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HomeMy WebLinkAboutDWG 321-3M; CT 90-05; AVIARA PLANNING AREA 7 RECLAIMED WATER; L1-L21GENERAL NOTES RECLAIMED WATER NOTES 1. 2. 3. 4. 5. 6. 7. 9. 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" (OCTOB€R, 93) ' ' . ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC., SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATIER. NO PONDING, RUN-OFF OR OVER-SPRAY IS PERMITTED. HOSE BIBS ARE STRICTLY PROHIBITIED. ON-SITIE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WA TIER LINES IS STRICTLY PROHIBITIED. NO SUBSTITUTION OF PIPE MATIERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATIER DISTRICT. ALL ON-SITIE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 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 SUPERVISION PERSONNEL ON SITE. PROVIOE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. PRIVATIE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER,WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTIEM OPERATION, IS STRICTLY PROHIBITED. 11. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET, AND PRIVATE LOTS. 12. QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICiS RULES AND REGULATIONS. 15. ALL POTABLE WATIER ANO RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STIENCILING 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. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. RECLAIMED WATER SIGNAGE NOTES "SANDERLING" 1613 BACCHARIS AVE. CARLSBAD, CA. 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 8-1 /2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FDR RECLAIMED WATER USE /. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:0D A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. :z. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPUCA TION RA TE SHALL NOT EXCEED THE INFILTRATION RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. TI-IIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AU TOMA TIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3, ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS Of THE PRESENCE Of RECLAIMED WATER. PERSONNEL MUST BE INFORIYED THAT R.C.WATER IS MEANT FOR IRRI. FURPOSES SYSTEM (PRIVATE) SHEET INDEX SHEET NO. TITLE L-1 I TITLE SHEET l-Z-{ L-3 ~Ne ~ L""\-"'f [;---~ ~TICIJ ~ 1...--C. #,..,. l.,-i D =~not-.l ~LS i;l I ,e L-I2. l~E¥170..J r'l-t'+let L:-I?> i>( l.,-I t I~1¥-r1a-. C'"d:lt""IL.& L,..-1'5-{ ~,~ 111::.i.:.~noi,1 91 • ➔. 1.,--17~ l.,-ll'.J ~n~ ~ Lc--A --<.L--:20 ~,,~ Bl s I!;, 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. ONLY, AND.IS NOT APPROVED FOR DRINKING PtFPOSES, HAND, TOOL, WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLDYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS 11\'FOR· L-:2..J 1 ~RJ.G-~-;-rO,j P\.._....Nl 1i-..:::-. ~~ ftf>NTI~ ~ i=> e-T"",.., I * 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST ANO COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTh1ENT OF HEALTI-1 SERVICES PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. QUICK-COUPLING VALVES SHALL BE 1 INCH NOMINAL SIZE NELSON #7645, WITH BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE OF 150 P.S.I. OR RAINBIRD #44 NP, B, IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING THE VALVE. C. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK-COUPLING VALVES. IT SHALL BE PURPLE RUBBER OR VINYIL. D. LOCKING COVERS ARE REQUIRED. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. ~ 22. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. 3lE_ 23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN TIHE 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 PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY C0NTACT __ L_O~U~O~C~H_O~A~_AT 619-930-0722 OR AFTER HOURS CONTACT LOU OCHOA AT 714-479-5458 rr. MATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. r IS Y(XJt THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EOU ATING EACH AND EVERY ONE OF YOUR EMPLOYEES. (o. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO.AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A-TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS; I. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP QB_ 1. ATTACH TO SOLENOID WIRE DIRECTLY OR 'MTH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. A_L ~PRINKLER liEADS S11AI.L BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS, EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITI-1 BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: E LANDSCAP I HEREBY DECLARE THAT I AM ARCHITECT OF WORK FOR THIS PROJECT, EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. THAT I HAVE . INSPECTION PROCEDURES 1 • CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. B. C. D. E. F. G. LOCATION OF PIPE LINES. TRENCH DEPTH. REQUIRED SEPARATION (HORIZONTALLY ANO VER77CALL Y). PIPE IDEN77FICA TION. POINTS-OF-CONNECTION (Poe's). LOCATION ANO IDENTIFICATION OF SPRINKLER HEADS. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING (IF RECLAIMED WA TIER IS USED FOR CONSTRUCTION). RECLAIMED WATER OR PERRY DEVLIN 714~479-5391 ITEMS NO's 8 19 a 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL 'JSE OF RECLAIMED wl:.'rtR. ITEM NO 22 THE SIGNAGE PLAN SHALL SE A PART Of THIS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFlCA TIONS BY THE CITY OF Cfl,':'.l98.AO,Ai© THc cowrt "r "IW 01"60 A;'"r.cNVI~-Hc,AL-17(_ IS GQtlFJNED TO A REVIEW ONl. y AND DOES NOT RELIEVE ME, AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE As LANo?;;cA-PE ARcHn];QI oF woRK. oF MY REsP0NsIB1L1TIEs FoR PROJECT DEsIGN. oBTAINED FROM THE c1TY AND THE DIsTRIcT. ANo BE FoRwARDED To THE couNTY HEALTH OEPARTh1ENT PRIOR TO FINAL INSPECTION APPROVAL. IP BUT THE ACTUAL SIGNS a TAGS WILL BE IN T "( ,. ALl.E l JUST PF;IOR TO ACTUAL 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: •Y USE Of R.C. WATER. RADMACHER ::;. 24. SHOW ALL PUBLIC 8 PRIVATE POTABLE WATER MAINS ON IMPRO'/El,l(NT PLAN~. ASSOCIATES, INC. A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO Landscape Architects DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND (714) 832-1774 • fAX (7141832-5721 PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. 14841 Yorba Street, Suite 204 • Tustin, CA 92680 B. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. [I] rRANK D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, rO<./'</<. COGO NO(S): /0//. C/1-. 5/31/'{!jJ RUNOFF, AND PONDING. REGISTRATION EXPIRATION DATES: ~fvr<.Pl.f. BACKROUND E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. / 1 " 13(.flC. /<-, LETTERS F. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. I· 36" ·I WARNING RECLAIMED WATER \-~NDSC,1pf I I (N. T.S.) / DO NOT DRINK I& c1 3. ANNUAL INSPECTION SHALL INCLUDE: ,. I REilMED ,:y Frank W. CJl ~ R~r ~ ,_ -,-,_ ....., 1"' ~ A COMPLETE INSPECTION WHICH SHOULD COVER PART A AND PART 8 (-{ P/ll"T "') Or r WARNING WATER rca , t'f', DISTRICT FINAL INSPECTION. DO NOT DRINK I.Li ~ r71' ~ ~ • a: • 1 :;_, vi • ~ • ., ~"''117JJ "' ,.: -REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & -7: ~ -I •• .J ~ M~~ ~ ~~~ * DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. fll!l!IJ ~ TH!!' R\~'.M,;2 "~~TER · E OF CAL\\c,'i' ' N~OMAR AVISO-AGUA IMPURA CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES NO TOMAR NO. DESCRIPTION \__2. 1. r:,1-,AGf<. LETTERS .,,_ / 7.✓.. -< ~ . /·JD-tJS -I ./. 12· 36" X SIZE fl 1-f', C /". LETTERS WILLIAM E. PLUMMER DI~ 1 RICT ENGINEER DATE .016 ALUMINUM, .060 ABS PLASTIC 18" X 18" SIZE R.C.E. 28176 OR STICK-ON VINYIL SIGNS .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS SJz_DIEGO c~~J DEPARTh1ENT TYPICAL SIGNS ·-,t:J l-'?L-'75 APPROVED BY: GjlllO YEK"ffA __ ,. DATE ' ,. APPROVED ,·1_:;ttt"··:.i-;.:,."··~· ,.·.·· ,,.,·,,/'i,_,,,·•:'., : ,, '' ' ', -:,: y ,_, Iit~::ili'~~X-"'.:.:g=.:,; .;_.,:1:;;f<>¢•.,:§~:) fd':.F':f<:' .-r.q~~:;.:}1~,_"\~~\7:1i{:::·~'~~~;E!f=i·q!:~~r:,?f~%~r,'.~~E]Tk,y}:fz~:;;11 ~~?1l::,;r;,~2,~jij~'<,,:F·;_p~~JJK'.·'.~-: . (-;:, - ,.~ •· · ... · ' ,. • · •· ··' •·· _,., • ...,,, • ' ~ • •·.' ,. " ._,.' -·-·· ,. · • . .> · ··, ,,,,., •· ·' ' "' · ''isi\1--iit O' ·-+-t~-' '···'t•···"·'''"· , ... ·,•l'i :: .. ·-:~-:~.,,:;,, ,.,,., ,;.. ... , ... 1· .... ·, "···••: ni.-' ., .. _--, · ·'•''··"'f"''·' · · ·,\" ',~..,;---•, .. ····· •. · 8. •.•:-,_,_., .... · • · ·, ··· "··· ''•,;" .,.,: ·"" ·' : .. ,,.,..;,.•,: ,-.. :,,,·.•:,-.... , .. , '!';.·., ··· .. ~"' · · ··.:·, ·· · ·· ·· · · ·• ~ (· .. ,.,.,, _,., .. ,"' ···· .... •;·•'¢ "d " ':; •i· .. oooowooo ---RC--- ■■■RC ■■■ N I ·. \ . ,, PROJECT f/TE /ti), CW') 0 C\J 0 ~ 0: VICINITY MAP i ) I ' ( I i . .. , /\PP ROVED ~ ,/ / . ,,,-,/C -~ L L -' I-J,/-1"S --- EN GIN cERING7PLANCHECKER DATE l\PPROVED F'OR F)LANTING A.ND IRRIG ArfIO N ONLY, INCLUDING PRECISE LOCATION OF F)LANTLNG AREAS. DATE DEVELOPERS NAME: BARRATT AMERICAN ADDRESS: 2035 CORTE del NOGAL CARLSBAD, CA. 92009 TELEPHONE: 619-431-0800 DATE PLAN PREPARED: 1 25 95 BY: FRANK RADMACHER ASSOC. . " '.;·:. '.:\,: :, ·. ''~, ':.'G:?: .. :;:;· !~.~:.-,-: -~•';:,_:··.t·::"·-\,-'!f?~?':"::"~:l'-':·:~:f:1·t~::-'.)?:: -.,·'.'.~;:~::?/?~~1\??;:· :·:~'~.: i i I tMNN,1/t t/;7' £ MODELS AND ENTRY KEY MAP "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT ~I CITY OF CARLS B i~D-, Sll[E"TS 21 ' PLANNING D[PARTl"Ef✓T ' ., PRIVATE (ON SITE) RECLAIMED WATER SYSTEM FOR: AVIARA AREA 7 "$ANDER LING" C.T. NO. /SC}--5 ' AP"ROVED · . :_J_,/ ,;'_/ / 1,,,[. \/,4 IJ l-..5!-9S ' / .,,--···. &' . ,.'"" .ASSISTMilT ,-f'LANNINs.; DIRECTOR DATE --~--.,_ Q,vN BY: ' PROJ[CT r✓o ORAvVING NO. CHKD BY: -CT 90-5-1 321-3M RV\./D BY• I I . "" "?t·"f•"'~!J. ~d" ., C.M.W.D . 90-5Q9 r.___..,>' .. ''I V--. V- v/ I(. /1 ·1 ?;;If'---:. --- 1/; " rt -J , • . -? J''3'' < (J I/. II) - rv, r-:. V . . y V r,f ' ' {I . I V-' y ' ' . "' \t,'.;,: Is· ,f-~a:. o I IT'l''lr--- ftLAN 1 ' .. llJ.L. FOND OVERFLOW • ' I' o' f"lA.N 4 ,:,4. - OVEl'lf'LOW • .. ., 2 ,4> 5Cl-!EDULE eo PVC Pl,"', Tl-!~AD ONE END POND CAP PVC &LIP-Tl-lfe!!AD ADAPTER 90'PVC ELL '+ CLA&e 200 PVC PIPE, ~ONNECT TO Dl'<AIN SYl'>TEM TO DRAIN --..... A~l3REVIATION5 F.F. FINIS+-4 FLOORE F!NIS+-4 GRAD F.G. F.L. FLOW LINE CE FINISH 5URFA F.5. GARAGE FLOOR ~F- l-41G,H POINT HP LOW POINT LP INVERT ELEVATION !NV. TOP OF CURB T_C_ I'""' TOP OF FOOT '""" T.F. TOF OF GRATE T.G. TE'"' TOF OF PILAi'.> '"' T.F. TOF OF WALL T.W. METAL FENCE T.M.l=: TOF OF TYP TYPICAL ==-= ---------5 ffl'< CIVIL E»'.:.INEEl'<'S ( 44 .DO) EL~~;rl~ PLANS FROF05ED ELEVATION/'., -44.00 (OTHEI'< SIZES NOTED) 4 1 4> DRAIN Plf't'. - - -D DRAIN '"'!FE, , T"""' 4' 4> FE~TE "'NT DRAIN 515 "', ~--CONNECT TO APJAC.c i'.>FEE -D -BAi'.>l"I e,' 4> FLAT &RATE ON ® COLOR, <::t!'<EE"I 'VEl'<'SIFIED 5ALE5 BY NA-IONAL D ON SFEE-D-BAi'.>IN @) e,'¢, ATRIUM C.-RATE COLOR, ~~!VERSIFIED i'.>ALES BY NATION BASIN 12' M. FLAT c.-RATE ON SPEE-D-□ =LOI'<, Gl'<EE~IVERSIFIED SALES e,y NATIONA-BAi'.>'N RATE ON &ffE-D-~ 12' 5Q ATRIUM G DIVERSIFIED SALES BY NATIONAL 'N 4 , TI'E O<"-IN GRATE -. o 4'+ Bl'<Ai'.>& PR !VERSIFIED SALES e,y NATIONAL D . II . . (J; . . IY)' -. . . . ---o· . /JI .: %. v-/0--:~ -f.. \f -l Q_•1/. Is·! / V Q_. V/ "'r_x, . ttlrf {:-IV {( ~~ 4' . rq 1P NOTES \ - \ . \ \ ND UJC>l<!<MAN&hlF I. ALL MAT::!<!IALT~ ~OVERNIN6 CODES TC CONFORM AN::> ORDINANCES. _ W Fl'-Jl$!-4 GRADE$ : " BELO 2. HOLD NT FINISH SURFACES. I \ rv U'--' IV) -V r---------=-~=~1 t' APPROVED FOR PLANTING . AND IRRIGA'fION ONl,Y, . INCLUDING PRECISE LOCA1'ION QF' PLANTING i\REAS. APJACE n MINIMUM l-40LD "!NISH GRADES b 3 -W FIN'Sl-1 FLOORS. eELO · TO DRAIN ALL LANDSCAPED AREAS 4 · AT A MINIMUM OF 1%. f\\ga Road [~:-i rrr0c:~!1 :~(: ;S-'1 /;IJ ;~N[~~~\I3 Ar: T DRAIN AT A ':, FINl$H SURFACES 0 . MINIMUM OF 1%, LL NOT EXCEED A b. LAUN AREAS SHA "-LOPE OF 4, I. "' CHANGES OF 7, ALL J~NCTIONTo~t~DE WITH Slt.EEP DIREC, ON5 c,• ELL$ OR 4 SPONSIE>LE e, CONTR Sl-lAL~ BE RE R DRAINAGE . FOR ACJ-IIEVING ~~6ii) THE SITE 15 IRRE&FECTIVE RECEI\IED. Ol<ATED PIPl:S SI-IALL e. ~~~g ;;i=:=AB,£, 5DR 3'::>. ~.;SANDERLING" ~ VIARA AREA 7 CT. 90-5 l)WN [IY: ('[-1(1.l IJY: ---- l~VV[I ll:'r_ /-Jr-;s . fl i =---:--:-;::-i 1 i /,; v11 i Ii c NO• 321=3M C.M.W.D. 90-509 -~ ~o i~ ::c i a: ►..:. ~d .:'- L·2 rv V I ---V-//) ~ ! I IJ, ' . 00 ' I rv II/" V Ii.• f'P-0 41.70 I¼ II) /j_ . /I)' «. I G If} '>.' '{ 07-1 (() ;Ii . ~) ,/10. 1,v !J../1) . /,;: ,_ ----------- \ \ (1) I > "i: \ Cl \ m ·-.r::. r---a. -0 "C <( 1''ING PROVED. FOR PLAN T A~ND IRRIGATION ON~!, . INCLUDING PRECIS1tc LOCi\TlON ?F PLANT AREAS. >-• z <( ..J a. c., z -Cl <( a: c., "tj- <.:) < '-..._ - "' ' '--. - ~ ~ a <D © (5') © ® @ G) ® -e,· ~ .,J,l>,.J,: ... FEK ?lvl L E••-k,;!"'~c., l~"'a;> ~ Yz._11 -in 1 &I"--PL..,,,.. r-.1 =i--.J ~ ,-.J/ r=c,o... 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G,C>-"fEc. t\ 1"' Iv' L> f C-H H E.T"""-F'e'e.Jc:E \ ii H i'-<-J c;,1 ?,C,. r= I~ . -9 -\ ?l_c,; ,r4,_~1 I f I -± I \ \ TT~-~-+---+-r-1~..:___+-c-+----i++-:c-:==-w ~ ___ ----....-.--,1.. _ __j._.:,__~~...L.-4---l-----r-+----r---- . :& . ' . I 1/z_. $?, ~l=E, l.... f"P~? @: t;, I ~ o. ,:; , I , EN ,:;',i I I"' E:E.r-"":a> \ I ---=-----.,1<,-f<eT ~ 1-l I N6, ' ..J"-'-l-L (i--.J, I~,::·} \ I ~,~~-==;;,;~~ ' .::,, I{) I -- !vi ET,:..L-F!!. i-J ~1 ~P-<.--l.... ( ? I I I I I OFFICE L ____ _ ., -P{;1 W I De i,J 00 0 6iA-1E T.::> M,i;.,c-H hoOO Fa-,.C-E; '9U.N 1 z. 0 1 • II (p---0 ,1 '1-Z. ""F FEeci-Jc-e"'7 -ro~w - I I &,J",'>-CE I I & I ) ( , I /'. ' / 11 ~~(, \ I II ~-o I l/ -?'II/ 6 1_0 n 4, II ·O \ \ APPROVED -FOR PLANTING AND IRRIGA'fION ONLY, INCLUDING PRECISE LOCA'TION OF PLANTING AREAS. ± 1 \ ( 1.z._i..;11 /· f'1..Ai,.JTE,F<... 12-1-cu WAL-l.. ( ~ '°' L.k:?O l,,J ~ -~ -"f'u Ee I ,=u c--1-re.ra::-. I 19-AiJ1E"f"'!-\ \ ~~ \ \j".}:~?8C?2c~::!.':?;:.c,_$,::,~E:_ i \ IF'-@~ L '~.6--LJ___ -=~-==-----\----t Pc--Af-J-p:,i:z l,.)L:,.i__,L. -\ L-@ ~IE-J'2-NA.L.1.- \ - 1 3 H~ e.No ~L-\ ~ ( ,e,,:::rp..f E i-J D::> 4F i,..lt.u.. ) ~ ~,A.LE<;:, Oi="FIC-E 1 f"b.VE:.P:,:.S '. 1z.il_,, IZ--1 COLISEUM L-\Me~"fONE, l-{ONEC> F\NIE>~ E.