FENCE f 1 i I I I /, ' I I \ \ \ ' \ - ;\ l I I I - ··1 , I '·,, I I I I ' I 'f'' --4wnitCKNA+YRAL CDLPB CONCRETE WITH MEDIUM ------ /BROOM FINISH (TYPICAL SYMBO~)- ' SEE DETAIL C, SHEET39 c:., ,1 --' I j <( 6' MASONRY STUCCO WALL 2 CURB PER IMPROVEMENT PLANS MEDIAN ISLAND PER IMPROVEMENT PLANS ~()Bf~ PLACE ALIGN WALK WITH HOUSE WALL PROJECTION (TYPICAL AT_P~Al\l 1)- ·•--,.-- 1 1 5' WOOD FENCE I l I. 0 10 20 50 :17'1·'· - < --/'r-.. ' . . \_-1/ ~~4<?, , .J: \an 2R 1 N \T 7 'ii P,,0 "'\ \5. --··--•~••C,_ ....... .........-••""•.-- ---\ ' • _J ,_ ....,.·,,'-.. \ ,-r--~ ' . , 3 4 1/4" SAWCUT SCORE JOINT (TYPICAL) 112" PREFORMED EXPANSION JOINT ACID ETCHED CONCRETE WITH COLOR TO BE SELECTED BY OWNER SMOOTH TROWELED CONCRETE BAND -NATURAL COLOR (TYPICAL) ALIGN BAND WITH RADIUS POINT OF MEDIAN ISLAND Hummingbird Road NORTH 1"::: 20' Enhanced paving at Intersection of ., I / :" • ' •. / --/ ,, • ',,.r I ' . -• f I ............... ' • . -·-•--"" ' .I FOR CONSTRUCTION DETAILS, SEE SHEETS 38,39 &40 FOR CONSTRUCTION NOTES, SEE SHEET 41 .. ----- 8910 UNIVlRS.ITY C.t.NTt.R LANI. S.un~ "i,80 $A.N 011.(,<) (A.llf<)RNIA ')11ii APPROVED FOR PLANTING iAND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING /JJ.J:!! WALL AND FENCE LAYOUT NOTE: I -,. ().. 4-r)f.-If.~·. . ..---~-------=::,~"---=-A--=-R=E=A=S"""'. =,------,_ ALL WALLS AND FENCES SHALL BE LOCATED '• ... & I '. ;)C ' ''fi ALONG EASEMENT LINES AS STAKED BY • ' : 5 -t,-PROJECT ENGINEER • IN FIELD. ' r -"AS BUil T" ~w-• I ■-•-I --· - ' ----·~ • .-•.:r'"' .. -------.. "DRAWN· -■-DATE .... --: -~ ···----RCE EXP. --A:)l')tO'✓E,C .. 6' rllGR WROUGHT IRON FENCE WITH PILASTERS , fe\ ·._,B NO, REVIEWED BY, .. , .... , ... , . . 96-01 \lV DATE ---~~-~~ S<:AcF. INSPECTOR DATE C!J CITY OF CARLSBAD I I SHEETS I ·-· PLANNING DEPARTMENT 43 9 ·- I IONSlkOCIION p~~Flc:RA . s -· i . APPROVED /4ya)I ~..£,-76 ASS!. PLANNIMG DIRECTOR DA-E " 11-17--'li r<K '1\ ill,'DDt,D WALl,' T>oP-oJTS" 8-'?-'!1 L$ OWN BY: PROJECT NO DRAWING ND. DATE NITIAL DATE INITIAL DATE INITIAL CHKD BY: C T. 90-09(A) 345·2L REVISION DESCRIPTION RVWD BY: ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL CMWD 90-507 AVlARA 5 \ \ \ / / .I D D D 6' MASONRY S UCCO WALL D 7 ' J l / PROJECT NTRY I Q -~· • oS, CZ1 I ' I ' ~/ ~ ~· ! ~ f ' :I I I I I I I I, ' /I •• ' \ .. ••• -...... '"'" / : ,,, .... n' _.....,.. / BA TIQUITOS D~ I See Detail Plan 'A' at right ~ -e -----foAh1s area , ) . ' ) '. ~--C,) SAN OJ J:(-0 Ff<EOhT J:'J :?cr{'2 Of ::;J',/-Oif:0, (0!'3) 440-08!0 -~ ca.a¾<'- FOR CONSTRUCTION DETAILS, SEE SHEETS 38,39 &40 FOR CONSTRUCTION NOTES, SEE SHEET 41 6' WROUGHT IRON FENCE WITH PILASTERS 5' TUBULAR STEEL FENCE -~ n I ~ \ Cl -5' WOOD FENCE (].) d -+-' ro , CD > i CD lo... I 1.-o_ i +-' i.cn i~ ~ I V . I . , I I . ALIGN SCORE JOINT WITH RADIUS POINT OF MEDIAN ISLAND EO. EQ ALIGN SCORE JOINT WITH RADIUS POINT OF MEDIAN ISLAND 2 3 4 5 6 CURB PER IMPROVEMENT PLANS MEDIAN ISLAND PER IMPROVEMENT PLANS 114" SAWCVT SCORE JOINT (TYPICAL) 1/2" PREFORMED EXPANSION JOINT ACID ETCHED CONCRETE WITH COLOR TO BE SELECTED BY OWNER SMOOTH TROWELED CONCRETE BAND· NATURAL COLOR (TYPICAL) Hummingbird Road NORTH 1" = 20' A Enhanced paving at Intersection of Hummingbird Road and Private Street 'G' 20' 2' 6' 4' 6' VOLLf. Ye>ALL- FINISH FOR SI IUFFLEBOARD-COURT SHALL BE PROVIDED IN SHOP DRAWINGS BY CONTRACTOR. I 4" THICK N URAL CO R CONCRETE WITH SMOOT TRO L FINISH. NO EXPANSION JOI OR SCORE JOINTS. REINFO WITH #3 REBAR@ 12" O.C. BOTH AYS ONCRETE SHAU_ BE 3.0 0 PSI Ml UM @ 28 DAYS. (B\8 1-S_h_u_ff_le_b_o_a_r_d_C_o_u_rt_L,_a--=J--'o_u_t ____ -:P_t_t .. r_~ ~ 1" 10' DR/\WN APPROVW "AS BUILT" JOB NO, 96-01 WALL AND FENCE LAYOUT NOTE: RCE ___ EXP ___ _ DATE -oWROUGHT IRON FENCE ALL WALLS AND FENCES SHALL BE LOCATED ALONG EASEMENT LINES AS STAKED BY PROJECT ENGINEER IN FIELD. REVIEWED BY: j I I 0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1 0 20 50 INSPECTOR DATE +-----+----+----+---I~ ' C I T YPLA~~NG C D~P~R~M~N~ A ~ I----+--+---------------· +------+--+----+-----I ~~;;::::;:;::~~;:;;=;;:::;::;::;=:;:;:;~~======'....'~====~ 1----+----+----------------------l-----l--------1-------1---------.1 CONSTRUCTION PLAN FOR AVIARA 5 1 ENG I NEER OF WOR CMWD 90-507 6' WROUGHT IRON FENCE WITH PILASTERS \.~• TUBULAR STEEL FENCE ' \ \ \ \ EXISTING SOUND WALL \ ···" \. ¾ "' A\ 1···· ' I "'-- ,,,,,, ' \ . \ // _I . ' --...... ' >---........ ) ,,,,, --....... . ,,, ,,, . --.......... --...... / --........... -....... . / ----~t I I ··- I . -- 0 r I t 20 50 ... , .. . .. . 11·J.1·Q1 MM r,\U\J. fr-Na L.Pc..A.,1?'N"il ,,_ i --,~_q, I JATE !NlTJA DATE !NIT IA DESCRIPTION ~ RE:.VISICN OTHER APPROVAL ENGINEER OF W0R \ ,,,,,, 01\AWN". APPROVED SM JOB NC,:- DATc sc'ALE. /J':i·'f7 L-% OHE !NITIA CITY APP"'10VAL AVIARA5 l[ f·-1 ff" }s ~~~IIIBOO . ij~I®@~ jt[.1 . -:r':/ . . ... .·--. 1:::-,.._,,. ::::::::;.::: ,---· _-.. -·:::--..:=:-~ / . :~ 11 (~ f~j 1]; § (f :~ if~ ~R@}=)Of'[;@\7'.W i[ 8910 UNIV~~SITY CENTE.R. LA!'r.1~ SUITE 580 SAN DIEGO CALIFOR.NIA 9212! 