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HomeMy WebLinkAboutDWG 406-3M; PUD 02-12B; LA COSTA GREEN TENNIS FACILITY; 01-27L A C 0 s T A G R N s T~NNIS l=ACILITY MORROW DEV~LOPM~NT G E N E R A L THE FOLLOWING GENERAL NOTES ARE PROVIDED BY THE LANDSCAPE ARCHITECT TO GIVE DIRECTIONS TO THE CONTRACTOR. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY Will NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. THE CONTRACTOR SHALL VERIFY WITH THE OWNER'S REPRESENTATIVE THAT PLANS ARE CURRENT AND APPROVED. 2. WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD. 3. OMIT 4. THESE PLANS ARE BASED ON GRADING PLANS BY HUNSAKER ASSOCIATES 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 WITH THE REPORT'S RECOMMENDATIONS AS THEY RELATE TO HIS WORK. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND REQUIRED PERMITS AND PAY ALL RELATED FEES AND/OR TAXES REQUIRED TO INSTALL THE WORK ON THESE PLANS. 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. SELECTION OF PLANT MATJ;RIALS F. IRRIGATION G. PLANTING H. APPROVAL TO BEGIN ESTAULISHMENT 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 OBSE~VATIONS ARE CALLED FOR AND IT'S FOUND THAT THE WORK IS NOT SIGNIFICANTLY READY UPON OBSERVATION OR THE APPOINTMENT IS NOT KEPT. TIME WILL BE CHARGED ON AN HOURLY BASIS, PLUS TRANSPORTATION, FOOD AND LODGING COSTS, AT THE CURRENT HOURLY RATE FOR THE PERSONNEL PROVIDING THE OBSERVATIONS. LANDSCAP~ IMPROV~MENT PLANS 9. THE CONTRACTOR SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY THE STATE IN WHICH THE WORK TAKES PLACE. 10. OMIT 19. THIS FIRM DOES NOT PRACTICE. OR CONSULT IN THE FIJ;LD OF SAFETY ENGINEERING. THIS FIRM DOES NOT DIRECT THE CONTRACTOR'S OPERATIONS AND IS NOT RESPONSIBLE FOR THE SAFETY OF PERSONNEL OTHER THAN OUR OWN ON SIT~. THE SAFHY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHOULD I NOTIFY THE OWNER IF HE OR S!-JE CONSIDERS ANY OF THE V I C I N I T y ROAD CITY OF ENCINITAS M A p ..--r PROJECT .---SITE \\ CITY OF SAN MARCOS L 0 C i DOVE LANE ESTRJ;LLA DE MAR ROAD A T I r- 7 ALGA ROAD SDG&E EASEMENT 0 N M A p MASTl:R TENTATIVE MAP BOUNDARY ALICANTE ROAD ..... t-~SCAP~ ~ fl\ ..., OF CAI.IT DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR 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. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED 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. INTEGRATION DESIGN STUDIO 5411 AVENI DA ENCINAS, SUITE 270 CARLSBAD, CA 92008 BY:_~_1--W-_•---_· _ ~1 LARRY SHEEHAN RLA 3180 -EXP 31 DEC 05 p R 0 J ~ C T M INTEGRATION p L A N D A c.Jiiiiiiiiii] 15DecO4 DESIGN STUDIO A p T E Bid Set .. ,.,, ':J <( () - 7 11. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING THE WORK AND SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER, LANDSCAPE ARCHITECT, GOVERNING AGENCIES AND OTHER TRADES. 12. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY ERRORS, 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 A PART OF THE CONTRACT WITH THE PROJECT OWNER AND PRIOR TO BEGINNING WORK, TO ACCOMMODATE ADDITIONS AND/OR DELETIONS OF MATERIAL AND LABOR. 14. DETERMINATION OF "EQUAL' SUBSTITUTIONS SHALL BE MADE ONLY BY THELANDSCAPE ARCHITECT. 15. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF ANY SITE OBSERVATIONS OR MEETINGS. 16. SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT DURING ANY PHASE OF THIS PROJECT DOES NOT RELIEVE THE CONTRACTOR OF HIS PRIMARY RESPONSIBILITY TO PERFORM ALL WORK IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND GOVERNING CODES. Rf..V/f:.WW: SHEET Sheet Number 1 2 3 thru 5 6 thru 11 12 thru 14 15 16 thru 17 18 19 20thru 22 23 thru 25 26 27 RECOMMENDED ACTIONS PRESENTED HEREIN TO BE UNSAFE. 20. THIS PROJECT CONTAINS 76,120 S.F. OF LANDSCAPE AREA. ALL LANDSCAPED AREA WILL BE PRIVATELY/PUBLICALLY MAINTAINED. 21. A SEPARATE GRADING PERMIT WILL BE REQUIRED FOR ALL HARDSCAPE ' IMPROVEMENTS. HARDSCAPE IMPROVEMENTS ARE NOT PART OF THIS PERMIT. 22. REFERENCE DOCUMENTS, UNLESS OTHERWISE NOTED OR SPECIFIED, THE WORK SHALL BE DONE IN ACCORDANCE WITH THE FOi.LOWiNG REFERENCE DOCUMENTS WHICH ARE ON FILE IN THE OFFICE OF THE CITY CLERK OR OFFICE OF THE STATE ARCHITECT, I 1. 'STANDARDSPECIFICATl01s FOR PUBLIC WORKS CONSTRUCTION", 1988 EDITION (DOCUMENT ~O. 769709) · 2. CITY OF CARLSBAD LANDSCAPE MANUAL. 3. "AMERICANS WITH DISABILITIES ACT' 4. TITLE 24 HANDICAPPED CODE BEFORE EXCAVATION, VERIFY 1,"HE LOCATION OF UNDERGROUND UTILITIES. . DIGALERT (UNDERGROUND SER1VICES ALERT) 1 (800) 422-4133 INDEX Sheet Description Landscape Title Sheet -L T-1 Landscape Reclaimed Water Title Sheet LT-2 Landscape Construction Plans• LC-1 thru LC-3 Landscape Construction Details -LC-4 thru LC-9 Landscape Irrigation Plans -Ll-1 thru Ll-3 Landscape Irrigation Legend & Notes• Ll-4' Landscape Irrigation Details -· Ll-5 thru Ll-6 Not Used Landscape Irrigation Specific1c1tions -Ll-7 Landscape Tree Planting Plans -L TP-1 thru L TP-3 Landscape Shrub Planting Plans -LSP-1 thru LSP-3 Landscape Legend & Notes -,LP-7 Landscape Planting Details -LP-8 ")\S BUILT" 7.1405 DATE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ! RCE ____ ~XP. ___ _ DATE REVIEWED BY: INSPECTOR DATE R E V I s I 0 N s 29 Apro5 2nd Submittal 1----1---+------------+--t---t---t---tl sH~IT ILc_1_r_Y_o_F_c_A_R_L_s_sA_o~~ _ PLANNING DEPARTMENT ~ LANDSCAPE ARCHITECTS 27 June 05 Final Submittal 616 South Willowspring Drive Encinitas, CA 92024.4103 I 7 60.633.0056 f 760.633.0087 www.lNTEGRATION-DESIGN.com 1----+-----1-----------------,---,!-----t---t----J LANDSCAPE IMPROVEMENT PLANS: APPROVE[ LA COST A GRE;E;NS TE;NNIS l=ACILITY 9-Jo-Q, 1----+----+-----------------;----;----i----i-------, ~~A=S=Sl:::ST::A::N::::T :::P:=LA:::N:::N:::IN=,G~Dl:::RE':;'C::::TO::R=:=:::::::===:-~=--=--=--=-=-=DA_::T~E~ OWN BY•----1 PROJECT NO. DRAWING NO. DATE INIT!Al DATE INITIAL DATE INITIAL CHKD BY: ____ , P~.IJD 02-12(6) 406-3M ...- rnoiNErn or WoR REVISION DESCRIPTION OTHER APPROYAl CITY APPROVAL l!R~vw~o~BY,_._:====.J ~-------~ '------~ ' Project................................... 03.047 1--....J ------·------..1.-----------------------------------L-----------------------------------------------------------------------------------',..;:;-::~ t:•\21;0J 11 !j lj J r. C t ~'\OJ.IHI Lu C<1!1lU UPJU!lll !,;J!!l1l!l\U•m•l•1j fil.11\f'i,J11iJ\C1f•,llllL~\"IY\'.1htHll f·lurn'J :J!!f-1 -· /I.pi JO, :woo ~ 12:4~pm I GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATEI( DISTRICTS RULES AND REGULATIONS FOR CONSrnUCTION OF RECYCLED WATER MAINS DATED OCTOBER 1993. 2. DRINKING FOUNTAINS SHALL BE PROTECTED Ff10M SPRAY 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. o. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WArER DISTRICT. 7. ALL ON SITE PIPE SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 8.' THE IRRIGATION SYSTEM SHALL RUN BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERE;NT TIME WITH QUALIFIED SUPERVISION PERSONNEL ON SITE). 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVERALL 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 PHOHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER SPRAYING ON SIDEWALKS, STREETS ANO 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 CARLSBAD 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. 15. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH Tl IE STENCIL!NG ORIENTED TOWAl1D THF TOP OF THE THENCH. 16. WHEN POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FORA TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPERATION BETWEEN POTABLEWAERAND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINES MUST BE INSTALLED ABOVE THE RECYCLED LINE. 18. A MINIMUM OF 12 INCHES dF VERTICAL SEPERATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES, 19.'DEVELOPER / 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 ENVIROMENTAL HEAL TH PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTE~S SHALL CONFORM TO THE FOLLOWING: A. RECYCLED 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. HV100-RL-NP OR APPROVED EQUAL (SPIKES SHALL NOT BE INTERCHANGEABLE WITH POTABLE 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 HEALTH. 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. 23.' AN ON-SITE USER/ SUPERVISOR SHALL BE DESIGNATED IN WRITING, THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW / CROSS CONNECTION PROTECTION, AND Tl-IE 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 WATER MAINS ON IMPROVEMENT PLANS. 'ITEMS 8, 19 & 23 SHALL BE REQUIERED JUST 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 PERAWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 26. THERE SHALL OLA PHYSICAL SEPARATION BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY CONCRETE MOW STRIPS, CHAIN LINK FENCES. OR OTHER MEANS AS APPROVED BY THE WATEI{ 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 SlfE. SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE T.O BE P'ERMANENTL Y POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-112" x 11" SIZED SIGN. COLOR PURPLE BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATEr, USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE T.hE 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 MANNE!{ THAT. WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST. BE ADJUST.ED 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, (I.E. EMPLOYING THE 11EPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES Tl IAT WILL PF{OMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS T.O ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS ANO SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM T.O MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE 11EPAIRED 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. 16. OBTAIN PRIOR APPROVAL O FALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMIT.TED TO, AND APPROVED BY THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT. STANDARDS. J. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC 3" X4", PURPLE IN COLOR, WITH THE WORDS "WARNING -RECYCLED WATER -DO NOT. DRINK" IMPRINTEO ON ONE SIDE, AND "NO TOME EL AGUA" ON THE OT.HER SIDE. IMPRINTING SHALL BE PERMANENT. AND BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. ONE TAG SHALL BE ATTACHED T.O EACH VALVE AS FOLLOWS,; 1. ATTACH T.O VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH T.O SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OF, 3. AT.TAC! I TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT'SHALL BE IDENTIFIED WITH A SIGN GEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION IN ENGLISH AND SPAN ISi I, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSON EL UTILIZING THE EQUIPMENT. LA COSTA TENNIS FACILITY MORROW DEVELOPMENT Landscape Improvement Plans (Private) DECLARATION OJ='. RESPONSIBLE CHARGE I HERf□Y DECLARE THAT I AM THE ucrnsrn DESIGNER OF WORK J:OR Tl 11S PROJECT, TJ.-IAT I HAVE i;:xrnc!SbD R[SPONSl □U::: CHAPGf OVER THE DESIGN OF THE VilOJECT AS DEFINED IN SECTION 6703 OF T! u; BUSINESS AND P!l.0/.'.ESSlONS CODE, AND THAT THG DfSIGN IS CONSISTENT WITH CURRGNT STANDARDS. I UNDERSTAND TIIAT THE CHECK OF PllOJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND Tl IE SAN DIEGO COUNTY DEPARTMGNT or-ENVIRONMENTAL HJ;ALTH IS CONrns.l[D TO REVIEW ONLY AND DOES NOT flELIEVE ME, AS TH[ LIC[NSED DESIGNER OF WORK, or-MY R.!;SPONSIBIL!TlkS i-:oR PROJECT D[SIGN, THESE PLANS HAVE m;rn PREPARED IN SU8STANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, rmE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. lNTEGRAllON DESIGN STUDIO 5411 AVENI DA [NCINAS, SUIT[ 270 CAl1LS8AD, CA 92008 INSPECTION PROCEDURES CITY LANDSCAPE INSPECTOR: (760) 815-6708 1. CITY CONSTRUCTION INSPECT.ION SHALL INCLUDE: A. LOCATION OF PIPE LINES B. TRENCH DEPTHS C. REQUIREO SEPARATION (HORIZONTALLY AND VERTICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'S) c. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS G. WARNING SIGNS AT. THE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLFTI WATER IS USED FOR CONST.RUCTION) AN APPROVED LETTER REGARDING THE INSPECTION OF THE PROJECT. SHALL UE OBTAINED FROM THE CITY AND THE DISTRICT AND BE FORWARDED T.O THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEAc TH PRIOR T.O FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVEFU\GE TESTS, AFTER COMPLETION OF THE SPRINKLER SYSTEM, T.O DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE /\REA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WAT.ER 8. WARNING SIGNS AND LABELS C. QUICK COUPLING VALVES D. ALL ASPECTS OF THE IRRIGATION CONDIT.IONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING E. REQUIRED l"ROTECT.ION OF ALL RESIDENTIAL AREAS F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOlm,, ETC. G. CROSS-CONNECTION 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PARTS "A", "B" AND "G" OF TIIE DISTRICT FINAL INSPECTION BLACK LOGO I PU11PLE BACKGROUND 1" □LACK LETTERS 3611 (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER \ 12" X 36" SIZE 0.032 ALUMINUM, 0.060 ABS PLASTIC OR STICK-ON VINYL SIGNS WASH HANDS AFT.ER COiNTACTING AVESE SUS MANOS DESPUES DE USAR \_________ 1" BLACK LETTERS '--------2" BLACK LETTERS REQUIRED SIGNAGE FOR RECYCLED WATER USE AREAS: ALL USE AHEAS ACCESSIBLE TO THE PUBLIC SHALL BE POSTED WITH SIGNS (MINIMUM 2 PER METER) THAT ARE VISIBLE T.O THE PUBLIC RECYCLED WATER SIGN 18" (TYP.) (N.T.S.) In order to Conserve Water ... RECYCLED DO NOT DRINK WATER IN USE NO TOME EL AQUA WASH HANDS AFTER CONTACTING LAVE'.)[ SUS MANOS D[SPU[S DE USAR 18" X 18" SIZE -n~--:-->--U) /-f-: "' z co-· ~ 0.032 ALUMINUM, 0.060 ABS PLASTIC OR STICK-ON VINYL SIGNS INTEGRATION PLAN DATE R c.ii-.a -10 Dec 04 Bid Set NTS DE:S1<:;N STUDIO LANDSCAPE ARCHITECTS 616 South 'Willowspring Drive Encinitas, CA 92024.4103 t 760.r,■ n ?? f 760.t 0&) www.lNTE;;GRATlON-DE;;SIGNcom Project .................................. 03.047 REVIS ONS SITE PLAN 0 25 EB 50 100 INSTALL WITH 3111" STAINLESS STEEL BOLTS AT A RECYCLED WATER • co NOT CKINK MINIMUM OF TW'J LOCATIONS-LENGTH AS REQUIRED. IIF.,.. ,=lllll " lifiTcc st-='111:1 N USE 1" DIAMETER WASHER TO PROTECT SIGN. @ DEFORM ENDS OF BOLTS TO PREVENT EASY REMOVAL. / • 1-1/2" GALVANIZED STEEL .. . POST WITH THREADED CAP ON TOP OF POST. r1EQUIRED SIGNAGE FOR / RECYCLED WATER AREAS: ALL USE AREAS ACCESSIBLE TO THE PUBLIC SHALL BE POSTED ,. • lllil~lllil"c :• ~JlllleesllITil 11111~ ""i]il WITH SIGNS (MINIMUM 2 PER METER) THAT ARE VISIBLE TO THE PUOLIC IN A SIZE NO LESS THAN 4 INCHES HIGH DY 8 INCHES WIDE. j_ "'111111"' IBII j IRRIGATION LEGEND © RECYCLED WATER METER/ CONNECTION @ EXIS'l ING POTABLE WATER METER LOCATION (!] IRRIGATION CONTROLLER [Ij RECYCLED WATER SIGN LOCATION [i5l:j Dl11NKING FOUNTAIN ·~ FIRE HYDRANT ANO LATERAL LOCATION ---RECYCLED WATER MAINLINE ---POIABLEWATEKMAINLINE SAN DIEGO COIJNTY Department of Environmental 1 lealth Land Use Division ~?/2:'.. ( -, ~ -.--/'.1 .-:, GLEN LEEKS Dale CARLSBAD MUNICIPAL WATER DISTRICT APPROVED BY:/4 ,?,_//, __ ' /, r'..0/✓ . DATE: o-/o-os:-___ --------- ECYCLED WATER SIGN "AS BUILT" APPROV~:D J,'oR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. DATE LOCATION OF PLANTING REVIEWED BY: REVISIONS MUST BE APPROVED BY PUBLIC HEALTH AREAS ENGINEER. ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. INSPECTOR DATE ·-I SH~ET I CITY OF CARLSBAD ~ ------.. ., PLANNING DEPARTMENT . /W,!GAIION !MP/WV[MENT PLANS: LA COST A GRE:E:NS TENNIS FACILITY APPROVED J ~ -9-3)-0S- ASSISTANT PLANNING DIRECTOR DATE --OWN BY: PROJECT NO. DRAWING NO. DATE IN!Tli\L DATE INITIAL DATE INITIAL CHKD BY: CT.92-24 ENGINEER or \\ORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ___ 406-~M ~ _, ' \ I I ' i I ' I I I ' \~----I I'( -' ) I ' I ' I ' I ' I ' I ' I ' I ' I I ' I -, I ' I ' I ' I ' I ' I ' I ' I ' I ' I ' r-_J I c--' _j I -[ -,' -c-·,_) ''') i ' I ' I ' I ' I I ' I ' I ' I ' I ' I Cl <.