\V\'cc>-,IL-E f""-(G.1~) 4<;:,~-C.,3<S'JO, I_ ALL CON5TRUCTION !>HA.LL CONFO!sl"1 TO GOVEl"<NING CODE5 AND ORDINANCES. 2 AL. CON5TRJCTIOh TO BE PLUMB AND Tlsl.JE, UNLE55 OT+.,ERUJ SE 5FECIFIEP. 3_ ALLO\JJ FOR ADJOINING CON5TRuCTION_ 4_ ALL CONCRETE TO OElT AIN A CG1PRE551VE 5TRENC,TH ~ 2000 FS.I. HINIHll'1 IN 28 PAYS_ !',_ PAVING CONTRACTOf< 5HAJ.L COORDINATE J!ITH DRAIN CONTRACTOR, IRRIGATION Cct-ffRACTO<s AND ELECTRICA,_ CONTRACTOl'I TO ENelif<E THA- ALL SLEEVING -'ND CR0551NG5 ARE PROVIDED FOR PRIOR TO POURING CONCRETE_ e, VERl"Y WITH PROJECT 501LS ENGINEER T---IE NEED "OR REINFORCiNG, BASE MATERIALS. PG:£5ATURATION_ ETC. FOR WA:..K5. "OOTIN65. PECK5, GUN TE. ETC, -REFER TO FIN151-1 GRAPING FLAN/, FOR GRADING AND DRAl"<AJE 1Nf0Gl'1ATION_ B WALL DIMFNSIONS APFL v TO FACE ~ FIReT COURSE !INCLJDING vENEERi "l_ WALL CONSTRLICTON ~olNTS TO OCCUR AT 20' HAXIHUH INTERVALS Pl-.4N 1-6"-( \'-" 'E>,<,.\"\E. ,A:,<-($ ,A.-5 ';S~ oFF\C..E- FL?.i------1 2- Wb-LL ~ D ; r,,11 ,,_ l,,11 ":>l-A TE ; E U fl' 0 """'-_ I I f". L:> _j C,.. r1 II N / -eSlaat.LEF'.. 1-=t.,,..r---i ':> ,:::c_JNTSia:. Sl.AT&,: c,.11 x c;,.11 E J i'='O' -"~ L.. 1 ' .L>-F'i", ~ f-"1 cl L-T1 ~ 1 W fa.; Sl>-1_.:e,:f<., p~ 4--- ~P,:IC..K.: PA&IFI? ?LL>.,,.. 11 &v'l,..,?NIAL. _c::Pf'\""6F"--II FTN TIL-= : CS" ;,< ·::,11 16LA-C:K.. -· i,,wt---1 LJ M erJ ~ ~ 'o -n-:11 ~ ~"°" l.... F...,..,_ ~H"? If' ~-r"'l> MOi--JuM E: T E=:l...E.V, I I \ \ \ J\\ga Road L IC:Jl-lT ING LEGEND ¥ UFLla.+-IT, HADco 111020.i (OR EQUAL) 111/•S3A F'Ef<MAFOST (ISO UJ) FA~-3& aJARTZ LAMF ® FATH LIGHT, ( 60 UJ) ( To ee &ELEc reo) 1111 FOST Lia.+-IT,(IOOW)(1o'w1iH1,:,,H) (TO ftE &ELECTIED) ,_, SIGNLIGHT, HADCO • JO34·HK-E56 '40 W) F40 LAMP ( OR EQUAL) 2 •s3A FE~AFOSTS (arr~ (Qrr 1) (Qrr 4) (arr4) E:0<:EtE oF' SF'~D~L, vef'!..lr=Y., occ,.·-noN ol'-e.~e-(IN FIE.LO) SI le I_ r CIT'{ Of L-4 [ PLA'"NING ····--. _________ ,,_ C:O NC REIT€ !3t>N O ~ Z.4" HID\:= ( B pu..c.e.'E>) c_: ARLS B Atf/ I s~_1i __ 1s D ,,I'.::£ ! ME "!_I L__ -_J "SANDERLING" AVIARA AREA 7 CT. 90-5 ~ WN EIY 'll'<ll DY. __ VwD BY, z 0 -~ (.) ::, a: ~ U) z 0 (.) \) I ~'° U\\ -(fl '° I ~ ~(l) ~ If] ' -N \) I - () (f ' --,j rn -() I -cr-- () I -a-- = \{) uf r() >,_~ -J LI' ~ I ~ <J I i;:J ~ -<ll Ji: IRi ' -<:--l ~"'" "' ' -, \\ I I' 11-I -5¥: \ --7_/ ~<oq @ 4 --- ~✓ ------------, __ f -------,-- = = I ___,II 3£?-v w HIT~ F~ c-lTEc:D -e5TF"'-j f°E-$ /(ii) I I I ?~~2)1cP.S1 4-L.?'~ e-y e-F:=.:: c:::-cw c: -~-! li---J5T4-L.L PEF<-h'l~~ \ ::Sr"s: C:-1 Pl cL>--(1 ?'-J v G --t-----..._--r-----i, I I \ \ I \ \ ' ' I \ \ \ ------------ ~~ \ \ _...,......,.,. ...-------...,...,..,-- I I I _____ /\ ~--1 \ ----1..------ L-ON NbJ..--L_ w/ ,c;, Lb-'="? _ _:'-TOf"_ ----r-;--;;--,;( Fo L.i...&i,J T"'P <'f" ~ ""-i---1 ) --- ~i ' 1\PPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING F'RECISE LOCA'I'ION _ OF -PLANTING .. z a .: a: >< w ...J C. :! 0 0 w :e 0 J: ...J w C 0 :i II: <( a: <( -> <( ::a z <:( ..J a. z 0 -1-u :::> a: I-en z 0 u • < (.) ci < m (./J ...J a: <( (.) &O I 0 CJ) • 0 z . 1-: (.) AREAS. -"t ~ " z <( (.) cc UJ ~ <( J: <( cc a: <( OJ ~==~~~=~~~~~~~====:=~~~~ i ~ ~ i [; __ -;i 1c:(T-l1C:Ir,1 __ oF -CAJ<Lsr_:_j ___ 1\_-_ISJ---[\:;._1;F_.l "~--~ 1 • i L--~ L_ f'l_1'\~JN[NG llEl-'M/ J M[N1: -----~=-----= ---w :!! ~ i ! . -----------·- "SANDERLING" AVIARA AREA 7 CT. 90-5 C.M.W.D. 90-509 L·5 - • r: ;. ? an ' N ~, __ .. - "' ... 0 _j ~ i l --!. -~ "1-I -~r .... b .... ,. -"' , _________ --. ----------~--..;:--=-_-:..-~-:--J;··---- I( ------~ I<" v---- \\ i ii /' -~----i.-----... --.,,.------------------ I 111 . I :111_ -11 I I~ . --l-"-111 T ------.• ----- -· ~ e------- -f-----' ~ ~ 12't lx6 CEDAR 60A~5,•, euTT EDuf:5 TIGl-lT .. 1 x4 CEDAR TRIM,· FA~IDE 1 x4. CEDAR TRIM.--- FAR51DE ' 2 x4 Cl:DA!o! RAIL ~i>~i>~eTs ---- e &' ,;,~ MAXIMUM 12' t CONCRETE•------ COLLAR NOTE: t Ref'ER TO WOOD NOTES, el:LOW. 2. ALL WOOD, ~e, 3. STAIN F'l=lo! DEVl:LOF'I=~ OF'TION. @ WOOPFENCE ti! SIDl:Y Alo!DS 12' 12 x-4 x 16 CONCRETE BLOCK CAF 2x-4xlb CONCRETE CAP BLOCK, SIDE x 81DE, Sl'"ACED 21 STUCCO FINISI-I, ONE ~ 6ASI: AND ONE FINISI-I =AT TO MATCI-I ARCI-IITECTURI: tt / e' WIDE CONCRl:TE eLOCK, ~ _ :.::-'(::;]J:G~/ / ~T SOLID CELLS I-IAVING STEEL () "' / ,.-•4 6AR5 tv 2-41 0~ "' / ,,.,..,.. AL TE!ii!NATE 6END8 IN F'OOTING // I FINISI-I SURFACE/GRADE • z___ _.,..,..,.__,Hil&f 'I" I: Q -~ --•-4 eAR CONTINUOUS ~~jA'f::"'~ 1-!0RIZONT AL ---------. POUf'iil:D CONCfiETE FOOTINGt NOTE, 161 1. Ref'Elo! TO MA80N!o!Y NOTES, eELOUJ. i 1· 1.--z. s-rucco c.oL-of"...: M"'-"'-L&.>l P-t..-~ ~ (P'1"D...JeC-T <'""--"""-C61'>T) -!::! -°" <f\ _j u ®SEAT WALL tv !'"At-KING LOT ~.J..l:~t:: ------•-4 BAR5 e 2-41 0..:. l+J=-_____ •-4 BAR CONTINUOU5 --I-IORIZONT AL -----~ POURED CONCRE1E FOOTINGt ' .. ,,_ ..... l Q ,t Q /-,/ NOTE: : 20, I. REFER TO MASONRY NOTES, • , eELOW. ·...,.-_ ..... • 0 'I" -... ;.. _, '*--= ■ - --..[ -· -_r :: I 1~-- I I !--1 1- -• --- 1;,------- ,, --· _, (;;--- ' . • . ., / . ..... ---. / .• i . ~-' ' %/ <I -1: ..... 111 I I I • ,--f-' ~' _____ .--+ ----1;------ ~~'ri,TitEL TUB!Na •----. ½' SQ. STEEL TUBING •. FICKETS fil e,' o.c._ 2' SQ. STEEL TU61NG •• POSTS e ~ oc. MAX '., I I x 21 STEl:L TUB!Na "'--, E!OTTOM RAIL '-, FINISI-I Glo!ADE • &'t CONCRETE--. COLLAR -- NOTE 1. REFER TO METAL FABRICATION NOTES, BELOW. . ®t1ETA!... FENCE w / MET AL BALL SALES CONTROL -··---:...:: __ ·\ \ CONTINUE CAP DETAIL DOWN WALL FACE : -:--/.-_--,: · . _ __,.._.,.------.SLATE 6AND . ,--' ---_.--:----I }----~ STUCCO -· __ .. --···· ' ' ;:-,_ 2. USE 1-lALF-BLOCl<S AT CURVES. ill:'>. -e,-.u,::,:,o COL.of"-.: t<'\E!f'tl_..E)<'. P-":;:oe.4-2. /1\ P~p.NT_l;_8 _W_ALL ( F;a:.,:..= e.a,u,v. ~ c,<o,"e> M ) ~·-PLAN 2 --_A-,-__ .I' x 2' STl:EL TUBING•·- TOF fiitAIL v,' SQ. STEEL TUBING ._ PICKETS fil e' o.c.. ' - 0 'I" -I.I :':s- ('< -":-I I:! ~---- ;.. . ...--------- (;"/ v.-----.... / . . . . . .• . .• ' ,/ I "' I J 11:---!=-~I I 1--1 ' ---:=11 1: --=11 1 ------. - ~-v------- ' 21 SQ. STEl:L TUBING., POSTS e ~ oc. MAX. '• .. 11 x 21 STl:EL TUBING~ BOTTOM fiitAIL '•,, FINISI-I G!o!ADE e't CONCRl:TE-__ _ COLLAR NOTE L Ref'ER TO MET AL FA6RICATION NOTES, 6ELOUL ©METAL FENCE SALl:5 CONTROL -----/ END CAI'" 4 ~• CORNER5 --,/ MANUFACTURl:D 6Y: t1 CT=-------. . . // 6T CALIFORNIA F'!ECA8T 8TONE ---------.,.-• ph. (61':l)-443-3663 ,,.,' I END CAP ¾'-1'-o' -I:! , -·· ...: -----• •-4 BAR CONTINUOU5 -_ =l-f.-1=:---I-IORIZONT AL -------POURED CONCM:TE F'OOTING l &' J &' __ 141- 20' ------------- NOTE, L REFER TO MASONRY NOTES, 6ELOUJ. ;:-,_ Z. ,c,,ua::o COL-Of?..'. ME!f'l".U~.c)( P-14-S ~ (F-Z-EE i;.~1'-/. ':>2.11 W) ® PLANTE~ WALL FLAN I ---FINISI-I Glo!ADE/BACl<FILL _J-----~~ WATERPROOF SEAL, ----------------:::J-----------~ erucco FINISI-I, ONE BROUN ----/ 6ASE AND ONE FINISI-I COAT \\ ___ \\_.------e,' 11 I //-TO MATCl-l Al-!Cl-llTECTU~ 1/ / DO NOT STUCCO THl8 SIDE \ \ /// -~ I // _. 12• 1 e' Cli!USl-leD l<'.OCK 1l-!ENCl-l Y // 111/4 t F'ERFO!o!ATED PIF'l= -n"r==,.,....---tt-+-L_ / I _/// WRAF'F'l=D IN FIL TE!o! CLOTI-I _ /I _.,,&'WIDE CONCRl:TE BLOCK, // G~OUT SOLID / _______ ,,.------- F!Nl51-1 a.RADE :----:: -______ •4 BAR8 e 2-41 o.c. :--ulf-L.r-cm~~-----~,1~~TINUOUe e,• e,' 20' ------POUfiEP CONCfiETE FOOTINGt NOTE, I. REFER TO MASON~ NOTES, 6ELOW. /,\ -Z --S"Tt..!CC.O COL-DR; ~ (-SA-Mtc l>--S =,AlL-II L'' /L-Go) r,J\ PLANTER WALL ~-------PLAN :i- _, o/Jl TI-IICK STEl:L !'"LATE, / DEalfi<R EDGES. / < 2'x2' lb GAUGE \ \sTEEL TU6E POST \ \ I \ \ (-4)¾2° t OOLES THRU @F'LATE \ L-6 , ~ THICK 8TEEL PLATE, 'f EBURR EDGES. \ Vy._'. \ • 2'x2' lb GAUGE \\ STEEL TUBE !'"OST, SEE MET AL FENCE \ DETAIL 'B'/L-b ".:l:' "' -.... \ \ 1 -4' MIN. \\ 111T ! CONCRETE \ ~! I I / PAVING -- I :.{" ,. 2• I' ½' 3' ,,,,. -4' I '1,4 t RED 1-11:AD • I-IN-1240 (QUANTITY -4 F'l=lo! POST) PLATE 31 ■ 11-01 NOTE I. Ref'Elo! TO MET AL FABRICATION NOTES, 6:LOW. @ FOST CONNECTION 8ALE8 CONTROL ,@SEATWALL I L-b I I O ~t--~-=--· • '. ,,· ~:_ · · . ~: /? ~ -,., .-.,,-...,...c:: :._, · -. - , -· --<>:>-1---. STUCCO ~~:~-~~/:_,',>::<:<-"'"::----I G WALL END DETAIL WOOD CONSTRUCTION NOTES .,., ....... . "1- L ALL WOOD CAFS , ffilM TO EIE RESAUN POUC.LA5 FIR • 1 CONSTRUCTION C:.fi<ADE, OR EIETJER, UNLESS OTHERWISE NOTED, 2. ALL WOOD 1-llDDEN BT CONSTRUCTION TO 6E 545 DOlK>LAS FIR • 2 CONSTRLJCTION C:.fi<ADE. OR BETTER UNLESS OTl-lERWISE SFECIFIED. 3. ALL MATERIAL$ S.!ALL CONFORM TO C:,OVERNING CODES AND ORDINANCES, 4. ALL MEMBEf% NOT S.!01.1.N BOLTED S.!ALL BE A TT ACHED f"ER UNIFORM 6UILDINC, CODE NAILING. SCHEDULE. A;_L NAILS TO eE <:,ALvANIZED IRON. !;,_ ALLOW FOR ADJOINING CONSTRUCTION. ~-ALL CONSTRUCTION TO BE FLUMB AND TRUE. AL. LUMBER TO 6E INS-ALLED CROUN SIDE UF. 1. Ac.L BOLTS AND NUTS TO 6E CADMIUM FLATED. 13. ALL STRAFS, BRACKETS, ETC. TO 6E GALVANIZED STEEL uNFLATEP STEEL TO eE PRIMED WITI-I TWO COATS ZINC CHROMATE PRIMER FINAL COAT TO MATCl-l TRELLIS_ e. ALL MAC.!INE 60L TS, CARRIAG.E 60L TS AND THREADFD ROD TO .!AVE A 2" SQUARE x ¼" THICK STEEL WASHER UNDER NUT_ 10, ALL FOOTINC.S SHALL 6E POURED ON UNDISTURBED NATIVE SOIL OR 'cl0% RELATIVE COMPACTED FILL MATERIAL_ II. CONCRETE Sl-lALL CONFORM TO AS.TM_ Cl5>0 AND '?HALL I-JAVE A COMPRESSIVE STRENGTH OF 2000 P.51. AT 2S;:)A'T<; _ 12, USE FINISl-l NAILS ON PECKINc;,, BENCl-lES, RAILING, ETC_ ' SET 1-lEADS Ve". tTET AL FABRICATION NOTES I. CONNECTIONS TO l3E CONTINUOUS 11.ELDEP. 2. f<EMOVE ALL SLM AND 8PLATTI':~ 3. ALL TIJelNG TO .!AVE ENDS ILELDED CLOSED -4. GRIND ALL WELDS 5HOOTI-I. 5. ALL STEEL TUBING TO 6E lb GA, UNLESS OTI-IERW15E SF'f'CIFIED. b. FAINT ALL STEEL WITl-l ONE COAT ZINC CI-IROMATE PRIMER AND TWO COATS OF RUSTOLEUM, OR EQUAL. RUST INl-llelTING FAINT. COLOR FP<..lS-"'---EcE ""'s5Z5N "GtEoDE" H ( 6, H G, LO'ce,""' ~-------~ COLD JOINT ® t;:_ONCRETI; STEP PLAN 2, 3 • FINISI-I 51.JRFACE I CONCRETE l'"AVINa. ~CRETE STEP ~ !'"LAN 2 APPROVED -FOR PLANTING A\fD IRRIGATION ONLY ' INCLUDINC; f)RE~C~ISE LOCATION OF PLAN'fING AREAS. '.ill[[' l --C-[TY--C) I; C AI~LSB/\D L--(o ! f-'I l\cHllr·JC: flfY/\RTM[NT I ~--···· • , ......... -····--···-·-· •• --····-·-··---·-·"'" --··-·---····-··---- "SANDER LI NG" A VIARA AREA 7 CT. 90-5 ·' ----... ..,:..._, --------------. . _:___ . ~f','r,,-:':'.[3;j~k1---- -----=-------------l-3;-7 J. /\\'Sl~-l-1-))1-f:·t,JrJ_·r~!(;~ -l)-j;i(~ T □r~ -----___ --~:,~:[_:_- IJVIN HY -··· 1-'l!O)lCT NO CT 90-5-1 (JIIAWIN(; NO. 321-3M C.M.W.D. 90-509 >< w ..J a.. :l!: 0 0 w ~ 0 :::c _, w C 0 ~ --<( cc <( -> <( ::I g z 0 -1-u cn ::::, :::! cc ~ I-1-cn w zc 0 (.) . <( C) -D <( en en _j a: <( () LO I 0 0) . 0 z t-: () SHEET L·6 -~ FINl&H GRADE/6ACKFl!..l.. --.--/---//,,,~/··:/~_-• =~~~ NOTE& ___ -· _____ _.,..-----/ 12 x 4 x IE> CONCl'ETE BLOCK \ ~ / / ~ •• CRleHED !«XX"""°" \\\ e• 2'// /=~:1..;;~= \ / i=!A&E AND ONE FINl&i-1 COAT // TO MATCl-l ARC!-HTECTURE -+-='c,'-!1~--,1-,1r-rw __ /// / •4 eARei 111 24' o.c. .,., · .-------.--• e' WIDE CONCRETE 61..0CK, / -/ /_,.-GROUT 601..ID _,,,.--/ / FINl&i-1 5Ul-ll"ACE / ~DE ,@ eEAlWA!..l.. I 1..-, I -i' / -f -;t_ .... -~~2l.J...I}.,r'C:i'TT""'Tj,::-r:-~ 1-::j] ]._:1~-•4 6AR CONTINUOU& ;.. ----l-lORIZONT Al.. ;.. . !::! ------POURED CONCRETE FOOTING e,• e,' 4' NOTE, 20• 1. f-1.Ef=ER TO MASONRY NOTE&, &1-!EET l..-E>. ~ Z.. ~\UC.t:Z:1 CDLoR: ME.~X F'"~f"l..~ [:5 {Fl"-b--.:.~ ea.q,.nv. ,;,3,1 w) (A\ FLA~tl;R WALL ~ FLAN 3 --~ 121 eul..LNoee 6RICK CAP ------- <" ------------- ' WALL CAF END f® eEATWALL / L-1 / I' -1' BRICK CAP I I ·. ? : . · .. ·_-_ ;~ . :~;: -~ -·' -.,<:>_,.---r·-----~ STUCCO .>·/ -' ,-__ -___ •4 BAR CONTINUOU& 1.J------1"~-+-fee"___ !-IORIZONT Al.. -------F'OURED CONCRETE FOOTING 0 WALL END DETAIL_ 20' NOTE, I. REFER TO MA&ONRY NOTES, &1-!EET l..-6. 2. 6RICK., 8EE 8C!-IEDU1..E 8!-IEET l..-4. ':!.. STUCCO C0L.Ol"C ·_ MeFQ...E")< F"-l':>S-3 4 /J;'-.. ( p,z.,,...,.._e.E. e.q,.hv S..7-Z "> M) ® PLANTER WALL PLAN + 6 1-01 DIAMETER ~· - 1v,' 1vl \ I \ \ \ \•4 BAR& <t l2'o.c. ~ EACH WAY \ POND Tll..E: ees eCl-lEDU!..E S!-IEET l..-4. SECTIQN __ _ Pl..AN 4 ------, POURED IN PLACE CONCRETE W/PEA c.RAVE!.. MIX 4 RET ARPSD F INl&i-1. FORM-IN½' RADIUS GROOVES ½' DEEP. EQUAi..!.. Y SPACED 8 PLACES <t 4!:>0 , I:.,_ C0"1C.12.= C.,,LOi't.: ... c-;z.s "5ot,1~0 Jl!,LIA" C£c,. "'-Y c.,M.$GOFIE-LD NOTE, IN&TAL!.. ½' 8C!-IEDU!..E 40 P.V.C. Fil..!.. LINE FRO! I REAR OF !-IOU8E W/Fl..OAT VALVE AUTOMATIC Fll..l..ER •• A FOUNTAIN' (TWO TIER) _...-TO !!IE &ELECTED _./ l!IY LPND&CAFE AflilCI-IITECT ~ •4 6AR CONTINUOUS ././ !-IORIZONT Al.. <t TOF I \ )----t----\ 5UMP COVER ~--------( I \ SUBMERSIBLE PUMP ------- 2 AMF '«' P.v.c. El..ECTRICA!.. CONDUIT,/ ,..-"' i 12' 8Q. 4' TO !"UMP SUMP W/WATER-Tlu!-lT &EA!.. <t WAI..!.., CONTRACTOR TO CONNECT A TT AC!-IED !..EADS 111 TIMER ~ ~DETAIL . "' b -· oc "'ct -;,--H±:in='::rt·-f---•4 6AR& fl IE>' o.c. =~1 ------~ POURED CONCRETE FOOTING. ----------, •4 6AR5 CONTINUOUS !-IORIZONT Al.. (2) NOTE: I. REFER TO MASONRY NOTES, &1-!EET L-6. -Z.. ~'TUCC.O CC,LOfZ_: ('6"-M<= ,;,._:c, =L..."-"-"/L-r) ©FOJ _S~_E_L_F ___ f"'_LAN_3_ .,~ HITER aJT END OF CONC!'<!:TE _________ ...-CAP Ae &1--lOU.N -----. F'0\.11'<1:D CONCl-£TE FOOTING NOTE, I. REFER TO MAeONRT NOTES, 8!-ISET l..-1:>. '2.. ~C.GO l".OLOR: ( 5e,.ME ,:,.._~ =1"A-IL"F"/L.-7 ® ?EAT WALL (RETAINING) <t PROJECT ENTR'f" r EIOMACRON PAVI~. / ees CA!..LOUT, SHEET L-4 I I I I .• /~/ r --I ✓ J . ~ . ~IVERSIDE 5LATE FATTEfcN 19 4S" 61A5 ~ACRON PATTE~_ ~ FLAN 4 . 0 N -I)' "'_j u -r---iHtr_h_,----'--'-,-,-,-•4 BAR& 111 11:,' o.c. ,. I I l--·I ____ _2_2~l __ 24' @BAR-IS-QUE -----. FOUl<ED CONCRETE FOOTING. ----. •4 BAR& CONTINUOUS ~IZONTAL (2) NOTE, I. REFER TO MA&ONRY NOTE&, &1-!EET l..-1:>_ Z. "::'>lLlLC.0 GOLO~ '. ( '5b-M'=: AS PETA-IL.-'A."/L-,) COUNTER - PLAN 3 @WA:..L END DETAIL IE>' / CONCi;iETE CAP 41 / BYA 4 M VIC I' ;.- "' ':.. * st £ (j Ill 11----+----+---+ II ,. FLAN VIEW v,a.,_ 11-01 I I 6AR-6•QUE UNIT: • 332& Ul/1-!00D, CONTACT, e-e-QUE& GA!..ORE ph 114 &22-0...1:,0 VERIFY OPENING SIZ!: &ECTJON / w/ MANUFACTURER, OMIT PORTION Cl!" WA!..L C CAP FOR 6AR-6-QUE UNIT. CONTRACTOR TO F'ls:OVIDE Al..!.. REQUIRED MOUNTIN(!s I ,---, / I / ,/y\ 6AR-6-QUE ;u I Ii ,. POP-OUT !