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HomeMy WebLinkAboutDWG 401-5L; CT 99-10; AVIARA POINTE BUERGER SUBDIVISION LANDSCAPE; 01-15' GENERAL NOTES REC1CLED WATER NOTES> I. AL.L. WORK SHAL.L. 13E DONE IN ACC012DANCE WITl-, THE CAl2LSBAD MUNICIPAL WATEI:? 2. 3. 4. 5. 6. DISTl2ICT'S "CAl2LSBAD 12ECLAMA TION RULES AND REGULATIONS FOR CONSTRUCTION OF QECYCLED WATER MAINS" DATED OCTOBER, 1993. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKNG FOUNTAINS, ETC., SHALL BE PROTECTED FROM SPl<AY BY RECYCLED WATER. BEST MANAGEMENT Pl2ACTICES SHALL BE USED TO ELIMNA TE OR CONTROL TO TI-E BEST EXTENT POSSIBLE PONDING, RUN-OFF OR OVER-SPRAY AND MISTING. HOSE BIBS ARE ST121CTL Y PROHBITED ON-SITE CROSS-COI\NECTIONS BETWEEN RECYCLED WATEl2 LNES AND POTABLE WATEl2 LNES IS STRICTLY Pl<OHIBITED. FUTURE RECYCLED WATE~ SYSTEM <PRIVATE) I\ I\ ) /\ ) ' ~ \ CARLSBAD 1 CALIFORNIA 25. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKNG FOUNTAINS ANO OR OESIGNA TED OUTDOOR EA TNG Al2EAS ON THIS SITE. . f ' ' ' < • 5!-IEET TITLE 5!-IEET NUMBER COVER Sl-lEET I CONSTRUCTION PLAN 2 CONSTRUCTION DETAILS 3 -4 IRRIGATION PLAN 5 -~ IRRIG:ATION LEG:END t NOTES 1 IRRIGATION DETAILS 8 -GI I TREE PLAN 10 - 11 I Sl-lRU6 AND VINE PLAN PLANTING DETAILS 12 SPECIFICATIONS 13 -1'5 . 7. *e. NO SUBSTITUTION OF PIPE MATERIALS \NILL BE ALLOWED WITHOUT PRIOR APPl20VAL OF THE CITY OF CARLSBAD MJNICIPAL WATER DISTl21CT. ALL ON-SITE MAIN LINE PIPES SHALL HAVE WAl2NING TAPE PEI:? CARLSBAD MUNCIPAL WATER DISTRICT'S RULES AND QEGLLATIONS. THE 112RIGA TION SYSTEMS SHAL.L l2lJN BETWEEN 17-,E HOURS OF l0•00 P.M. AND 6•00 A.M. THE FOLLOWNG MORNING (SPOT 11:?RIGA TION COUL.D BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. Pl20VIDE A MINIMJM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPNG. 10. Pl21VATE L.OTS SHALL BE Pi<OTECTED FROM CONTACT Fl20M 12ECYCLED WATER,WHETl-,El2 BY WND BLOWN SPRAY OR BY Dll<ECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. CONTRACTOR SHAL.L. ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STl2EET, AND PRIVATE LOTS. 26. EDUCATE ALL MANTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INF012MED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKNG PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS MPORTANT 17-,IS INFORMATION BE DISEMINATED ON AN ALMOST DAILY BASIS. 27. A PHYSICAL SEPARATION SHALL BE Pl20VIDED BETWEEN ADJACENT AREAS 112RIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. olGNAGE NOTES> THE FOLILOWING GUIDELNES FOR THE USE OF RECYCLED WATER ARE TO l3E PERMANENTLY POSTED NSIDIE THE DOOR OF EACH CONTROLLER WHERE H-IEY ARE EASI~ Y VISIBLE. PLACE ON 8-1/2' X II" SIZED SIGN. ' ' . COLOR, PURPLE BACKGROUND WITH' BLACK LETTERNG. I. GUIDELINES FOR RECYCLED WA TB? USE A. IRRIGATE BETWEEN THE HOURS OF IOQO P.M. AND 6•00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDLJ..E. rt L L "' ' 1....LL 1 _,,,. r LL -r• ---~r-, I t"' I lb L I LLL L~,.. I ~LL': l'L.:c c..LLL LLLLl' 1·_"'.l'Ln-~ LL LL L 1 ,__ f!i'' ~ ~LLLLLL , _ ~ 0 LLLLLLL _y_ "' LLLLLLL I t-~"'-'<-LLLLLLLI.', 2 4 6 ' • 3 5 7 (),1///#/////,7//V///////1/ LLLLL LI LL ' ~f~-:;,,..L~L 8 •t~ / LLLL ,LLLLL LLLLL < tt 12. QUICK COUPLING VALVES SHALL. HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATEl2 SYSTEMS, AL.L APPURTENANCES CSPl2NKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 16815 OF THE CALIF012NIA HEAL TH AND SAFETY CODE. 14. AL.L IRRIGATION PIPE SHALL BE STENCILED, COL012-CODED (PUl2PLEl AND LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATEl2 DISTRICT'S 12ULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INST AL.LED WITHIN A Pl20TECTIVE SLEEVE. TI-E SLEEVE SHALL EXTEND 10 FEET Fl20M EACH SIDE, FROM THE CENTER LINE OF POT ABLE LINE, FOR A TOT AL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND 12ECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POT ABLE LINE MUST BE INST AL.LED ABOVE THE RECYCLED LINE. 18. A MINIMUM OF 12 INCHES OF VEl2TICAL SEPARATION BETWEEN UTLITIES MJST BE MAM AINED AT ALL TIMES. * 19. DEVELOPEl2/CONTRACT012 SHALIL CONDUCT A Cl20SS-CONNECTION TEST AND COVERAGE TEST AS Dl<ECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 20. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING• A. QUICK-COUPLING VALVES SHALIL BE I INCH NOMINAL SIZE NELSON t17645, WITH BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE OF 150 P.SJ. OR RAlNBIRD t144 NP. B. IN 01:?DER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACl'v'E THREAD FOR OPENING AND CLOSING THE VALVE. C. H-E COVER SHALL BE PERMANENTLY A TT ACHED TO THE QUICK-COLPLNG VALVES. IT SHALL BE PURPLE RUBBER OR VINYL. D. LOCKING COVERS ARE REQUIRED. 21. AN ANNUAL CROSS CONNECTION NSPECTION WILL BE DONE BY EITHER CARLSBAD M...NICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH COPES OF INSPECTION REPORTS WILL BE FORWA121DED TO THE NON-INSPECTING PARTY. * 22. DEVELOPER SHALL SHICW TI-E LOCATION OF RECYCLED SIGNS "DO NOT DRINK" ON THESE PLANS. * 23. AN ON-SITE USER/SUPERVISOR SHALIL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH AND CARLSBAD MLNICIPAL WATER DISTRICT. * IN CASE OF EM=RGENCY CONT ACT ROGER BHATIA AT C858l 505-8800 OR AFTER HICURS CONTACT ROGER BHATIA AT C619l 578-8803 24. SI-IOW ALL PU3LIC e PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. ITEMS NOS. 8, 19 € 23 SHALL BE REQUIRED JUST Pl<1012 TO THE ACTUAL USE OF RECYCLED WATER. ITEM NO, 22 THE SIGNAGE PLAN SHALL BE PART OF THIS I.P. BUT THE ACTUAL SIGNS e TAGS WILL BE INST ALILED JUST PRIOR TO ACTUAL USE OF RECYCLED WATER. PU2F'LE BACKROUND B. IRRIGATE IN A MANNER THAT WILL MINfv11ZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOL TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. Tl-IS PROCEDLRE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, <I.E., EMPLOYING THE REPEAT FUNCTION TO B121EAK UP THE TOT AL IRRIGATION TIME INTO CYCLES THAT WLL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPl2AY 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. D. MONITOR AND MAINTAN THE SYSTEM TO MINMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRI\JKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHICULD BE REPAIRED AS SOON AS THEY BECOl'v'E APPARENT, E. TI-E LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCA TNG EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTNUOUS BASIS, 12EGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSON\JEL MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES OML Y AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN Pl<IOR APPROVAL OF ALL PROPOSED CHANGES Ai'O MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO.AND APPROVED BY, THE DISTRICT ENGINEERNG OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. I. ALL RECYCLED WATER SPl<INKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALIL BE WEATHERPROOF PLASTIC, 3· 4", PURPLE N COLOR, WITH Tf-lE WORDS "WARNft\JG RECYCLED WATER -DO NOT DRINK" MPRINTED ON ONE SIDE, AND "AVISO -AGUA MPURA-NO TOMAR" MPRINTED ON THE OTHER SIDE. IMPl2NTING SHALL BE PEl2MANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CI-RISTY ENTERPRISED 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 OR __ 2. ATTACH TO SOLENOID WIRE Dl<ECTL Y OR WITH PLASTIC TE-WRAP OR __ _ 3. ATTACH TO VALVE COVER WIH-1 EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFED AS RECYCLED WATER SPRINKLER HEADS. 2. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIA TEO EQUIPMENT SHALIL BE IDENTIFIED WITH A SIGN BEARING THE WORDS 'RECYCLED WATER USED FOR 112RIGA TION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS I' HIGH ON A PURPLE BACKROUND. TI-E SIGN SHALL BE PLACED SO THAT IT CAN BE READL Y SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DIECLAl2A TION OF RESPONSIBLE CHARGE• I 1-EREBY DECLARE THAT I AM LAt\[)SCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHAl2GE OVER THE DESIGN OF THIS PROJECT AS DIEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I LNDERSTANO THAT THE CHECK OF Pl<OJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A 121EVIEW ONLY AND DOES NOT RELIEVE ME. AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NA~S e ADDRESSES• IVY LANDSCAPE ARCHITECTS -INC. 434 W. CEDAR ST. SUITE 200 SAN DIEGO, CA 92101 PHICNE NOCS> LQ!'zJ _.2'"'35"'-·_..5""360,.,,,, _________ _ REGISTRATION NO(Sl• ~ EXPIRATION DATES, 06-30-2003 / BLACK LOGO ~-/ 1• BLACK LETTERS I I (N.T.S.> / WARl\l',jG l<ECYCL.!:D WATER DO NOT DRN< SIGNATURE, '. \e:l,1 :\fftP..f,"~~ · HAROLD I!;'. MEE TY tl<NEK1 JR. I ' 1 1 \ I ' ' '-"--,.) ,/.:::--'.... I WARNING 121Et:AIMED WATEl2 r _ DO NOT DRINK / LL' LLL,.LLLL ~LLL': LLLLLL ' ~ LLL': LLL~L _ -LLL~ LL'--p . I, . LLLIY PROPOSED F •u ~ I '°' , RECYCLED ,WAll"Er.1~" i"o, ---.._ " , '--~ /-1 POI NT OF C( E Tit '1 . I'--... -: " . --J.:'11'.d--1 I~ E I\ C D i::-" T :II=' ~~ '~~-- -~-g ' ' I / LL~:~ -'-~-,..✓, 'i'//fa/ l!l II f'-LL l.c-1 ~ LLL.:L..LLLLhl-LLt\t;:~~~ II I ~LL LLL L-LLLLLLLLLLL~ LLL':i...L.L._Ll::' u e.-lJ~LLLLZLLLLLLLLLLLLLLI.:! L~ ,LL ~ II LLL'-LLL~LLLLLLLLLLL': LL LL' ~ I >NII.,~,.. LLLL LLLLL LLLLLLLLLL1L ~ L'!,..__Lf LLL '-I . f:llftk.LLLL _LLLLL LLLLLLLLl..4.LILLI{= JLt,l-.1 LLLL . , bW'-",-'LL~ >J LLLLL LLLLLLLLl:-..L ~,LL\-LLLL ..., ~ L" L LLLLLLLLLLL'l.-.,,,_,,_,,,i,,._LL ' 1 ' ' L ~ .~ L I O[LLLL(::LfilLLLLLLL 'LLhLLLLLL L ~~L.:JLL~~~~~f\Ll.:c LLLLL~LLLLLf"kLLLLL L~ L LL: LLLL -, , -f-::Lbl.-1:o~LLL LL~ ' ' ' LLL ' ;L..Ll"< LLL LLLl: I J I L.::: ;!; ' t: ' I 12 11 - 11 '" L - I: 9 l LLLLLL ,_LLLLL LLLLLL LLLL LLLL LLLL I LLLL ,-.LLLL I LLLLL _L~~~ -I ,~~-"' v r////H//////Ar////,7/, {L LLLL ~ I I ~LLL 1/ LLLL ~ I~ M:il=, 1 O I ttt~ fj Lr.:~ _, 1::LLL~ ~ -, ----LLLL i;[:j'l~i441 "_LLLLLLLLL 'M[ 1 1 /1 1 ' LLII' Lil I LLLLLLLL ""' L.: ·: ., i,;; -; -; ' ' ' INoPECTION PROCEDURES> LEGEND >------------------------------------>1' ----I. CITY CONSTRUCTION INSPECTION SHALL NCWDE:> EXISTING POT ABLE WATER SYSTEM PROPOSED POTABLE WATER SYSTEM A. LOCATION OF PIPE LINES. B. TRENCH DEPTH. ------PROPOSED FUTURE RECYCLED IRRIGATION SYSTEM C. REOURED SEPARATION CHORIZONTALILY AND VERTICALLY). D. PPE IDENTIFICATION. E. POINTS-OF-CONNECTION <POC'Sl. F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. G. WARNft\JG SIGNS AT HE SITE AND ON THE TRUCKS HAULING RECYCLED WATER CIF RECLAIMED WATER IS USED FOR CONSTRUCTION). ~ I LLLLLLLLLLLLLLLI I LLLLLLLLLLLLLLLI I-~!XI--RC PROPOSED POT ABLE WATER SYSTEM AREA OF FUTLRE RECYCLED WATER USE LOCATION OF CONNECTION POINT IS-METER E BACKFLOW PREVENTION AN APPROVAL LETTEl2 REGA121DING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY ~ HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. INDIVIDUAL LOT /I-IOUSE P.O.C. 2 DISTRICT FNAL INSPECTION SHALL INCLUDE• 0 "DO NOT DRINK" SIGN LOCATIONS A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERIIIIINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. 8. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESOENTIAL AREAS. F. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNUAL NSPECTION SHALL NCLL))E• L_-------------------------------1 NOTE: The recycled water irrigation system as shown on these plans shall be temporarily connected to the domestic (potable) water supply; until future recycled water is available. At 1hat time, the system shall be converted over to recycled water. All work shall be done in accordance with the Carlsbad Municipal Water District, City of Carlsbad, and Department of Environmental Health requirements regarding recycled water irrigation. ( N I VICINITY MAP A COMPLETE NSPECTION WHICH SHOULD COVER PART A, PART BAND PART G OF THE DISTRICT FINAL INSPECTION. NOT TO SCALE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER.CITY ENDNEER ts DISTRICT ENGINEER PRIOR TO IMPLEMENTATION ff\! FIELD. DEPUTY CITY ENGINEER ~:£'& WILLIAM E. PLUMMER DISTRICT ENGINEER R.C.E. 28176 DATE PLAN PREPARED: SEPTEMBER 17,2002 BY: IVY LANDSCAPE ARCHITECTS ON PAGE 1 ONLY ENGINEER I i<I; PLAN CHECKER r APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE _______ _ REVIEWED BY: INSPECTOR I SHIEET I CITY OF CARLSBAD l---+---+-------------------+-----+---+-----1 PLANNING DEPARTMENT 1---f---+--------------------t---t-----jr----t LANDSCAPE FLANS FOR, AVIARA POINTE 6UERGER 5U6DIVISION DATE DATE w \_ I" BLACK LETTERS A VISO-A<aJA M'LRA NOTOMAR • IVY IVY Land!lcape Architect, Inc. 434 West Cedar Street, Suite 200 San Diego CA 92101 (619) 235-5360 SAN DIEGO COUNTY DEPART. OF ENVIRONMENT AL HEAL TH APPROVED -p ,/~/11~LO'a'l B. HUBBS/_ 7✓-JA'"r .'../.Ir ~,~v-____ !J-'J-tJZ- Ass1sTANTl<>V/4'NNilJl1 DIREC OR 12· X 36" SIZE 2" BLACK LETTERS .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS 18" X 18' SIZE .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS info @ ivyla.com __,. ~~_:-~z~:::~=,,,___ DA TE _#f._-_l_f-_ll_l. __ APPROVED BY: ~/cllk /..ttkS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION SHT. NO. OWN BY: ~-lll<IMi___ DATE INITIAL CHKD BY: LH=M~- CITY APPROVAL RVWD BY: PROJECT NO. CT '3'3J0 DRAWING NO. DWG. 401-5L ~ ~ ' ,_ ~ . I I I t t -a, -,_g N 1 347. o I \ \ \ I !:a"'~-'-'--~-----",----->s_ B \ \ \ \ \ I 11 . I I I \ \ \ \ \ \ 358, 0 E \ \ \ \ \ 365, 0 \ \ ru--r, C () ::U· m --i;!""-. _ ..... .. IVY \ \ F'UTU"-E R BY OTHER / ( IVY Landscape Architect, Inc. 434 West Cedar Street, Suite 200 San Diego CA 92101 (619) 235-5360 info @ ivyla.com 'I / / / / 8 I I I I 366, 9! DEPUTY CITY ENGINEER 'MLLIAt;;f PLUMMER DISTRICT ENGINEER R.C,E. 28176 SAN DIEGO COUNTY DEPART. OF ENVIRONMENTAL HEALTH N/A DATE APPROVED BY: 0 \l) ("J I I DATE PLAN PREPARED: ', •• ., • ,¾ " ' ••• , • ·~-' ( l./ e>: CONSTRUCTION LEGEND: 1. CONSTRUCT 5 1-~11 DECORATIVE METAL FENCE (TYPICAL SYMBOL) L._1_:y-r-...._P~ DETAI D S!