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HomeMy WebLinkAboutDWG 342-5L; PRE 95-05; CALLOWAY GOLF - 5928 PASCAL COURT; 01-26DEPARTMENT OF ENVIRONMENTAL HEALTH RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE OTAY WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS B. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 PM. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. 9. BURIAL OF Al_L WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 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 MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND I OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND I OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER 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, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT ALLIE VUCELICH OR GEORGE AQUINO AT (858) 625-2700. OR AFTER HOURS CONTACT ALLIE VUCELICH OR GEORGE AQUINO AT (858) 625-2700. 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 I 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 JS 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. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. I RECYCLED WATER SYSTEM (PRIVATE) 5928 INSPECTION PROCEDURES 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY. B. PIPE IDENTIFICATION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKING, INCLUDING PROPER QUICK COUPLERS. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION THAT WILL COVER A -I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. AS-BUILT PLAN REQUIREMENTS CONTRACTOR SHALL PREPARE AS-BUILT "RECORD DRAWINGS" IN ACCORDANCE WITH SPECIFICATION SECTION 02811, PART 1.09 A, INDICATING ALL CHANGES IN THE WORK WHICH CONSTITUTE DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. THESE DRAWINGS SHALL BE TURNED OVER TO THE LANDSCAPE ARCHITECT AT THE COMPLETION OF THE LANDSCAPE INSTALLATION. FINAL AS-BUILT PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT, BASED ON THE INFORMATION PROVIDED BY THE CONTRACTOR, AND DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. NOTE: FINAL AS-BUILT PL/INS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY PLANNING DEPARTMENT AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED BY THE CITY PRIOR TO SECURITIES RELEASE. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXCERCJSED 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 RESPONIBILITIES 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. FIRM NAME AND ADDRESS: TELEPHONE NUMBER: REGISTRATION NUMBER: EXPIRATION DATE: OWNER NAME AND ADDRESS: TELEPHONE NUMBER: DATE: !lli!f_::; I RIDGE LANDSCAPE ARCHITECTS 8841 RESEARCH DRIVE, SUITE 200 IRVINE, CA 92618 (949) 327-1323 2809 MAY 31, 2015 LBA REALTY 3333 MICHELSON, SUITE. 350 IRVINE, CA 92612 (949) 428-7334 DECLARATION OF WATER EFFICIENCY COMPLIANCE I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATION. I HAVE PREPARED THESE PLANS IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. ,, 1 PASCAL COURT Carlsbad, California SPECIAL NOTES INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMJTTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: (760) 944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602 ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT http :/ /www. cars b a dca . gov/services/ de pa rtm e nts/wate r/Do cu ments/recycle dw a terb a ckflowteste rlist. pdf FOR RECYCLED, OR http;/lwww.carlsbadca.gov/services/departmentslwater/Documents/waterbackflowtesterlist pdf FOR POTABLE, OR CALL (760)438-2722. SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZE 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 THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERS PRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS AND SIDEWAI_KS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR, WITH THE WORDS "WARNING -RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "NO TOME EL AGUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMAMENT AND BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS, 1" HIGH, ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. TYPICAL SIGNS WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER S AFTER CONTACTING NOS DESPUES DE USAR In Order to Conserve Water ... RECYCLED WATER IN USE DO NOT ® NO TOME DRINK EL AGUA WASH HANDS A'TER CONTACTING U,.VESE SUS MANOS DESPUES DE USAR 12' X 36" SIZE 1" BLACK LETTERS 2" BLACK LETTERS 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS [b N PROJECT MAP SCALE: 1· = 50' EB --PROJECT SITE EXISTING CROSSOVER OF RCW AND PW MAIN, SLEEVED PER NOTE 16 THIS SHEET PW P.O.C, TD BLDG. I I I L Ii\ SHEET INDEX i;:,u :i: T .TITL..F RECYCLED WATER I TITLE SHEET PROJECT MAP LEGEND I Al t'LAI\J'S -------- IRRIGATION DETAILS SYMBOL DESCRIPTION IRRIGA TJON LEGEND/ NOTES IRRIGATION SPECIFICATIONS -----PW----EXISTING POTABLE WATER SYSTEM PLANTING PLANS PLANTING DETAILS PLANTING LEGEND/ NOTES • ----•RW-----(EXISTING) IRRIGATION SYSTEM MAINLINE 01 Al\ ,,.. .. -- LANDSCAPE DEMOLITION PLAN (NEW SHEET) •••••••••••••••RW••••••••••·••• PROPOSED IRRIGATION SYSTEM MAINLINE I CONSTRUCTION PLAN (NEW SHEET) fft,'C~{{({{{((fr((f{% CONSTRUCTION PLAN ENL. (NEW SHEET) AREA OF RECYCLED WATER USE CONSTRUCTION DETAILS /NEW SHEETS) IRRIGATION PLAN (NEW SHEET) $----■ LOCATION OF (EXISTING) RECYCLED WATER IRRIGATION LEGEND I NOTES (NEW SHEET) -IRRIGATION METER IRRIGATION DETAILS (NEW SHEETS) PLANTING PLAN (NEW SHEET) * (EXISTING) "DO NOT DRINK" SIGN LOCATIONS CONCRETE SPECS I PLANTING NOTES (NEW) &----©----LOCATION OF (EXISTING) POTABLE WATER -BUILDING METER I 0 C\I en a: ..J . " " K 1 ,!. -J -- 4 5 6-7 8-9 10 11 12-1_'.l_ ,,.-.,. 14 15 16 17 -18 19 20 21 -24 25 26 -- liiE LOCATION OF (EXISTING) R/P BACKFLOW DEVICE APPROVED FOR PLANTING AND JDCAI LOCATION OF (EXISTING) DETECTOR CHECK ASSEMBLY IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD Pl.ANNINO DIVISION CARLSBAD MUNICIPAL WATER DISTRICT f~C Q), ~tl~ 12 -10 -r;:, WILLIAM E. PLUMMER, DEPUTY CITY ENGINEER DATE R.C.E 28176 EXP COUNTY OF SAN DIEGO Department oi Environmental Health -Land Use Division ------?".' /2--/u -13 GLENN LEEKS DATE Environmental Land Use Specialist Ill Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego C~lifornia 92130 (858)793-4777 Fax 1858)793-4787 R I D G E LANDSCAPE ARCH! T ECTS 8841 Research Drive Suite 200 Irvine, CA 92616 Tel 949 3B7 1323 www ,ridgela,com DATE L.A. EXP. REVIEWED BY: DATE BY INSPECTOR IONCH NG , TION CHANGE ..._,...._,.'-'-'-'-'-'-_,.. DESCRIPTION APP'D REVISIONS RECYCLED WATER TITLE SHEET 5928 PASCAL COURT CARLSBAD, CALIFORNIA 92008 APPROVED ,~_;_, l:r-~l....,:fr: /Z-1-Z-·t ~ PLANNING DATE OWN BY LA PROJECT NO. DRAWING! NO. CHKD llY RS FIELD BY PRE 95-05 342-5L I • f' OC. -1" METER W!TH 1" R.EDUCE F'RESSLJJ?,E f:>ACKfLOW PR.~VE'.NlER AND 1" F'RES:,LRE REGULATOR .. SY~>TEM DEc:',IGNED TO 35 GPM'c:', Ar GO r"SL STA T!C F'REE,SUKE -105 r'SI. SET f"'<'J:SSJRE REGJL.ATOR TO rd) PSI. \ .. _ ...... , --"I". ' I MAINLIN':: le:, SHOVv'N ;N R.O.W. FOR-·----_-_-_-_ ---_ -_+-+.,-----,,;--._\-=>--.,,c:-- CL/,RITY. LOCATE ALL M/\!NLINE - Al~D IRRIGATION EOUIF'MENT WITHII\ f'ROJECT F'ROFERTY LII\E AND OUT OF R.O.W. AND COM!viQt\_ AJ;:,E,A:;:,. 30 :",T/\TION CONH'.OLLElc, ------.. CONNECT VALVE TO EXiSTING BUBBL.ER HE1\D SYSTEM A.T PI\RKING LOT ISL.AND. ADD ADDITIONAL SLEEVING. FITTINGS. Li\ TER;\L LINES, ETC. AS NECEf.•:~ARY FOR CONNECTION. CONNECT V/,LVE TO EXISlit~G SF'R1\Y HE,\D SYSTE~~ AT P/,RKING l.Ol ISLI\ND ADD ADDITONAL SLE:E:VING, FIT-INGS, LATERAL. Ll:~E::i. ETC. AS NE:CESSARY FOR CONNECTION. COf\NECT VA,LVE TO EXISTING SF'RAY HEAD SYSTEM AT PER.METER PLANTI\G AREA SOUTH OF P/,RK!NG LOT. !,DD ADDITIONAL SLEEl/'NG. FITTINGS. I_ATER1\L LINES, ETC. AS NECES::,ARY FOR CONNECTiOI\. " \ . l I I I I \ i l) 3. \ j u, .. ~ ~:;-1 -~ 't I ·g~:x, \ I ~ .J ADO NEW HEA~S IN NEW~LANTER. MATCH EXIST! G MANUFACTURER, POP-UP HEAD YPE, SPACING, GPM'S AND PR!ESSURE AT HEAD. CONNECT TO ifXISTING IRRIGATION SYSTEM ADJUST HEADS AS NECESSARY TO PROVIDE HEAD TO HEAD COVERAGE. AVOID OVERSPRAY ONTO WALKS AND PARKING LOT. / ' • ' ' 1. " ' -- ..,.,,-, • 1r_;. -- ----j____ F'ROTECT N PLACE EXISTING IRRIGATION SYSTE~~ (TO 10' FR0tv1 BACK OF CURB). s " CONNECT VI\I.VE::> TO EXl:'°!TING Sf'R.AY HE1\D ~";'(::,rEfv1 A f F'Efl~E;-ER !":.ANTING AREA EAST ----------'---\--:::::::=-"-----~1 or "1\f•iKING 1-or. 1\DD /\DD1r 1 0NAL ~:il.EEVINC:,. FITTINGS, LATERAL LINE:o, ETC. Af.', NECESS/\f:'.Y .FOR CON\JECr!O\J /' • ' ·- '. -, .. -~;:,, ·l~ • •· 1u._,..,, .. ,vl/lr-....7;.:; .J ",EE • "'-" C',('/\l E D·fC'A•'. '!G (IC 1-11· • FOR E\Jl.Af<GEMfJ~T Of" THIS AREA. 6 111 13 r ◊~ .... ,r- ~ . .... . . ~~ I ' ' CUT & CAP EXISTING LATERAL LINE. ' ' " 'f ,· I :1 // ,, ,_ T I, I \ \ 25 l"U. r., ·~ ~~. f'2. \ , ; ', Ill II \ fo'i"-' 1,£' I~ f rU,< fN'f I l))V f'-A,J I ~ ~ 1'1 . L------------___........-·& SEE ShT. 4 FOR RR 1 GA TION DETAiLS SEE SHT. 5 FOR IRRIGATION LEGEND/ NOTES SEE SHTS. <;,, 7 FOR :RRIGATION SPECIFIC/\TIONS VAN DYK[ &.ASS()CIATFS ~ 0 5' 10· 20' 40' 80' ~~--·~ \l'l'RC)Vl:u l·C)R l'L/\NTIN(; /\NI) IRI~IC;/\fl(JN CJNI.Y, INCLUDINC; l'RFC.'1:-iF I.( )C/\Tlt )I\: ( )J: l'L/\1\!TIN(; /\l~l,./\S. .. ,.,I.."-·----+---+-- '.< _:,: ,, ,).·, ORIGINAL SCALE: 1" ~ 20'-0" RCE __ _ f xP REVIEWED BY: BLUE BUILDING PHASE 1 5928 PASCAL COURT -->----+--------------+---+---+-----+-----1 !_APPROVED _z_ -·•.,(t b ifz_rv-(,. 30~15 -- ASSISI N, · ', ,\/ J>. ~G DIRECT 11, o-----co~, ~~ +=IN=ITIAL-,--1---~. --------~, ---+---+---+-~--<----ii r h'; /j) --~ •c DATE INITIAL DATE INITI/\l CHKO SY: ENG1NEER Of' WORK REVISION DESCRIPTlON Q,lj[R Af'PROY.l,I,_ CITY APPfWV/\l RVWO BY: . __ ,,._ ,. ~ DRA'MNG NG j[?4Z-.5L, -====~____'::_ ______ '--' • " . ,, .. ,-~-" SEE 20 SCALE DRAWING (SHT. 2,_ FOR CONTiNUATION OF MAINLINE. i I I " I I I \ ' \\ \ I \ ·, \\ ' \ '· '•,,, / . ',, ';', I} • I 1/ ,• l / I I . ,---. \ / I DAT( INITI,A,l C,TY APPROV"l. VAN lJYJ<.l &ASSOCJATES REv1El'IED BY· BLUE BUILDI\JC PHASE 1 5928 PASCAi_ COURT ,11 ,t•,j1' .\ I,''·•• ,, '•1 11,),,,) • • ·- N,OTES: I . TI-l£R£ $Hltl 0C NJ f1nw:,s (1l ~ 10 O'Tl-OI FAOUT1£S OCl'M:£N TI-£ ME1ER tiJ-0 BtO;AJ),¥ ASSEMBl'f. ft 2. BIOil.l),V Fff'Vf_Mffi MAY i'£lT E£ 11'61"1\UB) N Fl.BX R!Gl-<T-CF-WAY. 3. COorRIXT 2' HIQ-1 fBAINffi WALL er; 3 SQ.S CF ~ PR£\IENT£R 'M-0-I ~ ~ 41 01 Gt£ATER Sl.Cff. CPEN DO S1-W..L 9f: AT ~•-A..L SlD£ Ct= Stf.ff:_ FfOJa: 2 ~ill... CLEARAN:::£ 8f.:rwE£:N Yw'\/.L. AW M:KFl1)w PRtVENTER. 4. 00 ~ INSTtU IN tJF£A. $U8JECT TO FLCO)NG. • f'RB:£,1~ 'W.ll,A1Gf2. l\-6Tf"c L ft:f-M,41Ul'5. f«CM, 4 3 ~IN. 36"MAX. 'MAX. 7l-..... M R _RESF'Cffil8fUD - TO 0C r-.$TALL£D P..IDJO.NT TO t.Ul(:IPAL co::( fa)< 14 00.00, '10)-SEC S a TI Tl.£ 17 Of TiiE CALI FORNI A ADM IN ISTRAilVE: CCCI.::. I Ir-rm tlE'. I I~ I,::_, /CN((j I 2 ~ .. " -~--{ CJ ' ' i I~ > ~ M. ~ ;.,, ,~ ~-"', !~g ~ • ~.H """ , 1 FITTIM~·s 1 C. s N ~ ~:..i - . w !,SSJ ~n,_M Y. -·-·-I "Ill I ... ,. -, _,...rr... -, R--f ~ .. "" -- I --- ' --~ ft\ fEDLJCE PRES5UR.E- \J_) BACt<-fLON PRNE:i\JTEFZ t3 w n. Cl) w w Cl) ,-~----1" MIN. -2" MAX. FROM FACE OF FIXED iMPROVEMENT$_ ...-;--·•---· '·, ,., •,,. .... -POP-UP IRRIGATION HEA~!/ft, -· ,, ~•"f ··\.'.0, (SEE IRRIGATIO\J LEGEND) .• __ , . ___ .. · . ,' ---' ' I ,---1/2 INCH IN LAWN AREA$ 2 INCHES IN SHRUB AREAS ,--FINISH GRADE ~ SCH. -40 P.V.C ELLS (TYP.) \ ---THREADED SCH. 80 \ P.V.C. NIPPLE (TYP.) \ PVC. LATERAL ~--P.V.C. ELL OR TEE @-foP UP HEAD T l(il;l'I l'IEPROGR,\PH!C.S 5' MIN, 12" /•!,AX fl~C)IA --, f'ACEOFFIXEO IMPF!OVEMU~TS ~-HOSE BIBB W/SWIVEL ON COUPLER KEY (2 PER QUICK COUPLER) -.i'--------~..i-cf.. , :i' :.:----;-~ ~ ~ u' I 1--\.' .------1 I .----QUICK COUPLE~Yf.LVE · ·· W/LOCKING TOP{f;~:P:, .-.:) (VINYL COVERED IN . . A LAWN AREAS). '- FINISH GR.----FLUSH IN LAWN j 2" IN GROUNDCOVER ,.,.,.,..,.,. ,.,..,.,.,.,. ... ····-··· ,. " ,. ~ ,. ,. ,. ,.. . ~ ~ ,. .,. .,. ,. ,. "' ,. ,. . . ,. ,. " " U) (_) :r cf) liJ w ,.,.,.,.,.,.. , A -,. ft ft A ........... • ft " " .... " .. . ... . .. . , ' ..... ,. ..... " -·-----............. .----CNE CU FT. CONCRETE ft ....... - ..... ,0 .. • • A ,,.,_,.,. .... ,. ......... ........ " .. ,. .. .. .... -......... " . ,. " ,. .. .......... ~ ... ·,.• ......................... -_ ... ....... ,. AS BASE. (MIN) SJ-' ?..o cf) " ...... " " ~ .. ,. ,. , ... .. ~ ......... ~ " " " ...... ,.. A ft A ..... " " ............. " .. " .. " .. , (LENGHT AS REQUll~ED) ___bJ~---~ THREADED BRASS PVC NIPPLE ~ r-''--#'---r-----..----.rr-"" RISER. :::::.-~----95% COMPACTED SOIL L--' "------BRASS ELL , '----SHORT BF.ASS NIPPLE '-----FEMALE ADAPTER '----------PVC TEE OR ELL@ MAit~ LINE @ QUICt::: COUFLEf( 20 Mesh 0011:e-shopcd ~i -~ S~reen Protector 1 ·-,-1-e Gouge \~ite iie Cown L ____ .J ~-Roin Sensor r-~ -7 I I I I I ~==:i::c:_-Solven1 Cemon1 per [J,~-+'"'-' Special Provisions P\'C Adopters cs reQui red --3/4" l'VC Hipp:e (Sch 80) ~ , __ 4-,...._ ?'IC El I (Sci, BO) t.nNTROLLER IJOUIHEO iAIN SENSOR UNI\ ,-------AUTOMATIC IRRIGATION CONTAO!.l.ER. 1-----FACE TOWARD WALK, STREET, ETC. 6" [TYP.AU. SIDES) SLOPE -----, AWAY FHOM f'FDf:STAL --------PEDESTAL FIN. GI!. ~--ANCHOR BOLTS '------CONTf10L WIRES G0NTROL-L.ER-fE"bEST;t\L MOUNT ___ J___ ---------------------- WA TERPRCX)F EPOXY CONNECTORS EOGE OF FIXED ~-··· IMPROVEMENTS WRAP W/#15 FELT -----::.:: PRIOR TO BACKFILLING ,. ...... '·•.:,-,.,.. - ,-------VALVE BOX W/LOCKABLE; /~!-'"'-~-"') , COVER MARKED "RCV" ~--FLUSH IN LAWN 2" IN GROUNDCOVER ,lll"=Httt----REMOTE CONTROL VAL VE iELECTR!C GLOBE VAL VE WiFLOW CONTROL) TAPE WIRES TO-----~ ,--~------P.V.C. SCH. 40 UNION PVC SCH 40 ADAPTER. PVC SCH40 UNION. 2" IN SHRUBS, FLUSH IN PAVED AREAS. FINISH GRADE. PVC SCH 80 NIPPLES. PIPE AT 10' O.C. FLOW .. jJl-llL....___~.?,r::::::::~(E~,-1~-dr--(fg~~~r11~~~~1i~~~J; ~i~~~6~ 1. l FULL PORT BALL VALVE .. , . /'(\ PVC FEMALE COUPLING (SXT) PVC SCH 80 NIPPLE -----' 18" LONG MIN. -----~ EXPANSION LOOPS. 1 CU. FT. PEA GRAVEL---✓ SUMP PVC PIPE ~-PVC FEMALE COUPLING -~ PVC SCH. 80 NIPPLE '---RWD SUPPORT (4-MIN , SET ON UNDISTURBED OR ON 95% COMPACTED SOIL. ----2" MIN., S"MAX CLEARANCE. ® f<EMOTE cot,J"G'<OL-V,ALVS 3 ----------~- ....