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HomeMy WebLinkAboutDWG 419-5L; PUD 02-11A; LA COSTA GREENS CLUB; 01-31L A C 0 s T A G R N s 0 r row Development L a n d s c a p e Vic \ I -<) \ VG ""' n t y Ma p E:NCINITAS' VICINITY MAP NTS I m provement P I a n s L o c a t o n M a p PROJJ;CT SITe-../ 7----:.. I, C L u B DliCLARATION OF RESPONSIBLe CHARGli I HliREBV DliCLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVli liXliRCISED ReSPONSIBLo CHARGli OVER THE DliSIGN OF THE PROJECT AS DEFINED IN SECTION 6703 01= THE BUSINESS AND PROl=ESSIONS CODli, AND THAT THI; DoSIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THI; CHECK OF PROJECT DRAWINGS AND SPE;CIFICATIONS BY THE CITY OF CARLSBAD IS CONFINt;D TO RliVIEW ONLY AND DOliS NOT RELlliVE ME, AS THE LICENSliD DliSIGNliR OF WORK, OF MY RESPONSIBL/TIES FOR PROJliCT DliSIGN. THESo PLANS HAVE BEEN PRliPARliD IN SUBSTANTIAL CONFORMANCE WITH THt; APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSoRVATION PLAN, FIR!; PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELA ToD TO LANDSCAPE/NG. DATt;, t1,.1,0.~ Project M a p SHEET 4 General THE FOLLOWING GENERAL NOTGS ARG PROVIDED, BY THG LANDSCAPE ARCHITECT TO GIVE DIRECTIONS TO THo CONTRACTOR. THE CITY ENGINEER'S SIGNATURE ON THESo PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. THAT PLANS ARE CURRENT AND APPROVED. •· WORK SHALL BE IN ACCORDANCli WITH THli REQUIREMENTS OF THE CITY OF CARLSBAD. J. THESE PLANS ARE BASED ON ARCHIToCTURE PLANS BY R. DOUGLAS MANSFIELD ARCHITECT. 4. THoSE PLANS ARE BASED ON GRADING PLANS BY HUNSAKER 5. THESE PLANS ARE BASED ON IMPROVEMENT PLANS BY HUNSAKER ASSOCIATES 6. THESE PLANS ARE BASED ON DRY UTILITY PLANS BY UTILITY SPECIALISTS 7, THE ENGINEERING SOILS REPORT IS A PART OF THESE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL COMPLY N o t e s 17. SITE OBSeRVATION MEETINGS SHALL INCLUDE, A. PRE-CONSTRUCTION MEETING W/ CITY INSPECTOR @ (760) 815·6708 B. REVIEW OF HARDSCAPE SAMPLES C. FINAL GRADING D. LAYOUT OF HARDSCAPE ELEMENTS E. SoLECTION OF PLANT MATERIALS F. IRRIGATION G. PLANTING H. APPROVAL TO BEGIN ESTABLISHM[NT PERIOD I. ACCEPTANCE OF ESTABLISHMENT PERIOD NOTE, "LANDSCAPE' SHALL REFER TO ALL IMPROVEMENTS WITHIN THIS SET OF DOCUMENTS THAT HAVE BEEN DESIGNED BY THIS OFFICE. CONTRACTOR SHALL BE BACKCHARGED FOR LANDSCAPE 18. ARCHITECT'S TIME WHEN OBSERVATIONS ARE CALLED FOR AND IT'S FOUND THAT THE WORK IS NOT SIGNIFICANTLY READY UPON OBSERVATION OR THE APPOINTMENT IS NOT KEPT. TIME WILL B• CHARGED ON AN HOURLY BASIS, PLUS TRANSPORTATION, FOOD AND LODGING COSTS, AT THE CURRENT HOURLY RATe FOR THE WITH THE REPORT'S RECOMMENDATIONS AS THEY RELATE TO HIS WORK. PoRSONNEL PROVIDING THE OBSERVATIONS. S. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND REQUIRED 19. THIS FIRM DOES NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY PERMITS AND PAY ALL RELAToD FEES AND/OR TAXES REQUIRJ;D TO ENGINEERING. THIS FIRM DOES NOT DIRECT THE CONTRACTOR'S INSTALL THE WORK ON THESE PLANS. OPERATIONS AND IS NOT ReSPONSIBLE FOR THE SAFETY OF PERSONNJ.L 9. THE CONTRACTOR SHALL BE APPROPRIATELY LICJ;NSED AS REQUIRED OTHJ;R THAN OUR OWN ON SJTJ;. THE SAFETY OF OTHJ;RS IS THE BY THE STAT• IN WHICH THE WORK TAKES PLACE. RESPONSIBILITY OF THE CONrRACTOR. THE CONTRACTOR SHOULD 10. A SEPARATE PLUMBING PERMIT AND INSPECTION WILL BE REQUIRED NOTIFY THE; OWNER IF HE OR SHE CONSIDERS ANY OF THE; FROM THE BUILDING INSPECTION DEPT. FOR THE INSTALLATION OF ReCOMMENDoD ACTIONS PRESENTED HIEREIN TO BE UNSAFE. IRRIGATION SYSHMS SHOWN ON THESE PLANS. 20. THIS PROJECT CONTAINS 88,5cio S.F. OF LANDSCAPE ARJ;A. ALL 11. THE CONTRACTOR SHALL NOTIFY THE; OWNoR'S REPRESeNTATIVE LANDSCAPeD AREA WILL Bo PRIVATELY/PUBLICALLY MAINTAINED. PRIOR TO BEGINNING THE WORK AND SHALL BE RESPONSIBLE FOR 21. A SEPARATE GRADING PERMIT WILL BE REQUIRED FOR ALL HARDSCAPE COORDINATING WITH THE OWNER, LANDSCAPE ARCHITECT, IMPROVEMENTS. HARDSCAPE IMPROVEMENTS ARE NOT PART OF GOVERNING AGliNCIES AND OTHER TRADES. THIS PERMIT. 12, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPe ARCHITeCT ... REFERENCE DOCUMENTS, IMMEDIATELY OF ANY liRRORS, OMISSIONS OR DISCREPANCIES IN EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING THE WORK. 13. UNIT PRICES FOR ALL IMPROVEMENTS SHALL BE ESTABLISHED AS UNLESS OTHJ;:RWISE NOTED OR SPECIFIED, THE WORK SHALL 86 DONE IN ACCORDANCE WITH THE FOLLOWING REFeRENCE DOCUMENTS WHICH ARE ON FILE IN THo OFFICE OF THJ; CITY CLERK OR OFFICE OF THE STATE ARCHITECT, A PART OF THE CONTRACT WITH THE PROJECT OWNER AND PRIOR TO BEGINNING WORK, TO ACCOMMODATE ADDITIONS AND/OR DELETIONS OF MAT.RIAL AND LABOR. 1. "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 1988 EDITION (DOCUMENT NO. 769709) 2. CITY OF CARLSBAD LANDSCAPli MANUAL. 14. DETERMINATION OF "EQUAL" SUBSTITUTIONS SHALL BE MADE ONLY 3. "AMERICANS WITH DISABILITIES ACT" BY THELANDSCAPE ARCHITECT. 4. TITLE 24 HANDICAPPED CODo 15. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED NO LESS THAN BEFORo EXCAVATION, VERIFY THE LOCATION OF UNOoRGROUND 48 HOURS IN ADVANCE OF ANY SITE OBSERVATIONS OR MEETINGS. UTILITIJ.S. 16. SITE OBSERVATIONS BY THs LANDSCAPE ARCHITECT DURING ANY PHASE OF THIS PROJECT DOES NOT RELIEVE THE CONTRACTOR DIGALERT (UNDERGROUND SERVICES ALERT) 1 (600) 422·-4133 OF HIS PRIMARY RESPONSIBILITY TO PERFORM ALL WORK IN ACCORDANCE WITH THo PLANS, SPECIFICATIONS AND GOV&:RNING CODES. REVIEWED BY: Sheet Number 1 2 3 thru 6 7 thru 13 14 thru 17 18 19 thru 20 21 (Ll-8) 22 thru 25 26 thru 29 30 31 ";(zi ~ tf • .,e, ENiNfERING PLAN CHECKER DATE S h e e t I n d e x Sheet Description Landscape Title Sheet• LT-1 Landscape Reclaimed Water Notes• L T-2 Landscape Construction Plans -LC-1 thru LC-4 Landscape Construction Details -LC-5 thru LC-12 Landscape Irrigation Plans -Ll-1 thru Ll-4 Landscape Irrigation Notes and Legend -Ll-5 Landscape Irrigation Details• LI 6 thru Ll-7 Landscape Irrigation Specifications• Ll-8 Landscape Tree Planting Plans• L TP-1 thru L TP-4 Landscape Shrub Planting Plans• LSP-1 thru LSP-4 Landscape Planting Legend and Notes• LP-5 Landscape Planting Details• LP-6 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RLA----EXP, REVIEWED BY: INSPECTOR DATE DATE INTE:~TION i.-..iii Di;;SIGN STUDIO PLAN DAT~ 7 Mi!ly 04 111t Submittal ReVISIONS 1---+--+----------+--+-+--+---t ._I S~HElE::;:;T ~' :::;:C:;;:I;::T;:::;;:YO:;:F::::::;::C~A=R=L=SB=A=D~'===l~' ...,.. PLANNING DEPARMNT LANDSCAPE 11.f'ROVEt.ENT PLANS FORI LANDSCAPE ARCHIHCTS 616 South Willowsprlng Drlv~ G:.ni;:lnltu, CA 92024,470J I 760,633.005~ f 760.633.0087 www.lNTEGAATlON-DliS IGN.nm Project............... 04,002 2 Sept 04 2nd Subm!tt•I I '51'& .,,,_ f < el;o.(.. :;uB LA COSTA GREt:;:NS CLUB 1----1---1-----------+--+---+---1-----Vlu--_ ~O\ ~N? Pe<: ~ /2.-Z.9-pY DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN Y: ---1 PROJECT NO, ~~~g :~;---1 PUD 02-llA DRAWING NO, 419-SL ..... GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS DATED OCTOBER 1993. 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAT OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITES SUCH AS PICNIC TABLES, BBQ'S, PLAYGOUNDS, SAND TOT LOTS, ETC. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVERSPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED, 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAi. WATER DISTRICT. 7. ALL ON SITE PIPE SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. a.• THE IRRIGATION SYSTEM SHALL RUN BE1WEEN THE HOURS OF 10:00 PM AND 6:00 AM THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISION PERSONNEL ON SITE). 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES PER CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARI.SBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER"', COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS. 16. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 1 O FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPERATION BElWEEN POTABLE WAERAND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINES MUST BE INSTALLED ABOVE THE RECYCLED LINE. 15. A MINIMUM OF 12 INCHES OF VERTICAL SEPERATION BETWEEN LITILITIES MUST BE MAINTAINED AT ALL TIMES. 19.'DEVELOPER I CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENT AL HEAL TH PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. RECYCLE~ WATER -QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO, HV1 OO•RL-NP OR APPROVED EQUAL (SPIKES SHALL NOT BE INTERCHANGEABLE WITH POT ABLE WATER QUICK COUPLER SPIKES). 21. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 22.' DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS 'DO NOT DRINK" ON THESE PLANS. I 12" X 36" SIZE BLACK LOGO PURPLE BACKGROUND 1" BLACK LETTERS 36" (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER \ WASH HANDS AFTER CONTACTING LA SE SUS MANOS DESPUES DE USAR 0.032 ALUMINUM, 0.060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS '--2" BLACK LETTERS REQUIRED SIGNAGE FOR RECYCILED WATER USE AREAS: ALL use AREAS ACCESSIBLE TO THE PUBLIC SHALL BE POSTED \MTH SIGNS (MINIMUM 2 PER METER) THAT ARE VISIBLE TO THE PUBLIC 23.' AN ON-Sll'E USER I SUPERVISOR SHALL BE DESIGNATED IN WRITING, THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY. WITH THE BASIC CONCEPTS OF BACKFLOW / CROSS CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SUSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEALTH AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT: MAINTENANCE SUPERVISOR DENNIS SPAHR AT (562) 921-3210 OR AFTER HOURS CONTACT DENNIS SPAHR AT (562) 921-3210 24. SHOW ALL PUBLIC AND PRIVATE POTABLE WATIER MAINS ON IMPROVEMENT PLANS. "ITEMS 8.19 & 23 SHALL BE REQUIEREDJUST PRIOR TO THE ACTUAL USE OF RECYCLED WATER. • ITEM 22 THE SIGNAGE SHALL BE A PART OF THIS I.P. BUT THE ACTUAL SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECYCLED WATER. 25. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 26. THERE SHALL BE A PHYSICAL SEPARATION BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY CONCRETE STRIPS, CHAIN LINK FENCES, OR OTHER MEANS AS APPROVED BY THE WATER DISTRICT AND D.E.H. 27. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING ARES ON THIS SITIE. SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" x 11" SIZED SIGN. COLOR PURPLE BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATIE BETWEEN THE HOURS OF 10:00 PM AND 6:00AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATIE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, o.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE. POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY. AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL O FALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. LA COSTA GREENS CLUB MORROW DEVELOPMENT Landscape Improvement Plans (Private) DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORKFOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ,-.io~ s-~ ();,~·~..,_ .. rj~,..,1..,,.1 ,f Ekvl~, ..... , ... ", Hu.lft I UNDERSTAN□fTHAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAIJ"isc:ONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY ~<sl•D ~ --~----1-LA~R_R_Y_S_H_E_E_H_AN ____ _ DATE: INSPECTION PROCEDURES CITY LANDSCAPE INSPECTOR: (760) 815-6708 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES B. TRENCH DEPTHS C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLED WATER OF RECYCLED WATER IS USED FOR CONSTRUCTION) AN APPROVED LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TESTS, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE 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 THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PARTS "A", "B"' AND "G" OF THE DISTRICT FINAL INSPECTION 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4", PURPLE IN COLOR, VIIITH THE WORDS "WARNING· RECYCLED WA TIER-DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "NO TOME EL AGUA" ON THE OTHER SIDE. PROJECT S{TE Location Map IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTICTIE-11\/RAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. -6 \ \ 't,\ "'' 'c> II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION IN ENGLISH AND SPANISH. WITH BLACK LETTERS 1'" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONEL UTILIZING THE EQUIPMENT. 18" (TYP.J N.T.S. lh order to Conserve Water ... RECYCLED DO NOT DRINK WATER IN USE NO TOME EL AQUA WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE 1· 0.032 ALUMINUM, 0.060 ABS PLASTIC OR STICK-ON VINYL SIGNS SAN MARCOS ITAS VICINITY MAP NTS INTEGRATION [:;iii iiiiiiii iiiii DESIGN STUDIO LANDSCAPE ARCI-IITECTS 616 South Wlllowsprlng Drive Encinitas, CA 92024.4103 t 760.633.0056 f 760.633,0087 www.lNTI.GRATIOM-DliSIGN .com P L A N 07May04 D A T E 1st Submittal REVISIONS City Plan Check ft J Ac., c;;.uf.!, RECYCLED WATER SIGN Project ....................... . 04.002 DATE CROSSOVERS OF RCW AND PW MAIN. SEE DETAILSSHEETFORPROPERSLEEVING TECHNIQUES. RECYCLED WATER DO NOT DRINK INSTALL WITH 3/8" STAINLESS STEEL BOLTS AT A MINIMUM OF TWO LOCATIONS-LENGTH AS REQUIRED. USE 1" DIAMETER WASHER TO PROTECT SIGN. DEFORM ENOS OF BOLTS TO PREVENT EASY REMOVAL. 1-112" GALVANIZED STEEL POST WITH THREADED CAP ON TOP OF POST. FINISH GRADE REQUIRED SIGNAGE FOR RECYCLED WATIERAREAS: ALL USE AREAS ACCESSIBLE TO THE PUBLIC SHALL BE POSTED WITH SIGNS (MINIMUM 2 PER METER) THAT ARE VISIBLE TO THE PUBLIC IN A SIZE NO LESS THAN 4 INCHES HIGH BY 8 INCHES VIIIDE. mn..--CONCRETE FOOTING .. . . """1111 -J llllOlll l ' 1811 APPROVED FOR PLANTING AND IRRIGATION ONLY, CONNECT TO EXISTING 2.5' MAINLINE AND 9 LEAD WIRES J 1 COMMON FROM LA COSTA GREENS ND,tll:OHMO!JD EVELOPERPACKA)f" HHFH/;13 DONAMB,i' lN (STA 11+90) ',._ \~\ .\. ', .//1\·.,,\\ '\ . ·~,:,.',~> \ \ ' ('c./1',f/> \ . \ / 7,, :tt \ / .:_:. •,:';-./:-:'. '·. '< .--: . -><·;· . ·" ··r-...\:~<(:~ -. :-. '\' .\ .__ '\ \ "· \\ ,, \'\ ', <\. ' ', ,\ \ \ \ ,:,., ' ';'(' \ \'~ '\, \~,~ \t \ 'r :-.. \\ \ '\ \·,.~;t ', I \\ ' \ ', \ \>' \ \ \ \ I \ \ .•. .. \. \ . ~ r·\I IRRIGATION LEGEND ~ EXISTING RECYf:I JD \III/.T\11 f.,~; J FR I ),'.r\TION @ R~C YCLU) WA I E:t{ CONNECTION ~ EXISTING F(Hf-lnl, 1/.JATER METER LOCATION (!] lHRIGATION CONTROLLER I]] i:;!ECYCLF.D WA.lER SlGN LOCATION ~ FIRE HYDRANT AND LATERAL LOCATION @ RP. Bf'o!CKFLOW •••••••• RECYCLED WATER MAINLINE -----. EXISTING RECYCLED WATER MAINLINE POTABLE WATER MAlNLINE EXISTING POTABLE WATER MAlNLINE THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH THERE SHALL BE NO RECYCLED WATER QUICK COUPLERS VIIITHIN 50 FEET OF THE POOL SAN DIEGO COUNTY Department of Environmental Health Land Use Division ~ -z:::.. ~ /2. -tr.-,,'( GLEN LEEKS Date CARLSBAD MUNICIPAL WATER DISTRICT APPROVEDBY: ~~a·,:f.~r,, u:11,,,.., DATE: t.2 ~ g -()4,. "AS BUILT" RECYCLED WATER INCLUDING PRECISE RCE EXP. DATE LOCATION OF PLANTING WARNING SIGN AREAS REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD Li1:J PLANNING DEPARTMENT 1 . IRRIGATION IMPROVEMENT PLANS: LA COSTA GREENS RECREATION CENTER APPROVEDV .7&..t~ 12-29-o'I ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO, lNlTIAL DATE INITIAL DATE lNITIAL CHKD BY: PUD 02-ltA 419-5L ENGINEER or WORI REVISION DESCRIPTION OTHER APPROVAL ClTY APPROVAL RVWD BY: Cl c5 0: !:!l Cl. j / / / / / ---- ,.- 1 . I PA \ ' \ ' '), . / / PA • ~~ / / ·, ' \ ' \ ' \ ' ' ' 't, I 11 I I ' \ ' I ' I ' \ ' \ ' ~ stt s ,.--:::<.?.,.-:0\..\~t ~r:,.,C PROJECT MAP AMBER LANE LIMIT i= WORK PA . . 37i----, • 4'-0" 2'-0" CONSTRUCTION LEGEND SYMBOL DE:SCRIPTION CL CENTERLINE CP CENTER POINT EQ EQUAL PA PLANTING AREA POB POINT OF BEGINNING PT POINT OF TANGENCY R RADIUS .,--..,, ALIGN WITH ADJACENT SURFACE 7 ALIGN PERPENDICULAR ~----EXPANSION JOINT ---EXPANSION JOINT W/ SEALANT SCORE JOINT NOTE, ALL DIMENSIONS TO WALLS ARE FROM FACE OF WALL UNLESS OTHERWISE NOTED. - ---- f- UJ UJ ::c V) UJ UJ V) UJ -z --===---=:t ---_J -----::--:----=:::::c --() -----,._ ~11 • PA • 0 57 PA I 0 F~217.5 lo I I llllll I I I I ------➔--------L __ I I I I I I I I I < 14 PA .... -.... < ----1.------- -- I I I I 6'-0" 3'"8" 2'-6' 5'-0' 0: PA ---;-----------~--iJ;lJ I I I I 0 5 NOTES SYMBOL D!;SCRIPTION 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 19 21 2 2 2 2 2 2 CONCRETE PAVING· SEE: DETAIL G SHEET 8 (LC-6) HAND TOOLED JOINT· SEE DETAIL C SHE:J;T 9 (LC-7) SAW CUT JOINT· SEE DETAIL D SHEET 9 (LC-7) EXPANSION JOINT -SEE DETAIL I SHEET 8 (LC-6) CONCRETJ; STAIRS -SEE DETAIL D SHEET 8 (LC-6) METAL HANDRAIL· SEE DETAIL F SHEET 8 (LC-6) COURTYARD WALL AND PILASTERS· SEE DETAIL BAND H SHEET 7 (LC-5) BRICK PAVING· SEE DJ;TAIL G SHEET 9 (LC-7) BRICK SEATWALL • SEE DETAIL G SHEET 7 (LC-5) STUCCO SCREEN WALL· SEE DETAIL D SHEET 7 (LC-5) BRICK DEEP POUR EDGE -SEE DETAIL H SHEET 8 (LC-6) FIREPLACE WITH BRICK CAP· SEE DETAIL G SHEET 11 (LC-9) BRICK SEATWALL AT FIREPLACE. SEE DETAIL B SHGET 8 (LC-6) WOOD TRELLIS· SEt DtTAIL H SHEJ;T 7 (LC-11) CONCRJ;TE POOL COPING· SEJ; DETAIL A SHEET 10 (LC-8) LOW BRICK WALL· SEE DETAIL I SHEET 7 (LC-5) STUCCO PILASTJ;R • SEJ; DETAIL B SHEET 7 (LC-5) FREESTANDING SCREtN WALL· StE DtTAIL D SI-IEtT 7 (LC-5) LOW RtTAINING WALL· SEt DETAIL£ SHEET 7 (LC-5) BRICK CAP StATWALL • SEE DETAIL A SHE;ET 8 (LC-6) METAL POOL FENCE· si;i; DtTAIL F SHEET 10 (LC-8) CABANA· SEE DETAIL H SHEET 11 (LC-9) BARBECUE· SEE DETAIL H SHEET 10 (LC-8) POOL GATE· SEE DETAIL CONCRETE PAVING· SEE DtTAIL G SHEET 8 (LC-6) STREAM BY OTHERS BRIDGE AT STREAM -St£ DETAIL J: SHEET 12 (LC-10) BRICK PAVING· SEE DETAILS F & G SHEtT 9 (LC-7) POND BY OTHERS CONCRETE MOW EDGE· SEt DETAILH SHEET 9 (LC-7) eXPANSION JOINT WITH SEALAl'lT -SEe DETAIL A SHJ;ET 9 (LC-7) CONCRtTE STEPP£RS • SEE DETAIL G SHtET 8 (LC-6) POOL CUTOJ:J: WALL· SEE DtTAIL B SHEtT 10 (LC-8) METAL MAINTENANCE GATE • SEE DETAIL E SHEET 10 (LC-8) BIKE RACK· SEJ;: DE;TAIL I SHtJ;:T 11 (LC-9) EXPANSION JOINT AT VJ;:RTICAL SURJ:ACE • SEE DETAIL B SHEET 9 (LC-7) RETAINING/ SCREEN WALL· SEE DETAIL H SHJ;:ET 12 (LC-10) !=INISI-I SCI-IEDULE SYMBOL DESCRIPTION ® © @ © ® © ® (D 10 INTEGRAL COLOR CONCRETE PAVING· DAVIS COLOR "PALOMINO' (3LB. #5447) WITH 5% I-IAND SJ;:ED AGGREGATE KRC ROCK BIRDSEYE BROWN l/8"-1/4" AND Mi,DIUM TO I-IEAVY ACID WASH J:INISH. INTeGRAL CONCRETE CHtEK WALL -DAVIS COLOR 'PALOMINO" (3LB. •5447) WITH MEDIUM TO HEAVY ACID WASH FINISH. BRICK PAVING· CUSHWA 'GtORGIAN" ANTIQUE 0,S. MACHIN[; MOLD BRICK ON CONCReTE BASE. SOLDIER COURSE HEADER WITH AN ALTERNATING RUNNING BOND Fli,LD (SEE PLAN J:OR LAYOUT). GROUT COLOR TO MATCH CONCR!:;TE COLOR. BRICK AVAILABLE THROUGH VALLEY BUILDING MATERIALS (EDIE MARTIN (949) 855-9994). INTtGRAL COLOR CONCRi,Ti, PAVING WITH BANDS· DAVIS COLOR "PALOMINO" (3LB. •5447) WITH 5% HAND SEtD AGGREGATE: KRC ROCK BIRDSEYE BROWN 1/8'-1/4" AND MtDIUM TO HEAVY ACID WASH FINISH FIELD AND 12" WIDE BANDS DAVIS COLOR 'PALOMINO" (3LB. •5447) WITH LIGHT ACID WASH FINISH. INTEGRAL COLOR CONCRETE POOL DECK. DAVIS COLOR 'PALOMINO" (3LB, •5447) WITH MEDIUM ACID WASH J:IELD WITH APPROXIMATELY 30" SAWCUT JOINTS (SEE PLAN) AND 12" WIDt BANDS DAVIS COLOR "PALOMINO" (3LB. •5447)WITH LIGHT ACID WASH FINISH. INTEGRAL COLOR CONCRETt POOL COPING· DAVIS COLOR "PALOMINO' (3LB. •5447) WITH LIGHT ACID WASH FINISH AND SAW CUT JOINTS PER PLAN. INTEGRAL COLOR CONCRETt PAVING AT CABANAS· DAVIS COLOR "PALOMINO" (3LB. •5447) WITH MEDIUM ACID WASH FINISH AND 24" SQUARE SAWCUT JOINTS (SEt PLAN). INTEGRAL COLOR CONCReTE PAVING -DAVIS COLOR "PALOMINO" (3LB. •5447) WITH LIGHT ACID WASH FINISH AND SAW CUT JOINTS PtR PLAN. BRICK PAVING -CUSHWA 'GEORGIAN" ANTIQUE O.S. MAC I-II NE MOLD BRICK ON CONCRETE BASE. SOLDIER COURSE Hi,ADER WITH AN ALTERNIATING RUNNING BOND FIELD (SEE PLAN FOR LAYOUT). GROUT COLOR TO MATCH CONCRETE COLOR. BRICK AVAILABL!; THROUGH VALLeY BUILDING MATERIALS (EDIE MARTIN (949) 855,-9994). BRICK PAVING -CUSHWA "'GEORGIAN' ANTIQUE 0.S. MACHINE MOLD BRICK ON CONCRETE BASE. SOLDIER COURSE HEADER WITH A HERRINGBONE PATTERN FIELD (SEE PLAN FOR LA Youn. GROUT COLOR TO MATCH CONCRtTE COLOR. BRICK AVAILABLe TI-IROUIGI-I VALLEY BUILDING MATeRIALS (EDI£ MARTIN (949) 855-9994). NOTE, 1. USE EXPANSION JOINT WITH SEALANT (DETAIL A SHEET 9 (LC-7) F=OR ALL PAYED ARtAS AIJIJACENTTO POOL 20 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ''AS 18 U I LT 11 RLA EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE INTE;GRATION r. iiiiiiiii DE;SIGN STUDIO PLAN DAT• 7 Mey 04 bl Submitted '----t----t-------------t---r---i---i-----J I SH3EET I CIT y OF CARLSBAD I SH3EE1TS I ' PLANNING DEPARTMENT ;:L=:A~NO:=:S=:::. C~AP~E~I M7.:P~RO~V;;E;::ME~N;:;T=:P::=L=::=AN~S=F:;,O:=,R:::: =====:::..::==::::; '-~\IOSCApl' ;.;. g, "' -0 ~ LANDSCAP6 ARCHIHCTS 616 SDuth W1l:owiprin1 Drive Enclnltu, CA 92024.4103 I 760.633.0056 f 760.6B,0067 www,l NTliGAATION• D£SIGN.co11o Project. .......... ,,., 04.002 Rf;V/SIONS 2 Sept 04 2nd Submitted 1,s oe~.,1, i:itl.._ sue LA COSTA GR[;[;NS CLUB /2~2Cf-O'/ DATE DATE IN IT I AL ENGINEER OF WORK REVISION DESCRIPTION PROJECT NO. OWN BY: __ _ DATE INITIAL CHKD BY: ---DRAWING NO. "7 u L_ _____________________________________________________________ __,_ ___________________________________ ~....1 DATE IN I TI AL OTHER APPROVAL PUD 02-llA CITY APPROVAL RVWD DY: 419-SL 0 <( 0 ct. V) a. :s ::.:: ct. 0 Cf) ~I 0 !::: ~ ....I I I I I CONSTRUCTION LEGEND SYMBOL CL CP •O PA POB PT R rv 7 DE:SCRIPTION CENTERLINE; CENTER POINT oQUAL PLANTING AREA POINT OF BEGINNING POINT OF TANG•NCY RADIUS ALIGN WITl-l ADJACENT SUR~ACo ALIGN PERPoNDICULAR EXPANSION JOINT EXPANSION JOINT W/ SEALANT SCORE JOINT NOTE, ALL DIMENSIONS TO WALLS ARE FROM FACE PF WALL UNLESS OTl-lERWISE NOTED. 1f~21 ~ • I • I • I . I . I ' I • \ • I • \ • 01- ·~ \.~\'\DSCAp1, ';, § "' ~ .-\ I I ' 17 21 ~ i \ ~ \ ,;('I \~ I I \ ;-A I ' \ ~ I v', --·-c-1-\ --[H . ~:'-\ PROJECT MAP I N T i;: GsR A T I O N [.ii ----D f; SIGN STUDIO LANDSCAPs ARCHIHCTS 616 S(luth Willow~prlng Drlv• lincln1tu, CA 9:l024.4103 I 760.633.0056 f 760,6JJ.00B7 www.l NT tGRAT!ON-DESIGN.com Project............... 