( 0 O'. LI.I z 0 I- V) a _J 0 (!) • 'M Mi A MATCl-lLINE -SEE Sl-lEET 4 PA r~~ I/ c:", ,, I J r" ·, @ © \"., 'I Tl @] " ('\ .. ' '· ' ' -~ 16 0. ~ '9' 9l_ 15' PA 51-----< PA 25 26 @ © Ufllfl i± CT PM'fPiP MATCI-ILINE -SEE S1-IEET LI PA 26 25 PA 15' I III 'o --- 15' 1' LANDSCAPE ARCI--IITECTS 616 South W1llowspnng Dnve Encinitas, CA 92024 4103 I 760 633 0056 f 7 60 633 0087 www JNTEGRA rlON-DESJGN com 1 6' !=INISI-I SCHEDULE NOTES SYMBOL DESCRIP rJOi'I SYMBOL DESCRIPTION \'-- c-"I 16" 1-111----' 0. ~ i';j PA lo' PA @ @ © ® © © ® ® TURF -------'-' p= r@-H ,I - I I ' III !_J_ ,, -----1 I :I I :i_J-) .----- fill--18' i P-cc -------1. ,--- TURF l 0. ~ 'b [:::, INTEGRAL COLOR CONCRETE PAYING-DAVIS COLOR "PALOMINO" (3LBS #5447) WITH MEDIUM ACID WASH FINISH TENNIS COURT "FIELD" AREA-COLOR TO BE SELECTED BY LA TENNIS COUR r "PLAY" AREA -COLOR TO BE SELECTED BY LA POURED IN PLACE PLAYGROUND SURFACING BY SURFACE AMERICA COLOR TO BE BEIGE PLAY SAND MET AL BENCH WITI-I BACK -72" SCARBORO UGI-I BACKED BENCI-I, COLOR "GROTTO" AV Al LAB LE TH ROUGH LAWRENCE CASEY ASSOCIATES (818) 761-3143 DRINKING FOUNTAIN-HAWS MODEL"3380C AVAILABLE TI-IROUGl-1 SPECIFICATIONS SALES CO (909) 594-1180 fRASH RECEP r ACLE -SCARBOROUGH TOP OPENING TRASH RECEPTACLE WITH SAND PAN, COLOR "GROTTO" AVAILABLE THROUGH LAWRENCE CASEY ASSOCIATES (818) 761-3143 TYP 19 "" y vl vl / /) Tu :t. 0 ,J) 2 -0 UI \-Lil // F (/) Im-LU ( /140, z --J © :::r: (J IE! /..... ~ "'(" ~ ~ OJ m [I] Q] II] fII ill @] III I@ CONCRETE: PAVING-SEE DETAILA/SHT 6 HAND TOOLED JOINT· SEE DE I AIL C/SHT 6 EXPANSION JOIN r -SEE DETAIi B/SHT 6 WOOD TRELLIS AT EN fRY -SEE DETAIL 1-1/SHT 8 STUCCO WALL W/ BRICK CAP-SEE DETAIL G/SHT 6 CONCRETE STEPS W/ CHEEK WALL-SEE DETAIL B/SHT 7 STEEL HANDRAIL· SEE DETAIL C/SH r 7 tNTRY GATt. SEE DETAIL I/SI-IT 8 6' HT TUBE STEJ:::L FENCt • SEE IDt r AIL H/SHT 7 WOOD TRELLIS AT TENNI!, COURTS • SEt DETAIL 1-1/SHT 9 CONCRETE S rEPS AT TENNIS COURTS -St::E DETAIL H/SHT ·11 SEATWALL W/ BRICK CAP-SEE DETAIL F/~HT 6 rENNIS COURT· BY OTHERS ' METAL BENCH W / BACK· SEE DETAIL I/SI-IT 6 DRINKING FOUNTAIN -SEE DETAIL B/SHT 11 TRASH RtCtPT ACLE -SEE DET t\lL 1/S~IT 9 l17j BIKE RACK-SEE DETAIL 1/SHT 11 @ WOOD fRELLIS AT TOT LOT· SIEt Dt::TAIL G/SHT 10 lfil TOT LOT EDGING AND DRAIN-6.Gt · SEt DETAIL F/SHT 7 @J TOT LOT PAVING EDGE-~EE DETAIL D/SHT 7 @J LOW RETAINING WALL-SEE DE fAILH/SHT 6 j22j EXISTING SIDEWALK-BY OTl-ltRS j23j 6" CONCRETE MOW STRIP -SEE Dt::TAIL G/SHT 7 1241 TOT LOT EQUIPMENT-SEE, DtTAIL D/SHT 11 j2sl 10· Ht::IGHT CHAINLINK FENCE w; scREt::N CLOTH. BY Tt::NNIS COURT CONTRACTOR 1261 42" HtlGHT CHAINLINK FEN Ct· BY TENNIS COURT CONTRACfOR j27j STUCCO CHEJ:::K WALL W/ BRICK CAP 1281 METAL BENCH W /OUT BACK -~,E;E DETAIL I/SI-IT 7 CONSTRUCTION LEGEND SYMBOL DESCRIPTION CL Ct::NTJ:::RLINE CP CENTER POINT EQ EQUAL PA PLANTING AREA POB POINT OF BEGINNING !=INISH SCHEDULE CON'T PT POINT OF TANGENCY SYMBOL H 0 PA (j) IIIIQ/ld PLAN DATE 15 Dec 04 Bid Set REVIS ONS 29 Apr 05 2nd Subm1Udl 27 June 05 !=mal Submittal DESCRIPTION ME r AL BACKLESS BENCH -72" SCARBORO UGI-I BACKLESS BENCH, COLOR "GRO fTO" AVAILABLE THROUGH LAWRENCE CASEY ASSOC IA fES (818) 761-3143 IN fEGRAL COLOR MOW CURB· DAVIS COLOR "PALOMINO" (3LBS q5447) WI fH MEDIUM ACID WASH FINISH R RADIUS ,r-., ALIGN WlfH ADJACENT SURFACE 7 ALIGN PERPENDICULAR --------EXPANSION JOINT --EXPANSION JOINT W / S~ALANT SCORE JOINT NOTE ALL DIMENSIONS TO WALLS ARE FROM FACE OF WALL UNLJ:::SS OTHERWISE NOTED ,, )\S BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP LOCATION OF PLANTING REVIEWED BY AREAS INoPECTOR -· I SH~ET I CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IMPROVEMENT PLANS LA COST A GREENS T[NNIS !=ACILITY APPROVE! DATE DATE SHEE rs 27 ~ 9-3o-oS AoSISTANT PLANNING DIRECTOR DATE DWN BY PROJECT NO DRAWING NO DATE INITIAL DATE INITIAL DATE INlflAL CHKD BY ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL ClfY APPROVAL RVWD BY PUD 02-12(B) 406-3M , -~-·-·----------------------------------------------------------------·-----------------------------------------------------------------, \ \ \ ' PA \ \ \ \ \ I I ruRF \ -------- TU F / / I= !+iii -- / /~ ~ R' p k_/ FINISl-1 SCHEDULE SYMBOL DESCRIP flON / / ~ ~ .. . , I @ ® © @ © © / I / INTEGRAL COLOR CONCRETE PAVING -DAVIS COLOR "PALOMINO" (3LBS #5447) WITl-l MEDIUM ACID WASl-l FINISl-l TENNIS COUR r "FIELD" AREA -COLOR TO BE SELEC fED BY LA TENNIS COURT "PLAY" AREA-COLOR TO BE SELECTED BY LA POU11ED IN PLACE PLAYGROUND SURFACING BY SURFACE AMERICA COLOR TO BE BEIGE PLAY SAND MET AL BENCH WITH BACK -72" SCARBOROUGH BACKED BENCH, COLOR "GROTTO" AVAILABLE THROUGH LAWRJ:::NCE CASEY ASSOCIA fES (818) 761-3143 DRINKING FOUNTAIN -HAWS MODEL#3380G AVAILABLE THflOUGH SPECIFICATIONS SALES CO (909) 594-1180 ~ ½ 1/ 1/ [IJ " / ® (i) Q) TURF TRASH RECEPTACLE -SCARBOROUGH TOP OPENING TRASH RECEPfACLE WITH SAND PAN, COLOR "GROTTO" AVAILABLE THROUGH LAWRENCE CASEY ASSOCIATES (818) 761-3143 METAL BACKLESS BENCH -72" SCARBOROUGH BACKLESS BENCH, COLOR "GROTl O" AVAILABLE THROUGH LAWRENCE CASEY ASSOCIATES (818) 761-3143 INTEGRAL COLOR MOW CURB -DAVIS COLOR "PALOMINO" (3LBS #5447) WITH MEDIUM ACID WASH FINISH I I I I I I I I I I J ,1 I I I I I I I I I I I I I I I I I I I I I I ____ __J __ I i[ t_ 0 <( 0 a:: C)! C)I -1-..,.. '° I C\J, I I I I I I I I + I I I I I I I I I e:i I I.J.I ~i 1-l(') I I --------747£--------~ I I z C\J I <( I u / -I , 9' I I I I I I I I ! I I I I I I I I I I I 1 I I I I I -------:J-./-· I I -,,~------J., / I 1/ / I I I I I 'iffllllflll !!Ill ii flll-IIJillllij!Qi ffiilll'jllll!l . -' , <( I I I , I -, I , I , I , ......... NOTES SYMBOL DESCRIPTION OJ III [II GJ III ill [I] III m I@ [ill @] @] ~ @] ~ @] ~ ~ ~ @:I § § § § CONCRETE PAVING-SEE DEIAILA/SHT 6 HAND TOOLED JOINT -SEE DI: fAIL C/Sl-lT 6 EXPANSION JOIN r · SEE DETAIL B/SH r 6 WOOD TRELLIS AT ENTRY -SEE DETAIL ~1/SHT 8 STUCCO WALL W / BRICK CAP· SEE DETAIL G/SHT 6 CONCRETE STEPS W / CHEEK WALL -SEE DETAIL B/SHT 7 STEEL HANDRAIL -SEE DET All C/SHT 7 ENTRY GATE -SEE DETAIL 1/SHT 8 I 6' HT fUBE STEEL FENCE -SEE DETAIL H/SHT 7 WOOD l'RELLIS AT TENNIS COURTS -SEE DET Al L H/SHT 9 CONCRETE STEPS AT TENNIS COUR rs -SEE DETAIL 1-l/SHT 11 SEATWALL W/ BRICK CAP -SEE DETAIL F/SHT 6 TENNIS COURT -BY OTHERS METAL BENCH W / BACK -SEE DETAIL 1/SHT 6 DRINKING FOUNTAIN-SEE DETAIL B/SHT 11 TRASH RECEPTACLE-SEE DEfAIL 1/SHT 9 BIKE RACK -SEE DETAIL 1/SHT 11 WOOD TRELLIS AT roT LOT -SEE DETAIL G/SHT 10 TOT LOT EDGING AND DRAINAGE -SEE DETAIL F/SHT 7 TOT LOT PAVING EDGE-SEE DETAIL D/SHT 7 LOW RETAINING WALL-SEE DEfAIL H/SH r 6 EXISTING SIDEWALK-BY OT~ERS 6" CONCRETE MOW STRIP -Sl:E DETAIL G/SHT 7 TOT LOT EQUIPMENT-SEE DETAIL D/SHT 11 I 10' HEIGHT CHAIN LINK FENCE W / SCREEN CLO fl-I - BY TENNIS COURT CONTRACTOR 42" HEIGHT CHAINLINK FENCE -BY r!:NNIS COURT CONTRACTOR STUCCO Cl-lEEK WALL W / BRICK CAP METAL BENCH W/OUT BACK SEE DETAIL 1/SHT 7 CONSTRUCTION LE::GEND SYMBOL DESCRIPTION CL CENTERLINE CP CENTER POINT EQ EQUAL PA PLANTING AREA POB POINT OF BEGINNING PT POIN f OF TANGENCY R RADIUS -rv ALIGN WITl-l ADJACENT SURFACE -1 ALIGN PERPENDICULA!! --------EXPANSION JOINT --EXPANSION JOIN f W/ :,EALANT SCORE JOINT NOTE ALL DIMENSIONS TO WALLS ARE FROM FACE OF WALL UNLESS OTl-lERWISIE NOTED ,, )\S BUILT" APPROVED FOR PLANTING ~~SCAPt, ,:, ~ '& <t, _, -\ s I g II u re 31 ec 05 re..11-r<l <l to * OF cJ\\.I LANDSCAPE ARCHITECTS 6'16 South W1llowsprmg Dnve Encirutas, CA 92024 4!03 I 7 60 633 0056 I 760 63.5 0067 P L A N 15DecO4 Rl:VIS 29 /\pr 05 27 June 05 D A T E 0 N S ·2nd Subrrnctdl Fmal Submittal AND IRRIGA IION ONLY, INCLUDING PRECISE RCE EXP DATE LOCA IION OF PLAN IING REVIEWED BY AREAS INSPECTOR DATE I sH~Er I CITY OF CARLSBAD SHEHS PLANNING DEPARTMENT 27 LANDSCAPE IMPROVEMENT PLANS LA co~ TA GRE;E;NS TE;NNI~ !=ACILITY ~ APPROVED ~ . , q_.3:J-05' ASSISTANT PLANNING DIRECTOR DATE DWN BY PROJECT NO DRAWING NO DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY PUD 02-12(8) 406-3M ENGINEER OF WORI REVISION DESCRIPTION OrHER APPROVAL CITY APPROVAL RVWD BY r,..,,,_., rn wwwlNTEGRATION-DESIGNcom ~ 0 ·10 20 40 ProJed 03 047 (.) -------~·--------------------·-----------------------------------------------------------------------------------'_j l _,,, __ , __________________________________________________ , ________________ ·---------------------------------------------------------·-----------, II H ii444444 •EM l'ETI Iii!! llifllli/1141111 f C lid m * ~SCApi." CJ /'--",~ , ~ sl~dlure 31l dee 05 ena al Jatij -- OF CAl-1 / I / TURI: ~ 1/ I I I I I I I I I 1/ I I I I LANDSCAPE ARCHITECTS 6 16 South W1llowspnng Dnve Encm1tas, CA 92024 4103 t /6063300b6 I 7 60 633 0007 www INTEGRATION-DE;SJGN com i=INISI-I SCI-IE:DULE: NOTE:S SYMBOL DESCRIPTION SYMBOL DESCRIPTION @ ® © ® © ® @ ® (D (]) PLAI\I DAT[ 15 Dec 04 Bid ~et 29 Apr 05 2nd Subm1ttdl 17 June 05 Fmal Subrrnttal ' INTEGRAL COLOR CONCRETE PAVING-DAVIS COLOR "PALOMINO" (3LBS #5447) WITl-l MEDIUM ACID WASl-l FINISl-l TENN!'.> COURT "FIELD" ARl:A-COLOR ro Bl: S1:Ll:CTl:D BY LA fl:NNIS COURT "PLAY" AREA -COLOR TO BE SELECTED BY LA POURED IN PLACI: PLAYGROUND SURFACING BY SURFACE AMERICA COLOR TO BE BEIGE PLAY SAND METAL Bl:NCI-I WITl-l BACK -72" SCARBOROUGl-l BACKED BENCl-l, COLOR "GROTTO" AVAILABLI: TI-JROUGl-l LAWRENCE CASEY ASSOCIATES (818) 761-3143 DRINKING FOUNTAIN -HAWS MODEL#3380G AVAILABLE TI-JROUGI-I SPECIFICATIONS SALES CO (909) 594-1180 TRASH RECEPTACLE -SCARBOROUGl-l TOP OPENING TRASl-l RECEPTACLI: WITH SAND PAN, COLOR "GROTTO" AVAILABLE fl-lROUGI-I LAWRENCE CASEY ASSOCIATES (818) 761-3143 ME f AL BACKLESS BENCl-l -72" SCARBOROUGl-l BACKLESS BENCH, COLOR "GRO fTO" AVAILABLE TI-JROUGl-l LAWRENCE CASEY ASSOCIA fES (818) 761-3143 INTEGRAL COLOR MOW CURB -DAVIS COLOR "PALOMINO" (3LBS 115447) WITl-l MEDIUM ACID WASH FINISH III [I] Ill II] [I] III II] ill [I] ~ [fil [ill @] IE! @] ~ 10 [!fil ~ @] @I § ~ ~ ~ 8ZI ~ CONCRETE PAVING-SEE DETAIL A/SH f 6 HAND TOOLED JOINT -SEE D[TAIL C/SI-IT 6 1:XPANSION JOINT -SE[; D[;T AIL B/SI-JT 6 WOOD TR[;LLIS AT [;NTRY -SEE DETAIL H/SHT 8 STUCCO WALL W/ BRICK CAP-$[;[; DETAIL G/SI-IT 6 CONCR[;TE STEPS W / CHEEK WALL -si:;i:; DETAIL B/SHT 7 ST[;[;L HANDRAIL -S[;[; DETAIL C/SHT 7 ENTRY GA TE -S[;E DETAIL 1/SHT 8 6' 1-JT TUB[; STEEL FENC[; -SE[ DETAIL 1-l/SJ-JT 7 WOOD TR[;LLIS AT TENNIS COURTS -S[;E DE f AIL 1-l/SHT 9 CONCR[;TE STEPS AT TENNIS COURTS -SEE DETAIL 1-I/SHT 11 SEATWALL W/ BRICK CAP -SEE D[;TAIL F/SHT 6 TENNIS COURT -BY OTI-JERS METAL BENCH W/ BACK-SEE D[;TAIL 1/SHT 6 DRINKING FOUNTAIN-SEE DFfAIL B/SHT 11 TRASH RECEPTACLE -SEE DEfAIL 1/SHT 9 BIKE RACK -Sl:E DETAIL I/SI-IT 11 WOOD TRELLIS AT TOT LOT -SEE DETAIL G/SHT 10 TOT LOT EDGING AND DRAINAGE -Sl:E DETAIL F/SI-IT 7 TOT LOT PAVING EDGE -SEE DE f AIL D/SHT 7 LOW RETAINING WALL-SE!: DETAIL H/SI-IT 6 EXISTING SIDEWALK -BY O fHERS 6" CONCRETE MOW STRIP -S[E DETAIL G/S1-JT 7 TOT LOT EQUIPMENT-SEE DETAIL D/'.>1-JT 11 10' HEIGHT CI-JAINLINK FENC[ W/ SCRGEN CLOTH - BY TENNIS COURT CONTRAC fOR 42" HEIGHT CI-IAINLINK FENCE -BY TENN!'.> COURT CONTRACTOR STUCCO CI-JEEI< WALL W/ BRICK CAP METAL BENCH W /OUT BACK SEE DETAIL I/SI-IT 7 CONSTRUCTION LE:GE:ND SYMBOL CL CP EQ PA POB PT R 'IV 7 DESCRIPTION CENTERLINE CENTER POIN f EQUAL PLANTING AREA POINT OF BEGINNING POINT OF TANGENCY RADIUS ALIGN WITH ADJACENl SURFACE ALIGN PERPENDICULA~I EXPANSION JOINT --E:XPANSION JOINT W/ :,EALAN r SCORE JOINT NOTE ALL DIMENSIONS TO WALLS ARE FROM FACE OF WALL UNLESS O fl-JERWISIE NOTED "it\S BUILT" APPf~OVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP DATE LOCA rlON OF PLAN rlNG REVIEWED BY AREAS INSPECTOR DATE I SH~ET I CITY OF CARLSBAD I sH~~rs I PLANNING DEPARTMENT LANDSCAPE: IMPROV£M£NT PLANS LA COST A GRE:E;NS TE:NN!S l=ACILITY APPROVED x:~,-/1w. 9-:Jo-os-• ASSISTANT PLANNING DIRECTOR DAlE OWN BY PROJECT NO DRAWING NO DATE INITIAL DATE INITIAL DATE INlflAL CHKD BY PUD 02-12(6) 406-3M ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY t<) ' 0 10 20 40 ProJed 03 047 U ,, ... _,,_,._,,,,, .. , __ , __________ ,_, __ ,~~·-----------------------------------------------------------------------------------------------------------------·-----------'_J l\/IJ'll I II IJ Jr r I \ri1,111 I J ru \u {,., rl) r 111)11\D!(J 11 J f ~\I 1,m1\r[)\\Ot1,r(I g\<;J)I t NJ l" 511r /\n, JO )'lO'i ]) 1\n171 SECTION 1 LEGEND DJ CONCRE;TE; PAVING -si:;i:; l=INISH SCHEDULE; FOR COLOR AND FINISH (DE;PTH AND RE;JNFORCE;ME;NT PER SOILS REPORT RECOMMENDATIONS) III SEE SOILS REPORT !=OR RECOMMENDATIONS I]] COMPACTED SUB-BASE (SEE SOILS RE;PORT FOR RECOMME;NDATIONS) GJ COMPACTED SUBGRADE (BY CONTRACTOR) -~c-'?_N_C_RJ;_T_J;_P_A_V_IN_G ____ @ 2 3 SE;CTION LEGEND ill CONCRETE STEPS BEYOND SEE DETAIL B/ SHEET 7 m BRICK CAP (DOUBLE) CUSHWA GEORIGIAN ANTIQUE OS MACHINE MOLD FINISH GRADE COMPACTED SUBGRADE (SEE SOILS REIPORT FOR RECOMMENDATIONS) WATER PROOF MEMBRANE BY CONTRACTOR WALL SUBDRAIN BY CONTRACTOR CONCRETE FOOTING COMPACTED SUB BASE IF REQUIRED (SIEE SOILS REPORT FOR RECOMMENDATIONS) FINISH SURFACE SEE CONSTRUCTION PLAN STUCCO SCREED l' ABOVE FINISH GRAIJE 10 CMU WALL CONSTRUCTION BY CONTRACTOR GROUT ALL CELLS SOLIID STUCCO FINISH COLOR & FINISH TO MATCH ARCHITECTURE NOTE • BRICK GROUT COLOR & GROUT JOINTS TO MATCH ARCHITECTURE • ALL BRICK TO BE REDLAND BRICK INC AVAILABLE THROUGH VALLEY BLDG MAT CONTACT EDIE MARTIN (949) 855 9994 • VERT & HORIZ REBAR PER STRUCT ENGINEER ~ -::-BlU_C_C_O_W_..:;.../_B_R_K_C_A_P _RE_T_. --® LEGeND ill GLIDE PLAN • 2 6' EL[VATION SIDE; ELE;VA TION -~N~-E2J;_J;_ST_A_N_D_I N_G_BK_E_D_B_E_N_C_l-1--ICD SECTION tf----+-----l 4 LE;GEND DJ CONCRE;TE PAVING -SEE l=INISH SCHE;DULE FOR COLOR & FINISH (DEP rl-J AND REINFORCE;ME;N f PER SOILS REPORT RECOMMENDATIONS) III STEE;L ROD W/ SLE;EVE -SE;E SOILS REPORT FOR SIZE RECOMMENDATIONS I]] Ys• RADIUS (TYP) -I]] GJ Ys• WIDE EXPANSION JOIN f -USE 'POL YFEL T #160 PF3' OR EQUAL I]] COMPACTE;D SUB-BASE; IF REQUJRE;D (SEE SOILS REPORT FOR RECOMMENDAflONS) [I) COMPACTE;D SUBGRADE (SEf:: SOILS REPORT FOR RECOMMENDATIONS) [Ij SE;E SOILS REPOR f FOR RECOMMENDATIONS -~~-NrP_A_N_S_IQ_N_J_Q_lN_T ____ ® SE;CTION LEGEND ill BRICK CAP (DOUBLE) CUSHWA GEORGIAN ANTIQUE OS MACHINE MOLD m FINISH GRADE [I] COMPACTED SUBGRADE (SEE SOILS REPOR r FOR RECOMMENDA flONS) [:i) WAfER PROOF MEMBRANE BY CON rRACTOR m WALL SUBDRAIN BV CONTRACTOR m III CONCRsTE FOO flNG COM PAC fED SUB BASE IF REQUIRED (SEE SOILS REPORT FOR RECOMMENDATIONS) 0 FINISH SURFACE SEE CONSTRUCTION PLAN ill s rucco SCREED l" ABOVE FINISH GRADE 1}21 10' CMU WALL CONS [RUCTION BY CON rRACTOR GROU r ALL CELLS SOLID [ill s rucco FINISH COi.OR & FINISH TO MATCH ARCHITECTURE NOTE • BRICK GROU f COLOll & GROUT JOINTS TO MATCH ARCHITEC [URE • ALL BRICK TO BE REDLAND BRICK INC AVAILABLE THROUGH VALLEY BLDG MA f -CONTACT EDIE MARTIN (949) 855 9994 • VERT & HORIZ R£BAR PER STRUCT ENGINEER ~ -~-E3A_-r_w_A_L_L _W--=--/ _B_R1_c_K _c_AP_-l® INTEGRA"flON t-~SCA,o,, ~ ... iii DE;:SIGN STUDIO IT 2 l=="::=.,=1-1]] SECTION LEGEND DJ CONCRE fE PAVING -SEf:: FINISH SCHEDULE FOR COLOR & FINISH (DE;PTH A~ID REINFORCEMENT PER SOILS REPORT RECOMMENDA flONS) III Ys· RADIUS MAX I]] HAND TOOLED SCORE JOINT -½' DEPTH GJ I]] COMPAC fED SUB-BASE IF REQUIRED (SEE SOILS REPORT FOR RECOMMENDATIONS) COMPAC fED SUBGRADE (SEE SOILS REPORT FOR RECOMMENDATIONS) [I) SEE SOILS REPORT FOR RECOMMENDATIONS ~IAND ·roOLED SCOR[; JOINT © --------c SCR JNT r+1----12 SE::CflON LEGEND ill BRICK CAP (DOUBLE) CUSHWA GEORGIAN ANTIQUE OS MACHINE MOLD [II 10 CMU CONSTRUCTION BY CONTRACTOR IT] STUCCO FINISH COLOR & FINISH TO MATCH ARCHITECTURE (I] STUCCO SCREED 1 ABOVE FINISH GRADE m m FINISH GRADE COMPACTED SUBGRADE ('iEE SOILS REPORT FOR RECOMMENDATIONS) ill CONCRfTE FOOTING SIZE & REINFORCEMENT BY STRUCT ENGINeER I]] COMPACTED SUB BASE IF REQUIRED (SEE SOILS REPORT FOR RECOMMENDATIONS) NOTe • BRICK GROUT COLOR & GROUT JOINTS TO MATCH ARCHI fECTURE • ALL BRICK TO BE ReDLAND BRICK INC AVAILABLE THROUGH VALLEY BLDG MAT CON r ACT EDIE MARTIN (949) 855 9994 • VERT & HORIZ REBAR PER STRUCT ENGINEER s·rucco WALL w / BRK CAP @ ------'-----_..jG FRE SBl P L A N D A T E;: 15Dec04 Bid Set RE;:VISIONS 0 '% t1\ __, \,&!