---SIDEWALK -MET£A BOX WIMETER CURB--~ 1Z-MINIMUM J RECLAIMED WATE!iJRA/GA110N MAINI./NE WISLEEVE -~ NOTE: VE'RnCAr;.. CLE.AP.ANCE OF 1:r MINIMUM IS MNvOATOFIY Wf-lEN CAOSSING PA1H OF A i"C)rA8LE WATER UNE. INSTAUATION OF RECLAIMED WA/ER Jf;IRK',AT'CN MAIM.IN£ 24" FROM FACE OF $/DEWALK WllL PROVIDE '/'HE NECESSARY ro· HORIZONTAL CL EAAANCE FROM P01A$L£ MAINLINE IN '/'HE STREET. (J) fDT,AoLE SERVICE: LINE" 71-------C~DSSING STREET SURFACE ----, POTABLE MAINLINE 3 5 FEET (SEE IMPROVEMENT ORAWINGSJ7 , ~---• ' • cc~~-•~,'---------, 7 12· MINIMUM FIEOU/F.ED VEFITICAL SEP1RATION1 -(- SLEEVE BE:CLA!MED v'✓A7"ER !FiFilGATION MAiNL!NE J / :\/CTE: ALL PEClAJMC:.OWA';"E,9 IRR.IGATfON ?J?E AND SLEEVES SNALL 8~ PUHPL~ AND LAB£!,E;;) AS SPEC!FIEO IN; $TAN0Mi0 S?cC:FICATICNS FOR PRIVAr:c IRRIGATION SYSTEMS" 'CARLSBAD REC"AMATICN .'JULES ANO REGUU.T/CNS FCR CCNSTRIJCTION CF RECLAIME;O WA TcR MAINS" /XT, 1 /-1'';?, @ fbTABL-E' C~II\IG APPROVED FOR PLANTING AND IRRIGATIC)N ONLY, INCLUl)lNG PRECISE LOCATION OF PLANTING AREAS. BRICK BASE FOR VALVE BOX. 1 CU. FT. PEA GRAVEL SUMP . Putz.--'26YtM ruuprr1(l-,,J 1)€TA1 t..l, ~ ~,S" ;i..../ -~1 ,v'"';PE--1~--- r ' ;is G, an " '1 NO, ----it °''0-po .,_i \ >j-(' . 'U l ' Or Cl . :,..,_._ . .....::/. . -·--·· VAN DYKE &.ASSOCIATES Landscape Archilnclute 21'11 Fourth AvMLJO Plann!i,9 San Ologo, CA 92,03 Urban Desiga 619 294--8484 "AS BUILT" RCE ___ EXP. ~~~-DATE REVIEWED BY: INSPECTOR DATE ~ c1TrLAN~lrG D~P¾J;~f AD t---f---+----~~-----,------'---+---+--+----1--~ lt.-·,z--,.,_ t,,t,, t-----1---t----------------+---+----l---+----1 !IRRIGATION DETAILS t----,--+-------------l--------+--+---+--~11 DA Tr INITIAL DA TE INITIAL DA TE INIT1Al. (NCINEER OF WOf<K RE'v1SION DESCRIPTION OWER APPROVAL ClTY APPROVAi. BLUE BUILDING -PHASE 1 5928 PASCAL COURT ASSISTA1'T PLANNING DIRECTOR OWN BY: -···--PROJECT NO. CHKD BY: ---- RVWD SY: DRA\'ilNG NO. 54-2·3- C.M.W.D. JOB NO. '45,·'20"'/ IRRIGATION NOTES: 1. THE BASE SITE PLAN AND SURVEY WAS PREPARED BY HUNSAKER AND ASSOCIATES, ENGINEERS . 2. IN ADDITION TO THE ATTACHED DETAILS AND SPECIFICATIONS, REFER TO THE CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS; PART 111-PRIVATE SYSTEM, PAGES 72 THROUGH 86, PREPARED BY THE CARLSBAD MUNICIPAL WATER DISTRICT, OCTOBER 1993. 3. THIS IRRIGATION SYSTEM HAS BEEN DESIGNED BASED ON A STATIC WATER PRESSURE OF 105 PSI, PROVIDED BY THE CARLSBAD MUNICIPAL WATER DISTRICT THE IRRIGATION CONTRACTOR SHALL FIELD VERIFY THE STATIC WATER PRESSURE AT THE POINT OF CONNECTION PRIOR TO ORDERING MATERIAL OR STARTING CONSTRUCTION OF THE IRRIGATION SYSTEM, AND SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY IN STATIC WATER PRESSURE. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, THE CONTRACTOR WILL ASSUME FULL RESPONSIBILITY FOR ANY ALTERATIONS DIRECTED BY THE LANDSCAPE ARCHITECT. 4. THIS IRRIGATION SYSTEM HAS BEEN DESIGNED FOR CONVERSION TO RECLAIMED WATER. THE IRRIGATED AR!;A~R THE RECLAIMED WATER IRRIGATION SYSTE:J,1./S APPROXIMATELY,.:;14:~SQUARUEET AND HAS A PEAK DEMAND OF.if; f,PM'S WHICH IS EQUIVALENT T<:{I ~(ICRE FEET OF WATER NEEDED i"'OR IRRIGATION. ,1;'(;-. _., 5. THE CONTRACTOR SHALL COORDINATE IRRIGATION SYSTEM 1RENCHING AND CONSTRUCTION WITH ALL OTHER UTILITY INSTALLATIONS. 6 IRRIGATION PLANS ARE DIAGRAMMATIC. 7. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED. 8. THE CONTRACTOR IS RESPONSIBLE TO SET THE ADJUSTABLE PART- CIRCLE SPRINKLERS AND INSTALL THE PROPER NOZZLE ARC IN THE --~ SHRUB AREAS. . ,. \• N'I-,. 9. INSTALL RAINBIRD XERI-BUG PRESSURE COMPENSATING EMITTER/P ,,,,,, ]_\. r-THE-F,OLLOWING SCHEDULE: -, PLAN~' ;izc EMITTEl'l , , EMITTER fiUANTIT,-/ / ·' 1 GALLON -• .____,_____ XB-05 1 EA"/ ., ' 5 GALLON -~XB-05 2 !,:~~ 1 5 GALLON -05 ,,,<{EACH 24" BOX XB· / 4 EACH (CAP 2) 36" BOX · 48" BOX XB· 10 -...,,, / 6 EACH 54" BOX· 72" BOX XB-10 '"-. // 8 EACH (CAP 2) 84"BOX · 108'" BOX XB-1 0 /-:..,___ 12 EACH EMITTERS SHALL BE INSTALLWABOVE G™nE, EQUAL DISTANCE AROUND THE CIRCUMF~R CE OF THE PU\NT'500T-BALL AND ALL PIPING SHALL BE THOR GHL Y FLUSHED PRIOITT EMITTER INSTALLATION. SEE.fa TAILS. THE CONTRACTOR I SPONSIBLE FOR ANY NECESSARY.,,P[USHING OF THE DRIP SYSTEM OU G THE SPECIFIED M~TENANCE PERIOD, AND JS RESPONSIBLE REPLACEMftNT OF ANY PLANT MATERIAL WHICH DIES DURIN .:C.HE MAINTE_,NA"NCE PERIOD THAT IS THE RESULT OF UNFLUSHED DRlf>-, TUBl_l:,JG. DRIP VALVES SHALL RUN IN CONJUNCTION WITH. BUT ON '"-. ') -~~~~~~fiA61?~_RAMS, FROM OTHER VALVES OPERATING ROTO~_S A~,,, ., , ........ 10. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF PROPOSED SLEEVES \\IITH THE CONSTRUCTION OF CONCRETE FLATWORK AND ASPHALT PAVING. ALL SLEEVING SHALL BE INSTALLED BY THE IRRIGATION CONTRACTOR UNLESS OTHERWISE NOTED. INSTALL SLEEVING BASED ON THE FOLLOWING SLEEVE SIZING SCHEDULE: Efl..SIZE OR WIRE OUANYl,Y: 3/4" LATERAL 1" LATERAL 1 114" LATERAL 1 1 /2" LATERAL 2" LATERAL 2 112" LATERAL 3" LATERAL 1 -20 CONTROL WIRES 21-40 CONTROL WIRES 41-60 CONTROL WIRES REOUJRi=D Sl,EEVE (Sl:. (1) 2" SCH 40 PVC' ( 1) 2" SCH 40 PVC ' (1) 2112" SCH 40 PVC• (1) 3" SCH 40 PVC' (1) 4" SCH 40 PVC• (1) 6" SCrl 40 PVC• (1) 6" SCH 40 PVC' (1) 2" SCH 40 PVC' (2) 2" SCH 40 PVC ' (3) 2" SCH 40 PVC • • SCH 80 UNDER VEHICLE PAVING, SCH 40 UNDER PEDESTRIAN PAVING 11. CONTRACTOR SHALL COORDINATE AND FIELD VERIFY LOCATIONS OF TURF AREAS AND SHRUB BEDS TO ENSURE THE PROPER ALIGNMENT OF MOW STRIPS AND APPROPRIATE IRRIGATION HEADS OR DRIP SYSTEMS. 12. THE INSTALLATION OF THE IRRIGATION SYSTEM SHALL CONFORM TO THE REGULATIONS FOR THE CONSTRUCTION OF IRRIGATION WATER SYSTEMS WITHIN THE "CMWD" (CARLSBAD MUNICIPAL WATER DISTRICT) ANO THE ACCOMPANYING PLANS AND SPECIFICATIONS. 13. ALL PRIVATE, CONSTANT PRESSURE, RECLAIMED WATER, MAINLINE INSTALLED ON 1HIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH THE "CMWD'S" REGULATIONS ANO THE IRRIGATION SPECIFICATIONS (WARNING TAPES ALSO REQUIRED) 14. CONSTANT PRESc,URl: & NON-PRESSURE. RECLAIMED WATER, PIPING SHALL BE "ALERTLINE" VIOLET COLORED PVC AS MANUFACTURED BY BROWNLINE, INC. OR APPROVED EQUAL 15. MARKING ON THE PURPLE COLORED PVC PIPE SHALL INCLUDE THE FOLLOWING: ALERTLINE. CAU'T'ION RECLAIMED WATER, NOMINAL PIPE SIZE PVC-112C PRESSURE RATING IN POUNDS PER SOUAR!c INCH AT 73 DEGREES. ASTM DESIGNATIONS SUCH AS 1785, 2241, 2672, 3139. PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF THE PIPE. 16. WARNING TAPES SHALL BE USED ON ALL CONSTANT PRESSURE, MAIN LINE PIPING CARRYING POTABLE WATER AND RECLAIMED WATER. 17. WARNING TAPE FOR RECLAIMED WATER PRESSURE SUPPLY LINE. THE PLASTIC WARNING TAPE SHALL BE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS, "CAUTION; RECLAIMED WATER l lNE Bf LOW", THE OVERALL WIDTH SHALL BE 3 INCHES. 1 IGE:11' AE PROGR4PHICS WARNING (CAUTION) TAPE SHALL BE AS MANUFACTURED BY THOR ENTERPRISES. INC. P 0. BOX 450, SUN PRAIRIE, WISCONSIN, 53590, (PHONE: (608) 837-7197) . WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. 18 . 6~~i~~~g~~~,~~f~+~~-~i~~~¥~~1g~~L(~~9)~~~~~?0;~~~ ~~: ~~i~ 19. AS-BUILT DRAWINGS OF 1,JJ~.$.PRlr-J_)<:_LEJ:l_§)'.STEM MUST BE SUBMITTED AND APPROVED BY TI-IE,,1.-A,•:;;s 1"-l':-~~!QR..: PRIOR TO FINAL ACCE;PTANCE OF THE PROJE:c-r··FAILURE TO PROVIDE THE DRAWINGS MAY RESULT IN TH~ EQ~FflTJJB.E OET.H.EQDN.TI3/ICI9.B'.S....SJ.A.N0_£l00.-----·-. RETENTION FEES.,'/"<[.>';:,. fF:C.--1~~:T 7C 1-.,,,.c,:;:-;..1,1 OF o,;.._-,-e:,,-·:::, tt(:J.;;:<)i!'1 T .. ,.c ,'.)(' ~er-~-·-_.TCP"7 N·.• t';-iJl'.:f it--ll=Of<.~,V,.-nct,, ,. -.. -. .. ·- 20. ALL PRESSURE MAIN LINE PIPING FROt-.1 THE RECLAIMEb WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10 FEET MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RE:CLAIMED AND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, THE RECLAIMED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN A CLASS 200 "ALERTLINE" PURPLE COLORED PVC SLEE:VE WHICH EXTENDS A MINIMUM OF 10 FEET ON EITHER SIDE OF THE POTABLE WATER PIPING AND PROVIDE A MINIMUM VERTICAL CLEARANCE OF 12 INCHES. CONVENTIONAL (WHITE} PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITH 3 INCH WIDE RED \NARNING TAPE WHICH READS "CAUTION RECLAIMED WATER". 21. ALL RECLAIMED WAlER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDEr~TIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4", PURPl,.E IN COLOR WITH THE WORDS. "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO IMPURA · NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES, 1207 WEST STRUCK AVENUE, SUITE "E". ORANGE, CA 92667 (714) 771-4142. 8. ONE ,AG SHALL BE ATTACHED TO EACH VALVE PER ONE OF THE FOLLOWrNG: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE· WRAP. 2 .. ATTACH TO SOLENOID WIRE DIRECTLY ORVVITH PLASTIC TIE• WRAP, 3, ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT 22. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL TO THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, STREETS AND SIDEWALK 23 REFER TO THE IRRIGATION SPECIFICATIONS FOR A DETAILED DESCRIPTION OF ALL IRRIGATION SYSTEM SITE OBSERVATION REQUIREMENTS. FAILURE TO CALL FOR THE REQUIRED SITE OBSERVATIONS MAY RESULT IN FORFEITURE OF THE CONTRACTOR'S STANDARD RETENTION FEES. 24. FAil.URE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES PUTS YOUR SYSTEM IN VIOLATION OF THE DISTRICT'S RULES AND FlEGULATIONS ANO WILL RESULT IN TERMINATION OF SERVICE UNTIL cor-1RECTIVE STEPS HAVE BEEN TAKEN. 25. THE CONTRACl"OR MUST NOTIFY THE CITY PLAN CHECK CONSULTANT (619-438-1161 EXT. 4221) 72 HOURS (THREE WORKING DAYS), PRIOR TO STARTING CONSTRUCTION 26. Tl-IE LANDSCAPE OR IRFllGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE APPROPRIATE WATER DISTRICT. 27. ALL REDUCED PRESSURE BACKFLOW PREVENTER$ SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL 438-2722 EXT. 152 FOR A LIST OF CITY APPROVED CERTIFIED TESTERS. DEVELOPER/ OWNER IS RESPONSIBLE FOR SUPPL YING A COPY OF THE TEST RESULTS TO THE CITY WATER DISTRICT, 5950 EL CAMINO REAL. 28. OWNER SHALL PROVIDE A 6" CONCRETE MOW STRIP BETWEEN MOWED TURF AND GROUNDCOVER, AND 8" CONCRETE MOW STRIP BETWEEN MOWED TURF ANO WALLS. INSTALL PER S.D.R.S. DWG. L-3. 29. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING BUILDING AND PLUMBING PERMITS PRIOR TO COMMENCING WALL CONSTRUCTION AND IRRIGATION INSTALLATION, RESPECT!VEL Y. ,_ IRRIGATION SCHEDULE: SYMBOL: (j) © @ © @ ® Q) @ @) @) ® ® @ ® @ @ @ ® ® @) MANUFACTURER; RAINBIRO RAl~JBIRD RAINBIRD RAINBIRD RAl!--:BIRD RAINBIRD RAINBIRD RAINSIRD RAINBIRD RAINBIRD RAINBIRD AAIN81RD RAINBIRD RAINBIRD FIAINBIRD RAINBIAD RAINBIRO RAINBIRD RAINBIRD RAINBIRD RAINBIAD KBI AAINBIRD IRRITROL MC PLUS WILKINS WILKINS Pc.A SPECIFICATIONS PER SPECIFICATIONS ··-·· PSI RAO GPM 30 12' 2.6 30 ,2· 1.95 30 12· 1 .74 30 12• 1.3 30 12· 087 30 12· 0.65 30 12' 2.6 30 12' 1.95 30 12' 1.74 30 12· 1.3 30 12' 0.87 30 12· 0.65 30 4' > 30' 1 .21 30 4' )( i5' 061 30 10' 0.79 30 10' 0.39 30 5' 1 30 5' 05 30 s· 05 30 1 MOOEL# O!aSCRIPTION, 1804-SAM-12 F TURF POP-UP HEAD• 1804-SAM-12 TO TURF POP-UP HEAD' 1B04-SAM-12 TT TURF POP-UP HEAD' 1804-SAM-12 H TURF POP-UP HEAD' 1804-SAM-12 T TURF POP-UP HEAD ' 1804-SAM-12 0 TURF POP-UP HEAD' 1806-SAM-12 F SHRUB POP-UP• 1806-SAM-12 TO SHRUB POP-UP' 1806-SAM-12 TT SHAUB POP-UP• 1806-SAM-12 H SHRUB POP-UP ' 1806-SAM-12 T SHRUB POP-UP ' 1805-SAM-12 0 SHRUB POP-UP ' 1806-SAM-15 SST SHRUB POP-UP' 1806-SAM-15 EST SHRUB POP-UP ' 7806-SAM-SH-Fl T SHRUB POP-UP • 1806-SAM-80-FL l SHRUB POP-UP ' 1806-SAM-5H-B STREAM BUBBLER' 1806-SAM-150-B STREAM BUBBLER• 1806·SAM· 7 5CST · B STREAI/. BJBBLER' 7404 TREE BUBBLER (ON RISER) • USE PRESSURE COMPENSATING SCREENS AS NECESSARY TO REDUCE RADIUS. PES-B-PAS-B DETAIL NO.: ,-·----···· _, E!.ECTAIC CONTROL VALVE (SEE f'LA_N_f_<;Jfl.SlZ¼) \,1/>--·; i'='" '41, VE 44 DNP 575 . ,_ ''. . . •. ___ ./ BALL VALVE (SAME SIZE AS PRESSURE SUPPLY LINE) QUICK COUPLER WITH LOCKING WARNING COVER FCR RECLAIMED WATER. PEDESTAL MOUNT CONTROLLER [INSTALL WITH WATER CONSERVAliON SYSTEMS 'FiAINGUARO' AUTOMATIC RAIN SHUT OFF DEVICE:. BACKFLOW PREVENTION DEVICE 500 SERIES PRESSURE REGULATOR(:") TYPE 'K' COPPER SERVICE LINE -PIPE BETWEEN METER & BACKFLOW PREVENTER. PVC SCH 40. CL 315 PRESSURE SUPPLY LINE -ALERTLINE PVC CL 200 BE SCH 40, SCH 80 i1 112· & UNDER· SCH 40. 2" & OVER -CL 315) LATERAL LINE PURPLE ALERTLINE IRRIGATION SLEEVE (PVC SCH 40 OR SCH 80) SEE IRRIGATION NOTE #10 .---------· ... _,. __ , ··--·------STATION NUMBER ::l~---------_,. ____ ----------GALLONS PER MINUTE ~ Ir·-- TREE BJJ8BLEK DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION . T ft-,c, µ?,/11-a rµ,.r,pnt ~ I l£'P"'~ I N t, 1€f, -4;_ ~ :J.-,o, l '--'\. ______ VAf-1 DYKE &.ASSOCIATES LAMsu1.pe Ardl.lsciu~ 274, Fo~rth A..-en(J$ Plu.nnlng San Di8QO, CA 1)210J Urban DB sign 619 294-6434 APPROVED FOR PLANTING AND IRRIGATION ONLY, "AS BU I LT" . INCLUDING PRECISE LOCATION OF PLANTING AREA.S. RCE __ _ REV1El'IED BY: DATE INSPECTOR PATE I s5Er I , CITY OF CARLSBAD "{'~TS ii., 1z--..:!} .... .~ PLANNING DEPARTMENT ·" lliRIGATION LEGEND/ NOTES ~-BLUE BUILDING -PHASE 1 I 5928 PASCAL COURT A _P_,P"'=Ro_ve:_o_,1;;.../"--~-'/'-(-~£_~-...,--------"'-·SO-? S ASSISTANT PLANNING UIRECTOR DA TE DA TE INITIIII. OnJER A!'PROVl\1. Cl1Y APPROVAi. Dv.N BY: __ _ CHKD BY: __ _ RVWD BY: PRO,JECT NO. PRf ·''IS-C'S DRAWlNG NO. :-;,4 2 -S· 1- C.M.W.D, JOB NO. "'IS -2.rJ7 I' ·~ ~ I-' ' SECTION 02810 IRRIGATION SYSTEM PART 1-GENERAL 1.1 1.1.1 .2 ,J .4 .5 1:1.2 1.2 1.2.4 1.3 1.3.1 1.3.2 1 . 