-IEET 3. '-/"--,,,.-----r""""'r--v--"'.~ :2. CON TRUCT 5 1-~1 F E STANDING PROTO-11 SLUMP STONE WALL) (TYPICAL SYMBOL) MANUFACTURES SPECl~F_:_:IC,:_A...:_T,-:1.=0;,:..N=S;,·, .__;-._,/~._____,;"-' 3. C T PILA ER DETAIL E ET 3. 4. URNl51-! AND INSTALL !-!EADER BOARD PER DETAIL A 51-!EET 3. 5. N/A 151-1 AND INSTALL I 1/:2 11 DEPT!-! OF CRUS!-IED ROCK. CONSTRUCT TURFBLOCK PER DETAIL B S!-IEET 4. CONST U T 8 1 P-Tl-I E E Al ,-~-___,...._,,......_3::,.-...._r ,,...........__ CO 5 RUC 1 -11 ATOP MASON Y RET Al IN V'IALL PROTO-11 SLUMP STONE WALL (TYPICAL SYMBOL) MANUFACTURES SPECIFICATIONS. 10. CONSTRUCT CONCRETE INTER LOCKING PAVER FRONT WALK WAY, PORC!-1. COLOR AND PATTERN TO BE SELECTED BY OWNER. CONSTRUCT CONCRETE INTER LOCKING PAVER DRIVE WAYS. COLOR AND PATTERN TO BE SELECTED B~Y~O~W~N~E:R~.-J....J....J"--" GENERAL LEGEND: A. PROPERTY LINE PER CIVIL ENG. PLANS. B. UTILITY EASEMENT C. CONCRETE SIDEWALK PER CIVIL ENG. PLANS. D. VISIBILITY TRIANGLE. E. RETAINING WALL LAYOUT AND DETAILS PER CIVIL ENGINEERS PLANS. F. STREET LAYOUT PER CIVIL ENGINEERS PLAN. G. DRIVEWAY APRON PER CIVIL ENG. PLANS (TYPICAL SYMBOL). 30' <NEW MYLAR) APPROVED FOR PLANTING AUGUST 12, 2004 0 b n II ':'.:l <( u (/) 30' GRAPHIC SCALE "AS BUILT" 60' AND IRRIGATION ONLY, BY: IVY LANQSQAP~ ARQ!::llIEQT~ INCLUDING PRECISE TITLE DATE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY LOCATION OF PLANTING APPROVED REVIEWED BY: AREAS. ENGINEERING PLAN CHECKER DATE INSPECTOR DATE B-12-"'• JM I r_, , , 's! 1, . , ' ,,... I ~NJ:al;. 10,•A•• ! I SHEET I CITY OF CARLSBAD rn 6-l:Z-IZl4 JM J M(')NI IM"-ITATl,...,"-I IIIAI I 0. '2_EI i=ri=n -., I-2 . PLANNING DEPARTMENT 5 LANDSCAPE FLANS FOR: DATE AVIARA POINTE 6UERGER SU6DIVISION l;) APPROVED --x,,.., bb0¥Q El. I IUBB:S Jo-2.Zir/_ ASSISTANT PLANNING DIRECTOR DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL SHT. DATE INITlAL CHKD BY· HM REVISION DESCRIPTION CT ~~.10 DWG. 401-5L ENGINEER OF WORK NO. CITY APPROVAL RVWD BY: • I I ~ ',' ~ <( l c:, 15 .., -~ I ~ 0 " ~ 0 • f-~ <( ~ ' 0 "'-> <( U\ "+\ CONSTRUCTION NOTES: I. VISIT TI-E SITE PRIOR TO SLBMITTNG BIDS. 2. SLBMIT A UNIT COST PER CUBIC YARD FOR IM"ORT SOI.. IN-PLACE ANO BE COMPLETI:I. Y AWARE 01' TI-E AMOUNT OF SOIL i'ECESSARY TO 121:ACl-l THE SATISFACTORY GROLND LEVEL. 3. VERIFY ALL PROPERTY Lit-ES OR OTI-IER UMT Of WORK LINES PRIOR TO COMMENCNG WORK. 4. REMOVE Al.I. DEMOLITION ITEMS FROM THE PROJECT SITE AND DISPOSE Of IN ACCORDANCE WITI-I APPLICABLE CODES AND REGUI.A llONS. DO NOT BURY RL13131SI-I OR DE~S ON SITE. 5. REPAR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WAlJ$, PLANllNG, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER. 6. VERFY ALL EXISTING CONDITIONS, DIMENSIONS AND EUEV ATIONS BEFORE PROCEEDING WITH 11-IE WORK. NOllfY LANDSCAPE ARCI-IITECT IMM:DIA TEL Y 51-lOLLD FIELD CON)lllONS VARY FROM THOSE Sl-lOWN ON PLAN. 7. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWNGS AI\O ACllJAL F9ELD CONDITIONS TO Te!E LANDSCAPE ARCI-IITECT. CORRECTED DRAWINGS OR NSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION Of Tl-IS WORK. ASSUME FU.I. RESPONSSLITY FOR ALL NECESSARY CORRECTIONS DUE TO fAILLRE TO REPORT KNOWN DISCREPANCIES. 8. LOCATE ALL EXISTING UTI.ITIES WI-IETl-81 SI-OWN 1-S!EON OR NOT AND PROTECT Tl-EM F9ROM DAMAGE. NOTIFY OWNER IMMEDIATELY F DAMAGE OCCURS AND ASSUME FULL RESPONSl~LITY FOR EXPENSE OF REPAIR OR REPLACEMENT. 9. COMPLY WITI-I ALL PROVISIONS Of 11-E LA TEST BUI.DING CODE ANO WlTl-1 011-IER CURRENT RULES, REGULATIONS AND ORDNANCES GOVERNING TI-E PLACE OF Tl-IE WORK. BUI.DING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE TI-E RESPONSIBILITY Of ANYOt-E SLPPL )1NG LABCR OR MATERIALS OR BOTI-I TO BRNG TO TI-E ATTENTION Of Tl-IE AROITECT ANY DISCREPANCES OR CONFUCT BETWEEN THE REQIJREMENTS OF Tl-IE CODE AND THE DRAWINGS. 10, LOCATIONS OF NI.C. CONSTRUCTION El.Elv'ENTS SUCl-l AS UGI-ITS, SIGNS, VENTS, l-lYORAINTS, TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY Tl-lE LANDSCAPE ARCl-fTECT IMMEDIATELY Sl-lOULD THE LOCATION OF THESE ITBv1S INTERFERE W1Tl-l Tl-IE PROPER EXEC11.1110N OF WORK, I. VEl<lfY ALL PAVING AND l-lARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S REPORT WITI-I REGARD TO BASE PREPARATION ANO FOOTING REQUIREMENTS. NOllFY ARCI-IITECT IMMEDIATELY If SOILS REPORT RECOMMENDATIONS DlffER FROM DRAWNGS. THE SOILS REPORT l:!ECOMMENDATIONS, If MORE STRNGENT THAN DRAWINGS, SHALL TAKE PRECEDENCE. 12. CONTRACTOR SI-IALL BE RESPONSIBLE FOR COOl:!DINAllON BETWEEN SUBCONTRACTORS FOR PROPB1 AND TIMELY PLACEMENT Of SLEE~NG, PIPNG AND/OR CONDUIT NST ALLATION LNDER OR THROUGI-I LAI\OSCAPE ELEMENTS. 13. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICA TEO ON THESE PLANS ARE APPROXIMATE, F9NAL LOCATION TO BE VEl<IFIED BY ELECTRICAL ENGINEER. 14. DO NOT SCALE Oi<AWINGS. 15. SEE CIVIL ENGINEER'S PLAN FOR PRECISE GRADNG AND DRANAGE INFORMATION. 16. W~E PAVING AND FINISH GRADE MEET, DEPRESS F9NISH GRADE I' IN TIJRF AREAS ANO 11/T IN GROUND COVER AREAS UNLESS OTI-IERWISE INDICATED. 17. DO NOT EXCEED 4'1 aOPE IN TIJRf AREAS. 18. FOR PROJECT WALKS DO NOT EXCEED A SLOPE OF 201 C~I GRADIEND IJNLESS OTI-IERWISE I\IDICATED, 19. CONSTRUCT ALL CURVE TO CURVE ANO CI.RI/E TO TANGENT LINES TO BE NEAT, TRIM, SMOOTl-l ANDUNFORM 20. CONSTRUCT ALL CONCRETE WITI-I A MINM..IM COMPRESSIVE STRENGTI-I OF 2,500 PSI • 28 DAYS, PER STRUCTLRAL ENGNEER. 2L PRO~DE OWNER WITI-I ALL WARRANTES. GUARANTEES, AND INSTRUCTION MANUALS FOi< EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRBED IN Tl-lE SPECIFICATIONS. I' I' NOTE• REFER TO DETAL E!, Tl-llS SI-IEET F'OR CONDITIONS ADJACENT TO SLOF'E. L f-2' 7. > I 2 ·I·-··~ '•, , •I' ,-.------,, ... '1 ,.---I .. ~~I~ '. '• . . , r· . _,.,,_:.r-.-<:--. ,, ' t ' ., ,, ... 1. ' ' ' ' ~-----,' ., ' '• L51!:NP1 L 16X6Xl6 SLUMF' STOf\E BLOCK PILASTER. SACK E PAINT, COLOR TO BE SELECTED BY LANDSCAPE ARCI-IITECT / OWNER'S AUTI-IORIZED REPRESENTATIVE, :2. 16X2X16 SLUMP STONE BLOCK CAP. SACK AND PAINT. COLOR TO BE SELECTED BY LANDSCAPE ARCl-fTECT / OWNER'S AUTI-IORIZED REPRESENTATIVE. :;. WALL OR FENCE SEE PLAN 4, FINISHED GRADE. ! ~GE",_,- /\ I/.. ~-CONCRETE FOOTING -12" DIA. X 24" / I \ 2. 90% COMPACTED SUBGRADE 3. 2" X 6" CEDAR CAP i: f ~X8-:"JE7ftif rft!RDS (W/ I V2' OVERLAP) 6. 4' X 4' CEDAR POST o 8'-0' O.C. 7. I" X 4" RAIL 8. FINISH GRADE. 9. SLOPE Ii MIN. 3n--...; 4 3 I I I I I I <11 I I 6 7 ' / NOTE• ~z -ALL WOOD MEMBERS Sl-lALL BE RE-SA CEDAR. -CONC. FOOTING DIMENSIONS I'; SUB ADE • PREPARATION /COMPACTION A SI-IOWN FOR BID PURPOSES ONLY, REF TO STRUCTURAL ENGINEERS PL S. -ALL WOOD MEMBERS SI-IALL CEIVE OWNER/LANDSCAPE AR ITECT. (2) COATS STAIN, TO BE S ECTED BY < -CONTRACTOR SI-IALL U GALVANIZED 5 NAILS TI-IROUGI-IOUT I I I I I l>:i> • l() I 7117>l.L-LL II~ ' -. 4 / I I t,,, ,..IU I II/ ",,[(JI ,., ·. J I " ' ~:w: 7 6 ELEVATION 5 ENLARGENENT N.T,S. 11 11 SEE CHART FOR MAX. croWN LENGTI-I C ; SEE CI-IART FOR MAX. CROWN HEIGi-iT ELEVATION -CROWN DIMENSIONS BEND-A-BOARD CHART 1 MAXIMUM MAXIMUM I-IDR. ACTUAL RADIUS CROWN SEE CI-IART FOR MAXIMUM RADIUS m . - PLAN RECOMM8'JDED SLIP JOINT GAP AT SLIP HAIRPIN SLIP JOINT DETAIL NOTES• I. COLOR OPTIONS BROWN <STOCK ITEM) 2. INSTALLATION TIPS -USE COARSE WOOD WORKING TOOLS FOR CUTTING AND DRILLING. -USE PLATED SCREWS OR RING SHANK NAILS TO JOIN BOARDS. i--==-i,.:::.::.:.=.:.::::.:::.:...:.::c__ ___ --+~==:..+....::.::.=:.:::c+;;.;;:..;.-"----1-"--=,==.c=----, -ALLOW FOR THERMAL EXPANSION THE SLIP BY LEAVING GAPS IN JOINTS OR AT Tl-IE END SIZE DlrvENSIONS POSSIBLE POSSIBLE JOINT DIMENSIONS 14 3 1/2" 3/4" 20' 24" 19" I 20' 1/4' -1/2" 3/4" ID 13' 24 3 V2" 11/2' 20' 36' 16" I 20' 112· -3/4" 11/2" ID 13" 16 5 V2" 3/4" 20' 24" 9" I 20' 3/4" ID 13" 1/2" -3/4" OF ~ERLN -DO NOT SCREW TI-IROUGI-I M'--A-NU_F._A_C_T_UR_E_D_B_Y_• E-PIC--P-LA_S_T~IC_S_,-18_8_0_G_A-'--R-D-'E-'-N-T_R_A~C-T_R_D_ .. -R-IC_H_M_O_N_D._,_C_A_9_4_8_0_1 __ ~ SUP JOINT. 26 5 1/2" 11/2" 16' 36" NIA 3/4" -I" NIA PH u (510) 235-9339 7 ? • E MASONRY PILASTER NOT TO SCALE'/C IAJOOD FENCE NOT TO SCALJ A 1-lEADER BOARD DETAIL NOT TO SCALE f------------------------------111,;;_,----~-----------.-----~-, ~,,----: ~,=-".'"-...,-_-_ -r-::--------~7'-'--t--------------------------------------- VARIES SEE PLAN . 4 5 ' LEGEND• I. DECOMPOSED GRANITE, FIRST LIFT, 3/8" DIAMETER MAXIMUM COMPACTED TO 95'L. 2. DECOMPOSED GRANITE, SECOND LIFT, 1/4" DIAMETER MAXIMUM COMPACTED TO 95'!. 3. 95'! COMPACTED SUBGRADE. 4. 2 IN. X 6 IN. REDWOOD HEADERBOARD CONTINUOUS. 5. FINISH GRADE. 6. I IN. X 3 IN. X 16 IN REDWOOD ST AKES AT 5 FT. ON CENTER MAXIMUM ST AKES SET BELOW TOP OF HEADERBOARD. NOTES• A. DECOMPOSED GRANITE SI-IALL I-IAVE STABILIZERS INTEGRAL WITI-I Tl-IE MIX, B. DECOMPOSED GRANITE SI-IALL BE 'MADISON GOLD' BY KRC ROCK <800) 572-7625, OR APPROVED EQUIVALENT. 5 2 '° ' 2r--"III in • . ' ' ' ' . LEGEND 3 • • ,, .. ,', ''I: •,' 3)---l-,-.J. • ' :, . " ,•,.tl• , I) l I. 2 1/2 IN. X 2 1/2 N. TUBE STEEL F'OST AT 8'-0" O.C. MAX. SPACING, POST SHALL BE SET IN 3 IN. SQ. TUBE STEEL SLEEVE (TO FULL DEPTH SLEEVE) INSTALLED IN FOOTING POR·ROK POST INTO SLEEVE. 2. 5/8" DIAMETER TUBE STEEL PICKETS AT 4" O.C. 3. 12" DIAMETER X 18" DEPTH CONCRETE FOOTNG. 4. FINISH GRADE 5.11/2" DIAMETER TUBE STEEL RAIL -TOP AND BOTTOM TYP. NOTE< ALL STEEL MEMBERS SI-IALL BE SI-IOPWELDED GRIND SMOOTH, REMOVE ALL SLAG AND SPLATTER PRIOR TO PRIMER AND PAINTING. ALL MET AL SHALL BE PAINTED WITH• -PRE-PRIME I COAT RUST INHIBITER (DIF'PEDl ·I SHOP PRIMER -ZINC PRIMER -I FIELD PRIMER -GREY PRIMER -2 FINAL COATS -TO BE SELECTED BY OWNER ',----,-v© , 6 . ~ --------;----;-'1'""-r ' I I f©"" 1( --- L P'NSI-I GRAD!! l ADJACENT 21 SLOP!! 3. MASONRY PLAST5? PS ceTAIL I:! -THS a-E!!T, 4. TOP OF' CONCRETI!: F'OOTNG, 5, 5'-0' DIMeNSION TO DAYLIGHT AT Sll2f'ACE! Of" SLOP!! 6, COM"ACTEO SLBGRADE -901 B Pl LASTER AT SLOPE ....fi) - NOT TO SCALE "AS BUILT" t------------------------------+--------------------------1DATE PLAN PREPARED: AUGUST 12. 2004 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE F DECOMPOSED GRAN I TE NOT TO SCALE D DECORATIVE METAL FENCE BY: IVY LANDSCAPE ARCHITECTS NOT TO SCALE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY ~-----------------------------~------------------~~~~----1APPROVED A R ~ IVY ' ' ' IVY Landscape Architect, Inc. 434 West Cedar Street, Suite 200 San Diego CA 92101 (619} 235-5360 info @ ivy Ia.com I ,, <NEW MYLAFV DEPUTY CITY ENGINEER N,0 WILLIAM E. PLUMMER DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPART. OF ENVIRONMENTAL HEAL TH DATE --~-~ _______ DATE _____ _ APPROVED BY: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION TITLE ________ DATE LOCATION OF PLANTING AREAS. REVIEWED BY: SHT, NO. DA TE INITIAL CITY APPROVAL LANDSCAPE PLANS FOR: .AVI.AR.A POINTE CONSTRUCTION DETAILS BUERC:!ER SUBDIVISION APPROVED " --.A LLOYB B. I IUDDS --~!.!!ttL• /L_J:Uli,i~-----/Q•».--o</ ASSISTANT PLANNING DIRECTOR OWN BY: I PROJECT NO. ~~~ ~~~ HM CT '3'3.10 I DRAWING NO. DWG. 401-5L .. 0 • 0) ~ " p ~ " j -I .., -" 0 f-0 n' c5 N 0 N 0 " I ~ -, ~ 0 "· <( "' i <( B A MONUMENTATION i,-,JALL LEGEND L TLRFBLOCK PAVNG INSTALLED AS PE:R MANL.FACTURER'S RECOMME:NDA TIONS 2. REDWOOD I-IEADERBOARD SEE DETAIL F, SI-IEET 3. 3. SAND BASE -PER MAr-l.JFACTURERS RECOMMENDATIONS 4. COMPACTED SUBGRADE -PER MANUFACTURERS RECOMMENDATIONS. 5. BACKFILL WITI-I TURF SEED. NOTE• COORDINATE: INSTALLATION OF TL.RFBLOCK WITI-I IRRIGATION. TURFBLOCK NOT TO SCALI!! 8'-0" • IVY 16'-0' IVY Landscape Architect, Inc. 434 West Cedar Street, Suite 200 San Diego CA 92101 (619) 235-5360 info @ivyla.com 8'-0' DEPUTY CITY ENGINEER N~ WILLIAM E. PLUMMER DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPART. OF ENVIRONMENTAL HEALTH ti/A DATE APPROVED BY: DATE PLAN PREPARED: AUGUST 12, 2004 ~ X "° <[ (Y) ~ <NEUJ MYLAR) L 8X6Xl6 SLUMP BLOCK WALL WITl-l SACKED AND PAINTED FINISl-l (COLOR TO BE SELECTED BY OWNER/LANDSCAPE ARCl-llTECT). ALL REINFORCED CELLS Sl-lALL BE GROUT FILLED. 2. 2' SLUMP BLOCK CAP WITl-l SACKED AND PAINTED FINIS TO MATCl-l WALL. 3. RAISED ACRYLIC LETTERS BY OTl-lERS. 4. FINISl-l GRADE. 5. i=t3 REBAR AT 18'0.C. EACl-l WA Y,AL TERNA TE BENDS AT FOOTING. 6. CONCRETE FOOTING 7. 90'.t COMPACTED SUBGRADE. NOT TO SCALI!! APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, BY: IVY LANQ;iCAP!;; ARCHITEQT;i INCLUDING PRECISE DATE TITLE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY LOCATION OF PLANTING APPROVED AREAS. REVIEWED BY: ENGINEERING PLAN CHECKER DATE INSPECTOR DATE ~ '" -, .... I\ . lfillsllr.T~ ,. ,_If 111,-,D,,. • I SH~ET I w ~ -CITY OF CARLSBAD "-12-(Z)4 JM •· , •~ 111 A I I .0. ..QE.l..E.IE"" "!_ • -PLANNING DEPARTMENT 5 LANDSCAPE FLANS FOR: DATE AVIARA POINTE 6UER6ER SU6DIVl5I0N APPROVED .I Y1o~, LLOYD B. HUBBS ,0 ·2.?,-Q(/ ASSISTANT PLANNING DIRECTOR DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL SHT. DATE INITIAL CHKD BY: I-IM CT ~~.10 REVISION DESCRIPTION NO, RVWD BY: ENGINEER OF WORK CITY APPROVAL DWG. 401-5L I 1! i NOTE: A-I /4" 6.8 A-2 r / 4" ttt---..L ~::e____i I 13.26 A-3 I !-¥'-=----ii++-+--I ~ FUTLRE CONNECTIO 0 l<ECLAIMEO WA TEI< Y TBv1. II II A-8 II r II 14.04 I A-9 II r 20.28 II II II II II II II (J) II II I I I 3/4" 1 347. o 1 TYPICAL DRAINAGE SWALE PEI< CIVH.. ENGI\EEl<'S PLAN 2 355. 5 I , ~ ~-, ~ i ! .. ,,:::: i t !·<•:. l (l I I·••· :·: ·: ,' ,; ·---5 ..... '·-··· ·-·· i I" 1'2.48 w A-6 r . 10.92 I" .6 4 367, 0 3 364. 0 I r . ', . :r OCEAN w w POTABLE WATEI< METE!