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HomeMy WebLinkAboutDWG 356-7P; CT 96-01; GRAND PACIFIC PALISADES RESORT PHASE 3; 01-15I. 2 3. 4. GENERAL NOTES RECYCLED WATER NOTES ALL WORK SI-IALL BE DONE IN ACCORDANCE WITH Tl-IE CARLSBAD ML.NICIPAL WATER DISTRICT'S "CARLSBAD RECLAIMATI0N RULES E REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" DA TED OCTOBER 1993. DRINKING FOUNTAINS SI-IALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCR0ACI-IMENT ON PUBLIC FACILITIES SUCI-I AS PICNC TABLES, BBQ'S, PLAYGROUNDS. SAND TOT LOTS, ETC. BEST MANAGEMENT PRACTICES SI-IALL BE USED TO ELIMINATE OR CONTROL TO Tl-IE BEST EXTENT POSSBLE PONDING, RL.N-0FF. 0VERSPRA Y AND ~TING. I-I0SE BIBS ARE STRICTLY PR0HBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PR0I-IIBITED. 6. NO SUBSTITUTION OF PPE MATERIALS WILL BE ALLOWED WITI-IOUT PRIOR APPROVAL OF Tl-IE CITY OF CARLSBAD ML.NICIPAL WATER DISTRICT. 7. ALL ON SITE PIPES SI-IALL I-IAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 8.• Tl-IE IRRIGATION SYSTEM SI-IALL RlJIJ BETWEEN Tl-IE I-I0URS OF 10•00 PM AND 6•00 AM THE FOLL0WNG M0RNNG (SPOT IRRIGATION COULD BE DONE AT A DFFERENT TIME WITH QUALIFIED SUPERVISION PERSONNEL ON SITEJ. 9. PROVIDE A I\/INMUM OF AT LEAST 18 INCI-IES OF COVER OVER ALL WIRNG AND PIPING. 10. NON-DESIGNATED USE AREAS SI-IALL BE PROTECTED FROM CONT ACT WITI-I RECYCLED WATER, WI-IETI-IER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION TI-IROUGI-I IRRIGATI0N OR 0TI-IER USE. LACK OF PROTECTION, WI-IETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PR0I-IBITED. I. IRRIGATION I-IEADS SI-IALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS. STREETS AND NON-DESIGNATED USE AREAS. 12 RECYCLED WATER QUICK C0LFLNG VALVES SI-IALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCI-IANGEABLE WITI-I POTABLE WATER QUICK COUPLER SPIKES PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SI-IALL BE SIZED BY Tl-IE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPES SI-IALL BE STENCILED WITH THE WARNING, 'NON-POTABLE OR RECYCLED WATER", COLOR-CODED CPURPLEl AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD Tl-IE TOP OF Tl-IE TRENCI-I PER Tl-IE CARLSBAD MUNCIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECYCLED WATER PIPING SI-IALL BE INSTALLED WITI-I Tl-IE STENCLING ORIENTED TOWARD Tl-IE TOP OF Tl-IE TRENCI-I. 16. WI-IEN POTABLE WATER L.NE AND RECYCLED WATER LINE CROSS, Tl-IE RECYCLED LINE SI-IALL BE INSTALLED WITI-IIN A PROTECTIVE SLEEVE. Tl-IE SLEEVE SI-IALL EXTEND 10 FEET FROM EACI-I SIDE, FROM Tl-IE CENTER LINE OF POTABLE LINE, FOR A TOT AL OF 20 FEET. 17. A 10 FOOT I-I0RIZ0NTAL SEPERATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MANT AINED AT ALL TIMES. Tl-IE POT ABLE LNES MUST BE INST AULED ABOVE Tl-IE RECYCLED LINE. 18. A MINIM.JM OF 12 INCI-IES OF VERTICAL SEPERATI0N BETWEEN UTILITIES MUST BE MAINTANED AT ALL TIMES. 19.• DEVELOPER / CONTRACTOR SI-IALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY Tl-IE CARLSBAD MUNCIPAL WATER DISTRICT ENGINEER OR Tl-IE SAN DIEGO COUNTY DEPARTMENT OF ENVRONMENTAL I-IEALTI-I PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUCK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SI-IALL CONFORM TO Tl-IE FOLLOWING. A. RECYCLED WATER -QUICK C0LFLING VALVES USED IN RECYCLED WATER SYSTEMS SI-IALL I-IAVE ACME TYPE TI-IREADS AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACI-IED TO Tl-IE VALVE. QUICK COUPLING VALVES SI-IALL BE NELSON NO. 7645, el.INTER NO. I-IVIO0A-RL-NP OR APPROVED EQUAL. (SPIKES SI-IALL NOT BE INTERCI-IANGEABLE WITH POTABLE WATER QUCK COUPLER SPIKES) 21. Tl-IE REQUIRED CROSS-CONNECTION INSPECTION SI-IALL BE DONE BY EITI-IER Tl-IE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR Tl-IE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL I-IEAL Tl-I. COPES OF INSPECTION REPORTS WILL BE FORWARDED 22.• 23.• 24. 25. 26. TO Tl-IE NON-INSPECTING PARTY. DEVELOPER SHALL SI-I0W Tl-IE LOCATION OF R.C. SIGNS 'DO NOT DRINK' ON TI-IESE PLANS. AN ON-SITE USER / SUPERVISOR SHALL BE DESIGNATED IN WRITING, THIS INDIVIDUAL SI-IALL BE FAMILIAR WITI-I PLUMBING SYSTEMS WITI-IIN Tl-IE PROPERTY, WITI-I Tl-IE BASIC CONCEPTS OF BACKFL0W / CROSS CONNECTION PROTECTION, AND Tl-IE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF Tl-IE DESIGNATION, WITI-I CONTACT PI-I0NE NUMBERS SI-IALL BE PROVIDED TO Tl-IE SAN DIEGO COL.NTY DEPARTMENT OF ENVIRONMENTAL I-IEALTI-I AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT• MAINTENANCE SUPERVISI0R LARRY WOODWARD AT (619) 271-7050 OR AFTER HOURS CONT ACT MAINTENANCE SUPERVISI0R LARRY WOODWARD AT (619) 271· 7050 SI-IOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. • ITEMS 8, 19 e 23 SI-IALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECYCLED WATER. • ITEM 22 THE SIGNAGE SHALL BE A PART OF TI-IIS LP. BUT Tl-IE ACTUAL SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECYCLED WATER. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER I-IEADS, VALVE BOXES. ETC.) SI-IALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 16815 OF Tl-IE CALF0RNIA I-IEAL Tl-I AND SAFETY CODE. TI-IERE SI-IALL BE A PI-IYSICAL SEPARATION BETWEEN ADJACENT AREAS IRRIGATED WITI-l RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY CONCRETE STRPS, CHAIN LINK FENCES. OR 0TI-IER MEANS AS APPROVED BY Tl-IE WATER DISTRICT AND D.E.1-1. DWGS\JPM\GP3A \CD\GP3A·C0V RECYCLED (FUTURE) WATER SYSTEM (PRIVATE) SI-IEETINDEX SI-IEET NUMBER GRAND PACIFIC PALISADES PHASE 3 RESORT SI-IEET TITLE RECYCLED WATER/ TITLE SHEET I IRRIGATION PLAN 2 IRRIGATION PLAN E LEGEND 3 IRRIGATION DETAILS e NOTES 4 SIGNAGE NOTES Carlsbad, Tl-IE FOLLOWING GUDELINES FOR Tl-IE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE Tl-IE DOOR OF EACI-I CONTROLLER WI-IERE TI-IEY ARE EASILY VISIBLE. PLACE ON 81/2" X II' SIZED SIGN. COLOR• PURPLE BACKGROUND WITI-I BLACK LETTERING. I. GUDELINES FOR RECYCLED WATER USE I. RRIGATE BETWEEN Tl-IE I-I0URS OF 1000 PM AND 6,00 AM ONLY. WATERING OUTSIDE Tl-IE TIME FRAME MUST BE DONE MANUALLY WITI-I QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SI-IALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE Tl-IE NORMAL SCI-IEDULE. 2. IRRIGATE IN A MANNER TI-IAT WILL MINIMIZE: RUN-OFF', POOLING. AND PONDING. Tl-IE APPLICATION RATE SI-IALL NOT EXCEED Tl-IE INFILTRATION RATE OF Tl-IE SOL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITI-I Tl-IE LOWEST SOIL INFILTRATION RA TE PRESENT. TI-IIS PROCEDURE MAY BE FACILITATED BY Tl-IE EFFICIENT SCl-4EDULING OF Tl-IE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING Tl-IE REPEAT FUNCTION TO BREAK UP THE TOT AL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY I-IEADS TO ELIMNATE 0VERSPRAY ONTO AREAS NOT UNDER Tl-IE CONTROL OF Tl-IE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4. M0t\lT0R AND MAINTAIN THE SYSTEM TO MINMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER I-IEADS, LEAKS, L.NRELIABLE VALVES. ETC. SI-I0ULD BE REPAIRED AS SOON AS TI-IEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A C0NTIN0US BASIS OF Tl-IE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED TI-IAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, I-IAND WASHNG, CLEANING OF TOOLS. ETC. GIVEN THE HGI-I TURNOVER RATE OF EMPLOYEES IN Tl-IE LANDSCAPE INDUSTRY, IT IS IMPORTANT TI-IIS NFORMATI0N BE DISSEMINATED ON AN ALMOST DALY BASIS. IT IS YOU, Tl-IE LANDSCAPE CONTRACTOR WI-I0 IS RESPONSIBLE FOR EDUCATING EACI-I AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CI-IANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCI-I CI-IANGES MUST BE SUBMITTED TO, AND APPROVED BY, Tl-IE DISTRICT ENGNEERING OFFICE AND DESIGNED IN ACCORDANCE WITI-I DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SI-IALL BE TAGGED WITI-I IDENTFICATI0N TAGS. A. TAGS SI-IALL BE WEATI-IERPR00F PLASTIC 3' X 4' PURPUE IN COLOR WITI-I Tl-IE WORDS 'WARNNG RECLAIMED WATER -DO NOT DRINK' IMPRINTED ON ONE SIDE, AND 'NO TOIIAE EL A(;I.JA' ON Tl-IE 0TI-IER SIDE. IMPRINTING SI-IALL BE PERMANENT AND BLACK IN COLOR, USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL B. ONE TAG SI-IALL BE ATTACI-IED TO EACI-I VALVE AS FOLLOWS. I. ATTACH TO VALVE STEM DIRECTLY OR WITI-I PLASTIC TIE-WRAP OR 2. ATT ACI-I TO SOLENOID WRE DIRECTLY OR WITI-I PLASTIC TIE-WRAP OR 3. ATTACI-I TO VALVE COVER WITI-I EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRNKLER I-IEADS II. EACI-I AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUPMENT SI-IALL BE IDENTRED WITI-I A SIGN BEARING Tl-IE WORDS "RECYCLED WATER USED FOR IRRIGATION' N ENGLISI-I AND SPANISH, WITI-I BLACK LETTERS 1• I-IIGI-I ON A PURPLE BACKGROUND. Tl-IE SIGN SI-IALL BE PLACED SO Tl-IA T IT CAN BE READL Y SEEN BY ANY OPERATIONS PERSONNEL UTILIZNG Tl-IE EQUPMENT. DECLARATION OF RESPONSIBLE CI-IARG1:o I I-IEREBY DECLARE THAT I AM LANDSCAPE AR°"ITECT OF WORK FOR TI-IIS PROJECT, TI-IAT I EXCERCISED RESP0NSIBILE CI-IARGE OVER Tl-IE DESIGN OF TI-IIS PROJECT AS DEFINED IN SECTION 6703 OF Tl-IE BUSINESS AND PROFESSIONS CODE AND TI-IAT Tl-IE DESIGN IS CONSISTENT WITI-I CURRENT STANDARDS. I UNDERSTAND TI-IAT Tl-IE °"ECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY Tl-IE CITY OF CARLSBAD AND Tl-IE SAN DIEGO COUNTY DEPARTMENT OF ENVR0NMENTAL HEALTH IS C0l'FINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHTECT OF WORK, OF MY RESPONSBM...ITIES FOR PROJECT DESIGN. FIRM NAME AND ADDRESS• RDGE LANDSCAPE ARCI-IITECTS 34072 VIOLET LANTERN, SUITE C DANA POINT, CA 92629 TELEPI-I0NE NUMBERS• (949) 248-921 / C949l 248-9215 FAX REGISTRATION NUMBERS• 2809 EXPIRATION DA TES• MAY 31, 2001 DEVELOPER NAME AND ADDRESS• GRAND PACIFIC RESORTS, INC. 5050 AVENIDA ENCINAS. SUITE 200 CARLSBAD, CA 92008 TELEPI-IONE NUMBER• (619) 431-8500 CARLSBAD MUNICIPAL WATER DISTRICT .Mlln· (<f?ltrt ,.. ,$"-JO,~ WILLIAM E. PLUMMER R.C.E. 28176 DATE DEPUTY CITY ENGINEER EXP. 3/31 /02 SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH /..-::~~:::=::..:~..====-f:i~:i.k~~~C~-'f,fJ_fr,.___~ G-li-oo DATE APPROVED BY: California INSPECTION PROCEDURES I. CITY CONSTRUCTION INSPECTION SI-IALL NCLUDE• A. LOCATION OF PIPE LINES. 8. TRENCI-I DEPTI-IS C. REQURED SEPARATION CI-I0RIZ0NTALLY AND VERTICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION CPOC'Sl F. LOCATION AND IDENTIFICATION OF SPRINKLER I-IEADS G. WARNING SIGNS AT Tl-IE SITE AND ON THE TRUCKS I-IAULNG RECYCLED WATER (IF RECYCLED WATER IS USED FOR C0NSTRUCTI0Nl. AN APPROVED LETTER REGARDING Tl-IE INSPECTION OF Tl-IE PROJECT SHALL BE OBTAINED FROM Tl-IE CITY AND Tl-IE DISTRICT,.AND BE FORWARDED TO Tl-IE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL I-IEALTI-I PRIOR TO FINAL INSPECTION APPROVAL. . 2. DISTRICT FINAL INSPECTION SI-IALL INCLUDE• A. COVERAGE TESTS. AFTER COMPLETION OF Tl-IE SPRINKLER SYSTEM. TO DETERMINE Tl-IE ADEQUACY OF COVERAGE ON Tl-IE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF Tl-IE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. E. REQURED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS. ETC. G. CROSS-CONNECTION. PLANTING PLAN 5 PLANTING PLAN e DETAILS 6 IRRIGATION SPECIFICATIONS 7,8 PLANTNG SPECFICATI0NS 9 PALM TREE AND LANDSCAPE MAINTENANCE SPEC'S 10 Aot>r!z, 1-f",f. M 3 11-,-1 NOTE• SHEETS I TI-IROUGI-I 8 CONTAIN LANDSCAPE CONSTRUCTION PLANS AND DETAILS AND ARE NOT A PART OF CITY SUBMITTAL. 11? ~4!,... /utft/Ht~ r{lt~ FOR RECYCLED WATER SYSTEM INFORMATION OUTSIDE OF SI-IADED AREA, REFER TO SEPARATE APPROVED DRAWINGS FOR Tl-IE 'GRAND PACIFIC RESORT" CPI-IASE ll, DWG "356· 7L, CT 96-01, CMWD "96-509 / RW0449, 'GRAND PACIFIC RESORT - PHASE 2', DWG "356-7M, CMWD "95-509 I RW0753. E 'GRAND PACIFIC RESORT· PI-IASE 3A', DWG "356-7N---- / ,· // //// POINT OF CONNECTION TO / ~,/' .. EXISTING RECYCLED WATER / ,// ,/;,!:/, 15 SYSTEM, TYPICAL ,, //~/.ff!:,. ,;:"J;;,,, PW POC ·• ..... ,... / /:;/",/;/ )·:,;,:::)~t;,,,::>,, ::;:;f''"~~2~( To s~ · · '· ,.,c. Rbs.so. yt3i:l.· .. ~·•. ;a.Nr} 'li!.W MAl,--r CROSSOVERS OF RCW ./ •~ M~ri'0 .BE S ~~~ ~i ~~I~LE~~ED , ·· .. ; ¥/;,PER N0.1'!6 T PER NOTE 16 THIS SHEET ,... 3. ANNUAL INSPECTION SHALL INCLUDE• _;,. .... •,·>, ·.. . •/,• . •,-.,.; .. .• BLD" 'C ·. ,r>w !?.O.C. .. . . ; ;,,\ ,f //fi11· ,· ..-__ .," ····"·~·'✓, ... , . ..-... ,.. . Q.. iro""pr-, ®'-,•,." ,~;;/ / (' •o ~--,, .. ,. •• ;;;~'7 .,'\ •/·-' '··•','• •,·l ~,,:;:±:fr ~ ~0 ~--... c;n .• -\:1~;;:Y••·ec·~;:·•y,,,,,.,,_,,_,,_,,.A_'""'-,.,I-~;;/,)' ~{ / ···-·-;. • •• ·, 1 • :,;:::~::~lt:i1,,0'.:'.J(.;{) ) J~~j?"'"',. .. . . 1t3i.;;;;""•,;~\·}' A COMPLETE NSPECTI0N WI-IICI-I SI-I0ULD COVER PARTS 'A', 'B' AND "G" OF Tl-IE DISTRICT FINAL INSPECTION. PROJECT MAP NOT TO SCALE ~ LEGEND TRACT NO. CT-96-01 UNIT N0.3. LOT 14, MAP N0.13215 SYMBOL DESCRIPTION ----PV.J -----PROPOSED POT ABLE WATER SYSTEM --r;l\1\/---EXISTING RECYCLED WATER SYSTEM -•-r;tW-•-PROPOSED IRRIGATION SYSTEM MANLINE ALL LANDSCAPED AREAS AREA OF RECYCLED WATER USE • $ ... LOCATION OF CONNECTION P0INT(Sl • METER AND BACKFL0W PREVENTION "DO NOT DRINK" SIGN LOCATIONS TYPICAL SIGNS ----WHTE LOGO ~----PURPLE BACKGR0L.ND 36' ---r WI-IITE LETTERS CN.T .S.) WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER (Size> 12" X 36' .032 Al.L.11/N.JM SQUARE COl<l'ERS AVISO -NJIJA IMPURA NOTOMAR "'-----I' WHITE LETTERS "----2" WI-IITE LETTERS In 0ldlr to eoi-ve Was .. RECYCLED WATER IN UII! DO NOT ti:\ NO TOME DRINK '51 EL AGUA WASH HANDS AFTER CONTACTING LAVESE SUS UANOS DESPUES DE USAR 18' X 18" SIZE FOR AMY, F'l..l1PLE B/G, .032 ALLM" WHITE COPY, SQUARE COl<NE:l:?S VICINITY MAP APPROVE ENGINEERING '' AS BU IL T'' REVISIONS MUST BE APPROVED BY PUBLIC I-IEAL Tl-I ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. RI D G E LANDSCAPE ARCHITECTS TEL U9 248-9211 FAX 949 248 9213 ~ REVIEWED BY: INSPECTOR J{;/4_ DATE BY DESCRIPTION APP'D DATE REVISIONS NOT TO SCALE ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT RECYCLED WATER / TITLE SHEET GRAND PACIFIC PALISADES RESORT DWN BY_~;___!___ CHKD BY_cccJR.,___ FIELD BY PROJECT NO. CT 96-01 C.M.W.D. #96-509 DRAWING NO. 356-7P L4.0 (@) NOTE A: CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING IRRIGATION SYSTEM IN ADJACENT AREAS AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE COVERAGE AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENT /MODIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. HEAD LAYOUT IN THIS AREA IS DIAGRAMMATIC AND SHALL BE ADJUSTED AS REQUIRED IN FIELD TO PROVIDE PROPER COVERAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE D: ··... ·. • CONTROLLER SHALL BE AN W.~.s:·•ETIC-24-CPM"'ET-RG, 24 STATION IRRIGATION CONTROLLER. INSTALL CONTROLLER INSIDE A SJ'AINlESS STEEL WAtl MOUNTED ENCLOSURE (REFER TO LEGEND FOR TYPE). 120 VOLT ELECTRICAL.f'OWER SHALL BE 'f:>RpVIDED BY ELECTRICIAN. CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION OF CONTROLLER AND'",J;'OWER SUPPLY PRIOR TO STARTING WORK. . ·.. ·•. \ .,_\ NOTE E: 1 ··•, •• ,... / POINT OF CONNECTION IS AN EXISTING 1-1 /2" DOMESTIC WATER STUB"'D .. UT INSTALLED AS.,../ PART OF PREVIOUS PHASE OF WORK. VERIFY THE ACTUAL LOCATION, SIZE'P-ND WATER .- PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INF'ORMATION " SHOWN ON THESE DRAWING IS FOUND TO BE DIFF~RENT THAN THE ACTUAL POC IN.FORMATION GATHERED IN THE FIELD, IMMEDIATELY r;DTIFY THE /LANDSCAPE ARCHITECT AND IRRl(,,ATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO! VERIFY THE POC INFORMATION .ANY CHANGES REQUIRED BY LOW PRES?J1RE OR voµfME SHALL BE THE SOLE RESF;ONSIBILITY OF THE CONTRACTOR. / . ' MINIMUM REQUIRED STATIC WATE* PRESSUR,E' 70 PSI DESIGN WATER PRESSURE / 62 PSI MAXIMUM SYSTEM DEMAND / ./· 45 GPM 51 . ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. 30 A37 ~ / NOTE: " • ;/ C / I' MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO 1.5·•~ 1 / CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE PROPOSED IRRIGATION SYSTEM. NOTIFY OWNER'S AUTHORIZED BE A MINIMUM OF/'18" OFF AW,i.,CENT HARDSCAPE AND OTHE~/OBSTACLES TYP. ~·, ,# . / NOTE: ./ ,/ ' /' / • / 1 CONTRACTOR SHALL ADJU~ ALL HEADS AS REQUIRED / ' ' ' ~~r:f ~t~R~Otii~~ii.1~f.c:tTE~;~;!~~~~J6G~1/ \ <v_ •.· /:?/,··,.··'_f/·'·~·//? REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 1 00% HEAD TO HEAD COVERAGE LAYOUT WITH OWNER'S AUTHORIZED REPRESENTAJIVE ~ /2 .. .. " PRIOR TO COMMENCING WORK. ,./ ; , ' ' ~ /' / i~it~E~~iD p~~~~ALFOL~N~~:( ()NI~"✓ ~ ,/' • ~~ fa//1 IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. ACTUAL LOCATION TO BE WITHIN PLANT{R.' Q /" /1/ ./ J/4' BUBBLERS SHALL BE ALIGNE-El WITH TREES /; ••.• /" .... ··"/,···, ..... /" AND AS DIRECTED BY OWN'tR'S/ /.. w .. /4,t /AUTHORIZED REPRESENJATIV[/ .. .CONFIRM / ALL LAYOUT IN FIELlvWl!f/OWNER'S 1/1/' /1/ CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE ./ PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY AL~-<.,/ EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIL>U1NG WORK AND PRIOR TO COMMENCING WORK. /_./ AUTHORIZED REPRESENTP<1 IVE PRIOR TO , // / COMMENCING W9RK. -~/ / ~ /" ///// ~ i ✓ .·~/{ ~g~~R~~TOR SHALL CONNECT PROPOSED IRRIGATION SYST,E✓; .. MAINLINE /// /....:;/ Q/,-:,;l' 1' //' # LINE TO THE EXISTING 2" DOMESTIC SYSTIEM MAINLINE ,INSTALLED AS PART .. /· ./ .... ;· / "' / f'.f ' OF THE PREVIOUS PHASE 3A IRRIGATION IMPROVEM[N'fs, AND AS SHOWN ON ./ / " / DRAWINGS FOR GRAND PACIFIC PALISADES RESOFff -PHASE 3A, CITY DWG. " / ,... ~ ' NO. 356-7N, RW1007. VERIFY ACTUAL LOCAJ1<5N IN FIELD PRIOR TO ,./· />/ COMMENCING WORK. ALL LAYOUT SHALL .BE CONFIRMED IN FIELD WITH./' / ~:;EER~~ AUTHORIZED REPRESEN~:1,,PRIOR TO COMMENCING ~~!<:<~' ~ CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF p.r(opos{o/ ,,-..~C'-"'"'"'--- MAINLINE TO EXISTING MAINUNE. CONTRACTOR SHALL VER!tY AL:t. EXISTING MAINLINE CONNECTION . ..P<51NTS IN FIELD WITH OWNER'S· AUTHGRIZ£D REPRESENTATIVE PRIOR TO BIDDING WORK AND PRJOR TO .e'OMMENCING WORK ..... ,,. // 20 c·· j/ • I' r.<•' d'"'". 43 [::.-:h / ;11: " :F ~') . / //" ,. < ,_ \ , .. \. ·- "''ta _. ' # J/4' .f;' ~/ . ,'7· / UILDING 'D' EXPANSI /' J/4' J/4' J/4' 114'11/' J/4' .'·,.'f,\,ef"' .. /' ,(!<:,_ 1· 11 ,·\ I ... I I J/4 EFER TO NOTE 'A' ABOVE LEFT BUILDING 'C' EXPANSION / REFER TO NOTE 'A' ABOVE ll " LEFT;, l! i' REFER TO NOTE 'D' ABOVE LEFT BUILDING 'C' EXISTING / ', /"':;(~ .,,"<< ' •,, NOTE: 1_ ,1 , ttJ~]T.'tLL tA · MM1f.ffl,r.a~.w.~:"""'','!B• -~-~-"/'""""""""*""'!"'"""'""- w I w 1 .. -, .... , .. , .. , .. , ... m .. , .... ,;i""y".;i,'.';~"'"'=m,=n~,m ... ,,.,/MM~~J/T,4;=, ~1;:::·•=:•=c*n~;;,-· ,,:JW,,,,,IIM»f}."ffi;p~,w., __ ~=~r-m,,,,,-r=···'''"'='t:~-;:,·;:;;· ;:::· ~~~1-M 11/4' 11/4' \,:;i.~HJG'~~ SEN$0R DOWNSTREAM ClF THE EXISTING! 11 /2" B-4-CKFLOW h DEV/Cl"' tNSTALtEDAS f'ART OF THE PREVl'OtJS PHASEOF'i\lQfK. ®NltRACTOR $HA!,,LJlCllJTE WIRES BACK TQ]J-IE J'ROPOSl:'.:b Cl) I w I z ...J J: u I-'I <( :::E I "=-'' .m BUILDING 'C' EXPANSION 3/l'i 1, 1 il J/4' J/4• J/4' 11/4' ........... e ... 3~ ••. e ............ ~ .................... e le.. . ... e-:,.,,..,.,-,----e==e=-:-"!-r=il'fr~t:. =· :::1 .. ~.=-···=··-:-e-'1~· '.'.'.'.'.i!t'.'31 ::: 4;=4·~::::;;:1 .. ~ ... ::;;:.,.::;;: .•.. :ei. I e 1· J/4'; 3/4' 1' 11 4' I ~ ,. I REFER TO NOTE "C" ABOVE FOR IRRIGATION LEGEND, SEE SI-IEET L4.2 (3). FOR IRRIGATION DETAILS, SEE SI-IEET L5.I (4). FOR IRRIGATION SPECIFICATIONS, SEE SI-IEETS L8.I AND L8.2 (7 AND 8) DWGSIJPMIGP3\CD\GP3-PI .-------VALVE NUMBER ~----vALVE SIZE Sweeney & Associates, Inc. Irrigation D••lan & Con•ultlna o••~• • '••,• • • 2 .. •1 Rancho Calffornl■ Rd. Ste. K ; '! T1m1M:ul1, CA 92510 ~ : Ph, 908-H!-2307 Fax. 901-8DS-2al1-• E-mail: tewnne,10t8rthlhk.net ◄ "0 1 1 o 1-- 0 11/4' J/4' 10 20 1' J/1' 11/2' J ,. 21/2' Ja'"® 52 40 60 1· J/4' J/4' RI D G E LANDSCAPE ARCHITECTS TEL 949 2,18-9211 FAX 949 2-18 9215 '' AS 8 U IL T'' DATE ~.C.E. -----R.C.E. _____ _ IRRIGATION cONTROLLER, .... AS REQUIRED FOR COMPLETE .. t\UTOMATIC SYSTE~ QpERATIQN,\ VERIFY ACTUAL LAYOUT AND Eii(ISTING CONDITIONS'; IN FIEliQ.WITH OWNER'S AUTHORIZED . tPRI;; NTATIVE. " .. REVISIONS MUST BE APPROVED BY PUBLIC ~EAL T~ ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IM"LEMENT A TION IN FIELD. l0/2910'.1 RS CONSrn.JCTION Q.IMGE AT TOT LOT ~ FAAL l POOL ~A APPROVED FOR PLANTING AND ... IRR.LGATJGN .. ONL'r'.:••·.JN.GL.U DING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT rn . . LANDSCAPE IRRIGATION PLAN GRAND PACIFIC PALISADES RESORT PHASE 3 ~-------------+--+-+-----------------t----1A .~.._,,,,RR"'-oo,vLE-=v-,'=D~-"'L~~==~---Rrv1rwrn BY: ~ ~ ASSISTANT PLANNING DIRECTOR l-l.3-03 DATE DATE BY DESCRIPTION APP'D INSPECTOR DATE REVISIONS DWN BY-~'----- CHKD BY_J_R __ FIELD BY PROJECT NO. CT 96-01 C.M.W.D. &96-509 DRAWING NO. 356-7P I Al 011503 WATER PRESSURE CAL,a,JLATIONS I j WATER PRESSURE CALCLLATIONS POC C POC SIZE IV2" HYDRAL.I.IC GRADE LINE -POC ELEV A TION - ELEV A TION DIFFERENCE -MINIMUM ST A TIC PRESSLRE CPSD 70 REMOTE CONTROL VALVE • Cl4 REMOTE CONTROL VAL VE SIZE 1--v2· R.C.V, DEMAND (GPMl 45 TOTAL DEMAND CGPMl 45 R.C.V, ELEVATION -STATIC PRESSURE AT R.C.V. 86 SIZE DESCRIPTION PSI LOSS 012· SERVICE lJIE I o.o PSI -WATER METER 3 0.0 PSI 1112· BACKR..OW PREVENTEI< 4 12.0 PSI 2· GATE/BALL VALVES 5 0.5 PSI Iv2· MASTER CONTROL VAL VE 6 3,2 PSI 2· 490 FEET Of MAINLNE• TYPE CL 315 7 8.0 PSI FEET Of MAINLNE• TYPE 8 PSI 1-112· REMOTE CONTROL VALVE 9 2.5 PSI IOS LATERAL LINE LOSS IO 3.0 PSI IOS FITTING LOSS I 2.9 PSI 0 FT. ELEVATION 01ANGE CP.O.C. TO HIGHEST HEAD> 12 0.0 PSI TOT AL SYSTEM PRESSLl<E LOSS CSUM Of •I n-.RU •12l 13 321 PSI PRESSLRE REQUIRED AT 1-EAD 14 30.0 PSI TOT AL PRESSLRE REOOl<ED CSUM Of •13 AND " 14) 15 62.1 PSI STATIC WATER PRESSURE (FROM ABOVE> 16 70.0 PSI RESIDUAL PRESSURE (SLBTRACT " 15 FROM • l6l 17 7.9 PSI SET PRY OR MCV AT C• 15 Pl.US IO PSll 18 80.0 PSI PRESSURE BOOST, If REOURED (1115-•16 + 20 PSI) 19 -PSI IRRIGATION NOTES ALL LOCAL MUl'IICIPAL AND STATE LAWS. i:1U.ES AND i:1EGULATIONS GOVEl<NING OR RELATING TO ANY POl<TION Of THIS WOl<K Al<E HEl<l33Y INCOl<PORATED INTO AND MADE A PART OF TIHESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY TIHE CONTRACTOR. 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTUl<ES AND SERVICES BEFORE COMMENONG WORK, THE LOCATIONS OF UTILITIES, STl<UCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN ThESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGn\EEl<ING OR ARCHITIECTIURAL PLANS BEFOl:1E BEGINNNG WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSAl<Y PERMITS REQUIRED TO PEl<FORM TH= WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5 THIS DESIGN IS DIAGl<AMMA TIC. ALL EQUIPMENT SHOWN IN PAVED Ai:1EAS IS FOi< DESIGN CLARITY ONLY AND IS TO BE NST ALLED WITHIN PLANTING AREAS. 6 DO NOT WLLFULL Y INST ALL ANY EQUPMENT AS SHOWN ON THIE PLANS WH=N IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST TIHAT WEl<IE NOT EVIDENT AT TIHE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO ThE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE RRIGA TION CONTRACTOR SHALL ASSLME ALL l<ESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSAl<Y BY THE OWNER. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTIRACTOI< SHALL BE RESPONSIBLE TO COi.PLY WITH LOCAL CITY, COUNTY AND STATIE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. B ACTUAL LOCATION FOR TIHE INSTALLATION Of TH= BACKFLOW PREVENTEI< AND THE AUTOMATIC CONTl<OLLER IS TO BE DETERMNED N TIHE FIELD BY THE OWNER'S AUTHORIZED l<IEPRESENT ATIVE. 9 CONTl<ACTOI< IS TO Pl<OVIDE AN ADDITIONAL PILOT WIRE TO THE END Of THE MAINLINE l<UN N TWO Dll<ECTIONS FROM THE CONTl<OLUEI<. IO ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE TIHE DIAMETEI< Of THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS TO BE NSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUll<ED TO EASILY PULL Wll<E THROUGH. ALL SUEEVES TO BE INSTALUED WITH A MINIMUM DEPTIH AS SHOWN ON THE SLEEVNG DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. ALL SLEEVES TO BE AS SHOWN ON THE PLANS. II ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPUER VALVES TO BE INSTALLED AS SHOWN ON Tl-!E INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 1B" OF HARDSCAPE. 12 ALL HEADS Ai:1E TO BE INSTALLED WITH THE NOZZLE, SCl<EEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO Pl<IEVENT OVERSPRA Y ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCUUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITI-! MORE APPROPl<IA TE RADLJS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. DWGSIJPMIGP3\CDIGP3-IP2 '------'JAL VE SIZE NOTE A: CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING IRRIGATION SYSTEM IN ADJACENT AREAS AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE COVERAGE AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENT/MODIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. ALL LAYOUT SHALL BE CONFIRMED WITIH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. HEAD LAYOUT IN THIS AREA IS DIAGRAMMATIC AND SHALL BE ADJUSTED AS REQUIRED IN FIELD TO PROVIDE PROPER COVERAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NDT LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. AUL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITIH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE PROPOSED IRRIGATION SYSTEM. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. ~ Sweeney & Associates, Inc. J. Ridge lrrlgat:lon D••lgn a. Con•ultlna 28'41 -· Ctffl«rll Rd. Stt. K l·~··~ Temecula, CA 12610 ~ ~ Ph. 009-895-2387 Fix. 900-05-2 .. 7• -• E-mlll: l1w,entJ10t1rthllnk.net -f (J D \ 1 0 ._ 0 10 20 40 60 I I I I _,,"L .. ) , --·--~ ·, '"'>•,; ~,,;:;;·: '""'" -·---,.,, RI D G E LANDSCAPE ARCHITECTS TEL 949 241!-9211 FAX 949 241! 9215 '' AS -·'( _,,--t" ,,,, .. ,, ,, I • NOTE• MAINLINE SHOWN WITHIN PAVING FOi< CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE• CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODA TIE ANY VERTICAL OBSTRUCTIONS Tl-!AT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITI-! OWNER"S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE• BUBBLER$ AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTIUAL LOCATION TO BE WITHN PLANTIER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CON"tl<M ALL LAYOUT IN FlaD WITH OWNEl<'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. BU IL T'' DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FELD, 1 -" I 7 ·····A3r 5r ~~-"...'.,_ I 2· I I I I I I I APPROVED FOR PLANTING AND w z -..I ::c 0 l- e( :I: IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I SH~ET I CITY OF CARLSBAD SHEETS PLANNING DEPARTMENT •tfic LANDSCAPE IRRIGATION PLAN & LEGEND GRAND PACIFIC PALISADES RESORT R.C.E. ____ _ PHASE 3 R.C.E. ______ e----1----1-----------------1-----l;:====================~ REVIEWED BY: INSPECTOR DATE e----1----1-----------------1-----l !t...,..,R"'O'-Vn.LE_□--"'""µ.._ ________ _ DATE BY DESCRIPTION APP'D REVISIONS ASSISTANT PLANNING DIRECTOR OWN BY-~'--PROJECT NO. CHKD BY_.J;?~-- FIELD BY CT 96-01 CJvLW.D. &96-509 /-/3-¢3 DATE DRAWING NO. 356-?P 011503 r-----FINISI-ED GRADEN TL.l<F Al<EAS r----PLASTIC Rel.ND Vt,J,..VE BOX WITH BOLT DOWN COVER. USE STANLESS SOLT NUT AND WASI-Ei.>. ~~~'J'b)-'--.. -:,-;_:::::~H:,EA:::;T;>EAND ·acv· ONTO LID. llllll1;11 llf -FINSHED Gi.>ADE IN SHRUB AREAS 11i'llrn!M =111=11 NOTE; -----11-"="-'-'=~-OUICK COUPLER VALVE SEE LEGEND FOR SPEC, e!l---l\------STANLESS STEEL CLAMP _,--BRICKSLPPORTS _,,,--LASCO PRE-ASSEM:l.ED SWING JOINT / WITH OIIE PIECE BRASS FPT r-lPPLE I--"{):.~,~------~-MANLINE. SEE SPECS. ,__ ______ "4 36' REBAR STAKES, 2 REQUIRED ~~------LANDSCAPE FABRIC :IS::=:--314" ROCK, I CLBIC FT, USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL I[) QUICK COUPLER VALVE CLEAN COMPACTED --------(2) W Ai.>NING TAPES BACKFILL PAVING, BY OTHE12.-r-----~~fi~~~~~~i~~{i~~2{:idkriiiJi~Ti 0 SLEEVE INSTALLATION .,-------LOW VOLTAGE Wl2ES, :; MAXMJM ~---OUTER CASE OF CONNECTOR ---~1-- coNNEcTI0N Cl<lrv'f' COPPER SLEEVE INSTALLED WITH RECOM\.4ENDED TOOL CONNECTOR INSERT ---------------' NOTE• FLL OUTER CASE WITH SEALER PRIOR TO FNAL ASSEMBLY. Q) WIRE SPLICE 0 • 48' NOTE1 fl=CJJQN \/l;W -N,T,S. MOLNT ENCLOSI.RE AS PB! MAN..FACTLREl?S l<ECOMMEM>AIDN C0Nn10LLBI, SEE LEGErO FOR SPEOFICA TION. WALL MOUNTED ENCLOSUl<E IF SPECIF'EO l20 VOLT POWB:! SUl'PL Y N J-BOX, BY O™BIS ~GO ELECTRICAL CONDUT O'l TO RAIN SENSOR CF SPECFEDl ON ROOF, N l<IGIJ VT CONDLIT LOW VOLTAGE WRE N ROO F'VC CQ\OUT (3i PVC ELECT~CAL SWEEP TO EXTEROR a.LDING WALL Tl-ROUGH J-BOX BULDING R.OOR BY O™ERS NST ALL l:Nl.OSLIIE AS MICA TED BY aTY ST Aff f MAN.JF'ACT1J151'6 l<ECOM\11:NDA TON ROUTE Wll<ES AJ'l) SLEEVE iH10UGH WALL AS PB:! LANDSCAF'E ARCI-ITECrS RECOM\11:NDATON © WALL MOUNTED CONTROLLER NOTE: '''j'"' .... ' ..... ...... BRICK SLPPORT 314' Ci.>USl-lEO GRAVEL TWO CUBIC FEET PLASTIC VALVE BOX a2· WI PURPLE LID) L--BALL VALVE £) BALL VALVE LA TEl<AL LINES MAINLNE AND CONTROL Wll<ES C2l WAi.>NING TAPES TAPE CONTl<OL WIRES TO MAINLINE 10 FEET ON CENTEl2 DEPTHIS SHOWN ARE FOi< IN Gl<Ol..ND INSTAULATIONS. ON STl<UCTUl2E NST ALL PIPING AT DEPTH SHOWN OR AT CONCRETE SLAB DEPTH. () PIPE INSTALLATION METER BOX WI I\IETER ------- SIDEWALK-------- CURB-----~='----i'---.-i-,-'---2_4·==--1 APPROX. 8 12' MINIMUM POTABLE SERVICE LINE--------1 RECLAMED WATER IRRIGATION MAINLINE WI SLEE'"'"-_., NOTE• VERTICAL CLEARANCE OF 12' MINIUMUM IS MANDA TORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRl<IGATION MAINLINE 24' Fl<OM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POT ABLE MAINLINE IN THE STl<EET. 0 POT ABLE SERVICE LINE CROSSING -----FINS-ED Gl:!ADE N TlJ:11' AREAS =w .. fil ill ill I -'ill ill m-111-m IT ----PLASTK: l<ECTANGLUR VALVE BOX WrTH BOLT DOWN COVER. USE: STAN.l:SS 80L T, 111.JT, AND WAS,E:R, BOX TO El= PLACED AT RGIT ANGLE TO HARDSCAF'E EDGE. f.EA T BRAND 'F'S' ONTO LID. FLOW SENSOR, SEE LEGEND FOR SF'ECFK:ATION -FNSI-ED GRADE N 61-1<\.B Ai.>E:AS c:s.1---BRICK SL.PPOt:!TS c_ ______ LANDSCAF'E FABRIC c_ ______ 314' ROCK, 2 CLBIC FT. '--------------PVC MAN.1111= f'IF'E TO MASTER VALVE SECJ)ON Ve/'/ -NJS, NOTE:< CNOT LESS THAN 10 f'IPE ~AMETBISJ PB! Sf'ECS. AND PLAN. 1115T ALL FLOW SENSOR AS PB! 11-E MANLFAC~'S RECOr,N,/ENDATIONS, Wll<E TO RRIGA TIQ'II CONTROLLER. LSE 45 DEGREE ELLS TO ACHIEVE MAII\I.N: DEPTH ON Tl-IE DOWN-STl<EAM SIDE OF ™E R.OW SENSOR. () FLOW SENSOR ALL IRRIGATION EQUIPMENT SHOWN ON SHEET L4.1 VALVE C12 THROUGH C21 CONNECTING TO THE EXISTING DOMESTIC POC AT THE POOL AREA SHALL BE THE DOMESTIC VERSIONS OF THE RECLAIMED IRRIGATION EQUIPMENT SHOWN ON THIS LEGEND. NO RECLAIMED IRRIGATION EQUIPMENT SHALL BE USED ON THE DOMESTIC GRAND PACIFIC PALISADES RESORT IRRIGATION SYSTEMS. DWGS/ JPM/GP3/CONST-CHNGIGP3-ID.DWG i;;;;.1--------POP-LP SPRINKLER >-EAD WITH RECLAIMED WATEi.> "f\P" CAP r----Flr=INISHED GRADE j TOP FLUSH WI F.G. IN TURF Al<EAS ~OP 1/2' ABOVE F.G. IN SHl2UB AREAS 11 I SCH. 80 r-.lPPLE, LENGTH 111' Ill 1111' AS i.>EQLJRED 111=1 I ,-I MAi.>LEX STi.>EET EUL AND 11 j= I PVC THl<EADED ELL (90) 1 1 J SCH. 80 r-.lPPLE (6' MNIMUM) l7 ==f MAi.>LEX STl<EET ELL OUT OF LATEl2AL LINE FITTING LATEl<AL LINE, DEPTH AS SPECIFED N LEGEND HEAD TO BE INSTALLEO, 2' FROM ALL CURBING 4' Fl<OM ALL WALKWAYS 12' FROM ALL BULDNGS AND WALLS €) POP-UP SPRINKLER HEAD PLASTIC VAL VE BOX (12' WI PURPLE LIDl PVC THD. E'LL SCH. 80 PVC L----=i:-1\--CONTROL VALVE ~11<--SCH. 80 PVC NIPPLE CTYP.l SCI-I. 80 UNI01'-1---~ t 314' Cl2USHED GRAVEL--~ TWO CUBIC FEET a IRRIGATION WATER MAINLIIN E----_J BRICK SUPPORT·-________ __J ([) REMOTE CONTROL VALVE STl<EET SURFACt>Ei----~1 3,5FE!:T POTABLE MAINLINFE------ CSEE IMPROVEMENT DRAWINGS) t 12' MINIMLM REQUIRED VERTICAL SEPARATION RECLAIMED WATER IRRIGATION MAINL.INE--1 0 NOTE< SLEEVE ALL RECLAIMED WATER IRRIGATION PIPING AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN• "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RECLAMATION RULES AND REGULATIONS F'OR CONSTRUCTION OF RECLAIMED WATER MAINS" OCTOBER 1993 () POT ABLE MAINLINE CROSSING r-----FNSI-ED GRADEN TURF AREAS r----PLASTIC l<ECT ANGULAR VAL VE BOX WI™ BOLT DOWN COVER, LSE STAlt-1..ESS BOLT, N.JT, t,KJ WAS-ER . BOX TO BE PLACED AT l<IGHT ANGLE TO HARDSCAF'E EDGE. HEAT BRAND 'MV' ONTO LID, MAS CCN1"120L VAL VE, SEE LEGEND FOR SF'EC. ~ l"NSHED GRADEN SI-QL8 Al<EAS f""""""'ftrOrJ\~~if--24' WRE LOOP VALVE ID TAGS F'VC SCH 40 F'EMAL.! ADAPTER, 2 REOUIIED ~-F'VC MAINL.N: TO R.OW SENSOR. PA: F'ER SPECS. ~J----BRICK SLF'PORTS '-------BRASS LNON ~-----BRASS-LE TYP, '--------LANDSCAPE F=c ~-------:l,/4' ROCK, 2 CLBIC FT. ~-------------PVC MAIN..N!: Pf'E FROM BACKR.OW PER SPECS. SECTION YEW -N,I,S, NOTl'!o LSE 45 DEGREE E:LLS TO ACI-IE\IE MANL.N: DEPTH FROM LP-STREAM SIDE OF Tf.E MASTBI VAL VE ASSEMEL Y. © MASTER VALVE ~ J. Ridge 1"J <:\ 0 10 20 40 60 I , I SYMBOL Q T H F Cl09Ell "' "" (j) @ Qi @ @@ (Z) @ @J @) (]) @ @) ®@ I,_ .... ..<b.. V w .., w [9 l'3 B Bl ['l ["l I"! ■ ~ I.iii [] 121 [3] I!] ~ [QI - ---- NO SYMBOL NO SYMBOL NO SYMBOL IRRIGATION MATERIAL LEGEND MANUFACT. MODEL NO. I DESCRIPTION RAN BIRD I806-SAM-NP-I0-LA-PCS-0201030/040 POP-UP SHRUB HEAD RAN BIRD I812-SAM-NP-I0-LA-PCS-040/0601090/175 POP-UP SHRUB HEAD RAN BIRD I812-SAM-NP-I2-PCS-060109011251260 POP-UP SHl2UB HEAD RAIN BIRD I8I2-SAM-NP-I5-PCS-090/12511751370 POP-UP SHRUB HE:AD RAIN BRD I8I2-SAM-NP-I5ESTISST-PCS-060/125 POP-UP SHRUB HEAD RAIN BRD I806-SAM-NP-5F-B-PCS-040 STl<EAM BUBBLE:R HUNTER PGM-12-A-V-l<-.7511.0/2.0 HI-POP SHRUB ROTOR HEAD HUNTE:R HUNTER HUNTER HUNTER 12AIN 131.'D RAINBRD 12AIN BRD RAIN BRD RAIN BRD HUNTER HUNTER PGH-ARVl3RV-Oll04/06 HI-POP SHl2UB ROTOR HEAD PGI-I-Ai.>V/3RV-03105108 HI-POP SHRUB ROTOR HEAD PGH-Ai.>Vl3RV-04106109 HI-POP SHRUB ROTOR I-IE:AD PGH-Ai.>Vl3RV-05107/IO "'""POP SHRUB ROTOR HEAD I806-SAM-NP-I0-LA-PCS-020/0301040 POP-UP TURF HEAD I806-SAM-NP-IO-LA-PCS-04010601090/175 POP-UP TURF' HEAD I806-SAM-NP-12-PCS-06010901I251260 POP-LP TURF' HE:AD I806-SAM-NP-I5-PCS-090/1251I751370 POP-UP TURF HEAD I806-SAM-NP-I5EST /SST-PCS-060/125 POP-LP TURF HEAD PGM-06-A-V-R-.75/1.0120 POP-UP TURF "10TOR H=AD PGP-ARVl3RV-OV04106 POP-UP TURF ROTOR HEAD GPM .20.30..40 .39 .. 52 .. 79.1.57 ,65,.87,1.3,2.6 .93.1.23,1.85,3.7 .61,1,21 0.40 .75, 1.0. 2.0 .60. L4. 2.4 1.0, l.8. 3.7 1.4, 2.4, 4,9 1.8, 3.0, 6.0 .20 .. 30 .. 40 .39 .. 52 .. 79,1.57 .65 .. 87.1.3.2.6 ,93,1.23,1,85,3.7 ,61,1.21 .75, LO, 2.0 .60, 1.4. 2.4 PSI RADIUS 30 5 F'T 30 IOFT 30 12 F'T 30 15 FT 30 4Xl5 FT 30 3FT 40 20 F'T 40 25 FT 40 30 FT 40 35 FT 40 40FT 30 5 F'T 30 IO F'T 30 12 FT 30 15 FT 30 4Xl5 FT 40 20 FT 40 25 FT AS APPROVED CONNECTION TO EXISTING 21/2" RECLAIMED MANLINE, VERIFY SIZE AND LOCATION IN FIELD PRIOR TO COMMENCING WORK NIBCO NE:LSON RAIN BIRD T-580-70 BRONZE BALL VALVE, LINE: SIZE, 2' MAX 7645 QUICK COUPLER VALVE, INSTAUL INSIDE A 10' ROUND VALVE BOX QUCK COUPLERS INSTALLED MAXIMUM DISTANCE OF 100 FT ON CENTEI< FOR TH= ENTIRE LENGTH OF THE MAIN LINES PES-B-PRS-D SERIES PLASTIC PRESSURE REDUCNG RIEMOTE CONTl<OL VALVE. SIZE AS SHOWN AS APPROVED RECLAMED WATE"1 PVC PIPE: 314' -3' CL. 200 AS LATERAL LN::S 12" BE:LOW GRADE: PIPING SHALL BE COLOR CODED PURPLE AND MARKED AS INDICATED IN RECLAIMED WATER NOTES. SEE SHE:ET T-I NO RECLAIMED WATEI< PIPE NEEDED FOR VALVES A26 THROUGH A30 NO DOMESTIC SYSTEM AS APPROVED RE:CLAMED WATER PVC PIPE 21/2' CL. 315 AS MAINLINES 24' BELOW GRADE. ALL PIPING SHALL BE COLOR CODED PURPLE AND MARKED AS INDICATED IN RECLAIMED WATER NOTES. SEE SHEET T-I AS APPROVED EXISTING RECLAIMED WATEI< PVC PIPE 2V2' CL. 315 AS MAINLINES 24" BE'LOW GRADE. ALL PIPING SHAUL BE COLOR CODED PURPLE AND MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET T-I AS APPROVED RECLAIMED WATER PVC PIPE SCH. 80 AS SLEEVING UNDER VEHICULAR PAVING, TWICE THE DIAMETER OF PIPE: OR Wll<E BUNDLE CARRIED PLACE BELOW ALL PAVING, HAi.>DSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. PIPING SHALL BE COLOR CODED PURPLE AND MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET T-I AS APPROVED RECLAIMED WATER PVC PIPE SCI-I 40 AS SLEl:I/ING UNDER PEDESTRAL AND Pl<IVATE DRIVEWAY PAVING, TWICE THE DIAMETER OF' PPE OR WIRE BUNDLE CARRIED. PLACE: BELOW ALL PAVING, HARDSCAPE, E:TC .. AND AS DIRECTED BY Owr-.ER'S AUTHORIZED REPRESENTATIVE. PIPING SHALL BE COLOR CODED PURPLE AND MARKED AS INDICATED IN RECLAM:D WATER NOTES, SEE SHEET T-I AS APPROVED IRRIGATION CONTROL WIRE ttI4UF AWG DIRECT BURIAL CU.L APPROVED) RAIN BIRD ST-03 GREY "SNAP-TITE" Wll<E CONNECTORS AND PT-S5 SEALER DETAIL A A A A A A A A A A A A A A A A A A NIA C D E F' F' F G G f,G J NO SYMBOL AS APPROVED ALL VALVE BOXES SHALL BE PL.RPLE COLOR CODED AND MARKED AS INDICATED IN RECLAIMED WATER NOTE:S, SEE SHEE:T T-I NIA NO SYMBOL AS APPROVED ALL VALVES SHALL HAVE RECLAIMED WATER ID TAGS INSTAULED AS INDICATED IN RECLAIMED WATER NOTES. SEE SHEET T-I AS APPROVED AUL CONTl<OLLERS SHAUL HAVE RECLAIMED WATEl2 PLACAl2DS NSTALLED AS NDICATED IN RECLAMED WATER NOTE:$, SEE: SHEET T-1 NIA NO SYMBOL NIA RAIN BIRD PEB-PRS-D SERIES PLASTIC PRESSURE REDUCING REMOTE CONTROL V t,J,.. VE, SIZE AS SHOWN E --o--AS APPROVED DOMESTIC WATER PVC PIPE 2' CL. 315 AS MAINLINES 18" BELOW Gl<ADE F' 121 IE] I!::] GRISWOLD DATA IND. w.c.s. 2000E n12• 'EPOXY F'USED" NORMAULY CLOSED PRESSURE REGULATING MASTER CONTl<OL VALVE K L M NO SYMBOL V.I.T. IR-220P L5' FLOW SBIIS()I;! AS PAl<f OF CON1Rru82 ASSEMLY, NSTALL PER MAIIIJ'ACTU<Bl'S RECOMMEI\DATIONS MO Wl<E TO CONTl10LLB1 ETC-24-0'M-ET-RG 24 STATKJN RRIGATIO'J CONTROLLER ASSEM:l.Y. SIZE ASS-OWN NSTALLED WITHN A STAIIILESS STEEL EI\CLOSLRE (SEE B=LOW FCQ TYPE> SB-24SS-WM STRONGBOX STAINLESS STEEL WALL MOUNT CONTROULER ENCLOSURE: M cif RI D G E LANDSCAPE ARCHITECTS TEL 949 248-9211 FAX 949 248 9215 (BJ W.C.S. RAIN SENSOR, RG/RG-VR, MOUNT TO WAUL AND WIRE TO CONTROLLER NIA [El NIA 120 VOLT ELE:CTRICAL POWEi<, PROVIDE:D BY ELECTRICIAN. VE:RIFY ACTUAL LOCATION N FIELD NIA Sweeney & Associates, Inc. lrrlg•tlon D••lgn • Con•ultlna r----~ALVE NUMBER 35~P.M. 29'41 ...... Colffanu Rd. Bio. K ,:."