2 1.3.3 1.3.4 1.3.5 1.3.6 137 1.4 14.1 1.4.2 1.4,3 1.4,4 1.4.5 1.46 SU\1MARY: This section covers the furnishing5 of all materials and performing all operations to provide a complete operable landscape irrigation system as shown on the drawings including the following: Trenching , stockpiling excavated materials and refilling trenches Irrigation system components including but not limited to: piping, backflow prevention devices and enclosures, fertilizer injection receptacle,, valv~s, fittings rotors spray heads drip emitwrs, drip tubing, controllers, wiring and final adjustments as determined by the architect lo insure efficient and umfonn distribution Pipe connt;xtions to pump swtions, water mett~rs and backflow prevention devices. Tfsting and inspec·tion of irrigation system . Clean-up and maintenance The conditions of the Contract and Division 1 apply to this S<cction <>s fully .i, if repealed berein. RELATED SECTIONS: Section 02900 Landscaping GENERAL REQUIREMENTS: Code Requirements shall be those of State and Municipal Codes and Regulations locally governing this work, providing that any requirements of the Drawings and Specifications, nol conflicting therewit!1 but exceeding the Code RcquiremcnL~ shall govem, unless wrltten permission to the contrary is granted by the Architect. Conform to lhe requirements of the reference information listed below except where more stringent requirements are shown or specified in the 1nost current SL•t of construction docun1enls: American Society for Testing Mc>terial (ASTM), for test methods specifically referenced in this section. Underwriter's Laboratories (UL), for UL wires and cables . \rVork involving substantial plumbing for intitallation uf copper piping, b~ckflow prevention d<'vices encl other related work :;hall be executed by" licens<'d and bonded plumbing contractor. Any necessc1ry permits shall be obtained prior to beginning work. Specified depths of pressure supply lines, laterals arid pitch of pipes as stated in this section are m.inirnum.s. Settlement of trenches lower than grades specified cm the final gniding plans is cause for removal of finish gr;1de treiltment, refilling trenches, recornpacting and rep;iiring of finish grade treatment. Follow current printed manufacturer's specifications and drawings for items or information not specified or graphically indicated in the mo~t current set of construction drawings, Sc;,Jed dimiensions are approximate and at limes il is not possibl<' to indicate offsets, fittings and other related equiprnent graphically on the construction drawings. Contractor shall be responsible for minor changes c,,used by actual site conditions. Before proceeding with any work, the Contractor shell carefully check and verify all dimension,; of related i!rchileclural elements, utilities and landscaping and fornish and install required fittings Do not install the irrigation system as shown on the construction drawings when it is obvious that actual field conditions such as physical obstructions, grading discrepancies and field dimensions vary from those recorded on the construction drawings. Immediately bring any such discrepancies to the attention of the architect prior lo proceeding with work. lf immediate notification is not given and such discrepancies exist, th,: contractor shall assun1c full responsibility for necessary revisions, as determined by the architect. EXISTING !'!ELD CONDITIONS: Preserve and protect all existing trees, plantt;, 1nonuments1 t1lruc:t1.1r~s, h.irdsc.ipe ~nd architectur~l elements from dom,,ge due lo work in this section. In the event tlH1t d,1n1ilge does occur to inanimate obj~ct ;,nd structure~, the contractor will repair or replace such dam,1ge to th~ satisf~h.~tion of the owner or owner's repn:'~t;"ntative. Datr\i.\ge nr injury to living plant m,>terial will b ,~placed by the owner at th!'.' contractors expense. Trenching or other work required in this section under the limb spread of existing trees shall be done by hand or by other methods so as to prevent damage or harm t<) limbs, branches and roots. Trenching in areas where root diameter exceeds 2 inch;es ,hall be done by hand. Exposed roots of this size shall be he~vily wrc1pp,,d with n1oistened burlap to avoid scarring or excel:.sivt:: drring. Wh..:·rc a lrenching machine b operf:lted in proximity to roots lhd.t are less than 2 inches, the wall of the trench shall be hand trimmed, mal<ing de'1n cuts th:-ough roots. Trenche& adj,::1cent to c,r under cxlstii1g trees shall be closed within 24 hours, and when this is nut possible_,~ the-side of Lrench closest to thi.:~ t-rce M trnes afkcted shall be covered with moistencd burlcip. Protect m.,1intain and coun.iin,1te work with ~>tht.~r (untract:-,1 specifications, trades and uliliLies. Exlrenw t.::are ~hall 1.lt' t''X(~rdsed i:\ excavating and working in the area due t<J existing ulilitit-·s. Contractor shall be respot\.slble for damages CLYU~t1d by llwir operations . .ln Lhe event Lhat darrhlg«:.' dol!ti ocnJT, the ..-u~ts of such repairs shall be paid by lht~ contraclor unles.s utiwr ,Hrangtmtcnts have been 1nade wilh lhe owner. Us.e caution where trenches and piping t~nJ:-;.s ~xi:-,ting ruil.dways, sidewnlks, h,1rd.s.c~~pe, paLhs or c:urb.s. in the event that da.n1ar;e does occur, the contractor will repair such damage at the contractor's expense. 1.5 1.5 2 l.D 1.6 J 1 2 1.6.2 l.6.3 J.'7 1.7.l 1.73 l.7.4 175 U:1 Lo.I LR.2 SUilMITTALS: Submit (6) six seL, of all irrigation equipment to be used, ~anufa~tun.•(s brochures,. service manuals1 guarantees and operating 1.nstructions for apprnval to the architect prior to beginning work. ::;ubmiltals should be in a bound form complete with table of contents. The contractor shall not proc-eed with work in the field until this submit1:,1! is ,1pproved in its entirety by the architect. The Contractor shall furnish (4) four servke manuals to the owner prior lo scheduling a walk through for substantial completion of their work. Manual,; shall be submitted in a bound form complete with a tabh~ nf-cunlcnls, csopy of ,-ontr'1ctor's warrc;l:nly and workmanship form on company lcllcrhead and shall contain complete enlarged dn1win~s uf all equipment installed showing components warranty's ,ind n•talog numbers together with the manufacturer's name and address. Manuals shall include operation instruct.ions. Manaals shall be .subject lo approval by the owner or owner's representative as to cmnplelenc~s. RECORD DRAWINGS: Prior IC/ beginning work in the field the C(>r\tr.ictor shall secure a complete set of irrigation plans, det,1ils and specifications on diazo myLus at the original scale. The contrc,ctor shc1ll be responsible for making a set of blueline prints for every week on the project. At the end of each working day1 the contnlctor sh~ll record u11 work accomplished for that day 011 the set of blueline prints in red ink. These record drawings shall be brought up to date at the end of each work week by a c1ualificd draftsperson. These drawings should indicate the following: · Any zoning changes. Dimension from two permanent points of reference (building o..1rncrs, fixed hardsc'1pe corne-r::;1 roc1d intersection~1 perm<1nent existing utilities) the location of the following items: b C. d. e. r. g. h. i. J k. ]_ m. 11. Routing of pressure supply lines at every 100' along routing. Electric control valves. Quick coupling valves. Drip valve assemblies. Drip line blow-oul stubs. Control wire routing ( if routed separately from pressure supply line). Control wire splices that are outside of control unit. Waler meters. Control units Crouncih1g rods. Other equipment as directed by the architect. Prior to sdieduling a walk through for subst~ntial completk,n, provid¾" ,1 record set of field ;Js~built dnnvings i:'IS described above to the architect for review. After revicwi the architect will return the as-built set to the field foreman requesting further information or will notify the owner thilt the record set ol field as-builts are complete. At this time, a walk through for substantial completion may be scheduled. l'rior to scheduling the final walk through, a final set of as-built drawings on diazo mylar, shall be completed and provided to the owner or owner's representative. CONTROLLER DRAWINGS Aller completion of lhe final set of as-built drawings and prior to scheduling ..1 fit,al walk through, the contractor shall obtam a set of con1plctcd as-built drawings from the owner or owner's representative for the pn·pariltion of controller drawings, Provide lwo ~l!b of conlroll1;r drawings for each conlrol1er inst,1lled on the projen. The cc.mtroller drawings shall be an actual blu1eprint reduction of the area covered by that cor1troller and shall be ,\t the maximum allowable scale that will fit inside the controller door without folding the drawing. Color e,1ch controller drawing with colored pencils using a different color to rf·prt:S(int (:ach St?parnte zorw. Ench controller drawing shall be hermetically sealed between two (2) piec~s of pl.islic, e,,ch piece being a minimum of 20 mils thick and tiubrnit to ~H<:hilc('t for rt:vit1w. /\lt(:r r(•vic:w, the architt>ct will n,1:urn the controller drawings to the <.:t.,ntraclor and tlw contractor shall make ,my required adjuStments ;iltcr wllil"h the contrndor will ptrmanerltly fix ('I) one controller drawing lo the inside of each controller and bind one complete set of cornn~ller dr11wings in ,~ l1.)0$t1 Je,1f binder and t.ubmit to O\•vner or owner'.s rnpres€nl;1tivt~ prior \l) sch(;'dt1ling a final \Valk through. ~ /\I NTEN A"J C: E: Tht;~ n)nint~~r\;.irti:e period for irrigation shall begin after a certificate of cnrnpldi,)n is prnvickd by the archit<:ct lo th<: owner. The contractor shall warrant materials against defects and guaranlee workm,rn,,hip for th,1 period specified under the maintenance agreernent. Contr,1d(>r shall be resp,H1sible for crx,rdmating warl'3nty ilcDs with manufacturer/distributor and owner. 1.8.2 Settlement of trenches which may occur during the mainten,mce period will be repaired by the contractor at no expense to the owner. 1.8.3 Repairs required due to vandalism before the end of the maintenance period will be per,onned at the contractor·s expense. 1.8.4 Freeze damage to equipment during the maintenance period shall be repaired or repl;iced at conlractor·s expense. 1.8.5 Prior to a release o/ responsibility at the end o/ the maintenance period, the contractor shall schedule a walk through with the owner or owner's representative and disclose and provide the following: .1 Current watering schedule requirernents. .2. Two (2) sets of the required tools for removing, disassembling and adjusting each type of rotc,r or sprinkler head and valve used on the project. .3 Two (2) six foot valve keys for operation of gate valves .4 Two (2) keys for each controller. . S Two (2) aluminum dr;iin vale keys of sufficient length for operation of manual drain valves. .6 Four (4) quick coupler keys and matching swivels for each type of quick coupler used on the project. 1.9 EXTRA STOCK: 1.9.1 Provide the owner with the following items at the end of :he maintenance period: .1 Five (5) pop-up spray heads with nozzles of each type used, for every IOO pop-up spray heads installed on the project. .2 Five (5) rotor heads with noz:lles of each type used, for every 100 rotors installed on the project. Le, fN ~-·; -·-~~~°'i:clrlp~iH~;~:~f-eaeh.~y;e u~d ·~e~~;➔;;:~~;~~~~--· \ '·· Irr installed OR llcie rreject. . ·---..... •-..... --... ,. . .. ······---"--....., ---·-.. ........ . ... ., . ---------'. " -.... '• .... ....... . l'ART 2 -PRODUCTS 2.1 PII-'ING: 2.1.1 General Piping: . 1 Pipe sizes shown are nominal inside diameter unless otherwise noted. .2 Id«ntify pipe with the following indelible markings: A. Manufacturer's name. 13. Nominal pipe size. C. Schedule or class. D. Pressure rating. I E. NSF (National Sanitation Foundation) seal of approval. F. Date of extrusion. 2.1.2 Solverct \'veld Pressure Supply Line: .1 Solvent Weld Pressure Supply Line: (downstream of backtlow prevention device) PVC Class 315BE -2" & over, PVC Schedule 40 -1 1 /2" & under. A Manufactured from virgin polyvinyl chloride (PVC) compound in accord,mce with ASTM D2241 and ASTM D1784; cell classification 12454-B, Type 1, Grade 1. .2 Fittings: Standard weight , Schedule 40, injection molded PVC, complying with ASTM D1784 and D2466, sell classlfic,ition 12454-B A. Threads-Injection molded type (where required) B. Tees and Ells-side gated .3 Threaded Nipples: ASTM d2464, Schedule 80 with molded threads. .4 Joint Cement and !'rimer: Type as recommended by manufacturer of pipe and fittings. 2.1.3 Non-Pressure Lines: .1 Non-Pressure Lines: (downstream of electric control valves) FVC Class 200, conforming to ASTM DJ 785-83. .2 Fittings· Standard weight, Schedule 40, injection molded PVC, complying with ASTM D1784 and D2466, sell classifiee,tion "J2454- B. A. Threads-Injection molded type (where required) B. Tees ,m d Ells-side g,, ted C. Threaded Nipples: ASTM d2464, Schedule 80 with molded thread~. .3 Joint Cement and Primer, Type as recommended by manufacturer of p:pe and fittings. 2.1.4 Drip Tubing: 1 Drip Tubing: Hardie Dura-f'ol Blue Stripe, 3/4", EHD2057-050. A. Milnufodured of flexible vinyl chloride compound conforming lo ASTM D2855M, D380 and 01599. .2 Fittings: Type and make as recommender.i by tubing manufacl urer. 2.15 216 .1 .2 2.1.7 J .2 .3 2.1.8 .1 .2 2.2 2.2.1 2.2.2 .l 2 .3 2.2.3 2.2.4 2.3 2.3.1 2.3.2 2.4 2.4.1 .1 2 2.5 251 25.2 26 2.6.1 2.7 2.7.1 1 Emitter Tubing: Rainbird ·xeri-tube, 'Riain-tube' or Di,tribution tubing# DT -025. Sleeving: Twice the nominal size of the pipe within (See irrigation notes #10 for size and schedule). PVC Schedule 40 or 80 (for Pressure Supply Line and r\on Pressure Lines) manufactured from virgin polyvinyl chloride (PVC) cnmpound in accordance with ASTM 02464, 2466 llnd ASTM D'l 784; cell dasification 12454-B, Type 1, Grade 1. Copper Pipe and Fittings: Pressure supply line (from point of connection through backflow prevention device): Type K Hard Copper, hard tempered, in accordance with /\$TM B4284. 