< (TYPICAL SYMBOL) PER CIVL ENGNEEl<'S PLAN 6 374 o I 5 368. o I ---------- i (_r F " :; CD-JIX ---<'b---1/2, A-10 fi< /4" 11 36s. o I NOTE: ' r WA TEI< fvETEI< ~CIV1L' EN. G. PLANS • SEl<VICE SEl<VICE AT STATI +75 ·. •, NOTe..- FOR LOTS~ II AND 12 NSTALL RECYCLED MANUNE WITl-l N l· j 4d ! }i-i(],! 7 376. 6 8 ?; 172"' I 372, 1 I 1 • / , Fl<E HYDl<ANT (TYPICAL SYMBOU J 3/4" PEI< CIVIL ENGI\EEl<S PLAN ( / \I 9 366, 91 10 1 362. 3 I ' ! / '3 4• ' / ' i , / A-14 I" 14.04 A-13 11/4" 16.38 A-12: I 1/4" !16.38 ! I I , I i . . J t ! ! i ' / • ! } l<IGell OF WA~TEI< OBTANNG APPl<OVAL OF ENGINEEl<NG NSPECTIONJ. .. IVY IVY Landscape Architect, Inc. 434 West Cedar Street, Suite 200 San Diego CA 92101 (619) 235-5360 info @ ivyla.com DEPUTY CITY ENGINEER WILLIAM E. PLUMMER DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPART. OF ENVIRONMENTAL HEAL TH DATE APPROVED BY: DATE PLAN PREPARED: SEPTEMBER 17,2002 BY: IVY LANDSCAPE ARCHITECTS ENGINEER'S APPROVED SIGNATURE REQUIRED ON PAGE 1 ONLY ENGINEERING PLAN CHECKER DATE DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ; I 30' 0 0 t') II w _J <( u (j') 30' GRAPHIC SCALE 60' APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD w PLANNING DEPARTMENT 5 Fi;ECYCLED WATER IRRIGATION FLAN FOR: AVIARA POINTE ASSOCIATION MAINTAINJ!D lllltllltlGATION !"LAN BUE~ER SUBDIVISION APPROVED -:lfj;;{ d,J! LLOYD B. HUBB)(,);7'.,C,7,-- ASSISTANT Pl.,..-ING DIRECTOR OWN BY: I PROJECT NO. I DRAWING NO. SHT. DATE INITIAL CHKD BY: 1-!M NO. Cl TY APPROVAL RVWD l!Y: CT <:i<:iJ0 DWG. 401-5L ~ 0 ~ :i ~ -' ' :1 ~ } ., C < ' (> ~ II II ru ru ru - ~: ~ n ~: II II M-23 I" 13.26 1 347. o 1 TYF'tCAL DRANAGE SWALE' F'E'I:? CIVL ENGlr-EEl:?'S PLAN M-20 /4" 10.54 2 355. 5 M-21 I" 13.6 M-22 3/4" 9.52 M-16 I" 11.56 A-19 I" ~ 12.24 367, 0 3, 364. ll 1/2" 3/4" M-17 I" 11.9 M-18 I" 11.56 ■ 1/2' ·. F>OTABLE' WATE'R M=TE'I< (TYF>ICAL SYMBOL) F'EI< CIVIL E'NGINE'Bl"S PLAN 6 374. o 1 M-3 I" 11.56 M-4 I" 11.56 M-5 I" 12.24 5 368. o I • • rJI I\ I I ~.lc--'<dl LARE HYDRANT CTYF'ICAL l Rerl CII 1L ENGH;!lsR'S PL OOEAN 3'-VRES[1'VE--NUc _,____ ~ M-14 I" 14.28 M-15 I" M-13 I" - 15.3 13.6 12 112·, 358. o 1 ~ IVY M-12 3/4" 7.14 11 ··~ • 3/4" " 36s. o\ TYPICAL CAT~ BASIN PE'R CIVIL ENGNEER'S PLAN IVY Landscape Architect, Inc. 434 West Cedar Street, Suite 200 San Diego CA 92101 (619) 235-5360 info @ ivyla.com DEPUTY CITY ENGINEER WILLIAM E. PLUMMER DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPART. OF ENVIRONMENTAL HEAL TH DATE APPROVED BY: 8 372. M-2 3/4" 4.42 M-6 12.92 1 1 M-7 3/4" 3.74 -gl >---=--'---I 366. 91 M-9 /4" 3.74 /4" 10 9.52 I 362. 3 \ M-11 /4" 3.06 M-1 /4" 7.14 •• .I I \ • ! I ' \ ' . ', ' / i . . ' , ' ' / / / / ' / I i i \ DATE PLAN PREPARED: SEPTEMBER 17,2002 BY: IVY LANDSCAPE ARCHITECTS ENGINEER'S APPROVED SIGNATURE REQUIRED ON PAGE 1 ONLY ENGINEERING PLAN CHECKER DATE DATE DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION 30' 0 0 f"') II w ....J <( u {/) 30' GRAPHIC SCALE 60' APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE I SHJET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 5 POTABLE WATER IRRIGATION PLAN FOR, AVIARA POINTE I-IOMf OWNflt'S MAINTAINfD lltltlGATION !'LAN APPROVED BUE~ER 5Ul3DIVISION 1%'U LLOYD B. HUBBS 1-:tJ 7 !~--7- ASSISTANT PL!':Nl'<ING DIRECTOR OWN BY: I PROJECT NO. I DRAWING NO. SHT. DATE INITIAL CHKD BY: HM NO. CITY APPROVAL RVWD BY: CT '3'3.10 DWG. 401-5L IRRIGATION EQUIPMENT LEGEND I SYMBOL! MANUF. E MODEL ~ GRISWOLD DW-PRV ~ CI-IAMPION 466P ~ GRISWOLD MASTER 11/2" VALVE ® RAIN BIRD ESP I6-MC CONTROLLER ® RAIN MASTER FS-SERIES 11/2" VALVE ~ Cl--lAMPION 262-100 A VB () NELSON 7634 FEBCO 825 Y ~ NIBCO T-113 [M] WATER METER ~ INDIVIDUAL LOT /1--lOUSE P.0.C. -■■• MAIN LINE POTABLE 2" E LARGER CLASS 315 UNDER 2" SCl--l. 40 PVC LATERAL LINE POT ABLE ~J~ ~L&~s$1~b259:,vc • -• MAINLINE RECYCLED PIPE RECYCLED WATER IN USE 2" E LARGER CLASS 315 UNDER 2· SCl--l. 40 PVC -----LATERAL LINE RECYCLED WATER 1/2" CLASS 315 PVC 3/4"+ CLASS 200 PVC I DESCRIPTION ELECTRIC SOLENOID VALVE, SIZE AS INDICATED WITl---llN A PLASTIC VAL VE BOX AS PER DETAIL MANUAL VAL VE, SIZE AS INDICATED WITHIN A PLASTIC VALVE BOX AS PER DETAIL ELECTi:?IC SOLENOID VAL VE, SIZE AS INDICATED WITHIN A PLASTIC VALVE BOX AS PER DETAIL 16 ST A TION CONTROLLER INSTALLED IN STAINLESS STEEL PEDESTAL MOUNT ENCLOSURE W/ RAIN BUCKET FLOW SENSOR W/ DAT A INDUSTRIAL HFS-I50 WITHIN A PLASTIC VALVE BOX AS PER DETAIL CHAMPION ATMOSPHERIC VACUMN Bi:?EAKER I" 12" ABOVE THE HIGHEST HEAD ON THE LINE I" BRASS QUICK COUPLING VALVE W/ LOCKING VINYL COVER IN A 6" ROUND PLASTIC BOX REDUCED PRESSURE TYPE BACKFLOW PREVENTER-I 1/2" BRONZE GATE VALVE W/ WHEEL HANDLE -LINE SIZE INSTALLED IN A ROUND PLASTIC VALVE BOX 11/2" WATER METER EXISTING INDIVIDUAL LOT/HOUSE WATER LINE. TIE INTO WATER LINE, SET GATE VALVE CLINE SIZE) BETWEEN TIE IN AND CONTROL VALVE. SIZE AS NOTED WI MIN. 18" COVER, PROVIDE PVC SCH 40 PIPE SLEEVE CTWICE THE DIAMETER OF Tl---lE MAINLINE) LNDER ALL PAVING W/ MIN. OF 24" COVER SIZE AS NOTED W/ MIN. 12" COVER, PROVIDE PVC SCH 40 PIPE LATERAL UNDER ALL PAVING W/ MIN. 18" COVER SIZE AS NOTED W/ MIN. 18" COVER, PROVIDE PVC SCH 40 PIPE SLEEVE <TWICE THE DIAMETER OF THE MAINLINE) UNDER ALL PAVING W/ MIN. OF 24" COVER. POTABLE WATER IN USE UNTIL RECLAIMED WATER BECOMES AVAILABLE. RECLAIM PIPE AND FITTINGS TO BE {PURPLE) SHALL BE USED. SIZE AS NOTED W/ MIN. 12" COVER, PROVIDE PVC SCH 40 PIPE LATERAL UNDER ALL PAVING W/ MIN. 18" COVER. POTABLE WATER IN USE UNTIL RECLAIMED WATER BECOMES AVAILABLE. RECLAIM PIPE AND FITTINGS TO BE (PURPLE) SHALL BE USED. DETAIL D/8 M/9 C/8 A/8 H/8 L/9 E/8 B/8 F/8 SLEEVE NOTES• ALL PIPE CROSSINGS UNDER VEHICULAR PAVING SHALL BE INSTALLED IN SCH. 80 PVC SLEEVES WITH A MINIMUM OF 30 " COVER. (MAINLINE. CONTROL WRE, AND LATERAL LINE SLEEVES). ALL PIPE CROSSINGS UNDER DRIVEWAYS SHALL BE INSTALLED IN SCH. 40 PVC SLEEVES WITH A MINIMUM OF 24" COVER, (MAINLINE, CONTROL WIRE, AND LATERAL LNE SLEEVES). ALL PIPE CROSSINGS UNDER PEDESTRIAN PAVING SHALL BE INSTALLED IN SCH. 40 PVC SLEEVES WITH A MINIMUM 18" COVER, <MAINLINE, CONTROL WRE, AND LATERAL LINE SLEEVES). ALL MAINLINE AND LATERAL LINE SLEEVES SHALL BE A MINIMUM OF TWICE THE DIAMETS? OF THE PIPE SIZE WITHIN THE SLEEVE. ALL CONTROL WIRE SLEEVES SHALL BE A MINIMUM OF 2" IN DIAMETER. IRRIGATION HEAD LEGEND I SYMBOL I MANUF I DESCRIPTION /GPM I RAD I PSI A-I 3/4" 10.88 DETAIL STATION NO. VALVE SIZE GAL. PER MIN, PRESSURE CALCULATIONS: WATER METER SIZE: I" 1--l.G.L. , 340 ELEV A TION AT SOURCE : 550 ELEVATION 210 X .433 PSI • 90.93 REMOTE CONTROL VAL VE 1:1 A-I2 MAXIMUM DEMAND 16.38 GPM PSI LOSSES WATER METER BACKFLOW PREVENTER MASTER VAL VE/ FLOW SENSOR GATE VALVE ( 2 TOTAL) ELEV A TION LOSS I 1/2" MAIN LINE CONTROL VAL VE 11/4" LATERAL LINE I" LATERAL LINE 3/4" LATERAL LINE 1/2" LATERAL LINE 10% FITTING LOSS PRESSURE REQUIRED @ 1--lEAD TOT AL SYSTEM LOSSES 2.2 12.0 1.6 2,0 15.84 4.3 1.80 . 06 .02 .45 7.90 1.5 30.0 79.67 ST A TIC PRESSURE AVAILABLE 90.93 RESIDUAL WATER PRESSURE+/-11.26 MINIMUM PRESSURE REQUIRED @ POC • 30 PSI F ARTl--lEST VAL VE FROM METER: A 12 LARGEST VAL VE A-6 = 19.50 GPM IRRIGATION NOTES I. ALL POP-UP SPRINKLER HE:ADS N 81-lRUB OR GROUNDCOVE:R AREAS SHALL BE NST ALLED SO THAT THE TOP OF THE SPRINKLER IS I' ABOVE FNISHED GRADE. 2. ALL F'RESSURE LINES 81-lALL BE TESTED FOR FOUR HOURS UNDER HYDROSTATIC F'RESSURE OF 125 PSI AND BE PROVEN WATER TIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR TEST. CITY INSPECTOR SHALL OBSERVE AND APPROVE TEST (ADD). 3. ALL SPRINKUER HEADS SHALL BE SET F'ERF'ENDICULAR TO F'INISH GRADE OF THE AREA TO BE IRRIGATED UNLESS 017-ERWISE NOTED ON THE PLANS. 4. THE SPRINKLE:R SYSTEM IS BASED ON THE MINMUM OF'ERA TING PRESSURE AND THE MAXIMLM FLOW DEMAND SHOWN ON THE IRRIGATK)N DRAWNGS AT EACH POINT OF COr-tt:CTION. THE RRIGATION CONTRACTOR SHALL VERFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT TO THE OWNER'S AUTHORIZED REF'RESENT A TIVE ANY DFFERENCE BETWEEN THE WATER PRESSURE Sl-lOWN ON THE DRAWNGS AND Tl-lE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION. N Tl-lE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO ST ART OF CONSTRUCTION. THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY . 5. THE FINAL LOCATION OF TI-E AUTOMATIC CONTROLLER 81-lALL BE APF'ROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE F'RIOR TO NST ALLA TION. 120 VOLT EUECTRICAL POWER AT THE AUTOMATIC CONTROLUER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE FNAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE CONTROLLER N ACCORDANCE WITH LOCAL ELECTRICAL CODE. 6. Tl-llS DESIGN IS DIAGRAMMATIC. ALL PIPNG. VALVES. ETC. 81-lOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY. INSTALL PIPING AND VALVES IN PLANTING AREAS WHERE POSSIBLE, AND LOCATE CONTROL AND QUICK COUF'LING VALVES 6" TO 12" AWAY FROM HARDSCAF'E OR TURF AREA FOR EASY ACCESS. 7. THE IRRIGATION CONTRACTOR Sl-lALL FLUSH AND ADJUST ALL SF'RINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRA Y ONTO WALKS, ROADWAYS, Al\0/0R BUILDINGS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AI\O THROTTLING THE FLOW CONTROL AT EACH VALVE TO OBTAIN OPTIMUM OPERATNG PRE:SSURE FOR EACH SYSTEM. 8. DO NOT WLLFLLL Y NST ALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVK)US IN THE FIELD THAT OBSTRUCTIONS. GRADE DIFFERENCES. OR DFFERENCES IN SITE DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN FORESEEN AND CONSIDERED N THE ENGINEERING. THE OWNER'S AUTHORIZED REPRESENTATIVE SHOLLD BE I1\FORMED OF SUCH OBSTRLJCTK)NS AND DIFFERENCES, BUT IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESF'ONSIBILITY FOR ANY REVISIONS NECESSARY. 9. NST ALL ALL F'IF'E MATERIALS AND EQUIPMENT AS SHOWN IN CONSTRUCTION DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PPE THREADS OF ALL SPRN<LER SWING JOINT AND VAL VE ASSEMBLIES. K), IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE 1-liMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, STRUCTURES AND UTILITIES. THE IRRIGATK)N CONTRACTOR SHALL EXERCISE EXTREME CARE, AND BE RESPONSIBLE FOR ANY DAMAGE N EXCAVATING AND WORKING NEAR UTILITIES. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE LOCATION OF UTILITIES AND Tl-IE: NSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, AND I\EAR STRUCTURES. I. DRANAGE OF WATER THROUGl-l SPRINKLER HEAD WLL NOT BE ALLOWED. SOME SPRINKLERS WILL REQURE THE INSTALLATION OF AN ANTI-DRAN VALVE IN THE RISER ~F'F'LE TO F'REVENT DRAINAGE. DURING THE COURSE OF CONSTRLJCTK)N, THE CONTRACTOR Sl-lALL INSTALL AN ANTI-DRAIN AS REOURED AT ANY SPRINKLER SHOWING SIGNS OF DRANNG AFTER THE IRRIGA TK)N SYSTEM HAS OPERA TED FROM AN ON TO OFF POSITION. INSTALLATION OF ANTI-DRAIN VALVES SHALL BE INCLUDED N THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER. 12. ALL PIPE TO BE PVC SURED. 13. F'OF' UF' HEADS SHALL BE USED WITHN K)' OF ANY F'EDESTRIAN USE . • 1--lUNTER SRS-12-70 POP-UP SPRAY 1--lEAD SRS-12-71--l POP-UP SPRAY 1--lEAD SRS-12-IOQ POP-UP SPRAY 1--lEAD SRS-12-101--l POP-UP SPRAY I-IEAD SRS-12-IOF POP-UP SPRAY 1--lEAD I-20-ARV-I.O 4" ROTOR POP-UP l-20-3RV-1.0 4" ROTOR POP-UP I-20-1--lP-12-ARV-I.O 12" ROTOR POP-UP l-20-l--lP-12-3RV-I.O 12" ROTOR POP-UP .34 7' 20 I /S1--lEET 0 1--lUNTER .68 .. 1--lUNTER .34 v 1--lUNTER .68 0 1--lUNTER 1.36 □ 1--lUNTER .78 (/) 1--lUNTER .78 8 1--lUNTER .78 EB 1--lUNTER .78 7' 20 10' 20 10' 20 10' 20 17' 30 17' 30 17' 30 17' 30 • • • • • • • • • • • • • • • • .. IVY IVY Landscape Architect, Inc. 434 West Cedar Street, Suite 200 San Diego CA 92101 (619) 235-5360 info @ ivyla.com DA TE PLAN PREPARED: SEPTEMBER 17,2002 BY: IVY LANDSCAPE ARCHITECTS ENGINEER'S APPROVED SIGNATURE REQUIRED ON PAGE 1 ONLY ENGINEERING PLAN CHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE .. -·---·------ LOCATION OF PLANTING AREAS. "AS BUILT" TITLE ______ _ DATE REVIEWED BY: INSPECTOR DA1E DEPUTY CITY ENGINEER l----+---+--------------t---t--+---1 I SH7EET I CITY OF CARLSBAD ~5 PLANNING DEPARTMENT ~ ;==:::::..::==========:::::..::====; WILLIAM E. PLUMMER DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPART. OF ENVIRONMENTAL HEAL TH DATE DATE ----------------APPROVED BY: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION SHT NO. DA TE INITIAL CITY APPROVAL LANDSCAPE FLANS FOR: .AVI.AR.A POINTE IRRIGATION LEGEND t NOTES BUERGER SUBDIVISION APPROVED / _,,/0/J;} LLOYD B. HUBBS Mt!V ASSISTANT PLANN'fNG DIRECTOR ' OWN BY: PROJECT NO. ~~ ~~; HM CT '3'3J0 I DRAWING NO. DWG. 40l-5L ' ' i _J 6' MIN. r I' -T IO 7 LEGEND I, AUTOMATIC CONTROLLER ENCLOSLRE WITH ~D DOOR, 2. AUTOMATIC CONTROU.ER MOLNTED ON ENCLOSURE BACKBOARD. 3. SLOPE TO DRAIN. 4, DIRECT BURIAL CONTROL WRES TO CONTROL VALVES 5. FN~ GRADE SHALL BE I' BELOW BASE N TU<F AND 2' BELOW N GROUND COVER 6. PVC LONG SWEEP ELL 7. OPEl'-I\IG -SAME SIZE AS OPEI\ING IN CONTROLLER BASE. FLL VVITl-l 3/4' C~D ROCK. 8, 07 VOLT, 60 CYCLE POWER SUPPLY WIRES IN CONDUT. 9. POUIED CONCRETE BASE -6' MN AS REOUIRED BY MANJ"ACTLIRE'S INSTALLATION GUDE EXTEND CONCRETE N FRONT OF CABII\ET A SUFFICIENT DIST ANGE TO ALLOW UNOBSTRUCTED AREA FOR DOOR TO SVVNG FREE OF PLANT MATERIAL. IO, ENCLOSURE BASE. EXTEND CONCRETE I' BEYOND ENCLOSLRE BASE OPENNG, lvETAL ALIGI\MENT TEMPLATE SETS MOUNTING AT PROPER SPACNG, REFER TO MFGR.'S I\ISTALLATION SPECS. AUTOMATIC CONTROLLER I' Mt< N TU<F =t= 'Z' MIN IN GROLNDCOV5! = = ~r::;I 111 Ii' LEGEND I. ROUND VAL VE BOX 2. FINI~ GRADE 3. QUICK COL.PUNG VALVE, 4. 3/4' CRUSl-lED ROCK. 6' DEPTl-l MN 5. SCI-I 80 PVC NPPLE (LENGTl-l AS REQUIRED) 6. PVC 90 DEG, STREET ELL. SCI-I. 80 7. MAN LNE PIPNG, 8. MAN LINE FITTNG. 