~:/;;'.~= .... ~ 1 g I a u r s1 31 ec 05 "4 ;~ ti;' * ol;-date ~"t;; LANDSCAPE ARCHITECTS 616 South W1llowspr1ng Drive Encinitas, CA 92024 4103 29 Apro5 27 June 05 2nd Subrn1llal Final Submittal ,,,."OF cAl.1~0~ t 7 60 633 0056 f 7606330087 www INTEGRATION-DESIGN com DATE INITIAL ENGINEER OF WORt REVISION DESCRIPTION ProJecl 03047 I]] 6 SECTION LEGE::ND DJ ANY VERTICAL SURFACE; SUCH AS BUILDING WALL, SITE:: WALL, CURB. PLANTE;R ETC III Ya· RADIUS (TYP) I]] CONCRE::TE PAVING -SEE Fli'<1SH SCHEDULE FOR COLOR & FINISH (DE::PTH AND RE::INFORCEMENT PER SOILS REPORT RECOMME::NDATIONS) G] ½" WIDE EXPANSION JOINT -USE:: "POL YFE::L T #160 PF3" OR EQUAL COMPACTED SUB-BASE IF REQUIRE::D (SEE:: SOILS REPORT f'.OR RECOMMENDATIONS) [I) COMPACTED SUBGRADE (SEE SOILS REPORT FOR RE::COMMENDATIONS) -~~-T2 P_. J_T_. A_T_V_J;_R_T_. S_U_R_l=A_C_t_--l® 2 [I] 4 5 4 LI...--'-''4 SECTION LEGEND ill ROLLED STUCCO CAP [II FINISH GRADE [I] COMPACTED SUBGRADE BV CONTRACTOR m WATER PROOF MEMBRANE BY CONTRACTOR m WALL SUBDRAIN BY CONTRACTOR m CONCRsTE FOOTING ;:Z] COMPACTED SUB BASE (SEE SOILS REPORT FOR RECOMMENDATIONS) 0 TENNIS COURT BY OTHERS ill STUCCO SCREED l' ABOVE FINISH GRADE [!2I 8x8x16 CMU GROUT ALL CeLLS SOLID CONSTRUCTION BY CONTRACTOR [ill STUCCO FINISH COLOR & FINISH TO BE SELECTeD BY LAND ARCH NOTE • VERT & HORIL ReBAR BY STRUCT eNGINEER -~T?-01 W_R_J;T_A_IN_IN_G_W_A_LL ___ ® "AS BUILT" APPROVED FOR PLANTING AND IRRIGA rt ON ONLY, INCLUDING PRECISE RCE EXP DATE LOCATION OF PLANTING REVIEWED BY AREAS INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 7 LANDSCAPE IMP[iOVEMENT PLANS LA COST A GREENS " TENNIS l=ACILITY APPROVE\ ""1 /~ 9~.v~Q5'"' ASSISTANT PLANNING DIRECTOR DATE OWN BY PROJECT NO DRAWING NO DATE INITIAL DATE INITIAL CHKD BY PUDot. ~1z. 4-o& 3~1\ OTHER APPROVAL CITY APPROVAL RVWO BY ----------------------------------------------------------------------------------------------------------------------------------------1 l\200J PHO J £CT s\03047 La Coslu {,rt11•m11 f1111nl11\Dr0Jir9 F1l.:<J~f.'lm,s\CO\CDUSdw,;\S1, tit ~Joma Sllf 6 -I),, 11 ).004 (. 9 :0 d 9 SI;CTION r--!r~'t-'o----~--t-1 l!:dl <J \ n 11 ID-II n ~n VARIES-SEE PLAN ELEVATION '------17 1· J ----___,,/ LEGEND IT] FREESTANDING HANDRAIL SEE DETAIL C/THIS SHEET ill ADJACENT PAYING-SEE PLAN ill COMPAC fED SUB BASE IF REQUIRED (SeE SOILS REPORT FOR RECOMMENDATIONS) IT] CONCRETE STEPS STEEL SIZE AND PLACEMENT BY CONTRAC fOR ill EXPANSION JOINT SEE DHAIL B/SHEET 6 m COMPACTED SUB GRADE (SEE SOILS REPORT FOR RECOMMENDATIONS) [I] Y,,x½, SAWCUTSAFEfYGROOYESW/ HAND PAINTED CON rRASTING STAIN COLOR (TO BE SELECTED BY LANDSCAPE ARCHITECT) II] ½•RADIUS@ NOSE OF STE;P [Ij POURED IN PLACE CONCRHE CHEeK WALL -~c-::_N_C_R_t;:T_t;:_S_T_t;:_PS_W-----=---/ _C_~_~t:_K_W_A_LL _________ ----1@ 2 3 <1 <1 LeGEND OJ CONCRETE PAYING PER CONSTRUCTION PLAN [I] DeEPeNED EDGE SEE DU AIL D / THIS SHEET ill COMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT IT] ADA POURED IN PLACE ACCESSIBLE SURFACING THICKNESS TO COMPLY W / CURRENT SAFETY STANDARDS SEE FINISI-I SCHEDULE ill 4" THICK CONCRHE W/ THICKENED EDGE III PLAYGROUND SAND SEE FINISH SCHEDULE SECTION 4 5 6 2% MIN -v • 10 [I] 2 THICK¾ CRUSHED ROCK II] MAIN PVC PERFORATED DRAIN LINE 'IN/ END CAP WRAP W/ FILTER FABRIC SEE D1RAINAGE PLANS BY CIVIL eNGINEER [Ij FILTER FABRIC j@ LATERAL PVC PERFORATED DRAINLliNE W/ END CAP WRAP W / FILTER FABRIC SEE DRAINAGE PLANS BY CIVIL ENGINEEIR [ill CONCRHE CURB WI½" RADIUS ALL !EXPOSED EDGES & COLOR TO MATGl ADJACENT PAYING -SEE CONSTRUCTION PLAN FOR EXPANSION JOINTS @] FINISH GRADE 2 @ PLANTING AREAS & 1 @ TURF AREAS TYP 10 11 12 ffic_rrn=rn-..crn-1 fj..'.. -1 [l-'i ---m; rtw...l-m rri=---f -!--TIT -m-n 12' 12· TOT-LOT tDGING & DRAINAG~ @ ---------------F TOT LTI LEGEND OJ GLIDE PLAN INTtGRATlON \\l)SCAP r.] ---DESIGN STUDIO (.) _, e. 6'-1" ' LANDSCAPE ARCI-IITECTS 5 ate 616 South W,llowsprmg Drive '5' date Encinitas, CA 92024 4103 OF CJ>-1,1 t 7606330056 tLEVATION SIDE ELEVATION f 7606330087 -~N~-Elt_t_ST_A_N_D_I N_G_BK_L_E_SS_BE_N_. -CD www INTE,GRA rlON-DE,SIGN corn ProJect 03 047 6' LEGEND l½' •,. ft OJ 1 XI SQ TUBULAR STEEL HANDRAIL :t NECK ,., l ill r'l,¾ SfEELSTllAPHANDRAIL(MOLD ¢::':;i--111 ENDS PER DETAIL) OFFSET HANDRAIL 2 FROM WALL f-lANDRAIL SECTION =I=: CT] COMPACTED SUB BASE IF REQUIRED (SEE SOILS REPORT FOR RECOMMENDATIONS) IT] CONCRETE PAYING SEE PLAN ill CONCRETE STEPS SE£ DETAIL B/THIS SHEET m 2 SQUARE STEEL TUBULAR POST CENfER ON STAIRCASE NOTTO EXCEeD 3 STEPS [I] COMPACTED SUB GRADE (SEE SOILS REPORT FOR RECOMMENDATIONS) II] SHEL COVER SHOE II] HANDRAIL CONNECTION COIIED NOT TO EXCEED SHOE COYER DIMENSIONS I@ POR ROCK OR EQUAL --Tr [ill Y1 ,.½• SQ STEH POST CAP NOTES -TT [fl- " • CON rRACTOR TO PROVIDE OWNER W / SHOP DRAWINGS FOR APPROVAL • ALL WGLDS SHALL BE GROUND SMOOTH • PAINT COLOR TO BE BENJAMIN MOORE s-r t ~ L 1-i AN O RA I L •213710 OTTER BROWN· © ------------1 C HAN Sf3 2 3 4 6' SECTION LEGEND [Ij CONCRETe MOW CURB [Ij •3 ReBAR CONTINUOUS OVERLAP STEEL JOINTS 18" MINIMUM ill Yi' RADII (TYPICAL) IT] FINISH GRADE; NOTES • SCORE JOINTS AT 5 0 C • EXPANSION JOINTS AT 20 0 C • CONCRETE TO BEL M SCOFIELD COLOR TO BE SELECTED BY LAND ARCHITECT -?c~'_61~_O_N_C_R_E-r_E_M_O_W_ST_R_IP __ @ p L A N D A T [ 15DecO4 B,d Set R [ V I s I 0 N s 29 Apr 05 2nd Submittal 27 June 05 l=inal Submittal DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION SECTION LEGEND OJ TOT LOT SEE DeTAIL F / THIS SHEel [Ij INTEGRAL COLOR CONCRe'f!; PAYING STeEL SIZE & PLACEMENT BY STRUCT ENGINeER (SeE FINISH SCHEDULE FOR COLOR AND FINISH) CT] COMPACTED SUB BASE IF REQUIRED(Stt SOILS REPORT FOR RECOMMENDATIONS) [Ij COMPACTED SUBGRADE (SEE; SOILS REPORT FOR RECOMMENDATIONS) III DEEP POUR CONCRETE EDGE; ~ -r?-01 T_-_LQ_T_P_A_V_IN_G_kD_G_E;: ___ ® . \I~~ B'OC 7 C ,> -~ • N m~1 · :~~mrnri rnWmf@i flOTES )~"-II j]Hu [ will~f'' , ~ 5 il-W-•. jW-5 III c;c;lil,."-ff --I I];' fi'.',;111-Wo-ITT'-r SECTION/ELEVATION • ALL STEEL SHALL BE PRIMED & PAINTED PER SPECIFICATIONS COLOR TO BE BENJAMIN MOORE '213710 OTTER BROWN • ALL WELDS TO BE GROUND SMOOTH • FENCE CO !TRACTOR SHALL SITE VERIFY EXACT SIZE; OF FENCE PRIOR TO FABRICATION • CONTRACTOR SHALL PROVIDE SHOP DRAWINGS • LOCATION OF FENCE; SHALL Be APPROVED BY LAND ARCHITECT PRIOR TO INSTALLATION 4½" l' ~ 2 3 v / 4 LEGEND [Ij 2• SQ TUBULAR STEEL FENCE RAIL • ill 2 SQ TUBULAR STEEL FENCE POST ill 1" SQ TUBULAR STE;EL FENCe PICKel IT] FINISH SURFACE; ill CONCRETE; FOOTING III COMPACTED SUBGRADE; (SEE: SOILS REPORT FOR RECOMMENDATION) [I] 2 SQ POST CAP MODEL 116-807 BY KING ARCHITECTURAL METALS l (800) 542 2379 ~ -~-Ul B_U_LA_R_S_T_l;_tl_t=_t_N_C_I N_G __ ® "AS BUILT" APPROVED FOR PLANTING AND IRf1IGATION ONLY, INCLUDING PRECISE RCE EXP DATE LOCATION OF PLANTING REVIEWED BY AREAS INSPECTOR DATE l SH;ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 7 LANDSCAPE: IMPROVEMENT PLANS LA COSTA GREENS ~ TENNIS FACILITY APPROVED\_, ,_ /~ 9<:b-o, ASSISfANT PLANNING DIRECTOR DATE DWN BY PROJECT NO DRAWING NO DATE INITIAL CATE INITIAL CHKD BY PUDOZ·I-Z-4o~ ?,I-II OTHER APPROVAL CITY APPROVAL RVWD BY u (. 7 l-+---12 L PLAN LEGEND m BRICK PILAST@ CAP [II PILASTER BELOW NOTES, • GROUT COLOR, & GROUT JOINTS TO MATCH ARCHITECTURE • BRICK CAP -CUSHWA "GEORGIAIN" ANTIQUE O.S. MACHINE MOLD. • ALL BRICK TO Bf REDLAND BRICII<, INC. AVAILABLE THROUGH VALLS:Y BLDG. MATERIALS EDIE MARTIN (949) 855-9994 ~}L~ASTER BRICK CAP LAYOUT @ 3' 111----. E:LE:VATION E:NLARGE:MENT OF GATE I-IANDLE NOTES, SE:CTION OF GATE SECTION OF GATE DROP PIN • GATES SHALL BE EQUIPPED W/ S.LF-CLOSING & SELF-LA TC HING DEVICES -THE SELF-LATCHING DEVICE SHALL BE DESIGNED TO KEEP THE GATE SECURH Y CLOSED. • GATES SHALL BE CAPABLE OF BEING LOCKeD • ALL STEEL SHALL Be PRIMeD & PAINTED PfR SPECIFICATIONS. FINAL PAINT FINISH SHALL 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 FeNCE SHALL BE APPROVED BY LAND. ARCHITECT PRIOR TO INSTALLATION 3' HHlf-l!--H--1!--fl/--l 3 lf--11-+-0 '-'--"-"-'''--'"-'l-.,___m LEGeND m GATE & LOCK HANDLE-TYPE TO BE APPROVED BY OWNER. [II 2" SQ. TUBULAR STEEL FENCE RAIL III 2· SQ. TUBULAR STEEL FENCE POST 0 l" SQ. TUBULAR ST{;EL FENCE PICKElf @] SELF-CLOSING HEA VT DUTY EXTERIOR HINGES (LOCATION & TYPE BY CONTRACTOR), l}J FINISH GRADE [Ij COMPACTED SUBGRADE (SEE SOILS REPORT FOR RECOMMENDATION) ill CONCRETE FOOTING [TI l"Xl/2" STE'.H FENCE PICKET -FACE AND BACK OF GATE [@I PERFORATED METAL SCREEN -McNICHOLS "GRECIAN". ill] 2" SQ POST CAP MODEL •16-807 BY ll(ING ARCHITECTURAL MH ALS 1 (800) 542-2379. [g) POST SHOE COVER -'18-231-2 BY BV KING ARCHITECTURAL MU ALS l (800) 542-2379. @] LOCK PROVIDED BY OWNER. IE] METAL DROP PIN [jfil CONCRETE PAVING -SEE PLAN -~T~-DBlT_R_Y_D_O_U_BL_E_G_A_T_E ___ CD 8x8 E:ND CUT -- I n I '--'-- I ,_ PLAN 2' - 3x4 END CUT -- ~ ~ ! 16" ! I' I' ' o.c., 8'O,C. 6x6 E:ND CUT -- I ~ 14 l L..-I-J; I 2 1 ~ 2'-4' 8' 1 3 16" ,r o.c. ,r 61-----Jfttlt~I 71-----IV 2' FRONT ELEVA TION/SE:CTION 4'TYP. 3'TYP. sl-~::rr:to:r 6 ,__ _ __, :i{:]~::im SIDE !;LEVATION OJ 3x4 LATTICE: [Ij 8x8BEAM I}] 6X6JOIST G) CONNE:CTION OF BE:AMS TO COLUMNS • PER STRUCT. ENGINEER I}] BRICK CAP· CUSI-IWA "GEORGIAN" ANTIQUE O.S. MACI-IINE MOLD. SE:E: DE:TAIL A/ TI-IIS SHEET FOR LAYOUT [Ij STUCCO FINISH· TO MATCI-I ARCHITE:CTURE [zJ 8x8x16 CMU • GROUT ALL CE:LLS SOLID (I] 45° CHAMFER • BY CONTRACTOR [Ij STUCCO SCRJ:;J:;D 1' ABOVJ:; FINISI-I GRADJ:; IT§] J:;XPANSION JOINT [ill PAVING SEJ:; PLAN FOR TYPJ:; @] COMPACTED SUBGRADE • BY CONTRACTOR @) CONCRETE FOOTING· BY CONTRACTOR 11±1 PILASTER LOCATION· TYPICAL fill FINSII-I GRADJ:; NOTES: • GROUT COLOR, & GROUT JOINTS TO MA TCl-l ARCHITJ:;CTURJ:; • NOTCl-l 1" OF 6x6 JOIST TO RECJ:;IVE 3x4 LATTICE • Tl-llS IS A DESIGN DJ:;TAIL ONLY -CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR OWNER APPROVAL PRIOR TO FABRICATION • TREAT ALL NON-E:XPOSED PORTION OF POSTS W/ 'WOODLll=E' OR EQUAL. • ALL WOOD TO BE D.F. NO. 1 OR BJ:;TTJ:;R. • PAINT W/ 2 COATS PRIMER &2 COATS i=INISI-I COLOR (TO BJ:; SEL!;CT!;D BY L.A.) • CAULK ALL S!;AMS & SPLITS PRIOR TO PAINTING. • VERT. & 1-lORIZ R!;BAR -PE:R STRUCT. !;NGINEER • ALL CONN!;CTIONS TO BJ:; I-IIDDEN FROM v1i:;w • BOLTS SHALL Bl'.; COUNTERSINK & CAULKED '!! OVR-;;--S9_o_o_r_R_~_LL_1s_@~E_N_T_Rv _________________________ ® 5,) ...., INTtGRA"flON D L A N \WSCAP kdl ~-15 De c04 DESIGN STUDIO R ~ V I s " LANDSCAPE ARCHITECTS 29Ap ros 05 . .g;' 616 South Willowspring Drive 27 Ju neos d a! & Encinitas, CA 92024.4103 l! OF Clll.1 I 7 60.633.0056 I 7 60.633.0087 www.lNTEGRATION-DESIGN.com D A T ~ Bid Set I 0 N s 2nd Submittal - i=inal Submittal APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RCE ____ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE r---t----t--------------1------+---4----L-_J I SH~ET I CITY OF CAR LS BAD ~7 PLANNING DEPARTMENT ~ ~LA~N~D;_:;S;C.~AP~E~IM=.-P;R:;O:=VE;::M;E;::N;T=P=LA=N::S::: :::::::::::::=::::=::::~=== LA COST A GRi;::i;::Ns Ti;::NNIS l=ACILITY i-----J---j----------------1---1----t--__jf---1~Ac::PPcc:R=OV-;:-E::=-~!:'y?':1°"'c!l,;)1~;,0~,,=-----9-...b-OS i----t---t-----------------+----1----1---1-----1 ~A:;SS~IS~T::;..A:::N _-T=_.:::.-P_LA=-=_N_N=-l=N-G';:':Dl=R=EC=TO~R=======.-:===DA=T=E DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL ENGINEER or woR REVISION DESCRIPTION ornER APPRovAL c1rr APPRovAL ~~~ :~;---f'UO oz.. 11-. 4-o& :!>It\ Project................................... 03.047 --:--------,--,---~:::::::::::: . .,.,._-.-.-.-_-__ -,,.:_::_,::_:_-.:_-.:_:_-.:_-.:_-.:_-.:_:_-.:_:_:_:_:_:_:_:_:_:_~:::.:_-.:_:_~:_~:_:_:_:_:_:.::~=~-=-L============~==========:::..'.:====:J Z:\iOoJ f-' HO J 'f c-;r S\oJ.047 L(.] CorJfo Grii~mlJ lot111i~\1Jrl,:tt\'.il~~\;•11ine\C!J\CD!-~JS,;f,,~~~Sh,:St·H111ne Slff-0 -llllu 11, 200-1-' -11:5Joio ',., ,. ' - -- I -- -- I -- - PLAN LEGEND ill 3x4LATTICE ill 8x8 BEAM I}] 6X6JOIST --- --- QJ CONNECTION O!= BEAMS TO COLUMNS -Pl:R STRUCT. E:NGINEER - - ill BRICK CAP -CUSHWA 'G(;ORGIAN" ANTIQU(; O.S. MACHINE: MOLD. SE:E DETAIL A/ SHEET 8 !=OR LAYOUT [f] STUCCO !=INISH -TO MATCH ARCHITECTURE: lz] 8x8x16 CMU -GROUT ALL CELLS SOLID ------ ~ -- -- -- L - -~ ~ -~ [fil 45° CHAM!=ER -BY CONTRACTOR [z) STUCCO SCREED 1" ABOVE !=INISH GRADE llOI EXPANSION JOIINT [ill PAVING SEE PLAN !=OR TYPE - - @J COMPACTED SUBGRADE -BY CONTRACTOR @] CONCRETE !=OOTING -PER STRUCT. ENGINEER 1141 PILASTER LOCATION -TYPICAL @) BRICK CAP CHEEK WALL-SEE DETAIL E/ SHEET 6 ~ !=INISH GRADE - - ------- -- -- -- -- I -~ ~ -~ ~ -~ I, NOTES: • BRICK, GROUT COLOR, & GROUT JOINTS TO MATCH ARCHITECTURE • NOTCH 1" 01= 6x6 JOIST TO RECEIVE 3x4 LATTICE • THIS IS A DESIGN DETAIL ONLY -CONTRACTOR TO SUBMIT SHOP DRAWINGS !=OR OWNER APPROVAL PRIOR TO !=ABRICATION • TREAT ALL NON-EXPOSED PORTION 01= POSTS W/ 'WOODLl!=E' OR EQUAL. • ALL WOOD TO BE D.!=. NO. 1 OR BETTER. - - 11' o.c. • PAINTW/ 2 COATS PRIMER &2 COATS !=!NISH COLOR (TO BE SELECTED BY L.A.) • CAULK ALL SEAMS & SPLITS PRIOR TO PAINTING. • VERT. & HORIZ REBAR -PER STRUCT. ENGINEER • ALL CONNECTIONS TO BE HIDDEN FROM VIEW • BOLTS SHALL BE COUNTERSINK & CAULKED -- -! EQ ! r I' ' o.c. , - - -r- I -' -f-- 0. >-f-- b ~ ---IE] I I --cb I 2 ~ 1 l ~ ..P.,::, ½. 3x4END CUT 11' 2'-4" 1 I' 16" I' 't o.c. 't 3 . ·.::}:. ·.::}:. •_: 61------l !~}'.:{'.:\?{'.!) 11 !!!Jill 16 --------------'-------+----l•~!/)::;i~(il\\1{ !=RONT ELEVATION 3'-9' TYP. 10' 2'-9" TYP. 1 2 =--= 6 1------j 71----+YI SIDE ELEVATION/SECTION WOOD TRELLIS@ TJ;:NNIS CQLJR'TS 8x8ENDCUT 6x6ENDCUT ---~------------------------------j@H OVR-S85 24½"DIA. PLAN -1'=1J-----l3 1' SECTION LEGEND OJ 8' DIA. OPENING LIH AND TURN LIID TO EMPTY ill LOCK IT) SURFACE MOUNT NON-CORROSl'I/E ANCHORING HARDWARE SUPPLIEID BV OTHERS. 7 /16' DIA. MOUNTING, HOLES. -~}!-Rl T_E_R_R_EC_E_P_T A_C_L_[; __ ---l(D ~ _, ~WJSCA,<> 0 SI !J n 31 D~c 0 r ~I a . . at, OF CJ..\..I INTI;:GRATION p L A N D A T E [:.iiiimiiiii 15 Dec04 Bid Set D!;SIGN STUDIO R E V I s 0 N s LANDSCAPE ARCHITECTS 29 Apr 05 2nd Submittal 616 South Willowspring Drive 27 June 05 Final Submittal Encinitas, CA 92024.4103 t 7 60.633.0056 I 7 60.633.0087 www.lNTEGRATION-DESIGN.com Project................................... 03.047 "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 7 LANDSCAPE IMPROVEMENT PLANS: LA COST A GREENS TENNIS l=ACILITY APPROVED w1 )--t.U 9-3)-0S \<, ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL OATE INITIAL DATE INITIAL CHKD BY: ruocii.12. 4ol?'?~A ENGINEER OF WOR REVISION DESCRIPTION OTH£R APPROVAL CITY APPROVAL RVWD BY: ..._ ______ ------------··~ --------------,_.,,.,_, ___________ •--•---~•.....,,._•=~·~ ------------••--•-~"''""' _..,,,,..,..__.,..,~ -•-----------_-,._----~~--._::···"»~~r"•""::"'JC---------------------------------------..J Z:\2DOJ P rt o ,I ' Cl '.:i\OJ.01/ Ln Costa Green, ftinni~\o~,111\j Fil«~\i;ftin,\CU\CfJEIS.d#g\'.;11,·~t, Mcime SflT--;J -D~c 14, 2rm1-•-,4:J-lpm I' (. I - -- -u ~ - PLAN LEGEND OJ 3x4 LATTICE II] 8x8BEAM I]] 6X6 JOIST r -r r - 0 CONNECTION OF BEAMS TO COLUMNS -PER STRUCT. ENGINEER - - I]] BRICK CAP-CUSHWA "GEORGIAN" ANTIQUE 0.S. MACHINE MOLD. SE[; DETAIL A/ SHEET 8 FOR LAYOUT m STUCCO FINISH-TO MATCH ARCHITECTURE IIJ 8x8x16 CMU -GROUT ALL CELLS SOLID r r --- -f---- -f---- ------ [fil 45' CHAMFER -BY CONTRACTOR II] STUCCO SCREED 1· ABOVE FINISH GRADE IT2) EXPANSION JOINT [ill PAVING SIEE PLAN FOR TYPE 1121 COMPACTED SUBGRADE-BY CONTRACTOR @J CONCRETE FOOTING-BY CONTRACTOR 1141 PILASTER LOCATION -TYPICAL r - -r -r --- -~ -- -- I I ------ NOTES: • BRICK, GROUT COLOR, & GROUT JOINTS TO MATCH ARCHITECTURE • NOTCH 1" OF 8x8 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 PORTION OF POSTS W/ 'WOODLIFE' OR EQUAL. • ALL WOOD TO BE D.F. NO. 1 OR BETTER. • PAINT W/ 2 COATS PRIMER & 2 COATS FINISH COLOR (TO BE SELECTED BY L.A.) • CAULK ALL SEAMS & SPLITS PRIOR TO PAINTING. • VERT. & HORIZ REBAR -PER STRUCT. ENGINEER • ALL CONNECTIONS TO BE HIDDEN FROM VIEW • BOLTS SHALL BE COUNTERSINK & CAULKED r r -r - -- -- -- I -~ I ---I EQ I ' ' ~ ,r I o.c. 11'0.C. 3x4 END CUT 8x8 END CUT 1 ,I' ' I °' 14 I dJ 2 1 FRONT ELEVATION/SECTION 5'TYP. 4'TYP. 1 2 I 4 3 II]-- 6x6ENDCUT SIDE ELEVATION 11' 16" I' o.c. ) ' I 3 2'-4" II]--;:=~,l::;~,-".