°'~;'•·~ T1mecul1, CA 82690 ~ : Ph, 101-115-2307 F■x, IOl .... 5-2487• • E-•11: laWNfley1r.hathllnk.net 'f II D 1 1 a"" '' AS BU IL T'' ----- ~-----vALVE SIZE: RE:VISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION 1'-1 FIELD. '0/'19/02 RS CONSTRUCllON OWIIGE AT TOT LOT ~ FA"'-Y POOL AREA DATE R.C.E. -----R.C.E. _____ _ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT SHEETS .,5 IRRIGATION DETAILS & LEGEND GRAND PACIFIC PALISADES RESORT PHASE 3 REVIEWED BY: l---+---+----------------+----1 =-~-=-.... "'R.._~,,_:nLED__...,, .. , ________ _ /-13-03 DATE BY DESCRIPTION APP1D INSPECTOR DATE REVISIONS ASSISTANT PLANNING DIRECTOR OWN BY CHKD B'r'_JQ=--- FIELD BY PROJECT NO. CT 96-01 DATE DRAWING NO. 356-7P A ,., 011503 I I I I I ,, ~ io I :1 ~. 1-w w ::c .... '---"'" en w w en w z - I • • DWGS\JPM\GP3\CD\GP3-PP • • / / / / f/ ~ ?,,, ... / ~v / v I ~4 / / I' / / / XISTING 8RISBANE BOX / LSTl'JG STRE:ET TRE:E,,---,.___A /~~ICAL CCAl<ROTWOOD> ; ◊ '\, '·<, ••.• "' " ,.,,,,, UILDING 'D' EXPANSION 'RITTERING' GRASS PAVl'JG /2____ EDGE: OF GARAGE BELOW WA TE:RLINE EASEMENT • • . ........ \!,_'-·· ... . . . .. . ♦ ·. . ·~~·~·.:· ... _:: .. ~·.:·_ .... :.'·. .. ..llillll ' TURF DRAIN, TYP. • • • • • • .... BUILDING 'C' EXPANSION • • • • - II l~I EDGE OF GARAGE BELOW II II • • • • • FOR PLANTING LEGEND, SEE SI-IEET L 7.1 (6). - • FOR PLANTING NOTES AND DETAILS, SEE SI-IEET L 7.1 (6). FOR PLANTING SPECIFICATIONS SEE SI-IEETS L8 3 AND L8.4 (9 AND 10) ' . • .J • .. ·. . . : .. . }. •·· '. -- . . : .. · ........ . • • • • • 0 10 20 • ! I BUILDING 'C' EXPANSION ..... ·: · .......... ·· ... ,: .. :-,. • • • • 40 60 . . . . ·.. :. . .. . ... • • • ~ omos J, Rldg~ . #2809-Qi i nat ~ • , . . . . . . . .. . . . .. . . . . . , . . . . . " BUILDING 'D' EXISTING . a. Q o.. .· ..... ·:. · ... : .. ·.: ·. \) . . ... / ~/ // . • • . jmj 1 11 --~l ·····rlfflff#Ni"""" • • • RI D G E LANDSCAPE ARCHITECTS TEL 949 2411-9211 FAX 949 2411 121, • t I f , I I" ~111 L • • '' AS R.C.E. ____ _ REVIEWED BY: INSPECTOR ,, DATE . . .... ' •• • •, ,,.,, • I ;• • :• .,• • : ·,· ·-. . . . . . . . . . . . . . ·:. •,. . .. . .. . . . :·· : . ... . . .. •• • • • I • . . . . . . J--;t::~~f.J.~· . : :~:: .< ;:.:;· ).·i .··:'::".: .. /·:.;~-: _;·. i .: ' ·: . . .. . . . .. .. :-·' -. ·,•. .. . . :'~ .. :·: : . : / BUILDING 'C' EXISTING APPROVED FOR PLANTING AND \ IRRIGATION ONLY, INCLUDING PRECISE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION N FIELD. LOCATION OF PLANTING AREAS . CITY OF CARLSBAD PLANNING DEPARTMENT ISH~T&i ai/02 RS CONSTl<l.CTION CHANGE AT TOT LOT f FAMLY POOL /!Rf.A LANDSCAPE PLANTING PLAN GRAND PACIFIC PALISADES RESORT R.C.E. _____ r-t-t---------------+--_j PHASE 3 ~~=;===~==== DATE REVISIONS FIELD BY 356-7P r._tvLW_n_ 4-!Qfi-c;nq 011503 PLANTING NOTES A. REI & TO PLANTING SPEaFICATIONS AND DETALS FOQ SOL F'f:2EPARATION, FERTLIZA TION, MU.Cl-ING AND OTI-ER PLANTING INFOl<MA TION. B. NOTIFY Tl-IE OWNBl'S AUTI-IORIZED i<EPl<E:3ENT A TIVE 48 HOUl<S PRIOr:2 TO COI\IJ\IENCEMENT OF WOl<K TO COOl<DNA TE Pl<OJECT INSPECTION SCI-IEDLLl:S. C. VER1A' ALL EXISTING CONDITIONS, DIMENSIONS AND B.EVA TIONS BEFORIE PROCEEDNG WITl-l Tl-IE WOl<K. NOTFY LANDSCAPE Al<CI-ITECT IMMEDIATELY 61-<0ULD FIELD CONDITIONS V Ar:2Y PROM TI-IOSE SHOWN ON PLAN. D. RIEPOl<T DSCREPANCES N Tl-IE DRAWl'JGS Or:2 BETWEEN Tl-IE DRAWINGS AND ACTUAL FELD CONDITIONS TO T1-E LANDSCAPE ARCI-ITECT. CORIRECTED DRAWNGS Or:2 INSTRIUCTION 51-lALL BE ISSU:D PRIOr:2 TO Tl-IE CONTINUATION OF Te!S WOl<K. ASSUll,E PUUL RIESPONSBUTY POI< AUL NECESSARY CORRECTIONS DLE TO P AILURIE TO REPORT KNOWN DISCRIEP ANCES. E. LOCATE AUL EXISTIIIG UTILITIES WI-IETI-IER 51-lOWN I-IERIEON Or:2 NOT AND PROTECT TI-IEM Fi<OM DAMAGE. NOTIFY Tl-IE OWN&'S RIEPl<ESENT A TIVE IMMEDIATELY AND ASSUME F'UUL RIESPONSIELITY FOR EXPENSE OP l<EPAR OR RIEPLACEMENT N CONJUNCTION WITl-l DAMAGED UTILITIES. P. LOCATION OF N.LC. CONSTr:2UCTION ELIEMENTS SUCl-l AS LIGI-ITS, SIGNS, VENTS, 1-lYDRANTS, TRANSF'Ol<M&S, ETC. ARE APPl<OXIMA TE. NOTFY Tl-IE LANDSCAPE A!<Ci-!TECT IMMEDIATELY SI-IOULD Tl-IE LOCATION OP TI-IESE ITEMS NTERFEl<E WITl-l Tl-IE PROP& EXECUTION OF WORK. G. OBT AN ALL SOIL POR LANDSCAPE PLANTING AREAS Ol2 BERMS Fl<OM ON-SITE EXCAVATIONS. 51-lOU.D IMPORT SOL BE NECESSAr:2Y, SUBMIT IMPORT SOL TESTING l<ESUL TS FOR APPROVAL PRIOR TO MPORTATION. SOIL SI-IALL BE SANDY LOAM CONTAINNG NO TOXIC CI-IEMICALS OR ELEMENTS WI-ICl-l MAY NI-IBIT 00 r:2ET Al<D NOQMAL PLANT GROWTl-l. 1-1. APTER ROUGH Gl<ADES 1-lAVE BEEN ESTAIBLISI-ED N PLANTNG ARIE~. 1-lAVE SOIL SAMPLES TAKEN AT Tl-IE LOCATIONS INDK:ATED BY DESIGNATION ~ 1-lAVE SAMPLES TESTED BY SOL AND PLANT LAB. (714) 558-8333, F'Ol2 SOL F'&TILITY, A~CU.. TUR AL SUITABLITY TEST AND SOIL Pl<EPAl<ATION RIECOMMENDA TIONS. TAKE TWO SAMPLES AT EACl-l LOCATIO~ a> GROUND LEVEL TO IO' DEEP. (2) 24' TO 36' DEEP. EACI-< SAMPLE 51-lALL CONT AN APPROXIMATELY I QUART OF SOIL TO BE LABB.ED PER LOCATION AND DEPTl-l. INST AUL SOIL Pr:2EP ARA TION AND BACK F'ILL MIX TO CONFOl<M TO Tl-lESE RIECOMMENDA TIONS ONLY UPON RIECEIPT OF Wi<rrTEN Cl-<ANGE Oi<DER FROM Tl-IE OWNER. SUBMIT SOIL REPORT TO LANDSCAPE ARCI-IITECT PRIOR TO PLANTNG. OTY INSPECTOr:2 M.JST APPl<OVE SOIL TEST RIECOMMENDA TIONS PRIOR TO DELIVERY OF SOL AMENDMENTS TO SITE. I. KLL AND REMOVE: AUL ex!STING WEEDS Fl<OM SITIE ARIEAS P& SPEaF9CA TIONS. J. ASSURIE POSITIVE DRANAGE N ALL PLANTNG ARIEAS, 2' MN\AUM K. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL 51-lALL BE N CONFOl<MANCE WTl-l PLANTNG PLAN DESCRIPTIONS AND SPECFICATIONS. AUL PLANT MATERIAL IS SLBJECT TO RIEVIEW AND APPl<OVAL PRIOR TO INSTALLATION. PROVIDE P\-OTOS OF RIEPRESENT A TIVE EXAMPLES OF EACI-< TAGGED BLOCK TO LANDSCAPE ARCl-<ITIECT MNMUM 21 DAYS BEF'ORIE ANTICIPATED DELIVERY. P\-OTOS SI-IAUL NCUJDE A PERSON FOR SCALE PLRPOSES. LANDSCAPE ARCI-IITECT MAY OPT TO RIEVEW MA T&IAL AT Gl<OWNG NUl<S&Y. MATERIAL DELIV&ED TO Tl-IE SITIE MAY BE i<EJECTED BASED ON UNI-IEAL TI-IFUL APPEAl<ANCE 00 NON-CONFORMANCE WITl-l SPECIFICATIONS EVEN F Pl<EVIOUSL Y REVIEWED BY Tl-IE LANDSCAPE ARCI-ITECT OR Tl-IE OWN&. STREET TREE, CCARROTWOODl 0 0 0 PLANTER DRAIN, TYP. TURF~ ,.. . . ., . •, ... .. . .. : .... ., ·. ,,• · .. ··y ·. · ;----::" EXiSTJ~ T_L:JRF, : .' · ..... · · ,J&.-.:· • .., • • . • '. . ... .. . ' . ' ' ..... .. ....... •,: .. • L. AUL TREES WTelN A SPECES SI-IAUL 1-lA VE MA TCe!NG FORM. PLANTING PLAN -NORT~ POINT M ffiAL LOCA T10N OF ALL PLANT MATERIALS 51-lALL BE SUBJECT TO Tl-IE APPl<OVAL OF Tl-IE OWN&'S AUTI-IORIZED REPl<ESENT A TIVE. N. PLANTING QUANTITIES AIRE GIVEN F'OQ CONVENENCE ONLY. PLANT SYMBOLS AND SPECFIED SPACING SI-IALL TAKE PRIECEDENCE. 0. AT EDGES OF PLANTING AREAS, Tl-IE CENT& LNE 01" Tl-IE LAST ROW OF SHRUBS AND/OR GROUND COV& SI-IALL BE LOCATED NO FAr:2TI-IER FROM Tll-lE EDGE TI-IAN ONE-i.ALF Tl-IE SPECFED ON CENT& SPACNG. P. INST ALL GROUND COV& AND/Or:2 Sl-lRIUB MASSES WITl-l TRIANGIULAR SPACING UNLESS OTll-lERWSE NDICA TED. Q. ALL CURVE TO CUl<VE AND auRVE TO TANGENT LNES 51-lALL BE NEAT, TRM SMOOTl-l AND UNFORM R. RIEMOVE AUL N.RSERY STAKES AND E:SPALER RACKS IMMEDIA TB. Y AFT& INSTALLATION UPON PROVIDING SUPPORT PER PLAN. S. DURING Tl-IE LENGTl-l OF Tl-IE GIUARANTEE PERIOD, BE RIESPONSIBLE FOi< PROP& STAKNG AND/OR GUYING OF TREES TO ENSURIE STABILITY. T. 11,1,JLCl-l ALL LANDSCAPE ARIEAS CEXCUJDNG TURFJ I-IA VNG LESS TI-IAN A 3'I SLOPE WITl-l A 3' DEEP LAYER OF 'MEDUM GRND MULCl-l' SlJPPLED BY BLIUE R13130N N.RS&Y. (714) 633-3666 AT Tl-IE CONCUJSION OP PLANTNG OPERATIONS. SLBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO DELIV&Y TO SITE. EROSION CONTROL NOTES SLOPES RIEQU:!NG EROSION CONTROL MEASIURIES AS SPECFED 1-CREIN SI-IALL BE TREATED WITl-l ONE OR MOQE OF Tll-lE FOLLOWING STANDARDS• A. STANDARD "1 -COV& CROP .lJTE MES< COVER CROP SI-IALL BE A SEED MIX TYPICALLY MADE UP OF FAST COVERNG Gl<ASSES. CLOV&S. AND/Or:2 WILD PLOWERS. SUBMIT SPEOFIC SEED MIX POR CITY AA'ROVAL PRIOO TO APPLICATION. Tl-IE COVER CROP SI-IALL BE APPLIED AT A RATE AND MANNER SIUFFICIENT TO PROVIDE 901 COVERAGE WITI-IIN 30 DAYS. TYPE OF JUTE MESI-I 61-<ALL BE APPROVED BY Tll-lE CITY AND STAKED TO Th'E SLOPE AS RIECQMll,ENDED BY Tl-IE MANUFACTUl<ER, JUTE 11,ESl-l 51-lAUL BE RIEQLJl;!ED Wl-lEN PLANTING OCCURS BETWEEN AIUGUST l5Tl-l AND APRL l5Tl-l. DURING Tl-IE RIEMAINDER OF Tl-IE YEAR, Tll-lE COVER CROP AND/OR JUTE MESI-I MAY BE USED. B. STANDARD 2 -~DCCV& IOOt OP Al<EA TO BE PLANTED WITl-l A GROUND COV& KNOWN TO 1-lAVE EXCB.LENT SOIL BNDNG CI-IARACTERISTICS <PLANTED FROM A MNIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE PULL COVERAGE WITI-IIN CD YEAR>. AUL SLOPES 3•1 OQ STEEP& AND 4' OR GRIEA TER N i-eGI-IT REQIJRE STANDARDS I AND2. COV& SEED CROP COMPOSITON TO BE< DESCRIPTION ESCl-lSCl-lOLZIA CALFORNICA LUPNUS SUCCULENTUS O'CONNOR'S LEGUME FIB& MULCl-l 16-16~6 PERTIUZER ST ABILIZNG BINDER a/ ACRIE 2 2 20 2000 400 120 PLANTING LEGEND <CONTINUED> SYMBOL BOTANICAL I COMMON NAME GROUND COV&S TIJRF GAZANA -D 'TRICOLOR' I GAZANA 1-lEDERA l-lELIX 'l-lAl-lNSF / 1-lAl-lNS saF-BRANCe!NG ENGIJSl-l IVY MYOPOOUM PARVFOLLM / NON VNCA MNOR / DWARF PERIWINKLE MARA Tl-ION I SOD SIZE FLATS FLATS FLATS FLATS • AVALABLE Fl<OM MONROVIA i'J.RS&Y COMPANY CBOO> 999-9321 DWGS\JPM\GP3\CDIGP3-PD QUANffiY QOtvt,,eJTS PLANT 10' O.C. P& DET AL A. Tel5 SI-IEET PLANT 10" 0.C. P& DETAIL A. Tl-IS SI-IEET PLANT 24' O.C. PER DETAIL A, Tl-IS SI-IEET PLANT 8' O.C. PER DETAIL A, Tl-IS SI-IEET SYh/BOL TREES ~ @ .\ 0 • • 0 51-lRUBS ® 0 0 0 0 0 0 0 T • BOTANICAL I COMMOO NAMI: AIRECASTIRUM ROMANZOFFIANUM / QUEEN PALM CASSIA LEPTOPHYULA / GOLD MEDALLION TREE ERYTll-lRINA CORALLOIDES / NAKED CORAL TRIEE NERUM OLEANDER 'SIST& AGINES' / WI-IITE OLEANDER TIPUANA TIPU / TIPU TREE TRISTANIA CONFERTA / BRISBANE BOX WASe!NGTONA ROBUSTA / MEXICAN FAN PALM AL YOGYNE 1-11..EGELI / BUUE 1-lBISCUS AZALEA INDICA 'L.J. SOBIN<' / AZALEA BOUGAINVLLEA 'RA'->rBERRr ICE'/ BOUGAINVILLEA BOUGAINVLLEA 'ROSENKA' / BOUGAINVILLEA CARISSA M. 'TOMLNSON I TI-IORNLESS NAT AL PLUM DETE5 BICOLOR I BUTTERFl.. Y IRIS SIZE 36' BOX 24" BOX 48'BOX 36' BOX STANDARD 24' BOX 24' BOX 30'BROWN TRl.N< l-lEIGI-IT 15 GAL. !I GAL. !I GAL. !I GAL. 5 GAL. !I GAL. • 1-lENtEROCALLIS ST ARBURST 'MONOW / I GAL EVERGl<EEN YEULOW DA YLL Y LANT ANA M. 'RADIATION / LANTANA LIGUSTRLM JAPONCLM 'TEXAN..M' / TEXAS PRIVET PI-ILODEl'ORON SEILLOUM / BIG-LEAF PI-ILODENDRON PI-IORMUM TENAX 'ATROPL.l<PU<B..M' / NEW ZEALAND PLAX RAPI-IIOLE:PIS INDICA 'BAL.l.ERf'JA' / PNK NDIA 1-lAWTI-OQN STRIELITZIA RIEGINAE / BIRD OF PARADISE TECOMARIA CAPENSIS / CAPE HONEYSUCKUE TRACI-IELOSP&M-.M JASMNOIDE:S / ST AR JASMINE VBJINJM SUSPENSUM / SANDANKWA VIBI..RNUM ZANTEDESCI-IIA AETl-!IOPICA / COMMON CAULA BOUGANVLLEA 'SAN DIEGO RED' / BOUGAINVLLEA FICUS PUMLA CREEPING FIG IGAL. !I GAL. 5 GAL. 5GAL. 5 GAL. !I GAL. !I GAL. I GAL. 5 GAL. IGAL. 5GAL. STAKE:D IGAL. STAKED CCONTN..ED AT UEFTl • • • • • QUANTITY COMM!;NTS 22 4 7 4 29 12 114 'Jh7 318 133 48 128 371 113 34 65 78 241 62 72 20 !II PLANT PER DETAIL E. Te!S SI-IEET PLANT PER DETAIL C, Te!S SI-IEET PLANT PER DETAIL D, Tl-IS SI-IEET PLANT PER DETAIL D, Tl-IS SI-IEET PLANT PER DETAIL C, Te!S SI-IEET PLANT PER DETAIL C, Te!S SI-IEET PLANT PER DE:T AL E. Tl-IS SI-IEET PLANT 42' O.C. PER DETAIL B, Tll-llS SI-IEET PLANT 18' O.C. PER DETAIL B, Tll-llS SI-IEET PLANT 36' O.C. PER DETAIL B, Tl-IS SI-IEET PLANT 36' O.C. PER DETAIL B, Tl-IS SI-IEET PLANT 36" 0.C. PER DETAIL B, Tl-IS SI-IEET PLANT 36" O.C. P& DETAIL B, Tl-IS SI-IEET PLANT 18' O.C. PER DETAIL B, Tll-llS Sl-eET PLANT 36' O.C. PER DETAIL B, Tll-llS 51-lEET PLANT 30' O.C. P& DETAIL D, Tll-llS 51-lEET PLANT 30" O.C. PER DETAIL D, Tl-IS 61-<EET PLANT 5' O.C. PER DETAIL D, Tl-IS SII-IEET PLANT 42' O.C. PER DETAIL D, Tl-IS SII-IEET PLANT 36' O.C. PER DETAIL B, Tl-IS SI-IEET PLANT 42' 0.C. PER DETAIL D, THS SII-IEET PLANT 18' O.C. PER DETAIL B, Tll-llS SI-IEET PLANT 4' O.C. P& DETAIL D, Tl-IS 61-<EET PLANT 24' O.C. PER DETAIL B. TI-IIS 51-lEET RD ER TO DETAL F. Tl-IS SI-IEET ~El & TO DETAL fl=, Tl-IS SI-IEET • I -IC) -·~ I ...J I-w w :c en w w I en I • w .~ .~ I-1< :E I I I I ~ mes J. Ridge Lie. #2809 (Signature) D 111 Ill &-,b!li½½-2'1T1'""~ '.-Hl~-{7 !ll 2X DIA. OP ROOTBALL LEGEI\O• L SPECMEN Tl<EE, 36" BOX QI< LARGER 2. BLACK PVC HOSE WITH 1/8' BRAIDED GALVANZED STEEL GUY CABLE. USE GALVANIZED CABLE CLAlvPS AND TL.RI\BUCKLE. MINIMUM <3> GUYS PER TREE. PROVIDE ADDITIONAL GUYS If' REQUIRED DUE TO SITE COI\OITIONS. 3. f'INISl-l GRADE. CROWN OF' TREE M..JST NOT BE PLANTED BELOW THIS LEVEL. 4. WATERING BASIN -MINIMUM 4' DEPTl-l. MLLCH TO 2' DEPTl-l AND DEEP WATER TREE IMMEDIATELY APTER PLANTING. REMOVE BASIN AT EI\O OF' MAINTENANCE PERIOD. 5. TREE ROOTBALL -MUST NOT BE ROOT BOUND. LOOSEN ANY TIGHT PACKED ROOTS. 6. AMENDED BACKf'ILL MIX -SEE SPECFICATIONS. T /WP AND WA TEl<-SETTLE BACKf'LL BEFORE PLANTING SO TI-IAT TREE DOES NOT SINK APTER PLANTING. 7. FERTILIZER TABLETS PER SPEClf'ICA TIONS. 8. EXISTING SOIL 9. MODEL 68 DUCKBILL EARTH ANCI-IOR WITll-l 1/8' BRAIDED GALVANIZED STEEL CABLE. IO. 1/2' DIA. X 2'-0' LONG WHITE PVC WARNNG DEVICE -TO BE INSTALLED IN Pl.ELIC AREAS. a ARBOR-GARD Tl<U\K PROTECTOR FOR USE IN TURF' AREAS. TREE PLANTING/ GUYING -36" BOX+ [::; 2 LEGEND I. f'RONDS TO BE TIED AND PROTECTED DURING SHPMENT. UNTIE FRONDS AFTER 30 DAYS, OR AS DIRECTED BY PALM TREE EXPERT 012 LANDSCAPE ARCHTECT. ' 2. TRUNK 1-lEIGl-lT• MEASL.RED FROM ORIGINAL GRADE LEVEL AT BASE OF TRU\K TO TERMNAL BUD AT BASE OF f'RONDS. Tl<UNK TO BE CLEANED•. STRAIGHT Ar,.[) FREE FROM SCARS OR ROT. SET TRUNK PLUMB. REFER TO PALM TREE SPECIF9CATIONS. 3. PLANT BASE OF TREE AT OR SUGHTL Y ABOVE FINISH GRADE -DO NOT a.JRY ANY PART OF TRUNK. 4. FINISH GRADE 5. l<OOTBALL• TO BE PROTECTED DURNG SHPMENT. MINl'vlUM SIZE• 3'6" X 3'-6' X 4' DEEP. 6. WASHED COARSE CONCRETE SAI\O BACKF'ILL. DO NOT USE EARTll-l OF OTll-lER TYPES Of' SAl'O. at='.OENIX PALM TRLIN<S TO BE DIAMOND-CUT. WASHNGTONIA PALM TRUNKS TO BE SKNNED. NOTE• REFER TO PALM TREE PLANTING AND MANTENANCE SPECIFICATIONS FOR ADDITIONAL l<EQUIREMB\ITS. A B _\ _\•7 _ \•!_\.l_. \•l-.1_ ~ \ \/\/\/\/\ -\/\/.\/.\/.\/ -•--•-•--•--•--• I I\ 1\ I\ t\ \ NOTES A. ALL SHRUBS / GROLND COVERS SHALL BE PLANTED AT EQUAL SPACING CTRIANGLLARl UNLESS OTll-lERWISE INDICATED ON PLANS. SEE LEGB\ID FOR SPACNG REQUIREl'vENTS. S~RUB/GROUND COVER SPACING 2 X DIA. OF ROOTBALL. LEGEND I. Or-E THROUGH FIFTEEN GALLON SIZE CONT AINB? PLANT 2. WATERING BASIN -MN 4' DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISH:D GRADE 4. AMENDED BACKFU MIX -SEE SPECIFICATIONS. T /WP 012 WATER SETTLE SO THAT PLANT DOES NOT SIN< AFTER PLANTING. 5. f'ERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOLND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOL 8. "CROWN' OF' PLANT -M.JST NOT BE BURIED BE:l...OW LEVI:!.. OF' SURROL.NDING SOIL. S~RUB PLANTING PIIEVAU\IG WND > ~ E PALM PLANTING PLAN VIEW -CD ~ LEGEND L WALL, FENCE OR TRELLIS, PER PLAN 2. WATERING BASIN -MIN 4' DEPTll-l. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISHED GRADE 4. AMENDED BACKFLL MIX -SEE SPECIFICATIONS. TAMP QI< WATER SETTLE SO THAT PLANT DOES NOT SINK APTER PLANTING. 5. FERTILIZING T AEl..ETS PER SPECFICA TIONS 6. ROOTBALL Of' PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN' OF PLANT -M.JST NOT BE a.JRIED BELOW LEVEL OF SURROUNDING SOL 9. PLACE Vlr-E AS CLOSELY AS POSSIBLE TO WALL, FENCE, TRELLIS QI< OTHER SUPPORT. SECURE LEADER TO SUPPOl<T WITH GREEN N..ll<SERY TAPE. CUSE EPOXY-TIE ON WALLS AI\O FENCES). SECURE ALL OTll-lER LENGTHY BRA~ES IN AN OUTWARD RADIAL PATTERN WITH ADDITIONAL GREEN NLRSERY TAPE (AND EPOXY-TIES), AS NECESSARY, TO DIRECT GROWTH. AFTER VINE IS ADEQUATELY SECURED, REMOVE NURSERY ST AKE ii ~; ~ • .... I;> <') ~~ ;!; ~ ro0TBAI.L i,SEE~ ~ 2X CAA. OF ROOTBAUL "' LEGEN) L 24" CORDED TIE SEE SPECFICATIONS. A TT ACel WITH ROOFING NALS (4 TYP.l 2. 2' DIA. X 10' LODGE POLE PM'E STAKE (2 TYP.l KEEP CLEAR OF ROOTBALL AND CROWN OF TREE. SEE SPECIFICATIONS. 3. WA TEI< BASIN, 3' MIN. DEPTl-l AFTER WATERNG BY HOSE. REMOVE BASIN IN LAWN AREAS AND AS DRECTED BY LANDSCAPE ARCI-IITECT. 4. FNISHED GRADE. 5. AMENDED BACKFLL. SEE SPECIF9CATIONS f'OR MIX AI\IJ PIT SIZE. 6. PLANT TABLET PER SPECIF9CA TIONS. 7. EXISTING SOL. 8. SCARIFY SIDES AI\O BOTTOM Of' PLANTNG PIT. 9. ARBOR-GARD TRU\K PROTECTOR FOR USE IN TURF AREAS ~~(J.) IO. SET TOP OF' ROOTBALL 3' ABOVE SURROLNDING GRADE AND SLOPE FOR DRAINAGE. n. INST ALL =t..1824-2 ROOT BARRER PER PLAN AS MAN..IFACTLRED BY DEEP ROOT CORPORATION (714) 898-0563. NOTE• MAINTAIN TlRF 3" CLEAR FROM TREE TRUNK. TREE PLANTING/STAKING APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE VINE PLANTING LOCATION OF PLANTING AREAS. RI D G E LANDSCAPE ARCHITECTS TEL 141 248•9211 FAX 949 248 921S '' AS 8 U IL T'' ~&R~ to/~!ro ol,-E REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGlr-EER. ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN f'IELD. R.C.E. ______ ~--1-----1------------------+-----1 REVIEWED BY: DATE BY DESCRIPTION APP'D INSPECTOR DATE REVISIONS CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN & DETAILS GRAND PACIFIC PALISADES RESORT PHASE 3 APPROVED ~ I ..:J.-///.. CTzJ ASSISTAN DIRECTOR DATE DWN BY PROJECT NO. DRAWING NO. CHKD BY CT 96-01 356-7P FIELD BY C.M.W.D. #96-509 L7.I SECTION 02811 LANDSCAPE IRRIGATION NOTE: CONTRACTOR SHALL BE FAMILIAR WITH CARLSBAD MUNICIPAL WATER DISTRICl'S IRRIGATION SPECIFICATIONS AND IN CASES OF CONFLICT BETWEEN THESE SPECIFICATIONS AND CMWD'S SPECIFICATIONS, CMWD'S SPECIFICATIONS WILL TAKE PRECEDENCE. PART I -GENERAL 1.01 SUMMARY A. It is the intent of the specification• and drawings that the finished system Is complete in every respect and shall be ready for operation satisfoctory to the Owner. B. The work shall include all materials, lobar, services, transportation, and equipment necessary to perform the work as indicated an the drawings, In these specification, and as necessary to complete the contract. 1.02 CONSTRUCTION DRAWINGS A. Due to the scale of the drawings, it is not possible to Indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be Installed in such a manner as to ovoid conflicts between irrigation systems, planting, and architectural features. B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When on item is shown on the plans but not shown on the specifications or vice verso, it shall be deemed to be as shown on both. The Landscape Architect shall hove final authority for clarification. C. The Contractor shall not willfully install the Irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies In area dimensions exist that might not hove been considered In engineering. Such obstructions or differences should be brought to the attention of the Landscape Architect as soon as detected. ln the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. 