9, SCI-I 80 PVC NIPPLE -6' MIN. LENGTl-l 10. 90 DEG. ELL SCI-I. 80 T X T I. STAINLESS STEEL COMPRESSION CLAMP. 2 REQUIRED. 12. ff4 24" MN REBAR ST AKI!:. SECURE AT QUCK COUPLER e r-JPPLE RISER, 13. CURB OR WALK NOTE, 9 8 SIDE l/1EW TOP VIEW 7 QUICK COUPLER VALVES Sl-lALL BE OF A TYPE APPROVED FOR RECYCUED WATER use. QUICK COUPLER LEGEND L RED BRASS 90 DEG. ELL (TYPJ 2 RED BRASS LNON LNE SIZE 3. REDUCED PRESSURE BACKFLOW PREVENTER 4. RED BRASS r-.lPPLE 4'MIN. LENGTl-l AS REQUIRED 5. FNSl-l GR ADE 6. RED BRASS NIPPLE (TYP> WRAP ALL PIPE BELOW SOIL UI\I:, 7, PVC MAN.NE PIPE 8. PVC MALE ADAPTER 9, IZ' X 12" X 12' CONCRETE Tl-lRUST BILOCK. <TYPJ IO, FROM PRESSURE REDUCING VALVE ADAPT AS REOI.IRED n. Y-STRANER NOTI;S• L NST ALL BACKFLOW PREVENTER AS REClUIRED BY LOCAL CODES AND 1-lEALTl-l DEPARTlvENT, VERIFYLOCALREQLIRE/\,ENTS PRIOR TO INSTALLATION. 2. INSTALL BACKFLOW PREVENTER SQUARE WI 1-lARDSCAPE ELEMENT. 3. NST ALL PER CMWD STANDARD DWG.W-20 LEGEND L RECTANGULAR PLASTIC VALVE BOX WITl-l SOLT OOWN LID. ONE VAL VE PER BOX -NO EXCB"TIONS. INSTALL BOX AS 61-lOWN. 2 ROUTE OR BRAI\O EACl-l VALVE NO. NTO LIDS, 3. REMOTE CONTROL VALVE WI FLOW CONTROL AI\O MANUAL BLEED 4, Cl-lRISTY'S VAL VE TAG, STANDARD, SECU:!ED TO VALVE Wl:11NG ID EACl-l STATION. 5, VALVE CONTROL WIRE -USE PEN-TITE CONI\ECTORS AND 36" OF EXCESS UF WIRE N A I' DIAMETER COIL 6. SCI-I 80 PVC BALL VAL VE WI LNIONS. 7, SCI-I 80 PVC NPPILE LENGTl-l AS REOURED. 8. COMMON BRICK -4 REO'D. 9. LOWER LATERAL LN: WI SCI-I, 80 PVC 45" ELBOWS 10. PEA GRAVEL -4' DEEP, <NO SOIL IN VAL VE BOXJ l SCI-I. 80 PVC Tl-lREADED FITTI\GS (AS REClUIREDJ 12 SEAL CUT-OUTS WI POL YURETI-IANE FOAM 13. FNSl-l GRADE 3 4 =I ~Mr1\v11--1---·---, 6 12· Ml . I . I -i n~ 1 e~~~~-~-~~~s M1 filt~pt~I~_ ~1 j I ~I- LEGEND I. PLASTIC VALVE BOX WI LOCKING COVER 2. fN~GRADE 3. SCI-I 40 PVC MALE ADAPTOR 4. FLOW TO l2RIGA TION SYSTEMS 5. PEA GRAVEL 6' DEEP 6. ELECTRIC CONTROL VALVE 7. RAINBIRD 'SNAP-TITE' WIRE CONNECTORS 8. RED BRICK-4 REQ. 9. CONTROL AND COMMON WIRES IO. PRESSURE SUPPLY LNE 11. MAIN LINE FITTING W/ SCREWED OUTLET N.T.S. BRED. PRESSURE BACKFLOW PREVENTER N.T,S, C MASTER VAL VE N.T,S. D REMOTE CONTROL VAL VE N.T.S. N.r.s. F GA TE VAL VE 18" MAX. LEGEND I. ROLND VAL VE BOX 2. FNISl-l GRADE 3. GA TE VAL VE, LINE SIZE I 111I1~11:4- 111= ='~--16 4. PVC MALE ADAPTER-TYP. 5. RED BRICK-4 REQ_ 6. PRESSURE MAN..N: PIPE 7. PEA GRAVEL 6' DEEP 12' TYPICAL LEGEND• I. 14' X 19' RECT ANGLLAR VAL VE BOX. 2. 10' DIAlvETER ROUND VALVE BOX FOR• GATE VALVES, BALL VALVES, AND QUCK COLPLNG VALVES 3. EDGE OF LAWN, WALK, FENCE, CURB, ETC. i',QTES> I. CENTER VALVE BOX OVl:I< REMOTE CONTROL VALVE TO FACLITATE SERI/ICNG VALVE:. 2, SET BOXES I" ABOVE FINISl-l GRADE OR MULCl-l COVER N GROLND COVER/Sl-lRUB AREA AND FLUSl-l WITl-l FN~ GRADEN TIURF AREA, 3, SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER/~ AREA Wl-lERE POSSIBLE. 1\16TALL 11\1 LAWN ONLY IF GROUND COVERDOES NOT EXIST ADJACENT TO LAWN. 4. SET BOXES PARALLEL TO EACl-l OTl-lER AND PERPENDICULAR TO EDGE OF LAWN, WALK, FENCE, CL.RB, ETC, 5. AVOID 1-lEAVILY COMPACTING SOL AROLN:J VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VAL VE BOX SIDES. 6. NSTALL EXTENSION BY VALVE BOX MANJ"ACTURER AS REOUl<ED TO COMPLETELY ENCLOSE ASSEMBLY FOR EASY ACCESS. RECT ANGU.AR PLASTIC VAL VE BOX WITl-l BOLT DOWN LO. ONE VALVE PER BOX -NO EXCEPTIONS, NSTALL BOX AS SI-IOWN N sex INSTALLATION DETAIL, TOP DllvENSION• I 314" IT 02' DEEP> SEAL CUT-OUTS WIPOL YURETHAt-.e FOAM SCl-l!!DUUE 80 PVC TH'2EADED F'ITTINGS <AS RECllJl<EDJ ·•=Ill", - '" 10' LE:NGTl-l r SIZE: ROUT!' OR 81:1AI\O l!!ACl-l VALVE NO. MO LIDS TO P'LOW Ml!!Tl!!l:i WA T!'RPROOI" SPLICI!! P'LOW S~OR UNT SCI-I 80 PVC NFPLe LE:NGTH 5'-r SIZE PEA GRAVEL -4' DEEP BELOW VAL~ (NO SOL IN VAL VE BOX) TO SA Ta.LITE ENCLOS I' PVC CONDUIT 2' 4' NOM RECYCLED PLASTIC LlJ\1BER l<EFER TO IR"'1GATION SPEC LOWER LATERAL LN': LOWER LATERAL LNE WITl-l SCI-I 80 PVC 45? ELBOWS WITl-l SCI-I 80 PVC 45? ELBOWS E'RONI VIEW N.T.S, G VAL VE BOX INSTALLATION N.T.S. ~ FLOW SENSOR N.T.S. ~ IVY IVY Landscape Architect, Inc. 434 West Cedar Street, Suite 200 San Diego CA 92101 (619) 235-5360 info @ ivyla.com DEPUTY CITY ENGINEER WILLIAM E. PLUMMER DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPART. OF EN\/lRONMENTAL HEAL TH DATE PLAN PREPARED: SEPTEMBER 17,2002 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE _______ _ DATE REVIEWED BY: INSPECTOR DATE I S~ET I CITY OF CARLSBAD l---+---+-------------------1----+---t-----t o PLANNING DEPARTMENT 1---+---+-------------------t----+---+----t DATE LANDSCAPE PLANS FOR, APPROVED .AVI.AR.A POINTE IRRIGATION DETAILS SUERGER SUBDIVISION ASSISTANT PL LLOYD B. HUBB'lt2•1'.•t1Z,-- ING DIRECTOR ___________ DATE _____ _ DATE INITIAL REVISION DESCRIPTION SHT. NO. DA TE INITIAL CITY APPROVAL D WN BY: ~J..,M"------ CH KD BY: ~1-<11,1~- RVWD BY: PROJECT NO. CT '3'3.10 DRAWING NO. DWG. 401-5L APPROVED BY: ENGINEER OF WORK l' -,I-ill j LEGe:ND I. POP-LP SPQAY eeADIPOP·LP !;IOTQ!l 2. ffilSH GRADE. 3. PVC sa-! 80 NPPLE-4" MN. LENGT'-1 4. PVC SCI-<. 80 NF'PLE-6" LONG. 5, LATERAL. L.N= PIP!: AND FITTING. ~----------<4 6. MAl2LEX 90 DEG. $Tl2EET ELL SEC:UON 7. PVC T T 90 CEG. E:LL. 8. WALK OR CUl<B, NOTE> I. USE TEFLON TAPE ON AUL MALE PPE THREADS. • U\IST AUL TOP OF SPRAY 1-<EAD r AWAY FROM CUi<B Oil WALK N TLW Al:'E'AS e 3" IN PL.ANTING BEDS. POP-UP SPRAY /POP-UP ROTOR STREET SURFACE 4 ' . • -i11 -Ill m m m_ ITT· ·111 111=11 '· ...:111-111- NOTE1 3'-6" RECLAIMED WATER---, IRRIGA TION MAINLINE ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PLl<PLE AND LABELED AS SPECIFIED IN1 "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS." "CARLSBAD RECLAIMA TION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS OCTOBER 1998." POT ABLE MAII\I.J\IE 12" MIN. VERTICAL SEPARATION REOUl<ED N POT ABLE MAINLINE CROSSING PAVl!\18 BASE MATERIAL EARTl-l SURFACE ,,-.L-,-----:-+--~1---,---, CONTROL W1RES ='-""_USE PVC EUEC SUEEVES LNDER PAVl!\18 SUEEVE -t::::_;_---,...,;._:;_J MAN LIM: D COI\OITION I MAINLINE e CONITROL WIRES U\[)ER VEHICULAR PA Vli\18 PAVI\IG BASE MATERIAL D CONDITION 3 EARTl-l SURFAce CONTROL WIRES c;i-i,c_USE PVC ELEC SLEEVES LNDER PAVl!\18 MAINLINE e CONTROL WIRES LNDER PEDESTRIAN PAVING FOR LATRLS PAVING SLEEVE ---1--.,,. BASE MATERIAL EARTl-l SLQFACE CONTROL WIRES -H1--U:SE PVC ELEC SLEEVES L..NDER PAVNG MAIN LNE ~---,.~~ D CONDITION 2 MAINLNE e CONTROL Wl<E:S Uf\OER DRIVEWAY PAVING E CONTROL Wl<ES TAPE TO MAIN LINE EVERY IO' MAN LINE CONDITION 4 MAINLINE e CONTROL Wl<ES WITHIN LANDSCAPE AREA ~· A I;! Q D I;; E LNDER PARKNG CONDITION I 30" 30" 30" 6" NIA NIA ROAD SURFACE CONDITION 2 24" 24" . SEE "LNDER CONDITION 3 18" 18" PAVING" LATERAL LINE CONDITION 4 NIA NIA CONDTION 4 NIA NIA CONDITION 4 LATERAL LNE WITHIN LANDSCAPE AREA PIPE INSTALLATION Cl.RB SOE:WALK 24" 24" 6" NIA NIA 18" 6" NIA NIA NIA 18" NIA NIA NIA r.z· NIA NIA METER BOX POTABLE SERVICE LN!: 12" MIN. N.T.S. / c -m "'' .a, ••= • ......, " ,,..., I~~ WAm> ~,-----------------7'1;~ MAINLINE WITH SUEEVE NOTE1 VERTICAL CUEAl<ANCE 01" 12" MINMUM IS MANDITORY WHEN CROSSNG PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER !.!RIGA TION MAN.N!: 24" FROM FACE OF SOEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLE'ARANCE FROM POT ABLE MAINLI\E IN THE STREET. POT ABLE SERVICE LINE CROSSING N.T.S. • IVY IVY Landscape Architect, Inc. 434 West Cedar Street, Suite 200 San Diego CA 92101 (619) 235-5360 info @ ivyla.com ~ f?===r--i===== r§> LEGEND I. STRIP WIRES APPROX. 5/8" FROM END 2. SLIP BASE SOCKET OVER END OF WIRES 3. APPLY SEALER TO OUTSIDE OF SEALING PLUG FILL CAVITY WITI-1 SEALER 4. PUT CRIIVP SLEEVE OVER WIRE ENDS 5. PULL BASE SOCKET OVER END AS FAR AS POSSBLE 6. PUSI-I SEALNG PLUG INTO BASE SOCKET 7. PUSI-I WIRES TO END OF BASE SOCKET 8. RAINBIRD SNAP-TITE WIRE CONNECTOR WIRE CONNECTIONS N.T.S. DA TE PLAN PREPARED: SEPTEMBER 17.2002 BY: IVY LANDSCAPE ARCHITECTS ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER DATE DEPUTY CITY ENGINEER WILLIAM E. PLUMMER DATE DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPART. OF ENVIRONMENTAL HEAL TH DATE DATE INITIAL APPROVED BY: ENGINEER OF WORK REVISION DESCRIPTION LEGEND I. A TMOSPl--l':QIC V ACUMN BREAKER 2. RED BRASS LNON LINE SIZE' $. RED BRASS ELL 4. RED BRASS r-.FPLE ITYPl WR AP ALL PIPE BELOW $OIL LN!'. ~-PVC MAINLJ\E PPE 6. PVC MAUE ADAPTER 7. MANUAL VALVE 8. PVC LATe!RAL PIP!!! 9. PVC ELL ST IO. GRADE l PLASTIC ROl..ND VAL VE BOX 12. GRAVEL 11 @) I r 6 ® 12 ! 6" J L ATMOSPHERIC V ACUMN BREAKER M MANUAL VALVE APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE TITLE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR N.T.S. N.T.S. DATE DATE I SH~ET I CITY OF CARLSBAD ~ 5 PLANNING DEPARTMENT LANDSCAPE FLANS FOl'it: AVIARA POINTE IRRIGATION DETAILS 6UERGER SU6DIVISION APPROVED -;t%!(J! LLOYD B. HUBB1J-o/-Ov- ASSISTANT PLANN1NG DIRECTOR DWN BY: I PROJECT NO. I DRAWING NO. SHT. DATE INITIAL CHKD BY: HM CT ~~.10 NO. CITY APPROVAL RVWD BY: DWG. 401-5L I II ~I II !1! loP. ru ru ru ...., OJ I I I } I bA; 1 I 347. o I / / / / / ol 1,--- 2 [> ,, -== r .... I 355, 5 I '-._., /: ~ $ :,,,i,. ' \ i'--/ '--.-.... I l µ \'' '/l I V V ,,------., I~ 6 '-/ I NOTE, I< NO PLANTING OVER 30" I-IEIGI-IT IN FRONT OF SIGI-IT LINE < 12 I 358. o I < ,,------., I I 11 I 365. ol ,_ ...... - I ... IVY Landscape Architect, Inc. 434 West Cedar Street, Suite 200 San Diego CA 92101 (619) 235-5360 IVY info @ ivyla.com I V ~ - \ ' .\ \ tb',11 I / I ( I I - Ip_ ( I / / ZONE~ ZONE A-2 ..,IL t-20' ·1 -40' -·1 I I I - -;__:: -. A -I I - I 7 I 376, 6 I I I J [> V l t1 J "-• 8 I I 372. 1 I I I I -, 9 I 0: I I ( I I I I I I I I I I I I I I l - I I I I I I I I \ -- DA TE PLAN PREPARED: SEPTEMBER 17.2002 BY: IVY LANDSCAPE ARCHITECTS ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 APPROVED ENGINEERING PLAN CHECKER DATE DEPUTY CITY ENGINEER WILLIAM E. PLUMMER DATE DISTRICT ENGINEER R.C,E. 28176 SAN DIEGO COUNTY DEPART. OF ENVIRONMENTAL HEAL TH DATE DATE INITIAL TREE LEGEND ~E eOTANICAL / COMMON NAME QTY. SIZE/SPACING COMMENTS 0 PODOCAJlltPUS GRACILIOR 1!5 24" eox FERN PINE 0 TJlltlSTANIA CONF'ERTA 2"1 1!5 GALLON eRISBANE BOX 0 PYRLJS CALLERY ANA 'BRADFORD' 17 1!5 GALLON BRADRORD PE:AR 0 CERCIS OCCIDENTALIS 32 1!5 GALLON WESTERN REDBUD . ... ., , . TU!ltl" SEED NOTE, ALL TJlltEES MUST ee PLANTED MIN. !!' OUTSIDE OF' Jllt.0.W. ZONE A-1 (20' REAR YARD LANDSCAPE SETBACK) I. PLANTl:O wrr1-1 GRQLt,JD COVER OR LOW GROWN; S~UB SPeCIES <LESS TI-IAN 3' N f-EIGI-IT> KNOWN TO I-IAVE FIRE RETARDANT QUALITIES. 2. NO TRE:ES OR SI-QU3S ALLOWE:D 3. IRl<IGA TE:D 4. Tl-I= MAN STRUCTu:IE SI-IALL NOT ENCROACI-I INTO TI-IIS SETBACK ANY FUTURE ACCE:SSORY STRLICTU2ES SUCI-I AS PA TIO COVE:RS, BALCONY DE:CKS, E:TC. PROPOSED N Tl-IE LANDSCAPE: SE:TBACK MLIST CONFORM TO Tl-IE: CLASS I IGNTION RE:SISTANT REOUREMENTS OF SECTIONS 504 AND 602 OF Tf-E U2BAN WLDLAND NTERFACE: CODE. ZONE A-2 (40' FIRE SUPPRESSION ZONE) ONLY I. PLANTEO wrrH LOW WATER USE NATU2ALIZNG PLANT SPECES KNOW'J TO 1-lAVE LOW FUE:L Cl-lARACTERISTICS. 2 NO TRE:E:S ALLOWED 3. IRl<IGA TE:D 0 l"l II • ~ w _J <( (.) (/) 30' 0 30' GRAPHIC SCALE APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE TITLE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR ~ CITY OF CARLSBAD 0 PLANNING DEPARTMENT TF<:EE AND TURF FLAN$ FO~, AVIARA POINTE BUERGER $U6DIVl$10N 60' DATE DATE rn 5 APPROVED ,, ,::,1111 LLOYD B. HUBBSIO:i-t?-- ASSISTANT I>( MINING DIRECTOR • OWN BY: , .. PROJECT NO. DATE INITIAL I I DRAWING NO. SHT, CHKD BY: f-M APPROVED BY: REVISION DESCRIPTION NO. RVWD BY: CT '3'3.10 ENGINEER OF WORK CITY APPROVAL DWG. 401-5L r. II 11 II f"\) f"\) f"\) - II :;; II ~: I I II 1---------l II II II II II oo II II I II + 1 2 347, 01 355. 5 4 367, 0 3 364. 0 + + + + + + 6 374. 0 NO PLANTING OVER 30" i-lEIGI-IT IN FR.ONT OF SIG+!T LINE \ 368. o I / ~ fw en C ;a _f"\) "'Tl + + + + + + + + () ;a OOEAN1eRl=ST1WE11UI= -~ ~ / / / Ol"E l"LANTI NG OPE f>LANTING STANDARDS ES REQUIRING EROSION CONTROL MEASURES SPECIFIED i-lEREIN Si-lALL ~\ ATED NITI-I ONE OR MORE OF Ti-IE FOLL.OHING PLANTING STANDARDS, A. STANDARD #I -COVER. CROP/JUTE MESI-I NO PLANTING OVER 30" i-lEIGI-IT1----' IN FRONT OF SIGI-IT LINE "' "' "' "' 12 358, 0 AREA OF APPLICATIO~PLANTINGr) SLOPES -id OR STEEPER--.AND, • 11 365. ol -I en -I ~r- m -I COVER CROP Si-lALL BE A SEED MIX TYPICAL.I.. Y MADE UP OF QUICK \ "' GERMINATING, AND FAST COVERING GRASSES, CLOVERS, AND/ OR. A. 3 FEET OR LESS IN'-1/ERTICAL i-lEIGri-lT AND ARE ADJACENT TO PUBLIC HAL.KS OR STR,_EETS REQUIRE AT MINIMUM STANDARD #I (COVER CROP AND JUTW) HILD FLOHER.S, SUBMIT Ti-IE SPECIFIC SEED MIX FOR. CITY APPROVAL PRIOR. TO APPLICATION. Ti-IE COVER. CR.OP Si-lALL BE APPLIED AT A RATE AND MANNER. SUFFICIENT TO PROVIDE q(J% COVER.AGE HITI-IIN Ti-llR.TY (30) DAYS. TYPE OF JUTE MESI-I Si-lALL l!!E APPROVED BY Ti-IE CITY AND STAKED TO Ti-IE SLOPE AS RECOMMENDED BY Ti-IE MANUFACTURER.. JUTE MESI-I Si-lALL BE REQUIRED Hi-lEN PLANTING OCCURS BETHEEN AUGUST 1!5 AND APR.IL 1!5. DUR.ING Ti-IE REMAINDER. OF Ti-IE YEAR, Ti-IE COVER CROP AND/OR JUTE MESI-I MAY BE USED. B. STANDARD #:2 -GROUND COVER. ONE i-lUNDR.ED (100%) PER.CENT OF Ti-IE AREA Si-lALL BE PLANTED HITI-I A GROUND COVER. KNOHN TO i-lAVE EXCELLENT SOIL BINDING Ci-lARACTER.ISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL. COVER.AGE HITI-IIN ONE YEAR). C. STANDARD #3 -LOH Si-lR.UBS LON SPREADING HOODY Si-lR.UBS (PLANTED Fl'.OM A MINIMUM OF 2 3/4 INCi-i LINERS) Si-lALL. COVER. A MINIMUM OF SEVENTY (70%) PERCENT OF Ti-IE SLOPE FACE ( AT MATURE SIZE). D. STANDAF!.D #4 -TREES AND/OR. LARGE Si-lR.UBS TREES AND/OR LARGE Si-lRUBS Si-lALL BE (PLANTED FROM A MINIMUM I GALLON CONTAINER) AT A MINIMUM RATE OF ONE (I) PLANT PER THO i-lUNDRED (200) SQUARE FEET. El. 4 FEET TO e, FEET IN VERTICAL i-lEIGI-IT REQUIRED STANDARDS #I, #2 AND #3 C. IN EXCESS OF e, FEET IN VERTICAL i-ll!IG+!T l'l!EQUIRI! STANDAl'l!D!