-IARDWARE /~Tl=~ ·•TOE-KICK 6AR-6-QUE COUNTER II I /7\ POT &1-!El..F l\tY II I ~ F'LANTE_R WA!..!.. I I ~ I I I &'-1:,' I I I r--"i------i -- / I I I \ .,.,..__,_,t.......,-,--, ) ,.._.,-,..........,....1 __,_ I \ - 18' ~----------EXPOSED AuGR!::GATE FANELS. \ \ I SEE CALLOUT. S!-lEET L-4 I I \ 1·•V2R ·•COLO .JOINT, .-YP; ~ T'rllOKC>L FILL, C.OLDR.; ~l':AY ,z;_ ALTEFLt,-.1.6,."TE 5\D :> OWNE~~ Of'Tl \ \ \ \ \ \ 24' \ \1 6AND \ \I ---. EXPOSED AuGREGATE PANELS, SEE CALLOUT. S!--lEET L-4 \ i,_.• WIDE JOINT "'/T!--llOK.OL FILL, COLOR, GRAY 6AeE MATERIAi.. 4 REINFORCI~ PER SOIL ENGINEERS RECOMMENDATIONS * VERIFY DIMEN6ION6 W/SOIL5 ENCi:R ( coNTl".ACl"VfZ l"S£-Po N'$1 Bl LI Tl) CONCRETE 6AND w; ~POSER -~~GATE_ ®COUNTER/ FOT Sl--lELF CONN. PLAN 3 ~ -~ g ti\ N 1\Pf)RO VED FCJ R PLi\NTINC; AND IRRIGATION ONLY, INCLUDING f)RECISE LOCATION OF f.JLANTING AREAS_ -. ti\ "' c{1~1r I CiTY or CARLSBAD ?iH[~IS PLAN,ING DEPARTMENT ...... , ., ., --· ~-------····-·---·-- "SANDERLING" AVIARA AREA 7 CT. 90-5 ZI C.M.W.D. 90-509 z 0 -1-u cn ::> ...J ~~ cnw zc 0 (..) >< w ...J a. :E .. 0 <( (.) (..) ~ w 0 <( ~ co (fJ 0 _J J: a: ...J <( 0 w LO 0 I 0 0 ~ 0) . ~ 0 ~ z <( a: 1--: <( (.) -> <( "' "' L·7 z' <( (.) a: w ~--· <( I-I-•• <( a: a: <( co -,. --+- I,_ ~-1 20' SQ. j__ 2' /~c CONT AST CONCRETI! GAF ACT, le' SQ. t-+-I 1/ 1-----------. --: A ~ ( ~ITECTU!=!AL CAST STONE 114) &43-1338 (114) &43-6062 >. --· ···--~ .----_r < . - "" --"' l ( Iii lff ..._. Q ' ~ ' «I .... b -· ---- ' II) \--- . I ---------2x4xt6 CONCFi!ETE CAP BLOCK. 'H' M AX 'W' SQ. 1'-o' 32' e'-o' 361 -----~STIICC --6ASI: O, FINIS!-1, ONE 6~ AND ONE FIN\Sf-1 COAT TCH AF,?CHITECTUFi!E ' - - TOMA ➔•3 6A R TIES «> 161 o.c. -----~- .-CONC RETI! CURB Tl-IE~) _____ /_,--(BY 0 --- -- -------➔ toxex e CONCFi!ETE BLOCK, COLUMN SOLID GROUT ___ __. •& 6A R • EACH ~R (4) &IJRFACI! -- ~ .------17; / FINISI-I ./ (WI-IE RE OCCURS) -i %% !:! I:~ ,_ "~-Z.,_,., ' , ---- 1> .. ) . __.:.·:\-,----_,_\..__ ----' . . }--' --·-'. -' --' '· ' ' ·._ "--·-,._ L. -1 I I -~~IJ.~ 6A Re.HORIZONTAL H WAY) I/ (2 !!AC , --POUi;iE \ lj ·"' ~ ±E:Q.--1----te" ea. J EQ.t- •w• sa. .. "" . , .. NOTE, I. Fi!EFl=R TO M~ NOTES, SI-IEl=T L-6. SffiUCTIJRAL CALCS REQUIRED "' Gil ' ...I ;;;-... ::t • ij j::: ~ Iii ...I w w lll 0 ' ' . t! -•,- .,,z ____ I: I . N " (Q ' ...I ;;;-... ::t J ;.J \ I • !:! ri:\_MASONRY COLUMN ~ • PROJECT ENTt-n' I J ----c· \ Alo' .---/ F'!'<ECAST CONCt-eTI= GAF ,t 2' _,.,/ GAF FACI! W/2 6RICK TIES/PIECE _ _, , CONTACT: _...-/ A~\TeCTURAL CAST STONE ' ph (114) &43-1338 / V . ' /' -. ' ,: ------ ' _/ ~-------- ----------<;------ . -- -- -- ---------•4 6A R CONTINUOUS ONT AL «> 32 1 o.c. HORIZ ___ _.------' FIN I SI-I GRADE ---· - ------~ ~AS!: TIJCCO FINISI-I, ONE 6~ AND ONE FIN\Sf-1 COAT Tel-I ARCHITl=CTURE TO MA -------· &' WID \ -----------GF.OUT E CONCt-eTI= BLOCK, SOLID CELLS HAYING STEEL \ \ - \ - _ j 11=- I I ' ' --,_ -. ' -~-·~·-" ~ ' ' . ,_ .. -.. -------- -· ' ,_ . . ··--. :.J--:~. ----• •4 6A RS 1t 161 o.c. -ALTE ~Te eeND5 IN FOOTING ,/ FINISI-I &IJRFAC!e ;,· ~~-----•4 6A RS CONTINUOUS ONTAL (2) HORIZ >·--, -POUl'<E D CONCf.!ETI= FOOTING NOTE, I. REFE!ii! TO MASONRY NOT!:5, Sl-ll!ET L-6. ® MASONRY WALL «> PROJECT ENTRY ' ------~ 11 SQ. STE!=!.. HORIZONTAL&. 1& <lA ____ • t' SQ. 5Tl=EL TU6E PICKETS ' Ii& aA,e 6 10.c. -4 2 v,' SQ. s Tl!l!L /? TIJ6I! f'Rt>J'1E, t····· --/ vl=RTICALS 4 / RAILS, 11 GA / -~ ; _, GATI= TRACKS -{. /I 1 1.-IN 5T!ii!lel=T -\3, --k // , PAYING 'I,-----/ J, _ .. dte NOTI: I. REFER TO MET AL FA6RICATION NOTl!S, 51--IEET L-6. /\©METAL GATE (T!ii!AFFIC) i I \ iii PROJECT ENTRY I ~CAST CONCRETE CAP / CONTACT: / ARQ-1\TECTURAL CAST STONI= I ph.(114)&43-1338 ,,/ __,•-~•_,.: ~•4 6AR CONTINUOUS \ \---------TTP.' HORIZONTAL \ \ \ , 12'xe'~D ~ Tli£NCl-l \ \ al" 121! 1/ Wj41 t Ft:'"970!.:ATED PIPE \ \ \ 2~ e' -21 / /' ~F'PED IN FILTER CLOTl--1 \ \ \r--/ / ./ /' 5TIJCCO FIN\Sf-1: ONE eR0UN .,__ \ \ \ 0. / _ ,/ BAS!= AND ONE FINISI-I COAT ..\.-cc.'sl'iF==i;=='i;:=-.::i.r,.'7'TJ'~/ / _./ TO MATCI-I A!ii!CI-IITl!CTIJR!: '¼-11 ./ __ // .----•4 6AR5 e 2410.c. • !1 "' ij ~ w ...I w w lll '- -r 0 f- . Q ' ,n - -_.../ ,, .. ,/ ~-~ ___ e' WIDI= CONCt-eTI= 6LOCK, ____ / GROUT SOL ID __ .-• CONCRl:TI= cui,;e. (eT on-ll!RS) -:-:'".~·•_:::,j ---•4 BAR CONTINUOUS _c.--HORIZONTAL -----~ FOURED CONCRETE FOOTING NOTE, I. REFER TO MASONRY NOTl=S, 51--IEET L-6. @ FLANTER WALL e PROJECT ENTt-n' II' t NOT!!, I. REFER TO MASONt-n' NOT!=&, ~!=ET L-i&. MASONRY WALL e PROJECT l=NTt-n' /. \va' X \t.,,' STl=l!L TU6e f'Rt>J'1E '1---..... . · - --v,' SQ. STl=EL TIJ6E WELDING Wl!LDING !"RAHE, Ii& GA --• FERl"ORA Tl=D S Tl=l!L MESI-I 6EHIND PICKETS AND WELDING FRAHE, v,• SQ. OPENING&. 38% Ol"EN AREA, 16 GA. 6T H<==N\CHOLS CO. TAMPA, FLORIDA i::,h. 1 (800) 2.31-3&20 u.ELD TO BACl<SIDI= OF v,' SQ. INNER FRAME • v,' SQ. !:HEEL Tuee PICKETS, 16 (:iA e 6' o.c. \ ----• FINl5!-! &IJ!ii!FACI= \ ,-Iv,' x I "2' 5 Tl=!= L TIJele F!ii!AM!e :-<' \ / TOP OF CURe id '_\,._l, ------ln}--: -- -~QTE _ L REFl=!ii! TO Ml=T AL FA6RICATION NOT!:5, SHEET L-6>. ra.\ M~T~L GATE ( ACt::E_5_5~) -- ~ e PROJECT ENTt-n' -!:! \ ·@ STIJCCO COLUMN / L-e I I I I NOTCH CUFi:B TO &' WID!e TO t-eCl=IYI= (:iATI= METAL GATE ELEVATION ( ACCle&e GA TE) ,@ STUCCO WALL I L-8 I r@ STUCCO COLUMN L-~-8 ( 4 PLACES I IN CENTER ISLAND) I I I I STIJCCO COLUMN @ L-e I P,,,' SQ. STl=EL HINGE / POST C ST!ii!ll<ER 6AR, II GA I \ \ \ \ \ I / I ff\ STUCCO WALL I I~ I METAL GATI= ( ACCESS GATI=) ,@METAL GATI= / 7...:e ( T!ii!AFFIC ) \ \ \ \ (:iA Tl= TRACK IN STREET / I I I I I I ' i--------j----.t:------------1 '>< / , I I i / LINE OF TRAVEL• \,, I I I I I I I I I I I "' YOKI!~-- \ \ \ MET AL (:iATI= @ / / ( ACCE&e GATI!) 7...:e' / \v,' ea. STeEL HINGE ;:t_ POST f ST!ii!IKER BAR, ---PLANTING - I I ' , ' _______ _,, ~STl=D SOU~, (:iA Tl= CONT!ii!OLS, INC . ph (213) 623-21&1 (213) 623-&913 I I (:iA GATE CONTRACTOR TO PROVID!e eH0P DRAWING& FOR ALL METAL FAeRICATION, EQUIA1ENT INSTALLATION, ELECT!ii!ICAL REQIJIRSMENTS AND OPERATING PROCl=DURES ~ATE/ EQUIFl"IENT LAYOUT ~ «> PROJl!CT ENTRY ,, ·-. CONCRl:TI= FILL, -..,\--------1-~~-------------"-<------\ FLUSI-I w; CURS \\ \ \\ \.. US!= 12' RADIU& eLOCK \ • CORNl!RS \ • CONCR!:TE CURS \ CONCR!:TE FILL, (BY OTHEFi/5) @ FLU&H W/ CURe \ ~ FLANTl=R WALL ' L-8 CURB FAGie --- ( T~ICAL) NOT!=, ---- ----------- SEE PLAN, SI-IEET L-4, FOR LAYOUT DIMEN&ION& OF WALLS AND COLUMNS 2½/SQ. Sff>FL TU6E 'WING: @ 16 GA ~ STUCCO COLUMN j L-e @METAL GATI= / ,(A\ STUCCO COLUMN f\[y / ,/L\_METAL GATI= f STUCCO COLUMN@ , L-8 / 11:11 t I I I I I I I I 12 1-01 ± I I /7...:e (TRAFFIC) I r 2 "" sa. sreeL / / I 1~,~ GA // I I 1,· ea. STl=l=L / TU6E PICKETS / / 16 GA, iii 6 1 o.c. / I I \4-WAT COLLARS / I I I WHE!ii!E SHOU.N / ( CUFl:B TO CUFl:B ) I I 13'. o' ± I T 1e' I I I I I I I STUCCO WALL STUCCO WALL (6ETOND) I F3(~1C) I I I {F\ WALL Sl=CTION I I ~ I I 1e'-o' (CUFi:B TO CURB~>------+-' I _ __ __ / 1e• l ; ; 14'-o' 16'-o' ( CUfii!e TO CUfii!e) 11'-o' I \ \ @ GATI! SYSTEM C LAYOUT e 6'--:. /iev-~,•_,,_1 __ / ___ !_a_'-_o_'_/ __ \_,,_2_&~v,_'1 --.-:t / 22' 12,CONCRl:TI= CAP _ _,,__22_'---¥-, I/ 4'3v,':t ,I e'-o' 1 &2½' \ 1,1:i,:_6' I I I 6' _::;:,_._ I 6'_~~-1 I I -l4' --. r': ~.: .. _ a I -. F+-+++4>-11-l<....i-...+..+Hfl'!\ll,,L;+-l H' -1---11--4HT 1 . . '. ' :;· -' --' . ' . . : . ' . .-:f:: Lf.~~~ I ~~-.'.-. -:--! . . . ' . : . ---.. _ .. ' ' ' . : . '-_ _.-.. -. :_ !;·"-~,~~~ . . ' . ' ' ' . '' . . . · .. ' -_: ' .· ! -_ l -----_ - _ -<-r· .' ' . ' , I ! I I I ., .. -. 1-------'1<----__.,._-_.:. __ ==-=-=·--=---=-~~~~z:=======-~~~~~ .. ·==/========5~\f\±:a·~<"'c;,:1,'-. -~-~-·-Qt--'--"-'~-'-'-'~l....:...►C..:...:-:.c· ~-~~/r-:-: ~~-,..;\~\_:...:._.:...:..~· ..:..· _:.:..-_-b;-_ ;al..~~== ''I =--=--==---=--=--=---=----=--=-~---=1 :~--~i,;,r:=, ====-==---3il~ /11!:t::L.:___.c: :_:l_ __ _ -I'll \ _?/ \@ PLANTER WALL o/ ~k89-w~~L / I I -1-o () . ' -,I) ,n i I A®GATE ELEVATION Ll~ iii PROJl!CT ENTRY I @METAL GATI= I L-8 \ \ \ 36' CLEAR \ 0' I 2;&' ± / \ ; LOCKABLE LATCH 11 1 vl x \v2' STl=l=L ruee POST, / Sl=T IN e' t x 11:11 DEEF / CONCR!:TE COLLAR. / CAP TOP OF POST I f' .. fM\_ r!ET AL (:iA TE I I \!::.:3/ / _ Iv,' STUCCO COLUMN ' (BOTH SIDES) . ·~ FEi.:t"ORATeD STeEL MESH (FA~IDI!) .----<.(3) HEAVT'-DUT'r 1--IINGES . __ ,_ v,' SQ. STEEL TU6E WELDING~, 16 GA _ -;,. t(~~~sr,9i~6i;keRAM= I t"----1.)'t Rl=D Hl=AD •HN-1240 ( 3 FE!ii! 6AR ) -I . • t.,/ SGJ. 5 TEEL TU6E PICKETS, 16 GA e ;&' o.c. . . I · ___ ./ 1v,' x tvl sreeL TIJe!: FRAME I I { .Ji-~---"-, ..... ...1 I I rTOP OF CURe l) I ' i I ( -:-~ ----J I I I -----.r--t-• NOTCH CURS TO 5-' WIDE I . TO RECEIYI= GATE ®ELEVATION/ACCESS GATE e PROJECT ENTRT \ NOTCH CURe TO &' WIDE :f/ L-e + 16 GA TO Fi!ECl=IYE GAT!e I •1 I I / / . @ STUCCO WALL L-e @METAL GATl=S L-e @ FLANTl=!ii! . 6 WALL \ L- \ \ \ \ - APPROVED -FOR PLANTINC~ .1\ND IRRIGATION ONLY, INCL1.JDING PRECISE LOCATION OF PL,ANTING AREAS. rs1 ;f.fr [--(: i TY D F c_: t-1·i Le; I-l \ ')--j SHEE 'rc:J-L-A . . .. - -\ I. ,) LL ,.., I U PLANNIN: D[PARTM[NT ~ . , ..... _,, ___ ,, , .. -.,. ,, .. , ··----···-···-·· ---···········-··---------·-·---- ····-·--·"-·-···-·-· ···-- "SAN DER LI NG" AVIARA AREA 7 CT. 90-5 C,M.W.D. 90-509 >< LLJ ...J a. ~ 0 t) w ~ 0 :c z 0 -1-u cn ::) :::! a:c:e I-~ en LLJ zc 0 u < (.) ~ 0 <( co (j) _J a: <( (..) lO I 0 0) • 0 z . I-: () z <( 0 -a: w :E <( I-I-<( • a: . a: <( JD 16 10 ;..: b -y:, e, ~. et..a::,I<'.- I(,:,,~:,, lh .,::OL.Utv!N ~, L.i"!>E.. e, :,,<. 4 :,, I h e,t...,;:t:;,=::..... ,.,..__-s.,. ~, ¢:if<".<?i..lf ~oui:;., ~4 ~f"'..-":;, y~ ~ z. 10 ><. Go X I "" c.ot-J::::. ~I(. 6x G )( 1;;; CCNC. ~~ 'i:lfT1.JC.C:O f"'lt-ileH: ,?,II=~ ~-,ec COf"T /""+<D ~e Plflle+-1 cq,,.T c;:;o~ 1t> i,y<Ta-l~tt- _,,,.--o jj,~ erf(S Hqi::JZ:.. u,,rr: --------------------'f"' ~ ___ ____. / ft'I..JIQ!t, c;;ot,IG • rtm1 "'8 _/ ~I ,a9•u, . -----• :2.-..... ~"~ /!ql:IZ:, ~ r;;.'-d r,,11N. To ~--;, j ~---__ _.z;lt~ ~'!':, w/»:of(.~m--]tr -----~ 1~11-m:,n,11 ~~ MO'U-lnil ,f' Z.~pe-,.._ TO~ 1-tJTee l . l1"-L.. l)J. o+eer L-~ -+--!N~ ~-®tf'::U= W/ ~L.,1'6~ Cin" \!.=:I ~ VV/'<L,l- 7 i ,j- --z 2 -+_,,_ __ =m---""rrll ~z:.. I. ~Fe:F-TP ~!It-:{ NP:Jt% C1'I ~e:!'B T L.., w . z. . ,&ES G DE=. T 11 F '.7\-: c;· -r,;:, ~ _ 101""' or £>\...c:pE; CPNc;:r,101---J"".;;> @-?TI---'-""~.:;:..::..,a...--'-N..._,bL....;;;._~-.... -D-ICi_l_OIJ __ _ L. ~ -'-1- \:"k---mT!=!=mi'I :2 l'"r /'.-U>--1. ~,;ii;.. ~ rwtw--C/"r -,~~==~-~~==--tr: I/ u ~..1 1' r.f-. ~ ,MZ -1:U ~ I-!~ '!ii'T1 ~e:f'j eic. f-,ICll=.6 ' ~~- -:;Z. )' A-. -"i.. J M. C w-,.; .ce,, L.- ~ ri TC V;•••--•/0..,. U -cf" Vf<'\U.... ~~ f'-1':!:! '/5''// ' t ~ I. PLU-&-. ~ a."'~ ."'T c,.,,.._,..,.;s;:1-~ ~.-i&:::;1 c,.i ;;::q ... :,, ..__::::t,;;i . :2 RE"'B""<:' l::' ~~ ~,,,,.,~~y r,ICT'E-6,. :?,. -r"JNT ::'.:1.JT C..,.......Ne,"..S, T'CJ 1--'V' -,-,:::.;.. N l"U.-. -----. .Zx-=1-,Au.lM. ~ f1'Z:l.JT c:~i-.eoL. ~ 5 ,.;,'-d' c . .::;.. s:--------41 ¼;-11 TB-1~ e~ _.,.A -;2x4 .Au.lM. <;SI C ,"R().I; / G~,-.;E;L. e;,,,.=e -eeT ~=l"'Nsehl ~ GENERAL NOTES: f=OR MASONRT RETAINING WALLS I. CoNCRfaTE .;HALL BE MACHn-£ MIXED. FROPORTloti5 TO BE 1,2\l;,3\I; 61' YOL.UME U(;IN<!, A MAXIMUM Of' 1 6ALLON& Of' UJATE,:;, PE,:;, &ACK Of' CEMENT, UNLE66 A~YED OTHEl':Wl6E. CoNcfafTE &HALL '4AYE A MINIMJM UL Tl'1ATE CCM!"!>.E661YE St><E"'311-i OF 2000 f'h.l. Ar 21> DA'rS, UNl.ES5 NOTED Ofl-!El'Ol)l6E. f'ORTL.AND C!'MENT e.<--IALL Be TTFE Y FRCM tESTED StOGK PER MrH c~l~, l.Jt,,lLCSS Fe?i<MllieD OTHERWISE IN .5-0ll-.5 REPORT 2 CoNCF'fTE MA&QN,:;,~ Ll,IT& FO!': >-40L.LOW Ll,IT MMON,:;,y CoN&m..lCTICN, &HALL. 6E GR.ADE 1N1 UNITS CONFO~IN6 TO Tl-IE REQUIREMENTS OF .ASTM c-~o. TI4E UL. TIMATE COHPRf&&IYE &TI>.ENa.TH Of' THE MA&ON,:;,y JJALL. 61':0UTED &OLID, SHALL eE A MINIMUM QF; f'm. 1E>oo Ph.I. ;_ MC>"<TA!'< 6HAL.L. eE F!'<E&HL. Y F!'<EFA!'<ED AND UNIFO!'<ML Y MIXED OI' I FA!'<'t f'Ol'<TL.AND Cl"MEN,, V2 MAXIH\.11 TO I/; MINIMUM f'A!'<TS LIME f'\.ITT"r 01'< HYD!'<ATED L!ME AJ-..lD 2V2 TO~ PAFi':TS, CLEA.l",,l WA&HED e.Al'-lD. MOf:i:TAi::.: TO ee T"rr'£: 16 1 lU[Tl-1 WITI-4 A MINIMUM ULTIMATE C~SSIYE &Ti":EN3TH Of' 2000 Ph.I. AT 21' DA,5. 4, ~OUT WALL SOLID UNLEe,e 0~Rl.Ul5E NOtED. GROUT Sl-!ALL ~E FRO~TIONED 6, YOlUl1E AND .;HALL HAYE /;Ul"!'ICIENT WATER ADDED TO Fl'<ODUCE CCJN&l&TENCY ~CR POURING WITHOUT 5EGR.EGATlc:iN. FINE G.ROUT IN 5PAGEB 11 OR LE55" 51-!ALL 6E COMPOSED Of' I f'ART PORTLAND CEMENC. TO li.-HICH MAY 6E ADDl"D NOT MOR!e il-!AN. 1;10 PART HYDRATED LIME OR LIME F'UTTY AND 21/-4 TO 3 PARTB 5AN.D_ F~ COURSE <,fWlJT ADD I TO 2 r"A,>T$ PEA a.!'<AYEL TO THE Fn-£ 6fWlJT. 6fWl]T S><ALL AHAIN A MIMMJM ULTIMATE CC?MF'RE.551\IE STR.ENGTl-,I OF 1000 P . .SJ. AT 18 DAYB S. "'-En-.T'°"'Cl"'3 STEEL. &HALL. CC>Nf-O!i!'-1 10 AS"IM A-<,15 <;!'!APE 40 FOR 04 BA"-S AND LE55, GR.ADI=: bO 1=0~ •~ E',AR5, AND Gi~ATER, UNLEe.5 On-fERWI~ NOTED. <,_ ALL. CONTINUOUS eAf<S OR DOWEL.5 5HALL. LAF A MINIMUM 40 BAI'< DIAHETe"'6 IN CONC~TE ,L:,.ND MASONii-:Y, UNLESS OTI-IEi.'!IJ.He.E NOTED. 7. EXCAVATE F~ ~PAtloNS to 11--IE PEF'tl-l.S .Sl--k:,4.1,N, ON 11--U= PR.AWING!-5 eE~OJJ UND15TU~D 001:... 0~ CcHf"ACtl=P l=ARTI-I, 111 MINIMUM UNL!=.S5 OTl-if;:f.;'.UJI~ NOTl:;D e. TC:LE.FI-IONE 'tl--116 l=NulNl=l=R IF 5111= GONPITlc;;;,Ne, ARE NOT A5, 5HOUN. ~ -DO NOT 6ACl<.FILL IJ.JALL e-OONE:R n4AN 7 OAT6 OR FRIOR to ~AG!-.IING StRENC:ill46 RfQUlf<ED IN ITEMS 2. 4. AND ;. ABOYl=. iO. PO NOT 6ACl<FIL..L RETAINING WALL.$ WIT"H 14EAl,I"'( EQlHF'MENt CLO6ER il-lAN ii-IE VEfcTICAL HEIG½4T Of UJALL. 11. DE516N EQUIVALENT FLUID PR£&5U~ 15 FROM &OILS ~r-oi;:r OR: ~QUE.STE[) BY O\I.NE,> AND IS NOT Tl-'E Rf&f'9'l&IB'l-lTY oe Ti--115 ENGINEER- 11. H~,:;1:Y CONeTI=WCT!ON 5'i4ALL C<'t-F~ I.Ulil-1 ALL AF'FLICAE~Le: CODl=:6 At-,lp ORDINANCE& (l"88 Ll,IFOl'!M ie,Ull.DING =DE) L'.I. WATERFROOF!',G, 5EAL, COAT 6ACK.&IDE Of' WALL IN CONTACT OJIT>< EA,>TH LISIN<!. 1Tl-lOROeiEAJ..' FOUNDATION COATING,,_ Af'PL T ~~ MA"lUF.ACTURERD 0~Clr'ICAtloNS. NtJTE~; r. ttLJeee, .. s~~ :B Cl+"'N~L.. ~ c::ot,INs;;rq.i <:OIT". .:2.