04.002 PLAN DATE 7 May 04 lat Submittol REVISIONS 2 Sept 04 2nd St1bmlttal 111. Ok o~ ft.,,.._ -.U & 0 NOTES SYMBOL DESCRIPTION 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 19 21 2 2 2 2 2 2 2 2 CONCRETE PAVING· SEE DETAIL G SHEET 8 (LC-6) HAND TOOLED JOINT· SEE DETAIL C SHEET 9 (LC-7) SAW CUT JOINT· SEE DETAIL D SHEET 9 (LC-7) EXPANSION JOINT· SEE DETAIL I SHEET 8 (LC-6) CONCRETE STAIRS· SEE DETAIL D SHeET 8 (LC-6) METAL HANDRAIL· SEE DETAIL F SHEeT 8 (LC-6) COURTYARD WALL AND PILASTeRS • SeE DETAIL BAND H SHEET 7 (LC-5) BRICK PAVING· SEE DETAIL G SHeET 9 (LC-7) BRICK SEATWALL • SeE DETAIL G SHEl,T 7 (LC-5) STUCCO SCREEN WALL· SEE DETAIL D SHEET 7 (LC-5) BRICK DEEP POUR EDGE· SEE DETAIL H SHEET 8 (LC-6) FIREPLACE WITH BRICK CAP· SEE DETAIL G SHEET 11 (LC-9) BRICK SEATWALL AT FIREPLACE· SEE DETAIL B SHEET 8 (LC-6) WOOD TReLLIS · SeE DETAIL H SHEET 7 (LC-11) CONCRETE POOL COPING· SEE DETAIL A SHEET 10 (LC-8) LOW BRICK WALL· SEE DETAIL I SHEET 7 (LC-5) STUCCO PILASTER· SEE DETAIL B SHEET 7 (LC-5) FREESTANDING SCREE:N WALL· SEE DETAIL D SHEET 7 (LC-5) LOW RETAINING WALL· SEE DETAIL E SHEET 7 (LC-5) BRICK CAP SEATWALL · SEE DETAIL A Sl-lEET 8 (LC-6) METAL POOL FENCE· SEE DETAIL F SHEET 10 (LC-8) CABANA· SEE DeTAIL H SHEET 11 (LC-9) BARBeCUe -si;i; DETAIL H SHEET 10 (LC-8) POOL GATE. SEE DETAIL CONCReTE PAVING· SEE DETAIL G SHEET 8 (LC-6) STREAM BY OTHERS BRIDGE AT STREAM· SEE DETAIL F SHEET 12 (LC-10) BRICK PAVING -SEE DETAILS F & G SHEET 9 (LC-7) POND BY OTHERS CONCRETE MOW EDGE· SEE DETAILH SHEET 9 (LC-7) EXPANSION JOINT WITH SEALANT· SEE DETAIL A SHEET 9 (LC-7) CONCRETE SHIPPERS. SeE DETAIL G SHHIT 8 (LC-6) POOL CUTOFF WALL· SEE DETAIL B SHEET 10 (LC-8) METAL MAINTENANC!; GAn; • SEE; DETAIL E SHEET 10 (LC-8) BIKE RACK. SEE DETAIL I SHEET 11 (LC-9) EXPANSION JOINT AT VERTICAL SURFACE· SEE DtTAIL B SHEET 9 (LC-7) RETAINING/ SCREtN WALL· SEE DETAIL H SHEET 12 (LC-10) . FINISH SCH~DUL~ SYMBOL D(;:SCRIPTION 5 @ © @ ® (I) Q) 10 INTEGRAL COLOR CONCRETE PAVING· DAVIS COLOR "PALOMINO" (3LB, •5447) WITH 5% HAND Sf ED AGGRfGATE KRC ROCK BIRDSEYE BROWN l/8'-l/4" AND MEDIUM TO HEAVY ACID WASH FINISH. INTEGRAL CONCRETE CHEEK WALL· DAVIS COLOR "PALOMINO" (3LB. •5447) WITH MEDIUM TO HEAVY ACID WASH FINISH. BRICK PAVING· CUSHWA "GEORGIAN" ANTIQUE O.S. MACHINE MOLD BRICK ON CONCRETE BASE. SOLDIER COURSE HEADER WITH AN ALTERNATING RUNNING BOND FIELD(SEE PLAN FOR LAYOUT). GROUT COLOR TO MATCH CONCRETE COLOR. BRICK AVAILABL[ THROUGH VALL[Y BUILDING MAT[RIALS (EDI[ MARTIN (949) 855-9994), INTfGRAL COLOR CONCRETE PAVING WITH BANDS· DAVIS COLOR 'PALOMINO" (3LB. •5447) WITH 5% HAND SEED AGGREGATE KRC ROCK BIRDSEYE BROWN l/8"-1/4" AND MEDIUM TO HEAVY ACID WASH FINISH FIELD AND 12' WIDE BANDS DAVIS COLOR "PALOMINO" (3LB. •5447) WITH LIGHT ACID WASH FINISH. INTEGRAL COLOR CONCRETE POOL DECK· DAVIS COLOR "PALOMINO' (3LB. •5447) WITH MEDIUM ACID WASH FlfLD WITH APPROXIMATELY 30' SAWCUT JOINTS (SEE PLAN) AND 12" WIDE BANDS DAVIS COLOR 'PALOMINO" (3LB. •5447)WITH LIGHT ACID WASH FINISH. INTEGRAL COLOR CONCR[TE POOL COPING· DAVIS COLOR "PALOMINd' (3LB, •5447) WITH LIGHT ACID WASH FINISH AND SAW CUT JOINTS PER PLAN. I INTEGRAL COLOR CONCRETE PAVING AT CABANAS· DAVIS COLOR 'PALbMINO" (3LB. •544;) WITH MEDIUM ACID WASH FINISH AND 24" SQUARE SAWCUT JOINTS (SEE PLAN). INTEGRAL COLOR CONCRETE PAVING· DAVIS COLOR "PALOMINO' (3LB. 15447) WITH LIGHT ACID WASH FINISH AND SAW CUT JOINTS PER PLAN. BRICK PAVING· CUSHWA "GEORGIAN" ANTIQUE; O.S. MACHINE MOLD BRICK ON CONCRETE BASE. SOLDIER COURSt HEADER WITH AN AL TERNA TING RUNNING BOND FIELD (SEE PLAN FOR LAYOUT). GROUT COLOR TO MATCH CONCRETE COLOR. BRICK AVAILABLE THROUGH VALLEY BUILDING MATERIALS (EDIE MARTIN (949) 855-9994). BRICK PAVING· CUSHWA "GEORGIAN" ANTIQUE 0.S. MACHINE MOLD BRICK ON CONCRETE BASE. SOLDIER COURSE HEAD[R WITH A HERRINGBONE PATTERN FIELD (S[E PLAN FOR LAYOUT), GROUT COLOR TO MATCH CONCRETE COLOR. BRICK AVAILABLE THROUGH VALL[Y BUILDING MAT[RIALS (EDI[ MARTIN (949) 855-9994). NOTE, l. USE EXPANSION JOINT WITH SEALANT (DETAIL A SHEET 9 (LC-7) FOR ALL PAVED AREAS ADJACENT TO POOL. 20 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ''AS BU IL T" RLA _____ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE 1--+---+------------lr--+--+--+---, I SH4EET I CITY OF CARLSBAD ~, PLANNING DEPARTMENT l_.::?.!_j ~L=A:::N:::DS:::C::A'.,'.PE=:=I M:::P:::,R:::DV:::E=M:::EN:::T=P:::L=A=NS=::FD:::R=::======..'.==~ LA COSTA GR~~NS CLUB APPROVE ~ 12--2,-o<I ASSISTANT PLANNING DIRECTOR DATE DATE IN IT I AL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO, DATE INITIAL DATE INITIAL CHKO BY: PUD 02-llA 419-SL DrnER APPROVAL CITY APPROVAL RVWD BY: N • u L---------------------------------------------------------------------'------------------------------------------'...J - J:INISI--I SCl-l!;DUL!; SYMBOL DESCRIPTION @ ® © @ © © ® (D (]) INTE:GRAL COLOR CONCREn: PAVING. DAVIS COLOR "PALOMINO" (3LB. •5447) WITH 5% HAND SE:ED AGGREGATE KRC ROCK BIRDSEYE BROWN 1/8"• l/4" AND ME:DIUM TO HE:AVY ACID WASH FINISH. INTE:GRALCONCRE:TE CHEEK WALL. DAVIS COLOR "PALOt,'!INO" (3LB. •5447) WITH MEDIUM TO HEAVY ACID WASH FINISH. BRICK PAVING. CUSHWA "GEORGIAN" ANTIQUE O.S. MACHINE MOLD BRICK ON CONCRETE: BASE:. SOLDIER COURSE: HEADER WITH AN ALTERNATING RUNNING BOND FIELD (S~E PLAN FOR LAYOUT). GROUT COLOR TO MATCH CONCRETE COLOR. BRICK AVAILABLE THROUGH VALLEY BUILDING MATE:RIALS (E:DIE MARTIN (949) 855-9994). INTE:GRAL COLOR CONCRE:TE PAVING WITH BANDS· DAVIS COLOR "PALOMINO" (3LB. •5447) WITH 5% HAND SS:ED AGGREGATE KRC ROCK BIRDSEYE BROWN l/8"-1/4" AND MEDIUM TO HEAVY ACID WASH FINISH FIELD AND 12" WIDE BANDS DAVIS COLOR "PALOMINO" (3LB. •5447) WITH LIGHT ACID WASH FINISH. • . INTEGRAL COLOR CONCRETE: POOL DE:CK. DAVIS COLOR "PALOMINO" (3LB. •5447) WITH ME:DIUM ACID WASH FIELD WITH APPROXIMATELY 30" SAWCUT JOINTS (SEE PLAN) A~D 12" WIDE: BANDS DAVIS COLOR "PALOMINO" (3LB. •5447)WITH LIGHT ACID WASH FINISR INTEGRAL COLOR CONCRETE POOL COPING. DAVIS COLOR 'PALOMINO' (3LB. *5447) WITH LIGHT ACID WASH FINISH AND SAW CUT JOINTS PER PLAN. INTEGRAL COLOR CONCRETE PAVING AT CABANAS -DAVIS COLOR "PALOMIINO" (3LB. •5447) WITH MS:DIUM ACID WASH FINISH AND 24" SQUARE SAW CUT JOINTS (SEE PLAN). INTEGRAL COLOR CONCRETE PAVING· DAVIS COLOR 'PAl-OMINO" (3LB. •5447) WITH LIGHT ACID WASH FINISH AND SAW CUT JOINTS PE:R PLAN. . BRICK PAVING. CUSHWA 'GEORGIAN' ANTIQUE: O.S. MACe!INE MOLD BRICK ON CONCRE:TE BASE. SOLDIER COURSE HE:ADE:R WITH AN AL TERNA TING RUNNING BOND FIELD (S~E PLAN FOR LAYOUT). GROUT COLOR TO MATCH CONCRETE COLOR. BRICK AVAILABLE THROUGH VALLEY BUILDING MATERIALS (EDIE MARTIN (949) 855-9994). BRICK PAVING -CUSHWA 'GE:ORGIAN" ANTIQUE O.S. MACHINE MOLD BRICK ON CONCRE:TE BASE. SOLDIER COURSE HEADE:R WITH A HERRINGBONE PATTE:RN FIELD (SEE PLAN FOR LAYOUT). GROUT COLOR TO MATCl-1 CONCRETE COLOR. BRICK AVAILABLE THROUGH VALLEY BUILDING MATERIAL$ (EDIE MARTIN (949) 855-9994). NOTE, 1. USE EXPANSION JOINT WITH SEALANT (DE:TAIL A SHEET 9 (LC-7) FOR ALL PAVE:D AREAS ADJACENT TO POOL. 0 <( I I URFACE "" TeR S 0 O'. IJ) 0. <( ...J ,--------128 ...J ! . I I I I I r-----, I I 1--"t"---1 I \ • I INTEGRATION ~iiiii-D ES I G N STUDIO LANDSCAPs ARC~/TeCTS 616 South Willowsprlng Drive ~11clnihe, CA 91024.4103 l 760,633,0056 f 760.6.36.0087 www.l NTEGRA TION•DESlGN,com Project............... 04.002 PLAN DATE 7 May 04 l&t Submittol REVISIONS l Sept 04 2nd Submittal I!;°~ ~~ f'I..,.._ 4,.& 0 NOT!;S SYMBOL DESCRIPTION CONCRETE PAVING· SEE DE:TAIL G SHEET 8 (LC-6) 2 HAND TOOLED JOINT· SEE DETAIL C SHEE:T 9 (LC-7) 3 SAW CUT JOINT· SEE: DeTAIL D SHEET 9 (LC-7) 4 EXPANSION JOINT· SEE: DETAIL I SHEeT B (LC,6) 5 CONCRETE STAIRS· SE:E DETAIL D SHEET 8 (LC-6) 6 METAL HANDRAIL· SEE DETAIL F SHEE:T 8 (LC-6) 7 COURTYARD WALL AND PILASTERS· SEE DETAIL 6 AND H SHEET 7 (LC-5) 8 BRICK PAVING· SEE DETAIL G SHEeT 9 (LC-7) 9 BRICK SEATWALL • SEE DETAIL G SHEET 7 (LC-5) 10 STUCCO SCREE:N WALL· SE:E DE:TAIL D SHEET 7 (LC-5) 11 BRICK DEE:P POUR EDGE· SEE DeTAIL 1-1 S1-JEET 8 (LC-6) 12 FIREPLACE WITH BRICK CAP· SEE DETAIL G SI-JEET 11 (LC-9) 13 BRICK SEATWALL AT FIREPLACE· SEE DETAIL B SHEET 8 (LC-6) 14 WOOD TRELLIS· SEE DETAIL H SHEE:T 7 (LC-11) 15 CONCRETE POOL COPING· SEE DETAIL A SHEET 10 (LC-8) 16 LOW BRICK WALL· SEE DE:TAIL I SHEET 7 (LC-5) 17 STUCCO PILASTER· SEE DE:TAIL B SHEET 7 (LC-5) FREESTANDING SCREeN WALL -SE:E DETAIL D SHEtT 7 (LC-5) LOW RETAINING WALL· SEE DE'.TAIL E SHEET 7 (LC-5) BRICK CAP SEATWALL. SEE DETAIL A SHEE:T 8 (LC-6) METAL POOL FENCE· SEE DETAIL F SHEET 10 (LC-8) CABANA· SEE DETAIL H SHEET 11 (LC-9) BARBECUE· SE:E DETAIL H SHEET 10 (LC-8) POOL GATE· SEE DETAIL CONCRETE PAVING· SEE DETAIL G SHEE:T 8 (LC-6) STREAM BY OTHERS BRIDGE: AT STREAM -SE:E DETAIL F SHEET 12 (LC-10) BRICK PAVING. Set DE:TAILS F & G SI-JEE:T 9 (LC-7) POND BY OTHE:RS CONCRE:TE MOW EDGE:· SEE DETAILl-1 SHEE:T 9 (LC-7) EXPANSION JOINT WITl-1 SEALANT· SE:e DETAIL A Sl-lt::eT 9 (LC-7) CONCRETE STEPPE:RS • SEE: DETAIL G SHEE:T 8 (LC-6) POOL CUTOFF WALL -SEE: DE:TAIL B SHE:ET 10 (LC-8) METAL MAINTE:NANCE GATE · SE:E DETAIL E SHEE:T 10 (LC-8) BIKE RACK -SEe DETAIL I SHE:ET 11 (LC-9) E:XPANSION JOINT AT VERTICAL SURFACE'. -Stt DeTAIL B SHEET 9 (LC-7) RETAINING/ SCRE:EN WALL· SEE DETAIL H SI-JEt::T 12 (LC-10) CONSTRUCTION L!;G!;ND PROJ!;CT MAP rn 10 20 40 SYMBOL CL CP •Q PA POB PT R "" 7 DESCRIPTION CeNTliRLINli CliNTliR POINT E:QUAL PLANTING ARoA POINT OF BEGINNING POINT OF TANGENCY RADIUS ALIGN WITH ADJACliNT SURFACo ALIGN PERPENDICULAR eXPANSION JOINT eXPANSION JOINT W/ S6ALANT SCOR{; JOINT NOTE, ALL DIMENSIONS TO WALLS ARIE FROM FACt OF WALL UNLliSS OTHeRWISli NOTED. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RLA _____ EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE !----l----+---------l----+--!----1--1 SHSEET I CITY OF CARLSBAD ~l ::==='...===:::::P:::LA=N:::N:::IN:::G=D:::E:::P:::AR:::r:::ME:::N:::T===:=::~~==::: DATE INITIAL ENGINEER Of WORK I I REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA GRE;:E;:NS CLUB /2-29-ol ASSISTANT PLANNING DIRECTOR DATE OWN BY: __ _ DATE INITIAL CHKD BY: __ _ CITY APPROVAL RVWO BY: PROJECT NO, PUD 02-llA DRAWING NO. 419-SL r l> "O :0 0 l> 0 I I I I ..... ' 'I I I I I PROJ!;CT MAP CONSTRUCTION L!;G!;ND SYMBOL DE;SCRIPTION CL CENTERLINE CP CENTER POINT EQ EQUAL PA PLANTING AREA POB POINT OF BEGINNING PT POINT OF TANGENCY R RADIUS .rv ALIGN WITH ADJACENT SURFACE 7 ALIGN PERPENDICULAR -----EXPANSION JOINT ---EXPANSION JOINT W/ SeALANT SCORE JOINT NOTE, ALL DIMENSIONS TO WALLS ARe FROM FACe OF WALL UNLESS OTHERWISE NOTED. INTEGRATION [:;ii .... iiiil Dl:cSIGN STUDIO LANDSCAPs ARC~ITeCTS 016 South W1!1ow~prlng Drive l:nc1nltaa, CA 92024,4103 t 760,633.0056 f 760.633.0087 www.lNTEGRATION•DESIG N,com Project............... 04.002 P L A N 7 Mny 04 D A T • ls.t Submlthil R~VISIONS 2 Sept 04 2nd Submittal i',t>~ 64 "'-...... NOT!;S SYMBOL DE;SCRIPTION CONCRETE PAVING -SEE DETAIL G SHEET 8 (LC-6) 2 HAND TOOLED JOINT· SEE DETAIL C SHEET 9 (LC-7) 3 SAW CUT JOINT -SEE DETAIL D SHEET 9 (LC-7) -4 oXPANSION JOINT· SEE DETAIL I SHoET 8 (LC-6) 5 CONCRoTE STAIRS· SEE DETAIL D SHEET 8 (LC-6) 6 METAL HANDRAIL· SEE DoTAIL F SHEET 8 (LC-6) 7 COURTYARD WALL AND PILASTERS· SEE DETAIL BAND H SHEET 7 (LC-5) 8 BRICK PAVING· SEE DETAIL G SHEET 9 (LC-7) 9 BRICK SEATWALL · SEE DETAIL G SHEoT 7 (LC-5) l STUCCO SCREEN WALL· SEE DETAIL D SHEET 7 (LC-5) 11 BRICK DEEP POUR EDGE· SEE DETAIL H SHEET 8 (LC-6) 12 FIRoPLACE WITH BRICK CAP· SoE DETAIL G SHEoT 11 (LC-9) 13 BRICK SEA TWA LL AT FIREPLACE· SEE DETAIL B SHEET 8 (LC-6) 14 WOOD TRELLIS· SEE DETAIL H SHEET 7 (LC-11) 15 CONCRETE POOL COPING· SEE DETAIL A SHEET 10 (LC-8) 16 LOW BRICK WALL· SEE DETAIL I SHEET 7 (LC-5) 17 STUCCO PILASTER· SEE DETAIL 8 SHEET 7 (LC-5) 18 FREESTANDING SCREEN WALL· SEE DETAIL D SHEET 7 (LC-5) 19 LOW RETAINING WALL· SEE DETAIL E SHEET 7 (LC-5) BRICK CAP SEATWALL • SEE DETAIL A SHEET 8 (LC-6) METAL POOL FENCE· SEE DETAIL F SHEET 10 (LC-8) CABANA· SEE DETAIL H SHEET 11 (LC-9) BARBoCUE • SEE DETAIL H SHEoT 10 (LC-8) POOL GATE. si;i; DoTAIL CONCRETo PAVING. SEo DoTAIL G SHoET 8 (LC-6) STREAM BY OTHERS BRIDGE AT STREAM· SEE: DE:TAIL F SHE:ET 12 (LC-10) BRICK PAVING· SEE: DETAILS F & G SHEET 9 (LC-7) POND BY OTHERS CONCRETo MOW EDGE • SeE DETAILH SHEoT 9 (LC-7) 31 E:XPANSION JOINT WITH SeALANT • SEE: DE:TAIL A SHoET 9 (LC-7) 3 CONCRETe STEPPoRS • SEe DETAIL G SHoET 8 (LC-6) 3 POOL CUTOFF WALL· si;i; DeTAIL B SHoeT 10 (LC-8) 3 METAL MAINTE:NANCE GA To· SE:E DETAIL E SHEE:T 10 (LC-8) 3 BIKE RACK· SEE DETAIL I SHEET 11 (LC-9) EXPANSION JOINT AT VERTICAL SURFACE· SE!. DETAIL B SHEET 9 (LC-7) RETAINING/ SCREEN WALL· SEE DETAIL H SHEET 12 (LC-10) FINISH SCH!;DUL!; SYMBOL DGSCRIPTION 0 @ ® © @ © 0 Q) 10 INTEGRAL COLOR CONCRoTe PAVING. DAVIS COLOR "PALOMINO' (3LB. •5447) WITH 5% HAND SEED AGGREGATE KRC ROCK BIRDSEYe BllOWN l/8"-1/4" AND MeDIUM TO HEAVY ACID WASH FINISH. INTEGRAL CONCRETE CHEEK WALL -DAVIS COLOR 'PALOMINO' (3LB. •5447) WITH MEDIUM TO HEAVY ACID WASH FINISH. BRICK PAVING. CUSHWA "GoORGIAN" ANTIQUE o.s. MACHIN• MOLD BRICK ON CONCRETe BASe. SOLDIER COURSE HeADER WITH AN AL TERNA TING RUNNING BOND FIELD (SEE PLAN FOR LAYOUT). GROUT COLOR TO MATCH CONCRoTe COLOR. BRICK AVAILABLE THROUGH VALLEY BUILDING MATERIALS (EDIE MARTIN (949) 855-9994). INTO:GRAL COLOR CONCRETe PAVING WITH BANDS· DAVIS COLOR 'PALOMINO' (3LB. •5447) WITH 5% HAND SEED AGGREGATE KRC ROCK BIRDSEYE BROWN 1/8"-l/4" AND MEDIUM TO HEAVY ACID WASH FINISH FIELD AND 12' WIDE BANDS DAVIS COLOR "PALOMINO" (3LB. '5447) WITH LIGHT ACID WASH FINISH. INTEGRAL COLOR CONCRETo POOL DECK· DAVIS COLOR "PALOMINO' (3LB. •5447) WITH MEDIUM ACID WASH FIO:LD WITH APPROXIMATELY 30" SAWCUT JOINTS (SEE PLAN) AND 12" WIDE BANDS DAVIS COLOR "PALOMINO" (3LB. •5447)WITH LIGHT ACID WASH FINISH. INTEGRAL COLOR CONCRETE POOL COPING· DAVIS COLOR "PALOMINO" (3LB. '5447) WITH LIGHT ACID WASl-l FINISH AND SAW CUT JOINTS PER PLAN. INTEGRAL COLOR CONCRETE PAVING AT CABANAS -DAVIS COLOR 'PALOMINO" (3LB. •5447) WITH MEDIUM ACID WASH FINISH AND 24" SQUARE; SAWCUT JOINTS (SEE PLAN). INTEGRAL COLOR CONCRETE PAVING -DAVIS COLOR 'PALOMINO" (3LB. •5447) WITH LIGHT ACID WASH FINISH AND SAW CUT JOINTS PER PLAN. BRICK PAVING· CUSHWA 'GlaORGIAN' ANTIQUe O.S. MACHIN!a MOLD BRICK ON CONCR!aTI. BAS!.. SOLDIGR COURSE: 1-lEADeR WITl-l AN AL TERNA TING RUNNING BOND FIE:LD (Sl".E: PLAN FOR LAYOUT). GROUT COLOR TO MATCH CONCR.:T.: COLOR. BRICK AVAILABLE THROUGH VALLEY BUILDING MAT!aRIALS (EDIE MARTIN (949) 855-9994). BRICK PAVING -CUSHWA "GEORGIAN' ANTIQUE O.S. MACHIN!a MOLD BRICK ON CONCRO:TE: BASE:. SOLDIER COURS!; HEADER WITH A HERRINGBONE PATTERN FIELD (SE:E PLAN FOR LAYOUT). GROUT COLOR TO MATCH CONCRETE COLOR. BRICK AVAILABLE: THROUGH VALLGY BUILDING MATE:RIALS (EDIE; MARTIN (949) 855-9994). NOTE, 1. USE EXPANSION JOINT WITH SE;ALANT (DJ;TAIL A SHEE;T 9 (LC-7) FOR ALL PAVED AREAS ADJACENT TO POOL. 20 40 rn APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RLA-----EXP----- REVIEWED BY: INSPECTOR DATE DATE l----l---t------------+---t---+-----,r----11 SH6EET I CITY OF CARLSBAD ISH3EE1TS I PLANNING DEPARTMENT ;==:..:::::===========--====: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OATE INITIAL OTHER APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: LA COST A GREENS CLUB APPROVE 12.-2'1-c,t/ DATE DWN BY: DATE INITIAL CHKD BY: __ _ CITY APPROVAL RVWO BY: PROJECT NO. PUD 02-llA DRAWING NO, 419-SL "-t ' u L_ ____________________________________________________________________ __,c........ ______________________________________ ____,....J !ll□-1H-'---1l i L ____ _J 16' IU----klf------j 2 2' III BRICK CAP. cusHWA 'GeORGIAN' ANTIQui; o.s. MACHINE MOLD. SEE DoTAIL C/THIS SHeET FOR LAYOUT (II STUCCO FINISH· COLOR& FINISH TO MATCH ARCHITECTURE [II 16xBx16 CMU COLUMN GROUT ALL CeLLS SOLID· CONSTRUCTION BY CONTRACTOR [Ij 8x8x16 CMU COLUMN GROUT ALL CELLS SOLID· CONSTRUCTION BY CONTRACTOR I}) STUCCO SCREED 1' ABOVE FINISH GRADE 11] FINISH GRADE [z] COMPACToD SUBGRADe BY CONTRACTOR 0 CONCR8E FOOTING BY STRUCT. ENGINeeR [2J COMP"CTeD SUB-BAS• BY CONTRACTOR NOTES, • BRICK, GROUT COLOR, & GROUT JOINTS TO MATCH ARCHITECTURE • ALL BRICK TO BE REDLAND BRICK. INC. AVAILABLE TH ROUGH VALLfY BLDG MA Tl.S. EDIE MARTIN (949) 855•9994 • VERT. & HORIZ REBAR· PER STRUCT. ENGINfeR -~!-u~A_S_T_i;_R_W_.:,_/_B_R_IC_K_C_A_P __ @ 2 101------1 . ~ II lll;c;II - 1---+li,4-Hif..c..1 1IT m ::_ . II TT mgajfi,"lf---14 .;\;l+IAll1, ,'v-4#ffl#_fff-!.--ls I ~'•I~\" . "f W,litµ;;c;J.U;;:;;""!_j_.LA .~,_1,l!iiill!.lm= 6 LEGEND III 2x8•16 PR!;CISION BLOCK CAP m FINISH GRADE m COMPACToD SUBGRADe • BY CONmACTOR [II WATER PROOF MEMBRANE • BY CONTRACTOR m WALLSUBDRAIN • BY CONTRACTOR 0 CONCReTE FOOTING· SIZE & R!;INFORCEMeNT BY STRUCT. eNGINErn [z] COMPACTED SUB-BASe • BY CONTRACTOR 0 STUCCO SCREED 1" ABOV!; FINISH GRADE 8x6x16 CMU GROUT ALL CRLS SOLID· 1 ~ . . <1. A , [2J CONSTRUCTION BY CONTRACTOR ill [@ STUCCO FINISH· COLOR & FINISH TO MATCH ARCHITECTURE; lT LmWLrriill illliiill! -1· 1· = NOTe, • VERT. & HOR1Z. REBAR BY STRUCT. eNGINeER SE:CTION ~ -TT-u 1 LJ_C_C_Q_R_E;:_T A_I_NI_N_G ___ ® 2 LEGEND III BRIICK CAP· CUSHWA "G[ORGIAN' ANTIQUE O.S. MACHINE MOLD. 0 BRICK CAP -CUSHWA "GEORGIAN' ANTIQUE O.S. MACHINE MOLD.· TURNeD AT 45"TO LENGTH OF WALL m BRIICK. CUSHWA 'GEORGIAN' ANTIQUE O.S. MACHINE MOLD.· RUNNING BOND PATTERN Q] 8:x<llx16 -CONSTRUCTION BY CONTRACTOR [[] eXIPANSION JOINT· SeE DETAIL B/SHEeT 9 0 FINISH SURFACE· SEE: PLAN -4 m COMPACTED SUBGRADe • BY CONTRACTOR 0 COMPACTED SUB·BASE -BY CONTRACTOR m CONCRETE: FOOTING BY STRUCT. lalNGINlaER 1!21 FINISH GRAD• . . Jhc:;lJI-_ ·' . LI~ • . . fill ''-'NO.;;..T:..;;•S::.' ----------.. mill • BRICK, GROUT COLOR, & GROUT JOINTS TO 8 -=. !!11=.'II[ MATCH ARCHITlaCTURE -l]]~n\11 I 11--Jll--.cl ll;;,II I-• ALL BRICK TO Bia REDLAND BRICK, INC. 1:L1:v A noN;si;ir1ON n! m~riin~mm!Iiifirn ~6~1~A:~~~7:~~~~~~.v BLDG MAT. • vrnT. & HORIZ RlaBAR -PeR STRUCT. eNGINliER -~9-BK]W_B_RI_C_K_SC_R_~_E;:_N_W_A_L_L _CD !ll□-1--11 i L ____ _J PLAN VIE:W 16' = 1-1]-1 w_u -3 I =ITE!-fT JI 0ITT;;';Ul 91-'~~pt..:..... ;';;llf;.-';l_l!jjj ----iF- . ---~ --c I •w iT ·,. . ' r SE:CTION LEGEND III BRICK CAP -CUSHWA 'GEORGIAN' ANTIQUE O.S. MACHI Ne MOLD. ·SEe DETAIL C/THIS SHeET FOR LAYOUT (II STUCCO FINISH· COLOR & FINISH TO MATCH ARCHITECTURe [II 16x8x16 CMU COLUMN GROUT ALL CeLLS SOLID· CONSTRUCTION BY CONTRACTOR [Ij STUCCO WALL SEE DETAIL H/THIS SHEET I}) 6x6x16 CMU COLUMN GROUT ALL CELLS SOLID· CONSTRUCTION BY CONTRACTOR 11] STUCCO SCREED 1' ABOVE; l'INISH GRADE [zJ FINISH GRADE [fil CONCRETE FOOTING BY STRUCT. laNGINEER [2J CONCRETE SUB-BASE· BY CONTRACTOR [@ COMPACTED SUBGRADla BY CONTRACTOR (ill LOW STUCCO WALL S[E DETAIL H/THIS SHeET NOTES, • BRICK, GROUT COLOR & GROUT JOINTS TO MATCH ARCHITECTURE • ALL BRICK TO Be REDLAND BRICK INC. AVAILABLE THROUGH VALLlaY BLDG MATLS. EDIE MARTIN (949) 855-9994 • vrnT. & HORIZ REBAR. PER STRUCT. ENGINEER STUCCO PILAST~R @ -------B PIL-SU2 1& • -0 ' ... WALL CAP PLAN CAP LAYOUT FOR 16' PILASTER ~EE p9e1~: .__.__,BBB~ CAP LAYOUT FOR 20' PILASTER PLANVIE:W LEGeND III STUCCO PILASTeR -SEia DETAILS A & B/THIS SHEET (II OVERHEAD PILASTER· SEE DETAIL H/SHliET 21 m PILASTER BELOW NOTES. • BRICK, GROUT COLOR, & GROUT JOINTS TO MATCH ARCHITECTURE • BRICK CAP-CUSHWA "GEORGIAN' ANTIQUE 0.5. MACHINE MOLD. • ALL BRICK TO BE REDLAND BRICK, INC. AVAILABLo THROUGH VALLEY BLDG. MA Te RIALS EDIE MARTIN (949) 855-9994 -~}-L~A_s_r_1;:_R _B_R1_c_K_,c_A_P_L_A v_o_ur_© 2 3 4 101--- SE:CTION III BRICK CAP CUSHWA "GEOGIAN' ANTIQUE MACI-UNE MOLD -2 FULL BRICKS FLAT (SEE PLAN Vli;W) [II 8x6x16 CMU GROUT ALL CELLS SOLID. CONSTRUCTION BY CONTRACTOR [II FINISH GRADla [Ij COMPACTED SUBGRADE -BY CONTRACTOR IT) WATERPROOFMEMBRANE • BY CONTRACTOR III WALLSUBDRAIN • BY CONTRACTOR [zJ CONCRETE FOOTING• SIZE & REINFORCEMENT BY CONTRACTOR [fil COMPACTED SUB·BASE -BY CONTRACTOR [2J FINISH SURFACla -SEE PLAN l@J eXPANSIOIN JOINT. SEED.TAIL B/SHEET19 [ill BRICK VENEER CUSHWA •GEORGIAN• ANTIQUE; MACHIN• MOLD· RUNNING BOND PATTERN • BRICKANDGROUTTOMATCH ARCHITECTURE • ALL BRICK TO Be REDLAND BRICK INC, AVAILABLE THROUGH VALLEY BLDG MAT. I.DIE MARTIN (949) 855·9994 -~.~-Kl I_C_K_SE;:_A_T_W_A_L_L_R_~_TA_I_N_IN_G ____________ @ INT!;:GRATION r.i iiiiiiiii -DtSIGN STUDIO LANDSCAPE ARCHITECTS 616 South Willowspring Drive Encinitas, CA 92024.4103 I 7 60.653.0056 f 7 60.633.0087 www.lNTlaGRATION-DlaSIGN.com PLAN DATE;: 07 May 04 1st Submittal RE;:V S ONS 03 Sep 04 2nd Submittal 115 I>&.... f,,J ... 'Sil~ DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION 2 3 l LEGEND III PILASTER W/ BRICK CAP· SEE DETAIL A/THIS SH eET m BRICK CAP· CUSHWA 'GEORGIAN" ANTIQUe O.S. MACHINE MOLD. WALL CAP PLAN m BRICK CUSHWA "GEORGIAN' ANTIQUE O.S. MACHIN• MOLD •• TURNlaD AT <15' TO LENGTH OF WALL [II STUCCO FINISH· COLOR & FINISH TO MATCH ARCHITECTURE m 10x6x16 • CONSTRUCTION DY CONTRACTOR 0 STUCCO SCReED l' ABOVE FINISH GRADE [z] COMPACTED SUBGRADE BY CONTRACTOR ro 0 CONCRETE ~OOTING BY CONTRACTOR III FINISH GRADE NOTES, • BRICK, GROUT COLOR, & GROUT JOINTS TO MATCH ARCHITECTURE • ALL BRICK TO BE REDLAND, INC". AVAILABLE THROUGH VALLEY BLDG 8 MATLS. EDIE MARTIN (949) 655-9994 • VERT. & HORIZ REBAR -PER STRUCT. ENGINEERi E:LE:VATION/SECTION ~~~cco WALL W/ BRICK CAP© 12' LEGEND OJ 10' WIDE WALL CAP 1------12 m STUCCO FINISH. COLOR & l'IN1SH TO MATCH ARCHITECTURE m 6x6K16 CMU • CONSTRUCTION BY CONTRACTOR GJ STUCCO SCREED 1' ABOVE FINIS!-! GRADE m FINISl-l GRAD, 0 COMPACTED SUBGRAD& • BY CONTRACTOR [z] CONCRETE FOOTING. SIZE & REINFORCEMENT BY STRUCT. ENGINGER 0 COMPACTED SUB-BASE • BY CONTRACTOR NOTE, • VERT. & HORIZ. REBAR BY STRUCT. ENGINEER SE:CTION -~9-SUlW_ST_U_C_C_O_W_A_LL ___ ® "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RC!: EXP. OAT£ LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE I SH;ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 1 LANDSCAPE' IMPROVE'ME'NT PLANS: LA COST A GREENS RECRE;:ATION CENTE;:R APPROVE[ -~ 7 v ,~~ /2~zct-O</ ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: PUD 02-llA 419-SL u;> Project................................... 04.D02 U .__ _______________________________________________ ...;_ ______________________________________________________________________________________________ J....1 Z:\2004 P R 0 ,J [ c T s\04.002 LC Greeri! Recrelltion Center\Drawing Files\Plan!!\CDETS.dwg\Sheet Name LC-5 -Sep o:s, 2CC4 -12:.39pm L_ WALL CAP PLAN 6 t------t 3 4 { , A LLL----L..I . f ID . </ 11 -~-,--'---jff"''ffl"--l 5 : I ., . "' LEGEND OJ BRICK CAP CUSHWA 'GEORGIAN' ANTIQUE O.S. MACHINE MOLD-2 FULL BRICKS FLAT (SEE PLANS) II] 12" CMU COLUMN· CONSTRUCTION BY CONTRACTOR . [}) FINISH GRADE 8) COMPACTED SUBGRADE • BY CONTRACTOR [[j CONCRETE FOOTING • SIZE & REINFORCEMENT BY CONTRACTOR II] COMPACTED SUR-RASE • BY CONTRACTOR (z] STUCCO SCREED I" ABOVE FINISH GRADE II] STUCCO FINISH -COLOR & FINISH TO MATCH ARCHITECTURE NOTE, • ALL BRICKS TO BE REDLAND BRICK, INC. AVAILABLE THROUGH VALLEY BLDG MATLS. -EDIE MARTIN (949) 855-9994 S!;CTION 4 LLL..l.L,j_ "1 J --~"tfjlaiffisatf--i 5 !m!DrnW• mrr LEGEND OJ BRICK CAP CUSHWA 'GEORGIAN" ANTIQUE O.S. MACHINE MOLD· 2 FULL BRICKS FLAT (SEE PLANS) m 8x6xl6 CMU -CONSTRUCTION BY CONTRACTOR I}) FINISH GRADE GJ COMPACTED SUBGRADE • BY CONTRACTOR [[j CONCRETE FOOTING· SIZE 11. REINFORC~ENT BY STRUCT. ENGINEER III COMPACTED SUB-BASE • BY CONTRACTOR (z] FINISH SURFACE-SEE DETAILG/SHEET9 (LC-7) III EXPANSION JOINT -SEE DETAIL B/SHEET 9 (LC-7) (B BRICK VENEER CUSHWA 'GEORGIAN" ANTIQUe O.S. MACHIN• MOLD-RUNNING BOND PATTERN NOTES, • BRICKANDGROUTTOMATCJ.l ARCHITECTURE • ALL BRICK TO BE REDLAND BRICK INC. AVAILABLe THROUGH VALLEY BLDG MAT. EDle MARTIN (949) 855-9994 -~-~-Tl IC_K_C_A_P_S_~_A T_W_A_LL ___ @ -~-~-K21C_K_S_~_A_T_W_A_L_L ----@ --/ ' / 9" ~ \ I \ I 1-----<6 ih 4'-2' 5' 7 '4. 