1-'ittings, Wrought copper, solder j,)int type. Joints: Soldered with solder 45% silver, 15% c,opper, 16% zinc and 24% cadmium arid solids at 1·125° Fund liquids ;it 1145" F. Brass P.ipe and Fittings: Brass pipe shall be ri;gular weight, 85% red brass, ANSI Schedule 40 screwed pipe. Fittings: Medium brass, screwed at 125 pound class, VALVES: Electric Control Valves: Rainbird I'EB-B-PRS-B Series. Drip Valve Assemblies: Hardie 700-.75-XX-XX: Two way solenoid, pilot operated made of synthetics, non corrosive material; diaphragm activated and slow closing. Include freely pivoted seat seal, retained (mounted) without attachment lo diaphragm. Wye Strainer: Plastic construction with 150 m,,sh nylon scre12n and 1/'l" blow-out assembly, manufactured by Agricultural Products, Inc. Pressure Reducing Valve: Plastic construction with manulll adjustment and shrader valve for pressure settint;, manufocturnd by Agricultural Products, Inc. Ball valves: PVC blocked true union, as specified on the drawings . Quick Coupling Valves: Brass two piece body with Jocking rubber cap, designed for working pressure of 150 psi; operable with quick coupler. Manufactured by Rair1bird. VALVE BOXES: Ball Valves, Drip Line Blow-out stubs and Wire Splices: Carson #9J 0-J 2 Electric Control Valves and Drip Valve Assemblies: Carson #l419-13B. SPRlr\KLER HEADS: F,ibricated riser units in accordance with details, with ri5,er nipples of same size as riser opening in sprinkler body. 4" to 12" Pop-up Spray l·kads: Rainbirct 1800 S.eries Gear Driven Rotors: As indicated on drawings DRIP EMITTERS /EMITTER STAKES: Emitters: Rainbird xeri-bug emitters as specified on drawings. Emitter Stakes: Salco #Dl'S-30-750 vinyl covered sted st,1ke. AUTOMATlC CONTROLLER: Ai,tomatic Controller as specified on drawings. Include autornalk rain shut-off device as specified on irrigation legend ELECTRIC CONTROL WIRlNG Low Voltage: AWG UF UL appro\'ed No. 14 direct burial copper wire for all control wires and No. 12 direct burial copper wire for all con1n-lon wires. .2 Wire Colors: A. Control Wires -Red. B. Common Wires -White. C. Master Valve Wires · Blue. D. Spare Wires· Green (labeled at termination) E. Additioni>l \'vires -Same as control wire (labeled at termination) .3 Wire Splice Connectors: Ri>inbird Pf>ntile Connectors 2.7.2 High Voltage: . I Type required by local codes and ordinances, or proper size to accornmodale needs of equipment serviced. 2.8 BACKFLOW PREVENTION DEVICE: 2.8. I Back flow Pr<i'vention Device: Reduced pressure princip,)l back flow assembly shall consist of an approved brass or bronze body, brass check valves, hydraulically actuated relief valve, inlet and discharge shutoffs and field test cocks. Mam1factun,r shall he Wilkins. 2.8.2 Bi!ckflow Prevention Device Enclosure: As specified on drawings . 2.9 PRESSURE RDGULATOR, 2.9.l Pressure Regulator: As specified on drawings. 2 IO THRUST BLOCKS: 2.1().1 Thrust Blocks: Concrete thrust and anchor blocks shall be placed at eacl1 fitting 3" or greater and shall consist of Class C@ 2000 psi with 4" slump portland cement concrete. 2.11 SAr\D BEDDING: 2.11.1 Sand bedding shall be construction grade. !'ART 3 • EXECUTJON 3.1 PREPARA T!ON: 3.J .1 Examine field conditions prior to beginning work described in this seclion. Grading operations shall be completed and approved prior to beginning work. 3. 1.2 Verify all sleeve locations prior to beginning work in this section and flag sleeves and conduiLs installed by other trades. Report any conflicts lo architect immediately. 3.1.3 Irrigation system shall be constructed to the sizes and grades at the locations shown on the drawings. Mark with powdered lime or marking paint routing of pressure supply line and stake the location of each sprayhead, rotor, electric control valve and other related equipment for the first three zones. Architect shall review staking 3 1.4 and direct any necessary changes with the coritractorprior to · proceeding lo other zones. This review does not in any way alleviate the contractor from the responsibilities associated with proper · · unifonnity .ind distribution of he,1d placement after staking. Install sleeving under paving, hardscap<:> ilreas, sidewalks and paths prior to asphalt and concrete operations, to accommor.iate piping and wiring . Compact backfill around sleeves to 95% Modified Proctor 0£;1:nsity within 2% of optimum mobture content in accordance with ASTM Dl557. VAN DYKE &ASSOCIATES l..and5el:lpe Archi!octure Plannlrig Urt:Hi.n Design .27-41 Fourlh A·~enu!I' San Diego, CA 92100. ijJSl 294-B-484 APPROVED FOR PLANTING AND IRI{IGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, "AS BUILT" RCE ___ EXP. REVlE WED BY: INSPECTOR DATE I s&ET j 1---1----+-------------------+-----+--t------j-----t I\ L • I ,,._ tu+ I /,), M 11\1 Gl\, (..6"N ' ~ , CITY OF CARLSBAD PLANNING DEPARTMENT /SHEETS • J3'"i_ ~1.-I IRRIGATION SPECIFICATIONS l----+--+----------:_-=--=-~-=--=--=:-=--=--=-1:--=-~ I BLUE BUILDING -PHASE 1 5928 PASCAL COURT £ DA TE INITIAL DA TE INlllAL DA TE l~ITIAL c:NGINITR Of WORK REVlSION DESCRIPTION C1HER APPROVAi. CllY APPF(OVAI. A?PROVCD . .Y./ 1 fJ ~~7 /:> 'l/ . ASSISTANT PLANNING DIRECTOR UWN SY: ___ PROJECT NO. CHKD BY, ___ , f:>1.;;;i::, Cj~•(·,c:: RVVII) BY: -J . __:.,, 1,.30.75 DATE DRAWING NO. ""-4n r: .., L --_;;, '. 1-. l ,., • 32 3 2 l 322 3.23 .1 .2 3 3.2.3 3.2.4 3.2.5 1.2.6 . I .2 .3 . 4 .5 33 3.4 3.4,] 3.4.2 3.4.3, 3.4.4 345 34.6 3.4.7 3.4.8 3.4.9 3.4.10 EXCAVATION AND BACKFILLING Of' TR ENCi JES: Tr.;,nch excavation shall as much as possible follow the layout shown on drawings. Trenches shall be straight in alignment and s,,pport pipe continuously Ot\ botlom of trench. Remove rocks and debris gceater than I" in diameter. Over excavate as rec1uired for bedding ma lerial. Depth of Tren~h: Pressure Svpply Line: 18" from top of pipe to finish grade, Non-Pressure Linc: 12" from top of pipe to finish grade, Drip Tubing: 12" from top of pipe to finish grade. Emitter Tubing: No trench, bl!l'y in mulch. Control Wiring: directly ot side and bollom of pressure supply line. Pres:,ure Supply line Loca.ter Tape: 6" above top of pipe. •• f~1;£,~'f. t';_ , , 'r'-.., Oeplh of Trench \lnder' ... , .• lt·Paving\\ _;,'_I_\ Pressure Supply Line: 30'' from top of pipe to aggregate base. Non-I'rcssur~ Line: 30" frnm top of pipe to aggregate base, Drip ·tubing: 30" from top ()f pipe to aggregate base. Control Wiring: direcLly at ~idc und boltom of prf:':!:iO:,lHQ supply lint•. Pressure Supply line Locater Tape; 6" above lop of pip~. Piping located under asphalt paving or l'()i\Crete shall be installed wilh the approprh>te sized sleeve and bockfilli>d wilh sand bedding (6" below pipe ilnd 12" above pipe). Compact backfill material in 6" IIfts ilt 90% maximum density determir1ed in accordance with ASTM DJ557 using manuill or mechanical tamping device. · Set in place, cap and pressure test piping in the pr<esence of the owner or owners representative prior lo backfilling. \-Vidth ()f Trench; Pipe Greater than 3": Pipe Less than 3": Width between Trenches: Irrigation Trench to lrc,gation Trench: Irrigation Trench and other Trade Trenches; 14" minimum. 7" minimum. 611 rninimurn. 12'• 1ninimum. 13oring, Will be only be permitted where pipe must p,,ss under an obstruction that cannot be ayoided or removed. Boring bi!(kfil! shall match surrounding soil density and grain. Boring under existing paving, hardscape or sidewalks n1c1y be perrnilled at contractor's own risk. Con Lr actor is responsible for nny repafrs. or damage lo such items at their own expense. Bilckfilling: Backfilling of trenches may not be done until all rec1uircd testing for the irrigation system has l><,~n compkkd. Material: Excav,Hl.'d material is generally con,;ideroi'd to l>€ adequale for backfilling operations Before beginning the backfilling open,tiun, inS\lre that backfill material is not frozen, is free from debris and rocks greater than 1" in diameter, and is not mixed with topsoil. These materials after sep,>rated from back/ill, shall be legally di,;posc>d of at contractor1s expense. Bed pressure supply line with construction grade sand 6" abo,•e ilnd 6" below pipe. R,0 maining backfill may be as dcscribud above. Bed all electrical control wiring and communication cable wire that is l:c,nched S<cparate from pressure svpply line with construction grade sand 6" above and 6" below wires \,Vhen backfilling, slightly mound filled trenclws for S<c'ltlen1ent after backfilling is completed. Compact backfill to a 90% maximvm density in accordance with ASTM 01557 with a mechanical tamp,~, Do not leave trenches open for a period greater than 48 hours. Open trenches shall be protected in accordance with curr<'nt OSHA regulations, Smooth trenches to finLsh grade prior to reqvesling a walk through for substantial completion with the Mchitect. POINT OF CONNECTIONS: Point of connection shall be ~-ipproximalcly as shown()!) drawing.s. Connect new underground piping and valves and provlde all flanges, adapters,. or 0lher nCccssary fitting~ for connection, INSTALLATIO.'J 01' SOI.VENT WI:LO POL YV Jr-. YL CHLORIDE PIPE: l'nlyvinyl chloride pipe shall be cut with~ PVC pipe cutler designed for that purpo~e on! y. All plastic-to-plastic s,,Ivent weld joints shall use only th;, solvent recommended by the pipe manufacturer. Oo not install :ml vent wdd pipe when temperc>ture is below 40° I'. •Pipe ends and !ittings shall be wiped with MEK, '" equal ;.,pproved in accordan~'e with Section 01630, before welding solvent is applied. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. Pipe shall be sn;,ked from side-to-side of trench bottom to allow for expansion and C()ntractions. All changes of direction over 15 degrees shall be mad~ with fittings. Wh,m pipe l;,ying is not in progress and at the end of each working day, dose pipe ends wilh tight plug or cap. lnstllll pressure supply Jin.;, ]()eating tape along the f>ntire length of pressure supply line. Center load pipe with .,m,,ll ilmovnt of b11C'kfill to prevent ard,ing and slipping under pre:,;.surc. L.eave joint, exposed for in~pt;>c:tion during te:;.ting. Coordinate pressure supply line with sand bedding operations. '.\Jo water shall be permitled in the pipe until inspections have b~en completed and a period of at least 24 hours has elapsed for solvent weld setting and curing. 3.4.'I I All changes of direction over '15 degrees shall be made with filtings. r IOER REPROl"IAM>tl1CS 35 35,J 3.52 3.5.3 35.4 1.(:, 3.6. l 3.6.2 3.6 3 37 371 3.7.2 '.1.7.4 3.8 3.8.l J,8.2 39 3.'1.1 392 3 IIJ2 ; \. I : .U I. I 3. I 1.2 3.11.1 3.12.2 :l.11.3 3,12.4 3.lJ 3. 13.l 1:--JSTAI LATION OF COPPCR l'll'E; Copper piping ,hilll be cut by a p,1wer hacksaw, a circular cutting mz:ichlne using ,'ln ,;1brasive wheel, or by means of a hand h,icksaw. :-.Jo pipin,., sh,,11 be cut with a metallic wheel cutter of any d,,scription. All pipe sh;,11 be reamed ,lr\d rough edges or burrs n.:1noved so ihat a srrn..xllh and un.ob~tn,.1cted flow is obtained. Fccenlric reducing fillings shall bG vsed where any change in pipe size occurs. ~Ju:;;hings shall not be used unless spccifkalJy authorized by lhe archllcct. Apply emery cloth lo all pipe ends and wipe clean with cloth prior lo solder welding pipe end to filling. Apply an ev.,n layer of flux along area to b,, soldered and then S(>lder uniformly around joint and let cool. After cooling lightly app:y emery cloth illong soldered area until smoothed. All cxposc,1 piping under structurnl ,labs shall be stenciled with "lrrig~lion 1'.1"in" or "Irrigation Lateral" as required, al ten foot (IO') interval::: in black kHt~ring, 3/4" fftinimum high. INST,\Ll.i\TIO;s.J or llR/\SS Pll'i.,: BnlSS pjping shall be c::ut by a power hacksaw, a circular culling nu.chine using iln f!brasive whceJ, or by mt'an!:i of a hand hac,:saw. No piping shall be cut with a metallic wheel cutter of any description. All pipe shall be reamed and rough edges or burrs rprnovcd so that cl smooth <.)nd unobstructed flow is obtained. l)ccenlric recluring fillings shall be used where any change in pipe size uccurs, ~ushrngs shall not be used unless specificc1Jly authorized by the .1rchited. Joint compound shall be c,wefully and smoNhly placed on the male lhrcaci nnly. All scrcw,•d joints must be tightened with tongs or wrenches Caulking of ,my kind will not be permitted. All exposed piping under structural slabs shall be stenciled with "lrri.gation Main" or 'Irrigation taleral" as required, at ten foot (10') intervals in black lettering, 3/4" minimum high. DRIP TU!llNG/EMITTER TUBING: lnstall fitting c(mneclions ctccording to manufacture-r's specifications. Use manufactur~r•s recommended hole punch for all per1etrations to drip tubing. Use of any other hole punch will requirn reinstallation of all drip tubing pr,:,vious!y install,'d. Install drip line blow-out stubs ,,teach and every dead end of drip LubiE,g ,1s !->pecified on dravvings. Install drip I ubing stakes as sp(,dfied on drawing,. El,ECTRJC CONTROL VALVES: Install each clectrk control valve in a separate valve box so that cross handle is 3" below top of hd of valw box as sp<:cified on the drawings. Group clQctric rontrol vaJves together as specified Qn the-draivings i1llowing a maximum of 12" between each valve box. Install valve boxes in the-same direction and parallel with one another c1nd pnp~ndicult,r to paving, hardscape, sidewalks and paths. OK!P VALVE ASSEMBLIES: lnst,,11 each drip valvt2 assembly in a separate valve box as specified Or\ Lhe drawings. CrnLip drip valve assembli1>s together and with eledric c()ntrol valves rts specified on the drawings alh)wing a n1axirnum of 12'' b€tween each valve box. ln,tall valve boxes in the same din>dion ~nd parallel with one another and perpendicular lo paving, hardscape, ,idewalks and palhs. llALL VALVES: !nslall ball valve, down,tream and in the same valve box as each and every electric control valve, drip valve assembly and drip blow-out stub. Si.t:c of ball valve? .shall be the same as. the nominal pipe si2e it is b~ing connected lo. QUICK COllPLING VALVLlS: Install quick coupling valves i11 ${,p;,rate valve box as specified on the dr<.1wings. Angl,1d nipple relalive lo pressuw supply line shall be no greater than 45° and no less than 1 D". VALVE BOXES, Install valve boxes with each type of irrigation equipment so ihat top of valve box is ·1 /8" c1bove finish grade as specified on the drawings. Plac(! gr;:i.vel .Stirnp bt:>low and around ea,ch v;::~.lv~ box prior to installing vulv~ box 3S specified on the drawing~. Pl.oce remaining portion of gravel inside valve box allowing full acc~ss in and arovnd all fittings. Valv,:, box shall be fully supported by gravel sump. No brick or wood supp(>rts are illlowed. Urand controJler letter and ~lillion nurnbe-r on the lid of each associated electric contn)l v,Jlve, drip valve assembly and blow-out slub. Brand quick coupling v,,lve valve box lids with the letters "QC". Brand ball valv<1 valve box lids with the letters "BV". Brand wiTe splice valve b,,x lids with the letters "WS". Letter and numb<;>r si✓.e of brand shall be no ie,s th,in 1" and no greater than ·1 1 /2" in height and shall b<' l /8" maximum in depth. l'rovid,, sample branding to !"he (>wrl(:'r or nwner'~ representative prior to commence:rr.t>nt of w1.wk. Walk throtJgh for substanllal completion will not be allowed until all branding is compltite. SPRAY I !EADS AND ROTOl<S: lnstall sprny he;ids ilnd rotors as specified on drawings allowing minimum disl,mce between paving, hardsrnpe, sidewalks and paths. 