("'lL!"L--LlMINUt-,1 ~ ~ ~!-lei...=-.,;H"'{....L..e,& ~N~ n:, ~i.. ,Wl'I-L -Q.Je cq"'T" ~, ... c Cl<~ff""Te il'-1,...~o iWO C0"-"5 ~-C-\..e:U"'\ i':""-1"1" ~ so...v,L. APPROVED F'OR PLANTING AND IRRIGATION ONLY, 1NCLlJDING PRECISE LOCA'l'ION OF PLANTING AREAS. CITY Of Ci\RLSB!\D PLANNING [EPARTMENT I SL~~Tl =-:...::.===:-:= "SANDERLING" AVIARA AREA 7 CT. 90-5 SHEETS ---Z/ C.M.W.D. 90-509 a: UJ I- UJ :ii! -a: w a. >< LIJ ...J a. :ii! 0 (.) z 0 -t-ucn ::) ::::! ~~ cnw zo 0 u . <( (.) 6 <( ID rn _J a: < () LO I 0 0) . 0 z i-: cj ii ".o - ~-t== ~ zi -"'1 11 --ll,/------- I •· •• -.. . . . .. . . . " -:- u A" 12.' 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("',"tHIT&;;~ r,e:eq.~ CClJC I :e,e ~ ~jr ~IT?!G°"' ~ ~~e (R-.)(1,..,) ;,.-1,~ .-4-~ COi-iT. ttf;:lz:, ~IL.L 60IL.@ "'I°""~ - "d- f':;, X le, X IG GOI-IC1"2'TS et.o:;!(. f ~T tt--L C::EU...f; -SOLID ·o _II I ~ II\ . ::z'b' 1 = C) ' ,q- ... ' .. . -. . . . . . . ' N~ ~ NO'TE ~ II 1' l,.j I, RISFSR. TO ~~ ~5 ON 15,I I I L.•&,. :2, ~,;;;. • PIIJltil!H ~ REFER TO STRUCTURAL CALCULATIONS I. ~Fl'!~ TO ~ fs~!S> q.J et-I~ L-·4:>- 61'-IC..C.C> FIN1'5H: Ot--lEc =1,.n-1 BA-'SE. ..,. O N.i;;;. Fl NI 'cc>H ,:;:o.,,._, ,o M~---rc.H ~H. "'-ti -111 ~ ~ C(: , • ' • . '· . 11,L.-.11 ....,,__ .., . I 1011 -:2. f.€1. -:c Fl i-J tel4 ~ II ~.~~ _ 2+ _ ~ ~;ot.Js. (rt--.X114) ~-1;,~ ,'2.11 -:zci" z'L, ==----~ l!f''=I=' ~ q.ie pu,11~ CQ"'-i w _, -~ -. _ . 1-f"µ ('-~ 1 WCTLl"'-e'. -"----: ~ ... , . ' ,. . «-'I.----l;;~~~~-:Z.: I '!irl..CfS I - + - ---------" -'1"" -/ ~ . I-W-+l+--.J.,IWIK----------2==--_, / t:ro ;I CIT'f Of CAI\LSBAD PLANNING DEPARTMFNT ~-". ..... ----. 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I \i,.,_ . \ . ,., . ~ ,\~. ~ \ ' I I I I -----...... v;.;~ (Jo .....-_.,,..---f:=~J !',LEE:VlNG NOTES: FOP l;>R~~S$l)RB .. ~/.1.)\,:Nl/N_i:;~ -ALL =i:.EEVES UNDE!i VEHICLE PAVING• (STREETS, 1'A.RK.(NG; SP.A(E$, !>.NO DR:VfWP,y::;:, Sl"IALL BE :sctrn:iuu: 80 I',\!.(. )'lP~ WITH "' 1-'INIM!JM CF F," (,f (:0•JEH, (*) · A;,;, ::~l VEt,; l!IWER P.EDESTRITI~ PJ,VING (;;.!)_',.;ALKt,;, t;:,JT Y ~f\•·;~, ··Tc,) SHAbL Bii!-SCHEDllLE -10 P.V,C. l'lP£ WJTcl A ~'.U'-Ji"-11:~j ,·;~'Ill"'•~• :·()'11-:H I*) · Al.,L SLZbVCI'. UND.::R VSl!ICLE Pfl.V!NG (!';'T11:Eris, Pll:~KING SP.ACES, AND DRTVEWA.y:,) ::;MALL BE SC!iE:DIJLE 41) J'.V.C. f>!l-i-. Wf?H A ~It-aIMUM m· 111" CF ~ovr.i:.:. ("') -AJ.,J., t,;J,EEVt:S UNDER PEDE:;TRIA.N P.AVING [SIDE:WAL!'(.5, ENTfl:Y WJ\Lli:'.S, E~·c.) ~:J,,LALL BE SCHE[)ULE 40 P.V,C. l'I~€ w:i:~·H .A MlNIMliM OF 12" \;P COYF:f\. ('"I -J\\,L SLH:VE.S TO l:lE ll, '.1'IMU~ OF 2~TIME'-: O:tA!IIY.tEH •lf" 1-'lPE TO 1· ·n7 , SHEET , L-/ I i "" w, i,;4c1<. ,,,oewl"-f( 13c' a;,ci<: cvi<,c, I! (\ S 3 U T : _ T 1 \ \ ,;.z7.9s l!TLE 4"/VO,;q<>PEf!f<:_Ct'.trecr *5B'1 \ DATE ·G//5, P~P.TAi · ?/<jW/: fi/¥'1'1/'CHc/( ,4930::. R[VJE\./ED BY _?-. Jsht: INSf'ECTDR 5~1-9s DATE PLANNING D[PARTMC:NT 2 ( CITY OF CAI~LSBA.D I SHfTTSl ====--===-:----:-:--------··· ... -·· ··-··- APPROVEI) FOR PLANTINC; 1-\ND IRRIGATION ONLY, INCLCDING PRECISE LOCA .. TION OF PLANrfING AREAS. SEE SHEET L-21 FOR IRRIGATION LEGEND Bl:: SLEl,:v~:n. (*) i:.:J.:J.·.\UI -'l'O (X'J'.'Y AND WATJ;;R DISTRIC'':' STANDARl~S i"OF! (l£t''ti-1$ UNDER DOMESTIC WA'I'!';R 1,XNt:::;. "SANDERLING" AVIARA AREA 7 CT. 90-5 W,'.__,,, :::..~ -:_;:2f:_ C:..\.Y---:;,S~~--\(.,'·-') 02~A'.~.-:::.::, t-...10, I ¼.\,:~ NO. 2. ___ S\--IF.:F:.T L. • 1'2... RESTROOM FACILITIES IN MODELS WILL NOT BE IN OPERATION (MODELS) APPRO'✓:cD/ ...... --+-u,,,_:? ··---. ASSISTANT PLANNING ----- Dl?ECTOR PROJECT NO. CT 90-5-1 1-31-:iS C.M.W.D. 90-509 m r ~'f---, I 1., L•II It :0-4) ' .. l'J (J:E= .. ~=~__:_.. I 1-~ ~=- 1 ~ ~ 1 I==== I ~~uY {1@,-,--======- l•iJ ;.' Pp- t ~ ,,. '"' I I I - I I I I - I el I I , 1' I I ~: I r _ _i I 'II i I ' I ,-I I ,' I I I \ \ \ -% \ I I I I I I I Cl> > I- 0 a, ·-.c a. -0 "O < I I ) ------; ( \ I I I I I \ \ --------------- -~-- 35 FT TO 4_5 FT_ 12"MIN. ]----- ~ ~o'"" moc,c mAA,ao, (!) -POTABLE MAINLINE (SEE IMPROVEMENT DRAWINGS) (1) -REClAIMED WATER IRRIGATION MAINLINE (2) -SLEEVE (-!) · STREET SURFACE NOTE: ALL REctAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN : "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RECLAMATION_ RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" JUNE 1991 'I< t--::,,,..----f'g-11 ;,,; ,,~ G) POTABLE MAINLINE CROSSING 1' w '-. :IC ' !t I .,. "f, ll!t" ' "' -)':-~~ ~ -"" \, I .. ~ ------ft&'"- --... ---·---■--\ ·-· --r-· - --. -•-•-• ,. -----. -• ----c-------J-- . -·-· ---·-·-·-·-·-~ --·--~-~-·-·-·-·-·---y- 1 I ~ t1 I :k I I j( I I l< (fl) ... I I I ! 1-~J ◄ SEE SHEET L -21 FOR IRRIGATION LEGEND 11 l'1S BUILl 11 -ffl,"N,<". ~,•<'He'}'. ,4~«;<"-'f· -i:7.'f6 API)RO VED -FOR PLANTING !-\ND IRf\IC~ATION ONLY, INC L,Ul)INC; PRECISE LOC1\TION OF PLANTING AF~J1~AS. - -----------------------------~:~: TI TLC:_ /'.t'yV,!7,>Cl'l'E l''!'t(HlracT ""'J'tJ17 Dr, TE ,\\ga f\Of R[\;][\./ED BY ---_ L. f/t?e-/G____ s-1-qs SECTION -NO SCALE Q)-•0 10' MIN TO ~QT_t,_BLE MAINLINE IN STREE!.-------J.= (!") · POTABLE SERYlCE LINE (2) -RECLAIMED WATER IRRIGATION MAINLINE (1) -CURB :4) -SIDEWALK (_~) -METER BOX NOTE_ VERTICAL CLEARANCE OF 12'" MIN IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET 2 POTABLE SERVICE LINE CROSSING ~ I -TION -NO SC.ll.L_E SH_E;;r__ I CITY 015-CARLSBAD 11 SHffTS j L f PLANNING DEP/\RTM[NT ZJ "' -, ··-····· ---·--···-·-·· "SANDERLING" AVIARA AREA 7 CT. 90-5 APP-'<OV£.D // / .. ;l?i/ ( /-3/-7[' A$ s Is T'.liN T p LA N·-N-l-NG_O_IR_E_C_T_D_R ___ ___c DA ff D 'll'N BY: -=i ";::===P=R=O=JE=C:::T=N o=_==-=-=:;:::D=R=A=W=I N=G=N=o=_ ~~';,;°0 s;~,-----d CT 90-5-1 C.M.W.D_ 90-509 " >< w ...J a.. :I . < 0 0 0 ~ C w c( ::E m 0 ...J :::c er: c( ...J 0 w IO C 6 \i, 0 CD CC:;i~ ::E d cc',: <i ::···, I: z < ..,: a: • < 0 -> < :s -.·· I .. .I, •,,, ' ' ? ~.Ll1 ',I.,\>' -·CCl'.11' --,I i i Reduced Pressure Assembly with Gate Valves Nipple flbow Union Nip pie Finish Grade As Required to P_O_C_ Elbow l C_F_ Cone. Thrust Block Note: All Nipples and L_ll>ows fhroaded l.lrass _ Nipple ____ Elbow ___ Nipple • _______ Wye Strctlner 160 Meshl ~--------f'ressuro Reg_ , When Called For On Plar,s -~ Nipple ' PVC Female Adapter """"ij,._-• _____ PVC Main :"'f.l.J!li;J.,;;,/1 L i n e __ Sch_ 80 PVC Nipple _______ Elbow _ 12" Deep Pea Gravel jbJ<bJAl.L pe,.g C.M.W.O. ~10.l"J'WG _..,.W-20 / C E . a:, As Required to Vacuum Breaker Sch. 80 PVC Nipple A ______ Hound Piastre Valve Box wiit, T w is I L o ck l. id ('' (-'vQ.PV;:. ~ (.!I? R~'Q.) Turf: 1•. ~------Shrubs-2· Above iffllll_l!I'" ____ Finish Grade ~----+-l-1---l-+-----Pressure Regula tor per Plan +----+-I-------Sch_ 8 0 PVC Nipple / ~-+-1-------PVC Fe ma le Adapter -+-<>--------PVC Main Line -,_/4~ /i ' ' 2x4 Redwood Block. 1,2" Long 12 req'dl E -~--Sch_ 40 PVC __ PVC Tee or Elbow on Pressure Line L ~ ' ,:. t .. /' /--"· _____________ -_--_-------===-------,------'- -i;¾@[ru~[?@~ ,./ /' not to "'--~ --~:k ~--:~ Rea--;,_ :> Pres~ Backflo"' .; , Ass'y (Flanged1, , ,: Nipple~ flbow ___ , Nipple Wye Strainer 160 Meshl Nipple Finish Grade sen. so PVC Nipple PVC Ma In ____e.~'11"'! Line PVC Female Adapter Elbo I C.F_ Thrust -: ' \ ' ' { i','i :, ,,( .-s '--·/ , o X FIPT _ -Is r pple f_lbow __ Nipple Note: All Nipples and Ubows Tnreacfod Galv_ S1eel IPVC Wrapr.,od. llelow Gradel ___ As Required to P O.C_ -------p Pea ,%1-"\. W,;, -- /jcfil@~~~@W lPl?@\".?@ml~@[? not t.u :;~;..-1,., E:poxy Wire Connectors ~#14 UF Control Wires Vinyl Tag wllh Station Number C f • '° 2 4 • Expansion Calls PVC Elbow AAn ti -s i or,on V>"Ji!if-ifei llristall a I High f'oinl of Systeml 5. (\fin i n Ab O Ve Hig'1est Sprinkler Nipple Tee or Elbow __ as Required to L.ateral Line Tape Wires to • ------•,,..--·--- ("P(J~f'Le. ~ t.tr:i s:i!eG:i'o."') RectangLl IaI Plastic Valve Box __ -_____ Turf: 1· Shrubs 2' AbOVt:> ..,.,.... ___ r'lnish grade_ ,.------Remote Control Valve __ PVC Male Adapte +------PVC Lateral Angle to Specified Depth with 45· Llbow 2x4 f'ledwood Block __ 1· Crusned Rock, 12" Deep ______ Sch 80 PVC Nipple 5· Long •------PVC Main Line per Plan Main Une. B. "' nul to sc:il.le 111r,. ·-· __ _.,, Note Ali Ntpple-c: ancl El:oows Thrnadod l.l, 8SS or pnr Local Codtis -· -0 •----__ Cur b . Walk Of • Foundation As Hequired to p o_c_ P'✓C Male Adopl"r llrl ( !.!) Pressure~-•· Vacuum __ "' Breaker Gate _ Valves Nipple_ Vacuum Breaker !Install a1 High Poin1 of Systeml Finish Grade -- -' ------o. j. ---------~ -~--- C. [ ~ -(_ a:, "?:·~t/~J:~ 't;-, --z" ' "· . ·/ ________ _ As Required_ to Con1r Va / • ·''· : ... S1al~l1~se~ ~~'' :.,:c Clamps 121 '.:' ,- PVC Coupling o r s p r i n g _=::::===~ as Required 7 olo_ All Nipple~; i:HHJ f i I I i n g ~ f ~l re a (j t1 cj ii ( d S ~-~ or pAf l OCdl C:ndes __ Wyo Sir airwI If;() MfJst1I flrASSlH(J - -flegllldt0r I w r, en ~; p e ci f i tJ d I Serl. AO f'VC Nippln f'VC female Adapter Mnin / ,// /1 Nipples /oows • --HJ e d B r a s s ._'-· //,-,r I ocal /°des , /5· Long Nipple ,/ ( ___ Elbow (_ 6' min. Highest Sprinkler Above r Elbow uired al I ine Head Ian .. ,· ----</ .,.,/ i / /" /;,,_,--Finish Grade Check Valve • -_ Q ~- C u r b. w a I k or ______ .:°_,... ___ <::> __ -_.._.. ~1~ '-/} Foundation _ __ '- ,1 ··, /4 '-/ ))# son. BO PVC Nipple 3/4"x36' Galv. Pipe Stake Marlex S1reet Ell PVC S1reet E 11 PVC Tee or Elbow. - PVC La1er ,- ·> :.· •',:< '-.,_\ --.+~""!i-...,1..----~ le: Use Non - d Pipe Dope Swing hreads ,L-----------'---==-------------''""- . i ,'---;,_ flu\ t,·, s,:ale -~ ;~ [}-O@c§l(Qj . ,.\ .. ;, C. [ a:, --------------, .... -~-~·-· Quick Coupler Valve Finish Grade ___ _ C'PU~p!,.E.-1.-11"7 ~!!!.~'!?,") fic,·Jil(J Plctit1c VcJlve Hox wilt, Twist Lock l.1lf ·, u r f 1 • • ~nHut:J: ,1~ AtH)V0 -----F-inisr, Grcide Gale Valve per ~'Ian ,---++------------Seti 80 PVC J ____ ...... __ _ Nip,de f'VC F ernale Adapter ---------l'VC Main I 1ne ?x4 Hedwoud Block 112· long, 2 req·c1I 1· Crushed Hock, 12· Deep -------·---·----· ----------------,,,.--.... --------.... ------.. -\. 6" C J r D nol to seal~ Note: All Nipple<e> and FIiiings Threaded Brass L Curb, Walk or F o u n d,ati on NI pple --~-----+,. E Coupling Nipple I CU.FT. Concrete Elbow Stainless S tee I Clamps 12) Galv_ Coupling or Spring Check Valve as Required Galv_ Nipple 3/4'x30' Galv ______ _ Pipe Stake Galv Lateral --------,, Sl··f: [ T L 13 • <O PVC Male -Adapter ..J,.....1,-...V Coupling \--------Ni pp I e or -, /'mSpray __ "°'.✓-f-' I a n APPROVED. FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "SANDERLING" AVIARA AREA 7 CT. 90-5 -" ---···---····-· C.M.W.D. 90-509 >< w ...J a. :E 0 () w ~ 0 :c ...J w C 0 :E II: <( cc <C -> <C ~ U) ...J -<C 1-w C z 0 -I-< CJ -a: a: • <t (j ~ ;z co < en o ...J -a: a: <( w (.) ~ lO I 0 0) <( J: c(i . a:: 0 2 -cc < ..en ·,,.' ' ·1 :'/ a ( ,.,, Curb. Walk or Foundation Hi-Pop Head per Plan Male X Insert Poly Elbow PVC Lateral PVC Tee ISXSXTl 12' Length (min.I Poly Pipe ~i=t. -•· 0 . I::, ... ·. ,;':;:: ~!·#1 > ----------~ -~~-' ,J,. ~ -----~-'"· -~ !,-''N:, ~i);' -.,ti*! STREET SURFACE---, \ I POTABLE MAINLINE (SEE IMPROVEMENT DRAWINGS) 7 • • I 13.5 FEET I • • 7 12· MINIMUM REQUIRED VEf'.TICA/. SEP~AAT!ON! nol ~ ~-SLEEVE RECLAIMED WATER IRRIGATION MAINLINE x Insert Elbow • <O I NOTE ALL P.ECLAIMtDWATE_q IRA.'GA ":ION PIP~ ANO SLC~VE.S Si-!ALL 3E PURPLE AND L_!l.8EL£0 AS SPECIFIED !N; --4 "STANDARD SPECIFICAT70NS'F,~!1 P.Cil'l/l..T~ iRRIG/'-.TION SYSTEAISW "CA.'!LSBAO RECLAMATION PU~ES ANO RfcGULlT:ONS FCr! CCNSTRUCTTON CF RECLA/MEO WATER MAINS' ocTq{!Ef?. _ f</'f3 POTABLE MAINLINE CROSSING •,•,,-··" r--------------:-------------------3:,:·'-.:.,) ', ---SIDEWALK ~-METER BOX WIMETER CURB--~ -r--++ 24" ~~~p!C;S~:S:S::~r::::;:_:;;~j~::-_:::::;;'l ' !:?'MINIMUM 10' MINIMUM TO POTABLE MAINLINE IN STfiE[;-Tl-____,. RECLAIMED WATErlJRRIGA110N MAINLINE WISLEEVE -~ NOTE: VERnCLE CLEARANCE OF 12· MINIMUM IS MANDATORY 'M--IEN CAOSSING PA TT-/ OF A,POTABLE WATER UNE. it✓STALLATTONOF RECLAIMED WA7ER /RRJGATCN MAINUNE 24" FROM FACE OF SIOE"IIALK WILL PROVIDE THE NECESSARY 10· HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET '.-. . POTABLE SERVICE tr/NF CRO.S.c;/N_r:; no l t.o •cc.a I~ curb, Walk or f-ounda lion Pop-Up Head per Plan Schedule 80 PVC Nipple Marlex Street Ell PVC Street E II PVC Tee or Elbow PVC Lateral Line o· Finish Grade Note: Use Non- Leaa Pipe Dope on all Swing Joint Trireads ~------------------------------------,.~;;.,;~;,. 0 Pressure-------+ Main Line J 6' J Finish Grade 18" for Lines 2-1/2' and Smaller; 36" for 3· and Larger and All Lines Under Paving Direct Burial Low Voltage Control Wires. Bundled together and Tared to Pipe at Ten Foot Intervals • C OJ (0 (l_ r _. __ -----.----1 · ___ Walk, Pavement. · or other -Structure _ _s:~r _____ Non-Pressure , Line Note: Trenching and Backfilling Shall be per Standard Specifications s not lu ~calt:! ~VE~ ----· l ··,o.,.c..·· c,D ..,;r.,_) I R.~-''WAV41NoC.n "f..o.,<; ( ;::1-1 R\";,,T!E. ") ' .. ~'---..J-: - . a .. 0 r ... ,c.o'• .... I _o o , • i.:::' P"!!.,..,_ ~ve.1- -~~~o ~ C\ STRAINER \..WJ------- Curb. Walk or Foundation ----. • t ---··--.. . Finisr1 Grade 0 o -__ -_/ "' --- Lawn Pop-Up Head per Plan Schedule 80 PVC Nipple Marlex Street Ell PVC Street Ell PVC -"--.}. ~--" .-, . ., ~-_if.;/·,, 1/.i' ·:,!•\}. ~0 '{:,:_< '.. 'i "' . ,·: . ~_;., :~., \ ) '. ~ ",. "' --:,/-[µ) lb®lWml ~~[?