619·558·8977 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. WALL AND FENCE LAYOUT NOTE: ALL WALLS AND FENCES SHALL BE LOCATED ALONG EASEMENT LINES AS STAKED BY PROJECT ENGINEER IN FIELD. II AS BUIL_T" DATE RCE EXP. ~-.. ~- ------REVIEWED BY: ~1:Yl. INSPECTOR DATE ~,CITY OF CARLSB.~[ SHEETS ' L PLANNING DEPAR~MENT -43 I CONSTRUCTION PLAN FOR . AVIARA 5 I ~,-?6 i .APPR8VE~ ctfiftr.J OA i ASST. Pli'\l',h,., 1c.:, DIRECTOR --- OWN BY: PROJECT NO. DRAWING NO. CHKD BY: C.T 90-09(A) 345-2L RVWD BY CMWD 90-507 -m 0 " " 3: ' ,-._ c; lfl lfl ~ ,t \ I \ ' I ~ ' I " I "' l[l l[l DJ w z 7006/ PF 175'.12 \ I \ I I 1 --- I -\ I \ I • L -,L ___ --.. J \ _/ ) t ·11 I '··· L ... _ I ! j _i ' ' ' I l ------I \ / J / / I -·-••••• _,_ .... - ' J --_J .... ---· c \ \ \ , , 1b --/ _ __.-- I / / 6' HIGH WROUGHT IRON FENCE / , , ./ I I i?__f~.'2...'!~'f!lc'-!.-!=~=--+~----l------i-. -----,; ... / / ' I ,' I // I /_/ I I I ~6'----; M!.Y.!£::A~so~usR~Yw-,SwTU'dtc~.__,,__'t..Y....C'.ILL...-f---.J,?.-+ ---+---•. / ' ,, ' I _!; ' I i I ' - : " ,m . .. . . . .. , . . . . . . . . . . -.. . . ' .. • .f . . ' .. ' . . -' ' r . ' ' • I • I , • I ALIGN WALK WITH HOUSE WALL PROJECTION (TYPICAL AT PLAN 1) ~--- -i Plan IR U.\IIT 58 PAO~ 71.0 ';-··' •--&----. . ..........,_ .......... I z EC_1RET s-rREET ' 0 MATCH LINE -SEE SHEET 33 I I I I I I I I I . ;, ' /. -II r ' I "~··: ' . \ . I ~", d 0°' ), v ,,,r::, ,:'> ct -- • GG • :')~ ~" --!-... "' ""' ',,o o' 0?> 'cl ?. -- (---I I I FOR CONSTRUCTION DETAILS, SEE SHEETS 38,39 &40 FOR CONSTRUCTION NOTES, SEE SHEET 41 HENC!I MARK [Jf ~;1:'-< IP TI ON. ()C J'.79 01s: E.NU Or CAT[li Bt,S:1" l CJl:A Tl JfJ ~ET IN WEST ENll Cc SOUTI·\ HEADWALi [Ir 2'1" n C.P 4 ~IL[S EAST Or INFRS[CTIO~ Of I A. r:ns-A A'✓E 11uE A"O SAXOt--Y ROAD HrCORO FRO~ l:DU'JTV OF SAN O I c r;,:_i DEPART'1~N-Of fJIJfll IC WOR-<5 HFPJR-SVC1J6-01. 1J/15/E5 ELf-VA.TlON 1~ 87 FEET OATLM ~SL 0 -- 1-17-q, I-IM OATE INITIAL ENGINEER OF WORK l_ I I I ' I ' ' 11~53' 04. 21" R -1so · t.~1~8 _ 94-..__ -, . I . \'Plan 2 ' . UN{T70 PAD·,, 78.6 -,~ ,------;,;\, I I I ---,_.•.l\1rt.----; I . .. _::-=-=-==-' I ' I I I 60 [:· . " ,1 t1 20 40 ' 'r; -1::'~i\ ~'I -·-·· ' ____ I I \• -----_,. . ' ,_ --,. -· ., -/j\ 7-17.91 RE>J 1""'-D f' f; t,la;e;, ./, WW Gt-L-¢e . DATE INITIAL REVISION DESCRIPTION OTI-,ER APPROVAL ' ' ' ' ' -· \ \ I OR,'AWN APPR.OVE.D ·-···· j0t3 NO. .. DAH ~--SCAl,t 8-~--'!1 LA DATE INITIAL CITY APPROVAL I \ \ I I . ' -j ... , ,ffj ',~ r -~ ; f,l.j I I VJ_ f / I I \ I I I S9•o UNJ\lf.RSIT-¥ Cf.NTH. LA.~[ SUITi.: '>80 SAN DIECO C::ALIFORNlt\ 921i1. APPROVED FOR PLAN1'ING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . WALL AND FENCE LAYOUT NOTE: ALL WALLS AND FENCES SHALL BE LOCATED ALONG EASEMENT LINES AS STAKED BY PROJECT ENGINEER IN FIELD. "AS BUil T" DATE -RCE EXP. ' ··---- .. ,, ...... ,. ·-· REVIEWED BY• 96-01 INSPECTOR DA1E ~ ~ CITY OF CARLSBAD 2 PLANNING DEPARTMENT 3 - CONSTRUCTION PLAN FOR AVIARA AREA 5 ~T 90 09(A) APPROVED I~ S"-6% --ASST. PLANNI DIRECTOR DATE OWN BY· PROJECT NO. ! DRAWING NO. CHKD 3Y: C.T. 90-09(A) 345-2L RVWD BY: ' CMWD 90-507 ,.,.,/~~ ~ '.y,·, \ r-·--~-------------1 I --·1 I I ---f7 k---- ' ' _____ .J I \ ' rf _______ I \ 1 .. \ \ I ' j I I \ v-----r l~~-{ ___ J r-__ ) r ____ .1 I 1-----.. ---·-· i I i I i ---- 7008/ PF 17512 5' HIGH WOOD FENCE 6' HIGH MASONRY STUCCO WALL -I WILLE1' CIRCLE ( I I N I ' er. I f:-. a::> I U-1 <") t- ri:J a, E-< I ::r:: i (!J i:r.l I i:r.l I (./'J Cf) ~ CG I U-1 ·< E-< V) I U-1 <( -~ [-;, I (./'J == == ~ I I (!J L. I U-1 .... o I Q)-zo ril I """"'Q) I ~Q) I ::r::(f) I u I ~ I ~ I -~ I ::::,.,. -··. ·----·- I I \ \ ' -. .. I \ ' . 'H(:r~k !i \ N 88'55'37"W -I .~~~~=-~EsiiT+.ccJ-;)-;· --. --- r--_,,,.._ -, , f I ~j Plan I UNIT 104 ' ' / i I I I I I ---.• _ _I [r-I-I---....--"--+-----JH-. -' • Ii If . If I I I .__-,NsTALL GRASSCRETE oR EQUAL PER MANUFA·crom=R-=-= =: =--· :\.: _ -- \ I I I \ \ 1120.98' ·· --REGOMf'1J:NDATIONS. ' ' ' FOR CONSTRUCTION DETAILS, SEE SHEETS 38,39 &40 FOR CONSTRUCTION NOTES, SEE SHEET 41 r, I 0 1 0 2 O 50 BENCH MARK • DESCPIPTION OC-0179 DISC END OF CATCH BASIN LOCATION: SET IN WEST END JF SOUTH HEADWALL OF 24'' RC P 4 MILES EAST OF INTERSECTION OF LA COSTA AVENUE Af.O SAXONY RJAD RECORD FROM: CCUNTY OF SAN DI~GJ DE~ARTMENT OF PUBLIC WORKS REPORT SV0106-0J _ 10/15/85 ELEVATION: 13.87 FEET DATUM M_S __ --- ----' -._ -" - DATE INITIAL ENGINEER OF WORK -.:_..::..:;_,,,,....__ _ -' -"·:t· \ l I "' -\ '''' -\\ \ \ \ \ ' ' ' ' \ I --' '' I I -------+ I I \' 1\ '* ' \ \\ ___ ,J \' ' \ ' \ \ I\ Ft.E.V., '"' WAL.th ii, U~~T fO'o REVISION DESCRIPTION \ ------------- \ I \ \ DATE INITIAl. ' ' ' ' ' ' I i I \ -ij;, I i \ \ I \ \ WALL AND FENCE LAYOUT NOTE: ALL WALLS AND FENCES SHALL BE LOCATED ALONG EASEMENT LINES AS STAKED BY PROJECT ENGINEER IN FIELD. --···-+. ' J ( \· / . -- ' i i, m[~]~~ IB 1J~OOOO(TI j!]lt ·~ (b. (~ lj:/i ::§)§G;f:,LP~. !