6" POST CONN!;CTION HANDRAIL S!;CTION OJ \Y,"x''/4' SQ. TUBULAR STEEL HANDRAIL NECK II] \Y,"x¾" STEEL STRAP HANDRAIL (MOLD ENDS PER --DETAIL)OFFSETHANDRAIL2'FROMWALL ----III--~ COMPACTED SUB-BASE -BY CONTRACTOR -ITI-L::!J mbn=1n~ 0 coNcRerE PAVING-SEE PLAN ·-'Ii -ii ill-r ([] CONCRETE STEPS SEE DETAIL D/THIS SHEET ~ll-IT --" ·· ... . 1-ill-·i I!, q1 ]Y,• SQUARE STEEL TUBULAR POST· CENTER ON lil~=fll=m-rr1li~LI J ~~= : :::p::;~::::.:::::~::::::RACTOR :rn 1 .rr1=..=1r . ,ij r _, ,,= L!..J -·1;;'TTl·· rn 1n = -III STEE:L COVER SHOE -II-'-I II) HANDRAIL CONNECTION-CORED NOTTO n EXCEED SHOE COVER DIMENSIONS • CONTRACTOR TO PROVIDE OWNER W/ SHOP NOTE& DRAWINGS FOR APPROVAL (jQ] POR-ROCK OR EQUAL S!;CTIO~ • ALL WELDSSHALLBEGROUNDSMOOTH • PAINT COLOR TO BE BENJAMIN MOORE (ill 2',J,'SQ.STEEL POST CAP ~--!-T~-~_L_J-I_A_N_D_R_A_I L ___________ •_213-7-l-O'O_TT-ER-BR-OW_N·-------------® l m[ <l ' ' ---~--- --, -Wffijf ffi~-'W'-I --l~TTt--r .;c.111'--'l!l' --'ITT--ffic.cf S!;CTION L!;G!;ND m CONCR!;TE PAVING-si;i; FINISH SCHEDULE FOR COLOR & FINISH (D!;PTH AND REINFORC!;M!;NT P!;R SOILS R!;PORT R!;COMM!;NDATIONS) STE!;l ROD W / SLi;i;vi; -SE!; SOILS REPORT FOR s1zi; RECOMM!;NDA TIONS [}J Ys• RADIUS (TYP.) GJ ½" WIID!; !;XPANSION JOINT -usi; "POL Yl=EL T #160 Pl=3" OR EQUAL (I] COMPACT!;D SUB-BAS!; -BY CONTRACTOR [II COMPACT!;D SUBGRAD!; -BY CONTRACTOR (z] SE!; SOILS REPORT !=OR RECOMM!;NDA TIONS -~p~-NTP_A_N_SI_O_N_J_O_I N_T ____ CD INTI;GRATION ~~OSCAP [;ii iiiiiiiii iii DE;SIGN STUDIO ~ -__, LANDSCAPE ARCHITECTS 616 South Willowsprlng Drive E:ncinitas, CA 92024.4103 OF c,&.1.1 I 7 60.633.0056 I 760.633.0087 www.lNTE:GRATION-DE:SIGN.com Project.................................. 04.D02 4 1- /,,r=="m,, ~1/ II 11 12" 11 "1 . . <I . ) I -)]-JI 1;:; · """'"" --UJ'-cTI SI 1-ffi. 1,.-"ITI -IIF-'ITJ'L'm"' 1--- ·. --11- 1 rrLI-ii'i n ffilll,';',tll;-~mmfi [!Ilmillrn~ifl~1ITil1i=ffi <I \ n n 11 11 ITl-l I OJ-II n n a· n -•rTYP.'r :0 • -0 VARl!;S -SEE PLAN EL!;VATION LEGEND OJ FREESTANDING HANDRAIL-SE~ DETAIL F/THIS SH£ET II] ADJACJ;NTPAVING-SEE PLAN [}) COMPACTED SUB-BASE· BY CONTRACTOR 8) CONCRETE STEPS -:STEEL SIZE AND PLACEMENT BY CONTRACTOR [[j EXPANSION JOINT -SEE DETAIL I/THIS SHEET II] COMPACTE:D SUB-GRADE· BY CONTRACTOR (z] ¼"xli,'SAWCUTSAFETYGROOVESW/ HAND-PAINTED CONTRASTING STAIN COLOR (TO BG SELECTED BY LANDSCAPE ARCHITECTI III ½"RADIUS@ NOSE; OF STEP (B POURl;D IN PLACE CONCRHE CHEeK WALL d!!Tic..111= 11 l-'ij]-01Tj='l7_(-'ill' -ITI~..:llTc..cT '-------17 9 SECTION J CONCR~T~ STEPS @ ---------------D STP-CON l LlaGlaND [iJ CONCRi;ri; PAVING -si;i; FINISH SCH!;DUL!; FOR COLOR AND FINISH (D!;PTH AND REINFORC!;MENT P!;R SOILS R!;PORT RECOMMENDATIONS) [Ij SE:E SOILS REPORT FOR RE:COMMENDATIONS [}J COMPACTED SUB-BASE (BY CONTRACTOR) GJ COMPACT!;D SUBGRAD!; (BY CONTRACTOR) -S?-ON _NC_R_· ~_T_~ _PA_V_IN_G ____ ® p L A N D A T E 07MayO4 1st Submittal R E V s I 0 N s 03SepO4 2nd Submittal I.IS tieG t>.\-p1J"''-',<I& DATE INITIAL ENGINEER OF WORi REVISION DESCRIPTION <I ' "_,11~,g '. "1 _Lt_G_EN_D __________ _ -'Il · 8) OJ FINISH GRADE -~~m4~~:lll~!/----/ l' IN TURF ARl=AS __ __ •. 5 2' IN SHRUB AReAS ·-II-' _nm [, Ill"--"1rr'i:c,-[l'~II; II] INTEGRAL COLOR CONCRETE PAVING I mM!!='fT] • STER SIZE 11. PLACEMENT BY CONTRACTOR [l=il ='I . --'j II--(SEJ; FINISH SCHEDULE; FOR COLOR AND 8" S!;CTION 8" S!;CTION " FINISH) 7 8 [}J COMPACTED SUB-BASE (SEE SOILS REPORT FOR RECOMMENDATIONS) 8) COMPACTED SUBGRADE (SEE SOILS REPORT FOR RECOMM•NDATIONS) [[j DEEP POUR CONCRETE EDGE III STON(;, TERRA COTTA OR BRICK PAVER (SEE PLAN AND FINISH SCHEDULE) 0 MORTARBED III SLIP SHEET• BY CONTRACTOR -~-D-~~_P_P_O_U_R_P_A_V_I N_G_E_D_G_~---1® "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE I SH~ET I ~ CITY OF CARLSBAD PLANNING DEPARTMENT 1 LANDSCAPE:. IMPROVEMENT PLANS: LA COST A GREI;NS RI;CREATION CENTER APPROVED "'"?"l,.J,t V LZ-2'1'-0'/ ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: PUD 02-llA 419-SL ,.._ ______________________________________________________________________________________________________________________________________________ _, Z:\2004 P R O J E C T S\04.002 LC Greens Recreation Cenler\Drawing Files\rlans\CDETS.dwg\Sheot Name LC-6 -Sep 0.3, 2004 -12:38pm --0 ' ~ 1 SE;CTION LEGEND OJ CONCRETE PAVING· SEE !=!NISH SCHEDULE !=OR COLOR & !=!NISH (DEPTH AND REINFORCEMt:;NT Pt:;R SOILS REPORT RECOMMENDATIONS) STEt:;L ROD W/ SLE;EVE; -SEE SOILS REPORT FOR SIZE RECOMMENDATIONS [}J ½' RADIUS (TYP.) QJ !=ILL JOINT W/ JOINT St:;ALANT. SEALANT COLOR & COLOR !=!NISH TO BE APPROVED BY LANDSCAPE ARCH. PRIOR TO INSTALLATION [fil Ya' WIIDE E;XPANSION JOINT -USE "POLYl=ELT #]60 Pl=3" OR EQUAL ill COMPACTED SUB-BASE -BY CONTRACTOR (I] COMPACTJ;;D SUBGRADJ;; -BY CONTRACTOR I]] SEE; SOILS RE;PORT !=OR RECOMMENDATIONS -~~-n P_A_N_Sl_O_N_J_T._W--=-/_S_(;A_L_A_N_T_@ 2 3 4" MIN. SE;CTION 3 41 5 6 IT) POUR IN PLACE: CONCRE:TE: TOE: IT] INT LOCKING PAVEllS. RUNNING BO D PATTERN -SeE PLAN GI DEEaP CLEaAN NON-PLASTIC SAND laR Gi:;on;cHNICAL iaNG SUB-BASE: PEaR STRUCT. EaNGINE[R □ ~□ --------□□ . 6 COMPACTeD SUB-GRADE; PtR STRUCT. tNGINeER PLAN VIE;W t:: t PAVERNOTeS • PAVlaR SHALL BE CLEAN AND FR FOl!lalGN MATEaRIALS BEFORE INSTALLATION. • INSTALLATION SHOULD STAR FROM A NER OIR STRAIGHT EDGE AND PROCEED FORWARD ovrn E UNDISTURB SAND LAVING COURSE. • PAVING WORK SHALL BE UMB. L.VEL, AND UE:: TO LINE GRADE, IT SHALL BE INSTALLlaD PROPERLY, C INCIDE AND ALIGN, TH ADJAClaNT WORK AND ELEVATIONS. • PAVING STONES SH LD BE; INSTALLtD HAND TIGI ON THE: UNDISTURBI.D SAND LAYING COU i;. STRING LINEaS SHOULD BE IJ D TO HOLD PATTERN LINEaS mu •. • GAPS B.TWEEa HE EDGE OF THE PAVER SURFACIE SH L BE FILLED WITH STANDARD PA RS OR WITH PA vrns CUT TO FIT. CUT PA ms SHOULD BE: NO SMALLEaR TH ON• THIRD THE; SIZE: OF FULL PAVE':RS. CA SHOULD BEa TAKEN WHEN ESTA ISHING Tl-I• LAYING PATTERN TO INSURE; THti LEaSS THAN ONE THIRD PAV SARE MINIMIZED. • PAYERS lE SET INTO THE SAND LAYING COURSE IBY ROLLEaR PLATE VIBRAT R CAPABLE OF 3,000 T05,000 COMPACTION FORCL IBRATION SI-IAL • CONDUCTED IN CROSSING PATHS UNTIL THE PAVEaMEa SURFACE IS SMO TH AND REQUIRED ELEVATION IS ACHIEVED. GAPS BETWEE AVERS SH LD AT THIS POINT SHOULD BE FILLEaD TO ABOUT TWO THIRDS F THE P rn·s FULL HEIGHT. GAPS BETWEEN EDGES SHOULD BE NO MORI, AN 3/16' DE AFTER VlllRATION. GAPS GREaATEaR THAN 3/16' SUGGEST Tl IAT L S THAN ATISFACTORY INTeRLOCK WILL BE ACHIEVeD. PAVeRS WITHIN THREe EaT OF NRESTRAINED EDG[S MUST NOT B[ COMPACTED. • ONCe PAVeRS ARE VIBRATED INTO PLACe, CleAN, DRY SAND SHALL BE BROOMED OVER THE PAVEMENT SURFACE AND VIBRATED ONCE MORE INT THE REMAINING UNFILLED GAPS BETWEeN PAVeRS TO THE HEIGHT OF THE JOINT BEVEL.SURPLUS SAND SHOULD B[SWEPT FROM TH[ PAV[MENT SURFACE AND DISPOSED OF. • THE COMPLE;TED PAVING STONE INSTALLATION SHOULD BE WASHED DOWN AND CLEANED TO PROVIDE A CLEAN FINISHED WORKMANLIKE INSTALLATION. ONCRETE PAVERS i ~ SECTION LEGEND OJ ANY VERTICAL SURFACE SUCH AS BUILDING WALL, SITE WALL, CURB, PLANTER ETC. III lB" RADIUS (TYP.) m CONCRETE PAVING -SEE FINISH SCHEDULE !=OR COLOR & FINISH (DEPTH AND REINl=ORCEMENT PER SOILS REPORT RECOMMJ;;NDATIONS) m Ya• WIDE EXPANSION JOINT -USE "POL YFEL T #160 PF3" OR EQUAL m COMPACTED SUB-BASE IF REQUIRED (SEE SOILS REPORT FOR RECOMMENDATIONS) ill COMPACTE:D SUBGRADE; (SE;E SOILS REPORT FOR RE:COMMENDATIONS) -~p~- 12 P_. J_T_. A_T_V_E_RT_. _S U_R_!=_A_CE __ @ SECTION LEGEND OJ POND WATER LEVEL IT] CONCRETE POND EDGE -BY POND CONTRACTOR [II MORTAR. THICKNESS BY CONTRACTOR GI CONCRE:TE BASE. SIZE, STEEL & PLACEMENT BY CONTRACTOR [Ij BRICK PAVING RUNNING BOND PA TT.RN -SEae PLAN [Ij COMPACT.D SUB-GRADE PER STRUCT. ENGINEER III SUB-BASE PER STRUCT. ENGINEER NOTE, • SEE PAVER NOTES ON DETAIL I/THIS SI-IEaET • HEAD.R COURSE AT POND EDGI, TO BE MORTAR S.T -~~-K}_C_K_PA_V_I_N_G__,.@..___PO_N_D ___ ® INTr;:GRATION ~~!)SOAP ----DE::SIGN STUDIO CJ ... --1 LANDSCAPE ARCHITECTS 616 South Willowspring Drive Encinitas, CA 92024.4103 OF CM-' I 760.633,0056 I 760.633.0087 www.lNTEGRATION-DESIGN.com p LE:Gt:;ND l 2 ill CONCRE;TE PAVING -SEE l=INISI-I SCHE;DULE: !=OR COLOR & !=!NISH (Dt:;PTH AND REINl=ORCEMENT PER SOILS REPORT RECOMMENDATIONS) 3 III Ye" RADIUS MAX. II] HAND TOOLED SCORE JOINT -½"DEPTH GJ COMPACTt:;D SUB-BASE: -BY CONTRACTOR m COMPACTED SUBGRADE; -BY CONTRACTOR m SJ;;E; SOILS RJ;;PORT FOR RECOMMENDATIONS SE;CTION HAND TOOLl;D SCORE JOINT © SCR-JNT l Jn lm --''--'-----' 2 --"-'---'3 PLAN VIEW OF RUNNING BOND PATTERN W/ SOLDIER COURSE; BAND 3 4 5 Timl·.f~fff~k~ -n~ .. 1 %ffi~~~""'--·~s:r:.--· --'--Cfil ~fil"lTl;c;c;I i:;';ljJ--=m-m--'Il}-W Cl fcd 11 ,,,DJ.,;illcnilloc;illm St:;CTION LEGEND OJ FINISH GRADE III BRICK PAVING· (SEE FINISH SCHE:DULE) m SOLDIER COURSE BRICK 'WET SET' ON CONCRETE FOOTING QJ MORTAR BED m SLIP SHE;ET -BY CONTRACTOR m CONCRETE BASE· SIZE, STEEL SIZE, & PLACEMENT BY CONTRACTOR [I] COMPACTE;D SUB-BASE -BY CONTRACTOR m COMPACTED SUBGRADE -BY CONTRACTOR BRICK PAVING LAYOUT @ -------G PAV-BKl L A N D A T i;: 07May04 1st Submittal R ~ V I s I 0 N s 03Sep04 2nd Submittal l,St,l.l, o~ ft ""-c;~& DATE INITIAL REVISION DESCRIPTION LEGEND OJ CONCRETE PAVING -SEE FINISH l 2 SCHEDULE !=Oil COLOR & !=!NISH (Dt:;PTH AND Rt:;INl=ORCE;ME;NT PE;R SOILS REPORT RECOMMENDATIONS) ill[ <I . A 3 <I III Ys· RADIUS MAX. II] SCORE JOINT -33% 01= CONCE;TJ;; DEPTH 5 m COMPACTl:'.;D SUB-BASE; ·=IIl,-'UI--. . ~rn • BY CONTRACTOR illfiil -I[j-~ -1-----I !m!Jl--= TI ~ m COMPACTE;D SUBGRADE; r -" ·-Ul· :IT~TTT:':'f -BY CONTRACTOR ill si::;i::; SOILS Rt:;PORT !=OR RECOMMENDATIONS SE;CTION ~ -R~-TlW_C_UT_S_C_O_R_E_J_O_IN_T __ ® 2 3 LEGE;ND • --0 OJ CONCR.TE MOW CURB IT] •3 ReBAR CONTINUOUS 6" SECTION • OVERLAP ST.EL JOINTS 16" MINIMUM I}) )',' RADII ITYPICAU GJ FINISH GRADE NOTES, • SCORE JOINTS AT 5' O.C. • eXPANSIONJOINTSAT20'0.C • CONCRETE TO BE L.M. SCOFIELD COLOR -TO BEa SELECTED BY LAND. ARCHITECT ?c -~-:61~_0_N_C_R_E_T_E _M_O_W_S_T_R_I P __ ® "AS BIU IL T" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE I SH~[T I CITY OF CARLSBAD rn PLANNING DEPARTMENT l LANDSCAPE: IMPROV[M[NT Pl.ANS: LA COST A GREENS i Rt;:CREA TION CENTER ' ' APPROVED\_ - /eu 12-2,.oy ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PUD 02-llA 419-SL r-... ' ENGINEER Of WORI OTHER APPROVAL CITY APPROVAL RVWD BY: '--------------------------------------------------------------------P_r_oj_ec_t_ ... _ ... _ .... _ ••. _ ... _ ••• _ .... _ ... _ ... _ .•• _ ... __ D4_._0D_2 _________________________________________________________________ ....J ~ Z:\2004 P R 0 J E C T S\04.002 LC Greens Recreotfol'I Center\tlrriwini.J Files\Plrms\C'JETS.dwg\Sheet Name LC-7 -5'.lp 03, 2004 -12:48pm SECTION LEGEND III WATER LEVEL III )!," RADIUS 11) EXPANSION JOINT W/ SEALANT -SEE DI.TAIL A/SHEET9 0 POURED IN PLACE CONCRETE POOL COPING (SEE FINISH SCHEDULE) ill GUNITE BOND BEAM WITH STEEL REINFORCEMENT BY POOL CONTRACTOR m POOLDECK II) COMPACTED SUB-BASE· BY CONTRACTOR (fil COMPACTED SUBGRADE • BY CONTRACTOR (2] POOL PLASTER· COLOR WHITE l!2] WATi::R LINE TILE SET IN MORTAR. W/ WATERPROOF MEMBRANE BEHIND TILE, TOP HORIZONTAL JOINT BETWEEN TILE AND COPING SHALL BE THIOKOL· TYPE & COLOR TO BE SELECTED BY LAND ARCH. ~ -_-~_N_C_R~_T_~_P_O_O_L_C_O_P_I N_G ___ @ 3' -r If I LEGEND .... ---1;;_=;ir.=;;:t:;;=::;::::;:::;;:==r,::;;::;;:===;::::;;:1-III GAT• & LOCK MAN DLE . TYPE To m; APPROVoD BY OWNER. = ro Jl.5:'.'-Wl--11-li-ll--lWlll!:J / J: IH--llf-l;, I I Jll---!H-t-lH1. ,~ 6 III l½" so. TUBULAR STEEL FENCE RAIL 11] l½" so. TUBULAR STooL FENCE POST (II %"SO.TUBULAR STEEL FENCE PICKt;;T ill SELF-CLOSING GATE HINGES (LOCATION & TYPE BY CONTRACTOR. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS) []) FINISH GRADE i--:i--1 J.lilgrrlilllu c!""i--Jnp::.''!M1rr~rni: '1fU];f;1i1 ~---11.F -llf,-I -11 .J,,·lli,il-l=---18 ~m-_ 11;;:;IJ! I1~ITI'-_1_-""11=-llr II~nb11 , , 11 fil ~u:;. !millmll · 1 1.m! NOTES, 7 II) COMPACTeD SUBGRADE (SEE SOILS RePORT FOR ReCOMMENDATION) (!I CONCRETE; FOOTING ~ii'" ' rn~~~ml . GATES SHALL BE EQUIPPED W/ SELF-CLOSING & Sl:CTION/1:U;:VA TION SELF-LATCHING DiaVICES-THE SELF-LATCHING DEVICo 51--1-l- ELEVATION ENLARGEMENT OF GATE HANDLE SHALL BE DoSIIGNeD TO KEEP THE GATE SECURELY CLOSED. • GATES SHALL BE CAPABLE OF BtlNG LOCKED • ALL STEEL SHALL BE PRIMED & PAINTED PER SPECIFICATIONS. FINAL PAINT FINISH SHALL BE BENJAMIN MOORE •2137-10 'OTToR BROWN" • ALL WELDS TO Be GROUND SMOOTH. • FENCE; CONTRACTOR SHALL SIT[ VERIFY EXACT SIZE OF FENCi'; PRIOR TO FABRICATION. • CONTRACTO~ SHALL PROVIDE SHOP DRAWINGS. • LOCATION or: FENCE SHALL BE APPROVED BY LAND. ARCHITECT PRIOR TO INSTALLATION -~~-~_IN_T_~N_A_N_C_t;:_G_A_T_~ ---® 1 2 4 Sl:CTION LEGEND OJ 2" 01= 3/a' Dl:COMPOSl:D GRANITE -S[I: i=INISH SCHl:DULE [II COMPACTED SUB-BASE -BY CONTRACTOR [II¼" MAX. [I] m FINISH GRADE -1" IN TURI= AREAS • 2" IN SHRUB AREAS :Xl'x4" GAL VANIZl:D STl:l:L EDGING BY SURE-LOC (800) 787-3562 16" GALVANIZl:D STEEL STAKE: BY SURE-LOC-TO LOCK INTO PRl:i=ORMED SLOTS ON THE EDGING NOTE:: • INSTALL Pl:R THI: MANUFACTURl:R'S . Rl:COMMl:NDA TIONS 12 11 'X' DEPTH OF 'Z'MINIMUM 'Y'MINIMUM CUT-OFF DEPTH OF THICKNESS OF LEGEND III FINISH GRADE III ¾'GRAVELW/GEOFABRIC WRAP AROUND EXTeRIOR m POOL DECK CUT-OFF WALL & REINFORCEMENT -SEE STRUCTURAL DETAIL & SOILS REPORT FOR RECOMMENDATIONS 0 AReA OF SLOPt;;D SUBGRADE & SUBDRAIN CH/ SUBDRAIN BELOW POOL LINES· UTILITY/RETURN INLITS) PER SOILS ENGINEER m LINE OF OVER 8<.CAVATION 0'-6' MINIMUM)· []) POOLDECKPAVING II) SAND BACKFILL (S.E. > 30) [Ij EXPANSION JOINT PReSATURATION SAND BACKFILL m POOL COPING. SE:E DETAIL A/SHEET10 MEDIUM EXPANSION 18 INCHES HIGII EXPANSION 241NCHES VeRV HIGH EXPANSION 30 INCHES SECTION 141NCHES 201NCHtS 261NCHES 18 INCHsS 241NCHES 30 INCHeS l!2] GUNITe POOL WALL [ill 4" PERFORATED DRAIN• SCH. 40 PVC OR SDR 35 W/ GeOFABRIC WRAP @J "Z' DEPTH PER SOILS ENGINEER -150% PRESTURATION -S.?-FF _NC_._P_O_O_L_C_U_T-_O_!=l=_W_A_LL_® in 8' 4" ~ " " • I o.c. -III 3 • C IC h> .... 4 I/ . Sl:CTION/1:Ll:VATION • ALL STEEL SHALL BE PRIMED & PAINTED PER SPECIFICATIONS· COLOR TO BE BENJAMIN MOORE "2137-10 'OTTER BROWN. • ALL WeLDS TO Be GROUND SMOOTH. • FENCE CONTRACTOR SHALL SITE VERIFY EXACT SIZE OF FENCe PRIOR TO FABRICATION. • CONTRACTOR SHALL PROVIDE SHOP DRAWINGS. • LOCATION OF FE:NCE SHALL Bo APPROVED BY LAND. ARCHITECT PRIOR TO INSTALLATION III 1½" so. TUBULAR STEEL FENCE RAIL [Ij 1},' SQ. TUBULAR STEEL !=ENCE POST 11) ¾"SO.TUBULAR STEEL FENCE PICKET (II FINISH SURFACE m CONCRETE FOOTING [Ij COMPACTED SUBGAADE (SeE SOILS REPORT FOR RECOMMENDATION) ~~BULAR STL. POOL !=i;NCING@ INTt;GRATION ~---f-~DS CA}>.!' DESIGN STUDIO 2f '"" -..., "-I LANDSCAPE ARCHITECTS 616 South Willowspring Drive tc" OF C~\.I l:ncinitas, CA 92024,4103 I 7 60.633,0056 I 760.633.0087 11' O~<fil 1 2 5 2'-6' PLAN 1 11 BACK l:Ll:VATION l ~ : I , lilmDL!rr •. -fn --. l--8 1[~;: ff . . -=:: II= -·----1- SECTION/l:Ll:VATION :0 ' N 3 vru 5 3 3 l rill ~;:::c:'.:JC:'.:J:::J:'.:1:::::1::::I::r::::c::::ic:JC::Jtl::tJ::r;v ELEVATION OJ FINISHl:D SMOOTH CONCRETE COUNTl:RTOP W/ ½" RADIUS ON TOP l:DGl:S-INTl:GRAL COLOR DAVIS "PALOMINO" W/ Ml:DIUM ACID WASH. I]] DROP IN GAS B.B.Q. MODl:L STAINLl:SS STl:l:L TURBO GRILL 4 BURNl:R AVAILABLE:@ BARBl:QUES GALORE: INSTALL PER MANUF. SPl:Cli=ICATIONS, CONFIRM DIMl:NSIONS PRIOR TO CONSTRUCTION [}] BRICK Vl:Nl:l:R CUSHWA "Gl:ORGIAN' ANTIQUE: O.S. MACHINE MOLD. [i) 4" HIGH KICKPLATI: (RECESSED 2') m IT] FINISHl:D SURFACE: -SI:!: PLAN FOR PAVING TYPE GAS SERVICE: UNI: W/ GAS SHUT OFF VALVE-PER LOCAL CODE BY PLUMBING CONTRACTOR [II CONCRl:TI: FOOTING-BY STRUCT. ENGINEl:R III COMPACTED SUB-GRADE [2J l:XPANSION JOINT. 1101 8x8xl6 CMU GROUT SOLID AND l:Vl:NL Y @) STAINLl:SS STl:l:L ACCl:SS DOORS -TO Bl: SELECTED BY OWNER -~~-BK 1 1_c_K_v_~N-~_r;:_R_B_A_RB_~_c_u_~-------------® "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. DATE p L A N D A T I: LOCATION OF PLANTING REVIEWED BY: 07May04 1st Submittal AREAS INSPECTOR DATE R I: V I s I 0 N s 03Sep04 2nd Submittal D[] CITY OF CARLSBAD I SH~S I 0 PLANNING DEPARTMENT 1'5~"4-f1.Jot. ~Ul!, LANDSCAPE: IMPROVE:ME:NT PIANS: LA COST A GRE::E::NS RE::CRE::ATION CE::NTE::R APPROVE\, ~ {2--Z'l-O'/ www.l NTE;:GRA Tl ON-DESIGN.com -~~-G_PA_V_I_NG_._W~/_M_~_TA_L_~_D_G_~-0 ~ L-----------------------------------------------------------------------P_r_oi_e_ct_ .. _ ... _ ... _ .... _ ... _ ... _ ... _ ... _ ... _ ... _ ... _ .. __ 04_._00_2 _____________________________________________________________________ .J~ ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING HD. DATE INITIAL □ATE INITIAL DATE INITIAL CHKD BY: ENGINEER or WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PUD 02-llA 419-SL Z:\2004 P R o J E C T S\04.002 !.C Green, RacrMlion CBntcr\Drawing Files\Plons\CDITS.dwg\Shcct Namo, LC-8 -Sep OJ, 2004 -12:.35pm 6' 6" --+-----6 11 7 11 SJ;;CTION c;::i:5::o:r;:i--------l2 ·. , 'I •; , • :-, . , • .. '1 ·:· ',:, :··: . . . -~ ' . . \. ' . '. . .... .:.," . ·-:·· '· . . . . 1----~5 c;::i:;;a:;;p::c;;:t:I;;:d:;:r::i:;;I;J--1 2 14 SIDE; J;;LEVATION LEGJ;;ND IJJ PRJ;;CAST !=LUE -BY CONTRACTOR 7 (I] BRICK CAP CUSHWA "GJ;;ORGIAN" ANTIQUE O.S. MACHINE MOLD-HEADER COURSE QJ BRICK CAP CUSHWA "GEORGIAN" ANTIQUE O.S. MACHINE MOLD-ROWLOCK COURSE GJ STUCCO FINISH COLOR & FINISH TO MATCH ARCHITECTURE I]] BRICK CAP CUSHWA 'GEORGIAN" ANTIQUI:: O.S. MACHINE; MOLD -SAILOR COURSE; 11) !=IRtBRICK-ALTJ;;RNATE RUNNING BOND PATTl::RN NOTE;, • BRICK, GROUT COLOR, & GROUT JOINTS TO MATCH ARCHITECTURE; • ALL BRICK TO BJ;; R!:;DLAND BRICK, INC. "ROCKDAL!:; RJ;;D" & "BAY SHORE" AYAILABLI: THROUGH VALLJ;;Y BUILDING MATl:RIALS -EDIE; MARTIN (949) 855-9994 4'-6' 3'-1' l'-3" ,.-----+---+-----1['!• ~S:i::o~=====----7 1 ii') 10 •, · 2 !=RONT J;;LJ;;VATION II] PAVING si;:i;: PLAN FOR TYPE; [Ij GAS LINE; -BY CONTRACTOR 2' 2' [Ij COMPACTJ;;D SU BG RADE -BY CONTRACTOR 1101 CONCRJ;;TJ;; FOOTING -BY STRUCT, J;;NGINJ;;J;;R [ill !=!NISH GRADE; @J CONCRJ;;TE BLOCK -BY STRUCT, E:NGIN!:;!:;R @] GAS IGNIT!:;R IE] BRICK SJ;;ATWALL -si;:i;: D!:;TAIL B/SH!:;CT 8 4'-6" BRICK FIRl;:PLACI;: ::Fl~R-B:::K::-1 -----------------------------------------------------------------------------@ I' , 3' ·r , ___ _ I 2 8" SECTION III MODEL• RB-05-1-G RIBBON RACK III FINISH SURFACE l}J INGROUNDANCHORMOUNT 0 CONCRHE FOOTING (II COMPACTED SUBGRADS BV CONTRACTOR NOTES, • RIBBON RACKAVAILABLeTHR0UGH BRANDIR INTERNATIONAL, INC. (212) 505-6500 INTi;GRATION ~---D~SIGN STUDIO LANDSCAPE: ARCHITE:::CTS 616 South Willowsprlng Drive l:ncinitas, CA 92024,4103 I 7 60.633.0056 I 760.633.0087 p L A D7MeyO4 R J;; V 03SepO4 115 t>llt. o<\, N I s D A T J;: 1st Submittal I 0 N s 2nd Submittal ~JIii.. "Sil& 1---15 H+--li10 PLANVl!:;W 1---13 I ~' ~'-l+J!'---1@] '--ll-11 cffi---I -~ mill IT SE:CTION/J;;LJ;;VATION NQn;, • CABANA MANUFACTURER/SUPPLIER SHALL PROVIDE SHOP DRAWINGS FOR TUBE STEEL ~RAME, CANVAS AND 0THsR REQUIRED HARDWARe-SH0P DRAWINGS SHALL INCLUDE REQUIREMENT FOR CONCRETE FOOTING AT POST. LeGeND III FABRIC. TOP"PERENNIALS" CANVAS WEAVE 'OYSTSR' STYLE 600-24, BOTTOM PERENNIALS CHAMELEON "COPPER DOME' STYLE 900-69. III ELECTRICAL CONDUIT THROUGH ALUMINUM FRAME· REFER TO DRAWINGS PREPARED BY ELECmlCAL ENGINeER LIGHTING & ELECTRICAL I}] CABANA. 'Rt.SORT PAVIILION' BY GIA TI, POWDER C0AToD ALUMINUM FRAMo llY GIATI, COLOR TO MATCH BENJAMINE MOOR• 2137-10 ·on.R BROWN. CONTACT ANNE JOHNSTON (619) 222-2699 0 FINISH GRADE (II CONCRETE FOOTING. SEE CABANA MANUFACTUR•R'S R•COMM,NDATIONS III COMPACTED SUB-BASE IF REQUIRED. !IV STRUCT. tNGINE£R III COMPACTED SUBGRAOE. llY CONTRACTOR [fil CONCRHE PAVING '2J TIE FABRIC BAND FOR EACH CORN£R (4) BY GIATI-BANDING FABRIC SHALL MATCH BOTTOM FABRIC. [QI FLANGE BASE INSTALLATION W/ DECORATIVE CABANA cov.RsHoE. :::CA'.":B:':.S-::-TL------------------------1® "AS Bt.JILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~ ~ CITY OF CARLSBAD l PLANNING DEPARTMENT 1 LANDSCAPE IMPROVEMENT PLANS: LA COST A GRJ;J;NS RJ;CRJ;A TION CtNTtR APPROVED\_ .~ /2:-251-ocl ASSISTANT PLANNING DIRECTOR DATE Bl Kl;: RACK www.lNTEGRATION-DESIGN.com -BIK-R-Kl --------CD ~ '-------------------------------------------------------------;;~~;;-;;-::-,;-;:-;;;;:::;;-P-:-;r~o]::ec=t~ ... : ... = .... ::: ... = ... -;: ... :: .... :: ... ;: .... ::: .. :;: ... :-:;::0-;:4.:::oo'.:"2=-::==::--::::::-:-::-::--::::-:::-:::::--:::-.:--------------==----------------------------==================================~ ~ DATE INITIAL DATE DWH BY: PROJECT NO. DRAWING ND. INITIAL DATE INITIAL CHKD DY: ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL RVWD BY: PUD 02-llA 419-SL CITY APPROVAL Z:\.2004 P R 0 J E C T !.\04.002 LC Greens Recreation Cent.er\Drriwina File!!i\Plnns\C□E:TS.dwg\Sheet Name LC-9 -Sep 03, 200,t--12:35pm 3 3 ~ l□fii@ ,~L~ Se .. ~.,,,,,.=, □. ~ .. cc,.,.-<.,,,,~--~-~-=._~---<---'.·-= 0 . -~~~-~~~~~~--~~~~ ~:;::;-.::-~~~~ ' ~~/::~~~~~~~~ SECTION/ELEVATION 9 PLAN VIEW b .. N SECTION/ELEVATION [QUAL :;t ::, 0- LU ...J <l'. ::, 0-LU 2 4 6 [QUAL r ' 4 )f----------t»-Hf---l 5 \\l---16 fill LGGEND III 4xa [fil 2x2 RAIL-CONN!;CTION BY CONTRACTOR II) 2x4 WOOD DECKING 8) 2x4 RAIL· CONN!;CTION BY CONTRACTOR I]] 2x4 MID POST [I) 4x4POSTW/CI-IAMFEREDTOP• CONNECTION BY CONTRACTOR III COM~ACTED SUB-BASE. BY STRUCT. ENGINErn Ill DGPAVING-SEEDETAILI/SHEET18 II] FINISH SURFACE II2J CONCRETE FOOTING. BY CONTRACTOR (ill WATERPROOFING -BY CONTRACTOR @] WALLSUBDRAIN BY CONTRACTOR @J POURED IN PLACE CONCRETE STEM WALL & FOOTING· PER STRUCT. ENGINEER I§ COMPACTE:DSUB-GRADE • BY CONTRACTOR fill 4x6 BEAM CONNECTION TO CONCRETE STEM WALL -BY CONTRACTOR [ill WATER LEVEL [jz] STREAM BED-BYWATER FEATURE CONTRACTOR ~ FREESOARD 12' [!zl 4x6BEAM NOTE, • NOTCH 2" OF 4x8 TO RECEIVE 2x4 DECKING W_BRI-W-D?_O_D_B_R_ID_G_~----------------® _NO_T_A_S_S_IG_N_~_D _____ CD INTE;:GRATION [.ii iiiiiiliiii D!;SIGN STUDIO LANDSCAPE;: ARCHITE;:CTS 616 South Willowspring Drive l;ncinitas, CA 92024.4103 t 7 60,633,0056 f 760,633.0087 www.lNTEGRATION-DESIGN.com Project................................... 