@~ / Wall Mount Controller per Plans Seoure Cabinet to Wall with Suitable Fasteners (Two Min.I <ll C E . N Not·e-Use Non-- sad Pipe Dope all Swing T~1reac1s _ On/Off Switcr1 ILockablel Note: All Electrical Work Shall Conform to Local Codes Flnisn Grade/ Floor "'!'1111"11"" _______ Final Location 01 24 VAC Wiring In PVC Conduit Controller Shall be Determined by Architect +----120 VAC Servioe, per Code T 1"1£>t to ,!!CdllC Curb. Walk or Foundation Sch. 80 PVC Nipple Marlex Street Ell PVC Street Ell PVC Tee or Elbow .0 --------------• . N _ Shrub Spray per f"lan p v C L a t e r a I -~-----+ffl~~lt--,....T'I Line r Note: Use Non- Lead Pipe Dope on all Swing Joint Threads Enclosure per Plans controller per Plans -3' min. Clearance All Dimensions On-Off Switch F'lex Conduit Concrete Pad Dimension to Size 8" Larger than Enclosure All Sides 1/2':.:6' Galv. Anchor Bolts 14 min.I 120 Volt Service per Code - . a ~ • . N - -. ... . I --- --• <ll "" --· ilgjl .J ' ' r ' : : ,-····1 ' l__j I ; L .... : - ,A, fl. -. <l "" • C, • • C, ~ <l [ , • • ~ Q not to s.c:ale rzA/j,.j ~1-HJ"l'"-OF-F Ut-JtT C:::: Note: concrete ./ Work per Standard Specifications ~ Note: Looate Controller Two Feet min. from Nearest Strl.-cture Alum. Mt'g Panel 24 Volt Terminal/ Board with ' 1111,~ =1111 I cc I Cirouit Breaker and Relays Note: All Electrical Work sna11 Conform to Looal Codes Where Called for on Plans. Install Two Controllers in one Enclosure Control Wires ~ \.'" I in 3' Dia. -Conduit u nut to scale APPROVED -FOR PLANTING AND IRRIGATION" ONLY, INCLUDING PRECISE LOCATION OF' PLANTING "/\REAS. SHEETS '"LI 1sFi:ITT[CITY OF CAl~LSBA.D ~j n.ANNIN,_, JJU'ARTMENT ____ -_·_ --------------------------~---~ "SANDERLING" AVIARA AREA 7 CT. 90-5 C.M.W.D. 90-509 >< LU .J a. :i 0 u LU :E 0 :::c ...J LU C 0 :E I: <( a: <C -> <( i:lt >-"' "' z () "' ;;; w "' cj z ';;.. uJ ~ z ~ 0 z '--' en ....J -<( I- LU C z 0 -..... <( c., -a: a: - <i. 0 • C <( co Cf) ...J a: <( 0 lO I 0 0) . 0 z r: 0 u ,J") Z v a.; - t ,,:.. Ill ~ 0 z ~ Q a: w '.:? < s 0: a: ~ < u "" -2 0 >- ➔ o:; ., • I ' I • I I • SCOPE OF WORK THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CONSIST OF THE FURNISHING OF ALL LABOR, TOOLS, MACIIINERY, MATERIALS, APPLIANCES, AND PROCESSES REQUIRED FOR THE INSTALLATION OF A COMPLETE LANDSCAPE IRRIGATION SYSTEM HFRFIN SPFCIFIEll ANll SHOWN ON THE ACCOMPANYING DRAWING(S). GENERAL REQUIREMENTS (A) INTENT -THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COMPLETE AND EFFICIENT SPRINKLER IRRIGATION SYSTEM READY FOR USE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS; AND, MEETING THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE WITHOUT FURTHER COST OF LABOR AND MATERIAL TO THE OWNER. {BJ VERIFICATION OF DIMENSIONS -ALL PLOT DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL REPORT ANY VARIATIONS TO THE OWNER'S AUTHORIZ!clJ REcl'Rl'SENTATIVE. (CJ EXPLANATION OF DRAWINGS -DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF HIS WORK AND PLAN HIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC. AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GFNERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES. 1) ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. (DJ SITE CONDITIONS -THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT 15 OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT MIGIIT NOT HAVE BEEN CONSIDERED IN ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THL OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. (E) PERMITS AND FEES -THE CONTRACTOR SHALL OBTAIN AND PAY FOR ANY AND All PERMITS AND ALL INSPLCTIONS AS REQUIRED. (Fl MANUFACTURER'S DIRECT IONS - MANUFACTURER'S DIRECTIONS AND DETAIL.FD DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURERS OF ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. (G) ORDINANCES AND REGULATIONS -ALL LOCAL, MUNICIPAL AND STATE LAWS, AND RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THESE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RU LES AND REGULATIONS OR REQUIREMENTS OF THL SAME. HOWEVER, WHEN THESE SPECIFICATIONS AND DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCT I ON OF A BETTER QUALITY, HIGHER STANDARD, OR LARGER SIZE THAN IS REQUIRED BY THE ABOVE RULES AND REGULATIONS, THE PROVISIONS OF THESE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRECEDENCE. (H) DISRUPTION OF SERVICES -PERMISSION TO S-HUT OFF ANY WATER LINES MUST BE DBTAINED FROM THE CONSTRUCTION SUPERVISOR, WHO WILL MAKE THE NECESSARY ARRANGEMENTS WITH THE OWNER. DISRUPTION OF c.XISTING SYSTEMS SHALL BE KEPT TD A MINIMUM. ( I) SOURCE OF WATER SUPPLY -THE CONTRACTOR SHALL VERIFY AND BE FAMILIAR WITH THE LOCATION, SIZL AND DETAIL OF STUBOUTS, PROVIDED AS THE SOURCE OF WATER SUPPLY TO THE SPRINKLER SYSTEM, AS SHOWN ON PLANS. {J) EXISTING UTILITIES AND CONDITIONS -PRIOR TO CUTTING INTO THE SOIL, THE CONTRACTOR SHALL LOCATE ALL CABLES, CONDUITS, SEWERS, SEPTIC TANKS AND OTHER SUCH UTILITIES AS ARE COMMONLY ENCOUNTERED UNDERGROUND AND HE SHALL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK THE CONTRACTDR SHALL PROMPTLY NOTIFY THE OWNER'S AUTHORIZED REPRc.SENTATIVL WHO WILL ARRANGE FOR RELOCATIONS, THE CONTRACTOR WILL PROCEED IN THE SAME MANNER IF ROCK LAYER OR ANY OTHER CONDITION ENCOUNTERED UNDERGROUND MAKES CHANGES ADVISABLE. WHERE INVESTIGATION OF SUBSURFACE CONDITIONS HAVE BEEN MADE BY A QUALIFIED BODY IN AREAS WHERE WORK IS TO BE PERFORMED DR IN AREAS IN WHICH LOCAL MATERIALS MAY BE OBTAINED, CONTRACTOR MAY REQUEST THE USE OF SUCH INFORMATION BUT WILL BE DIRECTLY RESPONSIBLE FOR ITS VERIFICATION AND ACCURACY. (Kl VERIFICATION OF FINISH GRADE -THE CONTRACTOR SHALL VERIFY THE CORRECTNESS OF ALL FINISH GRADES WITHIN THE WORK AREA IN ORDER TO INSURE THE PROPER SOIL COVERAGE (AS SPECIFIED) OF THE SPRINKLER SYSTEM PIPES. C) z >-i J:...--, ~ z < .......:i 0-s 0:: 0 µ:.. Q µ=l > 0 0:: 0-s 0-s Ill. SUBMITTALS (Al MATERIAL LIST: 1) THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED BY NAME IN THE DRAWINGS AND SPFCIFICATIONS. NO < SUBSTITUTION WILL BE AL·LOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAl'L ARCHITECT, A>JD err/ •1-l'.if'E.CTOl?c. 2) COMPLETE MATERIAL LIST SHALL BE SUllMITTL:IJ PRIOR TO PERFORMING ANY WORK. MATERIAL LIST SHALL INCLUDE THE MANUFACTURER, MODEL NUMBER ANO DLSCRIPTION OF ALI_ MATERIALS AND EQUIPMENT TO BE USED. 3) EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR REQUIRLD TO RLMOVL SUCII MATFRIALS FROM THE SITE AT HIS OWN EXPENSE. 4) APPROVAL OF ANY ITEM, ALTERNATE OR SUBSTITUTE INDICATES ONLY THAT THE PRODUCT OR PRODUCTS APPARENTLY MEET TH[ REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. 5) MANUFACTURER'S WARRANTIES SHALL NOT RELIFVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES SHALL ON LY SUPPLEMENT TIIE CUARANTEE. IV. INSTALLATION (A) STANDARD OF INSTALLATION -MATERIAL AND WORKMANSHIP SHALL lll IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES OF LEGALLY CONSTITUTED AUTHORITIES, EXCEPT WHER[ PROVISIONS OF T11LSL SPECIF'ICATIONS EXCEED SUCH REQUIREMENT, THESE SPECIFICATIONS SHALL GOVERN. (Bl EXCAVATIONS: 1) LXCAVATIONS SHALL lll OPFN VFRTICAL CONSTRUCTION SUFFICIENTLY WIDE TO PROVIDE FREE WORKING SPACE AROUND THF WORK INSTAl.LED AND TO PROVIDE AMPLE SPACE FOR BACKFILLING AND TAMPING. 2) TRENCHES FOR PIPE SHALL BE CUT TO REQUIRED GRADE LINES, AND COMPACTED TO PROVIDF AN ACCURATE Gf~AflE AND UNIFORM BEARING FOR THE FULL LENGTH OF THE LINE. 3) WHEN TWO PIPES ARE TO BE PLACED IN THE SAME TRENCH IT IS REQUIRED TO MAINTAIN A 6-INCH SPACE BF.TWEEN PIPES AS A MINIMUM, 4) DLPTII OF TRENClll:S SHALL Bf SUFFICIENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP OF THt: PIPE AS FOLLOWS: a) H ltJCII o•~[R A.C. ~•.Alfi bltl.: bJ 18 INCi! DVLR MAIN l.lNF, UNDER PRESSURE c) 12 INCH OVER NON-PRESSURE LATERAL LINF_S 5) WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREF.S, THE CONTRACTOR SHALL USE ALL POSS IBLE CARE TO AVOID INJURY TO TREES AND TREE ROOTS. EXCAVATION IN AREAS WIIERE TWO [Z) lt--iCH AND LARGER ROOTS OCCUR SHALL BE DONE BY HAND. ALL ROOTS TWO {2) INCHES AND LARGFR IN DIAMFTER, EXCEPT DIRECTLY IN THE PATH OF PIPE OR CONDUIT, SHALL BE TUNNELED UNDER AND SHALL_ llE HEAVILY WRAPPED WITH BURLAP, TO PREVENT SCARRING OR EXCESSIVE DRYING. WHERE A DITCHING MACKIN[ IS RUN CLOSE TO TREES HAVING ROOTS SMALLER THAN TWC (2) INCHES IN DIAMETER, THE WALL OF THE TRENCH ADJACENT TO THE TREE SHALL BE HAND TRIMMED, MAKING CLEAN CUTS THROUGH ROOTS ONE (1) INCH AND LARGER IN DIAMCTER. CUTS SHALL BE PAINTED WITH TWO COATS OF TREE SEAL, OR EQUAL. TRENCHES ADJACENT TO TREES SHOULD BE CI_OSFll WITIIIN TWENTY-FOUR (24) HOURS. WHEN THIS IS NOT POSSIBLE THE SIDE OF THE TRENCH ADJACENT TO THE TREE SHALL llL KEPT SHADED WITH BURLAP OR CANVAS. (CJ PIPIHG G~I al OPE5· (u;.,._, l] ALL PIPING ON SLOP.E FACE OR AT TOP Of SLOPE SHALL BE GALVANIZED STLFL. PIPE OR "llRDWNLINE" PIPE AND SHALL BE SECURED ON SURFACE AS INDICATED ON DETAIL. 2) PIPE WHICH CROSSES CONCRETE DRAIN BENCHES SHALL BE PLACED OVER THE SURFACE. UNDER NO CIRCUMSTANCES WILL PIPE BE PLACED BENEATH CONCRETE BENCHES. [DJ JOINING OF PIPE -THE CONTRACTOR IS RESPONSIBLE TO BE FAMILIAR WITH ANY AND ALL METHODS OF ASSEMBLING, JOINING AND INSTALLATION OF THE VARIOUS TYPES OF PIPE TO BE USED. HE WILL ADHERE IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDED GUIDE. IF DURING ANY PHASE OF THE WORK THE OWNER'S REPRESENTATIVE FINDS THAT THE CONTRACTOR OR ANY OF HIS WORKMEN ARE NOT FAMILIAR WITH THE RECOMMENDED PROCEDURES, THE CONTRACTOR SHALL ARRANGE WITII MANUFACTURER OF THE PARTICULAR PRODUCT FOR THE SERVICES OF A QUALIFIED MANUFACTURER'S REPRESENTATIVE TO INSTRUCT WORKMEN IN THE PROPER RECOMMENDED PROCEDURES. {E) FLUSHING OF SYSTEM: 1) AFTER ALL NEW SPRINKLER PIPE LINES AND RISERS ARE IN PLACE AND CONNECTED, ALL NECESSARY DIVERSION WORK HAS BEEN COMPLETED, AND PRIOR TO INSTALLATION OF SPRINKLER HEADS, THE CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTEM, 2) SPRINKLER HEADS SHALL BE INSTALLED ONLY AFTER FLUSHING OF THE SYSTEM HAS BEEN ACCOMPLISHED TO THE COMPLETE SATISFACTION OF THE LANDSCAPE ARCHITECT. >-, CJ z ,-..:i kl f-----i z (/J b ,-, 0 u z < kl ,-..:i z Cr.: o..... 0 p_, J------< en H ~ ~ < <r; C) 0 kl C) z 0:: >--, >----< Q z <r:; Cr.: ~ :=:i 0 >--, ,-..:i >-i E-< u Q z <r; r , z >-i '-' " < '-' ,-.; ( F J { G l "' "' cO " "" ~< ! N r._;-i u "' h I z ~ "( -~-: I V N ~ -., ~ ~ f--~ " a:::: v'1 :.c -;;-I-I L.4.JwU~• f-----i I I I-~ t::c 6 -' ~ U<('"':;,N _J c::( -c:,_ lL U CD Y'.. ::'E u "' . . " ' Z O V ~ ~ 0 cl'i r-. :r, < (,/) V r-. _.-C-1 < r,/) C ,... ~ c:i:::: ~ ' ;:_, <r: LL.~<~-~.'::, "' ~ ~ ., ~ ;::: -r ~~ " cc " PRESSURE TEST: ~ < C I ~ w I ' tJ O:'. ~ w 5 w Q'. ' I I i ... C I z L() -I u 0 u..' 0, "=' u f-er: □-0 ' i~; ;;:! C b ' ~ ::t:: .' ~ /: C 0 __J :;;:' ...;r ~ > 1) ALL PRESSURE LINES SHALL BE TESTED , , 2 ::;' UNDER HYDROSTATIC PRESSURE OF l'E':,r-t-t-t-t-t--t-~t-t-~+-1 t POUNDS PER SQUARE INCH, AND ALL "' NON-PRESSURE LIN ES SHA LL BE TES TE[ i':' ~ UNDER THE FXISTING STATIC PRESSURI , ;§ ~ AN D BOT H B E PR DV EN WAT E RT I G H T . ,-,--,------,--_ ~-,--,---,--,--,-~ ,· _0 _, CONTRACTOR SHALL PROVIDE ALL I EQUIPMENT fOR HYDROSTATIC TESTS. , . 2) 3 ) NOTE: TESTING OF PRESSURE SUPPLY LINES SHALL lll DONE PRIOR TO INSTALLATION OF ELECTRIC CONTROL VALVES. PRESSURE SHALL BE SUSTAINED IN TIIE LINES FOR NOT LESS THAN fouR (4, HOURS. IF LEAKS LJEVELOP, THE JOINl S SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM I PROVED WATLRTIGHT. TESTS SHALL BE OBSERVED, AND APPROVED llY THE OWNER'S REPRESENTATIVE;..PRIOR TO BACKFILL. ..... A ... o P.i"{ Cir,' IN~E.c..ToQ LJPON COMPLLTION OF EACH PHASE OF THE WORK, THE CONTRACTOR SHAI.L CHECK AND ADJUST EACH SPRINKLER HEAD TO MEFT THL SITE REQUIREMENT: AND PLAN. BACKFILLING: ! ! I I ' I I I i ' i I ' ' I ' I ! i i ! i I I ! i z 0 f- Q_ Q'. u {/") w :::, · I I I i<'11§ I 1"' .. ~ I I I I ,II 1g I,._ I I I I , 1 lo I 1 , , I 1' 1 I I w e5 1 J BACKFILL SHALL NOT BE PLACED UNTIL . i : I I' 1·~ I~ THE INSTALLED SPRINKLER IRRIGATION I i . w SYSTEM HAS BEEN INSPECTED AND L------'-'-~-.._,.,.._ __ 1 ___ _, APPROVED BY THE OWNER'S REPRESENT AT IVE, A,,,ID c,...,. r>J~ecn,,,__ 21 BACKFILL MATERIAL SHALL BE APPROVED SOIL. UNSUITABLE MATERIAL, INCLUDING CLODS ANO ROCKS OVER 2½ INCHES IN SIZE, SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF LEGALLY AT NO COST TO THE OWNER. 3) ALL BACKFILLING SHALL BE DONE CARLFULLY AND SHALL BE PROPERLY TAMPED. SANDY SOIL ONLY SHALL BE TAMPED AND PUDDLED TO ELIMINATE ANY VOIDS. 4) SURPLUS EARTH REMAINING AFTER BAC Ki! I I.LI NG SI IA LL BE DISPOSED OF ON THE PREMISES AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 5) WHERE EXCAVATING OR "JACKING" IS REQUIRED UNDER ASPHALT PAVEMENT, SIDEWALKS, ROADS, ETC. CARE SHALL BE TAKEN IN BACKFILLING WITH SAND, TAMPING AND INUNDATING WITH WATER. 6) SAND BACKFILL, WHERE REQUIRED SHALL BE PER OETAIL{S) ON PLAN, ~· - <[ 0 ' Ct: w "' 0 ·W 0 z <[ __J (L 0 0 z -w "' > w 0 w Ct'. z CL G Q_ z < w (H) TEMPORARY REPAIRS -THE OWNER RESERVES THE RIGHT TO MAKE TEMPORARY REPAIRS AS NECESSARY TO KLLP THL SPRINKLER SYSTEM EQUIPMENT IN OPERATING CONDITION. THE EXERCISE OF THIS RIGHT BY THE OWNER SHALL NOT RLLIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES UNDER THE TERMS OF THE GUARANTEE AS HEREIN SPECIFIED. (I) SPRINKLERS: 1) ALL NOZZLES ON SPRINKLERS SHALL BE TIGHTENED AFTER INSTALLATION. ALL SPRINKLERS HAVING AN ADJUSTMENT STFM SHALL BE ADJUSTED ON A LATERAL LINE FOR THE PROPER RADIUS, DIAMETER AND/OR GALLONAGE, 2) fill SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADES UNLESS OTHERWISE DESIGNATED ON PLANS, J) ALL SPRINKLER RISERS SHALL Be: INSTALLED AS INDICATED ON PLANS AND SHOWN ON DETAILS. (J) VALVES: 1) PIPING SYSTEMS SHALL BE SUPPLIED WITH VALVES AT ALL POINTS SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN, ARRANGED TO GIVE COMPLETE REGULATING CONTROL THROUGHOUT. 2) VALVES SHALL BE THE FULL SIZE OF THE LINE IN WHICH THEY ARE INSTALLED UNLLSS OTIILRWISE INDICATED. 3) CONTROL VALVES SHALL BE ADJUSTED SO THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE HEAD MANUFACTURER. CONTROL VALVLS SHALL BE ADJUSTED SO A UNIFORM DISTRIBUTION OF WATER IS APPLIED BY THE SPRINKLER HEADS TO THE PLANTING AREAS FOR EACH INDIVIDUAL VALVF SYSTEM. 