~,W'.f [ri.l [l'lf 1l£1J1l!J 1R,1 ' 8910 u~uvu.snv CENTE.R LANE SlJIH 580 SAN DIEGO CALIFORNIA 911ii. ,-----------·--------·---, APPROVED FOR PLANTING AND IRRIGA'fION ONLY, INCLlJDING PRECISE LOCATION OF PLANTING AREAS. A-it, "AS BUil T" ,i,-1-.-\t,, ' ,,, ,.;..._ DRP. WN DATE ' ..• -..,~ .. ----- APPR.O\itiD RCE EXP, JG8 NO, •• ,_2_1/_:_Q_l REVIEWED BY: 'DATE " sC•LE INSPECTOR DATE - ~ CITY OF CARLSBAD ~ 3 PLANNING DEPARTMENT 3 CONSTRUCTION PLAN FOR AVIARA AREA 5 C.T. 90-09(A) -- APPROVED wdR ~...{,,.-fb _ASST. Pl'.ANNINgDIRECTOR DATE B-5·11 l-"E:, Dl'ffl BY: PROJECT NO, DRAWING NO, DATE !NITIAl. CHKD BY: CT 90-09(A) 345-2L OTHER APPROVAL CITY APPROVAL RV'Ml BY: CMWD90--507 ~ 130 1 PAD= 2.8 I I !;YT. DR. "RR" I 6' HIGH MASONRY STUCCO WALL 7009/ PF 17512 Plan I UNIT 89 PAD= 77.3 SEE SHEET 38 FOR THIS AREA _-----I___--------............._ ..........___ -~ ---.,__ _......-r I .. I I I ( I I I 0 1 0 20 50 6' HIGH WROUGHT IRON FENCE Pfarr3 UNIT 97·· ~_AD= 71.4 · 5' D.G. TRAIL ~ "' "· // TRAIL INDICATED ON SHEETS WITHIN SDGE BE MAINTAINED AND OPEN TO THE PUBLI . ro "' b ... .I I ASE MEN~ SHALL PERPEJ;UITY, ' '' I' AVIARA 5 ' ' ,·... / ~ . ~··;,.~ . ./ ~I~rIBm ~m~~~ rime . "~ ~ Plan 1 UNIT 99 PAD= 68.8 , ' {' i i ' I ! l ii ,, ; I' I ' !; I ,1 ' J : +-i.L. )L~ , ' ' ' i ' 11{£:.\Njl}l§ti\,s)f. !~~i]&[~JL7lt-~1"1D (Bi1. 8910 UNIVERSl'l'Y (.t:NTER LANl SUIH $SQ SAN Dlt:GO CALlfOkNIA <)i 17.7. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. WALL AND FENCE LAYOUT NOTE: ALL WALLS AND FENCES SHALL BE LOCATED ALONG EASEMENT LINES AS STAKED BY PROJECT ENGINEER IN FIELD. "AS BU I LT" PVT. DR "DD" (/ -~ .... ) ,_---. . ·- i I I -·· MATCH LINE -SEE SHEET 33 . . . -· • DATE RCE ___ EXP. ___ _ -------1RE\i1E'.WED BY: )OB NO. 96-D1 DATE SC,ALE INSPECTOR t-----+---+--------------+--+----t----t-----t ~ I CITYPLZ~NGCD~~~~~AD BENCH MARK DESCR!CJTJON o:-0179 DISC END OF CATCH BASI~ LJ:ATJON: SET IN WEST END OF SOUTH HEACWALL OF 2t." R,C,P. 4 MILES EAST OF lNTERScCTIDN OF LA COSTA AVENUE ANO SAXONY ROAD R~:o=n FROM: :JJNTY OF SAN □:EGO DEPART~E~T OF PUBLIC WORKS REPORT SV0'.06-01 10/15/85 ELEVA TI ON 13.87 FEET DA"UM MS L. t-----+---+-------------t------+---+----t-----t CON§TRUCTION PLAN FOR A VIARA AREA 5 -CT 90-09(A) APPROVED ~ t-:,--,---1------,---t-;r-::------:------,---------t-----r----t-,,--;cc,,:;;;,t-;-;,,:---I _AS${ PLANniNG DIREGf0]3 1-'s·fu7.:.:-<11.Lj1___rl-1'Ut-1'..L.l-'-/'11~\R:::.~-;,c>1''/Jc~=.-DLL:~L~,t,1•'~rl','--"A!t-.ll'"I/J'11:il,.-!J-<--..1'.af~1J;;CJ:cAc...1J."Tl~-•-+·--+----l.".'..8':--.5:.i·1_.·"7+-L--:1!:>'-----f Dl'IN BY: ---,---P-R-OJ_E_C_T_N_O __ --. DATE INITIAL / ..._□_ATE_~IN_ITI_AL-+-_D_ATE_~IN_ITI_A_L_, CHKD BY:___ CT, 9Q-Q9(A) ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROV1'L RVWD BY: DATE DRAWING NO 345-2L CMWD90-507 \ ' ' \ \ \ I I I \ \ J I I I \ 7007 I PF 17512 I I \ ' \ I \ \ \ ' ' \ \ \ \ \ \ \ \ \ \ \ ' ' \ \ \ I \ \ \ \ \ I I I ' ' \ \ i \ I \ I \ I I \ ' \ D\ \ \ \ \ ' \ I \ i\ I \ \ ll \ \ \\ 1\ C, \ , \ ll \ \\ \ \\\ \ \ \,\1\ ' \ \ \ \ \\~\\, \ \. I \ I \ \ \\ \ I \~ \ \.~ DRIVEWAY PERl~NG INEER'S -~.-"'+------'1----------\-~- IMPROVEMENT Pl.ANSl~~OT IN CONTRACT) \ ' \ ' I ' \ \ // i I \ I I I ( I J i I ' I ~ EXPANSIO \ ~\ \ --_ _j \ \ \ \ \ \ \ \ ' ' I I I \ \ \ I I I I I I ' \ I ' \ I \ ' I ' I I i \ \ I I \ D \ t\ \ 0 \ \ \ I G \ \1 1 ~ i UI -0 (49 5' D. G. TRAIL ---··_--_-.::co.,,~-----""' '7!: If ?,\,( lz 'i,. \ ..,, & -Ve, (2.. T~b-JL--,;,TL:,.~ TRAIL INDICATED ON SHEETS WITHIN SDGE EASEMENT SHALL BE MAINTAINED AND OPEN TO THE\PUBLIC IN Pt:RPETUITY "'.~LL AND FENCE LAYOUT NOTE: · ALL WALLS AND FENCES SHALL BE LOCATED ALONG EASEMENT LINES AS STAKED BY PROJECT ENGINEER IN FIELD. \ FOR CONSTRUCTION DETAILS\SEE SHEETS 38 39 &40 FOR CONSTRUCTION NOTES, S~E SHEET 41 ' ENGINEER OF WORK AVTARA 5 ........ ~ --........ 40 [[IB!IBOO ~mJ~M~ UHr; 60 ... . .. ·'----' 1\,f:,1~1c,;iis1i\1P1~ 1-B~ !J..~ lf3~ 1:~:1 .:i ~r ~ rs tr 11!::: Lf.!:1~ ~· ,,_ $910 UNIVf.RSITY CENTU LAN[ SUITE ~80 SAN Dl[<iO CAl.lf'OR~IA 92122 APPROVED FOR PLANTING AND IRRIGATION ONLY,· INCLUDING PRECISE LOCA'fION OF PLANTING AREAS. "AS BUil T" DATE CMWD 90-507 \ ' \ \ \ \ \ \ \ 1\ \ \ \ \ ' ' I I I 7010/ PF 17512 \ \ \ ' ' ---------- \ \ ' I • ' I \ \ \ \ \ \ \ \ \ \. -- \ . ' \ ' \ .. --------f-.... \ \ ' '·"•\'-. -~ \ ', \ I I I / i / I I ; / ' I I V . I t/ I • _,. I I T I ' I I I ! / I ' I ' / \ - ' I \ I \ TRAIL INDICATED ON SHEETS WITHIN SDGE EASEMENT SHALL BE MAINTAINED AND OPEN TO THE PUBLIC IN PERPETUITY. ' -L. i j / I I I I I I ·--·--. j I I ·-:::-,. .. . ' I• if··-._ '·f ' . I I / I 1 \ I ' ! )_ I i I I j /// \ / ' I • > / / ! I f--t-----+--, I I I ' I I I I I I I I I I I I ' ~ !1 i .. 1 I ' ' I / . ' t I .. ---~--------- \ \ I I I r / (F\ 5' ~ .. "-· ... / .... '1 i1 J 0 BENCH MARK llf-SCFIPTION 1 0 20 I I I / I • I 50 OC--0179 DISC ENO OF CA-CH BASIN LOCATIO~ ' l -. I" ' I / SET IN WEST ~ND OF SJU-H HEAJWALL OF 24'' R.C.P 4 MI .. ES EAST OF l~IF~SECTION OF LA C8STA AVENUE A~D SAXONY RJAD RECORD FROM: COUNTY OF SAN DIEGO JEPARTME'IT OF PU3LIC h □RKS REPORT SV0106 01 10/'.5/8~ ELEVA TI 0'1: 13.87 FEET OAfUM M.S.L ;.,_ !. I . / - /:_· 71 l ·-· --,. I j FOR CONSTRUCTION DETAILS, SEE SHEETS 38,39 &4 FOR CONSTRUCTION NOTES, SEE SHEET 41 I I I I I r--. I DF,AWN APPRO'ltD )08 NO. 96-_QL ::--c-=-----DA H SCALE I 'I' ('() J-Jj ,.., .... - 00[~ii[~1 '-:t v' : ~ [ ® I~ ~ [ [ [, I . ,.) . ·--.. ·_ j::---._,. ltJ 11.J IP ~:-.