1.03 QUALITY ASSURANCE A. Provide at least one english speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section. B. Manufacturer's directions and detailed drawings shall be followed in oil coses where the manufacturer of articles used in this contract furnish directions covering points not shown in the drawings and specifications. C. All local, municipal and state laws, rules and regulations governing or relating to any portion of this work ore hereby incorporated into and mode o port of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the some. However. when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall lake precedence. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements mode by others affecting the work of this section. 1.04 SUBMITTALS A. Materials List: 1. After award of contract and before any Irrigation system materials are delivered to the job site. submit to the Owner a complete list of all irrigation systems, materials, or processes proposed to be furnished and installed as part of this contract. 2. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, furnish the manufacturer's recommendations as to the method of installation. J. No substitutions will be allowed without review and approval by the City and prior written acceptance by the Landscape Architect or Owner's authorized representative. 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications he may do so by providing the following information to the City and the Landscape Architect or Owner's authorized representative for approval. 1. Provide a written statement indicating the reason for making the substitution. 2. Provide catalog cut sheets, technical data, and performance information for each substitute item. J. Provide in writing the difference in installed price If the item Is accepted. 1.05 EXISTING CONDITIONS A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided cs the source of water, electrical supply, and telephone line connection to the Irrigation system. B. Irrigation design is based on the cvcllable static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized representative prior to beginning construction. C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tonks, and other utilities as ore commonly encountered underground and he shall toke proper precautions not to damage or disturb such Improvements. If o conflict exists between the such obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architect and Owner who will arrange for relocations. The Contractor will proceed in the some manner if a rock layer or any other such conditions ore encountered. DWGS\JPM\GP3\CD\GP3-SPI D. The Contractor shall protect oil existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost, all damage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. 1.06 INSPECTIONS A. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and Inspect at oil times any port of the work and shall provide safe access for such visits. In addition, the City Inspector will ask for a preconstruction meeting and periodic inspections. B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape Architect, Owner's authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work Is ready for testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Contractor's expense. C. Inspections will be required for the following at a minimum: 1. Sleeving 2. System layout J. Pressure test af Irrigation main line (Four hours at 125 PSI or 120,i: of static water pressure, which ever is greater). 4. Coverage test of irrigation system. 5. Final inspection prior to start of maintenance period 6. Final acceptance D. Site observations and testing wlll not commence without the record drawings as prepared by the Irrigation Contractor. Record drawings must complete and up to date for each site visit. E. Work which foils testing and is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, Owner's authorized representative. end governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense to Owner. 1.07 STORAGE AND HANDLING A. Use oil means necessary to protect Irrigation system materials before, during, and after installation and to protect the installation work and materials of all other trodes. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. B. Exercise core in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to ovoid undue bending and concentrated external load. 1.08 CLEANUP AND DISPOSAL A. Dispose of waste, trash, and debris In accordance with applicable lows and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the Owner's authorized representative. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site In a legal disposal area. 1.09 TURNOVER ITEMS A. Record Drawings: 1. Record accurately on one set of contract drawings oil changes In the work constituting departures from the original contract drawings. 2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the owner. Prior to final inspection of work, submit record drawings to the Landscape Architect or Owner's authorized representative. J. Dimensions from/to permanent points of reference such as buildings, sidewalks, curbs, etc. shall be shown. Doto on record drawings shall be recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum 1/8 inch in size. 4. Show locations and depths of the following items: o. Point of connection (including water meters, bockflow preventers, master control valves, etc.) b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feet along routing), including sleeves for pipe and wire. c. Bal I valves d. Automatic remote control valves e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment (as may be directed) 5. Maintain record drawings on site at oil times. Upon completion of work, transfer all as-built information and dimensions to reproducible sepia prints. B. Controller Charts: 1. Record drawings must be approved by Landscape Architect and/or Owner's authorized representative before charts are prepared. 2. Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller. J. The chart is to be a reduced copy of the actual "record" drawing. In the event the controller sequence Is not legible when the drawing is reduced, It shall be enlarged to a readable size. 4. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils In thickness. C. Operation and Maintenance Manuals: 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Landscape Architect or Owner's authorized representative ct least 10 calendar days prior to final inspection. The manuals shall describe the material installed and the proper operation of the system. 2. Each complete, bound manual shall include the following information: a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives. b. Operating and maintenance instructions for all equipment. c. Spore ports lists and related manufacturer information for oil equipment. D. 1.10 A. B. c. D. 1.11 A. B. Part 2.01 Equipment: 1. Supply as o port of this contract the following Items: o. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head used In the irrigation system. b. Three JO-Inch sprinkler keys for manual operation of control valves. c. Two keys for each automatic controller. d. Two quick coupler keys with a J/4" bronze hose bib, bent nose type with hand wheel and two coupler lid keys. e. One valve box cover key or wrench. f. One 5-foot tee wrench for operating gate valves J Inches or larger (If used). g. Six extra sprinkler heads of each size and type. 2. The above equipment shall be turned over to Owner's authorized representative at the final inspection. COMPLETION At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. At the time the post-maintenance period or final inspection the work will be reinspected and final acceptance will be in writing by the Landscape Architect, Owner's authorized representative, and governing agencies. The Owner's authorized representative shall hove final authority on oil portions of the work. of After the system hos been completed, the Contractor shall instruct Owner's authorized representative In the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance Instructions. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall Include the complete restoration of oil damage to planting, paving or other improvements of any kind as a result of the work. GUARANTEE The entire sprinkler system, Including oil work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfilled areas below grade, for o period of one (1) year following the filing af the Notice of Completion. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs as determined by the Owner constitute on emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship. or from the necessary repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all ct no additional cost to the Owner. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler Irrigation system we hove furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from dote of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified ofter receipt of written notice from owner, we authorize the owner to proceed to have said repairs or replacements mode at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: II -MATERIALS SUMMARY Use only new moterlols of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.02 PIPE A. Pressure supply line from point of connection through bockflow prevention unit shall be Type K "hard" copper pipe. B. Pressure supply line installed over structure shall be Type K "hard" copper pipe. Copper pressure supply line installed over structure shall be secured to the concrete slab using Architect approved fasteners. C. Pressure supply lines 2 inches in diameter and up to J inches In diameter downstream of bockflow prevention unit shall be Closs 315 solvent weld PVC. Piping shall conform to ASTM D2241. D. Pressure supply lines 1 1/2 inches In diameter and smaller of the backflow prevention unit shall be Schedule 40 solvent weld PVC conforming to ASTM D1785. I G. 2.03 A. B. C. D. 2.04 A. B. C. D. E. F. 2.05 A. B. C. Reclaimed water copper pipe to be installed with color coded warning tape In color and marked with reclaimed water warning statements "CAUTION -RECLAIMED WATER" in English and Spanish. Refer to the Carlsbad Municipal Water District requirement on sheet 1 (L-0.0) for further information. Reclaimed water piping must be accepted by the local reclaimed water governing agencies. METAL PIPE AND FITTINGS Bross pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. Bross fittings shall be medium brass, screwed 125-pound class. Copper pipe shall be "hard" Type K. Copper fittings shall be soldered type. PLASTIC PIPE AND FITTINGS Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, Notional Sanitation Foundation approval, Commercial Standards designation, and dote of extrusion. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2241 or ASTM D1784. All PVC fittings shall be standard weight Schedule 40 and shall be Injection molded of on Improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2466. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. When connection Is plastic turn with a strop wrench. equal. to metal, female adopters shall be hand tightened, plus one Joint compound shall be non-lead base Teflon paste, tape, or BACKFLOW PREVENTION UNITS The bockflow prevention unit shall be of the manufacturer, size, and type Indicated on the drawings. The bockflow prevention unit shall be installed in accordance with the requirements set forth by local codes. The bockflow prevention assembly shall consist of brass piping, unions and fittings. D. Bockflow preventer enclosure shall be of the manufacturer, size, and type indicated on the drawings. Enclosure shall be constructed of 3/16" stainless steel angle stock with 1-1/2" No. 9 expanded metal panels and a 3/8" U-bolt lock to be secured to the concrete mounting pod. 2.06 VALVES A. Boll Valves: B. C. D. 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Boll valves shall be double union design, Sch. BO PVC blocked, with Teflon boll sects. End connector carrier and stem are to hove either EPDM or Viton 0-rlngs. Boll valves ore to hove threaded connections. J. All ball valves shall hove a minimum working pressure of not less than 125 psi and shall conform to AWWA standards. Quick Coupler Valves: 1. Quick coupler valves shall be of the manufacturer, size, and type indicated on the drawings, 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall hove J/4 female threads opening ct base, with two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key Is inserted into valve and a positive, watertight connection shall be mode between the coupler key and valve. Hinge cover shall be the locking type constructed of brass with a rubber-like vin~ cover. Automatic Control Valves: 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Automatic control valves shall be electrically operated. Anti-drain Valves: 1. Anti-drain valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Anti-drain valves shall have 18-B stainless steel springs and valve stems with Buno-N seals. J. Anti-drain valves will hove threaded connections the size of the riser or pipe they ore to be installed onto, or the next available size. No slip connection anti-drain valves ore allowed. CONTINUED ON FOLLOWING SHEET E. Non-pressure lines 3/4 inches in diameter and !orger downstream of the remote control valve shall be Class 200 PVC. Non-pressure lines 1/2 inch in diameter shall be Closs 315 PVC. Non-pressure piping shall conform to ASTM D2241. F. Reclaimed water PVC pipe to be color coded "purple" in color and marked on two sides with reclaimed water warning statements "CAUTION -RECLAIMED WATER" in English and Spanish. Refer to the Carlsbad Municipal Water District requirements on sheet 1 (L-0.0) for further information. Reclaimed water piping must be accepted by the local reclaimed water governing agencies. Reclaimed water PVC pipe shall use standard Sch. 40 PVC fittings. Reclaimed water PVC pipe to be Brownline 'Alertline" or equal. '' AS BU IL T'' ~ If! Lie. #2809 q ~~-~ (Signature) u'~/'}-... (Dato) ~ l' CAWY'/ RI D G E LANDSCAPE ARCHITECTS TEL 141 241-9211 FAX 9"9 241 921& R.C.E. ______ _ REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGl~ER. ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. BY DESCRIPTION APP'D REVISIONS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I SH7EET I CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION SPECIFICATIONS GRAND PACIFIC PALISADES RESORT PHASE 3 AP=PR=OV.,.,.,ED~;;c;~~~~:;;;::,t_~-=----{~/'f-?JZ_) -:-= n--.,,.. // ASSISTANT -PLANNING DIRECTOR DATE OWN BY __ =-~~'--- CHKD BY __ JR __ _ FIELD BY PROJECT NO. CT 96-01 C.M.W.D. #96-509 DRAWING NO. 356-7P LB.I SECTION 02B11 LANDSCAPE IRRIGATION (cont'd) Part II -MATERIALS (cont'd) 2.07 VALVE BOXES A. Valve boxes shall be fabricated from o durable, Weather-resistant plastic material resistant to sunlight and chemical action of soils. B. The valve box cover shall be purple in color, secured with bolts and marked with reclaimed water warning statements "CAUTION -RECLAIMED WATER" in English and Spanish. Refer to the Carlsbad Municipal Water District requirement on sheet 1 (L-0.0) for further information. Reclaimed water valve boxes must be accepted by the local reclaimed water governing agencies. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. D. Valve box extensions shall be by the same manufccturer as the valve box. E. Automatic control valve boxes shall be 16"x11"x12" rectangular size. Valve box covers shall be "heat branded" in 2" high letters "RCV" with the valve Identification number. F. Ball valve, flush valve, master valve and quick coupler valve boxes shall be 1 o• circular size. Valve box covers shall be "heat branded" in 2" high letters with either "BV", "FV", "MV" or "QCV"'. 2.08 AUTOMATIC CONTROLLER Automatic controller shall be of the manufacturer, size, and type Indicated on the drawings. 2.09 ELECTRICAL A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. 8. All electrical work shall confdrm to local codes and ordinances. 2.10 LOW VOLTAGE CONTIROL 1'11RING A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. B. Connections shall be either epoxy-sealed packet type or Penn-Tite connectors. C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a differentcolor for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). D. Provide a 24" long expansion loop for oll directional changes in control wire routing. 2.11 IRRIGATION HEADS A. Sprinkler heads and drip emitters shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the drawings. B. Pop-up heads and riser heads shall be used as indicated on the drawings. Port Ill -EXECUTION 3.01 A. B. C. D. E. F. G. SITE CONDITIONS Inspections: 1. Prior to all work of this oection, carefully inspect the Installed work of all other trodes and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed In strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. Discrepancies: 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. Grades: 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish grade. 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. Field Measurements: 1. Make all necessary measurements In the fleld to ensure precise fit of items In accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. 3. Exercise extreme core in excavating and working near existing utlllties. Contractor shall be responsible for damages to utilities which ere caused by his operations neglect. Diagrammatic Intent: The drawings are essentially diagrammatic. The size and location of equipment and fixtures ore drown to scale where possible. Provide offsets in piping changes in equipment locations as necessary to conform with structures and to ovoid obstructions or conflicts with other work at no additional expense to Owner. Layout: 1. Prior to installation, the Contractor shall stoke out oll pressure supply lines, routing and location of sprinkler heads, valves, bockflow preventer, and automatic controller. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping In the planted areas. Water Supply Connections to, or the installation of, the water •upply •hall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. DWGS\.PM\GP3\CDIGP3-SP2 H. Electrical Service: 1. Connections to the electrical supply shall be ot the locations shown on the drawings. Minor changes caused by site conditions shall be made ct no additional expense to Owner. 2. Contractor shall make 120 volt connection to the irrigation controllers. Electrical power source to controller locations shall be provided by others. 