4) QUICK COUPLING VALVES SO INDICATED TO BE INSTALLED ADJACENT TO WALKS, CURBS, ETC., SHALL BE WITHIN A TWELVE (12) INCH MAXIMUM OF SAME. ALL QUICK COUPLING VALVES IN SHRULJ AREAS SHALL BE INSTALLED THREE (3) INCHES ABOVE FINISH GRADE AND SHALL BE EQUIPPED WITH RUBBER COVLRED TOPS, PlJPPlE.. IN COLOR. (K) VALVE BOXES, 1) PLASTIC VALVE BOXES {A,.,\r:.TE.I<-OR APPROVED EQUAL) SHALL RE ONE (1) INCH ABOVE THE DESIGNATED FINISH GRADE IN LAWN AREAS AND TWO {2) INCHES ABOVE FINISH GRADE IN GROUNIJ COVER AREAS. ONLY ONE (1) REMOTE CONTROL VALVE MAY BE INSTALLED IN EACII llOX. 2) VALVE BOXES LOCATED NEAR WALKS, CURBS AND PAVING SHALL BE INSTALLED IN SUCH A WAY AS TO ALLOW FOR VALVE BOXES TO ABUT THOSE ITEMS WITH TOP SURFACE MATCHING PLANE AS ITEMS LISTED ABOVE. -~ 0 ~ 0 ~ ~ . --------------------------------------------------------------------------------- 0) 0 ~ I 0 0) C . 3: . ::E . u (L) AUTOMATIC CONTROLLER LOCATION AND INSTALLATION: V. RECORD AND AS-BUILT DRAWINGS: 1) AUTOMATIC CONTROLLERS SHALL llc INSTALLED AT LOCATIONS SHOWN ON THE PLANS. ALL PEDESTAL MOUNTED CONTROLLERS SHALL BE MOUNTED ON A SUITABLE CONCRETE BASE. 2] ALL CONTROLLER LOCATIONS ARE ESSENTIALLY DIAGRAMMATIC, AND SHALL 8[ SPECIFICALLY LOCATED, BY THE OWNER OR HIS RcPRESENTATIVE. 3) ALL LOCAL AND APPLICABLE CODES SIIALL TAKE PRECEDENCE IN THE FURNISHING AND/OR CONNECTING A 110 VOLT ELECTRICAL SERVICE TO TKE CONTROLLER. THIS SERVICE WILL BE PROVIDED BY THE OWNER. {M) CONTROLLER WIRING -ALL ELECTRICAL EQUIPMENT AND WIRING SIIALL COMPLY WITH LOCAL AND STATE CODES ANO BE INSTALLED BY THOSE SKILLED AND LICENSED IN THE TRADE. UNLESS THE GOVERNING CODE SPECIFIES OTHERWISE, LOW VOLTAGE CONTROL WIRE MAY BE INSTALLED BY THE CONTRACTOR WHEN CODE ALLOWS. (NJ COVERAGE TEST -WHEN TKE SPRINKLER SYSTcM IS COMPLETED, THE CONTRACTOR, IN THE PRESc.NCc OF THE OWNER'S AUTHORIZED ~Efltc.%J-lTATNc.,tw<P- ( f1.\E Cl"N l>J':>f'lieCt"oR.1 SHALL PERFORM A TEST COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS, COMPLETE ANO ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DISCLOSED.· CONTRACTOR SHALL INFORM THE OWNER'S RFPRESENTATIVES OF ANY DEVIATION FROM THE PLAN RFQUIRED DUE TO WIND, PLANTING, SOIL OR SITE CONDITIONS, THAT BEAR ON PROPER COVERAGE. (OJ INSPECTION OF WORK: 1) INSTALLATION AND OPERATIONS MUST BE APPROVED BY THE OWNER AND/OR LANDSCAPE ARCH! TECT. 2) PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL ARRANGE A MEETING WITH THE LANDSCAPE ARCH ITECTl~ nJ.E ""N J>J5f'ECIM .. ,AT' WHICH TIME THE CONTRACTOR WI L BE INFORMED OF SPECIFIC INSPECTIONS REQUIRED AND THE METHOD OF CALLING FOR SUCH INSPECTIONS AS THE INDIVIDUAL WORK IS COMPLETED. 3) IN NO EVENT SHALL THE CONTRACTOR COVER UP OR OTHERWISE REMOVE FROM VIEW ANY WORK UNDER THIS CONTRACT WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT. ANY WORK COVERED PRIOR TO INSPECTION SHALL BE OPENED TO VIEW BY THE CONTRACTOR AT HIS EXPENSE. ~) IN THE EVFNT THF CONTRACTOR REQUESTS INSPECTION OF WORK AND SAID WORK IS INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECT ION COST. (P) COMPLFTION -THE WORK WILL BE ACCEPTED IN WRITING WHEN THE WHOLE CONTRACT SHALL HAVE BEEN COMPLETED SATISFACTORILY TO THE LANDSCAPE ARCHITECT. IN JUDGING THE WORK, NO ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS AND SPECIFICATIONS WILL BE MADE UNLESS ALREADY APPROVED IN WRITING AT PROPEi< TIMLcS. SHOULD IT BECOME NECESSARY, DUE TO DEVELOPED CONDITIONS, TO OCCUPY ANY POSITION OF THE WORK BEFORE THE CONTRACT IS FULLY COMPLETED, SUCH OCCUPANCY SHALL NOT CONSTITUTE ACCEPTANCE. { Q) I NS TRUCT I DN -AFTER THE SYSTEM HAS BEEN COMPLETED, THE CONTRACTOR SHALL INSTRUCT THE OWNER OR AN AUTHORIZED REPRESENTATIVE OF THE OWNER IN THE OPERATION AND MAINTENANCE OF THE SYSTEM AND SHALL FURNISH A COMPLETE SET OF OPERATING INSTRUCTIONS. (A) ( B) [CJ ( D) THc. CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE "AS-BUILT" RECORD SET OF GLUELINE OZALID PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATION AND EXACT "AS-BUILT" LOCATIONS, SIZES AND KINDS 01· EQUIPMENT. PRINTS FOR THIS PURPOSE MAY BE OBTAINED FROM THE LANOSCAPf-. ARCHITECT AT COST. THIS SET OF DRAWINGS SHALL GE KFPT ON THE SITE AND SHALL l!E USED ONLY AS A RECORD SET. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS, AND THE CONTRACTOR SHALL MAKE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING THE WORK AS ACTUALLY INSTALLED. THESE DRAWINGS SHALL BE AVAILABLE AT ALL TIMES FOR INSPECTION AND SHALL Bl KlPT IN A l.OCATION DESIGNATED BY THF OWNER'S REPRESENT AT IVES. BEFORE THE DA Tfc OF TIIE Fl NAL INSPECTION, Tiff CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE "AS-GUILT" PRINTS TO AN OZALID SEPIA, PROCUKED FROM THE LANDSCAPE ARCKITE-CT. ALL WORK SHALL BE NEAT, IN INK AND SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL DIMENSION FROM TWO (2) PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, SIDEWALK OR ROAD INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING ITEMS: 1) CONNECTION TO EXISTING WATER LINES. 2) CONNECTION TO EXISTING ELECTRICAL POWER. 3) GATE VALVES. 41 ROUTING OF SPRINKLER PRESSURE LINES (DIMENSION MAX. 100' ALONG ROUTING). 5) SPRINKLER CONTROL VALVES. 6) ROUTING OF CONTROL WIRING. 7) QUICK COUPLING VALVES. Bl OTHER RELATED EQUIPMENT AS DIRECTED BY THE LANDSCAPE ARCHITECT. (E) ON OR BEFORE THE DATE OF THE FINAL INSPECTION, THE CONTRACTOR SHALL DELIVER THE CORRECTED AND COMPLETc.D SEPIAS TO Tf-lE LANDSCAPE ARCHITECT. DELIVERY OF THE SEPIAS WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED INFORMATION THAT MAY BL OMITTED FROM THE PRINTS. ( Fl CONTROLLER CHARTS: 1) AS-BUILT DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT BEFORE CONTROLLER CHARTS ARE PREPARED. 2) PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED. 3) THE CHART SHALL SHOW THE AREA CONTROLLED BY THE AU TOMA Tl C CONTROLLER AND SHALL BE THE MAXIMUM SIZE WHICH THE CONTROLLER DOOR WILL ALLOW. 4) THE CHART JS TO BE A RFDUCED DRAWING OF THE ACTUAL AS-BUILT SYSTEM. HOWEVER, IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE WIIFN THE DRAWING IS REDUCED, IT SHALL BE ENLARGED TO A SIZE THAT WILL BE READABLE°'WHEN REDUCED. SJ THE CHART SHALL BE A BLACKLINE OR BLUELINE OZALID PRINT AND A DIFFERENT COLOR SHALL BE USED TO INDICATE THE AREA OF COVERAGE FOR EACH STATION. 6) WIIEN COMPLETED AND APPROVED, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 10 MILS. THICK. 71 THESE CHARTS SHALL Bl COMPLFTED ANO APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. [Rj GENERAL INSTALLATION -ANY EQUIPMENT INSTALLED BY THE CONTRACTOR AND DEEMED TO llL FOR TIil USL or THL OWNLR IN VARIOUS SITUATIONS (I.[ .. GATE VALV[S, CONTROL VALVES, FTC.j SIIAU_ BF SO INSTALLED TO BE READILY ACCESSIBLE AND QUICKLY OPERABLE BY THE OWNER. EQUIPMENT DEEMED BY THE OWNER TO BE INOPERABLE FOR ITS INTENDED PURPOSE SHALL BE REINSTALLED BY THE CONTRACTOR IN AN OPERABLE POSITION BEFORE APPROVAL WILL BE GIVEN. VI. OPERATION AND MAINTENANCE MANUALS ISJ CLEAN-UP -CLEAN-UP SHALL BE MADE AS EACH PORTION OF WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL Ill REMOVLD FROM THE SITE, ALL WALKS AND PAVING SHALL BE BROOMED OR WASHED DOWN, AND ANY DAMAGE SUSTAINED ON THE WORK OF OTKERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS. (T) GUARANTEE -THE ENTIRE SPRINKLER SYSTEM S-HALL BE GLJARANTFED BY TIil CONTRACTOR AS TO MATERIAL ANO WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED ARlAS BELOW GRADE FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. IF, WITHIN ONE YEAR FROM THE DATE OF COMPLETION, SETTLEMENT OCCURS AND ADJUSTMENTS IN PIPES, VALVES AND SPRINKLER HEADS, SOD OR PAVING IS NEClSSARY TO BRING THE SYSTEM, SOD OR PAVING TO THE PROPER LEVEL OF THE PERMANENT GRADES, THE CONTRACTOR, AS PART OF THE WORK UNDER HIS CONTRACT, SHALL MAKE ALL ADJUSTMENTS WITHOUT EXTRA COST TO THE OWNER, INCLUDING •THE COMPLETE RESTORATION OF ALL DAMAGED PLANT I NG, PAVING, OR OTHER IMPROVEMENTS OF ANY KIND. SHOULD ANY OPERATIONAL DIFFICULTIES IN CONNECTION WITH THE SPRINKLER SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD WHICH, IN THE OPINION OF THE OWNER, MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER INCLUDING ANY AND ALL OTHER DAMAGE CAUSED BY SUCH DEFECTS. (A) PREPARE AND DELIVER TO THE LANDSCAPE ARCHITECT WITHIN TEN CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, TWO HARD COVER BINDLRS WITH THREE RINGS CONTAINING TIIE FOLLOWING INFORMATION: 1) INDEX SHLET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, A LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF LOCAL MANUFACTURER'S REPRESENT AT IVES. 2] CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT. 3] GUARANTEE STATEMENT. 4) COMPLETE OPERATING AND MAINTENANCE INSTRUCTION ON ALL MAJOR EQUIPMENT. (l!) IN ADDITION TO THE ABOVE MENTIONED MAINTENANCE MANUALS, PROVIDE THE OWNER'S MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW EVJDENCE IN WRITING TO THc. LANDSCAPE ARCHITECT AT THE CONCLUSION OF THE PROJECT THAT THIS SERVICE HAS BEEN RENDERED. 'i "' _.c ~ " -~ ., "' "" . . ~ _J =:) m VII. EQUIPMENT TO BE FURNISHED I I !~ < C I ~ f-u w Bi z (Al SUPPLY AS A PART OF THIS CONTRACT THE FOLLOWING TOOLS: 1] TWO (2) SETS OF SPECIAL TOOLS REQlllRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE SUPPLIED ON THIS PROJc.CT. 2i TWO (2) FIVE FOOT VALVE KEYS FOR OPERATION OF GATL VALVES. 3) TWO (2) KLYS FOR EACH AUTOMATIC CONTROLIFR. 4) SIX f.6) QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS FOR EACH TYPE OF QUICK COUPLING VALVE INSTALLcD. (B) THE ABOVE MENTIONED EQUIPMLNT SHALL BE TURNED OVER TO THE OWNLR AT THE CONCLUSION 01' TH[ PROJECT. BEFORE FINAL INSPECTION CAN OCCUR, EVIDENCE THAT THE OWNER HAS RECEIVED MATERIAL MUST BE SHOWN TO THE LANDSCAPE ARCHITECT. VI I I. GUARANTEE (A) THE GUARANTEE FOR THE SPRINKLER IRRIGATION SYSTEM SHALL RE MADE IN ACCORDANCE WITH THE ATTACHED FORM. THE GlcNERAL CONDITIONS AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE FILED WITH THE OWNER OR HIS REPRESENTATIVES PRIOR TO ACCEPTANCE OF THE IRRIGATION SYSTEM. (BJ A COPY OF THE GUARANTEE FORM SHALL BE INCLUDED IN THE OPERATIONS AND MAINTENANCE MANUAL. (CJ THE GUARANTEE FORM SHALL BE RETYPED ONTO THE CONTRACTOR'S LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM WE HFREBY GUARANTEE THAT THE SPRINKLER IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSIIIP WHICH MAY DEVELOP DURING THF PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESUL Tl NG FROM THE REPAIRING OR REPLACING OF SUCK DEFECTS AT NO ADDITIONAL COST TO THE OWNER. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME, AS DETERMINED BY THE OWNER, AFTER RECEIPT OF WRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR RLPLACEMENTS WITHIN A REASONABLE TIMc AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER, WE AUTHORIZE THE OWNER TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND Cf-lARGES THEREFORE UPON DEMAND. -LO I 0 a, "' "' <( C :f a :i: .. u z V . w • ., a • 0 " ~ ., .,, • > 0 ~ 0.. co .. z "' <( I u 0 w > 0 "' 0.. 0.. "' C a 1i. " V • • 0 0 z I ; ci z :i: uM z I ~ -,- <( C\I t Ct) I ,- 0 1 z LO .-I a::: u 0 □ :...:J 0) ~ U c:-L.... : 0::: r-' ix c._ (.) C ~ 0 V 0 ~ .. >-.. >-µi >-m T:· c:.· Cl-_, Z cC -3 1 5. I>i :::..:::uu::- E e ~ 1' 0 V • "' • a 0 a > • w ~ 0 ~ 0 ~ ~ --------------------------------------------------------------------....J~ a, 0 LI') I 0 a, . C ~ . I I I I I I SALES OFFICE L L L L - - - - --------ig,:::"=';il- f,Li.N 1 PLAN 2 -,......____-.. __ _ ----------- EXIST. LANOSCAPING - --_ __.--- Baccharis Ave. ,a,.a.._ _____ _ ---{ I I I I -+.;-;+-...... ________ _j PLAN 4 l SEE SHEET L -21 FOR PLANTING LEGEND/DETAILS INSTALL JUTE MATTING at SLOPE AREAS PER CITY OF CARLSBAD GUIDELINES C L L... L L L-l I_ <.. L. L <.. L L L L L L L L ___,...., AP1-JR0 VED FOR PLAI\TING 1\ND IR RIC; ATIC) "\J ONLY, I NC L lJ DIN e_; 1-) F(E C IS E L()C:A'TlON OF PL.1-'\.NTI::\/C; AF~Ei\S. 11 r\ ;; B U T L T 11 T,Tl..E DATE Rt.VIE\JED 3y, INSPECTOR DATE rs;~~ml c1 ___ rY_ ori cARLs'Ei1\tfllSh[E,sl L.~-~ ·-PL.ANrJ]NG DEPARTMENT -z I ==========-=-=-=------_------=~--------- AVIARA AREA 7 CT. 90-5 ; I; (c' ~ ~ .. ~ ~ ( i:; v_-:, ~ "- z :5 a. C, ~ 1-z < ...J a.. L, r I ) ) I ( ( L L L L -y i I ' ' ) -----1 I ~ Q) > ·-I \ ~ 0 ...J I ro I-\ ·-w\ .r= a. r--¥ -0 'O "' <( LU w (,/) SEE SHEET L -21 FOR PLANTING LEGEND/DETAILS INST ALL JUTE MATTING at SLOPE AREAS PER CITY OF CARLSBAD GUIDELINES I I \ \ \ \ \ \~- -------- --------- \)\.,-11 i ~\.,-"4 '\ APPROVED FOR PLANTING AND IRRIC~ATTON ONLY, INCL1JI)ING PRl:~ClSE LOCATION OF' F)LANTING A.REAS. TJTLE_____ DAT[ ---·------INSPECTOf, DATE AVIARA AREA 7 CT. 90-5 >< w ~ ~ < 0 0 0 J I. SCOPE FURNISH ALL LABOR AND MATERIALS TO COMPLETE THE WORK AS SHOWN ON THE DRAWINGS OR HEREIN SPECIFIED. 11. VERIFICATION OF MATERIALS OWNER'S REPRESENTATIVE MAY REQUEST INSPECTION OF DELIVERY SLIPS FOR MATERIALS TO VERIFY SPECIFIED QUANTITIES OF BULK DELIVERIES, CLOSE SUPERVISION OF THESE ITEMS WILL BE CLOSELY ADHERED TO, Ill. MATERIALS {Al PLANTS ( B) (Cl ( D l (E) 1 ) IDENTIFICATION -PLANTS SHALL BE THE VARllTY AND SIZE SHOWN ON THE PLANS AND SIIALL CONFORM TO THE REQUIRFMENTS HEREIN. ONE OF EACH BUNDLE OR LOT SHALL BE TAGGED WITH PLANT NAME IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. 2) SUBSTITUTION -SUBSTITUTIONS FOR THE INDICATED PLANT MATERIALS WILL BE PERMITTED, PROVIDED THE SUBSTITUTE 3) MATERIALS ARE APPROVED IN ADVANCE BY(c,rr1A1•?&tv,') THE LANDSCAPE ARCHITECT AND THE SUBSTITUTIONS ARE MADE AT NO ADDITIONAL COST. EXCEPT FOR THE VARIATIONS SO AUTHORIZED, ALL SUBSTITUTE PLANT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE TKAN THOSE INDICATED OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. QUALITY AND SIZE -ALL PLANTS SHALL KAVE A HABIT OF GROWTH THAT .IS NORMAL TO THE SPECIES, BE SOUND, HEALTHY. VIGOROUS AND FREE FROM INSECT PESTS, PLANT DISEASES, SUN SCALDS, FRESH ABRASIONS OF THE BARK, EXCESSIVE ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS. TREE TRUNKS SHALL BE STURDY AND WELL "HARDLNLD OFF". THE PLANTS SHALL HAVE NORMALLY WELL DEVELOPED BRANCH SYSTEMS AND VIGOROUS AND FIBROUS ROOT SYSTEMS WHICK ARE NOT ROOT QR POT BOUND, PLANTS SHALL BE GROWN IN NURSERIES WHICH HAVE BEEN INSPECTED BY THE STATE DEPARTMENT OF AGRICULTURE AND KAVE COMPLIED WITH ITS REGULATIONS. REJECTION -THE OWNER AND/OR LANDSCAPE ARCHITECT SHALL HAVE THE RIGHT TO REJECT PLANTS WHICH DO NOT MEET THE SPECIFIED CONDITIONS OR ACCEPTED STANDARDS OF THE TRADE. COMMERCIAL FERTILIZER 1 l 2l PELLETIZED FORM FOR SOIL PREPARATION SHALL BE COMMERCIAL FERTILIZER HAVING A /-Z f2/7.. FORMULA. FERTILIZERS SKALL BE UNIFORM IN COMPOSITION, DRY AND FREE-FLOWING, DELIVERED TO THE SITE IN THE ORIGINAL, UNOPENED CONTAINERS, EACH BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. ANY FERTILIZER WHICH BECOMES CAKED OR OTHERWISE DAMAGED, MAKING IT UNSUITAl.lLE FOR us~, WILL NOT BE ACCEPTED, "AGRIFORM" 21 GRAM TABLET WITH GUARANTEED ANALYSIS OF 20-10-0. SOIL AMENDMENTS 1 l NITROGEN-STABILIZED FIR SHAVINGS -AS COMMONLY USED FOR LANDSCAPE SOIL PREPARATION AND SHALL CONTAIN FROM .5 TO 1% ACTUAL NITROGEN. 