04.002 17 PLAN II2] 1i,1u,~mHmHlmllimF .,..,., n S[CTION LEGEND III zuRN-400 TYPE ·s· DECK DRAIN, 5' SQUARE BRONZE [fil THIOKOL SEAL II) FINISH SURFACE 8) 4'SOLIDWALLPIPE,SEE CIVIL ENGINE.R'S PLANS FOR PIPE SIZING AND SPECIFICATIONS I]] ADAPTER 0 9" X 9' N.D.S. HUB ADAPTER III 9' NDS CATCH BASIN WITH FITTINGS [fil COMPACTED SUBGRADE (SEE SOILS REPORT FOR RECOMMENDATION) 12] SOLID WALL PLASTIC DRAIN PIPE, (GLUE ALL JOINTS) SLOPE 1% MIN. TO OUTLET. SEE CIVIL ENGINEE!l'S PLANS FOR PIPE SIZINGAND SPECIFICATIONS [j§! 6" SOLID WALL PIPE, SEE CIVIL ENGINEER'S PLANS FOR PIPE SIZING AND SPECIFICATIONS (ill ALIGN DECK SCORE LINES WITH THE CORNrns OF DECK DRAIN (WHtRE APPLIES) -~-~-CKC_K_D_R_A_IN _____ --1© WALL CAP PLAN TI SECTION II] BRICK CAP 'ROCKDALE RED" -2 FULL BRICKS FLAT (SEE PLANS) []) 12' CMU COLUMN GROUT FILL ALL CELLS -CONSTRUCTION BY CONTRACTOR [Ij STUCCO SCREED 1' ABOVE FINISH GRADE (II FINISH GRADE IT] DECOMPOSED GRANITE PATH· SEE DETAIL I/SHEET16 III WATER PROOF MEMBRANE • BY CONTRACTOR (z] WALLSUBDRAIN -BY CONTRACTOR 0 COMPACTED SUBGRADE -BY CONTRACTOR (I] CONCRETE FOOTING -SIZE & REINFORCEMENT BY CONTRACTOR [j§! COMPACTED SUB-BASE -BY CONTRACTOR (ill STUCCO FINISH -COLOR & FINISH TO MATCH ARCHITECTURE NOTE, ALL BRICKS TO BE REDLANO BRICK, INC.AVAILABLE THROUGH VALLEY BLDG MATLs.-EDIE MARTIN (949) RETAINING SEAT WALLB55 - 9994 -------@G SAT-ST2 P L A N 07MayO4 D A T E 1st Submittal RE:VISIONS 2nd Submittal l='l.i.,.. SIIP., DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION 4 I 111 _, -JJ- m S[CTION LEGEND II] SHRUB AREA []) N.D.S. 6' BILACK ATRIUM GRATE· DO NOT GLUE TO RISER II) INOICATESTOPOFGRATEFOR GRADING PURPOSES (II FINISH GRADE IT] COMPACTED SUBGRADE (SEE SOILS REPORT FOR RECOMMENDATIONS) [I) SOLID WALL PIPE. SEE CIVIL ENGINEER'S PLANS FOR PIPE SIZING ANO SPECIFICATIONS III 9' X 9' N.D.S. HUB ADAPTER ll] 9' N,O,S. CATCH BASIN WITH FITTINGS ! --~-RAE_A_D_R_A_IN _____ --1® 2 3 WALL CAP PLAN •.: . ' ..... ,, . ., . ••. . . ...,·· ·: . .• . · .. . :-. ·' ., ...... ;. 2 3 .. ·. ' . . . . . ,, . :, ,: ·: ,· '' ELEVATION/SECTION 2 3 LGGEND III PILASTERW/BRICKCAP-SCE DETAIL A/TJ.USSHEET rn BRICK CAP CUSHWA 'ROCKDAL.£ RED" HANDMADE II) BRICK ROCKY RIDG!. 'ANTIQUE BAYSHORE" OVERSIZE· TURNED AT 45" TO !LENGTH OF WALL 8) STlJCCO FINISH· COLOR & FINISH TO MATCH ARCHITECTURE I]] 10x5xl6 • CONSTRUCTION BY CONTRACTOR ll] STUCCO SCREED 1' ABOVE FINISH GRADE III COMPACTED suBGRAD• av CONTRACTOR Ill WATER PROOFMEMBRANG • BY CONTRACTOR (II WALL SUBDRAIN • BY CONTRACTOR 1!21 CONCRETE FOOTING BY CONTRACTOR (ill FINISH GRADE NOTES. • BRICK, GROUT COLOR, & GROUT JOINTS TO MATCH ARCHITECTURE • ALL BRICK TO BE REDLANO, INC. 10 A VAILABLIE THROUGH VALLEY BLOG MATLS. EDIE MARTIN (949) 855-9994 • VERT. & HORIZ REBAR· PER STRUCT. ENGINEER' -~-~-U2T_A_I N_I N_G_/_S_C_R_!;E_N_W_A_L_L __ ® "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~ CITY OF CARLSBAD ~ 2 PLANNIHG DEPARTMENT 1 LANDSCAPE IMPROVEMENT Pl.ANS: LA COST A GREENS RECRtATION CtNTtR APPROVED v) ~ 12.:-Z't~O'/ ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY, PUD 02-llA 419-SL OTHER APPROVAL CITY APPROVAL RVWD BY: L-----------------------------------------------------:----:----:----:-----------:---:-:-:-:---------------------------------------' 2:\2004 p R o J E c T s\04.002 LC Greene Recreation Cenler\Drowlng rlifla\Plona\COi::TS.dwg\Sheet N<Jme LC-10 -Sap 03, 2004 -12:J4pm 0 ..... ' ~ I I -- -L PLAN LfGEND ill 3x4 LATTICE 12] 8x8BEAM [fil 6X6JOIST --- ~ ~ L [I] CONNECTION OF BEAMS TO COLUMNS -PER STRUCT. ENGINEER [[j BRICK CAP -SEE DETAIL C/SHEET 7 - L.. m STUCCO FINISH -TO MATCH ARCHITECTURE II] 8x8xl6 CMU -GROUT ALL C!;LLS SOLID - L.. ----- L.. L.. --- [Ij 45° CHAMJ:'ER -BY CONTRACTOR @:) STUCCO SCRE;ED l" ABOVE FINISI-I GRADE llol E;XPANSION JOINT [ill PAVING SE;E PLAN i=OR TYPE @J COMPACTED SUBGRADE -BY CONTRACTOR @) CONCRETE i=OOTING -BY CONTRACTOR 1141 PILASTER LOCATION -TYPICAL ------- -,__ '-,__ -,__ -,__ I C ---- 1 NOTES, • BRICK, GROUT COLOR, & GROUT JOINTS TO MATCH ARCHITfCTURE • NOTCH 1" OF 6x8 JOIST TO RECEIVE 3x4 LATTICE • THIS IS A DESIGN DETAIL ONLY-CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR OWNER APPROVAL PRIOR TO FABRICATION - - • TREAT ALL NON-EXPOSED WOOD W / 'WOOD LIFE' OR EQUAL. • ALL WOOD TO BE D.F. NO. l OR BETTER W/ MfDIUM SANDBLAST FINISI-I • WOOD TO BE FINISI-IED TO MATCI-I WOOD TRIM OJ:' ARCHITECTURE. • CAULK ALL SEAMS & SPLITS PRIOR TO PAINTING. • VERT. & 1-!ORIZ REBAR -PER STRUCT. ENGINEER • ALL CONNECTIONS TO BE HIDDEN FROM VIEW -- L.. L 12'O.C. -- L L I 16' I I' 1, ' o.c. ' -- -L-- '-L-- -L-- '-L-- I C L - l ~ ?-~ 3x4 END CUT 1 I -I t,;, ro ci. >-I- b - i=RONT ELEVATION -{E] 3'-9"TYP. I 2'-9" TYP. -I dJ 2 1 SIDE; ELEVATION/SECTION 12' ,I' 16" A' 3 i o.c. i 10' 11 11 5 6L--lfttl 71----WI r,., ·:,:::· (:: // ;J:•_:/ r ::~:} )>\:· ·'./>.f-'.'.: 2'-4' WOOD ovi;:R1-1i;:AD W/ STUCCO PILASTi;:Rs •BOLTSSHALLBECOUNTERSINK&CAULKED 6x8ENDCUT 3x4ENDCUT ® -=o=-v:-R_::ss=-1 ________________ __:_ _______________________________________________________________________________________________________ H I II 2 3 4 5 r) I [j] 4x4 POST NOTCJ.IED TO RECEIVE GATE -SEE PLAN VIEW III GATE & LOCK HANDLE-TYPE TO BE APPROVED BY OWNER [fil lx4 TONGUE-IN-GROOVE BATTENS -INSET INTO 2x6 FRAME 8] 2x6 GATE FRAME NOTCJ.I ENDS TO ALLOW 6"x6" OVERLAP OF HORIZONTAL PIECES W/VERTICAL PIECES [Ij 2x6 GATE FRAME NOTCH ENDS TO ALLOW 6'x6" OVERLAP OF J.IORIZONTAL PIECES W/ VERTICAL PIECES m TJ.IROUGJ.I BOLT GATE FRAME PIECES SECTION WOODGATI; GAT-WDl I --0 7 f-----! 8 J, ' -l-~ 9 III PILASTERW/ BRICK CAP-SEE DETAIL A, SHEET 5 (NOTE -PILASTER BASe IS OMITTED AT GATE LOCATION) II) lx4 BATTEN II) 2x6 FRAME NOTES, • TREAT ALL NON EXPOSED WOOD W/ 'WOODLIFE' OR EQUAL. • ALL WOOD TO BE NO. l D.F. OR BHTER W/ A MEDIUM SANDBLAST. • WOOD TO BE FINISHED TO MATCH WOOD TRIM OF ARCJ.IITeCTURE. • GATES SHALL BE EQUIPPED W/ SELF-CLOSING HINGES & SELF-LATCHING DEVICES· THE SELF-LATCHING DEVICE SHALL BE DESIGNED TO KeEP THE GA Te SECURELY CLOSED. GATES SHALL BE CAPABLE OF BEING LOCKED. • FENCE CONTRACTOR SHALL SITE VERIFY EXACT SIZE OF FENCE PRIOR TO FABRICATION. INTb'.GRATION p L A N i,..~OSCAP ~ iiiiiiiiiii 07MayO4 DE;:SIGN STUDIO !',J R E V I s __, LANDSCAPE ARCHITECTS 03 Sep 04 115 oet.ot 616 South Willowspring Drive ~ncinitas, CA 92024,4103 OF Cfo,1..1~ t 760.633.0056 f 760.633.0087 www.lNTEGRATION-DESIGN.com "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, D A T E INCLUDING PRECISE RCE EXP. DATE LOCATION OF PLAI~ TING REVIEWED BY: 1st Submittal AREAS INSPECTOR DATE I 0 N s 2nd Submittal ~ CITY OF CARLSBAD ~ 3 PLANNING DEPARTMENT . fl"'A'-'itL!} LANDSCAPE: IMPROV£M£NT PLANS: LA COST A GR!;!;NS RECREATION CG:NTG:R APPROVE'\.~ ~ LZ-Z-9-0'/ ASSISTANT PLANNING DIRECTOR DATE DWH BY: PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION PUD 02-llA 419-SL -.... • • CONTRACTOR SHALL PROVIDE SHOP DRAWINGS. CI) ENGINEER OF WORI OTHER APPROVAL CITY APPROVAL RVWD BY: Project................................... 04.002 U .__ _______________________________ _. ________________________________________________________________________________________________ ____JJ Z:\2004 P R D J E C T S\04.002 LC Greens Reoreotlon Center\Drnwing F1lee\P1ons\CDtTS.dP19\Sheet Mame LC-11 -Sep OJ, 2004 -12:53pm • f " ' Q 1-,ulSCAPs ti ... 'C(,.-4,,M,f '--""'-" '1-\..o,.,i ~\ ti\\ ) ~~ \ fl\~ 11\ ~ :(>Ill ~ '\ _,\ \ ... t'(\ • "' INTEGRATION r.iilliiiii DESIGN STUDIO LANDSCAPE ARCHITECTS 616 South Wlllowsprlng Drlv• Enclnlta1, CA 92024.4103 t 760.633.0056 f 760.633.0087 www.lNTEGRATION-DESIGN .,om .,,,,,,,....e,_:'-ic" '- \ \ PLAN DA.TE 07 May 04 lot Submittal R.E VISIONS 09Aug04 ism~ City Plan Ch•ck f'l"'•L ',Ujl. I -~ ~6------- .. DATE INITIAL ENGi NEER Of WOR REVISION DESCRIPTION NOTE TO CONTRACTOR CONTRACTOR SHALL SCHEDULE A SITE OBSERVATION OF THE IRRIGATION SYSTEM FOR A REVIEW BY THE CITY INSPECTOR MIN. 48 HOURS LEAD TIME. THE FOLLOWING ITEMS TO BE SCHEDULED FOR REVIEW: PRE-JOBI KICK OFF CONSTRUCTION MEETING SLEEVING AS-BUil TS MAINLINE INSTALLATION AND PRESSURE TEST MAINLINE AS-BUil TS LOCATING CONTROLLER ASSEMBLY COMPLETION OF INSTALLATION FOR COVERAGE TEST WIRE NOTE ALL LEAD WIRES TO BE 14 GA. AND ALL COMMON WIIRES TO BE 14 GA. THROUGHOUT PROJECT. CONTRACTOR SHALL LOCATE VALVES IN THE SHRUB BED AREA ONLY. ALL PIPE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMATIC ONLY. INSTALL PIPING IN PLANTING AREAS ONLY. REFER TO SHEET 18 TO 21 FOR IRRIGATION DETAILS. NOTES, LEGENDS, AND SPECIFICATIONS. IRRIGATION SLEEVING LEGEND --•:E)ll-•(1)4" SCH. 40PVC --•(E)ll-•(2) 4" SCH. 40 PVC --11111@)111-•(3) 4" SCH. 40 PVC --•~)11-•(2) 2" SCH. 40 PVC --•@)11-•(1) 2" SCH. 40 PVC ---~ (1) 6" SCH. 40 PVC NOTE: ALL SLEEVING UNDER VEHICULAR ROADWAY SHALL BE EXISTING. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE . RCE EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE DATE ~ 4 CITY OF CARLSBAD ~ 1 PLANNING D-E PARTMENT IRRIGATION IMPROVEM[NT PLANS: LACOSTA GREENS RECREATION CENTER APPROVE\_;)_ /2-Zt:t-oy ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CtiKD BY: PUD 02-llA 419-5L OTHER APPROVAL CITY APPROVAL RVWD BY: '7 ProJ•ct........................ 04.002 _,-'-------------------------------------------------------------------------------------------------------------_j_ ____________________ ___, 0 5 10 20 W.O. No. 2J52-69 BIN, Cr.a ..... ..... ...,~ f-· ~ ~ ~I I ® I I I I I I ~ "-l I I I I I -I w I - I ~ I' I ~ I II , :::, '< Lii-1+-"M I I I 1\ ,: / 31 I I \ I ij I I I::; = I ! I 11t. 0 r ___,._,, -, 11 ·--· =1 ·······" = i\ 1-'1 N I -- \ ~ \ \ ;-. -\ ::: I\ \ \ ''. \ -1 -1 ~ I I i \ I ,:c, \ -~,., <'\\y ~ .. ::::--.C:J..-4 ·~"\\::;\\ .. -~ ---::: . CONNECT 2.5" MAINLINE, (11) LEAD _ WIRES, AND (1) COMMON WIRE FROM \ -· METER #13, CONTROLLER 'C'. REFER. \--\><JA:.J,I. TO LA COSTA GREENS 1.09 BASE B , NEIGHIBORHOOD -DEVELOPER 1 PACKAGE. 11 I ' \\ , ... -~ ., ·~ ~~ S:V.A\ ~~ -----~ \~ l, ~. --·'--"""" 'v-1 ~'~ -~ .~ "··\ .,_ 0 _,_ .. j ~ ~ • \I\ \ I \ -·~ i li ,u ~--\r ~~ \' ~~ i A~ ~~~ I '4, s ---~· ;,.,-, __ _.. ,.,,,-;;;,._pv I E, -;;-~~~ '~f.-( 1. --:: .. ~~~its~ (_.....) ~), \I\ '\ ~ it I I I I l - -=-=,._-;:::;.,_ / _______ .,.,,-_.,,,,. .. -~ P L A N 07 May0,4 ··•-... ~----1!:-~- ~ ......... , ..... _ "•· ·-------~--J_,,.,'::,/'"' -~--~-DESIGN STUDIO LANDSCAPE ARCHITECTS 616 South Wlllowsprlng Drlv• Encinitas, CA 92024.4103 t 760.633.0056 f 760.633.0087 _..,INTEGRATION-DESIGN ,com 09Aug04 11;" 1'1!<-..+ IRRIGATION SLEEVING LEGEND G) (1)4"SCH.40PVC ® (2) 4" SCH. 40 PVC ~ (3) 4" SCH. 40 PVC @ (2) 2" SCH. 40 PVC ® (1) 2" SCH. 40 PVC (E (1) 6" SCH. 40 PVC NOTE: ALL SLEEVING UNDER VEHICULAR ROADWAY SHALL BE EXISTING. D A T E 1st Submittal City Plan Check F1NM-'INS PATE INITIAL REVISION DESCRIPTION ' I NOTE TO CONTRACTOR CONTRACTOR SHALL SCHEDULE A SITE OBSERVATION OF THE IRRIGATION SYSTEM FOR A REVIEW BY THE CITY INSPECTOR MIN. 48 HOURS LEAD TIME. THE FOLLOWING ITEMS TO BE SCHEDULED FOR REVIEW: PRE-JOB/ KICK OFF CONSTRUCTION MEETING SLEEVING AS·BUILTS MAINLINE INSTALLATION AND PRESSURE TEST MAINLINE AS-BUIL TS LOCATING CONTROLLER ASSEMBLY COMPLETION OF INSTALLATION FOR COVERAGE TEST WIRE NOTE ALL LEAD WIRES TO BE 14 GA. AND ALL COMMON WIRES TO BE 14 GA. THROUGHOUT PROJECT. CONTRACTOR SHALL LOCATE VALVES IN THE SHRUB BED AREA ONLY. ALL PIPE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMATIC ONLY. INSTALL PIPING IN PLANTING AREAS ONLY. REFER TO SHEET 18 TO 21 FOR IRRIGATION DETAILS, NOTES, LEGENDS, AND SPECIFICATIONS. CONTROLLER 'A' CONTROLLER TO BE A RAINMASTER SERIAL COMMUNICATION CABLE, CENTRAL SATELLITE. CONTROLLER SHALL Be INSTALLED IN A STRONGBOX WALL MOUNT ENCLOSURE ASSEMBLED BY HYDROSCAPE PRODUCTS. MODEL NUMBER: FOR CONTROLLER 'A" HS724-DX12SWMS/HSDX-HWIHSFS-100/l!V-SER·925 (100' REQUIREO)/EV-NUL SEE POINT OF CONNECTION FOR ANY ADDITIONAL EQUIPMENT TO BE UTILIZED BY CONTROLLER. 117VAC POWER TO BE SUPPLIED BY MERCHANT BUILDER. LANDSCAPE CONTRACTOR SHALL MAKE FINAL CONNECTION. LOCATION OF CONTROLLER SHALL BE SHOWN ON PLANS AND SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. POINT OF CONNECTION POTABLE WATER SOURCE BUILDER SHALL FURNISH AND CARLSBAD MUNICIPAL WATER DISTRICT TO INSTALL A WATER METER WHERE SHOWN AND LABELED ON THIS PLAN. SERVICE LINE SHALL BE CONSIDERED EXISTING PER THE STREET IMPROVEMENT PLANS. INSTALL A LINE SIZE GATE VALVE, R.P. BACKFLOW DEVICE, MASTER VALVE, FLOW SENSOR, QUICK COUPLER, AND AIR RELIEF VALVE PER PLANS AND DETAILS. SLEEVE ALL PIPES AND WIRES UNDER HARDSCAPE AND PAVING PER LEGEND AND DETAILS. ALL MAINLINE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMITIC ONLY. INSTALL PIPING IN PLANTING AREAS ONLY. ALL VALVE BOXES TO BE LOCATED IN SHRUB AREAS. ALL WIRES FROM FLOW SENSOR TO THE CONTROLLER TO BE EV-CAB-COM AND SHALL BE SLEEVED IN A 1-1/4" DIA PVC CONDUIT. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~ CITY OF CARLSBAD ~ 5 PLANNING DEPARTMENT 1 IRRIGATION IMPROVEMENT PLANS: LA COSTA GREENS RECREATION CENTER APPROVED \, \~ /Z.--2'1-o'/ ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PUD 02-llA 419-SL OTHER APPROVAL CITY APPROVAL RVWD BY: C;4 ENCINEER or WOR '------------------------------------------------------0 __ s __ 1_0 ____ 2_o _____ P_r_oi_•_ct_ .. _ ... _ ... _ .. _ ... _ ... _ .. _ ... _ ... __ o_.s_._0_0_2 _________________________________________________________________ __, :J W.O. No. 2352-69 BIN, '• ,) -, +- ··- I I I I I ~ ~ ~ ~ ~ ~ ! VALVE. AUTO FIL~ E INSTALL!;.O..B:11 u,-•~•-•-/ 83 INTEGRATION ~ ..... -DESIGN STUDIO LANDSCAPE ARCMITECTS 616 South Wlllowsprlng Drlv• Encinitas, CA 92024.4103 l 760.633.0056 f 760.63:5.0087 www.lNTEGRATION-DESIGN .•• ,. P L A N 07 May04 D A T E 1st Submittal REVISIONS 09Aug04 1,; 'QeL. ol, City Plan Ch•ck f'l.llM-~l.'5 DATE INITIAL ENGINEER OF WOR! REVISION DESCRIPTION NOTE TO CONTRACTOR CONTRACTOR SHALL SCHEDULE ASITE OBSERVATION OF THE IRRIGATION SYSTEM FOR A REVIEW BY THE CITY INSPECTOR MIN. 46 HOURS LEAD TIME. THE FOLLOWING ITEMS TO BE SCHEDULED FOR REVIEW: PRE-JOB/ KICK OFF CONSTRUCTION MEETING SLEEVING AS-8UILTS MAINLINE INSTALLATION AND PRESSURE TEST MAINLINE AS-BUILTS LOCATING CONTROUER ASSEMBLY COMPLETION OF INSTALLATION FOR COVERAGE TEST WIRE NOTE ALL LEAD WIRES TO BE 14 GA. AND ALL COMMON WIRES TO BE 14 GA THROUGHOUT PROJECT. CONTRACTOR SHALL LOCATE VALVES IN THE SHRUB BED AREA ONLY. ALL PIPE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMATIC ONLY. INSTALL PIPING IN PLANTING AREAS ONLY . . REFER TO SHEET 18 TO 21 FOR IRRIGATION DETAILS, NOTES, LEGENDS, AND SPECIFICATIONS. IRRIGATION SLEEVING LEGEND (E {1) 4" SCH. 4-0 PVC @: {2) 4" SCH. 4-0 PVC © {3) 4" SCH. 4-0 PVC @ {2) 2" SCH. 4-0 PVC ® {1) 2" SCH. 4-0 PVC CE {1) 5" SCH. 40 PVC NOTE: ALL SLEEVING UNDER VEHICULAR ROADWAY SHALL BE EXISTING. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR ~ CITY OF CARLSBAD 6 PLANNING DEPARTMENT /RR/GA TION IMPROVEMENT PLANS: LA COSTA GREENS RECREATION CENTER DATE DATE ~ l APPROVE[ ,71,,a /2~9-0¥ ASSISTANT PLANNING DIRECTOR DATE: OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PUD 02-llA 419-SL OTHER APPROVAL CITY APPROVAL RVWD BY: t? '------------------------------------------------------O __ l_0 __ 2_0 ___ 4_0 ______ P_ro_j•_c_l_ ... _ ... _ .. _ ... _ ... _ ... _ ... _ .. _. _0_4_._0_0_2 ______________________________________________________________ _. :::i W.O. No. 2352-69 !IN, • .. ~ ---LAPIS I I rn ' INTEGRATION ~---DESIGN STUDIO LANDSCAPE ARCHITECTS . 616 South Wlllowsprlng Drlv• Encinitas, CA 92024.4103 t 760.633.0056 f 760.633.00117 ........ INTEGRATION-DESIGN .com J \ '~\ 2:} ,i-" ! .:C· ( I 1~ I P L A H 07May04 D A T t 1st Submlttal REVISIONS City Plan Ch•ck fll.l .. -. ,;u& DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION NOTE TO CONTRACTOR CONTRACTOR SHALL SCHEDULE A SITE OBSERVATION OF THE IRRIGATION SYSTEM FOR A REVIEW BY THE CITY INSPECTOR MIN. 48 HOURS LEAD TIME. THE FOLLOWING ITEMS TO BE SCHEDULED FOR REVIEW: PRE-JOBI KICK OFF CONSTRUCTION MEETING SLEEVING AS-BUILTS MAINLINE INSTALLATION AND PRESSURE TEST MAINLINE AS-BUILTS LOCATING ·coNTROLLER ASSEMBLY COMPLETION OF INSTALLATION FOR COVERAGE TEST WIRE NOTE ALL LEAD WIRES TO BE 14 GA. AND ALL COMMON WIRES TO BE 14 GA. THROUGHOUT PROJECT. CONTRACTOR SHALL LOCATE VALVES IN THE SHRUB BED AREA ONLY. ALL PIPE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMATIC ONLY. INSTALL PIPING IN PLANTING AREAS ONLY . REFER TO SHEET 18 TO 21 FOR IRRIGATION DETAILS, NOTES, LEGENDS, AND SPECIFICATIONS. IRRIGATION SLEEVING LEGEND G (1) 4" SCH. 40 PVC ® (2) 4• SCH. 40 PVC © (3) 4" SCH. 40 PVC @ms (2) 2" SCH. 40 PVC ~ (1) 2" SCH. 40 PVC ® (1) 6" SCH. 40 PVC NOTE: ALL SLEEVING UNDER VEHICULAR ROPJ)WAY SHALL BE EXISTING. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE DATE [Jr] 7 CITY OF CARLSBAD ~ l PLANNING DEPARTMENT /RR/GA TION IMPROVEMENT PLANS: LA COSTA GREENS RECREATION CENTER APPROVED\~ ~ /2:-29-otl ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO, DRAWING NO. DATE INITIAL OAT£ INITIAL CHKD BY: PUD02-11A OTHER APPROVAL CITY APPROVAL RVWO BY: 419-5L .... 0 10 20 40 Proj•ct........................ 04.002 ..:. '----------------------------------------------------------------------------------------------------------------------------------___J-' .. I I W.O. No. 2352-59 /l/N, Qo....., ~ .., ..... , ' RECLAIMED IRRIGATION EQUIPMENT LEGEND SHRUB SPRAY POP-UP LEGEND (0 POTABLE WATER METER-TO BE PURCHASED AND INSTALLED BY CONTRACTOR SYMBOL DESCRIPTION MODEL NUMBER NOZZLE PATTERN RADIUS FLOW(GPMJ PRESSURE(PSI) ..... WATTSWGV-X CROSS TOP GATE VALVE-LINE SIZE ' • 2" WATTS 909QT-S RP. BACKFLOW WITH WATTS 777 40 MESH WYE STRAINER IN A STRONG • SHRUB SPRAY POP UP RAINBIRD 1812 SAM PRS 12F FULL 12' 2.60 30 BOX #SBBC-45ALI-LOW PROFILE INSll.ATED ENCLOSURE t SHRUB SPRAY POP UP RAINBIRD 1312 SAM PRS 12H HALF 12' 1.30 30 .t IN-LINE ADJUSTABLE CHECK VALVE-RAINBIRD ACY SERIES f SHRUB SPRAY POP UP RAINBIRD 1812 SAM PRS 12T THRD 12' 0.87 30 a NELSON 7643 LOCKABLE POTABLE WATER QUICK COUPLER VALVE + SHRUB SPRAY POP UP RAINBIRD 1812 SAM PRS 12Q QRTR 12' 0.65 30 .,) NELSON 7645 LOCKABLE RECYCLED WATER QUICK COUPLERVN..VE s HUNTER ICV-FS-AS PLASTIC RECYCLED WATER CONTROL VALVE. SIZE PER PLAN • SHRUB SPRAY POP UP RAINBIRD 1812 SAM PRS 10F FULL 10' 1.60 30 • HUNTER ICY -FS -AS AUTOMATIC PIASTIC POT ABLE WATER CONTROL VAL VE -SIZE PER PLAN t SHRUB SPRAY POP UP RAINBIRD 1812 SAM PRS 10H HALF 10' 0.80 30 EB HUNTER HBV 15IE POTABLE WATER MASTER VALVE ~ SHRUB SPRAY POP UP RAINBIRD 1812 SAM PR$ 10T THRD 10' 0.50 30 ■ DATA INDUSTRIAL BRASS FLOW SENSOR• SIZE PER PLAN ,, SHRUB SPRAY POP UP RAINBIRD 1812 SAM PRS 100 QRTR 10' OAO 30 0 AG PRODUCTS 2:" UVR UNIVERSAL AIRNACUUM RELIEF • WILKINS 600 HR HIGH RANGE PRESSURE REGULATOR-SIZE PER PLAN 0 SHRUB SPRAY POP UP RAINBIRD 1812 SAM PRS BF FULL 8" 1.00 30 ® RECLAIMED WATER SIGN-SEE PLAN FOR LOCATIONS ~ SHRUB SPRAY POP UP RAINBIRD 1812SAM PRS SH HALF 8' 0.50 30 0 TREE BUBBLER-SEE SPRAY LEGEND AND DETAIL t SHRUB SPRAY POP UP RAINBIRD 1812SAM PRS 8T THRD 8' 0.30 30 ... FIRE HYDRANT LOCATION FOR REFERENCE ONLY 9 SHRUB SPRAY POP UP RAINBIRD 1812 SAM PRS 80 QRTR 8" 0.25 30 .if RAINMASTER -□X2 CONTROLLER-SEE CONTROLLER NOTES ON PLAN FOR MODEL NUMBER. 'r/ SHRUB SPRAY POP UP RAINBIRD 1812SAM PRS 5H HALF 6' 0.20 30 PURPLE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2" AND LARGER-BURY 24" "' SHRUB SPRAY POP UP RAINBIRD 1812 SAM PRS 5T THRD 6' 0.15 30 PURPLE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-1/2" AND SMALLER -BURY 24" 'I' SHRUB SPRAY POP UP RAINBIRD 1812 SAM PRS 50 QRTR 6' 0.10 30 WHITE CLASS 315 PVC PRESSURE MAINLINE FOR POTABLE WATER SYSTEM, 2" AND LARGER-BURY 24' WHITE SCH. 40 PVC PRESSURE MAINLINE FOR POTABLE WATER SYSTEM, 1-1/2" AND SMALLER-BURY 24" EXISTING RECYCLED MAINLINE • BUBBLER RAINBIRD 1804 SAM PRS 15 CST-PCS 030 BUBBLER . 0.30 30 ---- PURPLESCHEDULE40 PVC LATERAL LINE -BURY 12"· NO PIPE SHALL BE SMALLER THEN 3/4" 0 BUBBLER RAINBIRD 1804 SAM PRS 15 CST· PCS 020 BUBBLER 0.20 30 . -----WHITE SCH. 40 PVC POTABLE WATER LATERAL LINE· BURY 12" • NO PIPE SHALL BE SMALLER THEN 3/4" 0 DEEP TREE BUBBLER IRRIGATION SLEEVE. REFER TO SLEEVING SIZE LEGEND RAINBIRD RWS BCG 1401 BUBBLER . 0.25 30 NOTE: CONTRACTOR SHALL INSTALL RAINBIRD 1800 NP COVER ON ALL HEADS USING REClAIMED WATER. /4\ DENOTES VALVE STATION NUMBER ~ DENOTES FLOW DENOTES VALVE SIZE TURF SPRAY POP-UP LEGEND SYMBOL DESCRIPTON MODEL NUMBER NOZZLE PATTERN RADIUS FLOW(GPM) PRESSURE(PSI) • TURF SPRAY POP UP RAINBIRD 1806 SAM PRS 12F FULL 12' 2.60 30 ROTOR LEGEND A TURF SPRAY POP UP RAINBIRD 1806 SAM PRS 12H HALF 12' 1.30 30 !j TURF SPRAY POP UP RAINBIRD 1606 SAM PRS 12T THRD 12' 0.67 30 SYMBOL DESCRIPTION MODEL NUMBER NOZZLE PATIERN RADIUS FLOW ICPM) PRESSUREIPSI) ,/) TURF SPRAY POP UP RAINBIRD 1606 SAM PRS 12a QRTR 12' 0.65 30 TURF ROTORS • TURF SPRAY POP UP RAINBIRD 1806 SAM PRS 10F FULL 10' 1.60 30 @ lURF ROTOR POP UP HUNlER PGP -ARV 3 HALF 25' 1.2 50 " TURF SPRAY POP UP RAI NBIRD 1806 SAM PRS 10H HALF '10' O.BO 30 ® TIJRF ROTOR POP IIP . HUNTER PGP -ARV I QRTR 25' 0.7 50 G6 TURF SPRAY POP UP RAI NBIRD •, 806 SAM PRS 10T THRD 10' 0.50 30 • TURF SPRAY POP UP RAINBIRD 1806 SAM PRS 10Q QRTR 10' 0.40 30 ® TURF ROTOR POP UP IIIJITTER PCP -ARV 5 HALF 30' 2.0 50 0 TURF SPRAY PDP UP RAINBIRD 1806 SAM PRS 6F FULL 8' 1.00 30 ® TURF ROTOR POP UI' Ht.mER PGP -ARY 2 QRTR 30' OJI 50 0 TURF SPRAY POP UP RAINBIRD 1806 SAM PRS 8H HALF 8' 0.60 30 @ ij TURF SPRAY POP UP RAINBIRD 1806 SAM PRS 8T THRO 8' 0.30 30 TURF ROTOR POP UP HUNTER PCP -ARV 6 HAif 35' 2.7 50 TURF SPRAY POP UP QRTR ell RAINBIRD 1806 $AM PR$ ea 8' 0.25 30 @ TURF ROTOR POP UP HUNTER PGP • ARV 4 QRTR 35' 1.6 50 0 TURF SPRAY POP UP RAINBIRD 1806 SAM PRS 5H HALF 5' 0.20 30 @ TURF ROTOR POP UP HUNTER PGP • ARY 7 HALF 40' 3.4 50 M TURF SPRAY POP UP RAINBIRD 1806 SAIM PRS 5T THIRO 5' 0.15 30 ® TURF ROTOR POP UP HUNTER PGP -ARV 5 QRTR 40' 2.0 50 (Ii TURF SPRAY POP UP RAINBIRD 1806 SAIM PRS 5Q QRTR S' 0.10 30 ® TURF ROTOR POP UP HUNTER PGP • Ml.V 9 HALF 45' 5.2 50 NOTE: CONTRACTOR SHALL INSTALL RAINBIRD 1800 NP COVER ON ALL HEADS USING RECLAIMED WATER. SHRUB ROTORS @ SHRUB ROTOR POP UP HUNTER PGH -ARV 3 HAif 25' 1.2 50 ® SHRUB ROTOR POP UP HUNTER PGH-ARV I QRTR 25' 0.7 50 ® SHRIil ROTOR POI' UP HUNTER PGH-ARV 5 HALF 30' 2.0 50 @ SHRUB ROTOR POP UP HUNTER PGH-ARY 2 QRTR 30' 0.9 50 @ SHRUB ROTOR POP UP HUNTER PG H -ARV 6 HALF 35' 2.7 50 ® SHRUB ROTOR POP UP HUNTER PGH-ARV 4 QRTR 35' 1.6 50 ® SHRUB ROTOR POP UP HUNIER PGH -ARV 7 HALF 40' 3.4 50 @ SHRUB ROTOR POP UP HOOTER PGH -ARV 5 QRTR 40' 1.6 50 @ SHRUB ROTOR POP UP HIJIITER l'GH • AAV 9 HAif 45' 5.2 50 ~ SHRUB ROTOR l'OI' Iii' HUNTER PGH • 3RV 9 FUU 35' 5.2 50 INTEGRATION ~iiili-NOTE: TO ACHIEVE THE DESIRED MATCHED PRECIPITATION RATE THE CONTRACTOR SHALL USE THE DIFFUSER SCREW TD ADJUST \.t,,llDSCA/>$ THE 'RADIUS OF THRO~r BASED 00 THE ABOVE LEGEND. ~ -1~ DESIGN STUDIO ~,,, (2;s""'""'" "o' ~°'s,. '1 ~. ~ ff ~:. I lf\ _, ... .. , ture LANDSCAPE ARCMITECTS 31 •c05 -)!