3.13.2 Spray heads and rotors shall not exceed the maximum head and row spacing specified on the drawings or staked in the field by the architect. In no case may spr.y heads or rotors be installed at a distance between heads that exceeds the manufacturer's rccomn1ended maximum distance. 3.13.3 Angled nipples on swing joints below spray heads and rotors shall not exceed 45' nor be less than 10°. 3.13.4 After installation adjust no,.zle sizes, arcs and radius of throw to allow head to head uniform distribution. Adju:,t all spray heads and rotors to correct height above sod as detailed. No over spray will be allowed on paving, hardscape, sidewalks and path5. 3.13.5 Adjust adjacent ph\nt material so that it does not interfere with uniform distribution of each spr.iy head or rotor. 3.13.6 Architect may request nozzle changes and/or adjustments without addi Uonal cost to owner. 3.14 DRIP EMITTERS AND EMITTER STAKES .:1.14.1 ln~t.'tll drip em.iltl"!rs according the schedula provided on the dr,nvings equidist;,nt around plant rootball circumference as specified, Where deep root watering is specified locate drip emitters in PVC pipe (3'') so that they can be visually and physically checked without having to rc,move gravel or the PVCpipe. 314 2 Install emitter stakes at specified depths an locations as shown on the drawings. Emitter t\lbing that is not adequately secured with lubing stakes will be replaced at the reqJ,Jired depth and 5taked again at contractor's expense. ,U5 AUTOMATJC COr-;TROLLER: 3.15.l Verify electrical power at location {)f automatic controll<>r prior to install,,tion of automatic controller. Notify ,lfchilect immediately if power source is not available. 3.15.2 Install il\ltOrnalic controller where shown on drawings per manufacturer's specificJtions. Controller shall betested with coniplete electrkal ,onnections. The Contractor shall be responsible for temporary power to the Controller for operation and tcsti11g purp0Sic'S. 315.3 -Connect electric control valve wiring to controller in the ,ame numerical sequence as indicated on the drawings. 3.'154 Install a separate ground wire for each controller as specified on the drawings. 3."15.5 Above ground conduit shall be rigid galvanized pipe with the appropriate fittings. Below ground conduit shall be PVC SCH 40 pipe with ~ppropriate fittings. 3.15.6 Label each o1utomatic controller with the letter or number designated on the drawings. Letter or number shall be located In a visible location on the inside pand cover with 3" high vinyl letters. 3.l.5.7 Each and every aotomatic controller shilll be completely operable prior lo scheduling a wa'.k through for substantial completion. 3.16 ELECTRICAL WIRING: 3.16.l Low Voltage Wiring: .'I Ilury control wiring in same trench as pressure supply line as specified, .2 Bundle all 24 volt wires at 20' intervals with electrical tape. .3 Provide expansion loops al e,·ery pressure supply line angle fitting, inside each and every electric control valve valve box, drip valve USSE'mbly valve box and at 250' length intervals along routing. Form expnnsion loop by wrapp:ng wire a rr.inimum of 10 times aroond a 3/4" pipe and withdrilwing pipe. .4 Limit splicing of electrical wiring. Provide each splice made at intervals or in electric control valve and drip valve assembly valve boxes with Rainbird Petite connectors. .5 Wire splices occurring at intervals ovtside electric control valves and drip valve assemblies shall be installed in a separate valve box. .6 Provide (I) one electrical control wire for each and every electric control valve and drip valve assembly. Piggy backing like zones on the same electrical control wire is not allowed. .7 Install (2) two spare #14-1 elec.!rital control wires from the automatic conlmller pedestal to the last ekctric control valve on each and every leg of pressure supply line. Locate these spare wires in their own valve box as specified. In addition to these spilre wires, check the drawings for any additional wires that may be reguired and locate them in the Sflme valve box as the spare wires. 316.2 High Voltage Wiring: ,l Install 120 ,•olt power from power source t,, automatic controller or field satellite unit following local governing codes and ordinance,. 317 llACKFLOW PREVENTION DEVICE: 3.17.1 Install backflow prevention device and backflow prevention devke enclosure al the location and as specified on drawings. 3.17.2 CoordinJte installation with local governing codes and ordinances. 3,18 PRESSURE REGULATOR: 3.18.1 Install pressure regulator and set psi at the location and as specified on drawings. 3.19 QUAUTY CONTROL: 3.19.1 Flushing: Center load all pi.ping prior to flushing, After all new irrigation piping and risers are in place and connected and all necessary di version work has been completed and prior to the installation of sprinkler heads, rotors and q\lick coupling valves thoroughly flush piping system und,:,r full head of pressure for a duration of five minutes after the furthermost riser from the point of connection begins to flush. After the system is thoroughly flushed c,1p all risers. 3.19.2 Te,ting: After flushing and the instalhtion of each electric control valve, ball valve and guick coupling valve, the irrigation system may be pressure tested. 1 3.19.3 .1 .2 .3 3.19.4 .l Pressure testing shall be performed in lhe presenc,, of the uwner or owner's rcprest:ntative utiH.zing the following pn.>et>thne: A. Pressuri,.e the irrigalion system to 125 psi for a period nf no less th~n 4 hours. All pump equipment and other c,1uipment necessary for the press\ire test shall be furnished by th,; con tractor, B. 'Test is acceptable if no leakage occurs 1,vithin the system for lhe duration of lhe testing period. C If leaks do occur, r<>pair said leaks and begin pressure test again. Repeal this operation until no leaks occur in the irrigalion system. 0. llefore requesting a walk throtJgh for substantial completion, the entire irrigalion system ~hall remnin under pr1:.s:-ure for a period of no less than 48 hours. Walk Through for Substantial Completion: Before req\lesling a walk through for substantial completion the following requin:.•n\cnt~ musl be entin_•ly s;_1lbfipd: A. The entire irrigation system is completely installed, flushed and satisfactorily pressure tested. B. All valve boxes have been branded. C All automatic controllers arc fully operable and communic,,tion cable has be certified and clwcked al central control system. D. Record as-built drawings have been ,ubmilted to the architect and reviewed as to completeness. E. (4) Four Services manuals have lwen delivered to owtwr or owner's representMive, Once the above requfrements have bf:':en 111el a walk 1hr,)1 . .1gh IL)r SJ,Jbstantial completion may be requested. The following procedures will be used during the walk through for ,\ibstantial completion: A. Contractor must have (2) two personal available with radio communication for th.-<'ntire length of the walk through for subs.tantir:i] c01npletion. ll, All valve box lids shall be remove from valve boxes and placed faced up ;1djacent lo the villve box priur to beginning the walk through for substantial completion. C The walk through for substantial completion will b,:, divided into (2) two sections and pro('eed a;; follows: a. Physical Walk Through: This will consbt of walking through the entire irrigation system and examining all components of the system without turnmg on zones. A punch list will be established oi deficiencies in the construction and work:nanship of the irrig1:1tion systern as compared to the con.struclion drawings, details and specification:.,;. b. Opernti()nal Walk Through: This will consist uf walking through the entire irrigation system ,:1g,li1l c1rtd observing tMCh zone in a fully operable condition. Valves must bi, Dcliv,1ted from the automatic controller (Manual bleeding of individual t'iectric control valves will not be acc,eptable). A punch list will be establishc,d of deficiencies in the operation of each zone in the irrigation system evaluating but limited to head spacing, row spacing no,.zle sizing, correct radius of thmw, cunecl stationing, emitter quantity and npe,ration and blow-out op~rallon of drip z,)nes as compared to the conslruction dr,wings, details and specifications . Once the Walk Through for Substantial Completion is completed the architect w,ll provide a copy of all p\1nch list items t() the owner for distribution to the contractor. lt is the contractor's re,ponsibility to repair, replace and adjust all ite,rn, on lhe punch prior to reqvesting a final walk through. Final \Valk Through: llcfore a final walk through the following requirements must be entirely satisfied: A. Each item on the walk through for sub&tantial completion h,1s been thoroughly addr,:,ssed and resolved by the contractor. A. Contractor must h,ve (2) two personal available with radio communicatic)n for the entire length of the walk through for subst.H1t1,ll completion, ll. Only th0S<c' valve box lids shall be removed from valve boxes as indimted on the walk through for substantial completion pvnch list. These valve box lids shall be placed faced up adjacent lo the valve box prior lo beginning the final walk through. C The final w;,lk throu!lh will be divid,,d into (2) two sections and prncecd as follows: a. l'hy,kol W3lk 'fhrough: This will consist of walking lhrough the punch list items created at the lime of \he walk through for substanli,1! completion and examining all components of the ~y~lem without t1,.Jrnin.g on zones. Any ren1aining deficiencies in the construction and workmanship of the irrigation systen1 as compc>n,d lo the punch list generated at the time of the walk thr(>\lgh for substantial rnmpletion, construction drawings, c:h.~tails and specifications will be noted. b. Operational Walk Through: This will consist of walking through the punch list itPms crC'atcd at the time of the-walk through for substanLic:11 con,pletion a1,d observing ~ar.h zone In a flllly operable condition. Valves must be activated from the atilomalic controller (Manual bleeding of individual electric control valves will not be acceptable). Any remaining deticiencies in the operation of each zone in the irrigation system including but not limited to head spadng, row spacing, nozzh.~ sizing, corr~ct radiui• of throw,correct sL;1lioning, emitter quantity and operation Jnd blow-out opcn,tion of drip zones as , compared lo the punch li,t generated at the time of the walk through for titibstantial complelion construction drawings, details and ~pedfications. .3 Once the Final \Na1k Through is completed and all items created on the final punch li,t have been addressed th.? main lenance period may bq;in, Any addilional walk throughs that at'(· necessary because of the contrnctc)rs inability lo acidness all issues on the punch lists described above will be provided at the contractor's expense. 3.19.5 Maint~nance Period: Shall be as indicated in contract agreement and will begin on all items ,)n the final walk through punch list have be~n satisfactorily addressed by a written state,nent indicating such Jrorn the architc-ct to the owner. 1 The contnictor is responsible for obtaining ilnd followirg any maintenance manuals created specifkally for the project from the ownt:>r ,1t lhe beginning of the 1naintcnance period. .2 At the end of the maintenance period and prior to turning the project over lo the own~r, the contractor shall provide all necessary rnc.iinlenance materials ovf'r to the owner or owner's reprcsen.tative for inspection. Once accepted in writing by the owner, the maintennn,:e period will end. ,.. ,..,.. B. A fin.ii record as-built ha, be produced »nd provided lo the owner. ;«.;~.,. v.,. ,.,,..., ,..,.. ...... ,.. VAN DYKE &ASSOCIA..TES C Controller drawings for each automatic controller have been completed, installed and provided w owner. D. All extra stock has been turned uver to the owner or ownE-r's represen ta ti ve. Once the above reqvirernents have been met a final walk through may be requested. The following procedures will be u,ed during llw walk through for S\lbslantial completion: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLAI\'TING AREAS. la.MSC!l.~ Ati;h1le.;lL1re r'ltlnnlng l,Jrban Qf;l~lgll "AS 8 U I LT" RCE ___ EXP. ___ _ REVIEWED BY: INSPECTOR 2741 Fourth Avenue San 01egQ, CA 92103 619 294--848-4 DATE DATE - I S7ET I CI'fY OF CARLSBAD [pliEETS tz-. , ...... _,_ :)' ~;! ·~--- ·- DA Tt lf!ITIAL DA TE IHlll,',I. DA Tt INITIAL ENGINEER Of' WORK RE\llSION DESCRIPllON OlHER .\PPROVAl I PLANNING DEPARTM~NT .. IRRIGATION SPECIFICATIONS BLUE BUILDING -PHASE 1 &--:- 5928 PASCAL COURT APPROVED~ 5tfJ/ ~-YJ.'ji_ -A--,S:-,S-tS""'T_A_N ... Tbl'l""A;,_N~Nc..lN--,G-'-D"'I-R-EC_T_O_R______ DA TE Ov.N BY: __ _ CHKD BY: ---1 RVWO BY: PROJECT NO. PkE 'IS, D'S DRAWING NO. ::>-41 · ~ I __ ,; ---; - C.M.W.D. JOB NO. C{:;, ·· '201 - ~ >- ----- • -~~ r. F~\VA{ ~~~;7-+ ~~A,'1 0><170 ~ 81"""7 TO t~"'~ ' . 1 . 1 I I' . . . -- 7 , .. / .. \ • \ .. ' ,. ti \ • 1 · .• .,.,- ~_\' ', . : \ / ' ri -"'· ', _, . ' ' -- ------------,,,......____..-. ..---------- f(.f~~a,.~toP-~ ·--~-------------__,,,___,. ' , I a ... _____ a--o1 , n . fq ·-\.._ .,,,,..;-~ , Q ...__ _ _. ◊ ' . ',· . ' . . . . -1 I .. ~ ' ◊ Q 0 \ - 'q r;, ' ◊' ' , SEE 1/8" SCALE DRAWING (SHT. · FOR ENI.ARGEMEN r OF-rHIS AREA. . . . ' ' -... ( I .. . ,... " --1" • I -/ ' I . ' 11 r ~ , J,.l ~. ( ) ' ---· / ' I ,, \ ' -· ' ~ , t f-<Y, I E I"' 1" ~ " ( a re. v:e w u1r-..e: 'I--/ ~ l; 1' := "-11;.\,I/ ~-l~ i;:: $~ S \":"',f P,::\ IF-./ 0 ,.,..__ __ fa~ ,? "7, :"i:V\F:., " \. '; --""-~--~, .. ~ C f! E-1"1,A., N rS -f \ \ r --- ,fc.-F\ WiT " ., ' ' ' ,.,,,. I Nl 'TE: ' ,:: N~ ----:-z. i;_ StiAl-l.