-·-·. --•--·ijB 11~1~@)§~1~1r1 , i Alt6CS1:~1 ::?J.@~:~j 1;;.~-.. :-:I $910 UNIVERSITY (f.NTfR LANE SUITI. SQO SA'\I D1rc:.o CAllFORNIA 9Zl.l7. 619·558·5?77 FAX 619•558•9188 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . "AS BUil T" RCE ____ EXP. DATE REVIEWED 8Y: INSPECTOR DATE ~ CITY OF CARLSBAD ~ l----+.-----+---------------T--T-11_1_1 ~ PLA DEPARTMENT ~ 1---+---+----------r--r-----i----r---i ~=='....':::::======~==-=========::'_--====; DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 'ONSTRUCTION PLAN FOR APPROVED A VIA.RA AREA 5 C.T. 90-09(A) OWN BY: ___ _ PROJECT NO. C.T. 90-09(A) CHKD BY, __ _ RVWO BY: DRAWING NO 345-2L CMWD 90-507 ) ' ' I I ! K I I ' -I I I \ I I I I t I I r I I I I 1 I I 7011/ PF 17512 / I I , I I I I I I I ( ,, .. ,._ ,i, \ ✓; j. r-1 I I I I I \ ' lli I I ~ " I 5' D.G. ' I I I I I I \ I I I I I I I I I I I ' I I I TRAIL - \jf I \ i , I I I I ' I ' I \ I ' I ' I I I \ , \ , I I I I \ , \ ,1/ / / I I I ,/ I / I I I i I BENCH MARK DESCRIPTION: 0 ' I 1 0 20 OC-0179 DISC END OF CATCH BASIN LOCATION: 50 SET IN WEST END OF SOUTH HEADWALL OF 24' R,C,P, 4 MILES EAST OF INTERSECTION OF LA COSTA AVENUE AND SAXONY ROAD RECORD FROM: COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS REPORT SV0106-01. 10/15/85 ELEVATION: 13,87 FEET DATUM M.S.L. \ I ' ' I I I FOR CONSTRUCTION DETAILS, SEE SHEETS 38,39 &40 FOR CONSTRUCTION NOTES, SEE SHEET 41 TRAIL INDICATED ON SHEETS W.ITHIN.SDGE EASEMENT SHALL BE MAINTAINED AND OPEN TO THE PUBLIC IN PERPETUITY, / I . _,, ··-....._ 1, ,, . ·•,, ..... ,_ • ', ., ,, ,, --- "• ---,~ ', '•,,, ·-.., ---..·· /' ', ~~~·-' tl ; ~ t~ !';,,_ ·-- ---,., - DATE INITlAL ENGIN~[R OF WORK REVISION DESCRIPTION " ' ·--., '"'"-....s. ·--I ---•, ,, ,, I '•-....., . DATE I / I I I _( / / / ,. DRAW"-.! ---, APfROVSD --· JOB NO __ OAH 5CALt INITlAL DATE INlllAL OTH(R APPROVAL CITY APPROVAL .. ·····--- -·---·····--· "'" ""'""""'" "' '\G-01 -- ·-·~- ~ 7 ~I ( ' ! . RCE AVIARA 5 ( u u ~~IB!~i11 ~OO@w1~ !Wt 8')10 UNIVERSITY CENTf.R LAN£ SUIH 580 SA.N DIEGO CA.LHORNIA. 91.122 APPROVED FOR PLANTING AND IRRIGATION ONLY,· INCLUDING PRECISE LOCATION OF PLANTING AREAS. , "AS BUil T" EXP DATE REVIEWED BY: INSPECTOR DATE CTfJ CITY OF CARLSBAD -PLANNING DEPARTMENT 3 CONSTRUCTION PLAN FOR AVIARA AREA 5 C,T, 90-09(A) APPROVED , /2"~ s-,-'/6 //"// Ac,0 I, r'LANNl1\/b DIREC-TOR ·····-~ DATE .._ ~--__ ,, -~-, DWN BY: PROJECT NO. DRAWING NO. CHKD BY: C.T. 90-09(A) 345-2L RVWO BY: CMWD 90-507 4' 4:. I ~ ~ ---+-- \ ill N I ~ !J~~~~~§~~~~e11;1~]=1~~ \ \ I I I I I I I I I I I /, ( I I - I I ' \ ~ ~---------+--+-------, '° ,0 <{------- <{------- / I I I I I I ;i- i I ) 4'-0" NOTE CONTRACTOR SHALL EOUALL Y SPACE CONCRETE BANDS 7' 1 '-0" TYP 12' \ \ \ \ \ ' •-•-..... ~ \. \ Layout Legend Symbol Description ' \ \ ' ,--, Align -<----Align . \ l~=eod I \ I NORTH 6' Recreation Area Layout Plan ; II= 20' 4'-0" 6 1 CURB PER IMPROVEMENT PLANS 2 MEDIAN ISLAND PER IMPROVEMENT PLANS 3 114" SAWCUT SCORE JOINT (TYPICAL) 4 1/2" PREFORMED EXPANSION JOINT (TYPICAL) 5 ACID El"CHtD CONCRETE WITH COLOR TO Bt SELECTED BY OWNER 6 SMOOTH TROWELED CONCRETE BAND -NATURAL COLOR (TYPICAL) Hummingbird Road NORTH 1" = 20' A Enhanced paving at Intersection of Hummingbird Rd and Private St '0' ' I I j ' / / ,, -,,r.,....,.....------...;;;,r---- r" ft==="=,=::r I I I t>-1 f-_,-----{_ I I I I I I I - I I s ' 0+t ft---' ---j I I / / / / f,, :1: !ll------'''-------j r , I I I I ) f ,, ,, / .r Pool \ I 10 \ \ ' \ ' \ \ \. 7f-.l' -fc:-c:·:;-n=::' ~;,:c-~~-\ ' \ \ \ NORTH Recreation Area Hardscape Construction Plan ; " == 20' -----.......... --.. ----~-" -~~-····----· Grading Legend Symbol C 0 Description Deck drain -see Detail Shee'. Land scape drain -see Detail . Sheet 4" rrg1d PVC drain line • 1 % min mum fall, 12" minimum cove• Direction of suriace 1low - 1% minim~m on pool deck Recreation Area Grading Plan i II :C: 20' ' D.'. :( INITAL -~~~ REVISION DESCRIPllON ENGINE:E:R OF WORK . ,,.,.,.,,,.,., ..... , '·'-'• .... , . ,_ '· / -,. ~~ • t 1, f 'ii ,,, .1·) DRAWN :l':,. . i; ; 1. .... "f I, -- i::.;-., ·',. " ,,rr~OV[D. "\"' ,' ~-I~•-.. , , ' -~,-a:t ' . ·:i;i;;~':'''" JOB• NO, DAH S(ALE ' DATT; INI TIA:_ DATT; INITIAL 017-<E;R ,l.PPROVA!. CITY AP0 ROVAL. ' . . Construction Legend Symbol Description E Expanslcn joint with mastic cap S 1 /4" sawcut score joint 1 15' selback from curb 2 Restroo:-n and pool equipment building per Archilect's plans 3 Sidewalk per Engineer's !