~~~~* 616 South Wlllowsprlng Drlv• II',-~ date ~"'t-l:nclnlta1, CA 92024.4103 -1)-.' <§.' ~OF c~\.\~ t 760.633.0056 f 760.633.0087 www.lNTEGRATION-DESIGN .,om ProJ•ct ......................... 04.002 . ii PRECIP (IN/HR) 2.01 2.01 2.01 2.01 2.01 1.75 1.75 1. 75 1.75 1.75 1.83 1.83 1.83 1.83 1.83 1.83 1.83 VAR. VAR VAR. PRECIP (IN/HR) 2.01 2.01 2.01 2.01 1.75 1.75 1.75 1.75 1.83 1.83 1.83 1.83 1.83 1.83 1.83 p L A M O7MayO4 ~ Ii V I s O9AugO4 l~Pe:t.-olr GENERAL NOTES 1. ALL MAIN LINE AND LATERAL LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN ANO LATERAL LINE SLEEVES SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. 2. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME IJF SAID REJECTION. 3. INSTALL ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE R.P. BACKFLOW PREVENTOR AS PER LOCAL CODES. 4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND BASKET STRAINER OR THE RP. BACKFLOW SHALL BE APPROVED BY THE DEVELOPER AND THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. THE RP. BACKFLOW LOCATION SHALL ALSO BE APPROVED BY CMWD BACKFLOW SPECIALIST • 5. 117 VAC ELECTRICAL POWER SOURCE AND PHONE SERVICE AT CONTROLLER LOCATION SHALL BE PROVIDED BY MORROW DEVELOPMENT. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE AND PHONE DROP TO THE CONTROLLER. 6. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRAIDE UNLESS OTHERWISE SPECIFIED. 7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE 'MTH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. 8. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. 9. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME FAMILIAR WITH />LL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY THEIR WORK. WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALL, UNDER ROADWAYS AND PAVING, ETC. 10. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE AS SHOWN ON THE RESPECTIVE POINT OF CONNECTION NOTES. CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCES BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE REAIDING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 11. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM M SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRAIDE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING PLANS. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 12. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTIJRER'S RECOMMENDATIONS AND SPECIFICATIONS. 13. THE IRRIGATION CONTRACTOR SHALL INSTALLKBI SERIES ADV'S (ANTI DRAIN VALVES) ON ALL HEAIDS IN AREAS WHERE FINISH GRADE EXCEEDS4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION HEAD OCCURS OR AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 14. THE CONTRACTOR SHALL PROVIDE REDUCED PCS· PRESSURE COMPENSATION SCREENS ( PER ATTACHED LEGEND) AS NECESSARY TO ELIMINATE OVERSPRAY ONTO STREETS, WALKS OR OTHER AREAS AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 16. INSTALL POP UPS WITHIN 10 FEET OF ALL PEDESTRIAN USE AREA PER CITY OF CARLSBAD REQUIREMENTS. IRRIGATION PRESSURE CALCULATION TABLE IRRIGATION PRESSURE CALCULATION TABLE IRRIGATION PRESSURE CALCULATION TABLE Water Ml!tl!t No. 'A' Size 1.5" Water Mett!r No. #13 Size 1.S" Water Meter No. #7,#8 Size 1.5" Elevation of Mt!:ter 215.0' Elevation of Meter 236.()' Elevation of Meter 210.0' Hydraulic Gradlant 510.0' Hydraulic Gradiant 384.0' Hydraulic Gradiant 384.0' Static Pressure 121.1 e•i Static Pressure 64 e•i Static Pressure 75 12:!i Source of Information DEXTER WILSON ENGINEERING Pump Working Press. 120 esi Pump Working Press. 95 e,;i Phone NYmber (760! 438-4422 Source of Information DEXTER WILSON ENGINEERING Source of Information DEXTER WILSON ENGINEERING Date of Information 6/12/2003 Phone Number (760) 438-4422 Phone Number (760) 438-4422 Basis for Calculation Lonsiest Run/Highe!!-t Elevatlon/Highest Flew Date of Information 6/1212003 Date of Information 611212003 Basis for Calculation Lorr~est Run/Hi~hes,t Elevation/Highest Flow Basis for Calculation Lon~st Run/HIS!hest Elevatlon/H1ghetl Flow Remote Control Valve A4 Size 1" Demand 28 GPM Remote Control Valve C33 Size 1" Remote Control Valve G24 Size 1.5" Demand 24GPM Elevation of Demand 37GPM Highest head 215.0' Elevation of Elevation of Elevation of FI.C.V 215.0' Highest head 250.0' Highest head 205.0' Pressure at R.C.V. 104 psi Elevation of R.C. V 218.0' Elevation of R.C.V 202.0' Pressure at R.C.V. 49esi Pressure at R.C.V. 50 11:!i QTY. !!li !!EM PSI LOSS 1 1.5" Wa1er Matar 1.80 QIY. SIZE filM PSI LOSS QIY. ~ lliM PSI LOSS 1 1.5" Back:flow Prev. 12.DO 1 1.511 WatarMoter 1.00 1 1.5" Water Meter 3.00 Wye Strainer 1 1.5" Backflow Prev. 12.00 1 1.5" Backflow Prev. 12.00 3 1.5" Gate Valves 0.03 1 1.5" Wye Strainer 4.00 1 -1-:s11 Wye Strainer 4.00 3 2.5" Gate Valves 0.03 3 2.5" Ga1e Valves 0.03 1.5'' Master Valve 1 1.00 1 1.5" Master Valve 0.50 1 1.5" Master Valve 0.50 1 1.25" Flow Sensor 1.20 1 1.25" Flow Sensor 0.65 1 1.25" Flow Sensor 2.00 1.5" Mainline 280' 1.56 360' 2.5" Mainline 0.68 960' 2.5" Mainline 4.05 Mainline Mainline Mainline 1 1" Automatic Control Valve 3.50 1 1" Automatic Control Valve 3.00 1 1.511 Automatic Control Valve 1.70 AVG Lateral Line Loss 4.00 AVG Lateral Line Loss 4.00 AVG Lateral Liine Loss 4.00 Lateral Line Loss Lateral Line Loss Lateral Liine Loss Lateral Line Loss Lateral Line Loss Lateral Line Loss Lateral Line Loss Lateral Line Loss Lateral LIM Loss Fi1tings Loss (10%) 2.51 Fittings Loss (10%) 1.29 Fittings Loss (10%) 1.63 Elevation Change Elevation Change 6.1 Elevation Change -2.2 Total System Losses 28 esl Total System Loues 20esl Total System Losses 16 psi Pressur-e Required to operate head SO[>si Pressure Required to operate head SOesi Pressure Required to operate head 50 (!!!i Totel Pressure Required 7a e•i Total Pressure A:equired 10 e•i Total Pressure Reqrulred llt e•i Lowest Static Pressure Available 12s esl Lowest Static Pressure Available 120 esi Lowest Static Pressure Available 95 psi Pre-set Regulated Pressure 85 esi Pre-set Regul·ated Pressure 77 e•i Pre..,et Regulated Pressure _72 psi Residual Pres.sure at preset pressure a esi Residual Pressure at preset pressure 7esi Residual Pressure at preset pressure 7 esi "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. DATE D A T E LOCATION OF PLANTING REVIEWED BY: 1st Submittal AREAS INSPECTOR DATE I 0 M s CITY OF CARLSBAD ' City Plan Check ~ 8 PLANNING DEPARTMENT ~ 1 f1t1.e.. '511& DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER Or WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IRRIGATION IMPROVEMENT PLANS: LA COSTA GREENS RECREATION CENTER APPROVE( Ll__ 71,.,,, ASSISTANT PLANNING DIRECTOR OWN BY: PROJECT NO. CHKD BY: PUD 02-llA RVWD BY: /2:-2'1--0V DATE DRAWING NO. 419-SL W.0. No. 2J52-69 lllN 1 I',') --I LATERAL LINE =, .,111 ~~St~~f _,----a GREEN, BOLT LOCKING PURPLE FOR RECYCLED WATER USE VAL VE BOX MARK 'RCV' ='-al, CHRISTY YELLOW STATION NUMBER TAG l~-4--,e AUTOMATIC CONTR8k iYAL~E -SEE PLAN F ~PPiLf PVC T.0.E. ~-=--e3'SCH.80NIPPLE ...., SCH. 80 UNION .;j/, '-':.C'-',-' :...~ "'-7'r"1t_--J,...., 8" COMMON BRICK -SUPPORT -4 REQ'D PRESSURE MAIN LINE ~----a SENSOR TEE FlOW i DOWNSIZE '----" fb~t'k%tw1RES (TO CONTROLLER) ~f:JW:R CONTROL ~/:;-"':j;::!l,.-l-•wYfl-l'AlXt1tRi~~~EilETTERS AUTOMATIC VALVE MASTER VALVE/FLOW SENSOR ' ISi:!. -----e -l'OP UP SPRAY HEAD PURPLE CAP FOR RECYCLED WATER USE ' ~---◄FINISH GRADE t-?'2"~------eTURF ···4,--'--· -----SHRUB .;-----eSCH. 40 STREET ELL, TYP. ,-----eSCH. 80 PVC NIPPLE ~-,~'St&S"b'Wfll:k.ilNE-SIZEAS SCH. 40 STREET ELL • ~~~dl1cW SxSxT TEE FINISH GRADE OF BOTTOM OF SLOPE ""'lllrn= == ITllll~- POP· UP HEAD TO BE SET PERPENDICULAR TO SLOE ANGLE. [cilllJIIIIIIII PVC ~----.HIGH POP SPRAY HEAO- REFER TO LEGEND FOR TYPE NOTE: ALL SPRAY HEADS TO BE KEPT A MIN. OF 6' FROM ALL HARDSCAPE SURFACES ~---<11MARLEX STREET ELL, TYP. 1~--• SCH. 80 PVC NIPPLE, TYP. ._-a SCH. 40 PVC SXSXT TEE LATERAL POP UP BODY POP UP ON SLOPE BASE .,,-------.. (2)WARNING TAPE LINES 1 -ON TOP OF SLEE~E 1 -12' ABOVE SLEEVE ~--------.. VEHICULAR OR PEDESTRIAN PAVING -SEE PLAN .,--------e LATERAL LINE SEE LEGEND FOR TYPE SLEEVE SIZE TO BE lX DIAMETER OF LATERAL ------------• 90% MIN. BACKFILL RELATIVE !Ill.-,-COMPACTION ~------------6" MIN. COVER AND 2" BASE ,--"I!!\, OF SAND BACKFILL ~~""l'"-1--~11!!1_-------------MNNLINE-SEE LEGEND FOR f TYPE. MAINLINE TO BE SLEEVED ----~~===~===:::::::::::::;-------2X DIAMETEROFMAIINLINE ~ CONTROL WIRE BUNDLE IN A SIZE LINE TYPE P~ESSURE MNNLINE LATERAL LINE LOCATION IN LANDSCAPE <2' :::>2" UNDER VEHICULAR <2" PAVING =>2" UNDER PEDESTRIAN <2-112' PAVING =>2-112' IN LANDSCAPE <2-112" =>2-112" UNDER VEHICULAR <2-112' PAVING =>2-112" UNDER PEDESTRIAN <2-112" PAVING 2-112" DEPTH 24" 2411 30" 30" 18' 24' 12" 1211 30" 30" 12" 12" SLEEVE· SEE PLAN FOR SLEEVE TYPE AND SIZE ALL WIRES, LATERALS AND MNNLINE SHALL BE SLEEVED UNDER VEHICULAR AND PEDESTRIAN PAVING CONTRACTOR SHALL COORDINATE ALL SLEEVING WITH HARDSCAPE CONTRACTOR PRIOR TO FORMING TO ENSURE SLEEVES ARE SET ALL SLEEVES TO EXTEND 12" BEYOND HARDSCAPE SURFACE PIPES UNDER PAVING ~ ..., * t,.~SCA,o~ ~ OF C~\.\" .,------11 GREEN, BOLT LOCKING PURPLE FOR RECYCLED WATER USE JUMBO VALVE BOX MARK'MCV' CONNECTORS (OR EQUAL) SCH. 80 PVC T.0.E. NIPPLE (TWO:Q'D)---.. SUB-MAINLI -~--="---CONTROL WIRES WITH 24' EXPANSION COIL !f!l,,r----lJ---SCOTCH-LDC WIRE CONNECTORS (OR EQUAL) SCH. 80 PVC T.0.E. NIPPLE (TVIREQ'D) 8" COMMON BRICK SUPPORT (SIX REQ'D) ---COMPACTED SUB-GRADE MAIN LINE '------FLANGED MASTERVPLI/E SEE LEGEND FOR TYPE FLANGED MASTER VALVE POP -UP ROTOR TO BESET PERPENDICULAR TO SLOPE ANGLE ALL HEADS TO BE INSTALLED WITH RECLAIMED WATER CAPS / ~----• I IIGH POP ROTOFl. HEAD - "'-'='--1'-,-t-REFER TO LEGEND FOR TYPE ~---NOTE: ALL ROTOR HEADS TO BE KEPT A MIN. OF 6" FROM ALL HARDSCAPE SURFACES ,----eSCH. 40 PVC SXSXT TEE SCH. 40 PVC STREET ELL, TYP. --. _ _.8" MIN. LONG SCH. 80 PVC NIPPLE ROTOR POP UP ON SLOPE BASE INTEGRATION p L A N D A T E ~---07May0A 1st Submltlal DESIGN STUDIO R E V I s I 0 N s LANDSCAPE ARCHITECTS 09Aug0A City Plan Check I'S' 1'e£-o4, flJlll, -;us 616 South Wlllowsprlng Drive l.nclnltas, CA 92024.4103 t 760,633,0056 f 760.633.00&7 www.l NTf;;GRA TION-Df;;SIGN .com DATE INITIAL ENGINEER OF WORI 1-112' IN SHRUB ,:::-.:::: l1llll 11111 ::'_ "' ~1111 3' ti -" 0 DO-~ ll)d·· ~~g 3" ,,,------GREEN, BOLT LOCKABLE PLASTIC. / PURPLE FOR RECYCLED WATER use CIRCULAR VALVE BOX-MARKED'GV' illlili;;I[[~ lllll"·c', "'= GATE VALVE, SEE LEGEND FOR TYPE / /// .-• 1' CRUSHED GRAVEL· 12' DEPTH / BELOW VALVE BOX 8' DIA CLASS 200 PVC PIPE .,,---. EXTENSION· LENGTH AS NEEDED Iff~n"'ll't'"---BRICK STABILIZER· TWO REQUIRED ; .-• COMPACTED SUB-GRADE ,., 1:Ji,_ :I(~ ,,--41 SCH. BO T.0.E. NIPPLE, TYP. CONNECT / TO MAINLINE WITH SLIP COUPLINGS, // TWO REQ'D. 3' /// GATE VALVE ~------POP UP ROTOR -Fl.EFER TO LEGEND FOR SPECIFICATIONS ,r--.,...-'---, --:c=1·~-p:::::::::=\: _ _.FINISH GRADE == d',,,:a;;;:;= --lllli lrnmrnn --.11..-J!..lrr'j~~I· 111111 ~~ rl~fiii;\-----"' NOTE:ALL ROTOR HEADS TO BE SET6" CLEAR FROM ALL HARDS CAPE SURFACES ALL ROTOR HEADS TO HAVE PURPLE RECLAIMED WATER IDENTIFICATION CAPS IF USED WITH RECLAIMED WATER 6" PVC ,,----eSCH. 40 STREET ELL, TYP. ~-◄SCH. 80 PVC NIPPLE 8" LONG SCH. 40 STREET ELL, TYP. SCH. 40 PVC SxSxT TEE OR ELBOW LATERAL ROTOR POP UP BODY "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. · LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR L!U CITY OF CARLSBAD 9 PLANNING DEPARTMENT IRRIGATION IMPROVEMENT PLANS: LA COSTA GREENS RECREATION CENTER DATE DATE ~ 1 APPROVEO v1. /2-c/-Ot/ ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY: PUD 02-llA 419-5L REVISION DESCRIPTION RVWO BY: OTHER APPROVAL CITY APPROVAL ~ '----------------------------------------------------------------------------P_ro_1_e_d:_._ ... _ .. _ .. _ ... _ .. _ ... _ .. _ ... _ .. _. __ 0_4_._0_02 _________________________________________________________________________ _, ::::i W.0. No. 2352-69 8/N1 (,,a 6t ~ -~ ~ EXTENSION e--~ (3)4" LONG SWEEPS ----------• BACKPLATE ,..a::~r-WALL .,.--------ASSEMBLY AUTOMATIC CONTROLLER MOUNTED INDOORS. POWER TO BE PROVIDED FROM BUILDING AND CONDUIT INSTALLED PER LOCAL ELEC. CODES Ul+-1+---------JUNCTION BOX FOR 11fNAG GFI ELECTRICAL CONNECTIONS. RECEPTACLE WITH ON-OFF SWITCH ,...----•STRUCTURE FOOTING WALL MOUNT CONTROLLER ,.--------------PAVEMENT (2) WARNING TAPE LINES FOR WIRE SIZES NO. 1) 12 AND 10 ENO OF WIRES. -, ~--•SU BASE SOCKET OVER STEP 1 L. STRIP WIRES APPROXIMATELY 5/8' FROM ENDS TWIST ENDS TOGETHER. ,----e APPLY SEALER TO OUTSIDE OF SEALING / PLUG. Fl LL CAVITY WITH SEALER j lp;~EEVE OVER WIRE ENDS. CRIMP SLEEVE AND CUT OFF EXCESS WIRE. ,-PULL BASE SOCKET OVER WIRE END I AS FAR AS POSSIBLE ~~------·····~ STEft:i--<' PUSH SEALING PLUG INTO SOCKET BASE r PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION STEP4fr ·q ---~---~ ------. RAINBIRD PEN-TITEWIRE CONNECTOR OR APPROVED EQUAL FOR WIRE SIZES LARGER THAN NO. 10 ~ STRIP WIRES APPROX. 5/8' / FROM ENDS / TWIST CONNECTOR UNTIL WIRE ENDS REACH BOTTOM @:E!jF---3 ,--e AFTER MIXING CONTENTS OF I SE.Al.ING PACK IN ACCORDANCE \ WITH INSTRUCTIONS, CUT 1/2" OFF END OF PACK AND INSERT \ CONNECTOR TO OPPOSITE END. I§®~- \ WIRAP OPEN END OF SEALING PACK WITH TAPE AND LEAVE IN RAISED POSITION UNTIL RESIN JELLS. (APPROXIMATELY 8 MIN. AT 7~ 13) WIRE CONNECTIONS 1-ON TOP OF SLEEVE OR MAINLINE 1-12" ABOVE SLEEVE ,.-----• FINISH GRADE UNDER PEDESTRIAN PAVING ~ PRESSURE <2-112" 18" _ -- LATERALS •>2~1/28 248 ALL 12" ,--------e LATERAL LINE 2"LAYEROF GLEAN BACKFILL ,,..-----e PRESSURE MAINLINE UNDER VEHICULAR PAVING .---, LATERALS 30' §§1111 ,.-----e CONTROL WIRE BUN □LE ,,----e ?'LAYEROFGLEAN BACKFILL 111111 !-,-i----------111111?111111 ~ NOTES: 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES 2. BUNDLE AND TAPE WIRING AT 10' INTERVALS CONTRACTOR SHALL HAVE RECYCLED WATER MAINLINE INSPECTED 3. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE IN DIRECTION GREATER THAN 30°. UNTIEALLLOOPSAFTERALL CONNECTIONS HAVE BEEN MADE BY THE WATER DISTRICT INSPECTOR PRIOR TO BACKFILL. 4. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS TRENCHING BACKFLOW DEVICE SEE LEGEND FOR TYPE BRASS ELBOW, TYP, e-------.._ MIN.3"BRASSNIPPLE ------"'--,f WYE STAINER SEE ---.1:=~IWl{l.j LEGEND FOR TYPE BRASS ELBOW e--, itl'EKHARDOR TYPE L HARD COPPER • OR BRASS 1 CU. FT. (2000PSI) CONC. THRUST BLOCKS. WIRAP PIPES WITH 10 MIL TAPE. COMPACT SUB-GRADE TO 90 % PRIOR TO POUR .. . ------~= = mm= NOTES: 36" 1. THERE SHALL BE NO FITTINGS OR UIIII CONNECTIONS TO OTHER FACILITIES = BETWEEN THE METERANDTHE = BACKFLOW ASSEMBLY 2. BACKFLOW PREVENTER MAY NOT BE INSTALLED IN PUBLIC RIGHT-OF-WAY 3. CONSTRUCT 'l HIGH RETAINING WALL ON 3 SIDES OF BACKFLOW PREVENTER WHEN INSTALLED ON A4:1 OR GREATER SLOPE. OPEN END SHALL BE AT DOWNHILL SIDE OF SLOPE. PROVIDE 2' HORIZONTAL CLEARANCE BETWEEN WALL AND BACKFLOW PREVENTER. 4. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. 5. INSTALL PER CMWD STANDARD DRAWING# W-20 R.P. BACKFLOW FINISH GRADE (2) WARNING TAPE LINES 1 -ON TOP OF SLEEVE 1 -12" ABOVE SLEEVE BRASS UNION j PVC MAINLINE MALE PVC ADAPTER MIN. 3'' BRASS NIPPLE FINISH GRADE 10" ROUND GREEN VALVE BOX {PURPLE IF USED WITH RECYCLED WATER) HEAT SRAND "AYR' _,,---AGRICULTURAL PRODUCTS. INC. ARV-2 VALVE-2' _,,,_--2' SCH. BO TX T PVC COUPLING TO BE LINE SIZE WITH ARV-2 ,,----e SUPPORT BRICKS -TWO REQUIRW ,,---12"MIN. DEPTHOF3/4' CRUSHED GRAVEL --2' SCH. BO PVC NIPPLE. LENGTH TO BE DETERMINED TO GIVE N'/1-2 VAL VE 3" CLE.MANCE WITH TOP OF VALVE BOX ------➔ 90% COMPACTED SUB-GRADE __ ......., TEE FITTNG. CONTRACTOR SHALL VERIFY TYPE OF RTTNG WITH SPECIFICATIONS AND PIPE LEGEND. CONNECTION TO ARV VALVE TO BE THREADED. AIR/ VACUUM RELEASE VALVE .,_~SC.y~ ~ M,,.<-'l"'-i _, ~~~ .... STREET SURFACE \ POTABLE SE~'c~~~Z~ZZZZZZf21 DRAWINGS) (SEE IMPROVEMENT ~FEET 12" MINIMUM REQUIRED VERTICAL SEPERATION ~ RECYCLED WATER ~ IRRIGATION MAINLINE WITH SLEEVE NOTE: ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN: 'STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS''CARLSBAD RECLAIMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS' OCTOBER 1993 POT ABLE MAINLINE CROSSING FLO,, SIDEWALi<\ CURB \ METER BOX WITI-1 24" METER 1-T-+-=-~1 POTABLE 12' MINIMUM SER~ CE LINE ---I • 10' MINIMUM TO POTABLE , t.) MAINLINE IN STREET -1 I RECYCLED WATER IRRIGA~ MAINLINE WITH SLEEVE NOTE: VERTICAL CLEARANCE OF 12' MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATERLINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET, POTABLE SERVICE LINE CROSSING ,.,--------10" BOLT LOCKING PLASTIC CIRCULAR VALVE BOX- CARSON 910 -3B-(HEAT BRAND "PR1 1,---------PRESSURE REGULATOR- SEE LEGEND ,,-----SCH. 80 PVC THREAD ONE END NIPPLE (T.O.E.) TWO REQUIRED PRESSURE REGULATOR """"= ~ ~"/:,,~~~ ------TREE-REFER TO PLANTING PLANS ~:~ <li ~, ~,::0>$°0>q10>;f'£ ~ TREEROOTBALL ~ '.1J l):Y-' '1'0C\':'.qi0> 'lJ '(fl~o, "°' 0>~~~ '"II ~o,'"110>$ ?:,~ ~--FINISH GRADE "'$'"' "'"""' ·~~ E is ;J ,:: w ~ ,--RAINBIRO RWS-!CG ROOT WATERING (5 § 8 SYSTEM INCLUDES BUBBLER, ;;! PERFORATED DRAINPIPE, CHECK VALVE, SWING JOINT, AND DRAIN GRATE-TO BE FLAT BLACK 314' CRUSHED GRAVEL RAINBIRD SWING JOINT -INCWDED SCH. 40 PVC SST TEE / CLASS 200 LATERAL LINE DEEP WATERING TREE BUBBLE R INTEGRATION [:.ii --iiii DESIGN STUDIO LANDSCAPE ARCMITECTS 616 South Willowsprlng Drive Encinitas, CA 92024.4103 t 760,633.0~ f 760,633.0087 ....... INTEGRATION-DESIGN ,eom P L A N 07May04 D A T E 1st Submittal REVISIONS 09Aug04 I? Olk, ".\- City Plan Check flo.l,._,_ ~"& DATE INITIAL --eGREEN, BOLT LOCKING PLAl!ITIC ib 1_ : I :~; __ IN ___ SHRUB -~---:~::·GRl'DE ~~A;u~::O~iE~g) • CARSON 010 r"--------"-, I I ~0:I=": ":::: ·•QUICK COUPLER VALVE SEE LEGEND 1=1"111 _....--, :;;111111,,_:~ ~~Iii /I FOR TYPE ' 11111 mnf~ , I: I JJlll~'lli!JI"""" 'c"l,,.II l]llT c"if='illi:=, ::__•BRASS NIPPLE, LENGTH mi= ---AS REQUIRED '§1111)1---•12" MIN. DEPTH OF 3l4"C~USHED / GRAVEL ------BRASS ELBOW ------BRASS STREET ELL. TYP. ~-'1-<1 -·-·----•BRICK STABILIZER •BRASS NIPPLE 6" MIN. =:rrm\ LENGTH '-.!~:;__;_....1 ;--•PVC SCH. 40 TEE OR ELL ePVC MAINLINE, DEPTH AS REQUIRED \, 1 36" MIN. LENGTH #4 REBAR STABILIZER. ATTACH WI \ TWO STAINLESS STEEL STRAPS _____ _.,, COMPACTED SUB-GRADE QUICK COUPLER POTABLE 112" IN TURF .,.-------PURPLE, BOLT LOCKING PLASTIC CIRCULAR VALVE BOX-GARSON 910 HEAT 1" IN SHRUB AREA COMPACTED SUB-GRADE =';II I 01--111_ Tl BRANDED "QC\/' • OUICKCOUPLERVALVE,SElE LEGEND FOR TYPE. ;;)--jl-J-------BRASS STREET ELL, TYP. BRICK STABILIZER 1,.ff---ftl-----BRASS NIPPLE, 6" MIN. LENGTI-1 ,----PVC SCH. 40 TEE OR ELL -• PVC MAINLINE, DEPTH AB REQ. IJ=-f--..-1'-----. 1''1----------------36" MIN. LENGTH #4 REBAR STABLIZERS ATTACH WITWO NOTE: QUICK COUPLER VALVE SHALL BEOF A TYPE APPROVED FOR RECYCLED WATER USE STAINLESS STEEL STRAPS QUICK COUPLER RECYCLED RECLAIMED MAIN LINE 5' O.C. DOMESTIC MAIN LINE .,,.,--RECLAIMED WATER DIO ALERT TAPE -PURPLE IN COLOR. MODEL NUMBER; TA-OHI-P-RW ,,--~ CONTRACTOR SHALL FASTEN MARKI NOT APE EVERY 6' O.C. _,,--DOMESTIC WATER DtG ALERT TAPE• BLUE IN COLOR. MODEL NUMBER: TA-DT-6-BPW DEEP WATERING TREE BUBBLER "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE DATE ~ 0 CITY OF CARLSBAD ~ 1 PLANNING DEPARTMENT /RR/GA TION IMPROVEMENT PlANS: LA COSTA GREENS RECREATION CEN1'ER APPROVED J_~ , IZ-29-W r,1, ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO, DRf<WING NO. DATE INITIAL DATE INITIAL CHKD BY: PUD 02-llA 419-5L ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: l':- ~--------------------------------------------------------------------------P_ro_1_•_ct_._ ... _ .. _ ... _ .. _ ... _ .. _ .. _ ... _ ... __ o_4_._0_0_2 ________________________________________________________________________ __, :::i I I 111 W.O. No. 2J52-69 IIN I V I SCOPE Furnish all matenals, equipment, aervlces, suporvtolon, transport.ti on end labor necessary lo pertom, all lnigallon work 0001plete inouding lhe lo owing: Drawing• and Spaoificatione, Service Manuals, Record Drawings, Loose Equipmen\ Guarantee, Mal<lrials and Installation. 1. DRAWINGS AND SPECIFICATIONS: A. The intent of the Drawings and Speclflcations la to Indicate and spoofy a complete and efficient lntgatlon system ready for use In accordance wllh the manufacturels recommendations and meeting with the approval of the Landscape Arohilect without further cost of labor m:t material to the Owner. B. Plot dimensions ere approximate. Before proceeding with any work the Contractor shall carefuay check and verify all dimensions and shall repor1 any variations to the Owner. C. Due to the scale of Iha Drawings, II is not possible to Indicate all offsets, filings, etc. which may be required. The Contractor shall carefully irwesligate the structural end finished conditions affecting all the work, and plan the work accordingly, furnishing such fillings, etc. as may be required to meet such conditions. Drawing!s are generally diagrammatic and indicative of the work to be installed. The work shall be installed in the most direct and workmanlike manner, sa 111atccrrflicts between inigation systems, planting and architectural features will be avoided. 2. SERVICE MANUALS Conlractor shall furnish two (2) service manuals ta the Owner. Manuals may be loose leaf and shall contain complel<I drawings of aD equipment installed showing components and cal<llog numbers together with the manufacturer's name and address. Additional sheets shall cover operation insb'ucfions simple enough to be understood without speciamzed knov.4edge. 3. RECORD DRAWINGS Conlraclor shall procure from the owner e sepia m~•r of the Irrigation layout end mar1< the exact "as built'' rurangement Including locations of all equipment Installed. Locatlons shall be shown by the lriangular system of measurements from easily Identified pennanent features such as irrigation heads, buildings and walks. As-built submittal process to be completed prior to or concurrent to occupancy of last building. The "as built" drawings shall be drafted employing a compel<lnl draftsman. After final inspection and before final payment, the mylar shall be delivered to the Owner. 