- '"tC.,t.-1.11.:-e 1-~?t".o A-Le WANC 1:: 1 N e ii:. ~ ,._ '✓A~1ci.-1.::- ~ r::,,:;-cr'fl:: KE f'Ai F-.. TC-"77-, I~ ~ i:--,---;1 I:: F-. "'-l""'E Af<.E-1"6, .A..<:.. j:,1~Ti:D E'.Y r \!Mer-= f6Fi-.e,-t;:;)'4TA17VE • ..... ~--.'.::A..; .... I ,\1 )~I' 6,,,(.. ~ ::W i"' ,,_\l.._ A 0 li'-L. 1::-N 1 .....( --;--t:. / r.'.' 1.-i , f-' I ""-G-<-- NORTH ftJt., 12£VIS~l> f'l,A-Nn ,.,,, fC-Af'l1 ~ ~ )-,>. VAN DYKf. &.ASSOCIATES 1 ,1•111 ... , <i/)11 A,11 t,,Jt, I.all' ,' \' I ,, 'I fl."1'"•'1' l'l,1,11111)11 ',,11•,rn•,,11 I A'l/•1\l 1111,1'' [J1•<;1tll t.l'-1 "hi Wlt14 ORIGINAi. SCALE 1" = 20'-0" . " \l'l'R( )VFI) FC.)R Pl .A!\iTl:\:C; ;\;\JI) IRRl(;;\Tl()N ()'.\I.Y, l'\il'l.lil)!NC; l'Rl•:c.·1s1:. l.()(.'i\T!()I\; ()I-' Pl.ANTIN<; ARJ•j\S. RCE __ _ ! XP REVIEWED B'T'. ---------~----1--_.__ ______ _ .... -------+---· ---------------,1----1----+------i-- DA TE INIT\AI. ENGIHW OF WORK REVISION DESCRIPTION ht'-4 ~ I _ t--=-'-DA.c..:ltC-L-"-ff,11'-"T\:.::AL+-D=A:.:.:TE:.._....;;;;INl'-'"TlAl.'""'-I CHKO BY, __ OlHEII APPROVAL CITY -'l'PROVAI. RVWO 8Y! '' ---·-PROJECT No DRAwiNG ·No; PRE q&-o!::> _JL?42· 5l.. j · · r,1 V,J , i ,J()f1 NO· 9S·'2o7 . ' I . l " ·'. I 11 \1 " " I I ~ ' . I • " I ND 1'9 ... \ • I ' ' •" . .; . ,t ,r !] -·· --~ ·-- I.' ' ' i ' ...... ,,., ,-----------------@) ® ® ' 0 I J . ' ,,, ., ' ' '. ' ' ' ' ' ' .. f----+---I+'- .Y \ f'"" ii, \., ~~~ I! i'---i -- . L: ;..--~ _...,,,i~,.I Al'PRC)VED FC)R PL1\NTINC AN!) IRRIC;ATIC)N ONLY, INCI.Ul)INC; PRECISE LC)(';\ TI()N ()F Pl.ANTIN(; AREAS. RCE __ _ REVIEWED BY: :;r-E-~1 ' ' < ',.):• "" ,· ..l . NO. VAN DYi([ &..ASSOCIATES EXP l llntlsca;,c A,t.h•tel·t.i1~ P1a1111 ''IH l.i'Oiln Des,gri :,7,11 'r'tHlhA..-!'!riue Sari Diego CA 92103 ti19 ~4·6'184 DATE INSPECTOR DA TE 1-,,.....---,,-,,.,+---ct.ffl...,._ ---h--1-,.--HZ,-~-"'"--,-,..,J--,---:...,. -=-=-=-~i=-:.:.:.c:.:.Jc.,£:..,-... -_:.,~c,,_:.'l:.,:.Jr.:I ~~I ~c;:1r=Y;:::;o;:;F;;:-c;-: =1-\::;;;R.;:;;:-L:::;:::::;sB~A-0---:::1";:r -~Et;;:;T ~ w~~.!f!:J'Lj~L.t'.ill'..~~~!]!&!e,U'!..!1_"'-.:5-1:!ll'.11!'~----l---~-+!JLl!~~w PLANNING ::,1 i',"flTM[NT 1 ),,if: ----+-----1--+----+----1 " . -.... ------· 1---+---+--------~----1--+--+---+----1 'f~Tili:S f'LAN f'2 ~ CAlLA\,VAc/c::;·~· ~ I BLUE BUILDING -PHASE 1 t------t--+------------i~-+--+--+----t 5928 PASCAL COURT • ___J _AP~PR-OVE_D~~=---_ __ ___ "·30~~s~l ASSISTANT PLANNIN~_DIRECT(ll\ . ---DATE I DAT£ IHITIAl ENGINED! 0£ WCfti< REVISION DESCRIPTION 1-0..:.:~.:.clE=--c..:~c.::cN~ll::::.v;=--+-oc.;.:TY...;TEc_J,P...LPR..C.IN"-'~:::..:::=--t ~~Bii----1 f~~~E~~~~~Jl?4~~£)~ (; M vv 11 ,10[3 \JO.' Cl,S-207 EQUAL ()'MIN. cJ'MIN. '---e' J e', 1G' o::Nc.. ~ ~-"A'-1 FL-Af.J,:I.J6 1AcL-::;-;--"', '""-£- 67 '' C:. L-Ct.k Pl}J,_:.i< · T~EE GUYING ..>./.. ""'€)·=:::: .. -:-:-:-:-~------LOC.A.TE PLANTS EQUALLY -. • • SPACED PER DISTANCE ~ ll~DICATED ON P:J\NS. . C9 Cw @J (TRIANGULAR SPACED) ED @):'. '.:~ED 1 ll;Ef' A~?ROGRAPtliGS y ,, ,, EQUAL I\ 5 _J _J <( <( (') (') ,n L~ -a: a: 0 0 u. LL ' 0 ~-FINISH GRADE AT SLOPE WHERE APPLICABLE .~ _,,.,,,.,,. r' ./ ~::><~:d:x.::=fl..,.__----:::;c ,.,.;,7;..•ce·..,._,., __ (2) TREE TIES WNINYL HOSE ~/,r COVERING WHERE IN CONTACT ,..,,,.c,,.. ,i" , WITREE ,./ > ll+------2· DIAMETER STAKES ..r-~----2" MULCH COVER ~~0Z.sl~C:lft.~tn==f!.'.'.::.--FINISH GRADE ◄ 2 TIMES ROOTB,~LL DIA. 6" HIGH WATERiNG BERM OMIT IN LAWN AREAS P\J\NTING TABLETS 3" BELOW FINISH GRADE PLANTING BACKFILL SLOPE TO CORNER NOT[: STAKE 'mEES PERPENDICULAR TO DIRECTION OF PREVAILING WINO PL-,ANTI NG ◄ 2 TIMES ROOTBALL DIA. SHRUB FINISH GRADE AT SLOPE WHERE APPLICABLE. -3" HIGH WATERING BERt;· PLANTING TABLETS 3" BELOW FINISH GRADE PLANTING BACKFILL SLOPE TO CORNER l 2->< L ., , -----AT v-H..,l,S: I L.P 6;~ I=. G0L)v'. W IR5 l"-f-1P $~)<'( TIE.~ 10 e-E A-1,.Ac.He.t:> 10 N/'-W-.S. ~e':. NU~ '::>T,,,..¥-E. -FIN I SH cc:,i<-"'-PE.. ---f"'l._.;>-t-iTlt-49 T.ABLE.T.=:;, --~----•· ···-A-fa--lTI~ ~FlU-HIX. -$E'-E.- ~IFIC'A1l01'-lS, ~EET L--IB ~L.- ------------------------- VAN DYKE 8-ASSOCIATES Landscape Archi:e<;\ure 2741 Fovrth A ... enulil PIMnh,Q San Diego, CA ~2103 Urban Oosign 619 294-84&4 ''AS BUILT" APPROVED FOR PLANTING 1\ND IRRIGATION Or--;LY, INCLUDING PRECISE LOCA Tl ON OF PLANTING AREAS. RCE ~--EXP. ____ DATE REVIEWED BY: INSPECTOR DATE 11/it , ,:.,.,.. ,..,-,o-,c.. eow· , ........ 1~ 11-"L.-~ CITY OF CARLSBAD µ,..<.l!U-"9--"""'--+"-"~"-'-"'.!'..c::'-"',c::,,"-""=~=-'~~l-"'------+---+---+:_::_:_,_~"I--'-~~ ~ PlANNINCl DEPARTMENT 1-----+---1------~~---------+---+---+--+----1 ~GDETAILS 1----1-----+-------_-_-_-_-_-_-_-;-_-_-_--+-.. -~_-_-1-1-----_ _._;-_-_--1-1\ BLUE BUILDING-PHASE 1 £ 5928 PASCAL COURT ASSISTAN' PLANNING DIRECTOR I--Dc-cA-=n:,.....+""'1N=iTI'""AL,..+..--------------+-D-A~1E--+-IN-l11-AL-+-0-ATE-+--IN_ITI_AL~ OWN BY: ---PROJECT NO. REVJSI N DESCRIPTION CHKD BY: --S..-•'11>... • .,.,. :::::I ~--1"··,=:7. .NGll<EER OF WDRK O OTI!ER Af'PROV/11. CHY APPROVAL RVV,O BY: -. • _/._,- C.M.W.D. JOB NO. CJ::;· 1.CF/ DATE DRAWING NO. 2tJ"· .. ,::,1 ,· ·t.. __.,_. PLANTING NOTES 1. CONTRACTOR SHALL ARRANGE ANO PAY FOR AGRICULTURAL SUITABILllY & FERTILITY ANALYSIS TESTING OF THREE (3) REPRESENTATIVE SOIL SAMPLES FROM THE PROJECT SITE PRIOR TO ANY PLANTING WORK. CONTRACTOR SHALL REQUEST LANDSCAPE ARCHITECT TO LOCATE THE THREE AREAS TO BE TESTED. SOIL ANALYSIS SHALL BE FROM AN APPROVED SOIL LABORATORY (SUCH AS SOIL AND PLANT LAB OF SANTA ANA, CA). BID SET PLANTING REQUIREMENTS AND SOIL AMENDMENT SPECIFICATIONS ARE BASED ON A PRELIMINARY ANALYSIS OF ON SITE SOILS. TEST RESULTS SHALL BE CC PIED TO THE LANDSCAPE ARCHITECT FOR POSSIBLE REVISION TO PROJECT PLANTING REQUIREMENTS. CITY OF CARLSBAD PLANNING DEPARTMENT REPRESENTATIVE SHALL APPROVE SOIL TEST RECOMMENDATIONS PRIOR TO SOIL AMENDING OPERATIONS. 2. PLANTING AREAS ANO PLANT QUANTITIES SHOWN ON LEGEND ARE FOR CONTRACTOR'S CONVENIENCE IN ESTIMATING ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANT MATERIALS SUFFICIENT TO COVEf1 AREAS SHOWN ON PLANS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING PLANT MATERIAL IN SIZES SPECIFIED. IF NECESSARY, CONTRACTOR SHALL OBTAIN PLANT MATERIAL FROM AREAS OTHER THAN SAN DIEGO COUNTY TO COMPLY WITH THE SPECIFIED TYPE AND SIZE OF PLANT MATERIAL. 4. FINE GRADE ALL PLANTING AREAS PRIOR TO COMMENCEMENT OF PLANTING OPERATIONS. THE LANDSCAPE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE OTHER TRADES AND MAINTAIN DRAINAGE DURING CONSTRUCTION. 5. THE PLANTING PLANS ARE DIAGRAMMATIC. MINOR ADJUSTMENTS IN PLANT LOCATIONS MAY BE MADE AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. PLANT MATERIALS SHALL BE SPOTTED APPROXIMATELY AS SHOWN ON THE LANDSCAPE DRAWINGS AND ARE TO BE APPROVED BY THE LANDSCAPE ARCHITECT/ CITY INSPECTOR I OWNER'S REPRESENTATIVE BEFORE BEING REMOVED FROM CONTAINERS AND EXCAVATING SOIL FOR PLANTING. 6. CONTRACTOR SHALL PROTECT EXISTING VEGETATION OUTSIDE THE LIMITS OF GRADING AND SHALL BE RESPONSIBLE FOR REVEGETATION AND IRRIGATION, AT DIRECTION OF LANDSCAPE ARCHITECT, OF DISTURBED AREAS OUTSIDE OF DAYLIGHT LINES SHOWN ON GRADING PLANS 7. ALL NURSERY TYING MATERIAL AND MARKING TAPES SHALL BE REMOVED AT THE TIME OF PLANTING. ALL PLANT MATERIAL SHALL BE DELIVERED TO THE SITE WITH THE FOLLOWING: A. NURSERY TAG INDICATING GROWER NAME AND ADDRESS. B. TAG INDICATING GENUS, SPECIES AND VARIETY OF PLANT MATERIAL. 8. CONTRACTOR SHALL STAKE ALL TREES PERPENDICULAR TO PREVAILING WIND. STAKE TREES AT THE LOWEST POSSIBLE POINT ABOVE GRADE THAT STILL PROVIDES STABILITY FOR THE TREE (THIS IS TO ENCOURAGE SELF· STRENGTHENING OF THE TREE TRUNK AND ROOT SYSTEM ). NURSERY STAKES SHALL BE REMOVED IMMEDIATELY UPON INSTALLATION OF STAKING PER PLANTING DETAILS. 10. CONTRACTOR SHALL INSTALL A 3" LAYER OF 3/8" -1/2" FIR BARK MULCH IN ALL GROUNDCOVER/SHRUB AREAS ADJACENT TO THE BUILDING UNLESS INDICATED OTHERWISE OMIT MULCH FOR PLANTING AREAS ON SLOPEc, 3:1 OR GREATER. UNLESS INDICATED OTHERWISE. 'SDG&E' TYPE SHREDDED (3" THICK LAYER) MULCH SHALL BE USED IN ALL PARKING ISLANDS AND PERIMETER AREAS. 11. CONTRACTOR SHALL INSTALL JUTE MATTING ON SLOPES 3:1 OR GREATER. JUTE MATTING SHALL BE NATURAL IN COLOR. INSTALL JUTE MATTING Pl'R MANUFACTURER RECOMMENDATIONS. 12. REf'ER TO SEPARATE HYDROSEED NOTES AND LEGENDS FOR HYDROSEEDING 13. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT THE TIME OF DELIVERY OF ANY PLANT MATERIAL THAT IS DAMAGl,;0 OR IN POOR CONDITION TO DETERMINE ACCEPTABILITY. 14. THE MAINTENANCE PERIOD WILL BEGIN ONLY UPON ACCEPTANCE OF T!-E COMPLETED PLANTED AREAS BY THE LANDSCAPE ARCHITECT/ CITY INSPECTOFV OWNER'S REPRESENT A T!VE. . SEASONAL COLOR: SEASON: TYPE 'C' -- PLANT LEGEND: TREES & PALMS : SYMBOL: BOTANICAL NAME: COMMON NAME: QUANTITY: SIZE.: COMMENTS: -·--:"::-----:-==:::-:-::-==~~~-:-:===-:-:----:-:--------===:-:-::-:---:-------------------:-::----------=-=----------·-AR ARECASTRUM ROMANZOFFIANUM QUEEN PALM 1 0 22', 20' 8TH SEE PLAN FOR GREY TRUNK HEIGHTS EO BAMBUSAOLDHAMMI CLUMPING TIMBER BAMBOO 4 24" BOX 12'-15' HT.; 5 MAIN CANES MIN.; FULL Q-f CHU 1---F K3 LP rvE P-1,2,3 PL PL FR TT TT CHAMADOREA 'HORACE ANDERSON' CHAMAEROPS HUMIUS HOWEA FORSTERJANA HIBISCUS STANDARD LIQUIDAMBAR STYRACIFLUA 'PALO ALTO' METROSIDEROS EXCELSUS PLATANUS (EXIST. ON HAND-RELOCATED) PLATANUS RACEMOSA PLATANUS RACEMOSA PHOENIX ROEBEWNI TIPUANA TIPU TIPUANA TIPU SHRUBS, VINES & GROUNDCOVERS: SYMBOL: BOTANICAL NAME: BAMBOO PALM 6 15 GAU21" POT 6'-7' O.A.H.; 5 MAIN CANES MIN.; FULL MEDITERRANEAN FAN PALM 2 15 GAL 4' O.A.H. MIN.; MATCHED SPECIMENS KENTIA PALM 6 7 GAU15 GAL 6'-8' O.A.H.; MUL Tl; SUN GROWN HIBISCUSPATIOTREE 5 24" BOX 'WHITEWINGS'VARJETY r SWEETGUM 6 24" BOX NEW ZEALAND CHRISTMAS TREE 5 48" BOX SYCAMORE 3 VARIOUS BOXED CALIFORNIA SYCAMORE 3 48" BOX CALIFORNIA SYCAMORE 7 36" BOX PYGMY DATE PALM 1 2 SEE PLAN TIPU TREE 9 60" BOX TIPU TREE 9 36" BOX 12'-14' X 3'-4'· 2" CALIPER ii-..r";" . . 10'·12' X 7-8'; MULTI-TRUNK ····· -·· --- LOCATE PER LANDSCAPE ARCHITECT. 16'-18' X 7'-8'; 3-1/2" CALIPER MIN. 14'-16' X 6'-7'; 3" CALIPER MIN. TRIPLES; 0.AH. PER PLAN 20'-22' X 10'-12' MIN.; 7' CLEAR TRUNK 16'-18' X 7'-9' MIN.; 6' CLEAR TRUNK COMMON NAME: QUANTITY: SIZE: COMMENTS: ----·--.-::-=----:-'."".".:-:-::-::--.--:--=--:-:-----:-------~"."'."::-:--:-=:::-"."":--------------------------------------AS ASPARAGUS'SPRENGERl'COMPACTA ASPARAGUS FERN 24 1 GAL 10"-12' X 10"-12"· 12" 0.C. ' AGT AZALEA INDICA 'GEORGE TABOR' ORCHID PINK AZALEA 1 3 5 GAL 18"-24" X 18"-24"; 4' O.C. PP AUCUBAJAPONICA'PICTURATA' GOLDSPOTAUCUBA 12 5GAL 15"-18" X 12"-15" AO AGAPANTHUS 'QUEEN ANNE' BLUE LILY OF THE NILE 3 4 5 GAL FULL CLUMPS: 15' 0.C. OC BOUGAINVILLEA 'CRIMSON JEWEL' BOUGAINVILLEA 2 7 5 GAL 18"-24" X 10"-12"; 5' O.C. Btv1 BUXUSMICROPHYIJ...A JAPANESE BOXWOOD 18 5GAL 12"-15" X 12"-15"; FULL; 2' O.C CF CARISSA GRANDIFLORA 'FANCY' NATAL PLUM 1 D 1 5 GAL 15"-18" X 10"-12"; 4' O.C. CM CLIVIAMINIATA KAFFIRLILY 115 5GAL FULL;15"0.C. Gl CYCASREVOLUTA KING SAGO 1 15 GAL 3' X 3' MIN. CT CARISSA GRANDIFLORA 'TUTTLE' COMPACT NATAL PLUM 1 6 5 GAL 12"-15" X 8"-10"; 3' O.C. DA DICKSONIA ANTARCTICA TASMANIAN TREE FERN 7 15 GAL 42" X 42"; FULL EF ESCALLONIA FRADESII ESCALLONIA 144 5 GAL 18"·24" X 15"-18"; 4' O.C. Bv1 ENSETE VENTRICOSUM 'MAURELII' MAURELl'S ABYSSINIAN BANANA 3 15 GAL 4'-5' HT. CLUMPS FS FEIJOA SELLOWIANA PINEAPPLE GUAVA 7 15 GAL 36"-42" X 36"-42"; FULL & UPRIGHT GJ GREVILLEANOELLI N.C.N. 196 5 GAL 12"-15" X 15"-18"; FULL; 3 'O.C. r ...... ~--~ H-1 HEMEROCALLIS 'Bl-COLOR' DAYLILY (MAUVE W/YELLOW THROAD '. 370 \ 1 GAL FULL CLUMPS; 18" O.C. H-2 HEMEROCALLIS 'LEMON YELLOW' DAYLILY (SOLID YELLOW) Ll',i ·wo / 1 GAL FULL CLUMPS; 18" o.c. \ .~-----··' HRS-1 HIBISCUS ROSA-SINENSIS 'KONA' ROSE PINK HIBISCUS 3 15 GAL 4' X 4' FULL HRS-2 HRS-3 LG LGM LM lffi LS M3 ND r...GS OJ FB PTV R SA ffi TG llJ VM ZF iJ,,.i::.,;:. -~ HIBISCUS ROSA-SINENSIS 'BUTTERBALL' HIBISCUS ROSA-SINENSJS 'LIPSTICK' LIRIOPE 'GIGANTEA' LANTANA 'GOLD MOUND' LANTANA MONTEVIDENSIS L£PTOSPERMUM 'RUBY GLOW LIRIOPE SPICATA 'SILVER DRAGON' MANDEVILLA 'ALICE DU PONT' NANDINA DOMESTICA NANDINA 'GULFSTREAM' OPHIOPOGON JAPONICUS PHILODENDRON SEI .. LOUM PITTOSPORUM TOBI RA VARIEGAT A' RAPHIOLEPIS INDICA 'JACK EVANS' SCHEFFLERA ARBORICOI.A STRELITZIA REGINAE TERNSTROEMIA GYMNANTHERA TIBOUCHINA URVILLEANA VINCA MINOR 'BOWLES' ZAMIA FURFURACEAE f'E;'SC~e YELLOW HIBISCUS 7 15 GAL 4' X 4' FULL WATERMELON PINK HIBISCUS 6 15 GAL 4' X 4' FULL GIANTLILYTURF 129 5 GAL 12"-15" X 15"-18"; FULL CLUMPS; 2' O.C. YELLOW-GOLD TRAILING LANTANA 6 5 GAL 8"-10" X 15"-18"; FULL; 2 'O.C. PURPLE TRAILING LANTANA 24 5 GAL 8"-10" X 15"-18"; FULL; 3 'O.C. AUSTRALIAN TEA 2 3 15 GAL 36"-42" X 18"-24"; FULL SILVER DRAGON LILY TURF 52 1 GAL FULL CLUMPS; 12" O.C. PINK CHILEAN JASMINE 3 5 GAL STAKED HEAVENLY BAMBOO 1 9 5 GAL 24" HT. X 12" SPR. MIN.; FULL; 30" 0 C. GULFSTREAM HEAVENLY BAMBOO 5 0 5 GAL 24" HT. X 12" SPA. MIN.; FULL; 30" O.C. MONDO GRASS 5 0 1 GAL FULL GALLONS; 12" O.C. N.C.N. 1 2 15 GAL 36"-42" X 36"-42"; FULL VARIEGATED M<XKORANGE 62 5 GAL 18"-24" X 15"-18"; 42" O.C. INDIAN HAWTHOFlNE 77 5 GAL 12"-15" X 15"-18"; FULL; 3 'O.C. DWARF UMBRELLA TREE 1 5 GAL 24" X 18" HT.; FULL & BUSHY BIRD OF PARADISE 1 2 15 GAL 36"-42" X 24"~30"; FULL CLEYERA 4 5 GAL 15"-18" X 12"-15"; FULL PRINCESSFLOv\lER 2 15 GAL 36"-42" X 24"-30"; FULL DWARFPERIWINKLE 125 1 GAL 2' O.C, CARDBOARD PALM 3 10-15 GAL 3' X 3'; FULL ~;;;._? -rr<" .. ~,-~oN 1TAt,-► r~~'~ f:>~&•, . .? QUANTITY: SIZE: COMMENTS: " ,. J ! -••' . .. ft1, ~CA PUtNnrJ7 ~P, 5E'6' ~T J--S-. A - VAN DYKE &.ASSOCIATES U1.nds.i::ape Ari;:hll1;t1;h..111;1 2741 fourth Avenl.ll!' Planning $411'1 Die-go, GA. S.2103 Urban Desl.Jn 619 ~.8484 "AS 8 U I LT" ALL BEGONIA 'SEMPERFLORENS' PLACE PER LANDSCAPE ARCHITECT 50 6" POTS USE PREMIUM QUALITY, IN-BLOOM COLOR APPROVED FOR PLANTING AND IRRIGATION O.NLY, INCLUDING PRECISE LOCATION OF PLAJ\'TING AR.EAS. RCE: ___ tXP. ____ DATE ALL CUPHEA HYSSOPIFOLIA 'ROSEA' Pl.ACE PER LANDSCAPE ARCHITECT 50 ALL PELARGONIUM PELT ATUM 'ROSE RED' PLACE PER LANDSCAPE ARCHITECT 50 ---SEASON: TYPE 'C•1' QUANTITY: SIZE: SPRING SOLID BLUE PANSIES 100 4" POTS SJMMER DWARF ORANGE MARIGOLDS 100 4" POTS FALL SOLID PURPLE ORNAMENTAL CABBAGE 100 4" POTS WINTER SOLID RED DIANTHUS 60 4" POTS SEASON: TYPE 'C-2' QUANTITY: SIZE: ·-SPRING YELLOW SNAPDRAGONS 50 4" POTS SUMMER BLUE SALVIA 50 4" POTS FALL ORANGE & YELLOW ICELAND POPPIES 50 4" POTS WINTER SOLID WHITE DIANTHUS 50 4" POTS ~ REPROGR,l,.Pt-llCS 6" POTS USE PREMIUM QUALITY, IN-BLOOM COLOR 6" POTS USE PREMIUM QUALITY, IN-BLOOM COLOR SPACING: COMMENTS: ' 9" O.C. USE PREMIUM QUALITY, IN-BLOOM COLOR 9" OC USE PREMIUM QUALllY, IN-BLOOM COLOR 9" O.C. USE PREMIUM QUALITY, IN-BLOOM COLOR 12" O.C. USE PREMIUM QUALITY, IN-BLOOM COLOR SPACING: COMMENTS: 9" O.C. USE PREMIUM QUALITY, IN-BLOOM COLOR 9" O.C. USE PREMIUM QUALITY, IN-BLOOM COLOR 9" O.C. USE PREMIUM QUALITY, IN-BLOOM COLOR 9" o.c. USE PREMIUM QUALITY, IN-BLOOM COLOR REVIEWED BY: INSPECTOR DATE t\.4~/1, ,_,,/Jr ;.,~ .,-lr,J,...,,, ~~,nJ UJi .. ·~~-1.,,,z..1• nt.