~provement P!ans 4 Curb per Engineer's Improvement Plans 5 Retaining wall per Engineer's Grading Plans 6 Pool 7 Spa 8 Standard white pool coping -see Detail , Sheet 9 Pool deck -integral color concrete with modi'Jm rock salt finish -color to be -selec~ed by Owner 10 Medium broom finish shiner bands -integral cclor to bo selected by Owner 11 5' wrought iron fence -soo De1ail . Shee1 12 4' wide wrought iron gate -see De'.afl , Sheet Note: Con,racior sh;!II submit shop drawings for pool and soa, showing all steps, railings. deptl~s. etc. Pool and spa shall be constructed to meet all requirements of tr'e Americans with Disabi!i!ies Act. 96-01 8910 UNrvn~rTY Ci::NTER lA.Nt Sun~ 5~0 SAN Ol[C:0 CAL!rOJtNIA ?.l!7Z 6!?•5S!:l·8?77 APPROVED FOR PLANTING AND IRRIGATION ONL '!, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" RCE EXP. DAE RE'-'1EWED BY: INSPECTOR DAT( I 3E8T I CITY OF CARLSBAD I s431s I . PLANNING DEPARillEN-:- CONSTRUCTION DETAIL FOR -- AVIARA AREA 5 C.T. 90-09(A) '715fe.f. ' APPRDVC:D t;;-C,.-96 I AC:q DI ""ININC:,, DIRECTDR._____. ~ DAE D'i.N BY, P'<OJECT r-sO. DRAV.,~G .~O. CHKD SY; RW'J BY, CT 90-09(A) 345-2L 4 LEGEND LEGEND 1. VEHICULAR PAVING, SEE PLAN FOR FINISH. 2. CONCRETE HEADER -12" WIDE, DEPTH PER STRUC ENG 1. CONCRETE STEPS, FINISH PER PLAN. 3. 112 REBAR @ 24" O.C. 2. NO. 4 REBAR CONTINUOUS. 4. GREASED PVC SLIP JOINT WI 12" ii", REBAR DOWEL 3. NO. 3 NOSEBAR TYPICAL. @ 24" O.C. (TYP) 4. NO. 4 REBAR AT 18" O.C. 5. SUBGRADE IN VEHICULAR AREAS PER SOILS REPORT. 5. 1/2" RADIUS AT STEP EDGE TYPICAL. 6. 90% COMPACTED NATIVE SOIL IN PEDESTRIAN AREAS. 6. EXPANSION JOINT PER DETAIL , SHEET 7. COLD JOINT, UNLESS NOTED. 8. ASPHALT PAVING 9. #3 REBAR @ 3" CLEAR w VEHICULAR PAVING f s'-o" e><> -r7'f"--· ·-·-···-····· -···---·---·----··-·-··"-····----.1'· AU-FD""J'S .J ___ I --·---- ~ r ' ' I )\ = ;t----~-::= ___ :::;: __ , __ :;:1::_ ~~~ -~·,,___; r, J_ ~r~ ~ 7 ---. ---T ___ j ____ ,,____~_ i / f c=c-~=,;T=c• ~--~-~~-----·. ·--· ___ .. ,_ -~~~•"=' ==•--;i-~ A\ ...,,~.<..o.i<_.:/ -;,/ - • ' ;,• •• 0 ~ /-. ""-==' :·' / ~--· ::::;:: C::.J ,.J. LC\ ilill... 1.·:':;,_,~ ..,....._ i ~ .\-~. l>J.L·-~·.:) im·· :-~----7 --- 11 ~ , -· ~ -••, ·- ~ -··-- L,~GEN.D 7. ADJACENT PAVING OR PLANTING AREA PER PLAN. 8. COMPACTED SUBGRADE. MAXIMUM (2) RISERS W/ 5' LANDING BETWEEN EACH SET OF (2) RISERS. ® CONCRETE STAIRS B------ 1. 1" SO. TUBULAR STEEL FRAME. 2. 2" SQ. TUBULAR STEEL POST. 3 3-1/2" SW. TUBULAR STEEL POST@ CORNERS AND ENDS OF FENCE. 4. 5/8" SO. TUBULAR STEEL PICKETS@ 4" O.C. 5. CONCRETE FOOTING, TYP. IN SOFT SURFACE AREAS. 6. COMPACTED SUBGRA0E. 7. CORE DRILL & QUIKSET EMBED IN WALL MIN. 12". 8. RETAINING WALL PER DETAIL. 9. POOL DECK. NOTE: All VIEW FENCES SHALL BE STEPPED AT PILASTERS AND TERMINAL POSTS UNLESS LOCATED ON A 2:1 SLOPE, TH EN IT SHALL RUN PARALLEL TO SLOPE. LEGEND 1. 3/8" W, SCORE LINE, 1" DEEP, 1/4" RAD:US AT EDGES. 2. 4" NOM. CONCRETE PAVING, FINISH PER PLAN. 3. 1/8" W. SAWCUT, 1" DEEP. 4. WATERPROOF SEALANT COLOR TO MATCH ADJ. CONCRETE PAVING. 5. 1/2" THICK EXPANSION FELT. 6. 1/4" RADIUS AT EDGES. : © __ CONCREIE __ PAVING_ I I l I ' ' ( ' I w I i :/4'. CA";:;r I FlON. Sf'l!A.F,. 'It-117 Jr,! e, 111----CAoT I FON J.-!.NuGl4.-E' "" 2'5! /;/~(A.ST IFZClJ ~CAP#' Poe,-2. 11, 1 NOTE: ALL VIEW FENCES SHALL BE STEPPED AT PILASTERS / / AND TERMINAL POSTS UNLESS LOCATED ON A 2:1 SLOPE, , / .,......,__,,._ THEN IT SHALL RUN PARALLEL TO SLOPE. / ';s .... ~ , I ~ t +PA1_1,.,,_-__ -~ h.-+--. Yt'' <; PIC.l'-ET'5 -+-+i----l---'2'=-"~t1r!.c"<:'C':'--":; ~cc,:., ,1.----CONC'lETE FOOIING 8910 U""lVl'.•SnT CCNTER LAN'{ SUtrt: SSCI SAN DHGO CAllf01n.11A 92 r 22 @-T_UB_U_L_A_R_S_T_E_E_L_F_E_NC_IN_G _____ _ ® . WROUGHT IRON FENCE APPR0\1ED FOR PLANTING AND IRRIGATION O~L Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1011/ PF !7o!2 71------+ 1 ~ ,, . J:) o· r'i 0 0 o" CD ® @ © ® ~ ® 3" DIA. BRASS DRAIN GRATE IN CONCRETE DECK-AREAS (SEE LEGEND) · 3" DIA. PVC RISER· LENGTH AS REQUIRED DEEP POUR EDGE WI #3 REBAR CONTINUOUS PRE-FORMED EXPANSION JOINT WI WATERPROOF CAULKING PVC TEE -OUTLETS AS REQUIRED DRAINPIPE· SEE LEGEND FINISH GRADE -MINIMUM 1% SLOPE TO DRAIN INLET 95% COMPACTED SUBGRAOE ®---·_o_EC_K_D_R_A_IN _____ _ ®\---c~-----, .. ,. .-•2 ... ' ' ' ·-'"~_,,,_,,;;-..1, . K;~' I -;;;_:._ (j)f----_f: 8:ill -1~1i @>-------IH--1--) .• \ / \----a '-----G=i{I ~~--~~ =;;:;..---~ 4 G" DIA. ATRIUM GRATE IN GROUND COVER AREAS 6" DIA, FLAT GRATE IN LAWN AREAS 6" DIA. PVC nlSER ~ LENGTH AS flEOUIF.lED CATCH BASIN· OUTLETS AS REQIJIRED DRAINPIPE" SEE LEGEND, MIN 1% FALL FINISH GRADE -MINIMUM 2% SLOPE TO 0 RAIN INLE 90% COMPACTED SUBGRADE SCA I., E. CATE INSPECTOR DA TI: i----t--+----------+----+----+--1---l ~ CITY OF CARLSBAD: I SHEETS I ~ · Pl 6"NING DEPARNEN~ i 43 t------+--+-------------1------+----+---I-~ CUNSTRUCTION DETAIL FOR A VIARA AREA 5 C. T. 90-09(A) ®-LA.:.....,_N--=-D--=-S.....:..C.:........A_P E....::.--=-C_A_TC....::......:..H-=8:....:...A-=S.:.:_I N..:..____ f---t---+-----------1----l---J-----+--~~AP=PR~O~~D.c.c.~'M~~E,.2.~~,Jl_=--~-5 ~-96 l---+--+---------------+----1----+--i--____j 'ASST. PLANNlr:JG DIR_E_c_ro_R_=--=--=--=-=-·=-=-~=-,;-;:=::::'D=A=TE=::; r-----:::---+----,---+---------------+----1----+--i--____j Dllli BY: -~-I PROcECT NO. f)AY'E 1Nll1AL. DA"f! INITIAL DATE JNJTIA). I REV1SION DESCRIPTION f-=-:.:..:C:..