~ ~'11"'1=+1rn' 7f---·ff w_OVR-S_9_o_o_r_R_r;_LL_1s_@.,._.____T_o_r_-L_o_r ___________________________________ ® SECTION LEGEND ITI SHRUBAREA III N.D.S. 6' BLACK ATRIUM GRATE -IDO NOT GLUE TO RISER ill INDICATESTOPOFGRATEFOR GRADING PURPOSES G] FINISH GRADE [Ij COMPACTED SUBGRADE (SEE SOILS REPORT FOR RECOMMENDA TIOINS) [Ij SOLID WALL PIPE. SEE CIVIL ENGINEER'S PLANS FOR PIPE SIZING AND SPECIFICATIONS [z) 9' X 9' N.D.S. HUB ADAPTER II] 9' N,D.S. CATCH BASIN WITH FITTINGS ~ --~-RA[;_A_D_R_A_I N ______ CD 0 ...., INTEGRATION i-,~SC r. ~- eehan DESIGN STUDIO s I g n a ' LANDSCAPE ARCHITECTS 31 D enewal 616 South Willowspring Drive -1 ,c;' Encinitas, CA 92024,4103 OF C~ I 760.633.0056 f 7 60.633.0087 www.lNTEGRATION-DESIGN.com Project................................... 03.047 p L A N D A T £ 15 Dec04 Bid Set R £ V I s I 0 N s 29 Apros 2nd Submittal 27 June 05 Final Submittal DATE INITIAL ENGINEER OF WORI "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RC£ EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE Cm:] CITY OF CARLSBAD LEJ 0 P[-ANNI~~ DEPARTMENT 7 LANDSCAPE IMPROVEMENT PLANS: LA COST A GREENS ~ TENNIS !=ACILITY APPROVED /le,, V Q-J:)--c6 ASSISTANT PLANNING DIRECTOR DATE -OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: A.JD oz. .rz. 40&, -:J;, IA REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: L----------------------------------------.---------------.,.--,-----c-·---,-·-----·-,-----c=~-------------------------------,.-,-,=--,-------------------------------------------' zi\200J PR O /E"c T 5\0J.0-47 Lo Costo Green11 T1rnn!s\Draw:ing fllai1:\Pluns\c0\COETS.dwu\Sh,Jlil Momo Slll'--IO -Dile 11, 2004 -12:12pm 0 <. PLAN 5 6 7 JO LEGEND II] DRINKING FOUNTAIN-HAWS M0DeL •3380G IT] RIGID COPPER PIPE FROM BALL VALVE TO FOUNTAIN ASSEMBLY CONNECTION [fil COMPACTED SUBGRADE -SEE SOILS REPORT FOR RECOMMENDATIONS 81 FINISH SURFACE -SEE CONSTRUCTION PLANS @) l/2-13UNC x 4' LONG ANCHORS -4 REQUIRED ill 1½' P.V.C. PIPE WITH SWEEP 90' ELL CONNECTION TO FOUNTAIN DRAIN [Ij 9 ½'x16' CONCRETE YARD BOX WITH HINGED LOCKING TOP II] ¾' CRUSHED ROCK III 3" PERFORATED PLASTIC UNDERDRAIN PIPE @I BRICK FOUNDATION NOTES, • INSTALL FOUNTAIN SO THAT FOUNTAIN NOZZLE DON'T FACE PREVAILING WIND. • THE CONTRACTOR TO ALLOW FOR 12 WEEKS FOR DELIVERY. • INSTALL PER MANUFACTURER·s RECOMMENDATIONS. • ALL HARDWARE FOR INSTALLATION TO STAINLESS STEEL. • HAND FORM A C0NCRsTE BOWL AT BOTTOM OF YARD BOX TO FACILITATE SAND CLEAN OUT. • PERFORATED DRAIN PIPE AND TRENCH ARE TO DRAIN AWAY FROM FOUNTAIN AT1%MIN.SL0PE-KEEP DRAIN IN LAWN AREAS. -~_R_DR}_N_KI_N_G_l=_O_U_N_TA_I_N ______________ ® . ,: . ., . . .. ,, .. ··, . . 1Q,l----j•.i:>:Ii~\:•:;\::\.\·-.;~. .. ·. . . . . .. ,, . . . . . . 4 11 J VARIES -SEE PLAN l ELEVATION PLAN I I ----- 9 2 -0- ------._ TT2; ;:;: 2•.4• ;:;: 11 .. • ::::: ::::: 4 IIl-j I •·. . ·.• ..... :,:>. :.:::::.•.)/_·'.:.:_~·.'. .•.. ).\•, '.;;.:I-.,.•.-.-.. " .. ' -+-,~~,-,,__.,..-.-,,....-~w::::""-,-+~~,-1-~~•--.r-''-l,,-~~-.J ;<'; _::< ·.: ~'. :,:>\:.:;·. --~ /)>··. ' ··: "> _.:.-:_:: '.\. : .''\-.~ >', -.: .=· '. (::·. '"( / -~ '·, ;: ~ ,', ·:· .; -~-. :. . ... :•.,,, ...... :· . . . . ' ·' =. · .. ···:.··' .. '·, .. • .. ,· .. ·· ; :-.~.:.:_•.-~ .•. :_;. ;··. :,.·· .. '. •. •.•.·.:: .•...•. ,_·::_:.·.\.:.·:· •. :.·_:.:.~.:.:.::: .•. ; .• ,, .••. · 2 :~::~::•;,:'.;.::::::;;'. ,:;::;;r~~-:6_:.,,.: ''It-. -':,--,·/r----'!i'c1,-~~=""-'·"""a.F . .£.:.L---'--\ 5 SECTION : •(.·~··'c<l· :'. </ . 1" 2' LEGEND II] PLAY STRUCTURE BY LANDSCAPE STRUCTURE (DRAWING• 35435) -COLOR TO BE BROWN & TAN CONTACT, GREGG ROGERS@ COAST RECREATION (714) 619-0100 IT] POURED-IN-PLACE SURFACING -SEE FINISH SCHEDULE ON SHEET l [fil PLAYSAND NOTES, • THIS IS A CONCEPTUAL LAYOUT PLAN, SAFETY CLEARANCES AND FINAL LAYOUT BYPLAY EQUIPMENT MANUFACTURER. • SEE CONSTRUCTION PLANS FOR LAYOUT AND CONSTRUCTION OF CHILDREN'S PLAY AREA. • THE PLAY EQUIPMENT "FALL ZONE;" HAS BEEN PROVIDED BY THE MANUFACTURER. PLEASE NOTIFY THE MANUFACTURER AND THE LANDSCAPE ARCHITECT OF ANY FIELD CHANGES TO THE LAYOUT OF THE PAVING ADJACENT TO THE PLAY EQUIPMENT. ANY CHANGES TO THE ADJACENT PAYING MAY REQUIRE CHANGES TO THE LAYOUT OF THE PLAY EQUIPMENT IN ORDER TO MEET FALL ZONE CLEARANCES. LEGEND II] FR£ESTANDING HANDRAIL -SEE DsTAIL C / SHEET? IT] ADJACtNT PAVING-SEE PLAN [fil COMPACTED SUB-BASE IF REQUIRED (SEE SOILS REPORT FOR RECOMMENDATIONS) 81 C0NCRETt STtPS -STE[l SIZE AND PLACEMENT BY CONTRACTOR @J EXPANSION JOINT -SEE DETAIL B / SHEET 6 ill COMPACTED SUB·GRADE (S[E SOILS REPORT FOR RECOMMENDATIONS) [Ij Y,,•,Y,• SAW CUT SAFETY GROOVES W/ HAND-PAINTED CONTRASTING STAIN COLOR (TO BE SELECTED BY LANDSCAPE ARCHITecn II] ½'RADIUS@ NOSE OF STEP III STUCCO CHEEK WALL WITH BRICK CAP S[E DETAIL E / SHEET 6. @I WOOD TRELLIS AT TENNIS COURTS-SEE DETAIL H / SHEET 9, [ill SEATWALL WITH BRICK CAP-SEE DETAILF / SHEET 6. CONCRETE STEPS AT TENNIS COURTS -:::sT=P-=-c-=-o:-::N2------------------------------------------------------------------------------------------------------------® 3' 2 SECTION LEGEND II] MODEL• RB-05-1-G RIBBCDN RACK IT] FINISH SURFACE [fil INGR0UNDANCH0RM0UNT 81 CONCRETE FOOTING @) COMPACTED SUBGRADE BY CONTRACTOR NOTES, • RIBBON RACK AVAILABLE Tl-lR0UGH BRANDIR INTERNATIONAL, INC. (212) 505.6500 -~!-K~_E _RA_C_K ______ G) ~\\l)SCAPt '2 ~ .., v,:o:::;+.::,,e::~---l IN"f!;GRATION ~iiiiiriiii DESIGN STUDIO LANDSCAPE ARCHITECTS 616 South Willowspring Drive Encinitas, CA 92024.4103 t 7 60,633,0056 f 760.633.0087 www.lNTEGRATION-DESIGN.com Project..,,,..,.,.,,,,,,,,,.,.,.,,,, .. ,,,. 03.04 7 P L A 15 DecO4 R E V 29 Apro5 27 June 05 N s D A T E Bid Set 0 N S 2nd Submittal Final Submittal 2:\2003 PHO J EC T S\0J.0H La C6ato Greer1!t Torini11\Drowln9 Fill'm\Plorni\CD\WF.TS.dwg\f;heol tlomo SHf-~11 -D~c 14, 2004 -· 12:13pm "AS BUILT" APPROVED FOf< PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. DATE 1 .. 0CATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE CTJ CITY OF CARLSBAD ~ 1 PLANNING DEPARTMENT 7 LANDSCAPE IMPROVEMENT PLANS: LA COST A GRE;E;NS ,, TE;NNIS FACILITY APPROVED .v /' 0'.l l( 9-JJvS ASSISTANT PLANNING DIRECTOR DATE ·-·-OWN BY: PROJECT NO. DRAWING NO, DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY: P'U I? r,71,. · I :2 LrcJ<.o ~/'~ ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL RVWD BY: _______ ,, ________________________________________________ ..J C l \--- [ ,, J -DW--,1-- , I ' I I ' I 7 I ' I ' I ' i ' I I ' I ' I ' I ,j ' RECYCLED WATER SIGN 'l:: Cl ow 'l:: Cl Is Is 'l:: Cl PARKWAY BY OTHER 1\ I I I I 1--- I I !--- 11 !---- !----~ 1-----1~1 1--------J ct 1" : I 1- 1 1" 1 25 125 1 5 2" II 1 5" ~ 1 25" - 1 25" 1" 1· MA TCI-ILINE -SEE SI-IEET 13 II II II -Q:) ------------ II II II 1" II _ II II ? E25 E26 1 5" 31 E27 1 5" 2s E28 1 5" 251---~ E22 E29 1.5" 32 E23 1 5" 25 I--------+-~~ 1" 4 E24 1 5" 1a 1" 14 ------]j I: I ~~I I I I I ' I I --__ L2.5" I -· I DF @ ~ ~ ~--·· II E20 E21 1 5" 29 1 5" 25 1 5" , 1 5" 1 25" II 1 5 1 5" 1 5" 1" 1" 1" 1" 1" 1 5" l ' I II I 4 <" ~ 1 c./) uJ uJ U) NOTE TO CONTRACTOR CONTRACTOR SHALL SCHEDULE A SITE OBSERVATION dF 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-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 Pl.ANTING AREAS ONLY REFER TO SHEET 15 TO 18 FOR IRRIGATION DETAILS, NOTES, LEGENDS, AND SPECIFICATIONS II et[ J II e,:==:::;i~::=::;;/a~--,P'i==~F-=--= .. --~.---·--@o,e+-1 ---f----1---1 II EXISTING DO_MEST_IC SER'---'-'V'--"IC=-=E,____J__ 0--- 1" /,, ·---·---·-----------■---MATCI-ILINE -SEE SI-IEET 13 0 5 10 20 ---•-■" INTEGRATION [:.iii iiiiiili iii DESIGN STUDIO LANDSCAPE ARCHITECTS 616 South Willowspring Drive Encinitas, CA 92024.4103 t 760 633 0056 f 760 633 0087 .,.,,. INTEGRATION-DESIGN,om -Project .................................. 03.047 II I M---1--1----' c>.IJ---1 I I 1" PLAN DATE 10 Dec 04 Bid Set REV SIONS 27 June 05 l=mal Subm,ttal IRRIGATION SLEEVING LEGEND ---.... e@■,-,o., (1)4"SCH 40PVC I @EIEPIFF' (2) 4' SCH 40 PVC ~ O®"l (3) 4• SCH 40 PVC ffil¥01trt @JttU"fMI@ (1) 2" SCH 40 PVC '<iilil ra@1,IMII!""" (2) 2• SCH 40 PVC PM "®'5Miiif1f¥! (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 DATE ,__ ______________ ____, LOCATION OF PLANTING REVIEWED BY REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD AREAS INSPECTOR 1----1----+------------+-----+--+---+----1 ~ C ITYPLA?iN~G £!R~M?N~ BAD l------l---+----------------1----1-----1--+---a IRRIGATION IMPROVEMENT PLANS LA COST A GREENS TENNIS FACILITY DATE ~ ~ l----+--+------------------+---1-----1--+---a APPROVED ----9-3:J-OS---- 1------1---+---------------l----l-----l--+---a ASSISTANT PLANNING DIRECTOR DATE l-----+--+-----~----------+---+---l--+----1 OWN BY __ _ DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY __ _ ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY PROJECT NO CT02-24- WO BIN I ' DRAWING NO 406-2,t.,,1 No 2352-69 I r I l \ I \ I' 2 t 125 = I' 1' 10 E13 I 5 21 tl=})t•11=1-=--r; -~-ft~ --·n I I/ I I I I . I I I I / ~ -s ~ s 0 10 20 40 r INTEGRATION [:;iii ii.j - DESIGN STUDIO LANDSCAPE ARCI-IITECTS 616 South W1llowsprmg Drive E:nc,mtas, CA 920'24 4103 I 7 60 633 0056 I 7 60 633 0057 ,mw ONTEGRATION-DESIGN,om 30 JO 30 1 5 03047 125 125 kiP ttf'IJ P L A N ·10 Dec04 1 5 30 I I I /, I I '""--1:....,J I I I I I I [oj I I 30 I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . ''" D A T E Bad Set REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENfAflON IN FIELD NOTE TO CONTRAC fOR CONTRAC fOR SHALL SCHEDULE A SITE OBSERVAflON OF fHE IRRIGAflON SYS fEM FOR A REVIEW BY fHE Cl rY INSPEC fOR MIN 48 HOURS LEAD TIME THE FOLLOWING ITEMS ro BE SCHEDULED FOR REVIEW PRE JOB/ KICK OFF CONS rRUCTION MEEflNG SLEEVING AS BUILTS MAINLINE INSTALLATION AND PRESSURE TEST MAINLINE AS BUILTS LOCATING CONTROLLER ASSEMBLY COMPLETION OF INSfALLATION FOR COVERAGE TESf WIRE NOfE • I ,om, - ALL LEAD WIRES TO BE 14 GA AND ALL COMMON WIRES TO BE 14 GA fHROUGHOUT PROJECT ' • • " CONTRAC fOR SHALL LOCATE VALi/ES IN THE SHRUB BED AREA ONLY ALL PIPE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMATIC ONLY INSTALL PIPING IN PIANTING AREAS ONLY REFER TO SHEET 15 TO 18 FOR IRRIGATION DETAILS, NOTES LEGENDS, AND SPECIFICATIONS II IRRIGATION SLEEVING LEGEND APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS f%4iii•JiiiWSiWBl@'"IOOfiilllijjl!IIDlZJ (1) 4' SCH 40 PVC E&NffP'"fflmW@JlfC'wMfi>li'§:J (2) 4 SCH 40 PVC ti'.ivliWiT'NWWiF@·11ofillillilW¥1 (3) 4" SCH 40 PVC llk"""''-®Jllll""1l\ll,lil (2) 2 SCH 40 PVC IMMK®W1}11:ffl\®l@!'ffliiif41;1 (1) 2' SCH 40 PVC ™"""'°'®''ilfllJll'fll'IJ (1) 6' SCH 40 PVC NOTE ALL SLEEVING UNDER VEHICULAR ROADWAY SHALL BE EXISTING "AS BUILT" RCE ____ EXP DATE REVIEWED BY INSPEC.fOR DATE REVISIONS 27 June 05 Final Submittal ~ CITY C)F CARLSBAD ~ L __ _j__-+-----------------11---1----t----J--1 ~ PLANNING DEPARTMENT L_E__J ~r=RR=l=GA=r=,o=-N~IM=P:::R:::O=V=;E:M=E:~N==T~P=LA==N=-s~======'....'.====; DATE INlflAL ENGINEER OF WORI REVISION DESCRIPTION LA c,osr A GREENS Tri;NNIS l=ACILITY I 1 '\ , I WO No 2352-69 BIN - ru .F E5 CONTROLLER IS TO BE EXISTING SEE MORROW DEVELEOPMENT 1 1 t PACKAGE PREPARED BY LAND CONCERN // 30 r 0 10 20 RECYCLED WATER SIGN renewal d 7.,:. OF Ct.\.1~ 40 INTEGRATION c.Jiii.iiiii] DESIGN STUDIO LANDSCAPE ARCMITECTS 616 South Willowspring Drive Encinitas, CA 92024.4103 t 7 60 633 0056 f 760 633 0087 www lNTEGRATION-DESIGNcom Project..... .... ............... . .... 03.047 P L A N 10 Dec04 D A T E Bid Set REVISIONS 27 June 65 Final Submittal REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION NOTE TO CONTRACTOR I 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-BUILT$ MAINLINE INSTALLATION AND PRESSURE TEST MAINLINE AS-BUILT$ LOCATING CONTROLLER ASSEMBLY COMPLETION OF INSTALLATION FOR COVERAGE TEST WIRE NO,Jl~ ., ' ' ', . ' '. . ' I , Iii:, '; , ALL LEAD WIRES TO BE 14 GA AND ALL'COMMON WIRES TO BE 14 GA THROUGHOUT PROJECT 1 , 3J 11 '.1 1 ,, • f I ,1 t • , < 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 15 TO 18 FOR IRRIGATION DETAILS NOTES, LEGENDS, AND SPECIFICATIONS ' ' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS I ,. '' I• ,, ', ,,, ' , ( ! > 'I i ' J ,1 ' 'i''\ j -11 ' IRRIGATION SLEEVING LEGEND ~--(1)4"SCH 40PVC ~-'" (2) 4" SCH 40 PVC ~I SW! (3) 4" SCH 40 PVC ~IW&l'llllil (2) 2" SCH 40 PVC ~-(1) 2" SCH 40 PVC ~-(1)6'SCH 40PVC NOTE ALL SLEEVING UNDER VEHICULAR ROADWAY SHALL BE EXISTING "AS BUILT" RCE EXP DATE REVIEWED BY INSPECTOR DATE ' I OTI CITY (IF CARLSBAD LEJ 4 PLANNING DEPARTMENT 7 IRRIGATION IMPROVEMENT PLANS LA C1DSTA GREENS r'\ TENNIS FACILITY APPROVEDV Yi 7 ~--9,.J:>-OS- ASSISTANT PLANNING DIRl:CTOR DATE DWN BY PROJECT NO DATE INITIAL DATE INITIAL DRAWING NO CHKD BY CT.02-~ 406-~M OTHER APPROVAL CITY APPROVAL RVWD BY ' -~ WO No 2352-69 BIN ' I \ \ ' ' " '~ / I I ~ C) "' • I • ~ :l I I --~ ,RW---RW- RECYCLED IRRIGATION EQUIPMENT LEGEND RECYCLED WATER METER -TO BE PURCHASED BY DEVELOPER AND INSTALLED BY CMWD .. EXISTING POTABLE WATER METER WATTS WGV-X CROSS TOP GATE VALVE-LINE SIZE 2' WATTS 909QT-S R.P. BACKFLOW WITH WATTS 777 40 MESH WYE STRAINER IN A STRONG BOX #SBBC-45ALI-LOW PROFILE INSULATED ENCLOSURE HAYWARD -72 STAINLESS STEEL BASKET STRAINER WITH 60 MESH STAINLESS STEEL SCREEN. NELSON 7645 LOCKABLE RECYCLED WATER QUICK COUPLER VALVE HUNTER ICV-FS-AS PLASTIC RECYCLED WATER CONTROL VALVE-SIZE PER PLAN DATA INDUSTRIAL BRASS FLOW SENSOR -SIZE PER PLAN POINT SOURCE AIR RELIEF VALVE 32-ARV-2-KA RECYCLED WATER SIGN-SEE PLAN FOR LOCATIONS FIRE HYDRANT LOCATION FOR REFERENCE ONLY RAINMASTER -DX2 CONTROLLER WITH HUNTER RAN SENSOR-SEE CONTROLLER NOTE. PURPLE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2" AND LARGER-BURY 24" PURPLE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-1/2' AND SMALLER-BURY 24" PURPLE SCHEDULE 40 PVC LATERAL LINE-BURY 18" -NO PIPE SHALL BE SMALLER THEN 3/4" EXISTING RECYCLED MAINLINE IRRIGATION SLEEVE. REFER TO SLEEVING SIZE LEGEND M/ ..1.A:1,:1~,,,--~---._: DENOTES VALVE STATION NUMBER .. • DENOTES FLOW ·~ DENOTES VALVE SIZE -UW--iJW-- DOMESTIC EQUIPMENT LEGEND 1" FEBCO 825YA BACKFLOW INSTALLED IN STRONG BOX SBBC-30AL LOW PROFILE ENCLOSURE 3/4" NIBCO T-560 BALL VALVE -DRINKING FOUNTAIN SHUT-OFF DRINKING FOUNTAIN -REFER TO CONSTRUCTION PLAN FOR LOCATION DOMESTIC TYPE K COPPER SERVICE FOR DRINKING FOUNTAIN-BURY 18" EXISTING POTABLE MAINLINE ROTOR LEGEND SYMBOL DESCRWflON MODEL NUMBER NOZZLE PArTERN RADIOS FLOW (GPM) PllESSORE(PSI) TURF ROTORS [I]] TUIIF ROTOR POP UP @ TURF ROIOR POP UP @ TUBF ROfOI! POP UP lfwi TURF ROTOR POP UP @ rUIIF ROroR POP UP ® TURF ROTOR POP UP SHRUB ROTORS @ TUIIF ROTOR POP UP -@ TURF ROTOR POP UP ~ TURFROTOR POP UP -@ TURF ROTOR POP UP HUNTER 1-20-6P-3RV-L5 1.5 FULL HUNTER l-20-6P-AIIV-L5 1.5 IIALF HUNTER l-20-6P-ARV-L5 1.5 QRTR HUNTER l-20-6P-3RV-3.0 3.0 FULL HUNTER 1-20-GP-ARV-3.0 3.0 HALF HUNIER 1-20-GP-ARV-3.0 3.0 QRIII HUNIER 1-20-HP-ARV-l.5 1.5 HUN IEII 1-20-flP-ARV-l.5 1.5 HUNIER 1-20-HP-ARV-3.0 3.0 HUNTEll 1-10-HP-ARV-3.0 3.0 HALF QRTR HALF QIUR 28' 28' 28' 28' 28' 28' 28' 28' 28' 28' 1.6 40 L6 40 1.6 40 2./ 40 2.7 40 2./ 40 1.6 1.6 2.7 2.7 40 40 40 40 NOTE: TO ACHIEVE THE DESIRED MATCHED PRECIPITATION RATE THE CONTRACTOR SHALL USE THE DIFFUSER SCREW TO ADJUST THE 'RADIUS OF THROW' BASED ON THE ABOVE LEGEND. SYMBOL G 0 9 t 9 .. 