3.02 TIRENCHING A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrode. B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller, or as available when installed over structure. C. Provide minimum cover of 1 B inches for control wires, or as available when installed over structure. D. Provide minimum cover of 12 inches for non-pressure lines, or as available when installed over structure. F. Pipes Installed In a common trench shall have a 6 Inch minimum space between pipes. 3.03 BACKFILLING A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1 /2 inch in diameter. B. Backfill shall be tamped in 4-lnch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. Flooding in lieu of tamping is not allowed. D. Under no circumstances shall truck wheels be used to compact backfill. E. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas. 3.04 PIPING A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. B. Cutting or breaking of existing pavement Is not permitted. C. Carefully inspect all pipe ond fittings before installation, removing dirt, scale, burrs reaming. Install pipe with oll markings up for visual inspection and verification. D. Remove all dented end damaged pipe sections. E. All lines shall hove a minimum clearance of 6 inches from each other and 12 inches from lines of other trades. F. Parallel lines shall not be Installed dlrectly over each other. G. In solvent welding, use only the specified primer and solvent cement and make all Joints in strict accordance with the manufccturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds ct least 15 minutes setup time before moving or handling and 24 hours curing time before filling. H. PVC pipe shall be installed in a manner which will provide for expansion contraction as recommended by the pipe manufacturer. I. Centerload all plastic pipe prior to pressure testing. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. K. For plastic-ta-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except where noted otherwise. All plastic-ta-metal connections shall be made with plastic female adapters. L. All connections between PVC lateral lines shall be mode using Sch. 40 PVC fittings with compression adapters. All connections between drlpperlines to be made using compression fittings of manufccturer of the dripperline. Use no pipe dope, Teflon tape, primer or solvent cement on compression fittings. 3.05 CONTROLLER A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. B. The Irrigation Contractor shall be responsible for the final electrical hook up to Irrigation controller. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. 3.06 CONTROL 1'11RING A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route os the pressure supply lines whenever posslble. B. C. D. E. Where more than one wire is placed in a trench, the wiring sholl be toped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. All connections shall be of on approved type ond shall occur In o valve box. Provide an 18 inch serYice loop at each connectlon. An expansion loop of 12 inches shall be provided at eoch wire connection and/or directional change, and one of 24 inches shall be provided at each remote control valve. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. 3.07 VALVES A. Automatic control valves, manual valves, gate valvee, and ball valves are to be installed in the approximate locations indicated on the drawings. B. Valve shall be installed In shrub areas whenever possible. C. Install all valves as Indicated in the detail drawings. D. Valves to be Installed In valve boxes shall be installed one valve per box. 3.08 VALVE BOXES A. Valve boxes shall be Installed in shrub areas whenever possible. B. Each valve box shall be installed on a foundation of 3/4 inch grovel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops 1 /2 inch above the surface of surrounding finish grade in lawn areas and 2 inches obo1,1e finish grade in ground cover areas. 3.09 BACKFLOW PREVENTERS A. Install backflow preventer unit as indicated in the detail drawings. B. Install bock/low assemblies at locations approved in the field and at height required by local codes. C. Install wye strainers and pressure regulators on the backflow assembly. D. If backflow preventer Is Installed adjacent to a building, wall, or other obstruction, Install unit so that the test cocks are facing outward away from the obstruction. E. Install bockflow enclosure as recommended by the manufacturer. 3.10 SPRINKLER HEADS A. Sprinkler heads shall be Installed as Indicated on the drawings. B. Spacing of heads shall not exceed maximum Indicated on the drawings. C. Riser nipples shall be of the same size as the riser opening In the sprinkler body. D. Pop-up sprinkler heads shall not be Installed using side outlet openings. 3.11 MISCELLANEOUS EQUIPMENT A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. B. Quick coupler valves shall be set approximately 12 Inches from walks, curbs, header boards, or paved areas where applicable. C. Unless designed as an integral port of the irrigation head, anti-drain valves will be Installed under every head. The anti-drain valve will be the same diameter as the riser and be integral to the riser assembly. D. Install rain sensor as indicated on the drawings and as recommended by the manufacturer. 3.12 A. 8. 3.13 A. B. C. D. 3.14 A. B. C. D. FLUSHING THE SYSTEM Prior to installation of sprinkler nozzles, the valves shall be opened and a full head of water used to flush out the lines and risers. Sprinkler nozzles shall be Installed after flushing the system hos been completed. ADJUSTING THE SYSTEM Contractor shall adjust valves, align heads, and check coverage of each system prior to coverage test. If it Is determined by the Landscape Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be mode prior to any planting. The entire system shall be operating properly before any planting operations commence. Automatic control valves ore to be adjusted so that the sprinkler heads operate at the pressure recommended by the manufacturer. TESTING AND OBSERVATION Do not allow or cause any of the work of this section ta be covered up or enclosed until it hos been observed, tested ond accepted by the Landscape Architect, Owner, and governing agencies. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work Is ready for testing. When the sprinkler system Is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Landscape Architect. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system has been willfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accepted by the Landscape Architect and accomplished before sterling any planting. E. Final Inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.15 MAINTENANCE During the maintenance period the Contractor shall adjust and maintain the Irrigation system in a fully operational condition providing complete irrigation coverage ta a!I intended plantings. 3.16 COMPLETION CLEANING Clean-up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. END OF SECTION '' AS ~ BUILT'' REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNNG DIRECTOR AND DISTRICT ENGNEER PRIOR TO IMPLEMENTATION IN FIELD. 1 f James J. Ridge r.3 l:iii Lie. #2809 Q (Signature) ~~ (Date) ~ OF" CAI..IW RI D G E LANDSCAPE ARCHITECTS TEL !M9 2-18-9211 rAX !Ml 2-18 9215 ~&ay 16(v{oV DATE R.C.E. ______ _ REVIEWED BY: DATE BY DESCRIPTION APP'D INSPECTOR DATE REVISIONS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION SPECIFICATIONS GRAND PACIFIC PALISADES RESORT PHASE 3 APPROVED //%,fl /,2./'f. cfc) ~~=~~'-",C.,,'---"''----~------A S SISTA NT PLANNING DIRECTOR DATE OWN BY--=~-,'-- CHKD BY __ J_R __ _ FIELD BY PROJECT NO. CT 96-01 C.M.W.D. #96-509 DRAWING NO. 356-7P L8.2 .. SECTION 02950 LANDSCAPE PLANTING PART 1 -GENERAL 1.01 WORK INCLUDED A. Soil Preparation. B. Planting. C. Staking. D. Sodding. E. Clean up. F. Container Pot Planting. 1.02 RELATED WORK A. Section 02811 -Landscape Irrigation System. 8. Section 02970 -Landscape Maintenance 1.03 QUALITY ASSURANCE A. Source Quality: 1. Submit documentation at least 60 days prior to planting that all plant materials are available. Materials are subject to inspection after confirmation of ordering. 2. Materials are subject to inspection at place of growth and upon delivery, for conformity to specifications. Inspection, approval and rejection can also take place at other times during progress of work. 3. Request, in writing, inspection of plant materials at place of growth. Identify place of growth, and quantity af plants to be inspected. Inspection may be waived at the Owner's option. 4. As described in the planting notes for tree tagging ,the Landscape Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specifications prior to review by the Landscape Architect. Should trees not meet specifications at the time of review in person by the Landscape Architect, the Contractor may be required to reimburse the Owner at the Consultant's current billing rate. 1.04 SUBMITTALS A. Prior to installation submit for review and approval specifications and product information on items being used on project. Submit bound with list of items as cover sheet. 1 .05 DELIVERY, STORAGE AND HANDLING A. Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical onalysis, name, trade mork, and conformance to State low. B. Provide copies of receipts for all amendments specified in these specifications or in the Soils Report. C. Deliver plants with legible identification labels. Lobel trees, evergreens, bundles of containers of like shrubs and groundcover plants. State correct plant name and size indicated on plant list. Use durable waterproof labels with water-resistant ink which will remain legible for at least 60 days. D. Protect plant material during delivery to prevent damage to root boll or desiccation of leaves. E. Notify Owner 7 days in advance of delivery of plant materials and submit itemization of plants In each delivery. F. Stare plants in shade and protect from weather. G. Maintain and protect plant material in o healthy, vigorous condition. H. Exercise core In handling, loading, unloading and storing of plant materials. Replace damaged materials. 1.06 JOB CONDITIONS A. Perform actual planting only when weather and soil conditions are suitable In accordance with locally accepted practice. B. Coordinate this work of this section with installation of underground Irrigation system, utilities, piping and watering heads. 1.07 SAMPLES AND TESTS A. Owner reserves the right to take and analyze samples of materials for conformity to specifications. Provide samples for testing upon request. Remove rejected materials from site immediately upon rejection at no additional cast. Testing costs will be paid for by Owner if materials prove to be In compliance with specifications. B. Prior to amending sells, contractor shall hove soil tested for agricultural sultablllty as described in planting notes. City inspector must approve sail test recommendations prior to delivery of soil amendments on site. C. Provide 1 cubic foot sample of medium grind topping mulch to Owner and City Inspector for review and approval. 1.08 GUARANTEE A. Guarantee materials against poor, Inadequate, diseased and inferior materials and workmanship for one year after 90 day maintenance agreement expiration. PART 2 -PRODUCTS 2.01 MATERIALS A. The following organic, sail amendments and fertilizer ore to be used for bid purposes only. Specific amendments and fertilizer will be selected and specified ofter rough grading operations are complete and Contractor hos had soil samples tested. B. Provide standard, approved and first-grade quality materials, in prime condition when install,ed and accepted. Deliver commercially processed and packaged material in manufacturer's unopened containers bearing the manufacturer's guaranteed analysis. Supply a sample of all supplied materials accompanied by analytical data from an approved laboratory source illustrating compliance, or bearing the monufacturer'e guaranteed analysis. C. Organic Amendment: 1. Nitrogen Stabilized: 0.56 to 0.84 percent N based on dry weight for wood residual or rice hulls. 2. Particle Size: 95 to 100 percent passing 6.35 mm standard sieve; 80 to 100 percent passing 2.33 mm standard sieve. DWGS\JPM\GP31CDIGP3-SP3 3. Sollnlty: Ensure that saturation extract conductivity does not exceed 3.5 mllllmahs per centimeter ct 25 degrees C. as determined by saturation extract method. 4. Iron Content: Minimum 0.08 percent dilute acid soluble Fe on dry weight basis. 5. Ash: 0 to 6 percent dry weight. D. Soll Amendment: 1. Soil Sulfur: Agricultural grade sulfur containing minimum of 99 percent sulfur expressed oo elemental. 2. Iron Sulfate: 2D percent iron expressed as metallic iron, derived from ferric and ferrous sulphate, 10 percent sulfur expressed as elemental. 3. Calcium Carbonate: 95 percent lime as derived from oyster shells. 4. Gypsum: Agricultural grade product containing 98 percent minimum calcium sulphate. E. Fertilizer: 1. Planting Fertilizer: pelleted or granular form consisting of the following percents by weight and mixed by commercial fertilizer supplier: 6-nitrogen, 20-phosphoric acid, 20-patcsh. 2. Planting Tablets: Provide slow-release type with potential acidity of not mare than 5 percent by weight containing the following percents by weight of nutrients listed: 20-nitrogen, 10-phosphoric acid, 5-patosh, 2.6-combined calcium, 1.6-combined sulphur, 0.35-iron elemental from ferrous sulfate. Provide in 21 gram tablets manufactured by Agriform, or other approved. 3. Hydroseeding Fertilizer: provide ammonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphorlc acid, 0-potosh. 4. Pre-Sod fertilizer: Provide type consisting of the following percents by weight and mixed by a commercial fertilizer supplier: 16-hydrogen, 20-phosphoric acid, 8-potash. 5. Sulphate of potash: 0-0-50. 6. Single super-phosphate: Commercial product containing 18 to 20 percent avclloble Phosphoric Pentoxide, or other approved. 7. Urea formaldehyde: 38-0-0. F. Import or Amended Top Soil: Ensure slit plus cloy content of tap sail does not exceed 20 percent by weight, with a minimum 95 percent passing the 2.0 mm sieve. Do not allow the sodium absorption ratio SAR to exceed 6. The electrical conductivity (ECE) of the saturation extract cannot exceed 3.0 millimohs per centimeter ct 25 degrees C. Ensure boron content is less than 1 part per million as measured on the saturation extract. To ensure compliance with these requirements, submit samples of soil for analysis prior to, and following backfilling. G. Plant Materials: 1. Provide plant materials in accordance with State Department of Agriculture's regulation for nursery inspections, rules and ratings. Provide plants with a normal habit of growth, sound, healthy, vigorous and free from Insect Infestations, plant diseases, sunscalds, end other disfigurements. Ensure tree trunks are sturdy and have well hardened systems and vigorous and fibrous root systems which are not root or pot-bound. In the event of disagreement as to condition of root system, the root conditions of the furnished plants in containers will be determined by removal of earth from the roots of not less than two plants, or more than 2 percent of the total number of plants of each species or variety. Where container grown plants are from several sources, roots of not less than two plants of each species or variety from each source will be inspected. In the event that the sample plants inspected are found to be defective, the entire lot or lots of plants represented by the defective samples may be rejected. Plants rendered unsuitable for planting due to this Inspection will be considered samples and will be provided ct no cost to the Owner. 2. Size of plants will correspond with that normally expected for species and variety of commercially available nursery stock or as specified on drawings. The minimum acceptable size of plants measured before pruning with the branches in normal position, must conform with the measurements specified in plant list. If approved by The Owner, larger sized plants may be used, but without additional cost. If larger plants are approved for use, the boll of earth or spread of roots for each plant will be increased proportionately. 3. Plants not meeting requirements of these specifications ore considered to be defective whether in place or not. They must be immediately removed and replaced with new acceptable and approved plants of the required size, species and variety at no additional cost ta the Owner. 4. Pruning: Do not prune, trim, tap or alter the shape of trees or plants except as approved. 5. Provide plant material true to botanical and common name end variety as specified in Annotated Checklist of Woody Ornamental Plants in California, Oregon and Washington, published by University of California School of Agriculture (latest edition). 6. Nursery Grown and Collected Stock: Graw under climatic conditions similar to those in locality of project; container-grown stock in vigorous, healthy condition, not root-bound or with root system hardened off. Use only liner stock plant material which is well established in removable containers or formed homogeneous soil sections. 7. Sod: Provide Marathon. 8. Select trees which ore aesthetically desirable and ore good examples of the species. Trees with gashes, mishappen trunks or branches, topped leaders, structural defects, badly crossed branches, or other visual defects will not be accepted. H. Guying and Staking Materials: 1. Wood Tree Stakes: lodge pale pine, full treated iwth Coppernophthanate Wood Preservative in strict accordance with FS TT-W-572 Type I, Composition 8,2 Inch minimal normal size diameter by 10 feet long, no split stokes. 2. Ties: Provide 36 inch corded rubber tie as manufactured by Gro-Strait Products, wire end hose tie by Nunes Turfgross, or other approved. Provide rigid tie stock No. LP, 24 inches as manufoctured by VIT company or other approved. PART 3 -EXECUTION 3.01 INSPECTION A. Obtain certification that final grades ta 1/10 foot have been established prior to commencing landscaping operations. Provide for Inclusion of all amendments, settling, etc. Be responsible for shaping all planting areas as indicated on drawings or as required. B. Inspect trees, shrubs and liner stock plant material for ln),ry, insect infestation and trees and shrubs for improper pruning. C. Do not begin planting of trees until deficiencies are corrected or plants replaced. 3.02 PREPARATION A. Soll Preparation: 1. After proper finished grades have been verified or established, condition and fertilize soil In accordance with recommendations of soil testing laboratory and as approved by Owner and City Inspector. The following is for bid purposes only. Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller into top [6] inches of soil. Application rotes per 1,000 square feet: Nitrogen stabilized organic amendment - 16-6-8 Commercial Fertilizer - Agricultural gypsum - Sail sulphur - 6 cubic yards 15 Pounds 200 pounds 15 pounds 2. At time of planting, ensure that top 2 inches of all areas to be planted or seeded are free of stones. stumps, and other deleterious matter 1 inch in diameter or larger, and free from wire, plaster, concrete, wood, and similar materials which would cause hindrance to planting or maintenance. B. Final Grades: Make minor modifications to grade as may be necessary to establish required final grade. Ensure that finish grade provides proper drainage of the site and surface drainage is away from building. Final grades ore to be 1 inct, below adjacent paved areas, sidewalks, valve boxes, headers. clean-outs. drains, manholes, etc., or as shown on drawings or required by Architect. Eliminate erosion scars prior to commencing maintenance period. 3.03 JUTE MATTING A. Apply and incorporate fertilizer and amendments into the soil as specified prior to jute matting installation. B. Roll matting in the direction of the flaw of water and smooth and secure in place in all areas indicated on plans or as required by local jurisdictions. The material shall be applied without stretching and lie smoothly but loosely on the soil surface. In cases where one roll of matting ends and a second roll starts, the up-slope or up-channel piece shall be brought over the burled end of the second roll so that there is o 12 inch overlap. Where two or more widths of matting ore applied, side by side, the overlap shall be not less than 3 inches. C. Maintain jute matting until all work on the Project has been completed and accepted. Maintenance shall consist of the repair of eroded areas and the repair or replacement and restapllng of loose or undermined matting, including reseeding and bedding. D. Make check slats before the matting is rolled out: For drainage channel installation, dig a narrow trench, min. 8" wide X 8" deep, perpendicular to the direction of the flow. Fold jute, the same width as the trench, press into trench and bury with sail. Location of check slots shall be a maximum of 50 feet apart. For slope installation, dig a narrow trench, min. 8" wide X 8" deep, along the top end toe of the slope. Fold jute, the same width as the trench, press Into trench and bury with soil. E. Overlap which runs parallel to the direction of the flow in channel bottoms shall be stapled at 2-inch intervals. Outside edges, centers and overlaps on banks shall be stapled across the channel at 6-inch intervals. F. Spread loose topsoils over outside edges to allow for smooth entry of water. G. Top dress jute area with a thin layer of topsoil. After the top dressing, the yarns shall still be visible. H. Install plant material through matting. I. Any clods, which hold the Jute off the ground shall be stomped Into the sell. Force ),te matting down into any depressions and hold there with a staple. J. The matting shall completely covered ell areas as shown. Overlaps must be ample and well stapled. Lay matting smoothly, loosely, and in continuous contact with the sell surface at all points. 3.04 PLANTING INSTALLATION 4. Provide excavated holes with vertical sides with roughened surfaces and of a size twice the diameter and 1-1/2 times the depth of the root ball for all trees and shrubs. 5. Remove bottom of plant boxes before planting. Remove sides without damage to root boll after positioning pion\ and partially backfilling. 6. Center plant in pit or trench. 7. Face plants with fullest growth into prevailing wind. 8. Set plant plumb and hold rigidly in position until soil hes been firmed around boll or roots. 9. Backfill for container plants to be: 6 ports by volume on-site soil 4 ports by volume organic amendment 1 pound 6-20-20 fertilizer mix/cu. yd. of mix 2 pounds iron sulfate per cubic yard of mix Note: The above is for bid purposes only. Specific backfill recommendations are made as o result of the soils testing described on the planting pion. 10. Raise all plants which settle deeper than the surrounding grade. After plant has been placed, add sufficient bock fill to hole to cover approximately 1 /2 of root ball. Add water to the top and thoroughly saturate root ball end adjacent soil. 11. After water hos completely drained, place planting tablets (21 gram unless otherwise noted): 1 5 gram tablet per plug of flatted groundcover 1 tablet per 1-gollon container 2 tablets per 5-gallon container 3 tablets per 15-gallon container 4 tablets per 24 inch box 5 tablets per 30 inch box 6 tablets per 36 inch box 7 tablets per 42 Inch box B tablets per 48 inch and larger boxes Set planting tablets with each plant on top of root ball while plants are still In their containers so the required number of tablets con be verified. 12. Backfill remainder of hole and tamp firm. Construct an earthen basin around each plant after backfilling. Provide basin of depth sufficient to hold at least 2 inches of water. Construct basins with amended backfill. Remove basin in all turf areas ofter initial watering. 13. Limit pruning to minimum necessary. Remove Injured twigs and branches. Pruning may not be done prior to delivery of plants. Point cuts over 3/4 inch in diameter with tree point. 14. Stake trees immediately after planting. Install stokes plumb. 15. Do not bring iron sulfate into contact with concrete surfaces due to potential staining. Contractor is responsible for cleaning or replacing stained surfaces. E. Planting Groundcover: 1. Ensure that groundcover remains In the flats until transplanting. Flats' sell must contain sufficient moisture so it will not fall apart when lifting plants. 2. Plant groundcovers in straight raws evenly spaced unless shown otherwlse1 and at intervals required by drawings. Use triangular spacing unless otherwise noted on drawings. 3. Plant each rooted plant with its proportionate amount of flat soil. Immediately sprinkle after planting until entire area is soaked to full depth of each hole. Protect plants from damage and trampling. F. Sod Planting: 1. Remove rocks, weeds, debris from areas to be sodded. Work up soil to o depth of 6 inches, and break up all clods. 2. Carefully smooth all surfaces ta be sodded. Roll area to expose soil depressions or surface irregularities. Regrade as required. 3. Spread turf fertilizer 16-20-0 onto soil evenly at rate of one pound per 100 square feet of lawn area. Rake in lightly. Be sure soil is level and smooth before laying sod. Avoid laying sod on bone dry soil. 4. Lay first strip of sod slobs along a straight line use a string in irregular areas. Butt Joints tightly, do not overlap edges. On second strip, stagger Joints much as In laying masonry. Use o sharp knife to cut sad to fit curves, edges, sprinkler heads. 5. Do not lay whole lawn before watering. When a conveniently large area hos been sodded, water lightly preventing drying. Continue to lay sod, and to water until installation is complete. 6. After laying sod, roll lightly to eliminate Irregularities and to form good contact between sod and soil. Avoid heavy roller or excessive initial watering which may cause roller marks. 7. Water thoroughly the completed lawn surface. Soil should be moistened at least 8 inches deep. Repeat sprinkling or regular intervals to keep sod moist at all times until rooted. After sod is established, decrease frequency and increase amount of water per application as necessary. 8. Replace all dead or dying sod with equal material. G. Container Pot Planting: 1. If not specified, submit annual color choices to Owner for approval. 2. Place plants and liners as required. 3. Backfill pot to within 1 inch of rim with a thoroughly mixed blend of: 4 cy washed plaster sand, 3 cy peat moss, 3 cy fiNe nitrolized fir bark, 4 lbs Calcium Carbonate lime, 4 lbs Dolomite lime, 20 lbs 6-20-20 fertilizer, 1 lb Iron sulfate. Amounts are for 10 cy. H. Mulch Cover: Dress all groundcover, perennial and annual beds with 3" layer of mulch, except 3: 1 slopes and turf areas. 3. Steel Guy Anchor: provide 3/4 inch diameter by 36 inch steel vane as manufactured by Maxwell Steel Company, or other approved. 3.05 CLEAN-UP 4. Guying Hardware: Wire-pliable 9 gouge galvanized; hose 1/2 inch new rubber; turnbuckles -galvanized or dip painted, size as required; safety sleeve -1 /2 inch white pvc full length of wire. I. Tree Paint: Provide Morrison Tree Seal, Cabot Tree Point, or other approved. J. Water: Provide clean, potable water. K. Mulch: Provide medium grind bark such as supplied by Blue Ribbon Nursery (714 )633-3666, consisting of fibrous, woody bark mixture of varied particle size such that 90 to 100 percent passes 1 inch sieve, 80 to 100 percent posses 1/2 inch sieve, and 20 to 60 percent posses 1/4 inch sieve, or approved equal. L. Wood Heoderboordo: 1. Provide 2 inch by 4 inch pressure treated Douglas fir or redwood construction grade headerboards. Make splices with 1 inch by 4 inch pieces no less that 12 inches long. Place 1 inch by 3 Inch by 16 inc stakes at intervals of not more than 5 feet. Cut stokes level and set below top headerboards. 2. On sharp turns and curves, four 1 /2 Inch by 4 inch laminated boards, or two 1 inch by 4 inch laminated boards may be permitted. 3. Nail stokes and splices with galvanized common nails. Nail as required for solid installation. 4. Provide headerbocrds as shown on drawings, laid true to line and grade. protect in-place adjacent improvements, shrubbery and other properties. Place stakes on ground cover sod of headerboords. M. Sand: Provide washed slllco sand. N. Root Barrier: UB24-2 by Deep Root Carp., (714)898-0563. Install with grovel backfill option per manufacturers specifications. A. General: 1. Perform actual planting only during those periods when weather and soil conditions ore ouitoble and in accordance with locally accepted practice, cs approved. 2. Distribute in planting areas only as many plants cs con be planted and watered that some day. 3. Ensure that containers which are opened and plants removed ore handled with care such that boll of earth surrounding roots is not broken and that plants ore planted and watered immediately. Do not open containers prior to placing plants in planting areas. 4. The irrigation system shall be operational and approved prior to planting. B. Pre-Plant Weed Control -NOT APPLICABLE 1. Use o non-selective systemic contact herbicide as recommended and applied by on approved licensed landscape pest control advisor and applicator. Leave sprayed plants intact for at least 15 days. 2. Clear and remove these existing weeds by mowing or grubbing off all plant ports at least 1 /4 inch below surface of soil over entire areas to be planted. 3. After irrigation system is operational, apply water for 5 to 10 days as needed to achieve weed germination. Apply contact herbicides and wait cs needed before planting. Repeat as required. 4. Maintain weed free site until acceptance by Owner. C. Lay-Out: Mork locations for plants and outlines of areas to be planted before any plant pits ore dug. Goin Owner approval. If underground construction or utility lines ore encountered in the excavation of planting areas, other locations for planting may be selected by Owner. Accomplish layout with flagged grade stakes indicating plant names and specified container size on each stake. Confirm location and depth of underground utilities and obstructions. D. Planting of Trees and Shrubs: 1. Strip and stack approved excavation for planting which ls encountered within areas for trenches, tree holes, plant pits and planting beds. 2. Remove from site excess soil generated from planting holes and not used for backfllllng. 3. Protect areas from excessive compaction when trucking plants or other materials to planting areas. A. After all planting operations ore complete, remove all trash, excess sail, empty plant containers, and rubbish from the property. Repair scars, ruts and other marks in the ground and leave ground in a neat and orderly condition. B. Leave the site In o broom-clean condition, and wash down all paved areas within the project site. Leave walks in a clean and safe condition. 3.06 OBSERVATION SCHEDULE A. Notify Owner in advance for the following inspections, according to the time specified: 1. Pre-Job conference -7 days. 2. Final grade review -48 hours. 3. Plant material review -48 hours. 4. Plant layout review -48 hours. 5. Soil preparation and planting operations; one tree with each type of specified staking -48 hours. 6. Pre-maintenance -7 days. 7. Final inspection -7 days. B. If Owner authorizes o party other than the Landscape Architect to make scheduled inspections, present Landscape Architect with evidence of such inspections. C. No site visits shall commence without all items noted in previous observation reports either completed or remedied unless such compliance has been waived by the Owner. Failure to accomplish punchlist tasks or prepare adequately for desired inspections shall make the Contractor responsible for reimbursing the Owner ct Consultants current billing rote per hour pluo transportation costs. No further inspections shall be scheduled until this charge has been paid and received by the Owner. APPROVED FOR PLANTING AND END OF SECTION IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. '' AS BU IL T'' REVISIONS MUST BE APPROVED BY PUBLIC I--IEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IM='LEMENT A TION IN FELD. CITY OF CARLSBAD PLANNING DEPARTMENT IISH.~S I JS ~~ Jomes J. Ridge\ <'! )i! Lio. #2809 0j (Signature) ~,'-. ----;:::-:--.----/'. (Dote) ~ OF' CAL\~ RI D G ~ LANDSCAP ARCHITECTS TEL 949 248-9211 FAX 949 248 92I~ ~N¾u 10/-1--&m DATE R.C.E. ______ _ REVIEWED BY: INSPECTOR DATE DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE PLANTING SPECIFICATIONS GRAND PACIFIC PALISADES RESORT PHASE 3 - APPROVED=--£~_1) ltl..-1'1~ ASSISTANT~~Nc:-IN,;:G~D:-clR::-:Ec-;Cc::T"""OR:::----u DATE OWN BY_..-'~='~-- CHKD BY_..::J:::Rc_ __ FIELD BY PROJECT NO. CT 96-01 C.M.W.D. #96-509 DRAWING NO. 356-7P L8.3 SECTION 02955 PALM TREE PLANTING AND MAINTENANCE PART 1 GENERAL 1.01 WORK INCLUDED A. Palm trees. B. Pruning. C. Removals, backfill. D. Maintenance. 1.02 RELATED WORK A. Section 02811 -Londscope Irrigation. B. Section 02970 -Landscape Planting C. Section 02950 -'-Landscape Planting 1 .03 QUALITY ASSURANCE A. Source Quality Control: 1. Submit documentation to Landscape Architect at least 60 days prior to planting that all plant materials ore available. Contractor is responsible for all palm tree moterials listed on plant list. Substitutions due to unavailability must be requested in writing prior to confirmation of ordering. All materials ore subject to Inspection by Landscape Architect at any time ofter confirmation of ordering. 2. Plants are subject to observation end approval of Landscape Architect at place of growth. 1.04 GUARANTEE A. Newly planted palm trees shell be guaranteed against any and all poor, inadequate, or inferior plant materials, and workmanship for two years following planting and acceptance by Owner. B. During the guarantee period, any material found dead or not in a satisfactory growth condition shall be removed from the site. C. These trees and disturbed improvements shall be replaced at no added expense to the Owner, with the some variety end size as originally designated. Palms and oil disturbed areas shall be guaranteed far two years from time of planting and re-planting to the satisfaction of the Owner. 1.05 OBSERVATIONS AND PERMITS A. Observation 1. Notify Owner's representative minimum of 72 hours in advance of observations to schedule required inspections. 2. All palms are to be inspected by o palm expert for disease prior to their preparation for removal from growing site. Contact, schedule and pay for this inspection at no extra cost to the Owner. The inspection will toke place from ground level with field glasses. If disease is suspected provide a man lift for closer inspection at no extra cost to the Owner. 3. The palm expert shall be Dr. Henry Donselman (619 / 679-73B4) unless otherwise approved in advance by Owner's authorized representative. 4. All palms will be observed by the Landscape Architect for height, girth, and overall form in meeting design intent. Said observation and approval does not constitute a review of the palm's health, vigor, and required health-free state, for which the Contractor is solely responsible. 5. The landscape Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specification prior to review by the Landscape Architect. Should tree not meet specification at the time of review in person by the Landscape Architect, the Contractor moy be require to reimburse the Owner at the Consultant's current billing rate. 6. Observations are as follows: Observation Observation of trees at source Observation of planting locations on site prior to digging pits Observation of palm on site prior to planting for verification of conformance to plans and specifications Observation of condition of equipment and typical planting operations (1st planted palm) Pre-maintenance observation Observation at end of maintenance period B. Permits Palm Tree Expert X Contact: 1. Provide all necessary permits at no additional costs to Owner. Owner's Representative X X X X X 1.06 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS 1.07 A. Exercise extreme care In excavating planting or working near existing utllltles or irrigation systems. B. Be responsible for damages to utilities which are caused by work operations or neglect. C. Check utility drawings and as-built plans for utility and irrigation locations. D. Replace all plant materials disturbed by excavation or palm tree will be replaced will not require replanting. planting of groundcover or turf with existing. JOB CONDITIONS planting. Plant-pit area where After tree is in place, blend A. Perform actual planting only when weather and soil conditions ore suitable In accordance with locally accepted practice. B. Do not plant palm between October 31 and April 1, unless the approved palm expert provides written recommendation to do so, and unless this recommendation is approved in advance by the Owner. 