-'-'"-"-"'=-4--"..'..'..'..c_.J....::..:.::.:::::...,i CHKD BY: 1· C.T. 90"09(A) cNGfNEER Of WORK O-:-HER APPROVAL OTT' APPROVAL RV\11) BY: ORA V.,NG f-10. 345-2L CMWD 90-507 l ,( riOfE. ', "-'HEPE-ft"~-11<A~,;. SL-..-rpe:-1 f?Ai l-'S ~L furi F/f'AL-~L w/ s.ore P?irtf 10 1-"'ffvi-t S]UCCo ~ WALL~ ALTERNATIVE BID 5rANDARD 4X4 REDWOOD posr @.8'-0' 0.C. MAX. FOR ALL PRIVATE WOOD FENCES. ® 5' WOOD FENCE .. ,,._ ; ~ ' . •-' · ...... . .. IP ..J'<''----~-'-"--':J----J,LC> I N01t : ''q"Sf" l,.U:.l...L.i::,. c,,, N E6 E ~ @., f'l/..2h~P:::,. ELEVATION f-.l-")n2Nf:/b-"f-'D 'i' ':c-Hof PP)-.WJNb «:, ""TC> f¥ 1']q::f/ff'l? f2F-C,t.is,;c,oN 13:>NP ff-AM D SOLID MASONR.Y WALL NOT TO SCALE · 1/ PF 17~12 - I/] l 1 _, --• ~ ---:_ill . ... . ·-·~ -, • '· J.' -==-- 1 l 1 5-e" To Pi'{U;.+~ ,SECTION -ti Cl - s9 1 ( I N:'.> TS: ,..le. LL to.Wt:? F"-a-1 C!.,f== """i-b u- .:. · .... ', I•, ~ ~ f' e f1U:,..ST°92-', w~e.. ELEVATION ~U... 4-FE \J c.F--Tl2,b-VE, f2-<'.,)s A 4.....C> f"'E'. 'DfoFi,lc,u__N-1D ~~IL~~ ~ ~),\, J cJ-' 4' ~ PILASTERS SHALL BE LOCATED AS INDICATED ON PLANS ' lfl-4 ~~E)b.jZQ~-------.a C.OF?, iJ E:'. IZ- ~ -,.: 9 >< k'.p cc,,_L.},-i J ~ , . " . . ~row T f'IL--L-I s:/s";".,fuc,:.o f!N!-Si--l ~ 1 CO',.£'f2· -ro i'-'\f<'!Ctl f/i?)'IN& M;>;;oNP,Y . fl L#Tlcf' ~C.C.O "oC.,fc'. BE.D _ __,,, >=1J b~ qf:'..be>~---- C.O t-)CF-"E-T.,; ~I~ .. ,, .. ~,-. . . ' , j • B MASONRY LINE PILASTER NOTTO SCALE WALL MOLblNG, STANDARD GREY, J-9-3-F, CALIFORNIA PRECAST STONE, !NC. (619) 443-3863 STUCCO-FINISH TO BE SELECTED. :..Lfil___ ~ MASONRY WALL, PAINTED METAL LETTERING BY OTHERS~ r-----12" ADOQUIN TILE PLANT-ON, PLACED AT 45 DEGRE! ANGLE -COLOR TO BE SELECTED --------------·-···· 3 , -... ., ---',l<-----,f- c, c( NOTE: ALL VIEW FENCES SHALL BE STEPPED AT PILASTERS AND TERMINAL POSTS UNLESS LOCATED ON A 2,1 SLOPE, THEN IT SHALL RUN PARALLEL TO SLOPE. LEGEND . .. @---=E ___ N~TR::..;...Y--------=-=M'""-O=---::.__N-=-U--.:.Mc;__E_N_T ___ ~---- 1. CANTILEVERED DECKING/COPING WI HAND HOLD. © POOL COPING/CANTILEVERED DECK 2 GUNITE BOND BEAM. 3 6" SCUM BAND, POOL TILE TO BE SELECTED . 4. POOL PLASTER. 5. #3 REBAR DOWL 18" O.C . 6. 1/4" PREMOLDED EXPANSION JOINT SEALER SHALL MATCH COLORED PAVING. 7. WATER LINE. 8. 95% COM PL.ACTED SUBGRADE. F DECOMPOSED GRANITE PATH <ll*, ' I, ' ' j ,:, ,, '!,-1--'f); I ., 1:-, ''·\," i . " / ... ,:,~",.._ '·• .. -.. ~>i,,;,", ' -~,, .. ,.,,,,-"_,., ,. I ' I ' DATE INlllA:., DA TE lNIT:AJ... E~GIN[[R DC WORK REVISION DESCRIPTION OTI-<ER APPROV'-L SAN Dl[GO CAL!TOJ:NIJ., 91121 t,.,.~5~·89/7 fAX 41'1•l'H!•91~19" SECTION APPROVED FOR PLAKTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. N.T.S. . "AS BUil T" ' . . . , DRAWN CATE APPROVED, RCE EX". . RE'1[W(D BY: [OB• NO, 96-01 DATE SCA\,E INSPECTOR DATT:: I 4OT I CITY OF CARLSBAD SHEETS I 43 I . PLANNING ~EPARWENT I CONSTRUCTION DETAIL FOR I AVIARA AREA 5 I I C. T . 90-09(A) .,... APPROVED c&~ lij! 5-t,,-fh I P-SST. PLA · ~ h n,,.,,.,...TOR SATE OlvH BY PROJECT NO. ORA 'MNG NO, DATE ,' INITIAL CHKD SY; C. T-. 90-09(A) 345-2L RV\\Q 9Y: CHY APPROV'-l. CMWD 90-507 CARPENTRY 1 Alt lumber shall be red wood or cedar, fencing grade or better, unless otherwise indicated. 2. 3. All lumber shall be milted, resawn, unless otherwise indicated. Alt connectors, anchors and accessories, including nails, shall be fabricated structural steel and shalt be ho'. dipped galvanized. 4 5. 6. All surfaces shall be allowed to weather naturally. All gates shalt be self-closing with steel slops. Contractor shall apply (2) coats of Olympic semi-!ransparent weathering stain to all wood. 11/ PF 1/~12 1 POOL ANO SPA NOTES All pool and spa construction shall be in conformance with local and state codes. Contractor shall be responsible tor obtaining all health and any other required permits and the structural and equipment detailing required to obtain these permits. 2. Contractor shall submit shop drawings showing pool and spa depth, construction and equipment locations for landscape architect's review prior to construction 3. 4. 5 6. Pool contractor shall coordinate installation of equipment and piping wi1h the general contractor. See construction plans for location ot pool, spa and fountain equipment. Contractor to submit as-built drawings of all piping along with a complete equipment lis1 to the landscape architect at the completion of work. Contractor shall protect adjacent work and materials, Remove all nJbbish and accumulated materials and leave work in clean, orderly and acceptable condition. The Contractor shall leave the entire plumbing system installed in this contract in proper working order and shall without additional charge, replace any work or material whid1 develops defects, excepting ordinary wear and tear, within one (1) year of the date of acceptance by Owner. Pool plaster sh811 be white. unless otherwise noted. 