4. LOOSE EQUIPMENT loose irrigation equipment, operating keys and spare parts wlll be fumishad by the Contractor In quantl~es as .shown on plans or in specifications. 5. GUARANTEE A. The entire inigallon system shall be uncondlllonelly guaranteed by the Cootractor as ta ma tonal and workmanship, induding eallling of backtllled areas below grade for a paned of one (1) year following the date of final acceptance of the work B. lf, within one year from the date of completion, settlement occurs, and adjustments In pipes, valves and irrigation heads or paving is necl'.ssary to bring the system paving to lhe proper level of the panmenent grades, the Contractor, as part of the wor1< under his Contract, shall make all adjustments without extra cost lo the Ov.ner, lnoudlng the restoration of all damaged planting, paving or other Improvements of any Wnd. C. Should any operational difficul6es in connectiion with the irrigation system develop within the specified guarantee period which in the opin!ort of Iha Owner may be due ta inferior material and/or workmanship, said difficulties shall be immediately corrected by the Contractor to the satisfaction of tlie Owner at no additior\al cost to the Owner, Including any end ell olher damage caused by such defects. 6. WATER MANAGEMENT A. The irligation sysl<lm ahaD be installM with tho focua of water conservation -achieving malllmum plant health and aesthetic while minimi~ng water consumption. B. There shall be no overspray onto walks, buildings, walls, streets, or as dlrecl<ld by the owner's authorized reprasentathle. C. The contractor shall notify the irrigation designer 48 hours prior lo finish of the irrigation system for a coverage walk-through. Contractor shall take all responsitility fa improper system coverage should the irrigation designer not be notif!Sd pliorto pant installation. O. Prior to offlcfal b.Jmover of the maintenance corntract, the contractor shall contract a certified water auditor lo perform a water disbibution test in all turf areas. Coples of test data shall be delivered to the OvKler and the landscape Architect. 7. MATERIALS A. Pipe and Fitting• (1) Brass Brass pipe shall be IPS stendanl wei!Jht 85 % Red Bress. Fittings shell be with standard 125-pound cast bronze threaded fittings. (2) PVC Conduit Pipe that is used for control wires shall be PVC conduit Schedule A, Type 2110. All wirao under paving shall be installed in PVC condlil (3) PVC High Impact Pipe-Cell Class 12454B (PVC Schedule 40 &80) a. Pipe shall conlorm to ASTM Standard 01785 Cell Class 12454B and ASTM D2241 b. Pipe shall be mari<ed at intervals not to exceed 5' with the following information: Manufacturefs name, nominal pipe ~ze, PVC type arnd cell ciass O.a., 124546), schedule, NSF approval. c. PVC Schedule 40 shell not be threaded. d. Fltlinge shall be PVC Schedule 40, ASTM D-1784, 2400, Cell Class 124548, NSF approved. (4) PVC Pressure Rated Pipe· Cell Class 124548 (PVC Class, 200, & 315 end PVC Schedule 40) a. Pipe shaU conform lo ASTM Standard 01785 CeB Class 124548 and ASTM D-2241 b. Pipe shall be marked at intervals not to exceed 5' with the following information: Mar<Jfacltlrefs name, nominal pipe size, PVC type and cell dass Q.e., 124548), sdiedule, NSF approval. c. PVC Schedule 40 shal not be lhraadad. d. Fittings shell be PVC Schedule 40, ASTM D-1754, 24e8, Call Class 12454B, NSF approved. e. Solvent shall be 2721 series I PS-Wold oo low volatile blue glue with P68, 70 primer or appro,ed •~uel. Glue and primer•• manfuectured by IP$ Weld-on, Gardena, California or approved equal. f. Caution ,hell be utilizM in handling Tl'JlO I pipe due to the posslblity of cracking or of spltltng when dropped or handled carelessly. g. When connection ls plastic to metal, male adapters shall be used. The male adapter shall be hand tightened, plus one tum with a strap wrench. Joint compound shell be Perrnatox Type II. B. Sprinkler Heads Sprinkler heads shall be 88 shown on plen C.Vahles (1) Remote Control Valves. Eloct~c remote control VM'eS ,hell be es Bhown on plan (2) Gate Valves -Approved gate valves shal be Walls WGV-X (3) Quick Coupling Valves • Quick coupling valves shall be es Indicated on Plan and shall be installed In a 6"-8" diameter valve box. Allomate matenal may be submltied for approval. All quick coupling valve keys and hose swivels shall be of same manufacturar as Iha quick couplers. Quick couplers shall be lockable D. Automatic Controllers -Automatic conlrollers shal be es shown on Plans end Del<lils. E. Stainless Steel Wall Mount Plate• Stainless Sl<lel Wall Mount Plates and hardware used In lnstallallon of lhe enclosure shall be menufectured with 100 % Stainless steel.y sue Enclosure shall be es shown on Plans and Details. f. Control Wire • Central Wire for RC Vs All wiring to be used for connecting tho automatic conlrolter ta Ille elech1ra eolenold actua1ed by ramol<I control velve shall be Typo UF 600V,solid copper, PVC insulation, single conductor, UL approved underground feeder cable. Each pilot or "hot' wire Bhall be color coded wilh Iha common wire being white with stripe matching color of lead wira. Minimum 14 gauge. G. Valve Boxes-All remote control valve11 gata valves1 quick couplers, preHure regulators, and pressure relief valves shall be Installed In green valve boxes as shown In details, complete with lodclng covera. All shall be CARSON or approved equal, and shall be mart<ed "RCV' with ,talion numbers for control valves, "GV", "QCV", "PRV", "PR" respectively heat branded in 1" high lettera on valve cover by Con-. H. BackHow Prevention Units The backflow preventlon units shall be as shown on Plans and Delalla. 8. INSTALLATION A. T ranching (1) Excavation shall be open vertical construction sufficiently wide to provide free working space around the wor1< installed and to proville ample space for backtllllng and compacting. (2) Trenches for pipe shell be cut to requirad grade lines and trench bottom shall be compacted to provide an accurate grade ..-.:I uniform beanng for the full lenglh of lhe line. (3) When two (2) pipes ara to be placed in the sama trench, a 6" space shall be maintained between pipes. (4) Low voltage control wires shall be burled under the mainline as shown on 1he plans. B. Backtliling (1) Backfill material shall be approved soil. Unsuitable matolial including clods and rocks over 1" in size shall be removed from the premisos and disposed of legally at no cost to the owner. (2) All backfilling shall be done carefully and shall be properly compacted. All trenches at toe of slope conditions shall be inspected by the project soils engineer for prq:,er oompaction. (3) Depth of trenches shall be sufficient to provide a minimum cover above the top of the pipe es follows: 12' over PVC non-pressura lal<lral lines 18" over PVC non-praeaura lateral lines for rotor system 181t over PVC main under pressure for pipe 2" and under 24" over PVC.mail under pressure for .2 1/Z' and over C. PVC Pipe (1) PVC pipe shall be lnsl<llled In a manner which wlll provide for expansion and conlractlon as recommended by the pipe manufactuer. (2) All plastic to metal Joints shall be made with plastic male adaptora. (3) The joints shall be allowed to set at least 24 houra, or as recommended by the solvent manufacturer before pressura Is appled to the system on PVC pipe. (4) After all new lrrfgation piping and risers are In place and connected, all necessary work has been completed and prior lo the installation of Irrigation heads, control valves shaD be opened and a full head of water used to flush out the system. After the system is lhoroughly flushed, risers shall be capped off and the system preasure tesl<ld. (5) Irrigation lines shell be tested in place before backfilling for a penod of not less than one (1) hour for polable or four (4) hours for recycled waler, end shall Bhow no leakage or loss of pressure. During the test petiod, minf mum test pressure at the highest point of the section being tested, shall be 125 pounds per square inch. (6) Al the conclusion of the pressure test, the head shall be installed and tested for operabon in accordance with design requirements under nonnal operating pressure. Contractor shall verify head pressures with pitot tube and adjust control valves to correspond with design pressure. City inspeclar must observe and approve pressure test p~or to backfilling. D. Sprin~er, (1) All nozzles on stationery pop-up sprinklers shall be tightened after Installation. All sp~nklera having an adjustment s1"m Bhell be adjusted on the leleral nne for the proper radius as to avoid overspray onto, but not limited to, walkways, walls, fences, roadways, or as directed by the owner's authorized representative. (2) Sprinkler hesds and risers ahal be inslalled according ta details. (3) All sprinkler heads with a 1 /2" or 3/4" inlets shall utilize Marlex street ells in Ille swing joint aseamblles. All splinklera with 1" or larger Inlets shal utilize $ct,. 40 street alls. All lhreaded Sch. 40 connections shall be wrapped wilh l<lflon lepe. E. Valves (1) Remote control valves shall be adjusted so that the most ramote Irrigation heads operam at the pro,sure recommended by the head manufacturer sllcwn on Iha plan. Remol<I control valves shall be adjusted so the maximum uniformity and distribution of water is appfied by the irrigation heads to lhe planting areas for eadl individual valve system. (2) Valves shall be the full size of the line in which they are installed unless otherwise indicated. (3) Quick coupling valves shall be set approximately 12' from walks, curbs, headerboards, or paved areas whore applicable. All Quick roupllng valves shell be placed In shrw planter beds, where possible. All valves shalt be placed in 6" -8" round val>we boxes as manufactured by Carson, or approved equal. F. Valve Boxes (1) Valve boxes shall be set one Inch (1') above lhe designated finish grade in lawn eraas end lwo Inches (2") above finish grade In ground cover areas. (2) Valve boxes installed near walks, curbs, headerboards, and paving shall abut those items. The top suriace shall be flush with items listed above. G. Automatic Conlrol~r Location and Installation {1) The automatic controller shall be installed at !he approximate location shewn on the plan. (2) All local and other applicable cedes shall lake precedence in connecting the 117 VAC electiical seMce to lhe controller. Owner shall provide power to conlroRer. Conlracta' shall complete hock-up to con~oller. (3) Thera shall be adequate coverage of earth (18' minimum) over tho 24 volt control wi'e. lnalall wira In !ranch and tape to mainlines on bottom of pipe at 10-foot lnl<lrvala. (4) Controller shell be properly grounded with a 5/8" x 96" copper dad ground rod and brass ground rod damp. H. Control Wire (1) All electrical equipment and winng shall comply with local and state cc:les and be installed by lhcsa sklDed and licensed in the trade. (2) Connecting and splicing of low voltage wire at the valves or in the field shall be made using a 3M watertight connector or equal. I. Backflow Prevention Units (1) The beckfiow prevention units shall be installed as shown on Plans and Details. Inspection by Cansbed Planning Dept. lnspaoto,. Conlractcr shall nofify lhe lnspector48 Houra prior to mainline inspection for pressure .test. Pressure test shall consist of testing mainline to 125 lbs for one (1) hour for potable orfour (4) hours for recycled waler. Test shell be completed with the city inspector present Conlractor shall ccordinele aH olherwori< ta be nspected with inspector. 9. PREVENTATIVE MAINTENANCE FOR CONTROLLERS Depending on the severity of the environment, the below procedures shall be followed two (2) 1o six (6) times a year, with particular attention to discoorage spiders, .enls, snfils, slugs, bugs, rodents, or insects of any kind from access to controller. A. Use a Scotch 1619 electrical contact cleaner or equal; spray ell knobs; operate or rotate them to ciear any corrosion or debris whicl1 has accumuteled. Any non-oil beoo eleclncal contact cleaner is sufficient. Do not use a WD-401)1)8 cleaner. B. Spray and/or clean behind face plate or panel, removing all insects, dust, dirt, etc. C. Use a past strip or insecticide to keep out spiders, ants, bugs, etc. int as D. Use a rodent chemical In the pedestal to keep out mica, etc. E. Seal off any exterior openings where insects, snails, slugs, buga, or moisb.Jre can enter the controller cabinet. Wtiere valve wires enter the cabinet, 1he use of a Bil!rone~'fype gel is en excallent method of preventing pests frc,n enlenng and helps keep moislura OLII. F. Use ~ug and snail bait around the outside of the pedestal. G. Meke sure weather stripping insida cabinet door is tight to prevent leakage into the controller from irrigaticn ovempray or raln. Replace as nAeded. H. Prevent dust, dirt, and waler overspray from getting into oontrollera during and after ccnslructlon by keeping the door dosed el all times except when programming a unit. shal I. Inspect the valve wiras which are attached to the terminal strip inside controller to be sure they ara snug and properly mari<ed. J. Controllers should be operated and visually Inspected al !east once a week. K Controllers and valves should be operated onQ! per week even in winter for Just a few seooncls to keep corrosion from building up on the contacts or wafer switches and to keep valve parts moving freely. INTEGRATION [:;iii iiiiiii iiii DESIGN STUDIO P L A N 07May04 DATlii lat Submittal sign ture 31 D c05 LANDSCAPE ARCHITECTS 616 South Wlllowsprlng Drlv• Enelnfta1, CA 92024.4103 RliiVI 09Aug04 ('5 D!1c-o+ S I O N S City Plan Ch•ck f1JAl-<;;Ill!, t 760.633.0086 f 760.633.0087 www.lNTEGRATION-DESIGN ,..., 10. Non-designated use ereas shell be protocted form contact with racycled wator, whethor by windblown spray or by direct eppllcatton lhrough Irrigation or other use. Lacie of protection, whether by design, construction practice or system operation, is sbic11y prohibited. 11. Irrigation heeds shall be relocated or adjusted to minimize or eliminal<I over-spra~ng on sidewalks, slreets and non-designated use naa 12. Recycled water quick coupling valves shell be of a type designed for the use on recycled waler disbibution systems per cansbed munldpel water district's rules and regulations. 13.0n recycled water systems, all appurtenances {sprinkler heads, valve boxes, etc.) shall be color-coded iup/e per awwa guidelines Md section 116815 of the oalifanla health and safety code. 14. All irligalon pipes shall ba stenciled with the warning, "non-potable or recycled water," cclor-code<I (purple) and laid wllh warring !ape and stenciling arienled lowanl Iha top of the trench per the cansbad municipal wal<lr district's rules and regulations. t 5. On new on-site sysl<lms (pest-meter), potable water, consl<lnt pressura recycled water and sewer lines shall be placed a minimum of four feet apart or as direc1ed by the project engineer and/or regulatory agency. Measumments shall be between facing surfaces, no pipe center Unes. 16. Constant pressure mcycled water lines shall cross at least twelve inches below potable water lines and maintain at least twelve inches crossing separatioo between olher utilities. 17. lf a constant pressure recycled water line shall be installed above a potable water line or less than twelve inches below a potable water Hne, then lhe recycled water line shall be installed within an approved protective sleeve as per the ca~sbad municipal water district's rules and regulations. 1-8. Developer/contractor shall conduct a cross-connection test and coverage test as directed by the cartsbad municip21I water distrid: aoo/or the san dil!go QllJnty departmenl of environmental hoallh plior to any use of recycled water. 1'9. The required cross-connection inspection shall be done by either the carlsbed municipal w~ter diebict and for the ssn diego county department r:t environmental health. Copies of inspection reports will be forwarded to the non-inspecting party. 20. The design end locations proposed for recycled water "do not drink'' signs shall be called out on the plans. 21. When recycled water becomes available, an on-site user supeivisor shall be designated in writing. This individual shall be fammar with plumbing systems within Ille property with the basic concepts of blacktlow/corss-connection protection, the racycled purveyoufs rules and ragulaliona and the specrr1c requiraments of a racycijed waler sysl<lm. Coples of the designation, with contact phone numbers shall be provided to the carlsbad municipal water district and I or the san di ego rounty department of environmental health. In case of emergency contact _mike lombardi_ at (760) 505 5644 or after hours, ccntacl _mike lombard_ al (760) 505 5644 22. All public and private potable water mains incl1.1ding fire mains and any water wells and water oourses within the recycled water project shall be shown on the plans. 23. Call out on tha plans if there are or are not drinking fountains and or designaled outdoor eafirng areas on this site. 24. Educate an maintenance personnel on a continuous basis of the presence of recyded water. P81'SC'.lnnel must be informed that recyded water is meant for the irrigation purpose& only, and is not approved for drinking purposes, hand washing, cleaning of toe ls, elc. Given the high ltrnover rate of employees In the lendecape lnduslry, It ts important this information be disseminated on an almost daily basis. 25. A physical separation shall be provided between adjacent areas irngated wtth racycled waler and pctablo wster. Separation shall be pro'illed by distance, concrale mow stripe or other approved methods. COUNTY OF SAN DIEGO· DEPARTMENT OF ENVIRONMENTAL HEALTH RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHAil BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICrs RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE AllOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPER PER CARLSBAD MUNICIPAL WATER DISTRICrs RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH "THE CITY OF CARLSBAD LANDSCAPE MANUAL" AS WELL AS THE CARLSBAD MUNICIPAL WATER DIS'TRICTS "RULES AND REGULATIONS FOR RECYLCED WATER" OR "PURPLE SPEC" AS IT PERTAINS TO THIS PROJECT. "AS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RCE ___ _ REVIEWED BY: INSPECTOR EXP. BUILT" DATE DATE 1---+--+----------1---+--1----+-~ ~ CITY OF CARLSBAD ~ ::~===-====PL:::A=NN=l=NG:::::::::D::E:::PA::R:::TM::E::N::T===:::'....'.::~==:::'. DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF' WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IRRIGATION IMPROVEMENT PLANS: LA COSTA GREENS RECREATION CENTER APPROVEDI \/} ASSISTANT PLANNING DIRECTOR OWN BY: ___ _ PROJECT NO. CHKD BY: ___ _ RVWO BY: PUD 02-llA 12-ect-ot/ DATE DRAWING NO. 419-SL " Project ..... "................... 04.002 -'--------------------------------------------------------'----------~-------------------------------------------------------------------------,.J...I I! II W.O, No. 2J52-59 BIN, / / / / / f- ~ :J / / / (3) II> 24"' Box .. = AMBj;;R LANE · - • .. o□□ I " _, r;:-,ifli'"'FJ ?¢ :! 0 ~ 0 I I • • F~2175 INTE~TION i. ~ iii DESIGN STUDIO LANDSCAPs AACHIHCTS 616 South Willowsprins Drl.-& l:'.ntinltu, CA 920.24.4103 t 760.633.0056 f 7~0.C3J.0037 www, INT~GRAT!ON-01:SIGN,;om l CD PLAN DATE 7 May □4 ht Submittol REVISIONS 2 Sepl 04 2nd Submlttal I'S _ _. Fl.,.._'>°'' I<') • Cl. I-..J ' I-UJ UJ :r V) UJ UJ V) .UJ z ....J ::c u f-<( ::f CD TREE LEGEND SYMBOL SIZE QUANTITY BOTANICAL NAME COMMON NAME REMARKS 0 24"/36' BOX 0 ALNUS Rl-,OMBIFOLIA Wi-,ITE ALDER STANDARD 036"BOX 0 ARBUTUS 1-,YBRID 'MARINA' MARINA STRAWBERRY TREE; MULTI-TRUNK ® 24"80X 0 CERCIS OCCIDENTALIS WESTERN REDBUD MULTI-TRUNK /~o 72" BOX ARAUCARIA ARAUCANA MONKEY PUZZLE TREE STANDARD \ + ) 48" BOX 6 ERIOBOTRYA JAPONICA LOQUAT STANDARD .,__,>o 48" BOX 8 FICUS RUBIGINOSA 'J:LORIDA' NO COMMON NAME LOWBRANC!-1 , 24"/36" BOX 4 MAGNOLIA GRANDI FLORA 'ST. MARY' MAGNOLIA LOW BRANC!-1 0 PLATANUS RACEMOSA SYCAMORE; LOW BRANC!-1 0 36"BOX 6 PODOCARPUS HENKELII LONG-LtAFED Y!.LLOW WOOD LOW BRANC!-1 0 24'BOX 0 POPULUS NIGRA 'ITALICA' LOMBARDY POPLAR STANDARD 0 24"/36" BOX 036'/48"BOX 0 QUE RC US AGRIFOLIA COAST LIV!; OAK LOW BRANC!-1/MULTI-TRUNK 0 QUERCUS VIRGINIANA SOUTl-,ERN LIVE; OAK 0 48"BOX 4 TABEBUIA CI-IRYSOTRICHA GOLDEN TRUMPET TREE PALMS AND CYCADS SYMBOL s1zi; QUANTITY BOTANICAL NAME COMMON NAME 48" (6' B.T.1-,.) 2 BUTIA CAPITA TA PINDOPALM 16' B.T.1-1. 2 PHOENIX CANARIENSIS CANARY ISLAND DATE PALM :If 35 (5' B.T.1-,.) ZAMIA FURFURACEA NO COMMON NAM!. VINE/E;:SPALIE;:R/COLUMN LEGE;:ND SYMBOL SIZE QUANTITY BOTANICAL NAME COMMON NAMe CD 15GAL 9 CALLIANDRA 1-,AEMATOCEPHALA PINK POWDER PUFF G) 15GAL 2 CAMELLIA JAPONICA "' CAMELLIA G) 15GAL 5 DISTICTIS BUCCINATORIA BLOOD-RED TRUMPeT VI Ne 0 15GAL 11 DISTICTIS 'RIVERS' ROYAL TRUMPETVINt;: G) 15GAL 8 SOLANDRA MAXIMA CUP-OF-GOLD VIN!; 0 24" BOX 0 LIGUSTRUM JAPONICA NOTES: 1. ALL PLANT MATERIAL DESIGNATED WITH(++) SHALL BE PLANTED WITH THE CACTUS AND SUCCULENT BACK FILL MIX (SEE PLANTING SPECIFICATIONS) 2. ALL PLANT MATERIAL DESIGNATED WIT!-1 ("') S1-,ALL Be PLANTED WIT!-1 Tl-IE ACID LOVING PLANT BACK FILL MIX (SEE PLANTING SPE:CIFICATIONS) 3. ALL PHOENIX CANARIENSIS AND ARCI-IONTOPl-,OENIX CUNNINGHAMIANA SHALL Be INSTALLED WIT!-, A SUMP DRAIN PE:R DeTAIL i; SHEeT 31. PLANT QUANTITIES PLANT QUANTITIES SHOWN ARE FOR THE CONVENIENCE OF CONTRACTOR. CONTRACTOR TO CONFIRM ALL QUANTITIES ON THE SHEETS. STANDARD STANDARD RtMARKS SINGLE TRUNK SINGLE TRUNK MULTI TRUNK REMARKS ESPALIER ESPALIER STAKeD STAKED STAKED 11 AS BU IL T" 0 5 10 20 rn APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA----EXP, ___ _ l{EVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~ l---+--+----------------+--+---1--+----l Lm PLANNING DEPARTMENT ~ ~L=A=No==s=c::'.A P,'.:E=l=M:::PR=o=vE=M::::EN::T=;PL=A=NS::::::FO::R::: ====='...:::=~ LA COSTA GR[ENS CLUB -~?le« ASS I ST ANT PL ANN I.NWG~DC'CIRC:CECC'CTCC□""R ----12-2'7-9</ DATE 1---:-:--+'CC"."'..,,-.,.,.+----------------t-::-,=---t-:-::--;-c-;-:c----1,---;;-~-r:='"'7"1 OWN BY: ---1 PROJECT NO, DRAWING NO, Project............... 04.002 DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY: ___ 1 PLJD Q2 llA 419 SL PROJECT MAP ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: • • ~ L------------------------------------------------~---------------------J..