2) AGRICULTURAL GYPSUM -SHALL BE APPROVED STANDARD BRAND AGRICULTURAL CALCIUM SULFATE [CA S04) AS APPLIED TO SOILS AND SHALL CONTAIN 19% COMBINED SULFUR. 3) IRON SULFATE -SHALL BE AGRICULTURAL FERRIC SULFATE (FE 2 SO 4), GRANULAR IN COMPOSITION AND CONTAINING 20% METALLIC EQUIVALENT IRON AND 17% COMBINED SULFUR. SEED MIX -SLOPE AREAS % PROPORTION % % NAME BY WEIGHT PURITY GERMINATION N/A LANDSCAPE CONTRACTOR MUST FURNISH THE LANDSCAPE ARCHITECT WITH A SUPPLIER- CERTIFIED COPY OF THE SEED MIX AND "PLS" {PURE LIVE SEED) RATINGS. LAWN SEED . NAME % PROPORTION BY WEIGHT % PURITY % GERMINATION ( G) TOPDRESSING: ( H) N/A REDWOOD HEADER BOARD -SEPARATE ALL LAWN AND GROUND COVER AREAS WITH 1 X 4 ROUGH SAWN REDWOOD HEADER BOARD WITH 1 X 2 X 12 STAKES AT 48" ON-CENTER MAXIMUM. LAMINATE TWO½ X 4'S OR¾ X 4'5 AS REQUIRED ON CURVES, (I) TREE STAKES -SHALL BE 3" DIAMETER X 10' LONG TREATED LODGEPOLE PINE STAKES POINTED ON ONE END. ( J l (Kl ( LI (Ml (NI TREE TlcS -SHALL Be EQUAL IN ALL RESPECTS TO PLASTIC "CINCH-TIE" AS DISTRIBUTED BY DAIRYMEN'S FERTILIZER CO-DP, INC., ARTESIA, CALIFORNIA. VINE TIES -SHALL BE CLEAR PLASTIC DISC WITH EYE TO RECEIVE GREEN PLASTIC-COVERED WI RE TIE. DISC SHALL BE SECURED TO WALL WITH ADHESIVE SUBSTANCE. HYDROMULCK -FIBER SHALL BE PRODUCED FROM CELLULOSE SUCH AS WOOD PULP OR SIMILAR ORGANIC MATERIAL AND SHALL BE OF SUCH CHARACTER THAT IT WILL DISPERSE INTO A UNIFORM SLURRY WHEN MIXED WITH WATER. THE FIBER SHALL BE OF SUCK CHARACTER THAT WHEN USED IN THE APPLIED MIXTURc, AN ADSORPTIVc DR POROUS MAT, BUT NOT A MEMBRANE, WILL RESULT ON TKE SURFACE OF THE GROUND. MATERIALS WHICH INHIBIT GLRMINATION OR GROWTH SHALL NOT BE PRESf'NT IN THE MIXTURE. COMMERCIAL FERTILIZER -"PELLETIZED" FERTILIZER FOR HYDROMULCH SLURRY SHALL llL (SLOW RLLEASl). SOIL AND FIBER MULCH BINDcRS -CONWED TYPE 2000 -TERRA TAC 3, "ECOLOGY CONTROL" OR APPROVED EQUAL. (DI CHEMICAL GERMINATING ADDITIVES -"CATALYTIC PRE-EMERGE" OR APPROVED EQUAL. (Pl MOISTURE RETENTION ADDITIVES -"C.P.A. 4000 HUME CT ANT" 0 R APPROVED EQUAL. IV. GRADING (AJ (BI (Cl MOISTURE CONTENT -THE SOIL SHALL NOT BE WORKED WHEN THE MOISTURE CONTENT IS SO GREAT THAT EXCESSIVf' COMPACTION WILL OCCUR NOR WIIEN IT IS SO DRY A DUST WILL FORM IN THE AIR OR THAT CLODS WILL NOT BREAK READILY. WATER SHALL BE APPLIED, IF NECESSARY, TO PROVIDE IDEAL MOISTURE FOR FILLING AND FOR PLANTING AS HEREIN SPECIFIED, ALL AREAS WILL BE RECEIVED BY CONTRACTOR AT SUBSTANTIALLY ONE FOOT (±) OF FINISH GRADE. FINISH GRADING AND WEEDING -ALL AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE. ALL Wt.EDS SHALL BE REMOVED AND DISPOSED OF llY LANDSCAPE CONTRACTOR, FINISHING -CONTRACTOR SHALL DISPOSE OF BURIED DEBRIS FOUND UPON ANY EXCAVATION, ) TO ANY CONVENIENT DUMP OR OFF-SITE LOCATION (Lc&~L-L!Jc,A110N AT NO EXPENSE TO THE OWNER. V. SOIL PREPARATION VI. { A) (BI CULTIVATE ALL AREAS TO BE PLANTED TO A DEPTH OF AT LEAST~INCHES SO THE SOIL SHALL BE LOOSE AND FRIABLE, THE TOP TWD INCHES OF SOIL IN ALL CULTIVATED ARcAS SHALL BE FREE OF STONES, ROOTS LARGER TIIAN ONE INCII IN DIAMETER AND OTHER DELETERIOUS MATTER WHICH MIGHT BE A HINDRANCE TO PLANTING AND MAINTENANCE. (C) PLANTING AREAS SHALL HAVE THE FOLLOWING MATERIALS TILLED INTO THE TOP FOUR INCHES TD 5i)< NCHe::; (~'----c,J) OF SOIL AT A RATE PER 1,000 SQUARE FEET: A CW "'De, h~B-l -::,,---/"B, ~1-,iC _A-1-18\!Drv'a,_,- A<VM F::8'DWC001 FIF<;_ O'\':: cet=>,,4R_ ~WDu-'31- 1? .__e.e--1 z-12-· 2. c:o IV' !V' ef<t:: !AL---==e Rr.' ICO L.£35. _,PG~!CU LTUl<;P-L e-(F5UN SODDING (Al SOIL SHALL BE LEFT l½" Bf'LOW FINISH GRADE AS THE SOD WILL BRING THE LEVEL UP TO THE PROPER HEIGHT. {BJ (CJ ( D) { E) AFTLR PREPARATION OF SOIL, THE AREA MUST BE PRE-IRRIGATED TO WET IT TO A DEPTH OF FOUR INCHES (4"). IT SHALL BE DAMP BUT NOT MUDDY AND WITHOUT DEPRESSIONS. INITIAL PLACEMENT OF SOD SHALL BE LAID WITHIN TWO (2) DAYS AFTER IT IS DELIVERLD. IT SHALL NOT BE LEFT IN TKE KOT SUN, NOT LEFT IN ROLLS NOR STACKED OVERNIGHT. PRIOR TO PLACING OF SOD, BROADCAST 16-2 0 FERTILIZER AT A RATE OF 10 POUNDS PER 1,000 SQUARE FEET OVER SURFACE. SOD SHALL BE UNROLLED AND PLACED CAREFULLY IN A STAGGERED PATTERN. A PIECE OF 2 X 4 SHALL BE USED TO TAMP EACH ROLL AGAINST THE ADJACENT STRIPS TO ELIMINATE JOINTS AND EDGES. ( F J SOD SHALL BE TR I MMED TO CON FD RM TO LAWN SHAPES DE';,IGNATED IN PLANTING PLAN. {G 1 ( H) [ I ) AFTER SOD IS LAID, IT SHALL BE IRRIGATED THOROUGHLY TO PROVIDE GOOD MOISTURE PENETRATION. ALL SOD AREAS SHALL BE ROLLED WITH A RYAN MANUFACTURING COMPANY SOD ROLLER NOT LATER THAN FIVE (5] DAYS AFTER INSTALLATION, SOD SHALL CONFORM WITH FINISH GRADE, EXISTING SIDEWALK AND CONTOURS. A SECOND ROLLING WILL BE NECESSARY IF THE FIRST DOES NOT MEET WITH THESE SPECIFICATIONS. ALL PERIMETER AND BORDER AREAS SHALL NOT BE LAID WITH LESS THAN FULL WIDTH SOD NOR LESS THAN ONE-HALF LENGTH SOD. (SOD WIDTH = 12"; SOD LENGTH = 48") (J) ALL SOD IN SODDED AREAS SHALL BE HANDLED AND LAID IN A HIGH STANDARD WORKMANSHIP MANNER. ALL ENDS, JOINTS AND CUTS TO BE FIT AND TIGHTLY JOINED SO THERE ARE NO VOIDS AND THE Fl NAL APPEARANCE IS ONE OF A CONTINUOUS LAWN. VI II. 0 a:, "' N a, '<"~ --h ~ ->' " a:, " . . f--- _j m t_j Q'. >-' w ~ SEEDING -LAWN AREAS (A) SEED MIXTURE SHALL BE AS SPECIFIED HEREIN. (BJ JUST PRIOR TO SOWING SEED, THE SURFACE OF ( C) ( D l IE l ( F ) I G l THE AREA TO BE PLANTED SKALL BE SUFFICIENTLY LOOSE AND FRIABLE TO RECEIVE TKE SEED. THE LAWN SHALL BE SOWN EVENLY AT THE RATE OF-~=-----POUNDS OF SEED MIXTURE TO EACH-~=~=~== SQUARE FEET OF LAWN AREA. DURING THE SOWING, CARE SHALL BE EXERCISED TO KEEP THE SElD MIXTURE UNIFORM, AVOIDING UNEVLN DISTRlllUTION or VARI LTILS. SEED APPLICATION: I ) HAND BROADCAST {PUSH SPREADER OR MECHANICAL SEEDER). 2 l TRACTOR-SEEDER COMBINATION. 3) HYDROMULCH APPLICATION -USING 2,000 POUNDS OF HYDROMULCH AND POUNDS OF FERTILIZER PER ACRE l J • FOLLOWING THE SOWING OF SEED AND APPLICATION OF MULCH, WATER SHALL Bl APPLIED LJY A GLNTLL SPRAY AND THE AREAS KEPT MOIST, BUT NOT GLISTENING WFT, UNTIL TIME FOR THE FINAL INSPECTION. ALL ADJACFNT AREAS AND STRUCTURES SHALL RECEIVE A THOROUGK CLEANING TO REMOVE OVERSPRAY OF MULCH. IF, AT THE TIME OF THE FIRST MOWING, DEPRESSIONS HAVE DEVELOPED ON THE LAWN SURFACE, THESE DEPRESSIONS SHALL BE Fl LLED WITH APPROVED TOPSOIL, LIGHTLY COMPACTED AND BROUGHT UP TO SPECIFIED GRADE. THESE FILLED AREAS SHALL THEN BE SEEDED AS PREVIOUSLY SPECIFIED, EVEN THOUGH FINAL APPROVAL HAS BEEN GIVEN. IF ANY LAWN AREAS ARE PLANTED PRIOR TO THE PLANTING OF TREES, SHRUBS OR OTHER PLANTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE LAWN CAUSED BY HIS OPERATIONS IN PLANTING THE TREES, SHRUBS OR OTHER PLANTS AND ANY DAMAGE FROM SUCH CAUSE SHALL BE REPAIRED BY HIM AT HIS OWN EXPENSE. AFTER SEED I NG, TOPDRESS LAWN AREAS WITH: ROOTED CUTTINGS {A) ( B) ( C) ROOTED CUTTINGS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS AND SPACED AS SPECIFIED IN GROUND COVER LIST ON LANDSCAPE PLAN. GROUND COVER PLANTS [ ROOTED CUTTINGS] SHALL HAVE BEEN GROWN IN FLATS AND SHALL REMAIN IN TKOSE FLATS UNTIL TIME FOR TRANSPLANTING. AT TIME OF TRANSPLANTING THE FLAT SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT THE SOIL DOcS NOT FALL APART WHEN LIFTING. PLANTS FROM THE FLAT. EACH PLANT SHALL BE PLANTED WITH ITS PROPORTIONATE AMOUNT OF THE SOIL IN A MANNER THAT WILL INSURE A MINIMUM OF DISTURBANCE TO THE ROOT SYSTEMS. ROOTED CUTTINGS SHALL NOT BE ALLOWED TO I, WILTED PLANTS SHALL NOT BE ACCEPTED. L[) I 0 0) ( D) DRY OUT BEFORE OR WHILE BEING PLANTED. \ AT THE TIME OF PLANTING ALL GROUND COVER , {E) ( F) PLANTS, THE EARTH AROUND EACH PLANT SHAL~ ) BE FIRMED SUFFICIENTLY TO FORCE OUT ALL Al_;/ POCKETS. TOPDRESS ALL AREAS WITH: (N'O/V•TVl<r) 3' ,B__,4N< 1'11/i,CH-:9V~M/T" 5"/'i"f't6" TC IN,,,P6"<,,.,,.f1/C1Iy r~I'-/!,"t'ROl;"i• {Eya1,oc ,4P/iA5 g:; 5Tecf'E!<j AL TERNA TE PROCEDURES IN THE PLANT I NG OF GROUND COVERS SHALL BE CONSIDERED BY THE LANDSCAPE ARCHITECT BUT SHALL NOT RELEASE THE CONTRACTOR FROM THE NOTED GUARANTEE DESCRIBED HEREIN. " "' <( " Cl: 0 I 1i u z V . w < "' Cl • 0 Cl ~ ., .,, • > 0 ~ w C. <!) .. z <( <( I u Cl w > a "' "'-"'-<( < • C. ·c V . • a 0 z IX. TREES & SHRUBS ( A J { B) ( C) l DJ { E) SCHEDULING -PLANTING SIIALL NOT COMMENCE UNTIL ALL CONSTRUCTION WORK, GRADING, SOIL IMPRDVEMf'NTS ANO SPRINKLER INSTALLATION HAVE Bf'EN COMPLETED, SPACING -WHEN PLANT MATERIAL IS SPACED IN ROWS THE TOTAL DIMENSION SHALL BE VERIFIED AND THE PLANTS EQUALLY SPACED WITHIN THE DESIGNATED AREA. WHERE PLANT MATERIAL IS SHOWN IN A "LOOSE" PATTERN, THE CONTRACTOR SHALL SPACE THE MATERIAL AS SHOWN AT ALL TIMES, MAINTAINING AN UNEQUAL SPACING AS SHOWN UPON THE PLAN AND DESIRED BY THE LANDSCAPE ARCHITECT. GROUND COVER MATERIAL SHALL BE AT THE SPACING INDICATED, SHALL BE A RAN DOM PATTERN AND NOT PLANTED IN STRAIGHT ROWS, PLANT PITS -PLANT PITS SHALL BE DUG WITH LEVEL BOTTOMS, WIDTH TWICE THE DIAMETER OF ROOT BALL AND 6" DEEPER THAN THE LENGTH OF ROOT BALL {UNLESS OTHERWISE NOTED). REMOVAL FROM CANS -OPEN CANNED STOCK BY CUTTl°NG CAN VERTICALLY ON TWO OPPOSITE SIDES OF CAN WITH APPROVED INSTRUMENT FOR THE PURPOSE, AN AXE OR SPADE WILL NOT BE PERMITTED, -- SETTING -PLANTS SHALL BEAR SAME RELATION TO SOIL LEVEL WHEN PLANTED AS THEY DID WHEN IN CONTAINER, EACH PLANT SHALL BE PLACED IN CENTER OF PLANT PIT. f (Fl PIT BACKFILL: 1) EACH PLANT PIT SHALL BE BACKFILLED WITH THE FOLLOWING PREPARED SOIL MIX: 7C% ~ VOWHS 6fJ ·&IT"!::' SO!L- SC;c ~ VOL,Ur,'lei t,,J ITRoc,~t-J '9~, -zeo· 0~:C />"Vl!="t-JP :--'-=Nr ~ u,o;,, 1,:-, :: , -_ Fe!.-::17 '°cR, CU '-(0, ~ :j ? L..Eit:>, ,A;:;.""'CL. J Ur',"'-L. ~U t-'I ~ CL). yP. f-1 lj" l LB, IRoN ~Wi..fiA,TE:: f>eR CU Y<> Ml)( ;I( 2) AGRIFORM TABLETS IN THE FOLLOWING PROPORTIONS: J -5 &/<AM TAB P!fp.• (21 Gf<,AI'!.) F£if._ Rt$1TE0 CV T1IN'3 1 PER ONE GALLON PLANT 3 PER FIVE GALLON PLANT 5 PER FIFTEEN GALLON PLANT 1 PER ½" OF TRUNK DIAMETER OF BOXED AND (zr 6'1<,At<) FIELD-GROWN TREES ! ..... ' I ,, 0 i z LO i I >-u O ' Cr::" -l.J.J 0, --, 0 I-' ~ ,-a Cr:: ~·: Q. 0 ~· C • • V • ~ E 0 ~ 1: 0 V " "' E , C Cl > • w 0) 0 IO I 0 0) . C 3: ' X. [GJ BACKFILL PROCEOURE -BACKFILL MATERIAL IN PLANT PITS SHALL BE TAMPED FIRM AND A SHALLOW BASIN FORMED AROUND TrlE PLANT TO HOLD ENOUGH WATER TO SATURATE THE ROOT BALL AND BACKFILL. WATER PLANTS IMMEDIATELY AFTER PLANTING. DO NOT RAISE BASIN RIM ABOVE SURROUNDING GRADE. [HJ HANDLING -NO MATERIAL SHALL BE PLANTED IF THE BALL IS t>ROKcN OR CRACKED EITHER BEFORE OR DURING THE PROCESS OF PLANTING. [I) STAKING OF TRLLS -TREES SHALL BE SET IN THE PLANT PIT, TWO SfAKE5 DRIVEN 30 INCHES TO FIRM SOIL NEXT TO ROOT BALL, AND THE PIT llACKFILLLD WITH PREPARED SOIL MIX. SCCURE TREE TO STAKE WITH TWO (2] "CINCH-TIES" PER MANUFACTURER'S RECOMMENDATIONS. [JJ GUYING OF TREES (BOXED AND FIEI ... D-GROWN) - GUY ALL TREES WITH At LEAST THREE (3) WIRES IN A TRIANGULAR PATTERN. WIRE SHALL BE 12 GAUGE GALVANIZED AND SHALL BE COVERED WITH GREEN HOSE AT POINT OF CONTACT WITH TREE. GUY WIRE SHALL BE ATTACHED TO 4" X 4" X 30" REDWOOD "DEAD MAN", STAKE AND WIRE SHALL BE BURIED IN AN S" DIAMETER BY 48" DEEP HOLE AT AN ANGLE PERPENDICULAR TO THE WIRE. HOLE SHALL BE FIRMLY AND THOROUGHLY BACKFILLED AND TAMPED. !...Kl INSTALL "ARBOR GUAR_QS" ON ALL TREES WITHIN TURF AREAS. "ARBOR-GARD+" by DEEP ROOT CORP. 714·898·0563 (OR APPROVED EQUAL) PREPARATION OF SLOPE {A) THE LANDSCAPE CONTRACTOR SHALL RETAIN A STATE LICENSED "PEST-CONTROL OPERATOR I ADVISOR" TO EXAMINE THE SITE AND TO SPECIFY THc TYPE AND QUANTITIES OF WEED CONTROL MATERIALS REQUIRED. THE RECOMMENDATIONS SHALL BE SUBMITTED TO THE LANDSCAPE ARCIIITECT FOR REVIEW. THE LANDSCAPE ARCHITECT WILL THEN SUBMIT THE DATA TO THE OWNER FOR REVIEW AND APPROVAL. (BJ NO MATERIALS OR METHOD SHALL EFFECT THE LANDSCAPE PLANTING OR HYDROSEEDING GERMINATION AND MUST CONFORM TO FEDERAL, STATE AND LOCAL REGULATIONS. (CJ THE PEST CONTROL ADVISOR SHALL DETER.Ml NE THE REMOVAL OR NON-REMOVAL OF PERENNIAL GRASSES AND WEEDS EXISTENT IN THE PLANT I NG AREAS PRIOR TO THE INSTALLATION OF THE IRRIGATION SYSTEM, AFTER WHICH ALL WEEDS SHALL BE REMOVED AND CLEARED FROM THF PLANTING AREAS. (DJ UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER ALL EXISTING WEEDS HAVE BEEN REMOVED FROM THE PLANT I NG AREAS, THE FOLLOWING WEED PREVENTION SHALL BE USED: APPLY A MIXTURE BY SPRAY PER ACRE AS FOLLOWS: 300 LBS/ACRE OF COMMERCIAL FERTILIZER 16-8-8 100 LBS/ACRE UREA FORMALDEHYDE WATER ALL AREAS FOUR TIMES DAILY FOR 21 CONSECUTIVE DAYS UNTIL THE WEED SEEDS HAVE GERMINATED. C[ASE WATERING FOR THREE DAYS. SPRAY PER PEST CONTROL ADVISOR'S RECOMMENDATIONS, A NON-SELECTIVE SYSTEMIC HERBICIDE TO ERADICATE THE GERMINATING WEED SEEDS. WATER AFTER HERBICIDE APPLICATION ONLY ACCORDING TO PEST CONTROL ADVISOR'S RECOMMENDATIONS. ALLOW HERBICIDE TO KILL ALL WEEDS. CONTINUE THE WATERING PROCESS FOR AN ADDITIONAL SEVEN DAYS TO INSURE THAT MOST OF THE SEEDS HAVE DIED. IF PERENNIAL WEEDS OR GRASSFS STILL EXIST, REWATER FOUR TIMES DAILY FOR AN ADDITIONAL 14 CONSECUTIVE DAYS, OR UNTIL NEW GROWTH APPEARS. REAPPLY A NON-- SELECTIVE HERBICIDE PER PEST CONTROL ADVISOR'S RECOMMENDATIONS. REMOVE WEEDS AFTER HERBICIDE HAS HAD SUFFICIENT TIME TO Kl LL. INSTALL "GREEN" JUTE MATTING at ALL SLOPE AREAS PER CITY OF