8. Tile for 6" min'mum (see etev2tion) pool scum band to be 3" chlorine resistant glazed tiles with white grout, unless otherwise noted. Tile for 6" spa scum band to be 6"' chlorine, resistant glazed tiles with wt1ite grout (colors to be selected by landscape architect at time ot ins'.allation.) 9. 10. , 1 . Filters for pool and spa shalt be fiberglass reinforced plastic, high/rate sand filers (Swimquip HRS series or approved equal). Heater shalt be 625K BTU rated for pool, 333K BTU for spa. Chlorinators for pool and spa shall bo Rainbow T-320 or approved equal. 12. Skimmers shall be commercial type with flOat and check valve, 1 1/2" thread (Swimquip U3865S or approved equal). 13. Returns from fitters/ heater shall be as follows: pool -18"' below water level and 5' minimum frorn skimmer, i 0' rn:nimum separation_ Spa -12" minimum below water level and 5' minimum lrom skimmer. Flow meters for pool and spa shall be btue- wl1ite F-300 or approved equal. 14. Poot pump and lights shall be on separate 24-hour timers. 15. Spa shalt have one 2 HP jct booster pump with jets as shown on shop drawings. Jets shall be adjustable tor direction. Vary height of spa jets and spa bencl1 for a variety of jet elevations. 1 • 2. 3. 4. 5. 6. 7. GRADING ANO DRAINAGE NOTES All surface drainage to be away from all footings, foundations and building walls at miniml,.'m ot 2°/o. Cross slope walks and paving 2% minimum, unless otherwise noted. Surtace slopes shall be a minimum of 2% to drains in alt planting areas. Specimen trees shall be in p'ace prior to installation of drain line. Drain tine placement shalt be adjusted around trees. Lay drain lines with 2% minimum fall use rigid, nan perforated drain pipe. No corrugated types is to be used. Round toes and edges of all slopes. Contour slopes between walks and bui:dings. Drain swates are to be installed between base of slopes and walks, paving and buildings. Refer to Civil Engineer drawings for additional grades and information. Verity on- site and report discrepancies to Landscape Architect before start of any work on this contract. 8. When perforated drain pipe is specified, perforations in pipe shall face downward in lronch. 9. Verify alt invert elevations at proposed tie-ins prior to installation. Make any adjustments as necessary to allow 2% m:nimum fall for required drainage of lines. 1 O. Ail top-of-grate and invert elevations indicated are approximate. Verify in field to insure 2¾ min. 11. Consult owner for FS of entry stoop in reintion to FF of building, Entry stoop to be a minimum of 1 ·· below stucco screeds. 12. Contractor shalt ensure that earth mounding does not interfere with swales depicted on civil engineer's grading p'an. 1. 2. 3 4. 5. 6. METAL FENCING / GATES Fencing shall be seamless steel tubing, grade B, conforming to ASTM A501-81. Landscape Contractor shall secure all field measurements required for proper and adequate fabrication and installation. Fencing and gates shall be fabricated and assembled in the shop to the greatest extent possible. All welds and other connect;ons exposed in the finished work shalt be ground and dressed smooth and so that the shape and profile of the item welded is preserved. Gates shall receive heavy•duty spring loaded hinge assemblies with self-latching hardware. Refer to notes for finish. All surfaces may be prime coated with synthetic, rust- inhibiting primer or galvanized or powder coated. Final finish shall be electrostatically applied of two (2) coats ol a lusterless a!kyd enamel. Color.to match existing wrought iron site fencing. 7. All gates shalt be sett-closing with steel stops. 8. Wrought iron connections to be continuously welded. Remove all slag and splatter. Tubing to have ends welded closed. Grind all welds smooth. Use galvanized steel. Paint welds with 1 coat ZRC and 2 coats 'Rust•o•leum' or equal. Color to be Frazee 5525N (GEOD). 9. 1. 2. 3. 4. 5. 6. 7. 8. 9. Contractor shall provide (1) one pan et sample of wrpught iron fencing for approval. · REINFORCED MASONRY Concrete block units shall be medium weight and comply with ASTM C90, grade N. Provide deep-cut bond beam units. Retaining waits and walls below grade shall be grouted solid. All cells containing reinforcing shalt be grouted solid. Immediately after grouting, consolidate grout using mechanical vibrating equipment. Roding will not be accepted. Mortar shall consist 01 one part Portland cement. 3 1/2 to 4 parts sand based on dry loose volume, and not less than 1/4 part nor more than 112 part lime. Grout shall be 2,000 PSI minimum, proportioned 1 cement, 3 sand, 2 pea gravel. Reinforcing shall comply with ASTM A615, grade 40. Lap 40 diameters. All stucco watts shall be water seated with thirty (30) days of stucco color coat. All stucco shalt match existing site watts in color and finish, except as noted. Stucco color on sq. pilasters & walls shall be Expo-23 painted over with Frazee 5362M. Contractor shall submit a 2' x 2' panel w/ a representative stucco color sample for approval. CONCRETE 1. Concrete shall have a minimum compressive strength in 28 days of 2,500 PSI. Cement shall be type 1 _ 2. Reinforc!ng shall comply with ASTM A6 t 5, grade 40 or to notes on details. 