__ ______________________________________ ____,~ - I- L .....J I I I I 48" Box •• • TREE LEGEND SYMBOL SIZE QUANTITY BOTANICAL NAME COMMON NAM!. 0 24"/36" BOX 0 ALNUS RI-IOMBIFOLIA WI-IITE ALDER 036"BOX 0 ARBUTUS 1-IYBRID 'MARINA' MARINA STRAWBtRRY TREE ® 24"BOX 0 CERCIS OCCIDENT ALIS WESTERN REDBUD /1-._,,o 72" BOX 0 ARAUCARIA ARAUCANA MONKEY PUZZLE TREE \ + ) 48" BOX 0 ERIOBOTRYA JAPONICA LOQUAT ,,__>o 48" BOX 4 FICUS RUBIGINOSA 'FLORIDA' NO COMMON NAME a 24"/36" BOX 9 MAGNOLIA. GRANDI FLORA 'ST. MARY' MAGNOLIA 0 24"/36" BOX 0 PLATANUS RACEMOSA SYCAMORE: 0 36"80X 0 PODOCARPUS 1-ltNKELII LONG-LE:AFE:D YELLOW WOOD 0 24"BOX 0 POPULUS NIGRA 'ITALICA' LOMBARDY POPLAR 0 24"/36" BOX 0 QUERCUS AGRIFOLIA COAST LIVE OAK DW/4'"80' 2 QUERCUS VIRGINIANA SOUTI-IE:RN LIVE OAK 0 48"BOX 0 TABEBUIA CHRYSOTRICI-IA GOLDEN TRUMPET TREE PALMS AND CYCADS SYMBOL SIZE:: QUANTITY BOTANICAL NAME COMMON NAME ~ 48" (6' B.T.1-1.) 0 BUTIA CAPllATA PINDOPALM 16' B.T.H. PHOENIX CANARIENSIS CANARY ISLAND DATE: PALM :ff. 35 (5' B.T.H.) 0 ZAMIA FURFURACEA NO COMMON NAMt VINE/ESPALIER/COLUMN LEGEND SYMBOL SIZE QUANTITY BOTANICAL NAME COMMON NAME (i) 15GAL 10 CALLIANDRA HAEMATOCEPHALA PINK POWDER PUFF @ 15GAL 0 CAMELLIA JAPONICA ••• CAME:LLIA G) 15GAL 10 DISTICTIS BUCCI NA TORIA BLOOD-RED TRUMPET VIN\;'. G) 15GAL 6 DISTICTIS 'RIVERS' ROYAL TRUMPET VINE G) 15GAL 0 SOLAN DR A MAXIMA CUP-OF-GOLD VINE 0 24" BOX 40 LIGUSTRUM JAPONICA NOTES, 1. ALL PLANT MATERIAL DeSIGNATED WITI-I (++) SI-IALL BE PLANTED WITI-I Tl-IE CACTUS AND SUCCULENT BACK FILL MIX (SEE PLANTING SPECIFICATIONS) 2. ALL PLANT MA To RIAL DESIGNATED WITI-I ('") SI-IALL BE PLANToD WITI-I Tl-IE ACID LOVING PLANT BACK FILL MIX (SEE PLANTING SPECIFICATIONS) 3. ALL PHOoNIX CANARIE':NSIS AND ARCHONTOPHO(;NIX CUNNINGHAMIANA SHALL BE INSTALLED WITH A SUMP DRAIN PER DETAIL E SI-IEET 31. PLANT QUANTITIES PLANT QUANTITIES SHOWN ARE FOR THE CONVENIENCE OF CONTRACTOR. CONTRACTOR TO CONFIRM ALL QUANTITIES ON THE SHEoTS. REMARKS STANDARD MULTI-TRUNK MULTI-TRUNK STANDARD STANDARD LOW BRANCI-I LOWBRANCI-I LOWBRANCI-I LOW BRANCl-1 STANDARD LOW BRANCI-I/MULTI-TRUNK STANDARD SlANDARD lll£MARKS SINGLE TRUNK SINGLt TRUNK MULTI TRUNK REMARKS ESPALl(;R ESPALl!;'.R STAKED STAKED STAKED 11 AS 8 U I L T 11 PROJ~CT MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ' INTl::GRATION PLAN DAT• ~ liiiiiii iii 7 May 0,4 ht Su brr, !ti a I DESIGN STUDIO REVISIONS LANDSCAl'r;: Al'?Cl-llTbCTS 2 Sept 04 2nd Submittal 616 South Wlilowsprlng Driv• 11; otk. -,4,. Fl-""--id& lindnllu, CA 92024.4103 t 760,633,00H f 760.633,0087 www. lNH:GRATI ON -OESIGH,eom Project............... 04.002 DATE RLA EXP, ___ _ REVIEWED BY: 0 5 10 20 INSPECTOR DATE 1----1---1------------!--+---+--l----j I S2"HE3ET I CIT y OF CARLSBAD I SH3EE1TS I :===-====P:::L:::AN:::N:::I N:::G:::D:::E:::PA:::R:::T:::ME:::N:::T ======= LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA G!R~~NS CLUB ~ ASSISTANT PLANNING DIRECTOR DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO, PUD 02-llA DRAWING NO, 419-5L C'-1 I Q. L __________________________________________________________________ _1_ ____________________ --'-----------------------'~ I I 0 <( 0 0: V) -0. :s I I - 36' Box. .\ ..y ------ 36~ Box = 36" Box • 3 "B 36"Bo · .. .. , .·. ;: ;>~ •·.· INTEGRATION ~ iii.iii -DESIGN STUDIO LANDSCAPE ARCHIHCTS 676 South Willowspring Driv, hnclnlta,. CA 9202.\,4103 I 760,653.0056 I 760.0H.0087 ww .... l NT~GRATIO N-OliSIGN.com Project............... 04,002 36" Box e\ PLAN DATE 7 May 04 1st Submittal REVISIONS 2nd SubmlUal ~ 1'1&& TREE LEGEND SYMBOL SIZE QUANTITY BOTANICAL NAM!; COMMON NAME RE:MARKS 0 24"/36" BOX 5 ALNUS RHOMBIFOLIA WHITE; ALDER STANDARD 036"BOX 0 ARBUTUS HYBRID 'MARINA' MARINA STRAWBERRY TREE; MULTI-TRUNK @ 24'BOX .3 CtRCIS OCCIDENTALIS WESTERN REDBUD MUL Tl-TRUNK 072"BOX 0 ARAUCARIA ARAUCANA MONKEY PUZZLE TREE: STANDARD /'~ \ + ) 48" BOX 0 E:RIOBOTRYA JAPONICA LOQUAT STANDARD ~o48"BOX .3 FICUS RUBIGINOSA 'FLORIDA' NO COMMON NAME LOW BRANCH a 24"/.36" BOX 2 MAGNOLIA GRANDIFLORA "ST. MARY' MAGNOLIA LOW BRANCH 0 24'/36' BOX 17 PLATANUS RACEMOSA SYCAMORE: LOW BRANCH 0 .36"BOX 0 PODOCARPUS HE:NKE:LII LONG-LEAFED YELLOW WOOD LOW BRANCH 0 24"BOX 7 POPULUS NIGRA 'ITALICA' LOMBARDY POPLAR STANDARD 0 24"/.36" BOX 0 ,O"f"'"'°' 3 QUERCUS AGRIFOLIA COAST LIVE OAK LOW BRANCH/MULTI-TRUNK 12 QUERCUS VIRGINIANA SOUTHERN uvi; OAK STANDARD 0 48"BOX 0 TABEBUIA CHRYSOTRICHA GOLDEN TRUMPET TREE STANDARD PALMS AND CYCADS SYMBOL SIZE QUANTITY BOTANICAL NAME COMMON NAME: REMARKS 48' (6' B.T.H.) 0 BUTIA CAPITATA PINDOPALM SINGLE TRUNK 16' B.T.H. 0 PHOENIX CANARltNSIS CANARY ISLAND DAT!; PALM SINGLEc TRUNK 'II-.35 (5' B.T.H.) 0 ZAMIA FURFURAC(;A NO COMMON NAME: MULTI TRUNK VINE/ESPALIER/COLUMN LEGEND SYMBOL SIZE QUANTITY BOTANICAL NAME: COMMON NAME CD 15 GAL 0 CALLIANDRA HAEcMATOCE:PHALA PINK POWDER PUFF G) 15 GAL 0 CAMELLIA JAPONICA "' CAMEcLLIA G) 15 GAL 0 DISTICTIS BUCCINATORIA BLOOD-REcD TRUMPET VINE . G) 15 GAL 0 DISTICTIS 'RIVeRS' ROYAL TRUMPETVINE G) 15 GAL 0 SOLANDRA MAXIMA CUP-OF-GOLD VIN!; 0 24" BOX 0 LIGUSTRUM JAPONICA NOTES, 1. ALL PLANT MATG:RIAL DESIGNATED WITH(++) SHALL BE PLANTED WITH THE CACTUS AND SUCCULtNT BACK FILL MIX (SeE PLANTING SPeCIFICATIONS) 2. ALL PLANT MATERIAL DESIGNATED WITH('") SHALL BE PLANTED WITH THE ACID LOVING PLANT BACK FILL MIX (SEE PLANTING SPECIFICATIONS) .3. ALL PHOENIX CANARleNSIS AND ARCHONTOPHOeNIX CUNNINGHAMIANA SHALL BE INSTALLED WITH A SUMP DRAIN PER DeTAIL E SHEET 31. ELANT QUANT/Tie$ PLANT QUANTITleS SHOWN ARe i=OR THE CONVeNIENCe oi: CONTRACTOR. CONTRACTOR TO CONi=IRM ALL QUANTITli,S ON THI, SHi,eTS. REMARKS ESPALIER ESPALIEcR STAKED STAKtD STAKED 11 AS BU I L T 11 0 10 20 40 rn APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA-----EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~ 1----+---t----------------+---t----t---t----, ~ Pl.ANNING DEPARTMENT ~ ~L=A:::N:;DS:::C=A'.,.:PE::::::IMP::::::::R:;OV::E:::ME:::N::T=P:::L=AN=S::::::FO=R=:=====::'...':==~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL LA COSTA GRf;f;NS CLUB DWN BY: DATE INITIAL CHKO BY: __ _ CITY APPROVAL RVWD BY: PROJECT NO, PUD 02-llA DRAWING NO, 419-SL l'0 I a. L_ ______________________________________________ ____::c;:,;:___~-----------------------'------------------------------------------~ I I I I I I I I ;: I I I ..... PROJ~CT MAP SHEoT 4 4' ~() ~ INTt;:GRATION ~ iiiiiiii -DESIGN STUDIO LANDSCAPe ARCHIHCTS 616 South Wlllcwsprlna Drive Enclnll!u, CA 92024.4103 t 760.633.IJ056 f 760,6;5~.00,H www.l NTEGRATlO N •DESIGN.com Project............... 04,002 PLAN DAT• 7 Mey 04 ht SubmlHal RliVISIONS 2 Sept 04 2nd Submittal 1,; 911(,""' f1 ...,,._ ~ SYMBOL SIZE QUANTITY 0 24"/36" BOX 3 036"BOX 0 ~ 24"BOX 7 f't--.._,,_o 72" BOX 0 \ + ) 48" BOX 0 ,____>0 48" BOX 0 • 24"/36" BOX 0 4 0 36"BOX 0 0 24'BOX 2 BOTANICAL NAME COMMON NAME ALNUS tlHOMBIFOLIA WHIT!; ALDtR ARBUTUS HYBRID 'MARINA' MARINA STRAWBERRY TREE CERCIS OCCIDENT ALIS WESTERN REDBUD ARAUCARIA ARAUCANA MONKeY PUZZLE TREE ERIOBOTRYA JAPONICA LOQUAT FICUS RUBIGINOSA 'FLORIDA' NO COMMON NAME MAGNOLIA GRANDI FLORA 'ST. MARY' MAGNOLIA PLATANUS RACEMOSA SYCAMORE REMARKS STANDARD MULTI-TRUNK MULTI-TRUNK STANDARD STANDARD LOW BRANCH LOW BRANCH LOW BRANCH LONG-LEAFED YELLOW WOOD LOW BRANCIH STANDARD 0 24"/36" BOX 5 0 ,..,,,. ,o, 0 PODOCARPUS HeNKeLII POPULUS NIGRA 'ITALICA' QUeRCUS AGRIFOLIA QUeRCUS VIRGINIANA TABeBUIA CHRYSOTRICHA LOMBARDY POPLAR COAST LIVE; OAK SOUTIHE:RN LIVE OAK GOLDEN TRUMPET TREE LOW BRANCH/MULTI-TRUNK STANDARD 0 48'BOX 0 PALMS AND CYCADS SYMBOL SIZE; QUANTITY BOTANICAL NAMe COMMON NAME: ¥ 48" (6' B.T.H.) 0 BUTIA CAPITATA PINDOPALM 16' B.T.H. 0 PHOENIX CANARIENSIS CANARY ISLAND DATE PALM =If. 35 (5' B.T.H.) 0 ZAMIA FURFURACtA NO COMMON NAME VIN~/~SPALl~R/COLUMN L~G~ND SYMBOL SIZE QUANTITY BOTANICAL NAME COMMON NAME CD 15GAL 0 CALLIAN DRA HAE:MA TOCePHALA PINK POWDtR PUFF @ 15 GAL 0 CAMELLIA JAPONICA "" CAME:LLIA G) 15GAL 0 DISTICTIS BUCCINATORIA BLOOD-RED TRUMPET VINe G) 15GAL 0 DISTICTIS 'RIVERS' ROYAL TRUMPET VINE G) 15GAL 0 SOLANDRA MAXIMA CUP-OF-GOLD VINE 0 24"BOX 0 LIGUSTRUM JAPONICA NOTeS, 1. ALL PLANT MA Te RIAL DESIGNATED WITH(++) SHALL BE PLANTED WITH THE CACTUS AND SUCCULENT BACK FILL MIX (SeE PLANTING SPECIFICATIONS) 2. ALL PLANT MATERIAL DESIGNATED WITH("*) SHALL BE PLANTED WITH TIHE ACID LOVING PLANT BACK FILL MIX (SeE PLANTING SPECIFICATIONS) 3. ALL PHOENIX CANARIENSIS AND ARCHONTOPHOeNIX CUNNINGIHAMIANA SHALL BE INSTALLED WITH A SUMP DRAIN P[R D[TAIL £ SH£eT 31. PLANT QUANTITl•S PLANT QUANTITloS SHOWN AR• FOR TH• CONVoNll,NCo OF CONTRACTOR. CONTRACTOR TO CONFIRM ALL QUANTITIES ON THI, SHl':ETS. STANDARD REMARKS SINGLE TRUNK SINGLE TRUNK MULTI TRUNK REMARKS ESPALIER E:SPALIE:R STAKE:D STAKeD STAKED "AS BUILT" DATE rn APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA ____ EXP----- REVIEWED BY: 0 10 20 40 INSPECTOR DATE l---+--+----------+---+---+---+---I I S2HE5ET I CITY OF CARLSBAD PLANNING DEPARTMENT :=='....:::::========::::::::'...-==='. SHEETS 31 LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA GREENS CLUB APPROVE l2rZ-'t-c# DATE f----t---l.-L+-----------------+-"-AT-E-tcclN=ITcclccAL-+---c-nA"'TEc--,ccl=NlccTl,-.,A,-1L OWN BY: ---1 PROJECT NO, DATE IN f!A " " CHKD BY=---1 PUD 02 llA ENGINEER OF WORK REV] S] ON DES CR I PT I ON OTHER APPROVAL CITY APPROVAL RVWD BY: " DRAWING NO, 419-SL 's::t ' 0. 1-L---------------------------------------------------------------~--------------------------~-----------------------------------------------------'...J 'I 0 c5 0: <fl 0. j / / Cactus and Succulents ~YMBOL ~IZE QUANTITY AB 3 GAL@ 12" 0.C. 76 AN 5 GAL@ 30" O.C. AA 5GAL 64 co 5 GAL@ 18" O.C. 24 ec 1 GAL @ 12" 0.C, Ee 1 GAL@ 10' 0.C. 52 KT 5 GAL@ 15" 0.C. 12 p 5 GAL@ 18" O.C. SM 1 GAL@ 12" O.C. / / 60T/>,Nlc;:AL NAME AEONIUM ARBOReUM AGAVE ATTENUATA 'NOVA'++ AGAVE ATTENUATA 'NOVA'++ CRASSULA ARGeNT~A ECHEVeRIA CRENUl,ATA++ •CHl,Vl,RIA eLl,GA~S 'Hl,N AND ClalCKS' KALAN CHOE TI-NRSfr:LORA PORTULACARIA AFRA SENECIO MANDRAL\SCAE 'BLIJE CHALK STICKS' AMBER LANE 0 0 0 c;:Qt::\MQbJ t:Jilt::\E NO COMMON NAMe NO COMMON NAMJ; NO COMMON NAMJ; JADE PLANT ,, ' . NO COMMON NAMe HEN AND CHICKS NO COMMON NAMe ELEPHANT'S FOOD NO COMMON NAME =- PROJ[;:CT MAP LG G IW F~217.5 INTE;GRATION ~ iii.ii iii DESIGN STUDIO LANDSCAPo ARCHIHCTS 616 Sou1h Will,:woprlng Drive l;::nclnllH, CA 92024,410~ I 760,633.0056 I no.on,ooe7 www.l NH G RATION•DES IGN.com Project .............. . 04.002 p L A N 7 May 04 R Ii V 2 S1tpt 04 1'506:-... s D A SHRUB L~G~ND Shrubs, Perennials, and Annuals KM!:!QL Sliao AM 5GAL AQ 1 GAL@ 18" O.C. oh 3GAL AW 1 GAL@ 18' O.C. AF 5GAL A 5GAL AR 5GAL BG 1 GAL@ 15" 0.C, BS SGAL BC 5 GAL @ 42" O.C. BCJ 5 GAL@ 4' 0.C. RL RL BH 10" POTS @ 18" O.C. BD 5 GAL@4' O.C, CH 5/15 GAL 50/50 CW 1 GAL @ 12' O.C, SB 5GAL C SGAL CT 1 GAL@ 24" O.C. cs 1 GAL@ 24" O.C. CM 5 GAL@ 15" O.C. CD 5GAL CF 5GAL EK 1 GAL@ 18" 0.C, EC 5/15 GAL 50/50 GL 1 GAL @ 24" 0.C. gl 5GAL HH 1 GAL @ 24" O.C. H 5GAL HA 5GAL IW 1 GAL@ 18" 0.C. ID l GAL @ 24" O.C. KU 5 GAL@ 36" 0,C. K 5GAL LN 5GAL LN LL 5 GAL@ 42" O.C. LG 5GAL@24"0.C. MS 5 GAL@ 30" O.C. B MS 5GAL ~i':1:--j B ML 1 GAL @ 36" O,C. MR I GAL@ 30" O.C. N 5GAL B OJ 1 GAL@6" O.C. N B PD SGAL RU 5GAL Ri 1 GAL@ 6' O.C. RO 1 GAL RI 5 GAL @ 36" O.C. RW 5 GAL@ 30" O.C. RL l GAL@ 36' O.C. RL l GAL RT 5 GAL@ 4' O,C, ( SC 1 GAL @ 4' O.C. SP 1 GAL @4' 0.C. ~ SU 5 GAL@ 24" O.C. Sa 5GAL SA 1GAL@24' s 5GAL SR 5GAL TJ 5 GAL@ 18' O.C. WF SGAL ZA l GAL@ 30" O.C. ZA SGAL PLANT QUANTITIES PLANT QUANTITleS SHOWN ARE FOR THE CONVENleNCE OF CONTRACTOR. CONTRACTOR TO CONFIRM ALL QUANTITleS ON THE SHEETS. m 0 5 10 20 T Ii QUAt:lTIT:( 10 6 51 10 36 74 2 113 5 125 74 56 44 18 44 12 27 19 17 11 65 10 42 19 20 65 87 64 62 41 96 115 12 22 74 39 48 19 77 57 35 27 ~QI/lt:Jl(;AI. t:JAME c;:Qt:1t:1Qt:J t:JIIME ACANTHUS MOLLIS NO COMMON• NAME AGAPANTHUS AFRICAN US 'QUEeN ANNI,' LILY-OF-THE-NILE ALSTROE;ME;RIA HYBRIDS (WHITE, PINK AND RJ;D) NO COMMON NAMJ; ANEMONE HYBRIDS X 'WHIRLWIND''" WINDFLOWER ANIGOZANTHOS FLA VI DUS 'REGAL CLAW'++ KANGAROO PAW ANIGOZANTHOS FLAVIDUS 'REGAL CLAW'++ KANGAROO PAW AZALEA' AZALEA BERGEN IA CRASSIFOLIA WINTER BLOOMING BGRGl,NIA BleCHNUM 'SILVER QUEEN' NO COMMON NAME BOUGAINVILLEA 'CRIMSON JEWEL' BOUGAINVILLIEA BOUGAINVILLEA 'CRIMSON JEWEL' BOUGAINVILLIEA BROMELLIAD HYBRIDS NO COMMON NAME BUDDLEIA DAVIDII BUTTERFLY BUSH CALI.IANDRA 1-<AEMATOCEPHALA PINK POWDrn! PUFF CAMeLLIA SASANQUA 'WHITE DOVES' SUN CAMGLLIA CAMPANULA POSCHARSKYANA SERBIAN Boll FLOWER CANNA HYBRIDS (YeLLOW) '" NO COMMON NAMe CAR[X TUMULICOLA BERK[l[Y SEDGE CISTUS SALVIFOLIUS SAGELEAF ROCKROSE CLIVIAMINIATA NO COMMON NAME CYPERUS PAPYRUS PAPYRUS CYRTOMIUM FALCATUM JAPANESE HOILLY FERN EIRIGERON KARVINSKIANUS SANTA BARBARA DAISY E·RIOBOTRYA D[FLeXA 'COPPeRTONE' BRONZE; LOQUAT GA URA LINDH[IM[RI 'WHIRLING BUTTeRFLleS' NO COMMON NAM[ GAU RA LINDHEIMERI 'WHIRLING BUTTeRFLIES' NO COMMON NAME HEMEROCALLIS HYBRIDS 'LEMON DIP' DAYLILY HeMEROCALLIS HYBRIDS 'LEMON DIP' DAYLILY HHEROMELeS ARBUTI FOLIA TOYON IMPA TleNS WALLERANA 'PINK' IMPATleNS IRIS DOUGLASIANA IRIS KNIPHOFIA UYARIA RED HOT POKER KNIPHOFIA UVARIA RED HOT POKER LAURUS NOBILIS SWeeTBAY l[ONOTIS LEONURUS LION'S TAIL LIRIOPE 'GIGANTEA' LILY TURF MICROLEPIA STRIGOSA LACE FERN MICROL[PIA STRIGOSA LACE FERN MULENBERGIA LINDHEIMERI LINDHGIMER'S MUHL Y MlJLENBeRGIA RIG[NS DeERGRASS NANDINA DOMESTICA 'MOON BAY' HEAVeNL Y BAMBOO OPHIOPOGEN JAPONICUS MONDO GRASS PHORMIUM TENAX 'DARK DELIGHT' FLAX RHAPHIOLEPIS UM BELLA TA MINOR NO COMMON NAME RHUS INTEGRIFOLIA LEMONADE BERRY RHUS OVA TA SUGAR BUSH ROSA 'IC.SeRG' WHITE ROSE ROSA 'WHITe CARPET' WHITE CARPET ROSG ROSMARINUS OFFICINALIS 'LOCKWOOD DE FORESr ROSEMARY ROSMARINUS OFFICINALIS 'LOCKWOOD DE FORESr ROSEMARY ROSMARINUS OFFICINALIS 'TUSCAN BLUE' ROS[MARY SALVIA CLEVELANDII 'ALLEN CHICKERING' CLEVELAND SAGE SALVIA 'PURPLE MAJESTY' NO COMMON NAMG SALVIA ULIGINOSA BOG SAGE SCHeFFLERA ARBORICOLA HAWAIIAN GLF SCHEFFLERA S[SLERIA AUTUMN ALIS AUTUMN MOOR GRASS S[SLERIA AUTUMNALIS AUTUMN MOOR GRASS STRELITZIA REGINAe BIRD OR PARADISE TRACHeLOSPERMUM JASMINOIDeS STAR JASMING WESTRINGIA FRUTICOSA COAST ROSEMARY ZANTED[SCHIA AETHIODICA '" CALLA LILY ZANTEDESCHIA AETHIOPICA "' CALLA LILY /I As Bu I LT 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA _____ [Xp, ___ _ REVIEWED BY: INSPECTOR DATE DATE 1st Submittal f---1---+-----------+--+----t---t---l I S2HE6ET I CITY OF CARLSBAD I SH3EElTS I ~=='...':::===:P:::LA:::N:::N:::l N:::G=O:::E:::P:::AR:::T:::M:::EN:::T===='...':::== LANDSCAPE IMPROVEMENT PLANS FOR: I 0 N s 2nd Submittal LA COSTA GR[;:[;:NS CLUB f111•1., '$ltl!> APPROVE IZ.-2.'t-Oc./ DATE DATE IN IT I AL DATE INITIAL DATE IN I Tl AL ENGINEER OF WORK REVl$l0N DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. PUD 02-llA DRAWING NO. 419-SL ..... I 0. V) L __________________________ _.:_ __________________________________ --'--------------------------------------....J - H BC BC ::.:: CJ'. R 0 S:: RLk-"~ LL 0 I- ~ :J R ..... R C T I I I I I I ' I ' H ' I I 1 • ~ PROJ!;CT MAP J R R ' PLANT QUANTITleS PLANT QUANTITleS SHOWN A Re FOR THE CONVeNIENCo OF CONTRACTOR. CONTRACTOR TO CONFIRM ALL QUANTITIES ON TH[ SHEtTS. Cactus and Succulents SYMISOL SIZE AB 3 GAL@ 12' O.C. AN 5 GAL @30" O.C. AA 5GAL ca 5 GAL @ 18" O.C. •c l GAL@ 12" O.C. EE l GAL @ 10' O.C. KT 5 GAL @ 15" O.C. p 5 GAL@ 18" O.C. SM 1 GAL@ 12" O.C. QUANTITY 17 67 76 29 40 70 BOTANICAL NAME AEONIUM ARBOREUM AGAVE A TTENUATA 'NOVA'++ AGAVE A TTENUATA 'NOVA'" CRASSULA ARGENTEA ECHEVERIA CRENULATA++ ECHEVERIA ELEGANS 'HEN AND CHICKS' KALANCHOE THYRSIFLORA PORTULACA RIA AFRA SENECIO MANDRALISCAE 'BLUE CHALK STICKS' PLAN DATE COMMONNAMfi NO COMMON NAME NO COMMON NAME NO COMMON NAMe JADE PLANT NO COMMON NAMe HEN AND Cl-llCKS NO COMMON NAME eLePHANT'S FOOD NO COMMON NAME 0 5 S~RUB LEGEND Shrubs, Perennials, and Annuals SYMBOL SIZE QUANTITY AM 5GAL AQ l GAL @ 18' O.C. 6 ah 3GAL AW l GAL@ 18" O.C, AF 5GAL A 5GAL 45 AR 5GAL DG l GAL@ 15" O.C. BS 5GAL BC 5 GAL@ 42" O.C. 18 BCJ 5 GAL @ 4' O.C. BH 10" POTS @ 18" O.C. BD 5 GAL @ 4' O.C. CH 5/15 GAL 50/50 27 cw 1 GAL@ 12" 0.C. SB 5GAL 7 C 5GAL CT 1 GAL@ 24' O.C. 51 cs l GAL@ 24" O.C. CM 5 GAL@ 15" O.C. CP 5GAL CF 5GAL 43 f:K l GAL@ 18" O.C. 120 EC 5/15 GAL 50/50 GL l GAL@ 24" O.C. 23 gl 5GAL 78 HH 1 GAL@ 24" O.C. 45 H 5GAL HA SGAL IW 1 GAL@ 18" O.C. ID 1 GAL@ 24' O.C. 52 KU 5 GAL@ 36" O.C. K SGAL 9 LN 5GAL LL 5 GAL@ 42" O.C. LG 5 GAL@ 24" 0.C. MS 5 GAL@ 30" O.C. MS 5GAL ML l GAL@ 36' O.C. 107 MR 1 GAL@ 30" O.C. N SGAL OJ I GAL@ 6' O.C. PD 5GAL RU 5GAL Ri l GAL @ 6' O.C. RO lGAL 17 RI 5 GAL @ 36' O.C. RW 5GAL@30"0.C. 31 RL I GAL@ 36" O.C. 29 RL lGAL RT 5 GAL@ 4' O.C. SC 1 GAL @ 4' 0.C. 22 SP 1 GAL@ 4' O.C. SU 5 GAL @ 24" O.C. Sa 5GAL 190 SA 1 GAL@24" s 5GAL 59 SR SGAL TJ 5 GAL@ 18' O.C. WF 5GAL ZA 1 GAL@ 30" 0,C. ZA 5GAL m 10 20 BOTANICAL NAME COMMONNAMG ACANTHUS MOLLIS NO COMMON NAME AGAPANTHUS AFRICANUS 'QUEt:N ANNli' LILY-OF-THt.-NILli ALSTROEMERIA HYBRIDS (WHITE, PINK AND RED) NO COMMON NAME ANEMONE HYBRIDS X 'WHIRLWIND'"' WIND ROWER ANIGOZANTHOS FLAVIDUS 'REGAL CLAW'++ KANGAROO PAW ANIGOZANTHOS FLAVIDUS 'REGAL CLAW'" KANGAROO PAW AZALEA' AZALEA BERGENIA CRASSIFOLIA WINTER BLOOMING BERGE NIA BLECHNUM 'SILVER QUEEN' NO COMMON NAME BOUGAINVILLEA 'CRIMSON JEWEL' BOUGAINVILLEA BOUGAINVILLEA 'CRIMSON JEWEL' BOUGAINVILLEA BROMeLLIAD HYBRIDS NO COMMON NAMli BUDDLlilA DAVIDII BUTTERFLY BUSH CALLIANDRA HAEMATOCEPHALA PINK POWDER PUFF CAMRLIA SASANQUA 'WHITE DOVtS' SUN CAMeLLIA CAMPANULA POSCHARSKYANA SERBIAN BELL FLOW.R CANNA HYBRIDS (YELLOW)••• NO COMMON NAME CAREX TUMULICOLA BERKELEY SEDGE CISTUS SALVIFOLIUS SAGELEAF l!OCKROSE CLIVIA MINIA TA NO COMMON NAME CYPeRUS PAPYRUS PAPYRUS CYRTOMIUM FALCATUM JAPANliSE HOLLY FliRN ERIGERON KARVINSKIANUS SANTA BARBARA DAISY ERIOBOTRYA DEFLEXA 'COPPERTON!;' BRONZE LOQUAT GAURA LINDHEIMERI 'WHIRLING BUTTERFLIES' NO COMMON NAME GAURA LINDHEIMERI 'WHIRLING BUTTERl=LIES' NO COMMON NAME HEMEROCALLIS HYBRIDS 'LEMON DIP' DAY LILY HEMEROCALLIS HYBRIDS 'Lf:MON DIP' DAYLILY HETEROMELES ARBUTIFOLIA TOYON IMPATIENS WALLERANA 'PINK' IMPATlliNS IRIS DOUGLASIANA IRIS KNIPHOFIA UVARIA RED HOT POKeR KNIPHOFIA UVARIA RED HOT POKER LAURUS NOBILIS SWEET BAY LEONOTIS LEONURUS LION'S TAIL LIRIOPE 'GIGANTEA' LILY TURF MICROLEPIA STRIGOSA LACE FERN MICROLEPIA STRIGOSA LACe FERN MULENBERGIA LINDHEIMERI LINDHEIMER'S MUHLY MULENBERGIA RIGENS DEER GRASS NANDINA DOMESTICA 'MOON BAY' HeAVENL Y BAMBOO OPHIOPOGEN JAPONICUS MONDO GR"ASS PHORMIUM TENAX 'DARK DELIGHT' FLAX RHAPHIOLEPIS UMBeLLATA MINOR NO COMMON NAME RHUS INTEGlllFOLIA LEMONADE BERRY RHUSOVATA SUGAR BUSH ROSA 'ICEBERG' WHITE ROSE ROSA 'WHITE CARPET' WHITE CARPET ROSE ROSMARINUS OFFICINALIS 'LOCKWOOD DE FOREST' ROSEMARY ROSMARINUS OFFICINALIS 'LOCKWOOD DE FOREST' ROSEMARY ROSMARINUS OFFICINALIS 'TUSCAN BLUt' SALVIA CL£VELANDll 'ALLEN CHICKERING' SALVIA 'PURPLE MAJESTY' SALVIA ULIGINOSA SCHeFRERA ARBORICOLA SESLER IA AUTUMNALIS SESLER IA AUTUMNALIS STRELITZIA REGINAE TRACHELOSPERMUM JASMINOIDoS WESTRINGIA FRUTICOSA ZANTeDESCHIA AETHIOPICA '" ZANTeDESCHIA AtTHIOPICA "' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ROSEMARY CLf:VELAND SAGE NO COMMON NAMe BOG SAGE HAWAIIAN ELF SCHEFFLERA AUTUMN MOOR GRASS AUTUMN MOOR GRASS BIRD OR PARADIS• STAR JASMINE COAST ROSEMARY CALLA LILY CALLA LILY 11 AS BU I L T 11 RLA EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE INTE;GRATION ~ iiiiiiiiii 7 May 04 1st Submtttal ~ CITY OF' CARLSBAD ~ f---+--+--------------------1----1------l---l----l Lill PLANNING DEPARTMENT ~ :==:-===============--=~ D[SIGN STUDIO LANDSCAP6 ARCHITECTS 616 South Wlllow5prlng Drl~e ~nclnltu, CA 92024.4103 t H0,633,0056 f 71>0,63J,OOB7 www.lNT£GRA TlON-DE:.SIGN,com Project ............ ,.. 04.002 REVISIONS 2. Sept 04 2nd Submittal If, 1#£. o4 fll""'• ~I.IS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE IN I Tl AL OTHER APPROVAL DATE INITIAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: LA COST A GR~~NS CLUB APPROVED I 2r 2/1-ocl ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO, CHKD BY: __ _ RVWD BY: PUD 02-llA 419-SL N I 0.. L------------------------------------------------------------------------------------'-------------------------------------------------1~ - Cactus and Succulents SYMBOL SIZo QUAt,ITIT)'. eQillbll!:llL t::lllt,lo !'.:;Qt,jt,jQtJ t,!AM!a AB 3 GAL@ 12" O.C. 107 AeONIUM ARBOReUM NO COMMON NAMe AN 5GAL@30"0.C. AGAVe ATTeNUATA 'NOVA'++ NO COMMON NAMe AA 5GAL 17 AGA V[ ATTENUATA 'NOVA'++ NO COMMON NAME ca 5 GAL@ 18" O.C. CRASSULA ARGeNTEA JADe PLANT ec 1 GAL @ 12' O.C. ECHEVERIA CRENULATA++ NO COMMON NAME EE 1 GAL@ 10" O,C. ECHEVERIA ELEGANS 'HEN AND CHICKS' HEN AND CHICKS KT 5 GAL@ 15' O.C, KALANCHOE THYRSIFLORA NO COMMON NAME p 5 GAL@ 18' O.C. PORTULACARIA AFRA ELEPHANT'S FOOD SM 1 GAL @ 12' O.C. SoNeCIO MANDRALISCAE 'BLUE CHALK STICKS' NO COMMON NAMe \ 0 -:: :::·.·.:: . .-,.·:.-: .. :,:,-·:.-.:::·· Ir'=~/::-:_:,:' RfACC ~ 01·=·· ., .. ...,•,.<:,:· t: .'. :·:· ':\ ,L .•.· r' •;".· r . • .. ,•,• :::J '··:·<;.:.•·•?<•• ::;:; . ::••.,:: := j-= PROJ~CT MAP C St~ cs INT~GRATION [.;.iiii.iiiiii DESIGN STUDIO LANDSCAPs ARCHITsCTS 616 South Willow!pring Drive l;_nr.lnihu, CA 92024.4103 t 760.633.0056 f 760.o!,3:!i.0067 www.l NTtG~ATION, DtSIGN,eu Project ... ,........... 04.002 S~RUB L[G(ND Shrubs, Perennials, and Annuals SYMBQ1. SllE QUAt,ITITY ~QTAt!IC!lL t!!lt1o !'