> #I, #21 #3 AND #4. SPECIAL CONDITIONS Al'l!EAS GRADED FLATTER Ti-lAN id l'itEQUIRE STANDARD #I (COVEl'it CR.OP) Hi-lEN Ti-lEY i-lAVE ONE OR. MORE OF Ti-IE FOLLOHINGr CONDITIONS, A. Si-lEET GrR.ADED PADS NOT SCI-IEDULED FOR IMPROVEMENTS HITi-llN II> MONTI-IS OF COMPLETION OF R.OUGrf-1 GRADING. El. A POTENTIAL EROSION PROBLEM AS DETERMINED BY Ti-IE CITY C. IDENTIFIED BY Ti-IE CITY AS i-llGri-11.. Y VISIBLE AREAS TO Ti-IE PUBLIC OR. i-lAVE SPECIAL CONDITIONS Ti-lAT HAR.RANT IMMEDIATE TREATMENT. AREAS TO BE i-lYDR.OSEEDED Si-lAL.L FIR.ST BE DISKED OR ROTOTILL.ED TO PROVIDE A FRIABLE, LOOSE SEED BED. • IVY IVY Landscape Arch!te<,t, Inc. 434 West Cedar Street, Suite 200 San Diego CA 92101 (619) 235-5360 lnfo @ ivyla.com ZONE~ ZONEA-2 -t f20· -40'- I I I + + + + + + I + :: 7 + . / + + + • Jf - + • : I 376. 6 + • • - . I I; + + •• + - + + + I + - + + + -+ + I + 4 + + + -+ + I + + I + + + I + + 8 + I + + + 372, 1 I + I c+ + + + I t+ + + + -+ + + + + + I + + -+ + + + + + -+ + + + + -+ + I + + I 9 + + I 366. 91 + + I + + + + + + + + + + + + + + + + + + + + + + + + I I + + + + + + + + + I 10 I + • + + I • I 0 • + + b b + + I 0 • + I 362. 3 I + 0 + + I • + I + 0 + + + + + + + + + + + + + + + I I I / / I I I --( I I ( I I I I DA TE PLAN PREPARED: SEPTEMBER 17,2002 BY: IVY LANDSCAPE ARCHITECTS CI) 0 :llli1: • 5~RUB AND GROUNDCOVER LEGEND Ri-lAPi-1I01..EPIS INDICA 'MAJESTIC BEAUTY' N.C.N. GrREVILL!:A 'NOELL.II' PROTEACEACE 1'.i-lAPi-1I01..EPIS INDICA 'BALLERINA' N.C.N. Pf-lOTINIA FRASERI Pi-lOTINIA BOUGAINVILLEA BRASILIENSIS BOUGAINVILLEA FICUS REPENS CREEPING, FIG I GAL. GAL. I GAL. GAL. I GAL. ESPALIER 411 1!5'-0" O.C. I GAL. SINGLE STAK!: 411 10'-0" GROUNDCOVER ~SEASONAL ~~~ COLOR ~=~ 11/",/4"',U.,,@l R.OSMARINUS OFFICINALIS 'LOCKHOOD DE FOR.EST' l,JP",U,U.,dl ROSEMARY ~~~ ~ • • +' + 'j MYOPORUM 'PACIFICUM' • + + MYOPORUM • • + 4" POTS 411 e" O.C. FLATS 0 1e" o.c. FLATS 0 1e" o.c. ZONE A-1 (20' REAR YARD LANDSCAPE SETBACK) I. PLANTED WITi-1 GROUND COVER OR LOW GROWING SHRLB Sf'f:CIES <LESS THAN 3' IN ~IGHT> KNOWN TO HAVE Fl<E RETARDANT OUALITl=S. 2. NO Tl<EES OR 61-1<1.JBS ALLOWED 3. IR!<IGA TED 4, n-e MAN STRUCTI..JRE Si-lALL NOT B\CROACi-1 NTO Tl-IS SETBACK ANY FUTI.RE ACCESSORY STRUCTURES SUCH AS PATIO COVERS, BALCONY DECKS, ETC. PROPOSED IN THE LAN::>SCAPE SETBACK MUST CON=ORM TO Ti-IE CLASS I IG~TION RESISTANT REOUl<EMENTS OF SECTIONS 504 ANO 602 OF Ti-IE URBAN WILOLAND NTERFACE cooe . ZONE A-2 (40' FIRE SUPPRESSION ZONE) I. PLANTED WITi-1 LOW WATER USE NATURALIZING PLANT SPECE!S KNOWN TO HA VE LOW Fl.EL CHARACTERISTICS. 2. NO TREES ALLOWED 3. !<RIGA TED 30' 0 0 t-') II ' ~ w _J <( (.) /Ji 30' GRAPHIC SCALE APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE TITLE ---··---- 60' ' DATE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED LOCATION OF PLANTING AREAS. REVIEWED BY: ENGINEERING PLAN CHECKER DATE INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS DEPUTY CITY ENGINEER 15 I PLANNING DEPARTMENT S!-lRU13 AND GROUNDCOVER FLANS FOR, WILLIAM E. PLUMMER DATE AVIARA POINTE DISTRICT ENGINEER R.C.E. 28176 6UERGER SUBDIVISION SAN DIEGO COUNTY DEPART. OF APPROVED 4if!il LLOYD B. HUBBS/.O·i-m----~ ENVIRONMENTAL HEAL TH ASSISTANT'w"'ANNING DIRECTOR OWN BY: I PROJECT NO. I DRAWING NO. DATE DATE INITIAL SHT. DATE INITIAL CHKD BY: f-lM APPROVED BY: REVISION DESCRIPTION NO. RVWD BY: CT '3'3.10 ENGINEER OF WORK CITY APPROVAL DWG. 401-51_ PLANTING NOTES REFER TO PLANTING SPECIFICATIONS AI\O DE'TALS FOR SOIL PRE'PARATION, FERTILIZATION, MULCHNG AND OTHER PLANTING NFORMA TION, NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE 48 HOLI<S PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULE'S. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AI\O ELEV A TIONS SE'FORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FlaD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWI\JGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINJA TION OF Tl-IS WORK ASSUME FULL RESPONSIBIUTY FOR ALL i'ECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT 1\1 CONJUNCTION WITH DAMAGED UTILITIES. LOCATION OF N.I.C, CONSTRUCTION ELEMENTS SUICH AS LIGl-ffS, SIGNS, VENTS HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATE'LY SHOULD THE LOCATION OF THESE ITEMS INTEl<FERE WITH THE PROPER EXECUTION OF WORK. OST AIN ALL SOIL FOR LANDSCAPE PLANTNG AREAS OR BERMS FROM ON-SITE EXCAVATIONS, SHOULD IMPOl<T SOL BE NECESSARY, SUBMIT IMPORT SOL TESTNG RESULTS FOR APPROVAL PRIOR TO IMPOl<TATION. SOIL SHALL BE SANDY LOAM CONTANNG NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY NHIBIT OR RETARD NORMAL PLANT Gi<OWTH, AFTER ROUGH GRADE HAVE BEEN ESTABLISHED N PLANTNG AREAS, HAVE: SOIL SAMPLE:S TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION , SOIL TEST SHALL BE PERIFOl<MED BY A SOL TESTING LABORATOl<Y (PRE-APPROVED BY T~CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING• c.' A. ORGANIC MATTER CONTENT B. N.P.K. C. PH D. SOL TEXTURE <SILT, CLAY, SAND> F, RECOMMENDATIONS F'OR AMENDMENTS, LEACHNG, AND MAINTENANCE F'ERTLIZATIONS, THE RESULT AND RECOMMENDATIONS OF THE SOL TESTING LABORATORY SHALL BE SUBMITTED TO AI\O APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS F'OR AMENDMENTS AND BACK F'II..L SHALL BE NCORPORA TED INTO THE LANDSCAPE PLANS PRIOR TO THE ST ART OF CONSTRUCTION AND SHALL BECOME PART OF' THE APPROVED PLANS. PRODUCTS SPECFIED BY PRODUCT NAME BY THE SOIL LAB. 1\1 THE RECOMMEt\OA TIONS MAY BE SUBSTITUTED WITH "OR EQUAL" PRODUCTS APPROVED BY THE CITY. KILL AND REMOVE: ALL EXISTING WEE'DS FROM SITE ARE:AS PER SPECIFICATIONS. ASSURE POSITIVE DRANAGE IN ALL PLANTING AREAS, 2t MINIMUM. OBTAIN COPY OF' LATEST CIVL E'NGINEER'S PARKING STRPING PLAN. ALIGN TREE:S WITH PARKI\JG STRPES IN PARKING LOTS AS SHOWN. LOCATE AND TAG ALL PLANT MATERIAL MA TE:RIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO l<EVIEW AND APPROVAL Pl<IOR TO NSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF' EACH TAGGED BLOCK TO LANDSCAPE Al<CHITECT lvlNIMUM 21 DAYS BEF'ORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PLI<POSES. LANDSCAPE ARCHITECT MAY OPT TO l<EVIEW MA TEl<IAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHFUL APPEARANCE OR NON CONFORMANCE WITH SPECIF'ICA TIONS EVEN IF PREVIOUSLY l<EVIEWED BY THE LANDSCAPE ARCI-ITECT OR OWNER. ALL TREES WITHN A SPECIES SHALL HAVE MATCHING FOl<M. FNAL LOCATION OF' ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHOl<IZED REPl<ESENT A TIVE. PLANTNG QUANTITES ARE' GIVEN FOi< CONVENIENCE' ONLY. PLANT SYMBOLS AND SPECFIED SPACING SHALL TAKE Pl<ECEDENCE, AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/01< GROUND COVER SHALL BE LOCATED NO FARTHEI< FROM THE EDGE THAN ONE-HALF THE SPECIF'IED ON-CENTEI< SPACING, INSTALL GROUND COVER AND/01< SHRUB MASSES WITH TRIANGULAI< SPACING UNLESS OTHERWISE INDICATED. PROVOE FERTILIZE.? TABLETS FOR EAQ.j CONT AINEI< GROWN PLANT I GALLON AND LARGE.? PER SPECFICA TIONS, FOR ALL TREES WITHIN 5'-0" OF PAVING, INSTALL ROOT BARREi< ALONG PAVING EDGE BY DEEP ROOT CORPOl<ATION (800) 458-7668. ALL CLRVE TO CUl<VE AND CLRVE TO TANGENT LINE:S SHALL BE NEAT, TRIM, SMOOTH AND lJ'JFORM. l<EMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMME:DIA TEL Y AF'TEI< INST ALLA TICN UPON PROVIDING SUPPOl<T PEI< PLAN. LIST ON THE PLANT MATERIAL GUARANTE:E ALL EXISTING TRIEES THAT HAVE HAD WOl<K PERFORMED WITHIN 6' OF TRUNK. DURING THE LENGTH OF THE GUAl<ANTE:E PERIOD BE RESPONSIBLE F'OR PROPER STAKING AND/01< GUYING OF TREES TO ENSURE ST ABILITY. MLJLQ.j AL.L. LANDSCAPE AREAS <EXCLUDING TUl<F) HAVING LESS THAN A 3,1 SLOPE WITH A 3" DEEP LA YER OF 'MEDIUM GRIND MULCH' AT THE CONCLUSION OF PLANTNG OPERATIONS, SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BUL.K DELIVEl<Y TO JOB SITE. ~ IVY NY Landscape Architect, Inc. 434 West Cedar Street, Suite 200 San Diego CA 92101 (619) 235-5360 Info @ ivyla.com 1 2 - D PREVAILING WN) LEGEND I, CENTER TREE IN BASIN. SET CROWN I" ABOVE GRADE 2. BASIN. MULCI-! PER SPECIFICATIONS 3. 2" OR 2'X2" ST AKES PER SPECFICA TIONS 4. TREE TIES PER SPEOFICAITONS 5. TEMPORARY3'BERM 6. PLANT TABLETS PER SPECFICA TIONS 7. BACKFLL PER SPECIFICATIONS 8. l..NAMENDED NATIVE SOL BACKFLL Fl:IMED TO SUPPORT PLANT 9, ROOTBALL IO. SCARIFY EDGES OF PLANT PIT I. ARBOR-GARD TRLN< PROTECTOR FOR USE IN TURF AREA. I\IOTES A. REMOVE ST AKE WHCH COI.IES WITI-! PLANT FROM NURSERY B. PLACE PARALLEL TO cu:!B OR WALK Wl-!ERE POSSBLE c. ON aoPES PLACE STAKES ON EIT!-ER SIDE OF TRLIN< AT SAME aEVATK)N D. N FLAT AREAS, PLACE STAKES ON EITI-ER SOE OF TRUNK PARALLa TO PREVAILl'JG WNDS . , C;::::J I 17 )< ., V 7 , C TREE PLANTING DETAIL / I b I <I. ~ >--- "' N / I / !!1'-0" CQ AS,__....., -- I 0 -::., oe~ \ . " <\ .. ) 0 "" " jX ' 0 ' ~ Ll!!GEN:J• L At-Cl-02 NTO WALL• SCI<~ !YI! l"QR WOOD EXPAr-.t)AaE ANO-OR N MASOI\RY 2. 13 GAUGE GALVNZED WIRE. NLMl3l51 AS "1ECllRED TO COVEl:2 WALL 3. FLEXl3LE TE. TAPE SECLJ:11\lG VI\E TO W1<E. 4.P'NSl-lSRF'ACE NOTE1 WhEN PLANTING SEVERAL VN:S ON or-E WALL, VIRE TRELLIS SJ.IALL BE CONTINUOUS , _<;) 0 <:, :, \·e4 2 O· <:;, 0 - 3 D VINE PLANTING DETAIL DATE PLAN PREPARED: SEPTEMBER 17.2002 BY: IVY LANDSCAPE ARCHITECTS ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER DATE EDGE OF PLANTNG AREA \/ \/ \/ \/ \/ \/ ---•----•----•----•----•----•--\/\/\/\/\/\/\ -•----•----•----•----•----• ----• 1\/\/\/\/\/\/ ---•----•----•----•----•----•--/\ /\ /\ /\ /\ /\ rouAL . NOTE, A. ALL SHl<LBS/Gl<OUNJCOVER SHALL BE PLANTE'D AT EQUAL SPACING CTRIANGU.ARJ UNLE:SS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACNG RE:QUl:IEME:NTS. A GROUNDCOVER/SHRUB SPACING DETAIL . --·;, ~ ~ ~ - -(.. , LEGEND• I. Cl<OWN OF PLANT TO BE PLANTED 1/2"-r ABOVE FINISH GRADE 2 BASN 3. PLANT TABLETS PEI< SPE:CFICA TIONS 4. TEMPORARY EARTH BEl<M 5, BACKF'LL MIX PER SPECIFICATIONS 6. NA TI\/E SOIL NOTE:S• A. F'OR REQUReD PLANTING METHODS REF'ER TO SPECIFICATIONS <NOTE SPECIAL TREATMENT) B. FOR SLOPE PLANTING SHAPE, SHAPE UPeLL SIDE OF PLANT PIT F'OR SMOOTH, CONTNUOUS TRANSITION TO FINISH GRADE <2•1 MAX) B SHRUB PLANTING DETAIL I 2 4 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE "AS BUILT" LOCATION OF PLANTING AREAS. TITLE _______ _ REVIEWED BY: INSPECTOR DATE DATE DEPUTY CITY ENGINEER t----+--t-------------+--t--+-----t fSHEET12 CITY OF CARLSBAD ~5 ~LQ_j==~===PL:::A:::N::N:::IN:::G:::::::::D:::E:::PA:::R:::TM:::::::E:::N=T===='...':~==~ LANDSCAPE FLAN$ FOR: WILLIAM E. PLUMMER DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPART OF ENVIRONMENTAL HEAL TH DATE ___________ DATE _____ _ APPROVED BY: DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION SHT. NO. DA TE INITIAL CITY APPROVAL AVIARA POINTE PLANTING, DETAILS 6UERGER $U6DIVl$ION APPROVED ~df! LLOYD B. HUBBS:1-1-i:1-i--- ASSISTANT J:>ial"NNING DIRECTOR ' D WN BY: ~-.u,IM"--- CHK D BY: ~H=M~- RVWD BY: PROJECT NO. CT '3'3.10 I DRAWING NO. DWG. 40I-5L I 01000 A. I . B. C. D. E. GENERAL REQUIREMENTS Contractor~ Dut1ee1 Except ae specltloolly noted , provide ond pay fori a. 2. 3. 4. 5. 6. Lt5"'.°'' ""'fc~i1s ;"1 c"&\~flon eauipment and mochlnerv . cd . ater ,1 h13ot , and utlli(les required Tor construction . . ther acilities and services n13cess<7y for proper execuTion and compleTIon oT WorK . Pay legally required sales , consumer , and use taxes . Secure and pay for , as neoe.ssary for proper execution and completion of Work ood as applicable at time of receipt of bids• a. f:>ermits. b . G[_overnment fees . c. Icenses. Give recuired notices , Comply with codes . ordinances • rules , regulations . orders and other legal requirements of public authorities which bear on pertQrmance of WorK . Nothing in these Drawings or ::;pecifications is to be construed ta permit work not conforming to these codes . ProrOPtiy submit writtw notice to Landscape Architect ot observed variance of conrract D.ocurnen s Tram leool reCJJlrements . In the eY.en that no notice tis provided I con1trac or shall . aS'sume respons1b1iity tor any work performed -hat 1s con rary o such requirements . Contract Limits These documents._ are stated . I he uwner not Intended to set limits between trades unless soeclticaliy so wi I aeterm,ne what work will be done and by whom . Verification• The Owner and the Contractors shall visit md Inspect the site a.d familiarize themselves with site conditions , and studY these documents fully before agreeing to wor.ii.1 OD theh P1 reject . Th1eir agreement to work on the lob constitutes ven ,cation 11 a have so s udIed the s,te and the documents . Documents• I . The ~rawlnos ore necessaril¥, schematic me\ do nat pulJ)ort to show compete ruat1ons h J he ,'n.rawi?as , Specifications , arid Addenaa are 9~P f2.!1~ng~Y: S~e'is1ficiiti6Rs ?d an~ R~d8~da ,smu~f g8/!5Js tg~ 9&i~~er . 