-fsHurl1 CITY OF CARLSBAD lJ:H~ETS l'I 1-ill'll/...!!:f-M~e~l!!.!:~!::!!:W~::!..!..!~~:'.'.!'.'!!,';i.~-+-----l--~=+=-~ L__!J_J E PLANNING DEPARTMENT r ~ 2-' 1--~-+-----t---------------,t-----~--t----t---t---------1 I-' ~G LEGEND I NOTES \ , • DAT£ INITIA~ DA TE INITI/,1. CATE IHITI/,1. E;NGINCE:R Of WDRK REVISION DESCRIPTION 0111ER APPROV/,1. CHY APPROVAi. I • I BLUE BUILDING -PHASE 1 &· 5928 PASCAL COURT - APPROVED~:<v I --~--?!-.~-~-----t>•So-15 ASSISTANT PLANNING DIRECTOR DA TE DWN SY: ---PROJECT NO. DRAWING NO. CHKD SY: --:..-.· ·c.. ;:. · : ~-:..-o··· :> A , .. ,c L R\/VvP BY: · •· -··· ~·" ·t •"-_... C.M. W.D. JOB NO. ::p:; i:.i.)7 SECTION 02900 LANDSCAPING PART 1 -GENERAL ]. I SuMMARY, The work indudes all services, labor, materials, transportation and equipment necessary to perform the work indicated on the Drawings and as specified, The conditions of the Con'.ract and Division 1 ilpply to this section as fully as if repeated herein. 1-2 SUBMITTALS: 1-2_-1 Submit certificates of compliance and invoices for soil amendments, fertilizers, and plant materials, with quantities of each. 1.2.2 Specimen Tree Samples: Deliver to the site, one sample of each tree variety and si:r.e indicated, 15 gallons in size and larger, b<efore installation. At the Contr.ictor's option and expense, he may retain the services of the Landscape Architect to review tr<1cs "15 gc1llon and larger tagged at the nms('ry or at it:; place nf growth, or as othc.,.rwise indicat~d. 1.2.3 Shrub and Tree Samples: Submit 3 samples of each vari,,ty and si1.e of plant tn,,terials at the site a minitnum of 15 days before planting opcn>tions. Accepted samples shall remain on the site and shall be m.aintained as slandards of comparison for plant materials to be furnjshed. Samples mµy be incorporated into the work. 1.3 CUARAI\TF.ES AND REPLACEMENTS, l.3. I Shrubs, vines and groundcovcrs shall be guaranteed to remain healthy and vigorously growing for a period of ninety (90) days from date of final a,;ccptance of Maintenance Period of project. 1-3 2 Trees shall be guaranteed to live in a healthy condition fcir a pniod of one(]) year from date ol /inill acceptance of maintenance period of project 1.3.3 Phrnts found to be dead or nm in a vigorou, condition within the Maintenance and Gtiaranlee Periods shall be replacced within fourteen (14) days at Contractor's expense. L3.4 Plcmts used for replacem1>nt shall be the same kind and size as spedfied in Lhe plant list. They shall be furnished, planted and fertilized as originally specified, The expense of all repair work on existing improvements damaged d1.>ring replacement shall be borne by Uw Contn>ctor. 1.4 QUALITY ASSC!~ANCE: J.4.1 Reviews herein specified shall be made by the Landscape Architect. The Contractor shall request review in writing a minimum of 48 hours in advance, for the following parts of work. (Th;, request for review may be be telephone, however, a written copy of the request mus! follow .for, the record) , (/11-f':/!7-'')' tf•' 'Jj.i,f_ ,''"l">ff.Cl:' ·~: Lr\ .1 Pre-job meeting to intrcx;!ui;e~Lar1dscape Architect, Contractor, job project manager and 10b supNiiltendent and to discuss the particular requirements of the job- .2 Jncorpora~on of soil conditioning ~nd fertili:,;ing into the soil. Invoices showing mate,·ials and quantities purchased shall be available for revjew. . 3 Upon completion of grading prior to planting. Review of plant m,lterials is lo coincide with this review. .4 When trees, shrubs and vines are spotted in place for planting, but before planting holes are excavated. -5 Upon completion of finish grade,s and p!Jnting_ A pplicalion of pre- emergent herbicide is to coincide with this a>view. .6 \Vhen planting, and all other indicated and specified work, except the Maintenance Period, has been completed. Acceptance, in writing, shc>ll est,>blish beginning of the Maintenance 1-'erio<.i. .7 Final review at the completion of the Mainter_ance Period. Contingent on acceptance, this review shall establish the lxglnning dale for the G,,aran tee Period, 1.5 MAINTENA'-JCE: 1-5-1 'f'he Contractor shall continuously maintain all involved ,ireils during the progress of the work and during the m.iinte,ntmce period until th,, final accept,ince of the work. 1.5.2 'Reg1,lar planting maintcnan~,) <>p('r,>tions shail begin immcdiatc•ly after cad, pl,int or turf is planted. PI,rnts ;>nd turfs shall be kept in a healthy, growing condi.Lion and in a visually pkasing i>ppe,irance by watering, pruning, mowing, rolling, trimrning, edging, ferlilizing, rt:--st~1king 1 p(:st and diS€use controlling, spra)'ing, wc~ding, deaning-\Jp and other necessary opt!r;Hions of maintenance. Landscape areas shall be kept free oJ wc-c•dsf noxious grass, and ocher unde,ired vegdalive growth and ,fobris. Plants found to be dc)ad or in an impaired condition shall be replac1•d immedintely. Maintenance opE;'rations ~ha11 include filling and re-planting of any low ,ut'.d:-; which may cause slanding water, adjustin1, of sprinkler hei1d height and watering pattern, filling and re-compaction of eroded area,;, and daily renl()Val of tr,l~h, Jilter, clippings, and foreign Jebrit,_ 1.5.3 New turfs shall be mow,,d when they reach three inches ('.l") in height or twice a week if nccess,1ry_ 1.5.4 The M~intenance Period begins on the first day after written acceptance of planting opernlions is received from the Landscape Architc•ct, and shall continue thereafter for no less than ninety (90) continuous calendar dilyS- 1 .5-5 The contract completion date of !he contract maintenance perio,i will be extended, when in the opinion of the Landscape Architect, improper maintenance or possible poor or unhealthy condition of planted material or uneslablished non-covering turfs are evident at the tcrn1ination nf the scheduled maintenance period. The Contractor shall be ,·esponsible for additional maintenanc·e of the work until work is completed and ,,cceptable. 1.5.6 The Contractor shall be respot\Sible for n1aintaining adequate protection of the ,ireas_ Damaged areas shall be repaired irntnediately at the Contractor's expense. 1 6 GENERAL REQUIREMENTS, 1.6.1 The terrn "l'lanting Area" shall mean all areas to be planted with trees✓ shrubs, grovndcoverS and sod. 11G.!.A R~PAOGRAPHIC.:i l.6.2 Actual planting shall be performed during those period; when weather and soil cunditions are suit,lble in accordance with locally accepted horticultur(11 praclice. l.6.3 All rock and other growth or debris .iccumulated during the duration of the pro1ect shall be removed from the site- 1.6.4 1-'rior to excavation for planting or placing of plant materials, locat1 all underground improvements, utility lines, etc. and take proper precauti ns lo ilvOid damage. ln the event of a conflict be;tween such lines and plant locations, notify Landscape Architect and receive dire ... ·tion prior to proceeding_ The Contractor assumes responsibility for making repairs for damages resulting from_ work as herdn specified. 1.6.5 Grading, and S()il preparation work sha.Il be pedurrn~d only during the period when beneficial ,1nd optimum results may be obtained-If the moisture content of the soil should reach such a level that working it would destroy soil structure, spreading and grading operations shall be suspended until the rnobture cc)ntcnt is increas,,d or reduced to acceptable levds and the d,•,ired results arc likC'ly lo be obtained. 1.6,G Scc1led din1ension.s arc approxinrnte, B~fore proceeding with work, c,,rdully dicck and verify dimensions at,d imnu,diately inform the Landscape Architect of discrepancies between th,:, drawings and specifications and actuill L'o11dilions. 1.6.7 Quantities for plant materials are shown for convenience only, and 11ut guaranteed. Cht1ck and verify cour'lt crnd supply sufficient nun1.ber to fulfill intc:nt of drnwings, 'L6.8 Adc4uately sl,ke, barricade, and protect irrigation equipment, manholes, utility lines, imd other existing property during all phases of the soil a1nenchng and gra.Uing operations. I .6.9 Specimen Trrw Selection: .1 One sample ~~ach of each tree variety ~nd size, called out on dra\.vings, ·15 gallon and brg,•r sha!l be delivered to the project site for approval prior to installation. .2 The Contractor shall immediately remove trees not approved. . :i The Contractor, at his option and at his expense, m8y retain the services of the l. ... andscapc-Architect to review trees 15 ga1lon and larger tagged at the r11 .. 1rsery and/or rtt its plpce of groi.vthr or .<ls otherwise specified on dra\vings. 1.6,10 Shrub and tree samples: Typical samples, three each of all varieties nnd 5izcs of ull pL:1nt materials shall bE:! ~ubtT\illed for review at the :Jile a minimum of fiftec1) days prior to planting operations. Accepted samples shall rCrnJ.in on lhe site and shall be 1Ttaintained as standards of corn.parison for plant mat<erinls to be furnish<,d. S,,mples shall be incorporated into the work. L6TI Rejection and S1.>bstitution: Plants not conforming to tlw r,,quirements herein specified shall be considered defective, and such plants, whether in place or not, shall be n\iirkc,d ns :ejected and be immediately removed from the site of the work i.lnd rt..1placcd with ,H'Ct'pt,Jble plant materials. The plant materials shall meet ,ill e1pplicable inspections required by law. Plant:, sh<11l be of !he species, Vilriety, si:ie~ age, flowi~r (:olor (.Ind condillon as spedfied herein and/or as indicated nn. tl1tt Jniwings. Under no c.~nnditiun will there be any .substitution uf plant specie, variPly, or reduced sizes for those listed on the accomp,,nying drawings, except with the expressed written consent of the Landscape Architect l.6.12 All ulilities (water and ekctricily) used during the inst,llation anJ maintenance of th~ l1n1dscaping and irrigation systems for this project shall be paid for by the Own<.'r. 1.7 INVO!ClNC OF PLA\lT MATERIALS AND SOI\. PREPARATION AND SOIi. Pl,EPA!v\ T!ON CONFORMANCE TEST: l.7.1 Upon delivery of malcrials and completion of soil conditioning and gr~1ding, but prior lo inWaling planting operations, the Landscape ArchJtect with the herel,>fore specified signe(l ,·opies of required certificates, trip slips i:tnd invoices for soil prcparatit)rl n1r;-llerials, will invoice-such m~t1;>rit1l, c:umparing the total qL1antities of e;;ch material furnished against the total ,ire.i tu et1ch operation, lf the minitnum rates of application have not been llll-?l, the Landscape /\rchitcct will r!:'quire the distribution of additional q_u;:m!ities of lhcse nrntcrials to fulfill the minimun, application requirements s pcci t i,•d. '1.7.Z After in.tallatil)n of plant materials, and coinciding with the pre- muinlenance observation, the Landscape Architect with the heretofore specified signed copi.es of the required certificates, trip slips and invoices for the piant rn~1tl~rials ilnd related iterns, will invoict.'! tiuch material, cmnparing Lhe total area and/or the amounts speci/icd. 11 the minimum amounts have not been furnished, the Land,;cape Architect will require the installation of additional m~iteria.ls to fulflll the minimum requiren1ents specified or require that the Contrilctor pwvidc crndit(s) to the Owner- 17-3 A sc,niplc of the soil anwndments,including manufacturer or s\Jpplier certificate or invoice, shnll be delivered to the Landscape Architect within !hirly-l'ive (JS) days dftcr recording of the Contract. l.8 FINAL SOIi. AMUNl)MENT QUANTITIES: Upon completion of ;ill b,ickrill and/or rough grading of planted areas, a minimum of six (6) reprc,sentative samples of existing soil found in the planting areas shall t,._, tc1ken by the Contractor ;ind ,,t hb expense sent to an indep~ndenl soil testing laboratory /or an agricultural suitability analysis and recommendations for tjuilntity iind application rate of amendments ,ind inclt1de any corrective mca,ures req1.>ired Lo adjust pl J or salt ta acceptable levels. These recommendations shall then be compared with those listed in f',,rngrnph 3. I and the contract modified accordingly. The city must approve the soil tesl rec0n1.mcndMions. PART 2 -l'RODUCTS 2.-i SOIi. AMENDMEc\lT AND l'ERTILIZER: 2.1.l Soil conditioner shall be Butler's Mill Loamex, Wilbur Ellis Wil-Gro Life, Sequoia Purest Products Forest l Iumus or T~rra Products Tt1na Blend. 2.1.2 Gypsum shall be a commercially processed and packag<?d gypsum (Ca So, 2H 0) with minim urn 80% grade containing 14% minimum combined sulfur. 2.1.3 Iron Sulphate: Ferric or fc:rro1.