CARLSBAD LANDSCAPE MANUAL SLOPE SEEDING SECT ... IV.E, E.3-1.1,E.3-1.2 (A) ALL SEED SHALL BE PRE-SOAKED IN "CATALYTIC PRE-EMERGE" FOR THE PRESCRIBED AMOUNT OF TIME. (BJ PRIOR TO APPLYING HYDROMULCH/SEED SLURRY, ALL SLOPE AREAS SHALL BE CLEANED OF ALL WEEDS, ROCKS LARGER THAN 2" DIAMETER AND DEBRIS. ALL AREAS SHALL BE RAKED OR "DRAGGED" TO CREATE A ROUGHENED SURFACE TO BETTER RECEIVE THE SEED APPLICATION. [Cl THE SPECIFIED SEEDMIX SHALL BE APPLIED AT POUNDS/ACRE. (DJ HYDROMULCH FIBER SHALL BE APPLIED AT 2,000 POUNDS/ACRE. (El SOIL AND FIBER MULCH BINDERS ("ECOLOGY CONTROL" OR "TERRA TAC 3") SHALL BE APPLIED WITH THE HYDROMULCH AT 130 POUNDS/ACRE. [F) "C,P.A. 1,000 HUMECTANT" SHALL BE APPLIED WITH THE HYDROMULCH SLURRY AT 1 ,DOD POUNDS/ACRE. [G) 20-'+-4 OR 25-4-8 "SLOW RELEASE" FERTILIZER SHALL BE APPLIED WITH THE HYDROMULCH SLURRY AT 500 POUNDS/ACRE. (HJ ALL ADJACENT AREAS AND STRUCTURES SHALL RECEIVE A THOROUGH CLEANING TO REMOVE OVERSPRAY OF HYDROMULCH. XII. PROTECTION THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT AND MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER. XI 11. CLEAN-UP AT THE COMPLETION OF EACH DAY'S WORK AND PRIOR TO THE CHECK INSPECTION, THE CONTRACTOR SHALL LEGALLY DISPOSE OF ALL TRASH, REFUSE, DEBRIS, CONTAINERS. ETC., OFF THE PREMISES. ALL SCARS, RUTS OR MARS IN THE AREA CAUSED BY HIS WORK SHALL BE,REPAIRED AT CONTRACTOR'S EXPENSE. XIV. MAINTENANCE (A) AFTER ALL WORK INDICATED ON THE DRAWINGS OR HEREIN SPECIFIED HAS BEEN COMPLETED, INSPECTED AND APPROVED BY THE OWNER AND/OR LANDSCAPlc ARCHITECT, THE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS BY MEANS OF CONTINUOUS WATERING, WEEDING, ROLLING, MOWING, ELJGING AND/OR ANY OTHER OPERATIONS NECESSARY FOR THEIR CARE AND UPKEEP FOR A PERIOD OF NOT LESS THAN 60 DAYS, AT THE END OF THE MAINTENANCE PERIOD, ALL PLANT MATERIALS SHALL BE IN A HEALTHY, GROWING CONDITION. ( Bl ALL PLANTED AREAS SHALL BE KEPT FREE OF DEBRIS AND WEEDS. WEEDS MAY BE CONTROLLED AND ELIMINATED BY [ITHER MANUAL OR CHEMICAL MEANS. IN NO EVENT WILL THE PROJECT RECEIVE FINAL APPROVAL AND ACCEPTANCL UNTIL IT IS FREE OF ALL WEEDS AND/OR UNSPECIFIED PLANT MATERIALS. (C) ALL PLANTED AREAS SHALL BE FERTILIZED AS FOLLOWS: ( D) ( EJ [ F) ( G J [ H l APPLY 16---20-0 COMMERCIAL FERTILIZER AT 1U LBS/1,000 SQ.FT. ON THE 28TH AND THE 58TII DAY. GRASS WHEN THREE INCHES (3") HIGH, SHALL BE IMMEDIATELY MOWED TO A TWO INCH [2") HEIGHT. AT THE END OF THE MAINTENANCE PERIOD, LAWN AREAS WILL BE CUT TO SPECIFIED HEIGHT AND NEATLY TRIMMED AND EDGED; ALL SPRINKLERS AND APPURTENANCES (RISERS, VALVES, ETC.) IN OPERATING CONDITION; CONTROLLER PROGRAMMED ACCORDING TO SPRINKLER PLAN; "AS-BUILT" SPRINKLER DRAWINGS COMPLETED IN LEGIBLE MANNER; AND TOTAL PLANT COUNTS VERIFIED. ALL PAVED AREAS SHALL BE KEPT CONTINUOUSLY CLEAR OF MUD, DEBRIS AND PUDDLES. ALL SEEDED TURF AND/OR SLOPE AREAS MUST BE FULLY GERMINATED DISPLAYING A VIGOROUS, HEALTHY COVER 'OF SPECIFIELJ VARIETIES WITH NO HBA RF. II AREAS LARGER THAN FOUR (4) SQUARE FEET. HOSES, MAINTENANCE EQUIPMENT AND MATERIALS SHALL BE NEATLY STORED WHEN NOT IN USE, IN AN AREA AUTHORIZED BY THE OWNER. [I) MAINTENANCE FOREMAN ON THE JOB SHALL BE A COMPETENT ENGLISH-SPEAKING SUPERVISOR, EXPERIENCED IN LANDSCAPE MAINTENANCE AND CAPABLE OF DISCUSSING MATTERS WITH THE LANDSCAPE ARCHITECT ON THE SITE. (J} WORKMEN SHALL PRESENT A NEAT APPEARANCE AT ALL TIMES AND SHALL CONDUCT ALL WORK OPERATIONS AND DEALINGS WITH THE PUBLIC IN A DIPLOMATIC AND COURTEOUS MANNER. WORKMEN SHALL BE FULLY CLOTHED AT ALL TIMES IN DRESS SUITABLE FOR THE JOll. XV. INSPECTIONS {A) PROGRESS CHECK - A .PROGRESS CHECK INSPECTION SHALL BE MADE AFTER THE COMPLETION OF GRADING AND IRRIGATION INSTALLATION AND PRIOR TO THE PLANTING ( B) ( C) OPE RAT IONS. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT TWO (2) DAYS IN ADVANCE OF THE DATE OF THE WORK WHICH WILL BE READY FOR INSPECTION, THE LANDSCAPE ARCHITECT WILL THEN SET A SCHEDULE FOR THE INSPECTION. PRE-MAINTENANCE INSPECTION -SHALL BE CALLED AT THE END OF ALL PLANTING OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH PLANS AND SPECIFICATIONS INTENT. WORKMANSHIP AND CLEAN-UP. CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF INSPECTION DATE, ANY CORRECTIONS REQUIRED TO WORK AND LIMITS OF INSPECTED AREA BEFORE BEGINNING THE DESCRIBED MAINTENANCE PERIOD. FINAL INSPECTION -FINAL INSPECTION SHALL BE MADE AT THE END OF THE MAINTENANCE PERIOD FOR FULL APPROVAL OF THE WORK AREA BY THE LANDSCAPE ARCHITECT AND/OR OWNER. (D) IN THE EVENT THAT THE CONTRACTOR REQUESTS INSPECTION OF WORK AND WORK IS SUBSTANTIALLY INCOMPLETE, THE CONTRACTOR MAY BE RESPONSIBLE FOR INSPECTION COSTS. XVI. GUARANTEES [A] GUARANTEES AFTER COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE WILL BE CONTINGENT ON OWNER'S PROPER CONTINUATION OF MAINTENANCE PROGRAM. (BJ THE CONTRACTOR, IN PROTECTING HIS OWN INTERESTS, IS OBLIGATED TO PERIODICALLY CHECK WORK AREAS DURING HIS GUARANTEE PER 10 D TO INSURE PROPER MAINTENANCE PROCEDURES ARE BEING IMPLEMENTED. [CJ IN CASE OF NEGLIGENT OR IMPROPER MAINTENANCE, THE CONTRACTOR SHALL STATE IN WRITING TO THE OWNER, HIS OBSERVATIONS AND RECOMMENDATIONS. ANY CLAIMS NOT IN WRITING WILL NOT BE CONSIDERED. (DJ ALL CUTTINGS, SOD AND CONTAINER PLANTS UP TO AND INCLUDING 15 GALLON SIZE SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF NINETY (90) DAYS A.FTER COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. (E] BOXED AND FIELD-GROWN TREES SHALL BE GUARANTEED BY THE CONTRACTOR TO "LIVE AND GROW" IN AN "ACCEPTABLE, UPRIGHT POSITION" FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND/OR FINAL ACCEPTANCE. DEFINITION OF "LIVE AND GROW" AND "ACCEPTABLE, UPRIGHT POSITION" SHALL MEAN THAT THE TREE MUST, DURING THE GUARANTEE PERIOD, SUSTAIN A HEALTHY, VIGOROUS APPEARANCE. IT SHALL NOT DEFOLIATE MORE THAN 30% NOR SHALL 30% OF THE FOLIAGE BE DRIED AND UN HEAL THY IN APPEARANCE. IF THE TREE, DURING THE GUARANTEE PERIOD DOES NOT SUSTAIN THIS SPECIFIED APPEARANCE, IT SHALL BE REMOVED AND REPLACED BY A TREE EQUAL TO THE ORIGINAL SPECIFICATION. ANY DAMAGE TO CONTIGUOUS PLANTING, STRUCTURES, LIGHTING OR SPRINKLERS DURING REPLACEMENT OPERATIONS SHALL BE REPLACED AND/OR REPAIRED AT THE CONTRACTOR'S EXPENSE. (Fl THE CONTRACTOR SHALL, WITHIN FIFTEEN (15) DAYS OF WRITTEN NOTIFICATION BY OWNER, REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS ORIGINALLY SPECIFIED AND SHALL MEET ORIGINAL GUARANTEES. ~ -2 t:: ::J >- ~ 00 .,- ,- _J 0::: ;;.: rn ~ w 5 w "' t=' < 0 [.::_/.,? i 0~; I~ ~ i 1;-C: : iL : ~ ·;:__) ::=' =:I· .:a I ~NI 7)~ ! ' ~ w <!) z <: I u C w > 0 "' .. .. <: "' I "' <: C :E 0 I ·-g_ u u z -w • ., C • 'ii C >-., .., • > • • .. .. <: C 0 'ii. " " -• C 0 z ,.... o 1 z l{) I 0 0) ;-- ::y u C, w I\.-7 ·U 0 L.....: O::'. Q::'. IQ_ I e ~ C ~ .~ "E 0 0 u " 0 • ~ "' l-o E , 0 C > .!< w 1o N 1:! • 1-------------------------------------------------------------------------------- 0) 0 in I 0 en C 3 . ::i . (.) SYMBOL MANUFACTURER 'v RAl!-ll!>IRO • pef'CO e RAII-JP.>IRO d, -e-l1l " 0~ ,, u ----,, ------.. 11 g, " ----- " V " • IRRIGATION LEGEND MODEL NUMBER ~~ I -<:>f'QA'(<;, a==•l50P.>1".>uo.i:l. -- f'A·s<:> " ,, .. --· -----·- " " DESCRIPTION MICR<'.Y"!>Pl2A'( E.M1,,E.R -o-,:..' 14 .p-ir...1 <;PI--I, ~ e,, f"o.1 - 4-o<..>'Tl-e.T "r.>R1p· EMITTER w( c;. C:.PI-I fb/1.~ -d~., <:? 1o p,'!>_I, -~---_ SH ROB ADAP]t)R w/ .,_':;, -e<;,T lsO-_ ':>' R., .'c> <:;PM, <.l> 'lb P.S.L " , • f'1"::>-l'.'?T/·CST/•0S,T J..l0ZZ-L£<,:,.4•i4',Z ,_,:,/1.0/1.0 c;PM,"' .Z0 P,'3.L .1-'?Z'/i.-lR- " " 1te, 5EcRlea> f.lOZ"Zi,.E,.'i'> (<11,T,l--l).G' R.,.>:,<,(.4">/.<.<;, <'.;PM,<? 20 P~.I. -1.%"/I--IA.. " • " "rlo " _IO'J2.,.<s/_')/1,0CPM, @eop.'e>.i. _e.oe"/1--lR. _---- '" • "'I!:> • 1z' R., ,7/1.0/1.":> <'.,-'"M•, @ 'Z.o f?';,.I. _ 8.01 '/1-lR. .___ .. .:: ., -"1-/e-VAl-.l t,.J.0,-z: __ ,iz'R.')I.OCtPM~ ~ eo P-~.l.-1.'%"/l-lP.. 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VA,LVE e,c,x cave= (LID:;,) To P.,ec"fURPt.e.". TREE PLANTING ,ALL PALH TR[[ M[IGtHS Stlfil -rue tiITtr'l!'ll' "'~-: _Ml.A~UFW f.R.Ql:1_ laf Qf rllll) lll&.!t.QQI CtQWri _ IO Wl.:,L OC L.ll.:,J f &DUNQ 5 lt:11 Al IKU!-IL ®-'<>I.EE.YII--IC; µore' 11-l<bTALl. AU. i('?R/4_ WA,ER. L/1-.JIS-':> UI--IDe.R l"AVII-.IG; I1-J P.\/,C, Pl?e '::>LEe-/i,£,, t,fJ r«,t.OW,,. P<>R-PRs-:,=e "MA11-JL1f.1&°'_ Au. '='LEEV!iS"=> uf.lr.:>efl VE1--11cce PAV11--le; (.,,nza=..,.,, PA-111:.1>-.ic, ~P=, _..>Jo r.>RNeWA'/">) 51-1t.u.. P.>E. scu. I.',<'.) P.v,c. Pt f'e v.,/ M ,.., . ClF ,3co; DF COVER. ( <!<) ALL =ve.<e> (.)1,.lCJell PEO-TT21Al--l AS.'-' 11--\Ci (';>IQeWt>J.-1<!,,, WTR.'f WALK",, ElC) 51-¼U. eE 'XL-1-4-o p_v_c_ p,pe -w/ MliJ.Of /0' OF-C0,/1,12. ( .. ) _ FOl2 fJOl--l·PIZE..'e>S. LAThRAL Wl--\e<o AU. 5L\£\JES 01-\0tce \/~(CLE; PAV 1/..IC, (Brl<Ea.eT'?, PA('?Kf\..lC, 5f'CC5, Af.10 Pi<NiSWA%"') 5WALL BE. SCl--\.4o P.Vc. P<f'I:: w I Mtf.l. Of I e,• Of C.OVE.12 -(-:It-) Al.I. ';,LE,iSVE<;, Vi-JOISR PEOE$1RiAN PAVl>-IC, ( SIOSWALK0, EJ.J-nti Wt:>/..KS, ~"TC) ':>I--IAI.L e>E. ~1-1.40 P.V.C:-PlpE. w/ Mlf.l. Of 12" l'lFCcNE.ll. (.,, ,cC•1 f.l1re' t>LJ.. ";.£BJ= T<'> P.ie A 1-111--l, Of 2 -TIME;':>,1-10". OiA_ Or rue. p,pe TO P.,E; ">l.E.E"'=-D-AL",o ":>EE. 't-0:>..,,,,,,.,-.~--OioTJ'.',ILO., NC>. I AI-IO f..lo. ,Z.. (,,11,. l·l'l.) fOl2 D&f'T\--\ OF PIPlf.JC. UI-JOE'R C0M87TIC WATER uJ.Je'a>. @-'~11.11-JE" p1p;s NoT REQ'D_ 11-.l PQi'-'"'"re. PATIO~. PLANTING DETAILS l-A .« l-20 1~i.:.""r"noi-.. oi mr. f'Y'i--.!TING ~e f'l./"NTI NG b/ C..:O DISiE01'60 IS ~~N~~9¥~MI -~ V-<.<, C1seue 1,4>-NT~Tl9"': ____________ +----' s----+--------------1 AI.L PALH TR[[':;, 101 AND -si-tORT[R -S>HALL. HAVE: f6P- Of ROOT C~6WN B~l[D 12--·BrLOw FINISHfD ~ADE· A[i.. PALM r~ri::s 1oT AND _ .L~[8 SHALL HAYF .. ,:oc _ Qf ROOT GROWN eu~fD _2A· 8£LOW Fll:ilSt:ffD GUOL DEEP ROOT GUARD/BARRIER DETAIL INSTALL "ARBOR GUARDS" ON ALL TREES WITHIN TURF AREAS. n o·r E: SPECIMEN TREE PLANTING & GUYING · f?I.Zf Of Pf / 4 IT ftOX SIZf,5'Zf 24-3~ :112 3c;; 48" •10 4.e.-ovr •10 NOT[1 1'<$TALl cur,; --HANPTAu--=y=-· - IQ PREVENT Of F 0~1'1A TtOO~ or Lr1f!.~---:: Dl:P!:[SSW WA ffR BASIN~-=--- A{.fi:lf~M PLANT TAlllnS F'fR 51'1':CS ·x.i"x 'RW , A WT U1Alfl[l P1'R -[ r'l.ANT PIT TO 6[ 2X WIJTh •1-1/2 DfPTH Of" ROOHW_l- fl: 1aj ~o- Nlw RU56(~ i10:£ OV[~ -- wt::E•P~T-- Q.f _CONTACT µo\A!I.L_ --• a TRAN/)~_ 'iAtiZED Pf G.l.JXV 'lPACFD [QUAjt Y A ~ "Ol/ND T~!:f:- C..0.YU; WJfH / . • WHITE · VC fl'T.HOSf ~ J!.ll!t!l,_ L_ LONG TREE PLANTNG {SLOPE) ~= !..UollL.IIIT_ ,..,RP!'"l'iX:11 &It TO PWfY41 NC 1/ffill ., (5 &: 15 GAL T~EES) NCT?1 TT(U Tl'.:S TO i,t' ONt" Of fl1f '<x..!...OWl'ilC. A q A!: c..ii V AiiU'D WR[ ft,(',A·sto tt iiLw RLMO: HOSl: AT r"~T ~ COl'fiACT " :y WVf lOoz.. Vt(t\Clti!C., I'" OL:J N 11ALI"" AND Cgoss l!CTW[[N met AND ~TM,[ G CJiGH TfS W lODCt:rOU: M 5TMt z-. 10-LONC.(ll-ro,t l'UCS) EX/5 TNG :;i,Ql't -~ 11A !,I; _~C=ACK=n.J.=~t'll(~J'n=~51'1'.=C~5~-__ ~.:.:--==~ ~~!>PUl<T TADLITS l""'l..ANT ""'" TC: ~ ZX WIJTI1 or ~OOTB.W. ,u.l) l·I/ZX ' TREE PLANTING W /DOUBLE STAKING ( 15 GAL. TREES) SHRUB PLANTING (SLOPE) NOT[ j"i{f _Tl( TO~[ _h_ ~ al'-G.AL_vANIZED W~E (NCA-;(D N -~(W -RUB~(~ -HOSf- • Po1Nr-or ·c.ONfACT .JL_)· ~ w1Dr .109z_-CAN~ WE"6BING f OlD[D N !1.ALr ANb~si"D- e(rwnN r~(["" Trf:s· ------~-,-~~~-~~ ·--~~c.T" FOL[ ffi[ --J:l?(E" 5TAK_[ ~Ht---· iK[[ Ttf• 5-~fE-NO~T~ DfP'Je:[':,':,[D WAT~ -----!iA~ ---- AGR'.rf()li.'M F'LANT --"rA"Dlrrs n~ -~,,,.=E~c~~ __ GQt,f"AC Y!'.:D .. ~ACKfl.L r1X f"l':R: SPfCS ~T PH TO _et:: :z:X ... ,W'ClfH or ~ .. QOl!jALL . ,._.on::• Ltl!ANGH HATTED •OOJ!, er LOO&fl"ai(, ALL ROOT& Ar" rnu: or ~OOJMLi.___ WITH WAT~llt r11tot1 tfO&f PQ NOT CAACK-Rop~ .... __ .ROOTDA! I ' :!'<';! '~4CffeltH eMO: JU'JIOS \ OIO PO =hl _ ti.Al{[ m TO Df 2x_ Wl1Il1 or e:oouw.i.._ Mtl...l.:-JL2x or:rrn Qf_ ROOTDNI •OOTMLL ~OOT CONT•OL CA!ttt~. ror or CMtt• '1./ST C[ AT~[ COMf"ACTrn $DI. CAC)(Hl. 0 Tll![[ - IOOTl'lAU ~001 CON1"'0l ~-~ L.Ml5 Of r'l.ANT PIT ' ~ PLAN YJEW n.t.s. cl ♦ CORRUGATtD A.D.!>. ,ur~rro °"~ ~ • /DR~ $<)('.I( lA[) • CA$[ Of ~ ..,.,,wvrn ROOT ~AUl(O D[\lv;[. NS TALL rf:lt Mfl'':> Y''fUfCA TIONS. SHRUB PLANTING NOH> IJNTANC.L[ MATT[C ROO.,.S 5Y ,oo~r.NJN(; Al_l ~001, -: ~ or R66J6Al 1 WITn WATrn_ f.RQ..t1 1:10_':>f;_ _ fillliO.:. CRACK ROOTBAJ I --FLANf f'!T TO 6[ 2X W1DTH Of ROOTBALL REDWOOD HEADERBOARD ~;:;i;;J------""C,l,;.'.OUNDCOVE:~ lX-4 R[DWOO0 ~AP~t 2X2 REDWOOD $TAK[ 18" LONG•-4'0.C.MAX. TOP C.UT • 30· ALL TREES PLANTED WITHIN FIVE (5') OF PAVING AND/OR STRUCTURES SHALL BE PLANTED WITH AN APPROVED "DEEP ROOT GUARD/BARRIER" AS PER DETAIL THIS SHEET APPROVED FOR PLANTING AND IRRIG.4TION ONLY, INCLUDING PRECISE LOCA1'ION OF PLAI\rfING AREAS. VICINITY 'h\ ""' j::j I ~- ~ ~- 'I> -:t:. FRANK RADMACl!l:R ASSOCIATES HERE6Y CERTIFIES THAT THE DESIGN, DETAILS AND SPECIFICATIUNS AS RE:PRESENTED HEREIN MEET PROFESSIONAL LANDSCAPE ARCHITECTURAL STANLARDS. FRANK RADMh:.:HER ASSOC: II\TES CI\NNO':' GUARANTY THE ~JNSTRUCTION, INSTALLATION OR MAINTENANCc OF IMPROVEMENTS AS DESIGNED A"ID,'OR SPECIFIED HEREIN AND DlSCLAI:-!S ANY FUTURE LIABILITY RESULTING IN PERSONAL INJURY AND/OR PROPERTY DAMAGE RESULTING FROM DEVIATIONS. NOTE: MAP JECT -c:ARLSJ3A(J SHF[T CITY OF SH ~E TS L:-~' I 2.1 PL/\NN[NG DEP/\RTMENT -· -·--··· ., . . ,,., -----.. ,. "SANDERLING" AVIARA AREA 7 CT. 90-5 --- APP~t~J? .~ ~ a~ ' ------/ / . / l:1~-'7S_ ASSISTAflT PL.ANNING Dlc<ECTDR DATE .,-, '" --------✓--------[ -- ---. . ~- D½N 8Y: / PROJECT NO. DRAWING NO :::HKD BY CT 90-5~1 321-3M f~V\,./D BY• -. ~ ....... _ ·----···- II: C, z -...J a: LU C z <C fl) ~ L.f\ c' -........ , __ ('\\ w ti: C z 0 en -> w 0:: 1-w Cl) C, z i a: C REFER TO SPECIFICATIONS FOR ACCEPTED STANDARDS OF MATERIALS & WORKMANSHIP I C.M.W.D. 90-509 z 0 j:: <( c:, -a: g;; !. 0 ';/4 z 1f 'N <( /0,·, ·,~; :,Kf (!) z -I-z <( _J a. >< w ...J 0.. ~ 0 0 w :i 0 :c ...J w C 0 :!! I: <t cc <[ -> '<[ :, s 0 z w (!) w _J < 0 R ~ co en _J a: < 0 tO I 0 0) . 0 z ~ (.) SHEET I~ g 0:: w ~ < ~ 0: 0:: < JX) 0 7) 0 N C' <( u "' -'J 0 >--... ro ...