2 . Do not scale from the Drawings . Errors , I , Omissions , Discrepancies , or Adverse Conditions• Wheit· errors , omissions or dls,;;repan_cies in .the documents , con , ions._ become apparent , ImmedIateIy bring tflem to tne of e uwner. or adverse iOb attention 2 . The Contractor shall immediately . and in writing • bring to the attention of the Landscape Architect any adverse Job or site conditions or any errors . omissions , OL discrepancies in the documents or other landscape arc_hitectural ,,_ervices . Thos<:, not so reported remain the responsibility of the Contractor . I he Landscape Architect is not necessarily responsible tor those that are reported. F. Chmges• The Owner shall notify the Landscape Architect of changes in the job and pay an extra tee tor the Landscape Architect's analysis of the changes md/or for changing the documents . G . Marufacturer's Directions• Follow morufacturer's Printed dlritions and . d[ailed drawings ·1n all cases where the manuTacturehr ob ort,icles use in . the YVor furnishes dlract ons covering points no! shown In 11 e rowings or ascribed ,n t opec1tlcdtIons . 1-1 • Substitutions• Materials not shown or specified herein shall be as specified by the Owner . Substitutions must be verified In writing by the Owner and approved by City Inspector . I . Materials and the Work• I . Store materials to prevent vandalism or deterioration and as directed by the Owner. 2 . Protect materials before , during , and after Installation . J . Cleaning• Each contractor shall clean his work , adjacent work aftected by his actions , and his work area as directed and to the satisfaction of the Owner . 02200 EARTl-lWORK In addition to these documents, corrply with civil and/or structural engineering documents • including the soils report , as directed by the Owner . A. Dust• B. 02441 A. Moisten surfaces to control dust to Owners satisfaction . Finish I . 2. Grading• Tolerances• 0. I foot of the indicated grade . Make finish grade smooth , uniform , and free of depressions to insure surface drainage . abrupt grade Changes and 3. Slope arades awav from buildings at I •4 8 ( 2 i l minimum slope tor at least fivEl fe<'lt --from buildings . LANDSCAPE IRRIGATION SYSTEM Exploination of Drawings• Due to the scale of the Drawings . It Is not possble to_ Indicate all offsets , fittings . sleeves and other comoonents w~Ich may be required . Carefully invastioate tne structural and finish conditions affecting the work and plan work accordingly . i-urnish such fittings and components as may be required to meet such conditions . Drawings are generally dlagramatic and indicative of the work to be Installed . Install the work in such a manner as to avoid conflicts between irrigation systems plantino , and architectural features . Equipment shown in paved areas is tor design clari!icat1on only . Install such equipment within planted area whenever possible . Do not willtully install irrigation system as shown on the Drawings when it is obvious in the field that unknown oDstructions . grade differences or dlsrepancles In the area dimensions exist that might not have been considered in engineering . B, Record and As-Built Drawings• Provide owner with a reproducible set of "As-Built Drawings" C . Guarantee• D. Guarantee the landacape Irrigation system tor a period of one statement of g..1arantee to Include , at a minimum year. Provide a written I . 2. 3. lrrioatlon system furnished and Installed Is free from defects In materials md Workmanship . Qnd the work hos been completed In accordance with the Drawings and ::;pacifications , Urdlnary wear and tear and unusual abuse , or neglect excepted , Agree to repair or replace any defects In material or workmanship which may develop during the period of one year from the date of acceptance and also to repair or replace any damage resulting fJ:pm the repairing or replacing of such defects at no additional cost to the uwner . Make such repairs or reolacement within a reasonable time after receipt of written notice from the _ Dwner . If unable to make such repairs or replacement within said reasonable time , authorize 1he Owner to proceed to have said repairs or replacements made at the Contractor's expense . Contractor to pay the cost and charges therefore uopn demand . Use all means necessary to protect irrigation system materials before , durir>Q and ofter installation md protect ·the lnstalieti work and materials of ail other trades . In the event ot damage t, Immediately make all re09irs and replace_.rnents necessary , to the approval of th~ wner and at no additional cost to the Uwner . E . Minimum Requirements For Piping and Fittings• I . I-lard drawn copper Type K• ANSI 8-2 6 . I AND ASTM B 88. 2 . Wrought copper or bronze solder fittings. ANSI 8-I 6 . 2 2 . Solder 50/50 tin/lead. 3 . PVC constant pressure main line piping 2 inches and larger> , solvent weld joint , PVC class 3 I 5 . K. L. F. 4 . PVC constant pressure main line piping I -I / 2 inches and smaller> Solvent weld joint , Schedule 40 . 5 . PVC intermittent pressure lateral line piping• Solvent weld joint , PVC Class 2 00 , Schedule 40 where indicated . 6 . PVC fittings• PVC schedule 40 solvent weld and factory manufactured . 7 , PVC constant pressure main line J)iplng 2 Inches and larger• Rubber-ring Joint , PVC class I 6 0, solvent weld Joint , PVC class 3 I 5 . 8 . PVC constant pressure main line piping I -I / 2 inches and smaller> Solvent weld joint , Schedule 40 where indicated . 9 . PVC Intermittent pressure lateral line piping• Solvent weld Joint , PVC Class 2 00 , Schedule 40 where indicated . I O . PVC fittings• PVC schedule 40 solvent weld and factory manufactured , or Schedule 40 with rubber-ring Joint . PVC piping• I . Install PVC Plastic pipe and fittings below grade . 2 . PVC pipe• I\FS-q:,proved Type I , Grade I compound conforming to ASTM D I 784. 3 . PVC Schedule 4 0 and Schedule 80 pipe• ASTM D I 7 8 5 and ASTM D 2 4 6 6 . 4. PVC Class I 60, Class 200, and Class 3 I 5 solvent weld and Ring-Tite pipe• ASTM D 2 2 4 I . 5 . PVC Solvent cement• ASTM D 2 5 6 4 . 6 . URV-PVC where called for . on grade pipe shall be UVR -PVC pipe anchored o I O foot intervals , install as per manufacturer's recomendations . G. Gate Valves and Valve Boxes• I . Use gate valves of the same size as the pipe lines In which they are installed . 2 . For .sJzes 2 Inches and smaller• I 50 pound satruated steam rated, brass bo<:ly -AoTI\I! t::l 6 2, screw joints, non-rising stem, screwed bonnet, solid alsc, malleable iron tee· handle or handwheel . 3 . For size~ 2 -I / 2 Inches_ and laraer< 2 00 pound O . W . G . , Iron body -AoTM A 7 2 6 Cass t::l, flanged Jolnfs, non-rising stern, bolted bonnet, double disc type, equipped with square operating nut . 4 . Provide two operating keys for valves buried I 8 inches or deeper . 5 . Valve Boxes• Lock lld type , 1ustable 8 Inches I . D . concrete sleeve with cast Iron lid in paved Qfei;:is . l0otic will'\, bolt down lid in planted areas . All shall be marked with "Pi<V , • Ve" , or GV" respectively . with control station numbers for control valves stenciled In white on the valve cover . 1-1 . Backfiow Prevention• I . Use type as Indicated on the Drawings , 2 . Ali piping between point of connection and Cbockflow prevention unit to be of material as required by local code and/or aunty 1-lealth Uepartment . I . Check Valves• An1/-<i'aln valves shall be of heavy duty virgin PVC or brass construction with F . . P . thread inlet qod outlet . Internal J?drts shall be field adjusted against drainout from 5 to 4U feet of head . 1 he anti-drain valve , where Indicated on plans , shall hove an excess flow .feature which will automatically sto9-the flow of water when 11 exceeds the G . F-' • M . preset by the manufacturer . he anti-drain valve shall automatically reset itself when the water pres].ur.e ,ii, reUeved . Anti-drain and excess flow valve shall be similar to the Valcon AUV-Xo. Ralnblrd SM-I , or approved equal . J . Control Wiring I Use direct burial copper wire AWG-U. F. 600 volt for connections between the automatic controller and the electric control valves . No wire size less thm ., I 4 . Use black color wire for pilot , white for common . 2 I 20 volt wire shall be per local code as to type and qucllty . 3 . Install wiring along same route as pressure supply or 4 . Where more thm one wire is placed in a trench . foot intervals . lateral lines wherever possible . tape wiring together at ten 5 . Provide an expansion curl within three feet of each wire connection . 6 . Make splices with Scotch-Lok ,. 3 5 7 7 Connector Sealing Packs or Pen-Tile wire connectors , Use one splice per connector sealing pack . Field splices will not be permitted , Sprinkler I-leads• I . Use sprinkler heas of the same size , type . and some rate of precipitaion with the diameter (or radius) of throw . pressure, and discharge as shown on the Drawings . 2. 3. Ali sprinkler heads of the same type to be of the same manufacturer . Install In the riser nipple of each impact sprinkler one line sized VAL COM ., ADV Anti-Drain Valve . Water Supply• I . System design Is based on minimum operating pressure shewn at each point of connecti1on . Maximum GPM demand specified . Verify all pressure on site prior to construe I0n . M. Electrical Supply• N. 4. I . I 20 volt electrical power outlet for automatic controller to be provided by others. Make required electrfcal connection of automatic controller to outlet . Installation• I Prior to all work of this section , carefully inspect the installed work at ail other trades and verify that ail such work Is complete to the point where this installat,on may properly commence . 2 Verify that the Irrigation system wlll be Installed In strict accordance with all pertinent codes ana regulations , the orlginlal design , the referenced standards , and the manufacturer's recommendations . 3 . Verify oil field conditions including property lines , riqhts at way , tract boundaries , easemI e1Qts , ond any other lega, or physical elemeni as required for the successful comp e I0n oT · !he pro1ecf . Trenching. a . Provide a minimum of eig:;teen inches cover for all pressure supply lines . b . Provide a minimum of twelve inches cover for oil Intermittent pressure lateral lines. C. d. e. Provide a minlrn,m of eighteen Inches cover tor oil control wiring . Do not backfill trenches until all required tests are performed . Carefully backfill trenches with OQPr0V8D material . Unsuitable material , includino clods and rocks over ·1. I/ 2" In size. shall be removed from from me premises and disposed of legally . at no cost to the Owner . ... IVY IVY Landscape Architect, Inc. 434 West Cedar Street, Suite 200 San Diego CA 92101 (619) 235-5360 info @ ivyla.com DEPUTY CITY ENGINEER WILLIAM E. PLUMMER DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPART. OF ENVIRONMENTAL HEAL TH 0. 5. Trenching and Backfill Under Paving, a . All pipe under paved areas to be PVC Schedule 4 0 Installed prior to paving . b . In acdltlon t to. control wlrIe sleeves shown Ion the Drawings , Install wire sleeving 01 sumc,en size unaer a 1· paved areas pr or fa paving . C, d. e. t . Backfill trenches with six inches of sand below pipe and three Inches above pipe and compact in layers to 9 5 i relative compaction . Pressure test all piping under paving prior to pavlna work . Piping recurred under exlstino pavement shall be insfalled by jacking . boring • or hyqraulic driving except !hot no hydauiic driving will be permitted under asphait,c concrete pavement . Where cutting or breaking of existing pavement Is necessary , secure permission from the Owner before cutting or breaking the pavement and then make oil necessary repairs md replacen"\ents to the approval of the Owner and at no additional cost to the Owner . 6 . In addition to control wire sleeves shown on the Drawings , sufficient size under ail paved areas prior to paving . lnstcil wire sleeves of 7. 8. 9. Electric Control Valves• a . Install valves as shown on detail drawings . When grouped together , allow at least twelve inches ( I 2 ") between valves . minimum six inches ( 6 ) trom b. c. any walk or structure . Install each valve in a separate valve box , Valve boxes installed near wolkst, curb1s 'th headerboards , or paved areas shall abut and set flush with the ops o ese surfaces . Quick coupiir>Q valves shall be set approximately twelve inches ( I 2") from walks, curbs • headerboards . or paved areas . where q:,plicable . Flush Irrigation system piping prior to Installation of sprinkler heads . Install the sprinkler heads as designated on the Drawings . Do not exceed maximum spacing of heads indicated on Drawings and in no case exceed the maximum recommended by the manufacturer . Field Quality Control I 2. 3. Flush and adjust ail sprinkler heads for optimum performance GDd to prevent overspray onto walks , roadways , and buildings as much as possible . ::;elect the best deg-ee ot arc to fit existing site conditions . Set all Dsorinkler heads perpendicular to finished grades unless otherwise designated on the rowings . T estlng of Irrigation System a . Before testing . 1111 the line with water tor a period of at least (4) hours . b . Perform a coverage test In the presence of the Landscape Architect to if the water coverage for planting areas Is complete and adequate . C. d. e. f. g, Test all pressure lines under h'L.drostatic pressure of I 50 pounds per square Inch , and prove watertight . :::iustain pressure In lines for not less than four (4) hours. if leaks develop, replace joints and repeat test until entire system is proven watertight . Pressure test oil piping under paved areas under hydrostatic pressure of I 5 0 pounds per square inch . and prove watertight , prior to paving . AAII hhvdrostatloC.tests shalj be made only In the bresen1ce of the Landscape re irect or Itv Insoec or , must approve oressure I es ttsJ . uo not place backtlli until tEists have oeen approved . Ali tests must be approved by city inspector . Furnish necessary force pump md all other test equipment . Upon completion of each phase of work , test and adiust entire system to meet site requirements . 