0 SYMBOL SHRUB SPRAY POP-UP LEGEND DESCRIPTION SHRUB SPRAY POP UP SHRUB SPRAY POP UP SHRUB SPRAY POP UP SHRUB SPRAY POP UP SHRUB SPRAY POP UP SHRUB SPRAY POP UP SHRUB SPRAY POP UP SHRUB SPRAY POP UP SHRUB SPRAY POP UP SHRUB SPRAY POP UP SHRUB SPRAY POP UP SHRUB SPRAY POP UP SHRUB SPRAY POP UP SHRUB SPRAY POP UP SHRUB SPRAY POP UP BUBBLER BUBBLER MODEL NUMBER RAINBIRD 1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRD "1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRD 1812 SAM PRS RAINBIRD 1604 SAM PRS RAINBIRD 1604 SAM PRS NOZZLE 12F 12H 12T 12Q 10F 10H 10T 100 BF BH BT BQ 5H 5T 5Q PATTERN FULL HALF THRD QRTR FULL HALF THRD QRTR FULL HALF THRD QRTR HALF THRD QRTR 15 CST -PCS 030 BUBBLER 15 CST -PCS 020 BUBBLER NOTE: CONTRACTOR SHALL INSTALL RAINBIRD 1800 NP COVER ON ALL HEADS USING RECYCLED WATER. RADIUS FLOW (GPM) 12' 2.60 12' 1.30 12' 0.87 12' 0.65 10' 1.60 10' 0.8D 10' 0.50 10' 0.40 8' 1.00 8' 0.50 8' 0.30 8' 0.25 5' 5' 5' 0.20 0:15 0.1D 0.30 0.20 PRESSURE(PSI) 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 TURF SPRAY POP-UP LEGEND DESCRIPTION TURF SPRAY POP UP TURF SPRAY POP UP TURF SPRAY POP UP TURF SPRAY POP UP TURF SPRAY POP UP TURF SPRAY POP UP TURF SPRAY POP UP TURF SPRAY POP UP TURF SPRAY POP UP TURF SPRAY POP UP TURF SPRAY POP UP TURF SPRAY POP UP TURF SPRAY POP UP TURF SPRAY POP UP TURF SPRAY POP UP MODEL NUMBER RAINBIRD 1806 SAM PRS RAINBIRD 1806 SAM PRS RAINBIRD 1806 SAM PRS RAINBIRD ·1806 SAM PRS RAINBIRD 1006 SAM PRS RAIN BIRD 1806 SAM PRS RAINBIRD 1806 SAM PRS RAINBIRD 1606 SAM PRS RAINBIRD 1606 SAM PRS RAINBIRD 1806 SAM PRS RAINBIRD "1806 SAM PRS RAINBIRD 1806 SAM PRS RAINBIRD ·1006 SAM PRS RAINBIRD ·1806 SAM PRS RAINBIRD 1806 SAM PRS NOULE 12F 12H 12T 120 10F 10H 10T 10Q BF BH BT 80 5H ST 50 PATTERN FULL HALF THRD QRTR FULL HALF THRD QRTR FULL HALF THRD QRTR HALF THIRD QRTR NOTE: CONTRACTOR SILA.LL INSTALL RAINBIRD 1800 NP COVER ON ALL HEADS USING RECYCLED WATER RADIUS 12' 12' 12' 12' 10' 10' 10' 10' B' 8' 8' B' 5' 5' 5' FLOW (GPM) 2.60 1.30 0.87 0.65 1.60 0.80 0.50 0.40 mo 0.50 0.30 0.25 0.20 0.15 0.10 PRESSURE(PSI) 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 INTEGRA1'10N ~ iii.iiii DESIGN STUDIO LANDSCAPE ARCHITECTS 616 South Willowspring Drive Encinitas, CA 92024.4103 I 760.633.0056 f 760.633.0067 www.lNTEGRA TION-DESIGNcom Project:o ................................ 03 .. 047 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. 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 N 10Dec04 27 June05 D A T E Bid Set l=inal Submittal GENERAL NOTES 1. ALL MAIN LINE AND LATERAL LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN AND 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 OF SAID REJECTION. 3. INSTALL ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE R.P. BACKFLOW PREVENTORAS 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 R.P. 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 GRADE UNLESS OTHERWISE SPECIFIED. 7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH 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 ALL 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 SHJ>,LL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCES BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 11. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE 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 MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 13. THE IRRIGATION CONTRACTOR SHALL INSTALL KBI SERIES ADV'S (ANTI DRAIN VALVES) ON ALL HEADS IN AREAS WHERE FINISH GRADE EXCEEDS 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION HEAD OCCURS ORAS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 14. THE CONTRACTOR SHALL PROVIDE REDUCED PCS-PRESSURE COMPENSATION SCREENS ( PER ATTACHED LEGEND)AS NECESSARY TO ELIMINATE 01/ERSPRAY 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 Water Meter No. Elevation of Meter /130 Size 1.5" 206.0' Hydraulic Gradiant 363.0' Static Pressure 68 psi Source of Information Kevin Sullivan• On-Site Press. Test Phone Number Date of Information 11/28/2000 Basis for Calculation Longest Hun/Highest Elevallon/Highest flow Remote Control Valve E25 Size 1.5" Demand 25 GPM Elevation of Highest head 220.0' Elevation of R.C.V 217 .O' Pressure at R.C.V. 39 psi 9ll, SIZE !I§M 1 1.5" Water Meter 1 ~ Backflow 1 1.5" Basket Strainer 1 2" Gate Valves 1 ~ MasterValve 1 ~ Flow Sensor 320' -2-" -Mainline Mainline PSI LOSS 1.60 12.00 4.00 1.00 0.60 0.50 1.90 1 1" AutomaUc Control Valve 1.50 AVG Lateral Line Loss 4.00 Lateral Line Loss Lateral Line Loss Lateral Line Loss --Fittings Loss (10%) 1.35 Elevation Change 6.1 Total System Losses 21 psi Pressure Required to operate head 40 psi Total Pressure Required 61 psi Lowest Static Pressure Available 68 psi Pre~setRegulated Pressure 67 psi Residual Pressure at preset pressure 6 psl REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CONTROLLER 'A' CONTROLLER TO BE A RAINMASTER DX-2 HARD WIRE, CENTRAL SATELLITE. CONTROLLER SHALL BE INSTALLED IN A STRONGBOX TOP OPENING ENCLOSURE ASSEMBLY MANUFACTURED BY HYDROSCAPE PRODUCTS. MODEL NUMBER: FOR CONTROLLER 'A' HS16-SDX-30/HSDX-HW/EV-GROUND-ROD/HSFS-125B/HSRSE-MC SEE POINT OF CONNECTION FOR ANY ADDITIONAL EQUIPMENT TO BE LITILIZED BY CONTROLLER. 117 VAC 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 RECYLCED 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, RP. BACKFLOW DEVICE, BASKET STRAINER, 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. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RCE ____ EXP. REVIEWED BY: INSPECTOR DATE DATE ~ CITY C)F CARLSBAD ~ f----+----+-------------------+----t----t---+---1~'---~P~LA=NN~l~N~G_D~E=P~A~R~TM=E=N~T ___ __,~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL /RR/GA T/ON IMPROVEMENT PLANS: LA COST A GRl:l:NS TE.NNIS t=ACILITY APPROVED\_,, ASSISTANT PLANNING Dlf!ECTOR DWN BY:----, PROJECT NO. CHKD BY: ----1 CT 02-24- LcR:!.VW~D~BY~:====J '---,PUD 02; -/ DRAWING NO. 406-.:¼M W.O. No. 2352-69 BIN: DO NOT LOCATE IN TURF _I 1-1/2" IN SHRUBS ~ PRESSURE __.---➔ PURPLE, BOLT LOCKING VALVE BOX MARK 'RCV' ·------e 24" LONG EXPANSION COIL 1>--------e TWO (2) 3M OBY CONNECTORS MAIN LINE AUTOMATIC VAL VE 'II c• -! !ii! DRINKING FOUNTAIN SHUT OFF ------@@ (2) WARNING TAPE LINES 1 · ON TOP OF SLEEVE 1 -12" ABOVE SLEEVE ~---------<19 'IEHICULAR OR PEDESTRIAN / / PAVING-SEEPLAN ~----e SENSOR TEE ----• FLOW SENSOR WIRES / r;=:. RAINMASTER EV-CAB-COM CABLE • 1-1/ "PVC CON UITTOCONTROLLER r--(EP~XY ALL ENBPOINTS TO WATERPROOF) NOTE: MAINLINE MUST BE DOWNSIZED TO SIZE OF FLOW SENSOR TEE BETWEEN MASTER VALVE AND FLOW SENSOR AND AFTER FLOW SENSOR. DISTANCES ARE SHOWN ABOVE. i MASTER VALVE/FLOW SENSOR 1/2" FROM FINISH GRADE J1 IF~ 11 111-1 1,,,-1._,..,1,IIII. IF• "cell -l!Li I II ' --------POP UP SPRAY HEAD PURPLE CAP FOR RECYCLED WATER USE -• NOTE: ALL HEADS TO BE SET 6" MIN. FROM ALL WALLS _· f1 , Ill ~------FINISH GRADE 2,-, +-----➔TURF 4" < SHRUB ~----• SCH. 40 STREET ELL, TYP. ,----<t SCH. 80 PVC NIPPLE ~--~~9i\il1l'r\'~l:khNE. SIZE AS SCH. 40 STREET ELL • SCH. 40 PVC SxSxT TEE OR ELBOW POP UP BODY 1/ LATERAL LINE SEE LEGEND FOR TYPE /. I / I § 111111111111 tli ~ IJUV i' w / ,,...,/ ccill II w 111111=-"' -a, :-1 , IOI w w 12" UJ · 1111, i ' ~ -(t ' " v~~ i LINE TYPE LOCATION SIZE IN LANDSCAPE <2' =>2" PRESSURE MAINLINE UNDER VEHICULAR <2" PAVING ::::>2" UNDER PEDESTRIAN <2-1/2" PAVING =>2-1/2" -- IN LANDSCAPE <2-1/2" =>2-1/2" LATERAL LINE UNDER VEHICULAR <2-1/2" PAVING =>2-1/2" UNDER PEDESTRIAN <2-1/2' PAVING e>2-1/2" DEPTH 24" 24" JU' JCT' 18" 24" - 12" 12" 30" 30" '12" 12" -·--• • SLEEVE SIZE TO BE 2X DIAMETER OF LATERAL 90% MIN. BACKFILL RELATIVE COMPACTION 6" MIN. COVER AND 2' BASE OF SAND BACKFILL MAINLINE· SEE LEGEND FOR TYPE. MAINLINE TO BE SLEEVED 2X DIAMETER OF MAINLINE CONTROL WIRE BUNDLE IN A SLEEVE • SEE PLAN FOR SLEEVE TYPE AND SIZE ALL WIRES, LATERALS AND MAINLINE EEVED UNDER SHALL BE SL VEHICULAR AND PEDESTRIAN PAVING CONTRACT□ R SHALL COORDINATE ALL SLEEVIN G WITH HARDSCAPE CONTRACTO R PRIOR TO FORMING TO EVES ARE SET ENSURE SLE ALL SLEEVE S TO EXTEND 12" BEYOND HAR DSCAPE SURFACE PIPES UNDER PAVING ~\\DSCAP~ ;;;. & ((\ -0 _., /Y~~~~::--~-1 ura C 05 FINISH 1" IN SHRUB BED GRADE CONNECTORS (OR EQUAL) ~z lo ->---H---- SCH. 80 PVC T.O.E. NIPPLE ~>(II;" (TWOREQ'D) / '\'.'II SUB-MAINLI .,,,-------<1 PURPLE, BOLT LOCKING JUMBO VALVE BOX MARK 'MCV' ~---if-'---<> CONTROL WIRES WITH 24" EXPANSION COIL 'a,.----1\----<> SCOTCH-LOC WIRE CONNECTORS (OR EQUAL) SCH. 80 PVC T.O.E. NIPPLE (TWO RECTO) 8" COMMON BRICK SUPPORT (SIX REQ'D) MAIN LINE ~--◄FLANGED MASTER VALVE SEE LEGEND FOR TYPE FLANGED MASTER VALVE FINISH GRADE OF BOTTOM OF SLOPE POP • UP HEAD TO BE SET PERPENDICULAR TO SLOE ANGLE. PVC ~----oHIGH POP SPRAY HEAD· REFER TO LEGEND FOR TYPE NOTE: ALL SPRAY HEADS TO BE KEPT A MIN. OF 6" FROM ALL HARDSCAPE SURFACES ~-~ -@ MARLEX STREET ELL, TYP. ~--c SCH. 80 PVC NIPPLE, TYP. "SCH. 40 PVC SXSXT TEE POP UP ON SLOPE BASE INTEGRATION NOTE:ALL ROTOR HEADS TO BE SET6" CLEAR FROM ALL HARDSCAPE SURFACES liilll J 1-1/2" IN SHRUB IIIITI~ I filWlill "' 3" 3" __.,-------<11 PURPLE, BOLT LOCKABLE PLASTIC. CIRCULAR VALVE BOX-MARKED 'GV' GATE VALVE, SEE LEGEND FOR TYPE e 1" CRUSHED GRAVEL-12." DEPTH BELOW VALVE BOX • B" DIA CLASS 200 PVC PIPE EXTENSION • LENGTH AS NEEDED e BRICK STABILIZER· TWO REQUIRED ,;-e COMPACTED SUB-GRADE e SCH. 80 T.O.E. NIPPLE, TYP. CONNECT TO MAINLINE WITH SLIP COUPLINGS, TWOREQ'D. GATE VALVE -------• POP UP ROTOR -REFER TO LEGEND 6" .J- FOR SPECIFICATIONS ,-----eSCH. 40 STREET ELL, TYP. ~--<>SCH. BO PVC NIPPLE B" LONG SCH. 40 STREET ELL, TYP. ALL ROTOR HEADS TO HAVE PURPLE RECYCLED WATER IDENTIFICATION CAPS IF USED WITH RECYCLED WATER PVC • 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: DATE ~..._-P L A N 10Dec04 D A 'f E Bid Set REVISIONS MUST BE APPROVED BY PUBLIC HEALTH AREAS DESIGN STUDIO LANDSCAPE ARCHITECTS 616 South Willowspring Drive Encinitas, CA 92024.4103 t 760,633.0056 f 760,633,0087 www,INTEGRATION-DESIGN,om Projec::t .................................. 03.047 REVISIONS 27 Juneo5 !=in al Submittal ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD, DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL INSPECTOR DATE C[] 6 CITY CIF CARLSBAD ~ 7 PLANNING DEPARTMENT IRRIGATION IMPROVEMENT PLANS: LA C1DST A GREENS TENNIS l=ACILITV APPROVED ~ ASSISTANT PLANNING DIRECTOR ., -~ - OWN BY: PROJECT NO. CHKD BY: ~TJ'~fi-RVWD BY: . ,_ 9~3o-(o DATE DRAWING NO. 406-:31,A W,O. No, 2352-69 BIN, INSTALL BACKFLOW PER CMWD STANDARD DRAWING W-20. 1 CU. FT. CONC. THRUST BLOCKS. WRAP s--~ PIPES WITH 10 MIL TAPE. COMPACT SUB-GRADE TO 90 PRIOR TO POUR ~----<>BACKFLOW DEVICE-SEE LEGEND FOR TYPE. ~--/41MIN. 3" BRASS NIPPLE ---<1BRASS WYE STRAINER WITH 40 MESH STAINLESS STEEL SCREEN --BRASS NIPPLE, LENGTH AS REQUIRED BRASS NIPPLE, LEGNTH AS REQUIRED BRASS NIPPLE THREADED ONE END (TOE) MINIMUM 12" LONG '--------BRASS COUPLING, CONNECT TO COPPER MAINLINE R.P. BACKFLOW UNDER PEDESTRIAN PAVING PRESSURE < 2-1/2" 18" , ' LATERALS =>2-1/2" 24" ALL 12" UNDER VEHICULAR PAVING ~ LATERALS 30" ~------------@ PAVEMENT ~---------e (2) WARNING TAPE LINES 6" ii!!:- ,,111 ,,___111111---1 ©_ / ~-------1llllll~"=~liP:! ~ 1 -ON TOP OF SLEEVE OR MAINLINE 1 -12" ABOVE SLEEVE ~-----e FINISH GRADE LATERAL LINE 2" LAYER OF CLEAN BACKFILL ~-----G PRESSURE MAINLINE CONTROL WIRE BUNDLE ~--9 2" LAYER OF CLEAN BACKFILL --------<> SMOOTH TOUCH BACKFLOW COVER ------o R.P. BACKFLOW PREVENTER INSTALL PER CMWD STD DWGW-20 ~-_., ANCHOR RODE 6" THICK TYPE 5 CONCRETE BASE -EXTEND 4" BEYOND COVER FINISH GRADE BACKFLOW ENCLOSURE = --@ AUTOMATIC CONTROLLER STAINLESS STEEL ENCLOSURE -SEE CONTROLLER NOTE FOR SPECIFICATIONS -e ON/OFF -GFI SWITCH PER CODE ----• 6" MIN. THICK POURED CONG. BASE AS REQUIRED BY MANUFACTURER'S 1/2" IN TURF 1" IN SHRUB AREA ____ _,, PURPLE, BOLT LOCKING PLASTIC CIRCULAR VALVE BOX-CARSON 910 HEAT BRANDED "QCV' i' [ I 1: -1111 1111 illi COMPACTED SUB-Gr ADE FINISH GRADE r-''--------~•c. 1,,=,--"'••,.,.I ""II _____ ,_"'--~-__ ,0 ou1cK COUPLER VALVE, SEE ITT:-: :,11ITT1 LEGEND FOR TYPE. ,, : 'ilc:_::1111!_ mw' ·1111fr=;= · · ·0 ~~c;~~~·~~~~LiAG El'i': ______ e BRASS NIPPLE, LENGTH AS REQ. ---------@ 12" MIN. DEPTH OF 3/4' CRUSHED GRAVEL -----Ill BRASS ELBOW <tli,~~'nlJ.---------0 BRASS STREET ELL, TYP. ~----0 BRICK STABILIZER l,l-r+-1-----BRASS NIPPLE, 6" MIN. LENGTH j -----8 PVC SCH. 40 TEE OR ELL 2::&:,2-2~•,-e-,,s~ l'>l---------------111 36" MIN. LENGTH 1/4 REBAR STABLIZERS ATTACH W/TWO NOTE: QUICK COUPLER VALVE SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE STAINLESS STEEL STRAPS QUICK COUPLER RECYCLED METER BOX WITH STREET SURFACE \ 24" METER -t'---l~'----1 POTABLE SErvzcN~7~777777f21 (SEE IMPROVEMENT 3.5 FEET DRAWINGS) I POTABLE SERVICE LINE - 12" MINIMUM I 111111 1111 NOTES: 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES fr ---• EPOXY SEALANT AROUND EDGES " SPECIFICATIONS r--__2!l_ ---✓•SLOPE TO DRAIN PEDESTAL FOUNDATION I . r-'""'Clr--r' • 518" x 96' COPPER CLAD GROUND ROD - 12" MINIMUM REQUIRED =====j VERTICAL SEPERATION r,ii;\- RECYCLED WATER_/© IRRIGATION MAINLINE WITH SLEEVE 10' MINIMUM TO POTABLE ~ MAINLINE IN STREET ---:1 \ RECYCLED WATER IRRIGA~ MAINLINE WITH SLEEVE CONTRACTOR SHALL HAVE RECYCLED WATER MAINLINE INSPECTED BY THE WATER DISTRICT INSPECTOR PRIOR TO BACKFILL. ""=-----·- TRENCHING FOR WIRE SIZES NO. 14, 12 AND 10 •SLIP BASE SOCKET OVER FWIRES. ~-•STRIP WIRES APPROXIMATELY 518" FROM ENDS TWIST ENDS TOGETHER ---•APPLY SEALER TO OUTSIDE OF SEALING PLUG. FILL CAVITY WITH SEALER ~-~ '-.,PUT CRIMP SLEEVE OVER WIRE ENDS. CRIMP SLEEVE AND CUT OFF EXCESS WIRE. r., PULL BASE SOCKET OVER WIRE END AS FAR AS POSSIBLE ~-P~SH SEALING ~~UG INTO SOCKET BASE {@PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION [Fl ' · ORAINBIRD PEN-TITE WIRE CONNECTOR OR APPROVED EQUAL 2. BUNDLE AND TAPE WIRING AT 1 a INTERVALS FINISH GRADE .. 1! l1IIL._li ;:1_ ;II 1:--: 117\/AC CCTNDUIT 3. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE IN DIRECTION GREATER THAN 30". UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE 4. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS FLOW SENSING WIRE CONDUIT I STEP 1 I STEP 2 STEP 3 I STEP4 FOR WIRE SIZES LARGER THAN NO. 10 i• STRIP WIRES APPROX. 5/8" ' FROM ENDS ••TWIST CONNECTOR UNTIL c:zflRE ENDS REACH BOTTOM AFTER MIXING CONTENTS OF 1" SEALING PACK IN ACCORDANCE WITH \\ INSTRUCTIONS, CUT 1/2" OFF END OF PACK AND INSERT CONNECTOR TO OPPOSITE END. 11m~1el-= __ 8 WRAP OPEN END OF SEALING PACK \ WITH TAPE AND LEAVE IN RAISED POSITION UNTIL RESIN JELLS. (APPROXIMATELY 8 MIN. AT 72"F.) I@> . WIRE CONNECTORS N ATTACH TO CONTROLLER CABINET r-"', _.~ ~ 3" PVC LONG SWEEP ELL : ~ DIRECT BURIAL CONTROL WIRE TO CONTROL VALVES 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 ------............. · --• 117 VOLT, 60 CYCLE POWER WIRES IN --~--__ CONDUIT -~·-___ ., FOUR (4) 1-1/2" SCH. 40 PVC CONDUIT FOR SENSOR WIRES CONTROLLER -TOP LIFT "OSCAP~ -;. So! \..P""'""I ~~: .. l_\'2, _, r-:;___ .... * POTABLE MAINLINE CROSSING INTEGRATION ~ iiiriai -DESIGN STUDIO LANDSCAPE: ARCI-IITE:CTS 616 South Willowspring Drive E:ncinitas, CA 92024.4103 I 760.633-0056 f 760,633.0007 www.lNT1,Gu:!ATION-DESIGNcom Project .................................. 03.047 P L A N 10Dec04 27 June 05 DAT!. Bid Set 0 N S i=inal Submittal 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 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION FINI JG=c_.,10" ROUND GREEN VALVE BOX {PURPLE IF USED WITH RECYCLED WATER) HEAT BRAND 'AVA" lrrries .,_,------<o AGRICULTURAL PRODUCTS, INC. II:;.;;; ARV-2 VALVE. 2" I I 2' SCH. BO TX T PVC COUPLING TO BE LINE SIZE WITH ARV-2 ,-----<> SUPPORT BRICKS -TWO REQUIRED ~--<1 12" M!N. □1::PTH OF 3/4" CRUSHED GRAVEL _.---,, 2" SCH. 80 PVC NIPPLE. LENGTH TO BE DETERMINED TO GIVE ARV-2 VALVE 3" CLEARANCE WITH TOP OF VALVE BOX '----<190% COMPACTED SUB-GRADE ___.----<> TEE FITTING. CONTRACTOR SHALL VERIFY TYPE OF FITTING WITH SPECIFICATIONS AND PIPE LEGEND. CONNECTION TO ARV VALVE TO BE THREADED AIR/ VACUUM RELEASE VALVE 0000= ~ '.&CVo,~i}=:;,~. ·-TREE-REFER TO PLANTING PLANS oo 00 CV _.'.W 'if~ CJooo /JJ 00 000 ~CV oo CV~ ~CV ez:,~,ooCV ~ TREE ROOTBALL ';;t.# 00'() ~'0'','.;j<O~ co '&'JS;(-'. 