3. No pipes or ducts shall be placed in concrete columns, waits or slabs unless specifically detailed. 4 5. 6. 7. 8. 9. 10. 11. Reinforcing detailing shall conform to the Concrete Reinforcing Steel Institute "Manual of Standard Practice," latest edition. Reinforcing, anchor bolts and all other embedded items sha!I be securely held in position pnor to placing concrete. Walls and columns shall be doweled from supports with bars of the same size and spacing. Splice continuous reinforcing with 40 diameters minimum tap. All expansion joints shall be 1 /2-inch pre-mo!ded felt material and ins'.alled where indicated, and at all buildings, walls and fixed improvements. All expansion joints shall receive 1 /2•inch thick sealing compound. Color to match adjacent surtace color. All concrete walks shalt receive a medium broom finish, unless otherwise indicated. Score joints shalt be tooled 1/4-inch wide by 1/4-inch deep as indicated. 1. 2. 3. 4. ELECTRICAL NOTES Contractor to provide and_ install a complete and operational electrical system utilizing the spec1f1ed equipment and fixtures or th~ir approved equivalents, Contractor to_provide all necessary labor materials, tools, equipment, coordination, and supervision with other trades, regulatory entities and utility companies as may be_ requ1red to provide an electrical system based on t~e standards of the uniform bu1td1ng code. Contr'.'ctor to provide for all the necessary trenching wire and/or conduit runs, electrical panels, pedestals, low voltage transformers and all and any attendant appliance to the system. Contractor to provide "Design Build" drawings and specifications to the owner for approval. DATE INlliAL ENCIN((R OF l',\JRK RE\llSI0N DESCRIPTION " " I ' DA TE IN!TlA).. OTHER APPROVAi. a~ 4 -1'-t. r; -4.,. -1 '1 DRAWN AP:>RQV(.D, JOB• NO. 96-0 l DAT[ ' SCA L,f_ C[J ' S:'911) UNIVUSITY C(NHR: lANr ~Ul'f[ 530 SAN Dl[GO (AllfOP:-.:" '>1111 6!9·558•8977 APPROVED FOR PLANTING AND IRRIGATION ONLY, ' INCLUDING PRECISE LOCATION OF PLAN'fING AREAS. "AS BUil T" RCE EXP. DATE REVIEWEJ BY: INSPECTOR DATE CITY OF CARLSBAD SHEETS . PLANNING DEPARTl.lENT 43 CONSTRUCTION NOTES FOR AVIARA AREA 5 C. T _ 90-09(A) _,,.-., APPRO'vf..D 0 ;:jj/ft{J!_ s-t-y£ ASST. PL.6_ ING D!8_ECTOR DATE - Dllti BY: PROJECT NO ORA'MNC NC. DATE INITIAL CHKD BY: CHY APPROVAL R\>\\O BY: C.T. 90-09(A) 345-2L i CMWD 90-507 7011/ PF 17512 OAK TREE TO REMAIN ~--~---,--~-i---- OAK TREES TO BE REMOVED QUERCUS AGRIFOLIA TO BE ADDED > Q;' 0' I lf) ' 0' r-s: G' >---~ I'-'- '-'' ~ "' / -........ \. ( I ,_.-l ' , \ r~-..___ \ '- , I \ / f) 1-~ JI '-I '-// ' ' ;I ' '-"' ......, _,,,; .J .,,., 'C, l-... ...... ,, '-. ' \ I '- I '- \ I \ '-\ \ '- \ '-'-I '- I 6' \ ;, -G ' ' ," ... '" ~ '\ ~ •\I '\ ',_,, \ \ ,11-11 I ' ~ \ ,. \ -zA'' I -1:,b' Q "© ,~,.--\,r-r--. ' . ' ' \ ... ... '-- ,--------.-24" -40" CALIPER OAK TREE TO BE REMOVED ,__ 24' = 40" CALIPER .,.,.---6" · 23" CALIPER ... ... ,-----24" · 40" CALIPER '-I I / ( / I I ' I OAK TREE SUMMARY ( 8) (4) (4) ( 3) (10) EXISTll\JG QUERCUS AGRIFOLIA EXISTING QUERCUS AGRIFOLIA TO REMAIN EXISTING QCERCUS AGRIFOLIA TO BE REMOVED 36" BOX QUERCUS AGRIFOLIA TO BE ADDED 24" BOX QUERCGS AGRIFOLIA TO BE ADDED DRAWN __ , Af'::'R.OVE.D, ' LOB'NO. 96-01 DATE. ' Sc;A:..E. ~ 2 1!1911) U~tV!:RSITY C.tNT[R LANI "iLIIT( 5:to SA.N DIIGO CALIJOR1.'IA. ')2112 APPROVED FOR PLA"\fTING AND IRRIGATION O>l'L Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" RCE EXP. DAE R[v1(W(D BY: :NSP[CTOR OAT( CITY OF CARLSBAD I s43Ts I Pl 6~1N[Nr:c:: DEPARThiENT . EXISTING TREE PLAN FOR AVIARA AREA ,... 0 ' C. T. 90-09(A) APPROVED /_.,-; '~/2; 5"-,-9£ I I _, , -- -\./" DATE DY,tJ BY: PROJECT NO. DRAWNG NC. I DATE INlilAL. DATE INITIAL DATE INITIAL CHKD BY: C.T. 90-09(A) REV1S10N DESCRJPTlON 345-2L , ENGINEER or WORK OTHER APPROVAl ClTY APPROVAi. RI/\\V BY: CMWD 90-507 b I '01 ti PF 17512 ----------------------------------------------------------~! LEGEND ,. --~-•~~-a~ ~ ------ ••••;.h;.hn•••••n RECLAIMED WATER POTABLE WATER SEWER STORM DRAIN RECLAIMED 'vi ATER PRESSURE IRRIGATION LINES / / .... .... r I / / .... .... 'CROSS-OVER' LOCATION FOR RECLAIMED WATER PRESSURE IRRIGATION LINE AND POTABLE WATER LINE (TYP.). SEE SIIEET I, RECLAIMED WATER NOTES, NO. 16, FOR SLEEVING REQUIREMENTS. ·, DRAWN APPROVED. JOB• NO. 96,01 DAH s CAsL 8'}10 UNIV[IU,tT'I' C[NTf.R. LAN[ SUlH "so SAN DHGO CAllTORNIA '11212? 619'•'i58•89'77 fA;( 619'•,;.58•9'1198 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE EXP. DATE REv1E'll[D BY· INSPECTOR DATE ~ CITY OF CARLSBAD t=====1=====~================================;=====~=====~====~====~ l...::::_J PLANNING DEPARmENT DA TI' INITIAL ENGINEER OF l','("11( REV1SION DESCRIPTION UTILITY MASTER PLAN FOR AVIARA AREA APPROVED D""" BY;~---0A TT: INITIAL DA TT: INITIAL O<KD BY: ___ _ Ol><ER APPROVAL orr APPROVAL Rv'Ml BY: 90-09(A) PROJECT NO. C.T. 90-09(A) DRAll-1NG NO. 345~2L i I CMWD 90-507 I