4. The entire sprinkler Irrigation system shall be under full automatic operation tar a period period of seven ( 7 l days prior to planting , The Landscq:,e Architect reserves the right to waive or shorten the operation period . P . Conduit Sealant 02950 A. B. C. D. a . Non-hardinlng , putty rubber composite , thumb grade sealer Prestoseal (Sealers Inc. model ,. I 003 sealer) LANDSCAPE PLANTING Soil Suitability and Fertility Analyses Report• In addition to these documents . comply with the recommendations of the Soll Suitability and Fertility Analyses Report , as to comply with city manual . 2 . Where no soils report is available , obtain an agronometric soil test after Mills Inc. , San Diego, CA (6 I 9) 2 63-6 I 8 I at the Owners expense. Send copy of the soils report and recommendations to the City Loodscape Inspector and the Landscape Architect . Report shal I comply with the City manual and include specific recommendations tor• a . Soll amendment , fertilizer and chemical conditioner application rates b. c. d. Quality Assurance• for soil preparation . Plant pit backfill mix . Auger hole requirements (where applicable) . Post-planting maintenance fertilization . I , Furnish plant materials certified by State or Federal De09rtnnent of Agriculture to be tree from hazardous insects or apparent disease . 2 . Furnish plant materials inspected by Landscape Architect at the growing and tagged or otherwise approved tor delivery . Inspection at growing does not preclude right of rejection at construction site . Submittals• site site I • Submit delivery slips tor materials to Owner to verlt~ soil amendments , fertilizers , mulch or any other bulk SbeolfiE,d quantities of aehvenes . 2 . Seed mlxture•I1 Furnish dealer's guarantee statement of composition , m1xfure • pur y and germ,naTlon . Product Delivery . Storage and 1-landling• I . Deliver fertilizer to s1·1e rcln oriolnalI unooened containers heorlna manuracturers touar1an ee cnemIca anaIysIs, name, traoomarR and conrormance o s ate aw . Deliver plant material with legible identification labels . 2. 3. Protect plmt material. durlna delivery and while on site to prevent damage to roof ball or dessication oi leaves , 4. 5. Maintain and protect plant material not to be planted within four hours of delivery. Remove unacceptable plant material from job site Immediately . DATE PLAN PREPARED: SEPTEMBER 17 2002 BY: IVY LANDSCAPE ARCHITECTS -----'-'-'---'====.,__.,"---''-"-'"'-'-"-'-"""-'-"---- II AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE TITLE -------- ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER DATE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR ~ CITY OF CARLSBAD DATE DATE l----f----+-------------------4---1----lf----1 ~ PLANNING DEPARTMENT :::=:::::::::::::...'::::=====================:::::...'::::= LANDSCAPE PLAN5 FOR, ~ DATE AVIARA POINTE BUERGER 5U6DIVl510N APPROVED / f;;,1/ LLOYD B. HUBBjt7-f.-t" z_.... ASSISTANT i!fl A-i::iNING DIRECTOR _____________ DATE ________ l----'-D_A~TE=------'--'-IN~•~Tl~AL~ REVISION DESCRIPTION SHT. NO. DA TE INITIAL CITY APPROVAL DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: _._,HM=-----CT aa 1/71 DWG. 40l-5L APPROVED BY: ENGINEER OF WORK L>:Ro.'V'-".W!!,D>_,:>B_<_Y'-: ===..I ._--'=--'---=-;;J=;:.J.-'-\v'=-_ __, ' ' ' I ' I E. F. G. 1--1 ' I. J. K. L. M. N. 0. P. Q, R. s. T. Job Conditions• I . Perform actual plantino only when weather and soil conditions are suitable in accordance with locally acceptable practice . Substitutions• I . Substitute plant material for the Indicated plait material will not be permitted unless specifically approved In writing by the Landscape Architect . Guarantee• I . Guarantee boxed and field grown trees to "live and grow" In an "acceptable , upr,aht position" for a Mrioa of one year otter oompletiol) of the spe<;ified moir\tenance period and final acceptance . Definition of live and grow and "acoefiitable , UP.fight R0sition· shall moon that the tree must . durjoo the &JR~:riili Plyli/gnter,us~iRoct'61 h~gt;~ n~d.s~~?qh0 '1his~P~lgP&fceR r:erri~~e tr~d . ~ uoomi:Jae 'to 0co~ftguo11.squ planRng , e sPrU8l!fi1es ~pep,6~lind 0 '3r · lrriga~8RcfysR!'mlepa,r aLJi'ing repiocement operations . 2 ' G~gr9s!,~~n °~\zecugkngfo &'.6tt~n'ar,x0 Rt~~~ f8f.0 nb ';!)2/(b'.1?1 o'f 918 ~~s ingN~/nqhe compie¥,on or the specn,ea mrnn'f'enance penod ana l'lna1 acceptance . 3. Rel)')Oye and re1;tace qll ~;1aranteed plant materials . for w1 !Ji.ch for any reason ~'6\1fibi11gineeiy 1' 6w~i?:1ire,' ~~i1~l 1-;:,~h ggg~pt'fnea1:lii~1n orlglnaii~0 \8pei\fie'd"1~'d provide onglnal guarantee , Plait Establishment Period• Minimum 90 calendar days to be completed before the Landscape Architect will recorrmend acceptance by the Owner . Topsoil• I • Use natural friable soil of the realon , free from lumps , clay , toxic substances , sticks , debris , veQEltatlon , stones over one inCtl In minimum dimension , and containing no decomposed stone , salts , alkali , herbicides or noxious weeds . Silt plus clay content not to exceed I 5 i by weight . 2. 3. 4, Boron content not to exceed I PPM as measured by the saturation extract . Sodlun absorption ratio CSARl not to exceed six and the electrical conductivity of the saturation extract not to exceed 3 , 0 mllllmoles per centimeter at 2 5 degrees centigrade . 5 . Import topsoil• Fu-nish and install per recommendations of soils repQrt . Organic Amendment• I . Nitrogen Stabilized• a. 0.4 0 O.6i N b. g.56 to O.84'.t c , . 8 to I . 2 j N 2 . Particle Size< based on N based based on dry weight for redwood sawdust . on dry weight for fir or cedar sawdust . dry weight for fir or pine bark . a . 9 5 -I 00 i passing 6 . 3 5 mm C I / 4 ") standard sieve . b. 80-1 OO'.t passiriQ 2 . 38 mm (No. 8, 8 mesh) standard sieve. c . 0-30 i passing '.500 micron (No . 3 5 , 3 2 mesh) standard sieve. 3 . Soluble Salts• a. Maximum 3 . 5 millimoles/centimeter o 2 5 degees centigrade as determined by the saturation extraction method . Organic Soil Conditioner with Fertilizer, I . Use Gro-Power-Plus as manufactu-ed by Southern California Organic Fertilizer Co. (213) 245-6849. Commercial Fertilizer, I . Use commercial 1te1rtlllzerd fundilorm 11n compo~ltlon~.,..._, 1 1ree flowlna , 1. 'th oonform,no to s a e an e eral aws , 0Ip su1 uu e tor appnoa ,on w, equipmenr designed for that purpose . - I - I 2 unless otherwise indicted . 2 . Where Indicated, use Aa[lforrn Plant Tabs 20-I 0-5, prescribed In manufactu-ei-s written specifloatbn . 2 I gram tablets at rate Plant Material, I . Use plants of the variety and size as Indicated on the Drawings . 2 . Tag one each of each bundle or lot with the plant name in accordance with the recommendations of the American Association of Nurserymen . 3 . Use plants that have a habit of orowth that Is normal to the species , are ;gg7Js·, ~~t~hhy abrJ1?i~rutttk°?~e f~ciik :rto~xc~~~ei ~isr~slonf10~~ &\i'-i'i"'eJ01eoWSnol a1s11guremen s . 1 ree run s to lSe s uray ana wei naraen= 011 . 4 . Use plants which have normally well developed branch systems and vigorous and fibrous root systems which are not root or potbound . 5 . Palms ; Anv ,palms Indicated on the plans shall be furnished by the contractor in a · Skinned trunk condition unless o'lherwise nofed or indicated otherwise by the Landscape Architect . Tree Stakes• (Refer to Drawings for appropriate type/condition) I . Copper Naphthanate Green Color Impregnated Lodge Pole Pine, a . J O feeJ Jong Jor 5 4 gallon and I 5 gallon . b . 2 fee ong or 2 box and larger . 2 . Steel Pipe Stakes• a. 2·0 ,c2,-':l/8" QhD.) Schedui!'> 40 aalvanlzed steel pipe. b . T -6 long wit cap . Paint flat l'.llack . 3 . Tree Ties• a. b. Sinole stake> Doable stake• Cinch-Tie as manufactured by V . I . T . Carooony . ,w1st-Braoe as manufactu-eO' by V. I. T . L;ompany. Vine Ties• I . Ci!'>c:r _plastic disc with eye to disc ro surface with approved ~erblcldes• receive green plastic covered vine ties . adhesive. Secure I . Pre-emergent and/or contact herbicides to be provided and applied only as per the recommendations of a licensed pest control agent . Gravel Sumps, I 3/ 4" to I • diameter sharp crushed rook gravel . I 2. 3. Soil I 2. I 2. 3. 1--lydraullc Seeding Materials• Fiber• Cellulose fiber . Conwed 1--iydro Mulch or Sliva Fiber . Fertilizer, 8-3-2 plus 3% Fe or Gro-Power-Plus. Organic Soll Stobllont• Ecology Controls M-Binder . Preparation Mix, For all turf and ground cover areas (excluding slopes over 3, I ) . Mixture per I 000 S . F . , g: C. i6cubic yards 2 nl\r~gert sloblllzed organic .. amendment . Opounds ·1 - -cammerc,ol fert,hzer . pounds agriou tura gypsum . Backfill Soll Mix' T ,;ipsoll• (Use Import topsoil when required by soils report) b · parts by volume . Organic amendment• 4 perts by volume . Agriform a. b. c. d. fertilizer tct:ilets• per each f 5 oallon plant -14 tablets . per each gollon PJont -Jablets . per each gqllon pant -able! . box trees - I tablet per I / 2" trunk caliper . u. V. w. Preparation• I . Verify that final grades have been established prior to beginning planting operations . 2 . Do not work soil when moistu-e content is so areal that excessive compaction w1·11 occur nor whe.n It lsAsa dry thc'.lt dust will form In the oir or mar clods wI1 nor break readily . pply water as required to provide ideal moistu-e far filling aid for planring . 3 . Remove and dispose of all weeds and burled debris found upQn any excavation to aiy convenient legal dump or ollslte location at no expense to the Owner. 4 . Make all soil areas smooth and even with finish grades I • below the surface of walks , paved areas and curbs and slightly less than flush with catch basins , manholes , cleanouts , valve boxes and similar features . 5 . Cultivate all areas to be planted (except slopes greater than 3• I) to a depth of at least 6" so that the soil is loose and friable . For the top 2 • of soil in all cultivated areasd remove all stones , roots and other deleterious matter which might be a hln ranee to planting and maintenance . 6 . For planting areas , uniformly broadcast and thoroughly Incorporate to a depth of 4 • soil amendments by means of rototiller or accepted equal . Planting• I . Do not commence planting until all construction work , grading , soil improvements and Irrigation systems Installation have been completed . 2 . When Riant material is spaced in rows , verlfv the total dlrnen~ion and soo,:;e plants eaually w1th1n me aeslgna ed area . Where plant JJ1atena1 is shown ,n 3. 4. 5. 6. 7. 8. a random pattern , space tKe material Oil.. shown in the urawinQs and as directed by the laid.scape Architect . opQce ground cover p1anting as Indicated In a random pattern and not in straight rows . Excavate plant pits as indicated on Drawings . Provide aravel lilies auoer drllle.d drainage sumps lor all tree pits as lndlcatecr on the rowings . See pion details for number and size . Set plants in i;,lont . pits so that they bear the same relotlon. to soil level when planted as they dra when In container . Center plant 1n pit . Backfill pion! oil whith ss~ol ified .01ix '·fllb Back.fildl pit 1with1 so(lthmix .1to 1halt lt.s.1 depth ahd water t orouc y . !::lac, remain et a p1 w, so, m x . i-rm down elimlnatlna all ai pockets . o not pack . Form a shallow basin .arouncl tne plan, to t:io d enouol\ water to saturate the root ball and backfill . water plants in immediately arter planring . FIii all planters with backfill soil mix to within 2" of top . Immediately after planting operations are complete , all beds and pits shall be ctessed so as to achieve a neat aid presentable appearance . Staking of Trees• I . Single stoke, a . Stol<e trees. desianated to be staked , as per detail , with stake on w1ndwar0' side 16 tree , • b. C, Set trees in plant pit , drive one tree stake 30 to firm soil next to 100! ball , backfill pit with prep,;ired sQII mix . oecure tree to std<e with two Cinch-l ies" per manufacturer's recommendations . 2 . Double std<e• a . Set trees In plort pit • drive one dodaeoo1e tree stake to firm soil I next lo the root bal on each side an bbdkfl I pit with prepared soil m x . b. Secure tree to stakes with "Twist-Broce" per manufacturer's recommendation. B. Maintenance• I . The contractual maintenance period shall extend for 6 0 calendar days from the date of acceptance of the Construction Contract by the Owner. 2 . During the specified maintenance p~iod the project will be made avalfable for the Owner's use . I he Contractor shall conduct his _mointen<;Tice operations0 in such a manner as to minimize 1nconvenrenoe to the wner . 3 . It Is the Intent of this SE/Ctlon to provide a level of maintenance that will present a pleasing and deslrot51e appearance at all times . 4. Turf Maintenance, a . Mow oil turf areas weekly , Tor as needed to maintain the height .ris specified . hEt borders shall be neatly b. C, d. e. f . g. edged . 7 rim turf around spnnklar heads as needed to maximize water coverage . l<'emove all cuttings . Mow turf to the following minimum heights• 2 : 2 =f~:r uS<;;>itciRtJuJr~i,e~g~r) lrrioate turf os necessary to maintain proper growth ra-re and optimum appearance . Maintain 1...