1.0B SAMPLES AND TESTS A. Landscape Architect reserves the right to toke and analyze samples of materials for conformity to specifications at any reasonable time. B. Provide samples upon request by Landscape Architect. C. Rejected materials shall be immediately removed from the site at Contractor's expense. D. Cost of testing of materials not meeting specifications shall be paid by Contractor. PART 2 PRODUCTS 2.01 PALM TREE DESIGN STANDARDS A. All palm trees are to be of uniform quality and appearance, matching representative sample approved by Landscape Architect. B. Trunk condition shall be free of any scarring or blemishes. Contractor to clean trunk and form pineapple per specifications. C. Brown trunk height shall be per Drawings. D. Trunk diameter per heights stipulated In the drawings shall not vary more than 25 percent. DWGS\JPM\GP3\CD\GP3-SP4 2.02 PALM BACKFILL SOIL A. Backfill mix shall consist of washed concrete sand, and silt plus cloy content of this soil shall not exceed 20% by weight with a minimum 95,C passing the 2.0 millimeter sieve. The sodium absorption ratio (SAR) shall not exceed 6 and the electrical conductivity (ECE) of the saturation extract of this soil shall not exceed 3.0 millimhos per centimeter at 25 centigrade. The boron content of this sand shall be no greeter than 1 pm as measured on the saturation extract. In order to insure conformance, submit samples of the import sand to the soils laboratory for analysis prior to backfilling and submit report to Owner's representative. 2.03 FERTILIZER A. After 14 days, then monthly, spray the frond (foliar drench) with the following mixture. No compound should exceed its recommended rate. The following rates are for a 100 gallon tank mix. 1. Kocide• 101 w.p. (3/4 lb.) or Monzate .. -1 qt. / 100 gallons. 2. W.R. Grace's Mlnor-Gro (1 /2 cup) 3. Hydrated urea (5 cups or 2-1/2 lbs.) 4. Spreader Sticker -8 oz. "Basic H" 5. 1 lb. Ben late / 100 gallons of water 6. Option: Add a general insecticide to prevent insect larva infestation. (We hove dropped the insecticide in our mix due to the increased environmental and health risks.) All rotes ore recommendations only. Do not exceed label directions. Be sure to follow all label instructions. B. Fertlllzer will not be used at time of planting. After four weeks, use a light application of "Wood Ace Palm Special" available from W.D. Young (619 / 347-7906) approximately 6 lb. nitrogen per tree lightly cultivated into the soil. PART 3 EXECUTION 3.01 PALM TREE SOURCE AND PREPARATION FOR PLANTING A. Obtain source of palms for Inspection and approval by Palm Tree Expert and Landscape Architect. B. Submit documentation and permits (if required) that the source of palm trees Is approved. Obtain palms from an approved source and replace or repair damage from palm tree removal. C. Palms collected for planting shall be grown under climatic conditions similar to those In locality of project. D. Palms shall be inspected by the Palm Tree Expert to Include health, defrondlng, tying and palm removal. Any palms rendered unsuitable for planting because of this inspection shall not be used. Reinspection of suitable palms will be at the Contractor's expense. E. All palms must be togged, Inspected, and approved by the Palm Tree Expert and by Landscape Architect for planting prior to shipment and installation. F. Defronding and Tying: 1. In preparing palm trees for relocation, all dead fronds shall be removed and the entire trunk diamond cut clean to the height of green fronds. Care shall be taken to prevent Injury to the trunk of the tree. Green fronds below a horizontal position shall be neatly cut off leaving a 4 Inch stub. 2. All remaining fronds above horizontal shall be lifted up and tied together around the crown in an upright position. Due caution shall be token not to bind or injure the crown. A lightweight rope or cord not less than 1 /4 inch in diameter shall be used In tying up the fronds; wire will not be permitted. After tying, the tips of the fronds shall be hedged off above the crown approximately 1/3 to 1/2 of the frond length. Defrondlng and tying work shall be completed prior to digging the rootboll. Submit documentation that palms hove been reviewed by the palm tree expert and that they are disease free. G. Digging the Rootball: 1. 'Mien digging out the rootball, no excavation shall be done closer than 24 Inches to the trunk at ground level and the excavation shall extend below the major root system to a minimum depth of 6 feet. The bottom of the rootball shall be cut off square ond perpendicular to the trunk below the major root system. Under no conditions shall the Contractor cut down the size of the rootball in width or depth. 2. The Contractor shall not freefall, drag, roll, or abuse the tree or put a strain on the crown ct any time. A protective device shall be used around the trunk of the tree while lifting and relocating so as not to scar or skin the trunk In ony way. This device shall consist of either a rubber or leather sling mode out of timbers sufficiently sized to withstand cable/choker pressure. At no time will trees be bolled out and laid on the ground with rootboll left exposed to direct sunlight and air. The rootball shall be kept moist and shaded at all times. 3. Palms shall not be stockpiled for replanting. 3.02 PLANTING OF PALMS A. Excavation for planting shall include the stripping and stocking of all acceptable topsoil encountered within the areas to be excavated for the tree holes. B. Excess soil generated from the planting holes and not used as backfill or In establishing the final grades shall be removed from the site. C. Protect oil areas from excessive compaction when trucking plants or other material to the planting site. D. Center palm in pit or trench; align with other palms. E. Set palm plumb end hold rigidly in position until sand has been watered in around roots. The sand needs to be washed into voids around roots to achieve a good Interface. F. All excavated holes shall hove vertical sides with roughened surfaces and shall be of a size that Is twice the diameter and 24 inch minimum to 4 foot maximum deeper in the ground then the palms originally stood. G. Root-growth stimulant shall be applied when the backfilling Is between 1/2 to 2/3 up the rootball. Application rate shall be one ounce of "Basic H" and 2 tablespoons of "Stem" in a 5 gallon bucket of water. Stimulant shall be poured full strength equally distributed around the rootboll, and watered in thoroughly. 3.03 CLEANUP A. Following planting work, all remaining excavation shall be backfilled and compacted in accordance with the requirements of the Landscape Architect. Burying of debris In holes will not be permitted. All excess soil and debris from the relocation work shall be disposed of off the site by the Contractor. This site shall be left neat and clean to the satisfaction of the Owner. 3.04 MAINTENANCE A. Be responsible for maintenance and guarantee of all installed new palms and existing palms to the satisfaction of the Owner. 1. Maintenance will Include, spraying to control or prevent disease and weekly water management to include soil probing and maintenance of sump clean-out pipe and palm tree pruning. 2. Pruning shall be done with reciprocal saws (chain saws will not be allowed). 3. Sow blades will be sterilized between each tree with 50% household bleach and 50% water for five minutes. 4. Pruning will be done to maintain a neat appearance as approved by the Landscape Architect. 5. Proposed pruning schedule Is to be submitted to the Landscape Architect for approval. B. The spring after planting, loosen but do not fully remove rope around fronds. Fully remove rope at end of summer, 60 days ofter planting. PART 1 GENERAL 1.01 SECTION INCLUDES END OF SECTION SECTION 02970 LANDSCAPE MAINTENANCE A. [90] day maintenance. B. Weeding. C. F ertllization. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. [Section 02B11 -Landscape Irrigation.] B. [Section 02955 -Palm Tree Planting and Maintenance.] C. [Section 02950 -Landscape Planting.] D. [Section 02514 -Portland Cement Concrete Paving.) 1.03 QUALITY ASSURANCE A. Provide services by on experienced landscaping maintenance company. 1.04 MAINTENANCE PERIOD A. Continuously maintain all site areas Involved In this contract during the progress of work and during the maintenance period until final acceptance of the work by Owner. Improper maintenance or possible poor condition of the project at the termination of the scheduled maintenance period may cause postponement of the final completion dote of the Contract at no additional cost to Owner. Continue maintenance until acceptable to the Owner. B. Provide sufficient numbers of workers and adequate equipment to perform work during maintenance period. C. Maintenance period does not start until all elements of construction, planting, and irrigation for the complete project are in accordance with the contract documents for th is project. D. Request an inspection to begin maintenance period ofter all planting and related work hos been completed in accordance with contract documents. Maintenance period commences as described in written notification by the Owner. E. Prior to commencement of maintenance period, ensure that oil ground covers and lawn areas have been planted and that all lawn areas show an even, healthy stand of grass seedlings or sod, grass having been mown twice. F. Any day or days that there is failure to properly maintain plantings, replace suitable plants, perform weed control or maintain hordscope areas will not be credited as port of the [90) days maintenance. The project will not be segmented into maintenance phases. G. Keep paved areas free of silt, dirt, leaves and other planting area debris. Maintain these areas at least broom clean through the duration of the maintenance period, cleaning no less often than once per week. 1.05 GUARANTEE AND REPLACEMENT A. Guarantee: Guarantee plant material against any and all poor, inadequate or inferior materials and workmanship for one year. Replace plants found to be deed or in poor condition due to faulty materials or workmanship, at no extra cost to Owner. B. Replacement: Replace materials found to be dead, missing or In poor condition during the maintenance period immediately. The Owner is the sole judge of the acceptability of condition. Make replacements of materials within 15 doys ofter condition develops or written notification from Owner has been sent. Owner has the right to make emergency repairs without releasing Contractor's guarantee and warranty to Owner. 1. 06 INSPECTIONS A. Request normal progress Inspection at least 72 hours In advance of on anticipated inspection. Inspections are as follows: 1. Immediately prior to commencement of this maintenance work. 2. Completion of first [90) day maintenance period. 3. Final acceptance. 1.07 PROJECT FINAL ACCEPTANCE A. Prior to dote of final Inspection, acquire approved reproducible prints and finally record from the job record set, all changes mode during construction and deliver them to Owner. B. Deliver guarantees to Owner. PART 2 PRODUCTS 2. 01 MATERIALS A. Ensure that all materials conform to other sections of these specifications for planting and irrigation, and as acceptable to Owner. 8. Provide monthly record of all herbicides. insecticides and disease control chemicals used on site. PART 3 EXECUTION 3.01 MAINTENANCE A. Weed and cultivate all areas at Intervals of not more than [10] days. B. Perform watering, mowing, rolling, edging, trimming, fertilization, spraying, pest control, end cleaning as may be required. C. Street gutters and curbs are to be included. D. Maintain adequate protection for people and property, and be financially responsible for damages and injuries. Notify Owner immediately should damage occur as a result of maintenance operations and provide repair or remuneration os required by Owner. E. Between the 15th and 20th calendar day of the maintenance period, reseed or resod all spots or areas within the lawn where normal turf growth is not evident. 3.02 TREE AND SHRUB CARE A. Watering: Maintain a large enough water basin around plants so that enough water con be applied to establish moisture through the major root zone. When hand watering, use a water wand to break force of water. B. Pruning: C. D. E. F. G. 1. Prior to any pruning obtain written approval from the Owner to proceed. 2. Trees: a. Propose tree pruning to the Owner should there be health or structural reasons for doing so, including the need to eliminate diseased or damaged growth, eliminate structurally unsound growth, reduce potential for wind toppling or wind damoge,or maintain growth within limited space. b. If requested by the Owner provide pruning for aesthetic enhancement according to "Pruning" by Sunset Books. c. Major pruning of deciduous trees shell be during their dormant season. 3. Shrubs: a. The objectives of shrub pruning ore the same as for trees. Do not clip shrubs into bolled or boxed forms unless such is required by the design. b. Make pruning cuts to lateral branches or buds or flush with trunk. Stubbing will not be permitted. Stoking and guying: Ensure that stokes and guys remain in place through acceptance ond monitor to prevent girdling of trunks or branches and to prevent rubbing that causes bark wounds. All nursery stokes shell be removed. Weed control: Keep all areas free of weeds. Use recommended legally approved herbicides. Avoid frequent soil cultivation that destroys shallow roots. Use mulches per specifications to help prevent weed seed germination. Insect and disease control: Maintain a reasonable control with approved materials. Fertilize as specified by the agronomic soils testing recommendations and as follows far bid purposes: 1. Commencement of maintenance period -[6) pounds per 1,000 square feet with top dress fertilizer. 2. 3. 4. At end of first [30] days of maintenance period -[6] pounds per 1,000 square feet with top dress fertilizer. At end of maintenance period and at [30] day Intervals should maintenance period be extended for any reason -[6) pounds per 1,000 square feet with L fertilizer J mix. Avoid applying fertilizer to the root ball and base of main stem; rather, spread evenly under plant to drip line. Rotes will vary from about a cup of nitrate fertilizer (depending upon nitrogen percentage) around o newly installed small plant to about 1/2 pound of actual nitrogen per inch of truck diameter measured four feet from the ground for mature trees. Replacement of plants: Replace dead, dying and missing plants with plants of a size, condition and variety acceptable to Owner at no additional cost to the Owner. 3.03 GROUND COVER CARE A. Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or with selective systemic herbicides. Hoe weeds as little as possible since this may result in plant damage. B. Watering: Water enough that moisture penetrates throughout root zone and only as frequently as is necessary to maintain healthy growth. C. Trash: Remove as it accumulates, but no less often than weekly. D. Edging and trimming: Edge ground cover to keep In bounds. E. Replace dead and missing plants at no oddltlonal cost to the Owner. 3.04 LAWN AND TURF CARE A. Turf must be well-established prior to final acceptance. B. Watering: Water lawns at such frequency as weather conditions required to replenish soil moisture below root zone. C. Weed control: If needed, control brood leaf weeds with selective herbicide•. D. Mowing: 1. Perform mowing at such times of the day or week as may be requested by the Owner so as not to impede the Owner's operations. Mowing times may be at times other than normal working hours or days. Perform work at Owner's convenience at no additional cost to the Owner. 2. Cleon up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment In lieu of sweeping or vacuuming is not acceptable. E. Renovating: 1. If required, remove thatch by verticutting,preferobly in the Fall of the year, but otherwise in the Spring. At this time, fertilize with nitrate and over-seed if needed. Over-seeding must precede pre-emergent herbicides by at least 4 to 6 weeks. Normally, this means that lawns which have been invaded by crabgrass would be renovated and over-seeded In the Fall and treated for crabgrass control i the following late Winter. 2. Cleon up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. 3.05 IRRIGATION SYSTEM A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out ofter removing the lost sprinkler head or two at each end of the lateral. Adjust heads cs necessary for unimpeded coverage end no oversprcy. B. Controllers: Set and program automatic controllers for seasonal water requirements. Give Owner a key to controllers and Instruction on how to turn off system in case of emergency as specified in other sections of these specifications. C. Repair oil damages to irrigation system at no additional cost to the Owner. Make all repairs within one watering period. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. '' AS BU IL T'' ~fvjj ~T REVISIONS MUST BE APPROVED BY PUBLIC 1-<EAL Tl-< ENGINEER, ASST. PLANNNG DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT ISH~S l '/6'; ~~ James J. Ridge ~' Lie. f2809 Q (Signature) u>_,. '/')-... (Date) ~ <' CALI~ RI D G E LANDSCAPt:: ARCHITECTS TIL 941 248-9211 FAX 949 248 9215 m~ R.C.[. ___ _ REV!.W.C BY: DATE INSPECTOR DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE PLANTING & MAINT. SPEC'S GRAND PACIFIC PALISADES RESORT /J PHASE 3 ASSISTAN'f' PLANi,t1NG DIRECTYI OWN BY--=-""--CHKD 9y __ J_R __ _ FIELD BY PROJECT NO. CT 96-01 C.M.W.D. #96-509 DRAWING NO. 356-7P L8.4 I ' 0 -I ::c (.) 1- <C :::E DWGS/ JPM/GP3/CONST-CHNG/GP3-CPI / / / /f/ ~ ,#/ f/ Q /~ /f// ~~ / 1/ ~ F 2 \ b. / / / ELECTRICAL , !~ TRANSFORI\/ER .;8 LOCATION - REFER TO ELECTRICAL PLANS / FOR CONSTRUCTION LEGEND AND NOTES, SEE SHEET Ll.2 (3). / / / FOR CONSTRUCTION DETAILS, SEE SHEETS L3.I (6) THROUGH L3.3 (8). FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L8.I (14). UILDING 'D' EXPANSION 0 5 10 20 40 ' ,)' ,, 60 / ,,..;;/' '/ EA CON SEPARATE P ND PACIFIC PALI / RESORT -PHASE 3A ttttn-J_Lr EDGE OF EXISTING POOL POOL DECK i'EW SCORELl'IES TO ALIGN WITH TING I I .. ~ ,. ! ,,,.,,. i!l]IJffk~"]J, ........ !,.,_""' ~-·,,1 ••. ,,t---t,,,,,~--t~--jrn,, ' I ~ , ddwJ,~,J; ! J'""Im l "B,uu ! BUILDING 'C' EXISTING • W• C··•cccC •• ,. <fo 00 8124/0I RS TWALLSREMOVEDATLNTPATIOS/SCORELll'E ~ CITY OF CARLSBAD l',!!R'"""l-'...,,,,.SP"""A'-C'--'NG"'-DEC=REA=S:D=-c=ONCC-C-ALL==SITE~PA=V~NG~~-----1------1 L__!_!__J PLAN NI NG DEPARTMENT 0 SHEETS .,~ ~~ f Jame, J, Rldg~ ~ LI , #2B09, Qi '0/19102 RS CO',ISTRL,CTION Q-IMGE AT TOT LOT~ FMt.'I' POOL A~A ;::::::::=~===:::::::::::::=::==:::::::::::::::::::::::::::::===='-'===~ LANDSCAPE CONSTRUCTION PLAN GRAND PACIFIC PALISADES RESORT PHASE 3 RI D G E LANDSCAPE ARCHITECTS TEL 949 248-9211 FAX 949 248 9215 >---+-+--------------t----1 1i~~E2::k« /-/3 ~03 ,__-+-+----------------1----1 -=As=-s=-=1s--'-TA-NT~P,..LA,,.,NNL,IN-G~D1=RE=cr=o=R---DATE e----+-+----------------1-A-PP-'D--, OWN BY---'':'-- >-'D:::,AT:,:,E__c_,:_cBY-"--____ _:::DE=SC=R"--IPT:,:,::10"'-N -----~---, CHKD gy_J_R __ REVISIONS RELD BY PROJECT NO. CT 96-01 DRAWING NO. 356-7P I I I 011503 CONSTRUCTION LEGEND @ (?) ® ® © © @ @) ® CONSTRUCT CONCRETE PAVNG PER DETAL 8, SHEET L3.I CONSTRUCT CONCRETE BAND PER DETAIL C. SHEET L3.I CONSTRUCT EXPANSION JOINT PER DETAIL A, SHEET L::.J CONSTRUCT CONCRETE CONTROL JONT PER DETAIL A, SHEET L3.I CONSTRUCT COLD JOINT PER DETAIL A, SHEET L3.I NOTE• COLD JOINT OCCURS WHEREVER NEW CONICRETE ADJOINS PREVIOUSLY POURED CONCRETE. SURFACES TO MEET FLUSH. CONSTRUCT CONCRETE CUl28 AT TOT LOT EDGE PER DETAL J, SeEET L3.I CONSTRUCT CONCRETE MOW CURB PER DETAIL D, SHEET L3.I CONSTRUCT 'RITTEl<ING' TURF PAVNG PER DETAIL E, SHEET L3.I. CONSTRUCT RUBBERIZED SURFACING PE:!