.:;Qt,jt,jQtJ t!!lt1 ~ AM 5GAL ACANTHUS MOLLIS NO COMMON NAM[ AQ 1 GAL @ 18' O.C, AGAPANTHUS AFRICANUS 'QUEEN ANN•' ULY-01'-HlE-NILE oh 3GAL ALSTROEMtRIA HYBRIDS (WHITE, PINK AND RED) NO COMMON NAME AW 1 GAL @ 18' O,C, 62 AN[MONE HYBRIDS X 'WHIRLWIND' ... WINDr:LOW[R AF 5GAL ANIGOZANTHOS l'LAVIDUS 'REGAL CLAW'++ KANGAROO PAW A SGAL ANIGOZANTHOS l'LAVIDUS 'REGAL CLAW'++ KANGAROO PAW AR SGAL AZALEA' AZALEA BG 1 GAL @ 15" O.C. Bt::RGE:NIA CRASSll'OLIA WINTER BLOOMING BE:RGENIA BS 5GAL BLECHNUM 'SILVER QUEEN' NO COMMON NAME: BC 5 GAL@ 42' O.C. 77 BOUGAINVILLE:A 'CRIMSON JEWE:L' BOUGAINVILLEA BCJ 5GAL@4'0.C. 76 BOUGAINVILLEA 'CRIMSON JEWEL' BOUGAINVILLEA BH 10' POTS@ 18' O.C. BROMELLIAD HYBRIDS NO COMMON NAMt BD 5GAL@4'0.C. 46 BUDDLE:IA DAVIDII BUTTtRl'L Y BUSH CH 5/15 GAL 50/50 128 CALI.IANDRA HAtMATOCEPHALA PINK POWDER PUFI' cw l GAL@ 12'' O.C. CAMELLIA SASANQUA 'WHITE: DOVtS' SUN CAMELLIA SB 5GAL CAMPANULA POSCHARSKYANA StRBIAN BtLL FLOWER C 5GAL 273 CANNA HYBRIDS (YELLOW)"• NO COMMON NAMt CT l GAL@ 24" O.C. 525 CAREX TUMULICOLA BE:RKtleY SeDGt cs 1 GAL@ 24" O.C. CISTUS SALVIFOLIUS SAGeLeAF ROCKROSE: CM 5 GAL@ 15' O.C. CLIVIA MINIATA NO COMMON NAME CP 5GAL CYPERUS PAPYRUS PAPYRUS CF SGAL CYRTOMIUM FALCATUM JAPANESE HOLLY FERN EK 1 GAL@ 18' O.C. 16 ERIGERON KARVINSKIANUS SANTA BARBARA DAISY E:C 5/15 GAL 50/50 331 ERIOBOTRVA DEFLEXA 'COPPE:RTONE' BRONZo LOQUAT GL 1 GAL @ 24" O.C. GAU RA LINDHEIMERI 'WHIRLING BUTTERFLIES' NO COMMON NAME gl 5GAL 531 GAU RA LINDHEIMERI 'WHIRLING BUTTERFLIES' NO COMMON NAME HH 1 GAL @ 24' O.C. Hi::MrnOCALLIS HYBRIDS 'Ll':MON DIP' DAYLILY H 5GAL 47 HEMtROCALLIS HYBRIDS 'LE:MON DIP' DAYLILY HA 5GAL 145 HETEROMELES ARBUTIFOLIA TOVON IW 1 GAL@ 18' 0.C. 59 IMPA TltNS WALLl':RANA 'PINK' IMPATIENS ID 1 GAL@24"0.C, IRIS DOUGLASIANA IRIS KU 5 GAL@ 36" O.C. 29 KNIPHOFIA UV ARIA RED HOT POKER K 5GAL 118 KNIPHOFIA UV ARIA RED HOT POKER LN 5GAL LAURUS NOBILIS SWEET BAY LL 5 GAL@42"0,C. 72 LEONOTIS LEONURUS LION'S TAIL LG 5 GAL@24"0.C. LIRIOPE: 'GIGANTEA' LILY TURF MS 5 GAL @ 30" O.C. 144 MICROLEPIA STRIGOSA LACE: FE:RN MS 5GAL 224 MICROLEPIA STRIGOSA LACE FERN ML 1 GAL @ 36" O.C. MULENBERGIA LINDHEIMERI LINDI-IEIMER'S MUHLY MR 1 GAL@ 30" O.C. MULENBERGIA RIGE:NS DEER GRASS N 5GAL 125 NANDINA DOMESTICA 'MOON BAY' HEAVENLY BAMBOO OJ 1 GAL@ 6" O.C. OPHIOPOGEN JAPONICUS MONDO GRASS PD 5GAL 30 PHORMIUM TENAX 'DARK D1':LIGHT' FLAX RU 5GAL 33 RHAPHIOLEPIS UMBRLATA MINOR NO COMMON NAME RI 1 GAL@ 6' O.C. 65 RHUS INTE:GRIFOLIA LE:MONADE BERRY RO 1 GAL 43 RHUS OVA TA SUGAR BUSH RI 5 GAL@36' O.C. 336 ROSA 'ICEBERG' WHITEROS!i RW 5 GAL @ 30' O.C. 5 ROSA 'WHITE CARPET' WHITE CARPH ROSE RL 1 GAL @ 36' O.C. 68 ROSMARINUS OFFICINALIS 'LOCKWOOD DE FOREST' ROSEMARY RL 1 GAL 28 ROSMARIN US OFFICINALIS 'LOCKWOOD DE FOREST' ROSEMARY RT 5 GAL @ 4' O.C. 39 ROSMARIN US Ol'FICINALIS 'TUSCAN BLUE' ROSEMARY SC 1 GAL@ 4' O.C. 392 SALVIA CLEVELANDll 'ALLEN CHICKERING' CLEVoLAND SAGG SP 1 GAL @ 4' O.C. SALVIA 'PURPLE MAJESTY' NO COMMON NAME SU 5 GAL@ 24" O.C. 500 SALVIA ULIGINOSA BOGSAGo Sa 5GAL SCHEl'FLERA ARBORICOLA HAWAIIAN ELI' SCHE:l'FLE:RA SA 1 GAL@24" SE:SLtRIA AUTUMNALIS AUTUMN MOOR GRASS s 5GAL SE:SLERIA AUTUMNALIS AUTUMN MOOR GRASS SR 5GAL STRELITZIA REGINAE: BIRD OR PARADISE TJ 5 GAL@ 18' O.C. 27 TRACHELOSPE:RMUM JASMINOIDES STAR JASMINE WF 5GAL WESTRINGIA FRUTICOSA COAST ROSEMARY ZA 1 GAL@ 30" O.C. ZANTE:DE:SCHIA AE:THIOPICA "' CALLA LILY ZA 5GAL ZANTE:DESCHIA AETHIOPICA "' CALLA LILY PLANT QUANTITIES PLANT QUANTITIES SHOWN ARE FOR THo CONVENl[NCE OF CONTRACTOR. CONTRACTOR TO CONFIRM ALL QUANTITIES ON THE SHEETS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF' PLANTING AREAS PLAN DATE 7 Hay 0.4 1st Submittal REVISIONS 2nd Submittal fl>IM-',U& DATE RLA-----EXP. ___ _ REVIEWED BY: 0 10 20 40 INSPECTOR DATE 1--t---t-------------1--1-----i-----i---i [][] CIT~LAN?1~ o£br~~SBAD ~ ~L=A::N::D:::SC:::A:,P~E=l=M::::PR:::O::V::EM=E::N::T=P::L=A=NS~F=OR=,======-'==~ LA COST A GR[[NS CLUB APPROVED IZ:-Z'f-0'/ DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. PUD 02-llA DRAWi NG NO, 419-5L I./') I 0. V) L _______________________ .J_ _________ ---:-------------------------------L--------------------------------------....1 0 <( ~ V) a. :5 I I I I Oactus and Succulents SYMBOL SIZE AB 3 GAL@ 12" O.C. AN 5 GAL@ 30" O.C. AA 5GAL co 5 GAL@ 18' O.C, ec l GAL@ 12' O.C. •• l GAL@ 10" O.C . KT 5 GAL@ 15" O.C, p 5 GAL@ 18" O.C, SM l GAL@ 12' O.C. PLANT QUANTITleS QUANTITY BOTANICAL NAME AEONIUM ARBOREUM AGAVe. ATTENUATA 'NOVA'<+ AGAVE ATTeNUATA 'NOVA'++ CRASSULA ARG.:NTe.A eCHEVeRIA CRENULATA++ e.CHEV.RIA .:LEGANS 'H{;N AND CHICKS' KALANCHOE THYRSll'LORA PORTULACARIA AFRA SENECIO MANDRALISCAE 'SLUE CHALK STICKS' PLANT QUANTITle.S SHOWN ARE FOR THE CONVENIENCE OF CONTRACTOR. CONTRACTOR TO CONFIRM ALL QUANTITIES ON Tl-le. SHeeTS. COMMON NAM; NO COMMON NAME NO COMMON NAMe NO COMMON NAM{; JADE PLANT NO COMMON NAMe HEN AND CHICKS NO COMMON NAMG ELePHANT'S FOOD NO COMMON NAMe ..... , I J ... PROJ t;CT MAP INT~GRAT!ON ~ ----DES I G N STUDIO LANDSCAP• ARCHITECTS 616 Soulh Willowiprlng Drl~e !;neinHH, CA 92024.4103 t 760,633,D056 f 760.63J,0087 www, INTEGRAT!ON•DESIGN.com Project ........ ,,,.,,,. 04,002 PLAN DATE 7 May 04 1st Submittal REVISIONS 2nd Submittal fl-'$~ 0 10 20 S1-iRUB L~G~ND Shrubs, Perennials, and Annuals SYMBOL SIZE AM 5GAL AQ l GAL@ 18" O,C, oh 3GAL AW l GAL@ 18" O.C, AF 5GAL A 5GAL AR 5GAL BG l GAL@ 15" O,C, BS 5GAL BC 5 GAL@ 42' O.C. BCJ 5 GAL@ 4' O.C. BH 10' POTS@ 18" 0.C. SD 5 GAL @4' O.C. CH 5/15 GAL 50/50 cw l GAL@ 12" O.C, SB SGAL C SGAL CT l GAL@ 24' O.C. cs l GAL @ 24" O.C. CM 5 GAL @ 15' O.C. CP 5GAL CF SGAL EK l GAL@ 18" O.C. EC 5/15 GAL 50/50 GL l GAL @ 24" O.C. gl 5GAL HH l GAL @ 24" O.C. H SGAL HA SGAL IW l GAL@ 18" O.C. ID 1 GAL@ 24" O.C. KU 5GAL@36"0.C, K 5GAL LN SGAL LL 5 GAL@ 42" 0,C, LG 5GAL@24"0.C, MS 5 GAL@ 30" O.C. MS SGAL ML 1GAL@36"0.C. MR l GAL@30" O.C. N 5GAL OJ l GAL@ 6' 0.C, PD 5GAL RU SGAL Ri l GAL@ 6' O.C. RO l GAL RI 5 GAL@ 36' O.C. RW 5 GAL@ 30" O.C. RL l GAL @ 36" O,C, RL l GAL RT 5 GAL@ 4' O.C. SC l GAL@ 4' O.C. SP l GAL@ 4' O.C. SU 5 GAL@ 24" O.C, So SGAL SA l GAL@24" s SGAL SR 5GAL TJ 5 GAL@ 18" O.C. WF SGAL ZA l GAL @ 30" O.C. ZA SGAL 40 QUANTITY BOTANICAL NAME 42 295 40 20 65 21 11 10 35 139 64 35 746 54 ACANTHUS MOLLIS AGAPANTHUS AFRICANUS 'OUe.EN ANNE' ALSTROEMERIA HYBRIDS (WHITE, PINK AND RED) ANEMONE HYBRIDS X WHIRLWIND''" ANIGOZANTHOS FLAVIDUS 'R{;GAL CLAW'++ ANIGOZANTHOS FLAVIDUS 'RE:GAL CLAW'++ AZALEA' BE:RGE:NIA CRASSIFOLIA BLE:CHNUM 'SILVE:R QUE:[N' BOUGAINVILLE:A 'CRIMSON Jl:WGL' BOUGAINVILLE:A 'CRIMSON J[WE:L' BROME:LLIAD HYBRIDS BUDDLE:IA DAVIDII CALLIANDRA I-IA[MATOCE:PHALA CAMELLIA SASANQUA WHITE: DOV[S' CAM PAN ULA POSCI-IARSKYANA CAN NA HYBRIDS (YE:LLOW) "' CAR EX TUMULICOLA CISTUS SALVIFOLIUS CLIVIA MINIATA CYPERUS PAPYRUS CVRTOMIUM FALCATUM ERIGERON KARVINSKIANUS E:RIOBOTRYA DEFLEXA 'COPPeRTONE:' GAU RA LINDHEIMERI WHIRLING BUTTERFLIE:S' GAU RA LINDI-IEIME:RI WHIRLING BUTTE:RFLl{;S' HE:ME:ROCALLIS HYBRIDS 'L[MON DIP' HEMEROCALLIS HYBRIDS 'LEMON DIP' HH{;ROME:L{;S ARBUTIFOLIA IMPATl{;NS WALLERANA 'PINK' IRIS DOUGLASIANA KNIPHOFIA UVARIA KNIPHOFIA UVARIA LAURUS NOBILIS LEONOTIS LE:ONURUS LIRIOPE: 'GIGANT•A' MICROLEPIA STRIGOSA MICROLEPIA STRIGOSA MULoNB{;RGIA LINDHE:IME:RI MULE:NBERGIA RIGENS NAN DINA DOM{;STICA 'MOON DAY' OPHIOPOGE:N JAPONICUS PHORMIUM T{;NAX 'DARK DRIGHT' RHAPHIOLEPIS UMBELLA TA MINOR RHUS INT{;GRIJ'OLIA RHUS OVA TA ROSA 'ICEBeRG' ROSA WHIT[ CARP GT' ROSMARINUS OFFICINALIS 'LOCKWOOD DE: J'ORE:ST' ROSMARINUS OFFICINALIS 'LOCKWOOD DE FORE:ST' ROSMARINUS OJ:FICINALIS 'TUSCAN BLU[' SALVIA CLE:VE:LANDll 'ALL{;N CHICKE:RING' SALVIA 'PURPLE: MAJ{;STY' SALVIA ULIGINOSA SCHE:FFLERA ARBORICOLA S{;SLE:RIA AUTUMNALIS S[SL[RIA AUTUMNALIS STRELITZIA R{;GINA{; TRACHELOSPE:RMUM JASMINOIDE:S W{;STRINGIA FRUTICOSA ZANT[DESCHIA AETI-IIOPICA '" ZANTE:DE:SCI-IIA A{;TI-IIOPICA '" COMMON NAME NO COMMON NAME LILY-OF-THE-NILE NO COMMON NAME WINID FLOWoR KANGAROO PAW KANGAROO PAW AZAILEA WINT[R BLOOMING B[RGENIA NO COMMON NAM{; BOUGAINVILLEA BOUGAINVILLEA NO COMMON NAM!; BUTToRFL Y BUSH PINK POWDER PUFF SUN CAME:LLIA SERBIAN BELL J:LOW[R NO COMMON NAME: BE:RKE:LE:Y SEDGE: SAG[L[AF ROCKROSE NO COMMON NAM[ PAPYRUS JAPANESE HOLLY FERN SANTA BARBARA DAISY BRONZE LOQUAT NO COMMON NAMli NO COMMON NAME DAVLILV DAYLILY TOVON IMPATIENS IRIS RED HOT POKliR RED HOT POKE:!'! SWE:eTBAV LION'S TAIL LILY TURF LACE FeRN LACli J:E:RN LINDl-l{;IME:R'S MUHLY DE:E:RGRASS HEAVENLY BAMBOO MONDO GRASS FLAX NO COMMON NAME: LEMONADE BERRY SUG,AR BUSH WHITE ROS[ WHITE: CARPET ROSE: ROS[MARY ROSEMARY ROS,EMARY CL{;VE:LAND SAG{; NO COMMON NAM[ BOG SAG{; HAWAIIAN ELF SCHEFFLE:RA AUTILJMN MOOR GRASS AUTIUMN MOOR GRASS BIRD OR PARADISE; STAR JASMINE: COAST ROSEMARY CALLA LILY CALLA LILY "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA-----EXI', ___ _ REVIEWED BY: INSPECTOR DATE DATE l--+--+-----------+--t-----+--+----1 ~9 CITY OF CARLSBAD I SH3E[lTS I ~ PLANNING DEPARTMENT ~L=A::N::::D:::SC::::A:,,P:C:E =I=M::::PR:::O::V::::EM::::E::N::::T=P::L=A=NS::::::F::OR=:=====::::'...'::=~ LA COSTA GR~~NS CLUB APPROVED ASSISTANT PLANNING DIRECTOR DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. PUD 02-llA DRAWING NO, 419-SL ~ ' 0. 1/) L _________________________ _j__ ________________________________ .___ _________ __.JL---------------------------------------------1 -\D I U\ I' I SHRUB LEGEND Shrubs, Perennials, and Annuals SYMBOL SJZE AM SGAL AQ 1 ,GAL@ 18" 0.C. ah 3GAL AW IGAL@18"0.C. AF 5GAL A SGAL AR 5GAL BG 1 GAL@ 15" O.C. BS. SGAL BC s,GAL@42"0.C. . BCJ 5 GAL @ 4' O.C. BH 10' POTS@ 18" O.C. . BD 5GAL@4'0.C. CH 5/15 GAL 50/50 cwl 1GAL@l2"0.C. SB! SGAL C. SGAL CT 1 GAL@ 24" O.C. CS 1 GAL @ 24' O.C. CM 5 GAL@ 15' O.C. CP 5GAL CF . 5GAL EK 1 GAL @ 18" O.C. EC 5/15 GAL 50/50 GL · 1 GAL@ 24' O.C. gl SGAL HH 1 GAL@ 24' O.C. H SGAL · HA SGAL IW 1 GAL@ 18" O.C. ID 1 GAL@ 24' O.C. KU 5GAL@36'0.C. K SGAL LN 5GAL LL 5 GAL @42' O.C. LG 5GAL@24'0.C. MS 5 GAL @ 30' O.C. MS SGAL ML 1GAL@36"0.C. MR 1 GAL @30' O.C. N 5GAL OJ l GAL@ 6' O.C. PD 5GAL RU 5GAL Ri 1GAL@6'0.C. -RO lGAL RI 5 GAL@ 36' O.C. RW 5 GAL@ 30" O.C. RL 1 GAL@ 36" O.C. RL 1 GAL· RT 5 GAL@ 4' O.C. SC 1 GAL@4'0.C. SP 1 GAL @l 4' O.C. SU 5GAL@24'0.C. Sa SA s SGAL 1 GAL@ 24" SGAL SR 5GAL TJ 5GAL@18"0.C. WF SGAL ZA. 1GAL@30'0.C •. ZA 5GAL QUANTJD' BOTANICAL NAME ACANTHUS MOLLIS AGAPANTHUS AFRICANUS 'QUEEN ANNE' ALSTROEMERIA HYBRIDS (WHITE, PINK ANID RED) ANEMONE HYBRIDS X 'WHIRLWIND'"' ANIGOZANTHOS !=LAVI DUS 'REGAL CLAW"++ ANIGOZANTHOS FLA VIDUS 'REGAL CLAW"++ AZALEA' BERGENIA CRASSIFOLIA BLECHNUM 'SILVER QUEEN' BOUGAINVILLEA 'CRIMSON JEWEL' BOUGAINVILLEA 'CRIMSON JEWEL' BROMELLIAD HYBRIDS BUDDLEIA DAVIDII CALLIANDRA HAEMATOCEPHALA CAMELLIA SASANQUA 'WHITE DOVES' CAMPANULA POSCHARSKVANA CAN NA HYBRIDS (YELLOW)'" CAREX TUMULICOLA CISTUS SALVIFOLIUS CLIVIA MINIATA CYPERUS PAPYRUS CYRTOMIUM FALCATUM ERIGERON KARVINSKIANUS ERIOBOTRYA DeFLEXA 'COPPERTONE' GAU RA LINDHEIMERI 'WHIRLING BUTTERFLIES' GAU RA LINDHEIMERI 'WHIRLING BUTTERFLIES' HEMEROCALLIS HYBRIDS 'LEMON DIP' HEMEROCALLIS HYBRIDS 'LEMON DIP' HETEROMeLES ARBUTIFOLIA IMPATIENS WALLERANA 'PINK' IRIS DOUGLASIANA KNIPHOFIA UVARIA KNIPHOFIA UVARIA LAURUS NOBILIS LEONOTIS u;:oNURUS LIRIOPE 'GIGANTEA' MICROU;PIA STRIGOSA MICROLEPIA STRIGOSA MULENBERGIA LINDHEIMERI MULENBERGIA RIGENS NANDINA DOMESTICA 'MOON BAY' OPHIOPOGEN JAPONICUS PHORMIUM TtNAX 'DARK DELIGHT'· RHAPHIOLEPIS UMBELLATA MINOR RHUS INTtGRIFOLIA RHUS OVATA ROSA 'ICEBE;RG' ROSA 'WHITE CARPET' ROSMARIN US OFFICINALIS 'LOCKWOOD DE; FOREST' ROSMARIN US OFi:ICINALIS 'LOCKWOOD OE; FOREST' ROSMARINUS OFFICINALIS TUSCAN BLUG' SALVIA CLEVELANDll 'ALLEN CHICKERING' SALVIA 'PURPLE MAJE;STY' SAL VIA U LIGI NOSA SCH oFFLERA ARBORICOLA SESLERIA AUTUMNALIS SESLERIA AUTUMNALIS STRoLITZIA REGINAE TRACHELOSPERMUM JASMINOIDES WESTRINGIA FRUTICOSA ZANTE;DE;SCHIA AETHIOPICA '" ZANTEDESCHIA AETHIOPICA '" Cactus and Succulents SYMBOL SIZE AB 3 GAL@ 12" O.C. AN 5 GAL@ 30" O.C. AA 5GAL ca 5 GAL@lS' O.C. ec 1 GAL@ 12" O.C. EE 1 GAL@ 10' O.C. KT 5 _GAL@ 15" O.C. p· 5 GAL@ 18' O.C. SM 1 GAL @ 12" O.C. QUANTITY BOTANICAL NAMi .. AEONIUM ARBOREUM AGAVE ATTeNUATA 'NOVA'++ AGAVE A TTENUAT A 'NOVA'++ CRASSULA ARGENToA ECHoVoRIA CRENULATA++ ECHoVoRIA oLEGANS 'HoN AND CHICKS' KALANCHOE THVRSIFLORA PORTULACARIA AFRA SENECIO MANDRALISCAE 'BLUE CHALK STICKS' COMMON NAME . NO COMMON NAME Lil Y-OF-THE-NILE NO COMMON NAME WINDFLOWER KANGAROO PAW KANGAROO PAW AZALEA WINTER BLOOMING BERGoNIA NO COMMON NAME BOUGAINVILLEA BOUGAINVILLEA NO COMMON NAME BUTTERFLY BUSH PINK POWDER PUFF SUN CAMoLLIA SERBIAN BELL FLOWER NO COMMON NAME BERKELEY SEDGE SAGELEAF ROCKROSE NO COMMON NAMo PAPYRUS JAPANoSo HOLLY FERN SANTA BARBARA DAISY BRONZE LOQUAT NO COMMON NAME NO COMMON NAME DAYLILY DAYLILY TOYON IMPATloNS IRIS RED HOT POKER RoD HOT POKER SWEETBAV LION'S TAIL LILY TURF LACE FERN LACE FERN LINDHEIMER'S MUHLY DEER GRASS HEAVENLY BAMBOO MONDO GRASS FLAX NO COMMON NAMo LEMONADE BERRY SUGAR BUSH WHITE ROSE; WHITE CARPET ROSE ROSEMARY ROSEMARY ROSEMARY CLEVELAND SAGI; NO COMMON NAME BOG SAGE HAWAIIAN ELF SCHEFFLERA AUTUMN MOOR GRASS AUTUMN MOOR GRASS BIRD OR PARADISE STAR JASMINE COAST ROSoMARY CALLA LILY CALLA LILY COMMON NAME NO COMMON NAME NO COMMON NAME . NO COMMON NAME JADE PLANT NO COMMON NAME HoN AND CHICKS NO COMMON NAME ELoPHANT'S FOOD NO COMMON NAME TREE LEGEND SYMBOL SIZE QUANTITY ear ANICAL NAME 0, 24"/36" BOX I ALNUS RHOMBIFOLIA 036"BOX ARBUTUS HYBRID 'MARINA' @ . 24"BOX CERCIS OCClbENTALIS D72"BOX ARAUCARIA ARAUCANA () 48"BOX ERIOBOTRY A JAPONICA 048"BOX FICUS RUBIGINOSA 'FLORIDA' a 24"/36" BOX MAGNOLIA GRANDI FLORA 'ST. MARY' 0 24"/36" BOX PLAT ANUS RACEMOSA COMMON NAME WHITE ALDER MARINA STRAWBERRY TRE;E WESTERN REDBUD MONKEY PUZZLE TREE LOQUAT NO COMMON NAME MAGNOLIA SYCAMORE REMARKS STANDARD MUL Tl-TRUNK MUL Tl-TRUNK STANDARD STANDARD LOW BRANCH LOW BRANCH LOW BRANCH SLOPE PLANTING REQUIREMENTS SLOPES REQUIRING f;:ROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS, STANDARD "1 · COVER CROP/JUTE MESH COVER CROP SHALL BE A SEED MIX TYPICALLY MAD[; UP OF QUICK GERMINATING AND FASll' COVER I NG GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. TH[; COYER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE90% COVJ;RAGe WITHIN 30 DAYS. TYPE OF JUTE MESH SHALL Be APPROVeD BY THE CITY AND STAKED TO THE SLOPE AS RE:COMMENDED BY THE MANUFACTURER. 0 36"BOX PODOCARPUS HENKELII LONG-LEAFED YELLOW WOOD LOW BRANCH JUTE: MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE REMAINDoROFTHE YEAR, THo COV.R CROP AND/OR JUT£= MESH MAY BE USfD. 0 24"BOX POPU LUS N IGRA 'IT ALICA' LOMBARDY POPLAR 0 24"/36" BOX QUERCUS AGRIFOLIA COAST LIVE OAK 0 36"/48" BOX QUERCUS VIRGINIANA SOUTHERN LIVE OAK 0 48"BOX TABEBUIA CHIRYSOTRICHA GOLDEN TRUMPET TREE PALMS AND CYCADS SYMBOL SIZE QUANTITY BOTANICAL NAME COMMON NAME ¥. 48" (6' B.T.H.) BUTIA CAPIT ATA PINDO PALM 16' B.T.H. PHOENIX CANARleNSIS CANARY ISLAND DA TE PALM * 35 (5' B.T.H.) ZAMIA FURFURACEA NO COMMON NAME VIN!;/!;SPALIER/COLUMN L!;Gi;ND . SYMBOL SIZE QUANTITY BOTANICAL NAME COMMONNAMt 0 15GAL CALUANDRA HAEMATOCEPHALA PINK POWDeR PUFF 0 15GAL CAMELLIA JAPONICA "" CAMELLIA G) 15 GAL DISTICTIS BUCCINATORIA BLOOD-RED TRUMPET VINE G) 15GAL DISTICTIS 'RIVERS' ROYAL TRUMPET VINE G) 15 GAL SOLANDRA MAXIMA CUP-OF-GOLD VINE 0 24'80X LIGUSTRUM JAPONICA NOTES, 1. ALL PLANT MATERIAL DESIGNATED WITH(++) SHALL BE PLANTED WITH THG CACTUS AND SUCCULENT BACK FILL MIX(SEE PLANTING SPECIFICATIONS) 2. ALL PLANT MATERIAL DESIGNATED WITH("') SHALL BE PLANTED WITH THf; ACID LOVING PLANT BACKFILL MIX(SEE PLANTING SPoCIFICATIONS) 3. ALL PHOENIX CANARIENSIS AND ARCHONTOPHOENIX CUNNINGHAMIANA SHALL BE: INSTALLED WITH A SUMP DRAIN PER DETAIL E SHEET 31. JNTE:GRATION ~iiiiiiii-D Ec SIGN STUDIO LANDSCAPE: ARCHIHCTS 016 South WiUowsprlng Drive t'.ncinilu, CA 92024.4103 t ?60,633.00?,6 f H0.6::5J.OOe7 www, I NT ~GR:A TI ON-DE: SIG N,eom Project ......... ,..... 04.002 STANDARD LOW BRANCH/MULTI-TRUNK STANDARD STANDARD REMARKS SINGLE TRUNK SINGLE; TRUNK MULTI TRUNK REMARKS tSPALIER ESPALIER STAKED STAKED STAKED PLAN DATE STANDARD •2 · GROUND COVfR ON.: HUNDRED PERCtNT OF THE AReA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLeNT SOIL BINDING CHARACTJ;RISTICS (PLANTJ;D FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDo FULL COVERAGE WITHIN ONE YEAR). STANDARD •3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM MINIMUM OF 2 3/4" LINERS) SHALL cov.:R A MINIMUM OF 70% OF THo SLOPE FACe AT MATURE: SIZe. STANDARD •4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGe SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAIINERS) AT A MINIMUM RAT£= OF ONE PLANT PER 200 SQUARE FGET. APPLICATION SLOPES 3 FEET OR LE:SS IN VE:RTICAL HEIGHT AND ARE A ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE: AT MINIMUM STANDARD •1. SLOPES 4 FEET TO 8 FEET IN VERTICAL HEIGHT RJ;QUIR.: STANDARDS •1, "2, AND •3. / SLOPES IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS •1. •2, •3, AND ••t APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RLA EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE 7 May 04 1st Submlttol ~ CITY OF CARLSBAD ~ 1---t---1----------------t--+-----,f--+---l ~ PLANNING OEPARTt.£NT ~ ;:L::A:::N:;::OSC:C:::AP~E;::;:IMP=R==ov==E:::ME==N==T=P;::L=AN::S~FOC:R=,:=====:::.!==~ REVISIONS 2nd Subm!ttal Ft.fAL .,,_ DATE INITIAL ENGlt£ER OF WORK REVISION DESCRIPTION DATE INITIAL DAIE INITIAL OTHER APPROVAL CI TY APPROVAL LA COST A GREENS RECREATION CENTER APPROVEDij ,~.ll ASSISTANT PLANNING DIRECTOR /Z:-2ft-o-/ DATE OWN BY: I CHKD BY: ___ , RVWO BY: . PROJECT NO, I DRAWING NO. u:, 0. -------------------------------------------------------------------------------------------------------------------------------------J...J 2 !I -L. 7 1-,ffi. -- ~TIT;;;ill;;; 7;;,II!- II] SECTION LEGEND [iJ LODGE POLE ST AKE (SEE PLANTING SPECIFICATIONS). PLACE AT OUTSIDE 1,DGEOFROOTBALL TOPOFSTAKE SHALL NOT i,XTEND INTO CROWN OF TREE II] BLACK PLASTIC CINCH-TIES WITH NE TWIST NAIL TO STAKES W/ GALVINIZED ROOFING NAIL. WRAP LOOSEL V TO TRE• [fil LAYER OF MULCH (SEE PLANTING SPECIFICATIONS FOR Di,PTH) Ki,i,P MULCH 3' AWAY FORM BASE OF TREES 5 GAL AND SMALLl,R, 6' AWAY FROM BASE OF TREES 15 GAL AND LARGER II] ROOTBALL (S" PLANS FOR CONTAINER SIZE) rn FERTILIZER TABLnS Pi,R SPECIFICATIONS II] AMi,NDoD BACKFILL [zj PLACE ROOTBALL ON NATIVE SUBGRADE II] WIDTH EQUALS TWICE THE CONTAINER DIAMETER @ KEEP CROWN l'. 2' ABOVE FINISH GRADE lj§] WATER BASIN (6' HEIGHT) (ill FINISH GRADE • IMAGINARY LINE BETWEEN STAKES & TREI, SHALL BE PARALLEL TO PREVAILING WIND DIRECTION -!~-T2 t_t_ST_A_K_IN_G_(_,__D_O_U_BL_E_,__) --@ 8 SE;CTION SECTION/ELEVATION UJ tl UJ UJ (/l 0. (/l (/l !:!.! (!) Cl. z ~!::; 0. 2 LEGEND DJ FINISH SURFACI, II] DRAIN GUARD LAYER, 2% MIN. SLOPE [fil WASHED PLASTER OR CONCRETE SAND -WET SAND TO SETTLE rn 3" DIA. DRAIN GRATE, TOP OF GRATE TO BE 2" ABOVE FINISH GRADE. NOTTO BE USED AS SURFACE DRAINAGE. rn 12' MIN.GRAVEL LAYER II] 3' DIA. ADS PERFORATED PIPE AROUND BASE OF ROOTBALL ALL PERFORATED PIPES WILL BE WRAPPED W/ DRAINGUARD. SLOPE PIPE AT 2%. III POINT OF CONNECTION WITH SOLID PIPE II] 6" HANCOR SOLID WALL PIPE, SDR-38 LATERAL DRAIN LINE. SEE CIVIL ENGINEER'S GRADING PLAN FOR P.O.C. W/ STORM DRAIN. 3 L.GEND III GALVANIZED EVE BOLT. BOLT INTO WALL (TI WALLBEYOND [fil 12 GAUGE WIRE • SECURE TO EYE BOLT. (II FINISH GRADE 4 [fil VINE ROOT BALL II] SOIL ~ -!-TTN_E_A_TT_A_C_I-I_M_E_NT ____ CD . III RUBBER GARDEN HOSE II] 12 GA. GALV. WIRE (NOT TO BE SPLICED) 3/8' OR 5/16' O.D. X /062 WT. POLYETHELENE TUBING BY WARD MANUFACTURING(714) 631-5055 [fil KEliP CROWN l' -2' ABOVE FINISH GRADE (II LAYt;R OF MULCH (St;E PLANTING SPECIFICATIONS FOR DEPTH) KEEP MULCH3'AWAY FORM BASE OF TREES 5 GAL. AND SMALLER, 6' AWAY FROM BASE OF TREES 15 GAL. AND LARGER [II ROOTBALL, SE• PLAN FOR CONTAINER SIZE II] FERTILIZER PACKETS PER SPlaCIFICATIONS ··1- III 2· X-4' x 3•.o· LONG RWD. DEA OMEN i,il,l-l.:;;;_-l 8 II] AMENDED BACKFILL Tl· ;$;Ill"' I ... ·--m~ -'fll=ffl'-n1-rr -TT .. .::;: -~1 ; t..LTI1L1 lj§] SECTION III WIDTH EQUALS TWICE THE CONTAINER DIAMETf;R lj§] PLACE ROOTBALL ON NATIVE SUBGRADE (ill WATER BASIN (6' Hf;IGHT) @) FINISH GRADE ! --~-uvt_t_G_U_Y_IN_G ______ @ TRIANGULAR PLANT SPACING CHART # OF PLANTS• SF/("D') X 'A" SPACING'D' ROW'A' •OF PLANTS DISTANC• DISTANCE PER S.F. BETWEEN BETWEEN TRIANGULAR PLANTS ROWS SPACING 6'O.C. 5.2O'O.C. 4.6154 e·o.c. 6.93'O.C. 2.5974 10·O.c. 8.66"O,C. 1.6628 12'O.C. lOAO'O.C. 1.15:58 15'O.C. 13.O0'O.C, 0.7385 18" o.c 15.60'0.C. 0.5128 24"O.C. 2O.80'0.C. 0.2885 3O"O.C. 26,OO"0.C. 0.1846 36"O.C. 30.OO'O.C. 0.1333 42"O.C. 36.'Sl'O.C. 0.0943 4'0.C. 3.46'O.C. 0.0723 s·o.c. 4.33' o.c. 0.0462 6'0.C. 5.20'O.C. 0,0321 8'0.C. 6.95'O.C. 0.0180 1O'O,C. 8.66'O,C. 0.0115 12'O.C. lOAO'O.C. 0.0080 15'O.C. 13.O0'O.C. 0.0051 20'0.C. 17.3O'0.C. 0.0029 25'O.C. 21.65'0.C. 0.0018 30'O.C. 26.OO'O.C. 0.0013 ~ -B~-PA R_U_B_P_LA_N_T_S_PA_C_t ____ ® ~l\OSCAP~ ~u~~~~:;v'2> .., ... INTEGRATION r.i iiiiiiii iii Dl:SIGN STUDIO i LANDSCAPE ARCHITECTS 616 South Willowsprlng Drive E;neinitas, CA 92024.,4103 l 760.633.0056 f 760.633,0087 www.lNTE;GRATION-DE;SIGN.com 2 3 4 SE;CTION '-ffi-,.XIT=lllc.. fcclflc.!f ~ II] SECTION DJ FINISH GRAD, II] WATER BASIN I]] AMENDED BACKFILL MIX AS REQUIRED BJ PLACE ROOTBALL ON NATIVE GRADE rn ROOT BALL, SEE PLAN FOR CONTAINER SIZE II] MULCH IF REQUIRED, SEE PLANTING SPECIFICATIONS (z] CURB OR PAVING II] FERTILIZER TABS, SEE PLANTING INSTRUCTIONS III ROOT BARRIER w / GRAVliL BACKFILL, SEE PLANTING SPECIFICATIONS. ROOT BARRIER SHALL BE LOCATED PARALLEL TO ALL PAVING SURFACES Ii§! AMENDED BACKFILL MIX [ij] WIDTH EQUALS TWICE THE CONTAINER DIAMETER LEGEND DJ SHRUB· SEE PLANTING LEGEND II] KEEP CROWN 1' ABOVE FINISH GRADE m LA YER OF MULCH (SEE PLANTING SPECIFICATIONS FOR DEPTH) KEEP MULCH 3' AWAY FROM BASE OF SHRUBS 5 GAL. & SMALLER II] FINISH GRADE rn AMENDED BACKFILL II] FERTILIZER PACKETS (SEE PLANTING SPECIFICATIONS) III PLACE ROOTBALL ON NATIVE SUBGRADE (SEE PLANTING SPECIFICATIONS) [!j WIDTH EQUALS TWICE THE CONTAINER SIZE 02' MIN. FOR LINERS) III CONTAINER DEPTH 02' MIN, FOR LINERS) ~ -8~-LT R_U_B_P_LA_N_T_IN_G ____ @ P L A N 07 May04 D A T E 1st Submittal REVISIONS 2nd Submittel F•"""-51Ae> DATE INITIAL REVISION ! DESCRIPTION ENGINEER OF" W0R i III ELEVATION III PALMATE PALM Ll,GEND DJ BROWN TRUNK HEIGHT (B.T.H,) II] FINISH GRADI. [fil SKINNEDTRUNK BJ DIAMONDCUTTRUNK PINNATE PALM PALM B.T.1-1. MtASURtMtNT @ -------D PAL-BTH II] ---.:r t-cc'i'r . - III SECTION III ORIGINAL GRADE (TI SHRUB· SEE PLANTING LEGliNC [fil LAYER OF MULCH (SEE PLANTING SPtCIFICATIONS FOR DI.PTH) KEEP MULCH3' AWAY FROM BASE OJ: SHRUBS 5 GAL AND SMALLER (II AMENDED BACKFILL [II FERTILIZER TABS (SEE PLANTING SPECIJ:ICATIONS) II] PLACE ROOTBALL ON NATIVE SUBGRADE (SEE PLANTING SPECIFICATIONS) (z] WIDTH EQUALS TWICE THE CONTAINER SIZE 02' MIN. FOR LINERS) m CONTAINER DEPTH 02' MIN. FOR LINERS) s_SHB~-LP R_u_s_sL_o_P_t_P_LA_N_r_1 N_G __ ® "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~ CITY OF CARLSBAD I 53r5 I . PLANNING DEPARTMENT lANOSCAPE IMPROVEMENT PLANS: LA COST A GRttNS Ri;CR!;:ATION C!;:NTtR APPR0VEC ~ /~zct-0'/ ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PUD 02-llA OTHER APPROVAL CITY APPROVAL RVWD BY: 419-SL -.0 ' Project ............... ,................... 04.002 Q. L---------------------------------------------------------------------------------------------......J------------------------------------.1...J Z:\2004 P R O J E C T S\04.002 LC Greens Recreation Center\Orow1ng File:1\Plons\PDETS.dwg\ShMt Nome LP-6 -Oct 06, 2004 -!:l:06pm -