'b OO~cv~ co · ooU>Ol>' '()()Y'-' ---<1> FINISHGRADE 0:, cf a:, t>'Of,D 'D ~ ~ ~ :... ·, ' _·c::-·11 -----=-l[jjl SECTION VIEW s w ro -9 RAINBIRD RWS-BCG ROOT WATERING i'ij )5 b SYSTEM INCLUDES BUBBLER, PERFORATED _, w O DRAINPIPE, CHECK VALVE, SWING JOINT, <C AND DRAIN GRATE -TO BE FLAT BLACK -<IP 3/4" CRUSHED GRAVEL -I:---@ RAINBIRD SWING JOINT -INCLUDED II/ '11 SCH.40PVCSSTTEE ;-• CLASS 200 LATERAL LINE DEEP WATERING TREE BUBBLER "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE CT:] CITY OF CARLSBAD SHEETS 7 PLANNING DEPARTMENT 27 IRRIGATION IMPROVEMENT PLANS: APPROVED ASSISTANT OWN BY: DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: LA c,osr A GREENS " TENNIS l=ACILITY • I, ,¼J, PLANNING DIRECTOR . PROJECT NO. CT02-24 'tltr~. '1-3o-a5"" DATE DRAWING NO. 406-~tA W.O. No. 2352-69 BIN: i L SCOPE Furnish all matenals. equipment, services, supervision. transportation and labor necessary to perfoon all irrigation WOfk complete including the following: Drawings and Specifications. Service Manuals. Record Drawings. Loose Equipment Guarantee, Matenals and Installation. 1. DRAWINGS AND SPECIFICATIONS: A. The intent of the Drawings and Specifications is to indicate and specify a complete and efficient irrigation system ready for use in accoldance with the rnanufacturefs recommendations and meeting with the approval of the Landscape Architect wllhoot ful1her cost of labor and rnatenal to the Owner. B. Plot dimensions are approxirnale. Before proceeding with any work the Contractor shall carefully checl< and vefily all dimensions and shall report any vanations to the Owner. C. Due to the scale of the Drawings. ii is not possible to indicate all offsets. fittings. etc. which may be required. The Contractor shall carefully investigate the structural and finished conditions allecting all the work. and plan the work accordingly. furnishing such fittings. etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in the most difecl and workmanlike manner. so that conflicts between irngation systems, planting and architectural features will be avoided. 2. SERVICE MANUALS Contractor shall furnish two (2) service manuals to the Owner. Manuals may be loose leaf and shall contain co~ drawings of all equipment installed showing components and catalog numbers togeU,er with the manufacturer's name and address. Additional sheets shcil rover operation instructions simple enough to be understood without speciaUzed knowledge. ;' 3. RECORD DRAWINGS Contractor shalt procure from the Owner a sepia rnyiaf of the irrigation layout and mark the exact "as builr arrangement inducing locations ol all equipment installed. Locations shall be shown by the triangular system of measurements from easily identified penrnanent featues such as irrigation heads, builmngs and walks. As-built submittal process to be completed prior to or concurrent to occupancy of last building. The ·as builr drawings shall be drafted employing a competent draflsman. After final inspection and before final payment. the mylar shall be delivered to city inspector and approved. Once approved. the mylar •as-builr will be given to plan preparer and have redline comments transfered to city rnylars and submiltsd for approval. 4. LOOSE EQUIPMENT Loose irrigation equipment. operating keys and spare parts will be furnished by the Contractor in quantities as shown on plans or in specifications. 5. GUARANTEE A. The entire irngation system shall be unconditionally guaranteed by the Contractor as to rnalenal and workmanship. inciuding settllng of backfilled areas below grade for a period of one (1) year following the dale of final acceptance of the work. B. If, within one year from the date of completion, settlement occurs, and adjustments in pipes, valves and inigation heads or paving is necessl:I')' to bnng the system paving to the proper level of the penrnanent grades. the Contractor. as part of the work under his Contract, shall make all adjustments without extra cost to the Owner, including the restoration ol all damaged planting. paving or other improvements of any kind. C. Sllould any operational difficulties in connection with the Irrigation system develop within the specified guarantee penod which in the opinion of the Owner may be due to inferior material and/o, workmanship. said difficulties shall be irnrnematety corrected by the Contractor to the satisfaction of the Owner at no additional cost to the Owner, Including any and all other damage caused by such defects. 6. WATER MANAGEMENT A The irrigation system shall be installed with the focus of water conservation -achieving maximum plBflt health and aesthetic while minimizing water consumption. B. There shall be no overspray onto walks, buildings, walls, streets, or as directed by the owne~s authorized 1epiese.1tative. C. The contractor shall notify the irrigation designer 48 hours pnor to finish of the Irrigation system for a coverage walk-through. Contractor shall lake all responsibility for improper system coverage should the lrrigaUon designer not be notified pnor to plent installation. D. Prior to official turnover of the maintenance contract the contractor shall contract a certified water auditor lo perfoon a water distribution test in all turf areas. Coples ol test data shall be delivered to the Owner and the Landscape Architect 7. MATERIALS A. Pipe and Fillings (1) Brass Brass pipe shall be IPS standard weight 85% Red Brass. Fittings shall be with standard 125-pound cast brooze threaded fillings. (2) PVC Conduit Pipe thatis used for control wires shall be PVC conduit Schedule A. Type 2110. All wires under paving shall be installed in PVC conduit. (3) PVC High Impact Pipe -Cell Class 12454B (PVC Schedule 40 & 80) a. Pipe shall conform to ASTM Standard D1785 Cell Class 124548 and ASTM D2241 b. Pipe shall be marked at intervals not to exceed 5' with the following information: Manufacturer's nane, nominal pipe size, PVC type and cell class (I.e., 124548). schedule. NSF approval. C. PVC Schedule 40 shall not be threaded. d. Fittings shall be PVC Schedule 40. ASTM D-1784. 2466. Ceil Class 124548. NSF approved. (4) PVC Pressure Rated Pipe-Cell Class 12454B (PVC Class, 200. & 315 and PVC Sc:tmule 40) a. Pipe shall confonrn to ASTM Standard D1785 Cell Class 124548 andASTM D-2241 b. Pipe shall be marked at intervals not to exceed 5' with the following information: Manufacturer's name, nominal pipe size, PVC type and cell class (i.e .• 124548). schedule. NSF approval. c. PVC Schedule 40 shaU not be threaded. d. Fittings shall be PVC Schedule 40. ASTM D-1784. 2466. Cell Class 12454B, NSF approved. e. Solvent shall be 2721 series IPS-Wetd on low volatile blue glue with 1'68. 70 pnrner or approved equal. Glue and pnrner as rnanfuactured by IPS Weld-on. Gardena. California or approved equal. f. Caution shall be utilized in handling Type I pipe due to the possibility of cracking or of splllling when dropped or hand~ carelessly. g. When connection is plastic to metal, mate adapters shall be used. The male adapter shall be hand tightened. plus one turn with a strap wrench. Joint oompoond shell be Perrnalex Type II. B. Spnnkler Heads Sprinkler heads shall be as shown on plan C. Valves (1) Remote Control Valves -Electric remote control valves shall be as shown on plan (2) Gale Valves -Approved gate valves shall be Watts WGV-X (3) Quick Coupling Valves -Quick couP,ing valves shall be as indicated on Plan ood shall be installed in a 6"-8" diameter valve box. Alternate material may be submitted for · approval. All quick coupling valve keys and hose swivels shall be of same manufacturer as the quick couplers. Quick couple(s shall be lockable D. Automatic Controllers -Automatic controllenl shall be as shown on Plans and Delals. E. stainless Steel Wall Mount Plate -Stainless Steel Wall Mount Plates and hardware used in installation of the enclosure shall be manufactured with 100% Stainless steel. Enclosure shall be as shown on Plans and Details. F. Control W"8-Control Wire for RCV's All wirtng to be used for connecting the automatic controller lo the electrical solenoid actuated by remote control valve shall be Type UF 600V.solid copper. PVC insulation, single conductor. UL approved underground feeder cable. Each pilot or ·nor wire shall be color coded with the common wire being white with stripe matching color of lead wire. Minimum 14 gauge. G. Valve Boxes • All remote control valves, gate valves, quick couplers, pressure regulators, and pressure relief valves shall be installed in green valve boxes as shown in details. complete with locking covers. All shall be CARSON or approved equal. and shall be marked •RCV" with station numbers for control valves. "GV". "QCV". "PRY", "PR" respectively heal branded in 1" high letters on valve cover by Contracto<. H. Back.flow Prevention Units The backflow prevention units shall be as shown on Plans and Details. 8. INSTALLATION A. Trenching (1) Excavation shall be open vertical construction sufficiently wide to provide free working space around the work installed and lo provide ample space for backfilling and compacting. (2) Trenches for pipe shall be cut to required grade lines and trench bo-shall be compacted to provide an accLKale grade and uniform beanng for the full length of the line. (3) When two (2) pipes are to be placed In the same trench. a 6· space shall be maintained belween pipes. (4) Low voltage control wires shall be buried under the mainline as shown on the plans. B. BackfiHing (1) Backfill material shall be approved soil. Unsuita~e material including dods and rocks over 1~ In size shall be removed from lhe premises 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 proper compaction. (3) Depth of trenches shall be sufficient to provide a minimum cover above the top of the pipe as follows: 12" over PVC non-pressure lateral lines 18" over PVC non-pressure lateral lines for rotor system 18" over PVC main under pressure for pipe 2" and under 24" over PVC main under pressure for 21/2." and over C. PVC Pipe (1) PVC pipe shall be installed in a manner which will provide for expansion and contraction as recommended by the pipe manufacturer. (2) All plastic to metal joints shall be made with ~astic male adapters. (3) The joints shall be allowed to set at least 24 hours. or as recommended by the solvent manufacturer before pressure is applied to the system on PVC pipe. (4) After all new irrigation piping and risers are in place and connected, all necessary work has been cornpletsd and pnor to the installation of irrigation heads. control valves shal be opened and a full head of water used to flush out the system. Alter the system is thoroughly flushed. nsers shall be capped ofl and the system pressure tested. (5) Irrigation lines shall be tested in place before backfilllng for a penod of not less than one (1) hour for potable or four (4) hours forrecycled water. and shall show no leakage or loss of pressure. During the test period, minimum test pressure at the highest point of the section being 1ested, shall be 125 pounds per square inch. (6) At the conclusion of the pressure test, the head shall be installed and tested for operation in accordance with design requirements under normal operating pressure. Contractor shall verify head pressures with pitot tube and adjust control valves to correspond with design pressure. City inspector must observe and approve pressure test prior to backfilling. D. Sprinklers (1) Alt nozzles on stationary pop-up spnnklers shall be tightened alter installation. All spnnklers having an adjustment stern shall be adjusted oo the lateral line 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 heads and nsers shall be instal~ according to details. (3) Ati spnnkler heads with a 1/2" or 314• inlets shall utilize Marlex street ells In the swing joint assemblies. All spnnklers with 1' or larger inlets shall utilize Sch. 40 street ells. All threaded Sch. 40 connections shall be wrapped with teflon tape. E. Valves (1) Remote control valves shall be adjusted so that the most remote irrigation heads operate at the pressure recommended by the head manufacturer shown on the plan. Remote control valves shall be adjusted so the maximum uniformity and distribution of water is applied by the irrigation heads to the planting areas for each individual valve system. (2) Valves shall be the full size of the line in which they are insialed unless otherwise indicated. (3) Quick coupling valves shall be set approximately 12" from walks, curbs, headerboards, or paved areas where applicable. All Quick coupling valves shall be placed in shrub planter beds, where possible. All valves shall be placed in e· -8" round valve boxes as manufactured by Carson, or approved equal. F. Valve Boxes (1) Valve boxes shall be set one inch (1 ") above the designated finish grade in lawn areas and two inches (2") above finish grade In ground cover areas. (2) Veive boxes installed near walks, curbs, headerboards, and paving shall abut those items. The top surface shall be flush with items listed aOOve. G. Automatic Controller Location and lnslalation (1) The automatic controller shall be inslailed at the approximate location shown on the plan. (2) All local and other applicable codes shall lake precedence in connecting the 117 VAC electrical service to the controller. owner shall provide power to cootroller. Contractor shall complete hook-up to controller. (3) There shall be adequate coverage of earth (18" minimum) over the 24 volt control wire. Install wire in trench and tape to mainlines on bottom of pipe at 10-foot intervals. (4) Controller shall be properly grounded with a 518" x 96" copper clad ground rod and brass ground rod clamp. H. Control Wire (1) All electrical equipment and winng shall comply with local and state codes and be instai~ by those skilled 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 water tight connector or equal. I. Backflow Prevention Units (1) The backflow prevention units shall be installed as shown on Plans and Details. Inspection by Carlsbad Planning Dept lnspeclor. Contractor shall notify the Inspector 48 Hours pnor to mainline inspection for pressure test. Pressure test shall consisl of testing mainline to 125 lbs for one (1) hour for potable or four (4) hours for recycled water. Test shall be completed with the city inspeclor present. Contractor shall coordinate all other work to be inspected with inspector. 9. PREVENTATIVE MAINTENANCE FOR CONTROLLERS Depending on the seventy of the environment. the below procedures shall be followed two (2) to six (6) times a ye81l. with particular attention to discourage spiders, ants, snails, slugs, bugs, rodents, or insects of any kind from access to controller. A. Use a Scotch 1619 electrical contact cleaner or equal; spray all knobs; operate or rotate them to clear any corrosion or debris which has accumulated. Any non-oil base electrical contact cleaner is sufficient. Do not use a WD-40 type cleaner. B. Spray and/or clean behind face plate or panel, removing all insects, dus~ dirt, etc. C. Use a pest strip or insecticide to keep out spiders, ants, bugs, etc. int as D. Use a rodent chemical in the pedestal to keep out mice, etc. E. Seal off any exlerlor openings where insects, snails, slugs, bugs, or moisture can enter the controller cabinet. Where valve wires enter the cabinet the use of a silicone-type gel is an excellent methOO of preventing pests from entering and helps keep moishlre out. F. Use slug and snail bait around the outside of the pedestal. G. Make sure weather stripping inside cabinet door is tight to prevent leakage into the controller from irrigation overspray or rain. Replace as needed. H. Prevent dust, dirt, and water overspray from getting into controllers during and after construction by keeping the door closed at all limes except when programming a unit sha I. Inspect the valve wires which are attached to the terminal strip inside controller to be sure they n snug and properly marked. J. Controllers should be operated and visually inspected at least ooce a week. K. Controllers ood valves should be operated once per week even in winter for just a few seconds to keep corrosion from building up on the contacts or wafer switches and to keep valve parts moving freely. INTEGRATION [:;ii .... iii DESIGN STUDIO LANDSCAPE ARCMITECTS 616 South Wlllowsprlng Drive Encinitas, CA 92024.4103 t 760.633.0056 f 760.633.0087 ' www.lHTEGRA TIOH-DESIGNcom Project ......................... ; ...... ,.03.047 10. Non-designated use areas shall be protscted form contact with recycled water, whether by windblown spray or by direct application through irrigation or other use. Lack of protecUon. whether by design. construction practice or system operation, is strictiy prohibited. 