< DETAIL F, ShEET L3.I. CONSTRUCT REDWOOD HEADER PER DETAIL G, SHEET L::.J. INSTALL DECOMPOSED GRANITE PAVING PER DETAIL H, SeEET L3.I. CONSTRUCT CMU PLANTER WALL PE:!< DETAIL I, SHEET L3J. CONSTRUCT FREE-STANDING CMU WALL PER DETAL K, SHEET L::.J. CONSTRUCT POURED IN PLACE CONCRETE SIGN WAUL PER DETAIL 0, SHEET L3.2. CONSTRUCT 5' ~-TUBULAR STEEL FENCE PER DETAIL M, SHEET L3.2. CONSTRUCT WOOD OVERHEAD PER DETAL L, SHEET L3.2 CONSTRUCT METAL GA TE PER DETAIL M, SHEET L3.2. l'-9" --- 35' ------ 35' w 2 @ ® ® ® CONSTRUCT SHUFFLEBOARD COURT SURFACING AND STRIPING PER DETAIL S. SHEET L3.3. EE®-1 ----------6--o,--,--o,-- rnm:r:1,.rn,rn t... .. . . I . . . . . . . .. . . . ............ ............ ............ • I . • • • • • • • • • t•I ... , .. ,., .. , .... ···-··········· ... , .. ,., .. , ... . ..... , ....... , . ... , .... , ...... . ............... r" I I:::::/::::;::::. :;::-.::::::,:::: ···=··· ,:::,::::,::::,:; ::~ ,_:_•~rn ::':\:::::;:::: l?g¥g~~ c:::::J 0 ® CONSTRUCT BASKETBALL SURFACING AND STRIPING PER DETAILS P AND 0, SHEET L3.3. PORTABLE BASKETBAILL HOOP, TO BE PROVIDED BY OWN::R. INSTALL 'CASTLE' PLAY STRUCTURE, MODEL M 481-01. BY KOMPAN ~"V.._C.,,A-L'-FORNIA, INC., (760) 78&2052, PER MANUFACTURER'S SPECIFICATIONS OMIT OMIT OMIT I PIO',IIC TABLE, SUPPLIED AND INSTALLED BY OWNER. GARDEN BENC~ SUPPI.Jl!:D AND INSTALLED BY OWNER. TRASH RECEPTACLE, SUPPLIED BY OWNER. BAl28ECUE, SUPPLIED AND NST ALLED BY OWI\ER. OMIT OMIT CONSTRUCT DOUBLE-SWING VEHICULAR GA TE PEI< DETAIL T, SHEET L3.3. CONSTRUCT POURED N PLACE CONCRETE PLANTER WALL / SEAT WALL PE:!< DETAIL 0, SHEET L3.2. COLOR AND FINISl-l SCl-lEDULE SYMBOL MFG. DESCRIPTION COLOR PAVING L.M. SCOFIELD CONCRETE PAVNG 'LITHOCHROME' (800)800-9900 W/ SAWCUT JOINTS TERRA COTT A. A-29 L.M. SCOFIELD CONCRETE PAVING 'LITHOCHROME' (800)800-9900 W/ SAWCUT JOINTS ARIZONA TAN, A-53 CONCRIETE PAVING NATURAL GRAY FINISH MED. BROOM MED. BROOM MED. BROOM EE EE EE ~ COAST REC .. INC. RUBBERIZED SURFACE I) BLUE "38 / PURPLE i,34 (701:/30'U EE EB [!] WALLS (949)553-8065 RITTERINGS GRASSRING MAT (800)428-1333 CONCRETE CURB KRC ROCK DECOMPOSED (800)427-0472 GRAI\.ITE PAVING CMU LOW WAUL P.I.P. CONCRETE PLANTER / SEAT WALL AMERITONE P.I.P. CONCRETE PROJECT SIGN WALL CMU SCREEN WALL AT UNIT PATIOS FENCES/ RAILNGS ea AMERITONE 5'HT.TUBULAR STEEL FENCE EE AMERITONE TLBULAR STEEL GATE SITE FURNSHINGS EE AMERITON= OVEReEAD WOOD STRUCTURE EE COUNTRY 4 V2 FT. BENCH CASUAL 'BRITT ANY', "6302 EE LITES TONE TRASH RECEPTACLE, 'PLAZA' SERIES, "P2235PLS 2> BLUE tt38 / GREEN ,,31 (307,/707,) 3) TEAL ,,44 NATURAL GRAY PALM SPRINGS GOLD TO MATCH EXISTING NATURAL GRAY 'PEARLY BEIGE' TO MATCH EXISTING EPOXY FINISH, TO MATCH EXISTING EPOXY FINISH, TO MATCH EXISTING EXTERIOR PAINT, COLOR• 'REVUE', OVER (2l COATS PRl'vlER NATURAIL SOMBRERO BUFF, C-25 BY LM SCOFIELD MED. BROOM SPLIT-FACE BLOCK MEDIUM SANDBLAST PLASTER SPLIT-FACE BLOCK S4S FACTORY FINISH VERY LIGHT SANDBLAST DWGS/ JPM/GP3/CONST-CHNG/GP3-CP2 1" : 10'-0" NORTH PATIO ENLARGEMENT NORTH POINT PLAZA ENLARGEMENT COMMMENTS BROOM FINISH PE:i<P. TO WALK EDGE BROOM FINISH PERP. TO WALK EDGE BROOM FINISH PERP. TO WALK EDGE REFER TO PLAN FOR COLOR LOCATIONS BROOM FINISH PERP. TO CURB EDGE HT. PER PLAN B OR + DOUGLAS FIR LUMBER CONSTRUCTION NOTES A. VISIT Tl-IE SITE PRIOR TO SU3MITTNG BOS. B. SUBMIT A Ut\lT COST FOR MPORT SOI.. IN-PLACE ANO BE COll,PLETEL Y AWAr:ll:. OF THE AMOLNT OF SOIL I\ECESSARY TO REACH Tl-IE SATISFACTORY GROUND LEVEL. C. VERFY ALL PROPERTY LN=S OR OTI-IER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. D. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES. CURBS. WALKS. PLANTING, WALLS, ETC AT NO ADDITIONAL COST TO 11-IE OWI\ER. E. VERIFY ALL EXISTNG CONDITIONS, DM:NSIONS l>N:) Elf:VATIONS BEFORE PROCEEDNG WITH THE WORK. NOTFY 11-IE LANDSCAPE ARCHITECT IMMEDIATELY SHOLI..D FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. F. REPORT DISCREPANCIES IN Tl-IE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FELD CONDITIONS TO 'J1.c LANDSCAPE AR~ITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO 11-IE CONTINJATION OF Tl-IS WORK. ASSLME Fl.LL RESPONSIBILITY FOR ALL I\ECESSARY CORRECTIONS DLE TO FAIWRE TO REPORT KNOWN DISCREPANCES. G. LOCATE ALL EXISTING UTILITIES Wl-l=THER SHOWN HEREON OR NOT AND PROTECT 'Jl.cM FROM DAMAGE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME Fl.LL RESPONSIBIUTY FOR EXPENSE OF REPAIR OR REPLACEMENT . H. COM'\. Y WITH ALL PROVISIONS OF THE LA TEST El.JLDING CODE, AMERICANS WITH DISABILITIES ACT OF 199l AI\O WITH OTHER CURRB-,JT RULES, REGLI..A TIONS AI\O ORDINANCES GOVERNNG THE PLACE OF THE WORK. BULDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AI\O IT SHALL BE Tl-I= RESPONSIBILITY OF ANYOr-E SUPPL YING LABOR OR MATERIALS OR BOTH TO BRl'iG TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONR.ICTS BETWEEN 'J1.c REQUIREMENTS OF THE COOE AND THE DRAWINGS. . LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS. SIGNS. VENTS, HYDRANTS, TT.?ANSFORMB<S, ETC .. ARE APPROXIMATE. NOTIFY THE LANDSCAPE; ARCHITECT IMMEDIATELY SHOULD Tl-IE LOCATION OF TI-IESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. J. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOL ENGN=ER'S REPORT WITH REGARD TO BASE PREPARATION Ar-D FOOTl'JG REQUIREMENTS. NOTIFY Tl-IE OWr-ER IMMEDIATELY IF SOILS REPORT RECOMll,£:NDATIONS DFFER FROM DRAWINGS. 11-IE SOLS REPORT RECOMll,ENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE K. BE RESPONSBLE FOR COORDINATION BE'TWEEN SLBCONTT.?ACTORS FOR PROPER AND Tll'vEL Y PLACEMENT OF SLEEVING, PIPl'IIG AND/OR CONDUIT INSTALLATION LNDER OR 11-IROUGH LANDSCAPE ELEll,ENTS. L LAr-DSCAPE LIGHT FIXTL.JRE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERFIED BY Ll>N:)SCAPE ARCHITECT ON SITE. M DO NOT SCALE DRAWINGS. N, PROVIDE A REPRESENTATIVE SAtvFLE OF EACH PAINTED OR STAINED ELEM6'11' TO THE OWNER FOR REVIEW Ar-D APPROVAL PRIOR TO APPL Yl'iG FINISI-, RB"ER TO DETAILS AND SPECIFICATIONS FOR SPECFIC SUBMITTAL REOUREMENTS. 0. P. a. R. s. T, u. v. w. PROVOE A 4'X4' SAMPLE OF EACI-I PAVING TYPE IN LOCATION SPECIFIED BY THE CITY FOR REVEW AND APPROVAL BY Tl-I= OWNER PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. WI-IERE PAVING AND FIN~ GRADE MEET, DEPRESS Flt>.ISH GRADE r IN lURF AREAS AND 1-1/2' N GROUND COVER/SHRLB AREAS LNLESS OTHERWISE INDICATED. FOR PROJECT WALKS DO NOT EXCEED A SLOPE OF 201 (51 GRADIENT) LNLESS O'Jl.cRWISE INDICATED. DO NOT EXCEED 2,1 SLOPE N PLANTED AREAS. FOR RAM"S INTO El.JILDINGS DO NOT EXCEED 15•1 OR 6.66S UNLESS OTI-IERWISE INDICATED. HOLD FINISH GRADE A MINIMUM OR 6" BELOW FINISH FLOOR UNLESS OTHERWISE INDICATED. CONSTRUCT ALL CU<VE TO CURVE Ar-D TANGENT UN:S TO BE r-EAT, TRM, SMOOTH AND LNFORM. CONSTT.?UCT ALL CONCRETE WITH A MINMLM COMPRESSIVE STRENGTH OF 2,500 PSI • 28 DAYS, UNLESS OTHERV'IISE INDICATED. PROVIDE THE OWNER WITH ALL WARRANTES, GUARANTEES. AND INSTRUCTION MANUALS FOR EOLJPMENT, APPLIANCES. FIXTURES, ETC. AS DESCRBED IN THE SPECIFICATIONS. I , I P.A. ---Tl.RF 1" = 10' -0" p 3 ALIGN SCORELINES WITH EXISTING, TYP. 15'-9' LANDSCAPE CONSTRUCTION ALIGN EDGE WALK WIED OF BUILDI TURF PLAN -NORTH POINT 3 TOT LOT ENLARGMENT NT SEE SHEET w 3 u---FOR ENLARGEMENT OF THIS AREA, SEE DETAIL 1, THIS SHEET I I I ::; I ...J I-·~ I I I I I I I LIJ LIJ UJ 1" • 20'-0" // // 1/ //CED // GAR // ~-DASHED L.R!I:; · REPRESENT, PLAY EOUF'M "SAFETY ZONES" 14'-6" " .. ~ .. / / x~ // ,, ................ , ...... , .... ,., ........ ·1 ..... .. . ·:::: · . .' :.':: ·:. ·: ·:::: ·: ·. '" :::::::::J::::::::::::::'. . .......... , .. .. .. ~-~-:"!"1".","r 1" • 10'-0" FIOC.":129.::_/02=1-'R"'S"-l'-'.._C,,,Ol\6=-TRLCT=~la\J='-'°"=ANGE=-"'A"-T-'-'TO"'-T-"'LO"-'T'-'f"'-F""AM""L"'-Y~POOL=~ARE~A+---;[sHEE172 CITY OF CARLSBAD SHEETS ~L_E_j::::::::::=::::::.==::::P::::L::A:::N:::N::::l::::N:::G:::::::::D:::E:::P::::A:::R:::::T:::M=E=N::::T==~=·c::/=,:Y::::::; RI D G E LANDSCAPE ARCHITECTS TEL 949 24B-9211 rAX 949 2411 9215 DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE CONSTRUCTION PLAN, ENLARGEMENTS, NOTES & LEGEND GRAND PACIFIC PALISADES RESORT PHASE 3 ASSISTANT PLANNING DIRECTOR OWN ey·_~,!_- CHKO BY_.ccJR.c___ FIELD BY PROJECT NO. CT 96-01 /-13-0:J DATE ORAWING NO. 356-7P IL? 011503 l I ✓ ! ·, j 1-w w ::c en w w Cl) I I ,,., .· I , ' .. I I I / I DWGS\JPM\GP3\CD\GP3-GPI I \ \ / / "'9· I t3 t3"'9· K"~ BUILDING 'C': II EXPANSION I II ~f>.q,JJ FFE 160.00 ~t!qjlg ~ mn,-. >, •·· •• er·· / FOR GRADING~ DRAINAGE LEGEND, SEE SI-IEET L2.2. FOR GRADING ~ DRAINAGE NOTES AND DETAILS, SEE SI-IEET L2.2. / / UILDING3 EXPANSION 0 5 10 20 40 / 60 FFE 160.00 r 1 I "" c1 RI D G E LANDSCAPE ARCHITECTS >--.. :1;>'-,, ____ ' ~ BUILDING 'D' EXISTING l'Ellr:t/. RS CONSTRLCTIONCI-IANGEATTOTLOTtFAM.YPOa.AREA ~ CITY OF CARLSBAD SliEETS f----+---,----------------+--~ L__@__J PLANNING DEPARTMENT ./5" ::====:::'..'::::::===::::::::::::::::::::::::=::==::::::::::':::===:==:==::::~::::::::::::::: i----+--+-------------1-----< LANDSCAPE GRADING & DRAINAGE PLAN GRAND PACIFIC PALISADES RESORT PHASE 3 l---+--+---------------1--------l A OVE!!, // ~~Lku.~~=---/-/3~5 1----+--+---------------l---~ ASSISTANT PLANNING DIRECTOR DATE TEL 949 248-9211 FAX 949 248 9215 DATE BY DESCRIPTION APP'D DWN BY'-~-.__ ___ __, -~~~-----'-=-''-'--"'---'='-'---------'--'-"-'---=--l CHKD ev~J=R __ PROJECT NO. CT 96-01 DRAWING NO. 356-7P REVISIONS FIELD BY L2.I. 011503 \<-0~ '\ '\ '.: ~~i 0,7.'. ,' / l; • /, • • @ 7,j, J • '»'. ~ 13 ~by' --.::"< 4 " 3'-0" I I ~ ~ !:I I -; ~ 0 ' I- i I > LEGEND• I. 2 X 8 X 16 CONCQETE PQEQSION BLOCK CAP 2. 8 X 8 X 16 CONCRETE BLOCK, BLOCK WITH SPLIT-FACE ON EXPOSED SURFACES ONLY. GROUT FILL CELLS AT 24' O.C., HALF-BOND PATTE'1N 3. u5 REBAR AT 24' O.C .. VERTICAL, AL TERNA TE DIRECTION IN FOOTING 4. ,.4 REBAR AT 24' O.C .. HORIZONTAL 5. EXPANSION JOINT PER DIET AIL A, SHEET L4.I 6. FINISH SLRFACE OF ADJACENT PAVNG 7. CONCRE:TE FOOTING, 12'D X 3'-0'W 8. 901. COMPACTED SIJBGRADIE 9. ,.4 REBAR AT 12' O.C .. CONTINUOUS IO. FINISH GRADE R. 115 REBAR AT 24' O.C,. VERTICAL, AL TERNA TE DIRECTION N FOOTING 12. (2l COATS ASPHAL TIC EML.LSION 13. 3' PERFORATED PVC DRAINLINE, SET IN 12" SQ. CHANNEL OF 3/4" GRAVEL WRAPPED WITH SOIL SEPARATOR FABRIC. SLOPE DRAINLINE AT .51., MNIMUM, AND TE INTO STORM DRAIN PER CIVIL ENGINEER'S SHEETS 14. 1-1/2' DIA. TIJBULAR STEEL HANDRAIL WITH MOUNTING BRACKET AT ALL RAMP AND STAIR LOCATIONS, MIN. I-V2" FROM FACE OF WALL. I SPLIT-FACE PLANTER WALL LEGEND• I. CONCRETE CURBING -COLOR Al'O FINISH PER SCHEDULE. PROVIJE 1/2" TOOLED RADIUS ON OUTSIDE EDGES. 2. 114 REBAR. CONTNUOUS 3. FINISH GRADE OF ADJACENT TURF / PLANTER AREA 4. 901. COMPACTED SUBGRADE PER SOILS ENGINEER'S QEPORT 5. 1/2' DIA. X 12' LONG STEEL DOWEL• 24" O.C., PAPER WRAP ONE END 6. CONCRETE BASE 7. 113 REBAR • 18" O.C,. EACH WAY 8. BASE MAT OF PLAYBOUND™ POURED-1N-PLACE su:?FACNG BY SLRFACE AMERICA. AVALABLE FROM COAST RECREATION, INC .. (949)553-8065. INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 9. TOP SURFACE OF PLAYBOUND™ POURE:D-IN-PLACE SURFACING BY SURFACE AMERICA. AVAILABLE FROM COAST RECREATION, INC .. (949)553-8065. INSTALLED PER MANUFACTURER'S SPECIFICATIONS. COLOR PER PLAN. NOTES• A. NSTALL CONTROL JOINT AT 8'-0" O.C. MAX. SPACING B. NSTALL EXPANSION JOINT AT 20'-0' O.C. MAX. SPACNG J CONCRETE CURB WALL @ TOT LOT EDGE 12 Q Q z-o· SECTION l"•l'-0' K FREE-STANDING CMU WALL DWGS\JPM\GP3\GP3-CDI LEGEND L 6 X 2 X 16 CONCQETE BLOCK CAP 2 6 X 8 X 16 SPLIT FACE CONCRETE BLOCK, GROUT FILL CELLS• 24' O.C .. HALF-BOND PATTERN 3. ,.5 REBAR AT 24' O.C .. VERTICAL, AL TE'1NATE DIRECTION IN FOOTING 4. ,.4 REBA!< AT 32' O.C .. HORIZONTAL 5. EXPANSION JOINT PER DETAL A, SHEET L4.I 6. FINISH SURFACE OF ADJACENT PAVNG 7. CONCRETE FOOTING, 12'D X 2'-0'W 8. 901. COMPACTED SUBGRADE 9. "4 RE:BAR AT 12' O.C .. CONTINUOIJS 10. FINSH GRADE NOTE:• AT UNIT PATIO WALLS, WHE:RE: THIS MASONRY WALL ABUTS THE PLASTER BUILDING WALL. A r AIR SPACE SHALL OCCUR BETWEEN THE END OF THE MASONRY WALL AND THE FINISHED FACE OF THE PLASTER BUILIDING WALL. :0 I. T CE OF. LA BY :,,u,..-CE AME , IN-PLACE SURFACING AST QECQEA TION. SIINC:jf;·~• 553-8065, TURER'S f'ICAT . C 2. SE MA LRED-IN-PLAC SURFACE FROM COAST &_ (9 53-8 MANUFACTURER' 3. 901. COMPACTED SUBGRADE ACNG BY TION, INC,. !CATIONS. 7. SOIL SEPARATOR FABRIC, PIN\ED TO CONCQETE AT 18' O.C. RUBBERIZED SURFACING STRAIGHT HE:ADER CL.RVED HEADER PLAN VIEW LEGEND I. FINISH GRADE OF GROUND COVER/SHRUB AQEA 2. FINISH GRADE OF TURF AREA 3. 2 X 4 REDWOOD HEADERBOARD PER SPECIFICATIONS 4. (3l I X 4 REDWOOD HEADERBOARD PER SPECIFICATIONS - FOR CURVED AREAS 5. I X 3 X 16" REDWOOD ST AKES • MAXIM.JM 5'-0" O.C. STAKES SHALL BE PLACED ON GROUND COVER/SHRUB SIDE AND SET BELOW TOP OF HEADERBOARD NOTES A. SPLICES SHALL BE I X 4 X 12' REDWOOD B. NALS SHALL BE GALVANIZED COMMON NAILS - NAL AS REQUIRED C. REDWOOD HEADER SHALL BE LAD TIRUE TO LINE AND GRADE D. ALL CL.RVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT. TRIM AND SMOOTH REDWOOD HEADER 4 ~DTH PER PLAN ~ W\_ \ ~l~ ~~~---if-, \ ~ ~ 21MIN. LEGEND• I. 4" T~CK DECOMPOSED GRANITE: PAVING REFER TO COLOR AND FINISH SCHEDLLE. SHEET Ll.2 FOR ADDITIONAL INFORMATION 2. ADJACENT CONCRETE PAVING PER PLAN 3. 901 COMPACTED SUBGRADE 4. 2 X 6 REDWOOD HEADERBOARD PER DETAIL 5. I X 3 X 16" REDWOOD ST AKES • MIN. 5'-0" O.C. ST AKES SHALL BE PLACED ON SHRUB / GROIJND COVER SIDE AND SET BELOW TOP OF HEADERBOARD. 6. FINISH GRADE OF" PLANTER/ TURF AREA DECOMPOSED GRANITE PAVING D E 6' 1~---< LEGEND• I. CONCRETE MOWSTRIP WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 2. "3 REBA!<, CENTIERED. CONTINUOUS 3. V2" TOOLED RADIUS 4. FNSH GRADE 5. 901. CO~ACTED SUBGRADE -VERIFY W/ SOIL ENGIN:ER'S REPORT NOTES, A. INSTALL CONTROL JOINT AT I0'-0' O.C. MAX. SPACING B. INSTALL 3/8' BITUMINOUS FE:LT EXPANSION JOINTS • 20'-0' O.C. MAX. W/MASTIC SEALANT. C. PROVIDE 45° MITERED CONTIROL JOINT AT 90° CORNERS. CONCRETE MOW STRIP LEGEND• II I II 111 I lilll I II 111 I 1illmillwillwillilifiilil 11_11 i' 11_11 i' 11_11 i' llilll Ill 111=1 _III-Wmillmillmill=III __ . 111-. 11 c SECTION 3"•1'-0" I. SOD, PER PLANTNG PLAN 2. GRASSRINGS MAT, INSTALLED PER MANUFACTUQER'S SPECFICATIONS. 6 3. MEDIUM SAND, WITH HYDROGROW CRYSTALS, NSTALLED PER MANUFACTL.RER'S SPECIFICATIONS. • • . . 4 ., . .t A. CONTROL JOINT B. EXPANSION JOINT . . "' . ., . . 4 .d .. C. COLD JOINT CONCRETE JOINTS I ~· I ~ LEGEND• LEGEND• I. 1/8' RADIUS EDGE 2. PAVNG FINISH SLRFACE: PE:R PLAN 3. .JONT FILLER PE:R SPECIFICATIONS 4. BACKER ROD PER SPECIFICATIONS 5. TWO-PART POL YURE:THANE SE:ALANT PER SPECIFICATIONS 6. 1/T DIA. X 12' LONG STEEL DOWE:L • 24' O.C .. PAPER WRAP ONE END NOTES• A. LOCATE JOINTS PE:R SPEQFICA TIONS UNLESS OTHERWISE Ir-DIGA TED ON PLAN B. SEALANT COLOR TO MATCH ADJACENT PAVING • 3/4' IF PAVNG LESS THAN 4' THICK I" F PAVING 4" THICK OR GRE:ATER ,----{ 2 '-------l 4 3' ---'5 _ ___, 3 I. CONCRETE PAI/NG -REFER TO Flr-JSH SCHE:DULE FOR COLOR AND FINSH 2. ,.3 RE:BAR AT 18' O.C. E:A0-1 WAY, CENTEl<E:D N SLAB NOTE• FIBERMESH MAY BE USED IN LEU OF REBAR AT PAVNG OVER STRUCTURAL DECK 3. FINSH GRADE 4. 90S COMPACTED SUBGRADE: CON GRADE:l OR SAND (ON STIRUCTUREl -PER RECOMMENDATION OF GEOTECHNICAL ENGINE:E:R 5. 1/4" TOOLE:D RADUS NOTES• A. PAVING THICKNE:SS. BASE PRE:PARATION AND RElr-.f'ORCING ARE SHOWN FOR BIJ PLRPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. B. PROVIDE: FINISH SAMPLE: PE:R SPECIFICATIONS. C. PROVIDE: SEALE:R ON ALL EXPOSE:D CONCRETE SURFACES PER SPECIFICATIONS. 4. AGGREGATE ROAD BASE PER STRUCTURAL ENGINEER'S SPECIFICATIONS. B 5. TENSAR GEOGRID, INSTALLED PER MANLJ=ACTIJQER'S SPECIFICATIONS. µ....L.---------------------------------1 CONCRETE PAVING 6. COMPACTED SUBGRADE PER SOILS RE:PORT AND STIRUCTURAL ENGINEER'S SPECIFICATIONS. NOTE• GRASSRINGS MAT, HYDROGROW CRYSTALS Al'O TE:NSAR GEOGRID AVAILABLE FROM RITTERINGS (800) 428-1333. TURF BLOCK PAVING PER PLAN LEGEND• I. CONCRETE INFILL 2. EXPANSION JOINT PER DETAL A. THIS SHEET 3. CONCRETE BAND 4. 1/4' TOOLED RADLIS 5. FINISH GRADE 6. (2l ,,3 REBA!<, CONTINUOUS 7. 113 SI.IP DOWELS • 36' O.C. 8. 901. COMPACTE:D SUBGRADE -VERIFY WTH SOILS ENGINEER'S REPORT NOTE:• SEE NOTES FOR CONCRETE PAVING DETAL (Bl, THIS SHEET. C CONCRETE BAND '0/'19/c:tJ. RS CO'l5m.JCTION CHANGE AT TOT LOT t FMILY POO.. A11EA ~ CITY OF CAR LS BAD ~----~ ~==!-'=-I""'-'""-"=='-'-""=="--'-''-'-"'~-'-=~-=-==+--~ PLANNING DEPARTMENT SHEETS •IS' RI D G E LANDSCAPE ARCHITECTS Ta. 949 248-9211 FAX 9~9 248 9215 DATE BY DESCRIPTION APP'D REVISIONS ~==-=============::::::::::::=========c::::::=~ LANDSCAPE CONSTRUCTION DETAILS GRAND PACIFIC PALISADES RESORT PHASE 3 OVE~ ASSISTANT PLANNING DIRECTOR OWN BY-~-- CHKD 9y___,J=R __ FIELD BY PROJECT NO. CT 96-01 /-IJ-03 DATE DRAWING NO. 356-7P I '), I 011503 I """"'-•---------------------------------------------------------------------------------------------------..... ----------------------............... ;iii,iMllle~ll-, :\ __ -." A33 - LINE, VAL \IE'S, AND K COUPLERS LOCATED 2' FROM EDGE OF SIDEWALK. 14 NOTE: ALL MAINLINE, VAL VFS, AND QUICK COUPLERS LOCATED J' FROM EDGE OF SIDEWALK. ___ __,_,ALV!!! l'l.M!el:1 35 ----G.PM ,__ _ _,__ .__ ___ .,,,ALVI!! S12!!! 0 10 20 / / 40 60 / amn J. Rid Uc. 12809 (signature NOT£: ALL MAINLINE, VAL 1-FS, AND QUICK COUPLERS LOCATED 2' FROM EDGE OF smEWALK. R I D G ~ I_ANDSCAP ARCHITECTS m m %411-9211 FAX U9 2-lB 9215 GATE VALVE O P.O.C. TO EXISTING SYSTEM NEW SHEET '' AS BUILT'' _J 39 10 J $'-~ . ,. "'iii==-~ . --·-··'" .-------.::= NOTE: _---, ALL MAINLINE, VAL \IE'S, AND -QUICK COUPLERS LOCATED J' FROM EDGE OF SIDEWALK. Rl:V1SlONS MUST BE APPROVED BY PUBLIC I-EAL Tel ENGN=ER, ASST. PLAl'NNG DRECTOR AND DISTRICT ENGI\JEER PRIOR TO IMPLEMENTATION IN FELD. -T ----· r --. I I I I I I I ..,.,... -i..-.,_-.L ---. GATE VAL\IE' 0 P.O.C =-I TO EXISTING SYSTEM CITY OF CARLSBAD PLANNING DEPARTMENT 1/!rlM-1----11---1----------------+-----l GRAND PACIFIC PALISADES RESORT LIC. I ~ REVIEWED BY: INSPECTOR PH.A.SE 3 R.C.E. _____ 1----11---1----------------+-----l ~=================~ 1----11---1----------------+-----l ~A~.,,,.,,..:;OV_,_E_Dn:__.c:.= _______ _ f---11--+---------------+-----l ASSISTANT PLANNING DIRECTOR ,a . '> ./"IA DWN BY--'"""'---0 -,,,&.:-v-"T i-;D:c..Ac..:TE;__i_::Bc._Y ..__ ____ __cDc..cE::..:SC;;_;;Rl.;_;PTI.;.;:;O.;.;.N _____ ___....;A.;;..PP;...;'D-CHKD BY--=J::.:.R __ DATE REVISIONS FIELD BY PROJECT NO. CT 96-01 C.M.W.D. #96-509 ?]-2-04' DATE DRAWING NO. 356-7P I