-1 areas i~ a weed-tree condition . Apply a pre-eroerient oro rass ,ntrol 1to oil' turf areas between re ruory I and pril '.:> before so,I exc s 4 -4 9 degrees . Initiate hemlcol oonfr;s? of roadleaf weeds as required 1o ma,ntoln a weed-free turf condition , Adjust water application to <;..amoensate for changes chanaes in the weather . c.;ontraotor will be respons,ole !qr damages occurring aue to unaerwoterlng or overwatenng . All I reolacements shall be maded with , orlalnal tvpe ma eno1 or a11ernotives approve Py 1-ortclscope Architect. Repair or replacement of , eaulprnent damaoed as a result of me Gontractors_ neol1gence shall be reported promptly to the uwner . h . All systems shall be operationally checked by the Contractor a minimum of once a week . i . lrrigatiQn shall be accomplished between I O p . m . ana 7 a . m . Irrigation scheduled at other times shall be subject to approval by the Landscape Architect . 5 . General Maintenance, a . Ve~etotion , either now or previously existing , shall be pruned 0dt r/~5WdtsJ$'enpf rpe"Jf1 in °¥.~hi~ffigl[!,~ 81fe~g~~a?1 at less man tour een eer 1n nerg IT • b. o. d. e. All operations shall be conducted so as to provide maximum safety to the public . Leaves , P,OPer 1 weeds and any other debris shall be removed trom1 andscaped areas and disposed of 011-s11e by me -Contractor . Contractor will clean sidewalks , roadways , and any other areas affected by his maintenance operations . X . Planting Rooted Cuttings• Notification of all "specialty type" malntenot;nce ooeratlons shall be qlven to the Uwner e, hollrs gnor to econ of the operations by the ontroctor . 02499 Y. z. I . Allow all plant 7oterlals apeqlfled as flat stopk on olantlna plans. to remain ,n the flctts or ,ners until time for transplant1na . 1-'rov,ae suff101ent moisture to flat soil so hat soil does not fall apart when transplant,ng plant from the flat . plant each plant with its proportionate amount of flat soil in a manner that will Insure a minimum disturbance ·10 the root system . 2 . T opdress all rooted cuttings planted areas with mulch 3 • thick . Seeding• I . Prior to sawing seed , make the surface of the area to be seeded sufficiently loose and friaole to receive the seed . 2. 3. 4. 5. Sow seed evenly . Exercise core to keep the seed mlxu,re uniform , avoiding uneven distribution . Apply at rate as specified on the urawings . Following the sowing of seed and application of mulch , apply water In a momer which keeps areas moist , but not glistening wet , until time for the final inspection . Where ds,pressions have Rdevelooe.d , fill with accepted topsoil , up to finish grade . eseed· filled areas . lightly compact and bring It any seeded qeas are planted prior to the planting of trees and other container material , the Contractor shall be responsible for any damage to the seeded area caused by his operations and shall repair any damage at n,s expense . Pruning, I . Prune plants only at a time of planting and according to standard horticultural practice to preserve the naturol chora52;er of the .Qian! . Pruning to be doncf un~er supervision of trie Landscape '1'1chltect . l<emove dead wood , i~~i~d t'fead~?, e3n uo'rJs~big\¥c1~iw~d sh'?l'1flllgies relectJ8?s "i.91'&' ,:\1ii/~e 01~\l;'t~ges\Jiar? tools , paint cu s over 14 ..,,ameter , covering expo~ed areas w1m tree pain . f . g, h, Specialty type" maintenance operations are defined as• Fertilization , pre-emergent epplications of herbicides , turf aerlflcal)o.n , turf aethachlng , preventive application of turt fung1c1de and annual type bedding plani replacements . Whenever herbicides are used , Contractor shall apply them when air currents are still , to prevent pesticiae drift onto ajointino property and non-targeted planting and to prevent any tox,c exposure to persons whether or not they ore in or on the property . Contractor shall compile and maintain • As-Built" Drawings of all work Including Irrigation systems and including accurate locations and serial numt;>ers 8 01 all major components . A complete set of As -u'\lts· drawn in ink on a reproducible mediun she I be delivered to the , LordscOQe Arc.h1 it~oth b1et0ore acce1pJance dot the pro1ec . As · Bu, ts s all e comp e e an acurate to the satisfaction of the Landscape Architect . During the contract period for construction and maintenance , the Contractor shall pay the cost of all water and electrlcjty . Required permits for water and electricity shal be held IQ the name of the L;ontractor during he construct,on and maintenance i::ieriod. At cori:,pletion of the maintenance period 11t11ity billings shall be transfered to the name of the Uwner and any proportionate monthly utility billings shall be pro-rated based on meter readings . PLANT EST ABLISI--IMENT AND MAINTENANCE A. Plant Establishment, I . 2. 3. 4. 5. 6. 7 . The plant establishment period shall be tor a minimum period of 30 calendar days and shall be comQleted before. the Landscqpe Architect will recommend acceptance of the c.;onstruction L;ontract by the Owner . Plant establishment period will be extended beyond the specified period when plantings have not reached establishment in accordance with the Specifications . Any decisions regarding adequacy of plant estct:ilishment shall be determined by the landscape c:rohiteot . Prier to completion of the establishment period , ground covers and turf grasses shall consist ot a t.r>lform cover where a minimum of 80 percent of the seed germination percentage certified by the seed supplier has germinated and presents a healthy , vigorous color and shall exhibit growth to a mininum of one inch in height . Ground covers planted from flats and rooted cuttings shall not exhibit die-back at the completion of the establishment period. Trees and shrubs at completion of the establishment period shall not show die-back . Any seeded area which has not developed acceptably in the judgment of the Landscape Architect shall be reseeded by the Contractor . No compensation shall be made tor reseeding c:reas where seed has not germinated aid grown . Shrubs and trees which are dead or show evidence of die-back shall be replaced by the Contractor with new . vigorous . and healthy plants . DATE PLAN PREPARED: SEPTEMBER 17,2002 BY: IVY LANDSCAPE ARCHITECTS ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE DEPUTY CITY ENGINEER 1---------+-----+-----------+---1----+----I ~ :=:=::.,=:==========::::'.'.:::===: LANDSCAPE PLAN& FOR, CITY OF CARLSBAD PLANNING DEPARTMENT rn • IVY IVY Landscape Architect, lnc. 434 West Cedar Street, Suite 200 San Diego CA 92101 (619) 235-5360 info @ ivyla.com WILLIAM E. PLUMMER DA TE DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPART. OF ENVIRONMENTAL HEAL TH DATE INITIAL DATE --------------------1---~----i APPROVED BY: ENGINEER OF WORK REVISION DESCRIPTION SHT. NO. AVIARA POINTE 6UERGER 5U6DIVl$10N APPROVED / ~ / LLOYD B. HUB~b ~9,-d 2- ASSISTANT Phl.-lJkl'iNG DIRECTOR DWN BY: ~J.,M"--1 PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY I-IM 1---~----: ~-CT 00 )/71 DWG. 40I-5L CITY APPROVAL L':Rc.'V'..!WD':.'c'....-='B-'-Y'--: ===J ~-~--~ ;;,;~;;,;,_.:,,,~--• ~----~ • --t 5 () ' ' )-~ i! ,._. 04000 MASONRY B. A . tvlortaro I . UBC type "S" with o minimum compressive strength at 2 8 days of 2000 psi . 2 . Freshly prepared and uniformly mixed In the ratio by volumes, o . ~ _part Portland Cement b . / z part lime putty c. - I /2 parts sand d . I plastic type cement Is used , omit lime putty . Grout• I . Fluid consistency . 2. Ratio by volumes• o. ~ part Portland Cement b. parts sand OR o. ! part Portland Cement b. parts sand c. parts pea grovel C . Concrete Ll1it Masonry• Grade A conforming to ASTM C9O and of dimension as shown on the Drawings. D . Submit representative sample ot each type of unit masonry or stone tor acceptance by Owner prior to Installation . 05000 METAL FABRICATIONS A . Submit shop Drawings tor approval In advance of fabrication . B . Before commencing work or proceeding with shop and erection drawings verify field conditions . C . Material requirements, I . Rolled steel shapes and steel plates, ASTM A3 6 . 2 . Steel tubing, ASTM A5OO Grade A, or ASTM A5O I seamless. 3 . Steel pipe• ASTM A5 3 , Type E or S, Grade A. black or galvanized. 4. Steel bolts• ASTM A3O7, Grade A. 5 . Filler mateial for welding• ASTM A 2 3 3 , E 6 OXX , or E 7 OXX . 6 . Shop prime coat• Federal Specification TT-P-8 6 Type II tor red lead/alkyd type paint or Federal Specification TT -P-6 4 5 for zinc chromate type paint . 7 . Non-shrink grout1 Moster Builders "Embecco". Mix A, or Hellemite Manufacturing Co. , "por-rak". D . Fobrlcatlon1 I . Fabricate structural steel In accordance with latest edition of "Specifications for Design , Fabrication , and Erection cf Structural Steel for Buildings" of American Institute ot Steel Construction . 2 . Conform to tolerances tor materials , fctJrlcatlon and erection as given in "Code cf Standard Practice' American Institute of Steel Construction , latest edition . 3 . Shop coot with specified paint , all ferrous items , to I mm dry coat thickness offer fabrication , deburrlng and grinding smooth welds and rough spots . Touch up otter Installation . E . Install all metal fabrications plumb . straight , true and accurately titted . Grind smooth all field welds . F . Apply two coats of finish enamel paint to all metal surfaces . Color as selected by Owner . 06 I 00 ROUGH CARPENTRY A . Lumber> ps 2 0-7 0 Each memeber shall bear the stamp of an approved grading ogency . Concealed lumber shall be s4s Dogulas Fir unless noted otherwise . Comply with the following schedule unless noted otherwise . Item Grade StructLrai light framing No. 2 or better , D.F. 2 -4' thick, 2 -4" wide Structural joists and planks No. 2 or better, D.F. 2 -4" thick 6" and wider , Beams and stringers 5' and thicker. No. I or better , D.F. width 2' or more than thickness. Exposed beams, posts , fascia, No. I or better, D.F. and exterior trims B . All rough hardware , Including nclls . bolts , leg screws , washers , timber connections , shall be galvanized by the hot-dip method for exterior use . C . Treat oil woocmembers restlngon or lmbeded In masonry or concrete In occordonce with the American Wood Preserving Associations standard specifications . D . Install all memebers true , square . evenly spaced and accurately Jointed . Make all visable and contact surfaces smooth and free from splinters and rough edges . E . Apply woter-repellent preservative to all members which are within 6 • of finish grade prior to assembly by throughly brushing or soaking . F . Apply ( 2) coots of Olympic stain to wood members . Color as selected by Owner . Apply final coat of stain after installation to all explosed surfaces by brush . 09900 PAINTING A . Inspect areas to be painted before starting work and report In writing to Owner faults In surfaces , materials , or conditions . Painting contractor is liable for faults not so reported . B . Apply material per manufactLrer's instructions , recommendations , and opplicatlon rates only on clean sound surfaces without runs or sags . C . Comply with the standards of the Palnllng ond Decorating Contractors of America . D . Don~ paint hardware or adiocent surfaces unless otherwise noted . E . Perform touch up when Job Is borrpleted under the direction of and without extra expense to the Owner . .. IVY IVY Landscape Architect, Inc. 434 West Cedar Street, Suite 200 San Diego CA 92101 (619) 235-5360 info @ ivyla.com DEPUTY CITY ENGINEER DATE PLAN PREPARED: SEPTEMBER 17,2002 BY: IVY LANDSCAPE ARCHITECTS ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER DATE REGARDING UTILITIES1 PLANS OF EXISTING UTILITIES SHALL BE MADE AVAILABLE TO CONTRACTOR BY OWNER. PRIVATE AND PUBLIC UTILITIES , IF SHOWN. REFLECT AVAILABLE RECORD DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AFFECTING THIS WORK AND FOR ANY DAMAGE TO , OR PROTECTION , OF THESE LINES . OWNERS NOTICE TO CONTRACTOR• I . ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS , AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXI- MATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUf\D AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION . 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT T~ UTILITES OR STRUCTURES FOUND AT THE SITE . IT SHALL BE THE CON- TRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK . 4. TI-E CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT WE MAY BE JOINING , CROSSING, OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AD VERTICAL LOCATIONS . ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE OWNERS ATTENTION PRIOR TO CONSTRUCTION OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BIBL T" TITLE ________ _ REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD t---+---+-------------------1----t----+-----t lJ2___J PLANNING DEPARTMENT ~='--'=========:::..::===: ~ WILLIAM E. PLUMMER DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPART. OF ENVIRONMENTAL HEAL TH DATE ___________ DATE ______ _ APPROVED BY: DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION SHT. NO. LANDSCAPE PLANS FOR, AVIARA POINTE 6UWGE!i< SU6DIVISION APPROVED ~,A<-"/ f ff/,, •. LJJ'ffl B. HUBBS _, ,. ~/. /)'; /{)-/•V2.- ASSISTAN"r PLAIIINl~G DIRECJ'OR ' DWN BY: ~J~M~_ DA TE INITIAL CHKD BY: ~~~- CITY APPROVAL RVWD BY: PROJECT NO. CT ~~-10 • DRAWING NO. DWG. 401-5L ~ • P. 5 ~ -