11, Irrigation heads shall be relocated or adjusted to minimize or eliminate over-sprayino on sidewalks, streets and non-designated use nas. 12. Recycled water quick coupling valves shall be of a type designed for the use on recycled water distribution systems per cartsbad municipal water district•, rules and regulations. 13.On recycled water systems. all appurtenances (spnnkler heads, valve boxes. ei:.) shall be color-coded purple per awwa guidelines and section 116815 of the callfornia health and salety code. 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 onented toward the top of the trench per the car1sbad municipal water district's rules and regulations. 15. On nfN on-site systems (post-meter), potable water, constmt pressure recycled water and sewer Hnes shall be placed a minimum of four feet apart or as directed by the project engineer and/or regulatory agency. Measurements shall be between facing surfaces, not pipe center lines. 16. Constant pressure recyded water lines shall cross at least twelve inches below potabte water lines and maintain at least twelve inches crossing separation between other utilities. 17. If a constant pressure recycled water line shall be installed above a potable water line or less than twelve inches bEMow a potable water line, then the recycled water line shall be installed within an approved protective sleeve as per the car1sbad municipal water district's rules and regulations. 18. Developer/contrac~r shall conduct a cross-connection test and coverage test as directed by the cartsbad municipal water district and/or the san dtego county department ol environmental health prior to any use of recycied water. 19. The required cross-connection inspection shall be done by either the carlsbad municipal water district and /oc the san diego county department of environmental health. Copies of inspection reports will be forwarded lo the non-inspecting party. 20. The design and locations proposed for recycled water "do not dnnk• signs shall be called out on the plans. 21. When recycled water becomes available, an on-site user supervisor shall be designated in wrlting. This individual shall be faniliar with plumbing systems within the property with the basic concepts of blackflow/corss~connection protection, the recycled purveyour's rules and regulations and the specific requirements of a recyckled water system. Copies of the designation, with contact phone numbers shall be provided to the car1sbad municipal water district and I or the san diego county department of environmental health. In case of emergency contact _mike tornbardi_ at (760) 505 5644 or after hours. contact _mike lornbardi_ at (760) 505 5644 22. All public and private potable water mains including fire mains and any water wells and water courses within the recycled water project shall be shown on the plans. 23. Call out on the plans if there are or are not drinking fountains and or designated outdoor eating areas on this site. 24. Educate all maintenance personnel on a continuous basis of the presence of recycled water. Personnel must be informed that recycled water is meant for the irrigation purposes only, and is not approved for drinking purposes, hand washing, deaning of tools, etc. Given the high turnover rate of employees in the landscape industry. ii is important this information be disseminated on an almost daily basis. 25. A physical separation shall be pro~ded between adjacent areas irrigated with recycled water and potable water. Separation shall be pro~ded by fences, concrete mow strips or other approved methods. COUNTY OF SAN DIEGO -DEPARTMENT OF ENVIRONMENTAL HEALTH RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTR1crs RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EA TING 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 MA TE RIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPER PER CARLSBAD MUNICIPAL WATER DISTRICrSRULESAND 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 SUPERVISCR IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00A.M 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICrs RULES AND REGULATIONS. 10. LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH •THE CITY OF CARLSBAD LANDSCAPE MANUAL• AS WELL AS THE CARLSBAD MUNICIPAL WATER DISTRICTS "RULES AND REGULATIONS FOR RECYLCED WATER' OR •PURPLE SPEC• AS IT PERTAINS TO THIS PROJECT. "AS BUILT" P L A N 10 Dec04 D A T E Bid Set REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. ASSISTANT PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RCE ____ EXP. DATE REVIEWED BY: R E V S O N S 27 Juneos Final Submittal INSPECTOR DATE f--------+---+------------+---+----+--+------1 ~ ~c_,r_Y~O~F~C=AR~L=S_B_A_D~ ~. ~ _ PLANNING DEPARTMENT ~ DATE INITIAL DATE INITl~L DATE INITIAL ENGINEER or WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL /RR/GA TION IMPROVEMENT PLANS: LA COST A GREENS TENNIS FACILITY APPROVED A ~~-----9--.l:>-CI) ASSISTANT PLANNING DIRECTOR DATE DW~ BY: ____ _ CHKD BY: ___ _ RVWD BY: PROJECT NO. ~T Q2·2+-_ r • DRAWING NO. 406-~~ W.0. No. 2352-69 BIN, \ I \ I'') ' I ' I ' I ' I ' I ' I I I I ' I ' / / ( 0 <( 0 a Ui 7 0 I- V) 0 _J 0 (.!) -) ( \ ( \ ¥ • - • 1~---1 ) -- ( \ ,-,_j ( \ / ( -• \ ---- ---. ., ~j ) ) l J \ " (' PPllil!IU ) /- 7f· ' - ' ' ' ' ' ' MATCl-lLINt -Stt S1-lttT 21 + ---------~:::.,.---.. ~ ! 1~; ~ u ' J7 I\, I c,~. ',_ I \ '· I/ -. ·-, ·•. . ~ -------··-- '------------ ;----...,-,, '~ --~ /\,-, \',. .. ' -. I rv; ~-.. ) -----a ----------------------------------------C ----~----- /@@ ti ....== ~--MM! iii(jj &WMMP MATCl-lLINt -Stt s1-11;:i;r 2·1 ~SOAP 0 ~ o fl\ -1 0 -J + _, -slg'iatura 31 1ec 05 ~ I dale ' . OF C/11.1 LANDSCAPE ARCl-liTECTS 616 South Willowspring Drive Encinitas, CA 92024,4103 t 7 60.633.0056 f 760.633.0067 www.l NTE:GRA TION-Dl:SIGN.com / C' + --1- men P L A N 15DecO4 SYMBOL Groundcover SYMBOL NOTE: SIZE: 36" Box 24" Bo" 24" Box SIZE Seed QTY. BOTANICAL NAME COMMON NAME E'.:xisting T ristania conferla Brisbane Box 53 Laurus nobilis 'Saratoga' Sweet Bay 10 Platanus racemosa California Sycamore 8 T ristania conferta Brisbane Bax QTY. BOTANICAL NAME COMMON NAME Marathon IIE Turf l. WI-IE;RE REQUIRED CONTR.ACTOR SI-IALL INSTALL L YSIMACI-IIA NUMMULARIA !=ROM !=LATS AT 12" O.C. SEE SI-IEl=.T LP-4 !=OR GROUNDCOVER PLANTING REQUIREMENTS. r l~c~_!IJ __ ~~ · I I I I I I : :::.1 ~,: ,1 .. ,, D A T ~ Bid Set .. c..\ c..\ ~ I.» -:t If) UJ LJ.I (/) • lJJ z - APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REMAIClKS Standc,rd Multi-Trunk Standa,rd REMARKS "/.\S RCE EXP. REVIEWED BY: INSPECTOR SPECl!=ICATIONS (I-It. X Width) X1 xX' 12' X 6' 10' x 4' '10' X 3' SPECl!=ICATIONS (Ht. X Width) BUILT" DATE DATE RE::VISIONS ~ CITY OF CARLSBAD ~ 29Apro5 27 June 05 2nd Submittal Final Submittal ' ! I DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION 0 PLANNING DEPARTMENT 7 LANDSCAPE IMPROVEMENT PLANS: LA COST A GREENS TENNIS FACILITY . APPROVED ./ Yt,, CZ-3:>-os ASSISTANT PLANNING DIRECTOR DATE OWN DY: PROJECT NO. DRAWING NO. CHKD BY: PUD 02-12(B) 406-3M RVWD BY: ,-• a. ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL _ ··----·---·~----·~·-··----·--·--------··------------------------------------------0--5--1_0_. ___ 20 ______ P_ro_ie_c_t_ .... _ ... _ ... _ .... _ ... _ ... _ ... _ .... _ ... _ ... _ .. _o_3_.0_4_7 __________________________________________________________________ ~ ~ \ \ \ \ \ \ \ IT'-.,.)( \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ -.. . -~·1c&: •.• .. '. • ..•... ··. /~. ·.,,:·~•,.··•... .·.·1::': ,.,.•. :_ \ \ \ \ .( /::':: M¥Mii -30-1-00 /---________ _),_ /-. \ - * --r---------~--" / ---/ --/ -GI -@ -. __________ \___ \._ ------·· .. \. I V I I I GOLDSTON~ SYMBOL QTY. BOTANICAL NAME COMMON NAME Existing T ristania conferta Brisbane Box 36" Box 53 Laurus nobilis 'Saratoga' Sweet Bay 24" Box 10 Platanus racemosa California Sycamore 24" Box 8 T ristania conferta Brisbane Box Groundcover SYMBOL SIZE QTY. BOTANICAL NAME COMMONNAML=: Seed Marathon IIE Turf NOTE, l. WHERE REQUIR[D CONTRACTOR S1-lALL INSTALL L YSIMACHIA NUMMULARIA i=ROM f".LATS AT 12" O.C. Sl':E SHEET LP-4 FOR GROUNDCOVER PLANTING REQUIREMENTS. ROAD ------'--i ('_)' c:i I +--c- \.0 I C\J' Cl <( 0 er I ' I ' I ' I ' ~~ ' I ' I ' I ' I ' c:i I lJJ c:i L, i--l-1.rJ ' ZC\J I ~ I (_) ' -I -J ' REMARKS Standard Multi-Trnnk Standard REMAi!KS SPECli=ICATIONS (Ht. X Width) )('XX' 12'" 6' 10'x4' 10' x3' SPECli=ICATIONS (Ht. X Width) ~½ ( I <( I ' I ' I i,.\'\DSCAPt: :t1eclmn ,1 c., ~· <" -"~~=1:rc, _, '-, ... sig· alur 31 ec a INTE;GRATION ··•·----'\1,,J ' ' .. lli!i,!ll!! . ,! •· . ' . . DiESIGN STUDIO LANDSCAPE ARCHITECTS 6 ·1 6 Sauth Willowspring Drive E;ncinitas, CA 92024,4103 t 760.633.0056 f 760.633.0087 p L A 15Dec04 R t V 29 Apros 27 June 05 N i s D A T E Bid Set I 0 1\1 s 2nd Submittal Final Submittal I I ...,....i,- ., I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "t~S BUILT" RCE ____ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1----+---+--------------+---+---1----1----1 CID ~c_ir_Y_P_LA_?_Nf_N<_, D_~_!_R~_ML_ENs_T_B_A_o~ ~ LANDSCAPE IMPROVEMENT PLANS: APPROVED LA COST A GR[[NS T[NNl:S i=ACILITY \---'--"=~-----9-JJ--OS-www.lNTEGRATION-DESIGN.com ASSISTANT PLAN I G DIRECTOR DATE ~ rn 1-----1--------+------t-----+--ll---t-----l ~~::::=::::.:::=:======;--~==---.~ ~.· _ OWN BY,----PROJECT NO. DRAWING NO. , --. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY,___ PUD 02-12(6) 406-3M ENGINEER OF VIORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 0. 0 10 20 40 Project................................... 03.047 1- -----------------------------------·------------------------------·-------------------------------------------' _J .... \ .· \' \\ : . ' . '"t_. \.~ \ ~~- . ,. s~~rs~._. _c:::_ ~+-;._:: ~+2c+ -~ _-._-· . < · ;_~~ . : ., . -\. -•."? . . . ? ' ' . {( . ' . ·.,. '-"°SOAP S? i _, ~~l~~:'-iir .... rn 0 10 20 40 · .. :.·· . . ,'.· ,._ • I . I 1i · · I 1 . · · I l ·.·; I . ··;· ;,,. . . : • I . , . , . ·,,.·--......, . .. ·; ·.-. : ' ' ·::i; . .. !NT!;Gl~ATION kdJkWI -.iiii] DESIGN STUDIO LANDSCAPE ARCI-IITl,;CTS 616 South Willowspring Drive Encinitas, CA 92024,4103 ! 760.633.0056 f 760,633.0087 www.lNTEGRATION-DESlGN.com Project................................... 03.047 p L A 15DecO4 R i;: V 29 Apro5 27 June 05 N I s TRE;t; LE;GE;:ND SYMBOL ~-----( . \ '-~/ 0 @ ·o Groundcover SYMBOL NOTE: SIZE 36" Box 24" Box 24" Box Seed QTY. 53 10 8 QTY. BOTANICAL NAME COMMON NAME Existing T ristania conferta Brisbane Box Laurus nobilis 'Saratoga' Sweet Bay Platanus racemosa California Sycamore T ristania conferta Brisbane Box BOTANICAL NAME; COMMON NAME; Marathon II[; Turf REMAIIKS Standard Multi-Trunk Standard RE;MAl!KS SPECIFICATIONS (Ht. X Width) X' xx· 12' X 6' 10' x4' 10' X 3' SPE;Clf'.ICATIONS (Ht. X Width) 1. WHERE REQUIRED CONTRACTOR SHALL INSTALL L YSIMACHIA NUMMULARIA FROM FLATS AT 12" O.C. si;i; SHEET LP-4 FOR GIIOUNDCOYER PLANTING REQUIREMENTS. D A T I:. Bid Set II 0 N s 2nd Submittal i=inal Submittal DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION ")\S BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RC£ EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE DTI CITY OF CARLSBAD ~ 2 PLANNING DEPARTMENT 7 LANDSCAPE IMPROVEMENT PLANS: LA COST A GREENS TENNIS !=ACILITY - APPROVED ,L" "),i,, 9-Jo-OJ ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PUD 02-12(8) 406-3M OTHER APPROVAL CITY APPROVAL RVWD BY: t<) ' 0. 1- ---------------------------------------' _J I / / I I ' I I ' I ' I ' I ' I ' I ' I ' I ' I I ' I 7 I ' I ' I 0 <! 0 a w z 0 l- 1./) 0 ....J 0 (!) R MATCl-lLINE -SEE S1-IEET 24 C SC SC S -c Iii MATCl-lLINE -SEE S1-IEET 24 ~\\DSCAP 0eha, 0 "' -1..9~~r\ " _, ""--• .... lat LI :Oec wal d * ,'S".c d a I e OF Cl\1..1 IN"f!;GRA-rlON L.ilii.iiiii D!;S!Gf\l STUDIO LANDSCAPE ARCI-IITECTS 6 ·16 South Willowspring Drive Encinitas, CA 92024.4103 l 760.633.0056 f 760.633.0087 www.lNT£GRA TION-D£SIGN.,om / 51-IRUB LEGEND SYMBOL SIZE QTY. BOTANICAL NAME COMMON NAME @ 5 Gal. Anigozanthos flavidus 'Regal Claw' Kangaroo Paw ® 5 Gal. Bougainvillea 'Crimson Jewel' Bougainvillea @ 5Gal. Calliandra haematocephala Pink Powder Puff © 1 Gal. Cistus salvifolius Sageleaf Rockrose @ 5 Gal. Eriobotrya deflexa 'Coppertone' Bronze Loquat ® 1 Gal. Hemerocallis hybrids 'Lemon Dip' Daylily ® 5 Gal. Phormium tenax 'Dark Delight' Flax @) 1 Gal. Rhaphiolepis urnbellata minor 'Gulf Green' No Common Name ® 1 Gal. Rosa 'Iceberg' White Rose © 1 Gal. Rosmarinus officinalis 'Lockwood de l=orest' Rosemary @ 5 Gal. Rosmarinus officinalis 'Tuscan Blue' Rosemary @ 1 Gal. Salvia clevelandii 'Allen Chickering' Cleveland Sage © I Gal. Seslaria autumnalis Autumn Moor Grass l Gal. Westringia fruticosa Coast Rosemary • • ----------i~ j 7----~ I - ' µ=J ~p.~~~~~R--l: : jl= ---·"! I II ~~~~i--__,i I 1 ' 1--J~ .~~~i i ,I l I I '· ~~;-;---1 rl---1--t----;I ~;;';'»E~s1-----~1- ,I ,I ..,~·~rl,iill!I CACTUS AND SUCCULENTS LEGEND SYMBOL SIZE QTY. BOTANICAL NAME e ·15 Gal. Agave attenuatta 'Nova' "* LU z - COMMON NAME No Common Name I I I I I I I I I I EE 5 Gal. E:cheveria elegans 'Hen and Chicks' Hen and Chicks I I p L A 15DecO4 R [ V 29Apro5 N I D A T [ Bid Set s I 0 N s 2nd Submittal ® ·1 Gal. Kalonchoe thyrsiflora •• Paddle Plant NOTES, 1. ALL PLANT MATERIAL DESIGNATED WITH(*'*) SHALL BE . PLANTED WITH THE CACTUS AND SUCCULENTS BACK !=ILL MIX (SEE PLANTING SPEClf=ICA TIONS) APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS Dr] 3 SPECIFICATIONS REMARKS (Ht. X Width) x' xx' 6" X 6" 14" X 12" 18" X 12" 12" X 12" 36" x24" 15" X 12" 4ux6" 36"x24" 15" X 12" 4"x6" 36" x 24' 15" X 12" 4"x6" SPECll=ICATIONS REMARKS (Ht. X Width) x1 xx' 14" X 12' 14" X 12" ,, )\S BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD SHEETS PLANNING DEPARTMENT 27 LANDSCAPE IMPROVEMENT PLANS: - 27 June 05 Final Submittal LA COST A GREENS r, TENNIS i=ACILITY APPROVED ~ 9-3:)--0S V ,. ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHl<D BY: PUD 02-12(8) 406-3M REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ,-• a. ENGINEER OF WOfll _____________ o ___ s __ 'I_O ____ 2_0 ______ P_ro_ie_c_t._ ... _ .... _ ... _ ... _ ... _ .... _ ... _ ... _ ... _ .... _. _0_3_.0_4_7 ______________________________________________________ , ___________ ~ ~ \ \ \ \ \ \ \ \ \ \ \ ~--~-- ~--- ~ /--------- ,// -2-1-s---- r:rrr:r -- / / R SHRUB LEGEND SYMBOL SIZE QTY. BOTANICAL NAME SPECIFICATIONS COMMON NAME REMARKS (Ht. X Width} @ 5Gal. Anigo.zanthos flavidus 'Regal Claw' Kangaroo Paw x' Xx.' ® 5Gal. Bougainvillea 'Crimson Jewel' Bougainvillea 6ll x6" @) 5Gal. Calliandra haernutocephala Pink Powder Puff 14" X 12" © 1 Gal. Cistus salvifolius Sageleof Rockrose 18" X 12" @) 5Gal. triobotrya deflexa 'Coppertone' Bronze Loquat 12" X 12" ® 1 Gal. ~emerocallis hybrids 'Lemon Dip' Daylily 36" x24' ® 5Gal, Phormium tenax 'Dark Delight' !=lax 15" X 12' @ 1 Gal. Rhaphiolepis umbellota minor 'Gulf Green' No Common Mame 4" X 6" ® 1 Gal. Rosa 'Iceberg' White Rose 36" X 24" © 1 Gal. Rosmarinus offlcinalis 'Lockwood de l=orest' Rosemary 15" X 12' @ 5Gal. R:osmarinus offidnalis Tuscan Blue' Rosemary 4d x6" © 1 Gal. Salvia clevelandii 'Allen Chickering' Cleveland Sage 36" X 24" ® 1 Gal. Seslaria autumnalis Autumn Moor Grass 15" X ·12• ® ] Gol. Westringia fruticosa Coast Rosemary 4" x6" i30+00 ' ____ 0 _j _________ 3_1 f~Or-----------~-----------~?Yj(}_O ____ -____ _____, __ , eil Cl I -f--r CACTUS AND SUCCULENTS LEGEND SYMBOL SIZE QTY. BOTANICAL NAME COMMONNAMt REMARKS SPECIFICATIONS (Ht. X Width} I y I I ,.Ir-'-+---,f---l,=;i<'=i---7"1----r-c1D / /l / -,t Tl I }' ( I / / rn I I ( I r I I I I GOLDSTON~ ROAD @) 15 Gol. Agave aitenuatla 'Nova' "c1< No Common Name x' xx' IIIIJlljfflllll Wiii&I iN·ri;:GRATION iiiiii -Dt.;SIGN STUDIO LANDSCAPE ARCHITECTS 616 South Willowspring Drive Encinitas, CA 92024,4103 l 760.633,0056 f 760,633.0087 www.lNTEGRATION-DESIGN.com ., I I I I I I I I I i] I I I I I I I I I - I I I I I I l I I I I I I I I I I I I I I I I I I __ ___j_ I I I I I 1," I - I I PLAN DATE 15 Dec 04 Bid Set I I I I / I I I I I I I I I f- (DI ~I, I ' I ' I ' I ' + ' I ' I ' I ' I ' C) I I.JJ C)1' -J-I-lrJ ' ZC\i/ <I: I u ' I I I W¥MM I -, I I ' I ' I J;J; 5Gal. E:cheveria elegans 'f..len and Chicks' ® !Gal. Kalanchoe thyrsiflora .,, NOT~S, 1. ALL PLANT MATERIAL DESIGNATED WITH(,.} SHALL BE PLANTED WITH THt CACTUS AND SUCCULtNTS BACK FILL MIX (Ste PLANTING SPtCIFICATIONS}, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS Hen and Chicles x' xx' Paddle Pion! x'xx' ")\S BUILT" RCE ____ _ EXP. DATE REVIEWED BY: INSPECTOR DATE REVS ONS 29 Apr 05 2nd Submittal 1--+---+------------t--+---t---j-~~~C-I_TY_o_F_C_A_R_L_s_B_A_D~~ ~ PLANNING DEPARTMENT LE_j 27 June 05 Final Submittal LANDSCAPE IMPROVEMENT PLANS: LA COST A GREENS TENNIS FACILITY APPROVED ~ 9-JO'UJ ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: N ' ENGINEER OF WORI 0. REVISION DESCRIPTION OTHER APPROVAL PUD 02-12(8) 406-3M CITY APPROVAL RVWD BY, 0 '10 20 40 Project................................... 03.047 (/) ------------------------------------------------------------------------------------------------------------------------J_J -"= H \ \ \ \ \ \ \ \ \ ~------~ \ \ \ ' \ \ ' \ \ ~ \ ~ ~\\ ~~ ' ~~ --~----- ' ~ ---~ ~ 0 TI , " I II II II II II II II I h I Ii ii I 1/ 11/ f ·-------~----/ 1,1/ / / I ,. 1/ I rn ;,1 ;,1 ;,1 I I I I / 1/ /, r LANDSCAPE ARCI-IITECTS 6 ·16 South Willowspring Drive F.ncinitas, CA 9202.4.4103 t 7 60.633.0056 I 7 60.633,0067 www.lNTEGRATION-DESIGl'sl.com PLAN DATE: 15 Dec 04 Bid Set RE:V S ONS 29 Apr 05 2nd Submittal 27 June 05 Final Submittal DATE INITIAL ENGINEER OF WOR~ SHRUB LEGl::ND SYMBOL SIZE QTY, BOTANICAL NAME ® 5Gal. Anigozcmthos flavidus 'Regal Claw' ® 5Gal. Bougainvillea 'Crimson Jewel' @) 5Gal. Colliondra haematocephala © "!Gal. Cistus salvifolius ® 5Gal. friobotrya deflexa 'Coppertone' ® 1 Gal. t.!emerocallis hybrids 'Lemon Dip' ® 5Gal. Phormium tenax 'Dark Delight' @) 1 Gal. Rhaphiolepis umbellata minor 'Gulf Green' ® 1 Go!. Rosa 'Iceberg' © 1 Gal. Rosmarinus offidnalis 'Lockwood de !=crest' 0) 5 Gal. Rosmarinus officinalis 'Tuscon Blue' @ lGal. Salvia clevelandii 'Allen Chickering' 0 lGol. .Seslaria autumnalis @ I Gal. Westringia fruticosa CACTUS AND SUCCUL[NTS LEGEND SYMBOL SIZE QTY. BOTANICAL NAME 8 l5Gal. Agave attenuatta 'Nova' 0 EE 5GaL Echeveria elegans 'l-len and Chicks' ® 1 Gal. Kalanchoe thyrsiflora,.. NOTES, l ALL PLANT MATERIAL DESIGNATED WITH (,.) SHALL BE PLANTED WITH HIE CACTUS AND SUCCULENTS BACK FILL MIX (SEE PLANTING SPECIFICATIONS). COMMON NAME REMARKS SPECIFICATIONS (Ht. X Width) --·- Kangaroo Paw x' xx' Bougainvillea 6"x6" Pink Powder Puff 14" X 12" Sageleaf Rockrose 18" X 12" Bronze Loquat 12" X 12" Daylily 36" X 24• !=lax 15" X 12" No Common Name 4" x6" White Rose 36d X 24~ Rosemary 15" X 12" Rosemary 4"x6" Cleveland Sage 36A x24u Autumn Moor Grass 15" X 12" Coast Rosemary 4Rx6" SPECIFICATIONS COMMON NAME A,EMARKS (Ht. X Width) No Common Name x' xx' Hen and Chicks x' xx' Paddle Plant x' xx' - "il\S BUILT" APPROVED FOR PLANTING AND IF!RIGATION ONLY, INCLUDING PRECISE RCE EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS 5 PLANNING DEPARTMENT 27 LANDSCAPE IMPROVEMENT PLANS: LA COST A GREENS TENNIS !=ACILITY APPROVED /&h 9-:b-OS-V ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PUD 02-12(B) 406-3M REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: I'() I ' CL (/) 20 40 Project................................... 03.047 ____________ .;._ _____________________________________________ __, ....J l:\'.10f'1 P fl O d r CT :;\UJ.[J,17 Lu <:,nlu Gr<Jrnr:i Tm111h\fJn.:;11ing ~11e.,i\rlun~\CD\rLTr.S.<lwg\Slieet }!ain~ SI-IT-25 -Apr 30, 2005 ~ 1:20r,m Minimum Planting Specifications SEE SPECIFICATIONS BOOK FOR C0MPLHE SPECIFICATION l. CONTRACTOH SHALL PROVIDE AN AGRICULTURAL SUITABILITY TEST REPORT FOR ON SITE SOIL AND ON SITE TOPSOIL. a.THE CONrnACT SHALL SUBMIT A REPORT TO THE OWNER'S llEPRESENTATIVf AND THE CITY OF CARLSBAD INSPECT0RPRIOR TO ORDERING SOIL AMENDMEf!TS OR PLANT MATERIALS. b. TAKE 2 SAMPLES OF SITE SOIL AT A DEPTH OF 6" TO 12", WITHIN Pll0P0SED PLANTING AREAS, AFTER COMPLETION OF GRADING AND PRIOR TO WEED CONTROL AND SOIL PRfPHlATION ,. SUBMIT SAMPLES TO 'SOIL AND PLANT LABORATORY', 1594 N0IHH MAIN STREET, ORANGE, CA, 92667, FOR SOIL EVALUATION. d. REqUEST TESTING FOR AGRICULTURAL FHfflTLITY AND SUITABILITY (TEST NO. A·05) WITH WfllTTEN REC0MENDATI0NS FOil SOILS AMENDMENT, HYDROS PRAY, SOD LAWN, SE£D LAWN, ACID LOVlflG PLANTS, AND POST MAINTENANCE FERTILIZATION PROGRAMS. e. SUBMIT COPIES OF THE REPORT TO THE LANDSCAPE ARCHITECT, THE OWNrn's i!EPHESENTATIVE, AND THE CITY OF CARLSBAD INSPECTOR. f. SOILS REPORT REC0MMHIDATIONS SHALL TAKE PRECEDENCE OVER T>IE AMENDMENT AND FERTILIZER RATES SPECIFIED IN TJ.IESE PLANS. 2. ele!ISH GRADING, a. PRI0ll TO THE COMMENCEMENT OF PLANTING OPERATIONS, COMPLETE FINISH GRADING AS SPECIFIED. b. WHEN PRELIMINARY GflADING, INCLUDING WEEDING AND FrnTILIZING HAS BEEN COMPLETED, AND THE SOIL HAS DRIED SUFFICIENTLY TO Bf READILY WORKED, PLANTING AREAS SHALL BE GRADED TO UNIFORM LEVELS OR SLOPES AT A MINIMUM OF 2%. MINOR ADJUSTMENTS TO FINISH GRADES SHALL Bf MAD~ IN THE DIRECTION QI= Tl-I!; FLOW. LOW SPOTS AND POCKETS SHALL BE GRADED TO DRAIN PROPf:RL Y. '9RADING SHAlL Bf DONG WHEN SOIL iS AT OPTIMUM MOISTURE CONTENT FOR WORKING. ROCK AND DrnRIS MORE THAN 1• IN DIAMETER S1-lALL BE REMOVED FROM Tl-IE SITE. c. LAWN BEDS SHALL BE RACKED LIGHTLY TO AN EVEN SURFACE, REM0V!fJG ANY F0RIEGN MATERIALS. CARE SHALL BE TAKEN NOT TO C>IANGE THE DRAINAGE PATTERN, THE LAWN BED SHALL BE INSPECTED BY THE 0WNE/l,S REPRESENTATIVE TO DETERMINE THE SUITABILITY FOR PLANTING PfllOR TO INSTILATION OF SEED or, SOD. 3. THE C0NTl<ACTOI< SHALL SUBMIT TO THE OWNER'S flEPRES,NTATIVE AND THE CITY OF CARLSBAD INSPECTOll H-IE FOLLOWING ITEMS, a. SUBMIT A SAMPLE OF T>IE PROPOSED BARK MULCH. b. SUBMIT A SAMPLE OF THE PROPOSED ROOT BARHIER. 0 5 IO ,- SLOP£ PLANTING 1-U:QUlRGMGNTS SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEflEII" SHALL BE TREATED WITH ONE on MORE OF HIE FOLLOWING PLANTING STANDARDS, STANDA~D •1. covrn CROP/JUTE MESH covrn cr,oP SHALL BE A SEED MIX TYPICALLY MADE UP OF qu1cK GERM!flATING AND FAST COVERING GRASSES, CLOVEllS, AND/On WILD FLOWERS. SUBMIT THE SPECIFIC SEeD MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVEil CROP SHALL BE APPLJJ;D AT A RATE AND MANNER SUFFICIENT TO PRO YID£ 90% COVERAGE WITHIN 30 DAYS. TRff LGGf::ND SYMBOL SIZf 36" Box QTY. BOTANICAL NAME COMMON NAME Existing T ristania conferla Bri.sbane Box 53 Lavrus nobilis 'Saratoga' Sweet Bay TYPE OF JUTE MESH SHALL BE APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMME>IDED BY THE MANUFACTURER. 10 Platanus racemosa California Sycamore JUTE MESH SHALL BE RE9UIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE flEMAINDEfl OF THE YEAR, THE COVER CllOP AND/OR JUTE MESH MAY BE USED. STANDAHD •2 · GHOUND covrn ON£ HUNDRED PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCHLENT SOIL BINDING OIARACTERISTICS (PLANTED Frl0M A MIMIMUM SIZE OF FLAHED MATEJllAL AND SPACED TO PROVIDE FULL covrnAGE WITHIN ONE YEAR). ST AHDARD •3 · LOW SflRUBS OR LOW SPREADING WOODY SHRUBS (PLANTED FH0M MINIMUM OF 2¾" LINERS) SHALL covrn A MINIMUM OF 70% OF THE SLOPE FACE AT MATURE SIZE. STAMDARD •4 · TREES AND/OR LARGE SHRUBS 12TREES AND/OR LARGE SHRUBS Sl·IALL BE (PLANT[D FHOM A MINIMUM OF I GALLON CONTAINERS) AT A MINIMUM RATE OF ONE PLANT pm 200 sqUARE FEET. APPLICATION SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT AND AJlE A ADJACENT TO PUBLIC WALKS OR STREETS RE9UlllE AT MINIMUM STANDAIID •I. SLOPES4 FEET TO 8 FEET IN vrnTICAL HEIGHT IIE9UIRE STANDARDS •1, •2, AND •3. SLOPES IN EXCESS OF 8 FEET IN VEIITICAL HEIGHT REqUIRE STANDARDS •1, •2, •3, AND 114. Groundcover SYMBOL NOTE;, 24" Box SIZf Seed 8 QTY. T ristania conferta Brisbane Box BOTANICAL NA/vi[ COMMON NAME Marathon II E:: Turf I. WHERE tlE;QUIR[D CONTRACTOR SHALL INSTALL L YSIMACI--HA NUMMULARIA !=ROM !=LATS AT 12" O,C, SE::f SHEET LP·4 l=OR GROUNDCOVER PLANTING RE::QUIREMENTS. SHRUB LfGGND SYMBOL SIZE:: QTY. BOTANICAL NAME:: COMMON NAME:: @ 5 Gal. Anigozanthos flavidus 'Regal Claw' Kangaroo Paw ® 5Gal. Bougainvillea 'Crimson Jewel' Bougainvillea @ 5 Gal. Cailiandra haemai:ocephala Pink Powder Puff © 1 Gal. Cistus salvifolius Sageleaf Rockrose @ 5Gal. friobotrya deflexa 'Coppertone ' Bronze Loquat ® 1 Gal. Hemerocallis hybrids 'Lemon Dip' Daylily ® 5Gal. Phormium tenox 'Dork Delight' !=lax @) I Gal. Rhaphiolepis umbellata minor 'Gulf Green' No Common Name ® ·1 Gal. Rosa 'lceborg' White Rose @ 1 Gal. Rosmarinus officinalis 'Lockwood de Forest' Rosemary @) 5 Gal. Rosmarinus officinalis 'Tuscan Blue' @ 1 Gal. Salvia clevelandii 'Allen Chickering' ® 1 Gal. Seslaria autumnalis ® I Gal. Westringia fruticosa CACTUS AND SUCCUL[NTS LfG[ND SYMBOL SIZE QTY, BOT AN I CAL NAME:: 9 15 Gal. Agave attenuatta 'f\lova' *" EE 5Gal. ~cheveria elegans 'l-len and Chicks' ® 1 Gal. Kalanchoe lhyrsiflora '* NOTES: 1. ALL PLANT MATHllAL DfSIGNA TED WITH (**') SHALL Bf PLANTED WITH THE:: CACTUS AND SUCCULENTS BACK !=ILL MIX (Sf:[ PLANTING SPE::Cli=ICATIONS) Rosemary Cleveland Sage Autumn Moor Grass Coast Rosemary COMMON NAME No Common Name Hen and Chicks Paddle Plant APPROVED FOR PLANTING AND IRRIGATION ONLY, l~ICLUDING PRECISE li'lT~GRATION r::::;;;;J ~ ~ PLAN DAT£ I .. OCATION OF PLANTING ~--DESIGN STUDIO 15 Dec 04 Bid Set AREAS RfV SONS 29 Apr DS 2nd Submittal ~ 6 R[;MARKS Standard Multi-Trunk Standard REMARKS REMARKS REMARKS "AS RCE EXP. REVIEWED BY: INSPECTOR SPECll=ICATIONS (Ht. X Width) X'xX' 12' x6' 10' x4' IO'x3' SP[Cll=ICATIONS (Ht. X Width) SP[Cll=ICATIONS (Ht. X Width) ' ' XX X 6" X 6" ]4" X 12" 18" X 12" 12" X 12" 36" x24" 15" X 12" 4" X 6" 36" x24" 15" X 12" 4" x6" 36" x24" 15" X ]2" 4u x6" SPE::Cli=ICATIONS (Ht. X Width) x' xx' 14" X 12" J4" X 12" BUILT" DATE DATE --•-- CITY OF CARLSBAD ~ 7 PLANNING DEPARTMENT . d t e • LANDSCAPE ARCHITECTS 616 South Willowspring Drive E~.dnitas, CA 92D24.41D3 27 June D5 J:inal Submittal /..ANOSCAPF IMPROVEMENT PLANS: --·· --""" --,, -----·--· -·--------- LA COST A GR££NS -OF Gt-.1..1~ 160.633.0056 TENt--JIS F1\CIL.ITY ----. ----------.. ._ -... (:\ ... -------·--. ··-·--·-·----.... f 760,633.0087 APPROVED~ «o ht-( 9-3:J-OS- [iJ www.lNT~GRATION-DE'.SIGN.com ASSIS-TANT PLANNING DIRECTOR DATE OWN BY: PROJECT MO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: PUD 02-12(6) 406-3M REVISION DESCF/IPTIO~I . --. ----------- ENGINEER OF wom OTHER APPROVAL CITY APPROVAL RVWD BY: r-- ' 0.. 20 Project .......... , .............. ,......... 03.D47 ·----------------------------------------~ .....J 5[CTION TRE-ST2 S!;CTION SHB-PLT LEGEND iil LODGE POLE STAKE (SEE PLANTING SPECIFICATIONS). PLACE AT OUTSIDE EDGE OF ROOTBALL. TOP OF STAKE SHALL NOT EXTEND INTO CROWN OF TREE [TI BLACK PLASTIC CINCH-TIES WITH NE TWIST NAIL TO STAKES W/ GALVINIZED ROOFING NAIL. WRAP LOOSfl Y TO TREE [Ij LAYER OF MULC~I (SEE PLANTING SPECIFICATIONS FOR DEPTH) KEEP MULCH 3' AWAY FORM BASE OF TREES 5 GAL.AND SMALLrn,6" AWAY FROM BASE OF TREES 15 GAL. AND LARGER [II llOOTBALL(SEE PLANS FOR CONTAINER SIZJ;) I}] FeRTILIZ£R TABLETS PER SPECIFICATIONS III AMENDED BACKFILL 0 PLACE ROOTBALL ON NATIVE SUBGRADE [i[j WIDTH EQUALS TWICE THE CONTAINER DIAMETER III KEEP CROWN r -2" ABOVE FINISl-l GRADE E21 WATER BASIN (6" HEIGHT) [ill FINIS~! GRADE NOTE, @ IMAGINARY LINE BETWEEN STAKES & TREE SHALL BE PARALLEL TO PREVAILING WIND DIRECTION LEGEND [I] SHRUB -SEE PLANTING LEGEND m KEEP CROWN T' ABOVE FINISH GRA.D~ I}] LAYEil OF MULCH (SEE PLANTING SPECIFICATIONS FOR DEPTH) KEEP MULCH 3" AWAY FROM BASE OF SHRUBS 5 GAL & SMALLER 0 FINISH GRADE l}J AMENDED BACKFILL II] FERTILIZER PACKETS (SEE PLANTING SPECIFICATIONS) III PLACE ROOTBALL ON NATIVE SUBGRADE (SJ;E PLANTING SPECIFICATIONS) [[j WIDTH EQUALS TWICE THE CONTAINefl SIZE (12" MIN. FOR LINERS) 12] CONTAINeR DEPTH (12' MIN. FOR LINEHS) LEGEND ==;;;;..-------➔-~ 12 11 IIJ RUBBER GARDEN HOSE ill 12 GA. GALV. WIRE (NOT TO BE SPLICED) 3/8" OR 5/16' O.D. X /062 WT. POL YETI-IELENE TUBING BY WARD MANUFACTURING (714) 631-5055 rn KEEP CROWN l" -2" ABOVE FINISJ-1 GRADE !]I LAYER OF MULCH (SEE PLANTING SPECIFICATIONS FOR DEPTH) KEEP MULCH 3" AWAY FORM BASE OF TREES 5 GAL. AND SMALLER. 6" AWAY FROM BAS. OF TREES 15 GAL. AND LARGER III ROOTBALL. SEE PLAN FOR CONTAINEil SIZE 1 --=·I' . . _'.' i ,~I I I}) ill FERTILIZJ;R PACKETS PGR cl ccc ----1 -----:111, SPECIFICATIONS '" __l==i11=w--__ ~ - ,n __ ---:frr~1m1 1i dlrr ~~ I I lcccITT3 I . (z] 2· X 4" J< 3'-0' LONG RWD. DeADMEN t"l I i0=ITT 111 1IT=c11 I= \I\.--, 1=111=1 11=1 1=" I ''r,illii,l~filfLirrl1L ;[!]:1:L[l=:gl=llt--1= -~c---lwffl~irw m m AMENDED BACKFILL. llirn[ 11 illml.UmLl1rnillmillmillm~ ~W,, 12] wIDTH EQUALs TwIcE THE m ••• n· -~m~rn-,--m~, CONTAINER DIAMETER SECTION [@J li§j PLACE ROOTBALL ON NATIVE SUBGRADt ~ 'l\D SC AP.,. \) \, :::;:::;:::::::;::.: -111 :!f:><t; '::i,,eehan ,10_ %, ¼ t, ';r;til ,h SJ r ~'1uc, o ~, ;1/dec 05 e~val !lat" ·oF c/\\.1 !]] WATER BASIN (6' HEIGHT) @J FINISH GRADe LANDSCAPE:: ARCl-llTE::CT.S 616 South Willowspring Drive Encinitas, CA 92024.4103 t 7 60.633.0056 f 7 60.633.0087 www.lNT!;GRATION-Dl=SIGN.com Project................................... D3.047 "I I 2 SECTION ROT-BAR PLAN DATE 15 Dec 04 Bid Set REV S ONS 29 Apr 05 2nd Sul;,rnittal; 27 June 05 l=inal Submittal =-~_,-- DATE IMITIAL ENGINEER OF wom LEGEND [}] FINISH GllADE m WATEJ.1 BASIN !II AMENDED BACKFILL MIX AS REQUIRED r_;iJ PLACE ROOTBALL ON NATIVE GRAD!; m ROOT BALL, SEE PLAN FOR CONTA!Nrn S!ZE m MULCH IF REQUIRED. SEE PLANTING SPECIFICATIONS m CURBORPJ\VING !]] FERTILIZErl TABS, SEE PLANTING --INSTRUCTIONS II] ROOT BARRIER W/ GRAVEL BACKFILL, SEE PLANTING SPECIFICATIONS. ROOT BARRIER 51-lALL BE LOCATED PARALLEL TO ALL PAVING SURFACES iI2l AMENDED BACKFILL Ml)( []:I WIDTH EQUALS TWICE HIE CONTAINER DIAMETER - REVISION DESCRIPTION ~~ I ' 7~.l--------' .I\· ;-t \ii---<,!,-', TRIANGULAR PLANT SPACING CHART 11 or-PLANTS= SF/("D") )( "A" SPACING"D" ROW'A' •OF PU\NTS DISTANCE DISTANCE PERS.~. BETWe£N BETWE[;N TRIANGULAR PLANTS ROWS SPACING 6"0.C. 5.20°O.c. 4.6154 6"0.C. 6.93"0.C. 2.5974 10"0.C. 8.66"0.C. 1.6628 12" o.c. I0.40"0.C. 1.1538 15"0.C. 13.oo~o.c. 0.7385 18" o.c 15.60"0.C. 0.5128 24"0.C. 20.80'0.C. 02885 30~0.c. 26.00"0.C. 0.18,16 36" o.c. 30.00'0.C. 0.1333 42'0.C. 36.37"0.C. 0.0943 4'0.C. 3.46'0.C. 0.0123 5'0.C. 4.33'0.C. 0.0462 6'0.C. 520'0.C. 0.0321 a·o.c. 6.95'0.C. 0.0180 I0'0.C. 8.66'0.C. 0.0115 I2'0.C. 10.40'0.C. 0.0080 15'0.C. 13,00'0.C. 0.0051 20'0.C. 17.30' o.c. 0.0029 25'0.C. 21.65' o.c. 0.0018 30'0.C. 26.00'0.C. 0.0013 Sl=IRUB fJLANT SPAC~~ SI-IB-SPA =~ ---. "Ac· . ..:) BUILT" APPROVED FOR PLANTING A~ID IRRIGATION ONLY. INCLUDING PRECISE RCE EXP. LOCATION OF PLANTING HEVIEWED BY: AREAS INSPECTOR -="~-,~--~----- DATE DATE I SHEET I CITY OF CAl=<LSBAD SHEETS 77 27 PLAlmlNG DEPAflTMENT --LANDSCAPE IMPROVEMENT PLANS: ~---···-LA C<JSTA GR~£NS A T~NNlS 1-ACILITV APPflOVED1 ,L, ~u 9-30-0S"' ASSISTANT PLANNING DlflECTOfl DATE ovm BY: PROJECT NO. DRAWING MO. OAfE IMITIAL DATE INITIAL CHl(D BY: Pl.JO OZ.,-IZ 'JC1& ?~ II\ FNWD BY: OTHEll APPROVAL CITY APPROVAL =·-~·· I