>s sulphate in pelleted or granular form containing not less then 18 percent metallic iron. Material shall conform to the Agricultun>I Code of the State of California- 2.1.4 Pre-plant fertilizer shall be Gro-power 5-3-1. Nitrogen Phosp boric acid Potash 1 % minim u1n 10% mmimum 10% minimum 2.1.5 Post-planting Fertilizer: Organic base, long lasting, nonburning, slow release, free flowing, uniform in composition, suitable for application with ,ipproved equipment, and shall contain the following minimum availab:e percentages of weight of plant food with trace mi~,erals of 3 percent iron (expressed mctallk) and 5 percent sulfur (element,,!). Nitrogen Phosphoric acid Potash 14% minimum 7% minimun1 3% minimum WARNING: Some fertilizers contain chelated iron which has caused staining of concrete surfaces in other projects. Contractor shall be responsible for removing all iron stair)S from concrete by sandblasting, or as directed by architect£ at no additiom.11 cost lo the Owner, 2.1-6 Planting Teblets, Tightly compressed chip type commercial grade planting tablets, Agriform or approved equal, of varying sizes with the following available percentages by weight of plant food, Nitrogen Phosphoric acid Potash 20% minimum 10% minimum 5% minimum 2.2 PLANTING BACKFILL: 2,2_ 1 Planting backfill shall be a thoroughly blended mixture of topsoil amendments at the following mixture: Soil Conditioner I part Stock-pile<.i on site soil 3 parts Iron sulphate 2lbs/percu. yd. of mix Gypsum 10 lbs/ per cu-yd of mix Pre-plant fertilizer 4 lbs/per cu. yd, of mix * This mixture may be modified per soils test results. Soil to be used as planting medium for the project shall be fertile, well-drained, of uniform quality, free of stones over 1 inch diameter, sticks, oils, chemicals, plaster, concrete and other deleterious materials. On-site soil may be stockpiled for re-use provided ii meets all requirements. 2.2.2 Planting Backfill for palms wi.11 also include the following: ·1 oz_ "Basic H" per 5 g,illons of water 2 tablespoons of "stem" per 5 gallons of water Include I() backfill mix when backfilling is almost completed, then saturate with water. Both items are available through \.Y.D. Young, (619) 347- 7906. 23 STAKl\lG MATERIALS Single staking: Stakes shall be of lodgepole pine. These shall be straight shafts, shaved and cut clean and bare of branches and stubs, of uniform thickness with a minimum diameter of 2 inches, free of loose knots, splits or bends. Stakes shall be no less than eight (8) foet in length. 2-4 GUYJNC MATERIALS 2.4.1 Cuy wires shall be of pliable, zinc-coated steel of No. 12 gauge. 24 2 Anchors (deadman) for holding guy wires shall be of 4 inch by 4 inch (4" x 4") solid lumber, 1 '-6" in length, or materials as shown on the details on the drawings. - 2.4.3 ! lose for covering wire shall be of 2-ply reinforced rubber, used or new, garden hose type of at least 1/2 inch in diameter, 2.4.4 Warning 'flags', to be attached to guys, shall be of 1/2" PVC pipe and four feet long, '.45 Tree ties shall be Bordon Cinch-Tie or equal. 2-5 PLANT MATERIALS 2.5.'I .\lomendaturc: The scientific and common names of plants herein specified conform with the approved names given in "A Checklist of \Voody Ornamental Plants of California", published by the University of California, College of Agriculture, Manual 32 (1963). See list of plant material on drawings. 2.5,2 Quality and size of all plants shall be No. l, of Pinto Tag stock. Th~y shall be vigorous, of normal growth, free from disease, insects, lnsect eggs, and/or exceed the measurements specified. Pinto Tags shall be submitted to the Landscape Architect. 2.5.3 Container stock (1 gal., 5 gal., and 15 gal. boxes) shall have grown in containers for at least six months, but not aver two years. No container plants that have cracked or broken balls of earth, when taken from the container, shall be planted, except upon special approval. No trees with damaged rcJots \,r brobm bolls shall be planled- 2.5.4 Pruning shall not be done, prior to delivery, except by written approval. 2.5.5 Observation of J'lant Materials, required by City, County or State authorities, shall be a responsibility of the Contractor, and where necessary, he, sh,ill have secured permits or certificates prior to delivery of plants to sit", -------------- 2.5.6 Plants shall be subj<?ct to observation and approv~l or rejection, ,,t the project site at any time befor€ or during progrc~,s of w(>rk, for size, variety, condition, latent defects and inj\Jrie:; Rejected plants shall be removed frDm the orojecl site immediately. 2.5.7 Substit1.>tlons will not be permitted except th,>t if proof is submitted that any plant specified is not obtainable, a proposal will be considered for use of "'.:he neare~t equivalent size or variety and cost. 2.5.8 Quantities shall be furnishccl as n,,eded to complete work shown on drawings. 2,5,9 The Landscape Architect reserves the right to observe root condition of any species, particularly those grown from seed, and if found ddeclivc, to reject the plants represented by the defective ;;aniple. 2.5.10 Identify plant species or varieties correctly on leflible, weather-prnof labels allached securely at the job site. There shall be a minimurn of one Ie,beled plant for each 5 plants in a lot. 25.11 Grnundcover plants shall be healthy vigorous rookd cuttings grnwn in flats until tran;;planting. 2.6 CRASS OR TURF: See dniwings for location and type of turf. 2.7 2.7.] HEI<lllCIDE: Pre-emergent herbicide shall be Surt1an, Tref1;1n, Dymid or equal. 2.7.2 Weed contact spray shall be Roundup or cquaL 2_8 MULCHING MATERIAL: Mulching malecial shall be 3/8" -1 /2" dia, screened fir bark, Vit,i bark, or approved equal-Shredded 'SDC&E_' J):'.P.~ 91u!c!i.!lllil(l>~used,_i.f s'f;,Pri:>v.ed in -, ,"l't'lliti.g, Qj,C.the-,La.ndscape Architect-I''-'-9-,1,.,,.,c<c., v .. <;c,· ~ <,o , .•. l'>\-1 v-i✓rl., .' P,'--( ., .. 1,1 1'• ,., ·•·•f"-c~,,n~--· t,cf,:' · ; __ --i-r~ r::.-F,, , ',f-.,_ ~ , -·: ' ··•.•• .,. ~--·' • ·••• -~ ,,. I 2.9 ROOT BARRIERS: #CB-24-2 root barriers as manufacturer by Deep R<X1t Corp_ or approved equal Configuration of root barriers may differ for varic)us planting areas . PART 3 · EXECUTION 3.1 SOIL CO'-JD!T!ONING, FERTlLJZ!NC & ROTOTil.l.lNG: 3.1.1 After the areas have been graded, the followmg rates of soil conditioning and amendment materials shall be evenly spread over all planting areas and shall be thoroughly scarified to an average d,,pth of six (6) inches by rototilling a minimum of two (2) alternating passes: (Thts is to be used as a basis for bidding, and may be modified bilsed on soil tests.) J Soil conditioner Soil sulphur Iron sulphate Gypsum Pre-plant fntilizer 4 cu yd. per 1,000 sq.ft. 20 lbs/per 1,000 sq.ft . 20 lbs/per 1,000 sq_ft_ 100 lbs/per 1,000 sqft_ 20 lbs/pl'r 1,000 sq.It. .2 Fertilizer shall be incorporated into the top six (6) inches of finish grade, Fertilizer shall be applied after leaching operation, 3.1.2 The thoroughness and completeness of the rototilling ,md incorporation of the soil conditioners/amendments shall lxi acceplc1ble to the Landscape Architect/Owner's repres1anlative-l'or slopes 2:1 and ;;te,•per, or as per the dr~wings, omit soil conditiorwr application and tilling. ➔t-3:-·-Beep--wftler-leaehing: ',. NA .1 Afte.-compl~te insta_llation and testing of the irrigation sys'7m, aff' - areas shall be deep water !eacned ond-t'Ornpactscd a11d settled by conllnuous application of irrigation watet until the soil hc)S rcccdv,'d a minimum of !2'.' of ¥.rater. --- .2 Afler leaching -Openl-lit$.l; soil samples sh,>ll be taken by Contractor p,•r Architect's direction ai1d given lo the Owner's soil labllratory for testing. Soil test shall meet the following requirements: ill -··· .. , ----,.-• - 3.1.4 Care shall be taken that !he rate of application of water does nol-eaHSe--, erosion o, 91-uffit,g-et-seils, Do nN underta[e leaching operations in ---' ' e x-p~uisi ve sOils. · __ ~-~ • 3 1.5 All depressions, voids,.eros.ion scars ~nq settled trenches generaf,,d by the deep w,,tering shall be filled with conditioned topsoil and brought to __ finish grade. 3.2 FINISH GRADING: 3.2.J Finish grades shall be as indicated on landscape and civil drawings, Contractor shall notify Landscape Architect for a decision should any discrepuncies exist between the, drawings and site conditions. 3.2.2 T'inish grades shall be measured as the final water compacted and settled surface grades and shall be within :t...01 foot of the spot elevations and grade lines indicated. 3.2.3 l'inish grades shall be measured al the top surfa,;e of s1.>rface n1atcriah;. 3.2.4 Molding and rounding of the grades shall be provided at all changes in slope. 3.2.5 All undul.\tions and irregularities in the plar1ting S\Jrfaces resulting frorn tillage, rototilling and all other operations shall be leveled and floated out before planting operations are initiated. 3.2.6 Tilke every precaution to protect and avoid damage to sprinkler heads, irrigation Jine5, rtn.d other underground utilities during grading and conditioning op,;n,tions_ 3.2.7 Final finish grades shall insure positive drainage of the site with all surface drainage away from buildings, wails, and toward roadways, drains ~nd catch biloins- 3.2-8 Final grades shall be acceptc1ble to the Landscape Archit1;ct before planting operations will b<' allowed lo begin . 3.2.9 Planting S\Jrfaces shall be graded with no less than 2 percent surface slope /or positive drainage. 3.3 PLANTING: 3.3.1 The layout of locations for plants and outlines of groundcover becls to be planted shall be approved on the site by the Landscape Architect prior to their planting. All such locations shall be checked for possible interference with existing t1nderground piping prior to excavation of holes. If underground construction or utility lin~s are encoun\t•red in the excavl:'ltion of pl,mting areas, other locations for the planting may be selected by the Landscape Archi:ect. Damage to existing utilities shall be the responsibility of the Contractor. 3.3.2 Pl;inting Trees, Shrubs and Vines: .1 All excavated holes sh-all have vertical ;ides with roughene<.i surfaces and shall be of the minimum sizes indicated on· drawings: J-Ioles shall be, in all cases, large enough to permit handling_ and planting without injury or breakage of root balls or roots. \ I ' \_ ECe -Maximum 3.0 VAN DYKE &ASSOCIATES pH -Maximum 7.50 -Minimum 6.()() Landscape Arch1l&c:H,re Pra:,n!ng u,t.ian Os.sign 2r41 FcurlhAvenue San Di~. CA 9210:1 619 294-04!}1 .3 Re-application of s01l Jmendment and l,:,a.;hing opera:i±<;_tt shall be waived by the Owner's representative if in his opinion the F.C and pH are at acceptable levels. _,.... ,,. .4 Deep water leaching sl\aH be OOI>e--J3i"ffit'-!e <Re appli-<catk,,. -&f--lhe cooun~rcial .fer! i li ?er APPR.OVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOC~A TION OF PLANTING AREAS. . "AS BUILT" RCE ___ EXP. ___ _ REli1EWED BY: INSPECTOR DATE DATE 1-----t-------t------------------+---+--+----i-----t I PLANTING SPI"C!f'ICATlONS BLUE BUILDING -PHASE 1 5928 PASCAL COURT l 1---~---1-----.. •~-------•"--------tf---+----+----1-----t i----+-------t------------------+----+-··---+----+----1 ::=:=:::::::=::::::,==CC,3~n===========::=::: APPROVED /L ; fl ,C ---,--,--4-'' =~-.,,,-'""'-'/ ___ --"",_5{), 7 .I_ ASSISTANT PLANNING DIRECTOR DA TE DA 1£ IHlllAL ENGINEER or WORI< REVISION DESCRIPTION D\\N BY: PROJECT NO. OAT£ IHllV,L ___ ~D_A_n:_~lH_ITl_Al----1 CHKD BY: ___ p n , -RF "130.,::.., OTHER APPROVAi. CITY >J>PRCVAl RVWD-_,..B_,_Y:'--====--"--1 __ ,_·~ ___ v_-__ DRA\'Y1NG NO. ?42'?'- C.M.W.D. JOB NO. q5,-2o7 .2 Excavation shall include the stripping and stacking of all acceptabk soil encountered within the areas to be excavated for plernt pits and planting beds Protect all areas that are to be truck<?d over ,nd upon which soil is to be Lemporanly t,l__it.:.k.ec..1 penJrng lls re-usl.' fur tht.' Idling:;; 0f l\uh:s, pits and beLb. .3 Excess soil, generated from the planting holes shall be spread on the site as directed. 4 Plants in can containers shall have the cans npeiwd by cutting vertically on opposite sides of each can with nursery can openers, tin snips or other approved instruments for this purpose. All used cans shall be removed to the ston:ige area or from the site d"ily. .5 The plants shall be plankd at approved locations with the heretofore, specified conditioner and soil planting backfill. 6 The plants shall be placed in the planting pits on the backfill material which has been hand-tamped and water settled to the rootball base levels prior to the placement of the phrnts. After setting the plants, the remaining backiill m.teri1JI shall be carefully tamp~d and seltled around each rootball to fill all voids, . 7 Each tree and shrub shall be placed in the center of the hole and shall be sc,t plumb and held rigidly in position until the planting b,,ckfill has been tamped ilrOund each rootbatl. .8 All plants shall be set at suc;h a level thM after settling they be,u the same relationship to the surrounding finish grade as they bore to thG soil line grade in Lhe conti1iner, unless otherwise notc-d. 9 Planting tablets shall be placed in each planting hole at tl1e following rates: 1·5 gram tablet per liner and flat size plant 1-21 gram tablet per gallon container 3-21 gram tablets per S gallon container 4-21 gram tablets per 15 gallon container 1-21 gram tablet per each·4 inch of box size .10 \lo plant will be acrepted if the rootball is broken or cracked, either be/ore, during, or afte:r the process of installation. .11 All plants shall be thoroughly watered into the full depth of each planting hole immediately ,ifter phuiting. . 12 All trees, 15 gallon or larger, shall be staked p~r the dt'taib on the drawings. The stakes shall be driven in plumb and s,,ture. Specbl care ;hall bet.ken that the driving in of the stake does not damage the tree roots or rootball. Tree til's shall be fostened to each tree and stake by looping figure 8's with the inside diameter of the tie at 2 or 3 times the diameter of thl' tree and by tacking the back of the tie to the stake .13 Guying: All specimen trees 24 inch b(>x and larger shall be guyed per the details, if indicated on the drawings. . 14 All vines shall be installed per details on the drawings. .15 The staking and guying shall be ;1ccomplished in such a manner as to insure the proper and healthy growth and the safety of the plants, property, and the public. .16 The Contractor shall be responsible /or all surface and subsurface drainage required which may affecl his guarantee of the trees, shrubs, and vines. .17 Pruning after planting shall be required on all trees, shrubs, and vines when necessary to provide the specified or approved standard shape.,, i'urrn r1nd/or sizes characteristic to c-ach p1ant. Pruning may include thim)ing, topping, and/or cutting and shall be under the direction of the Landscape Architect. Cuts over 3/4 inch in diameter shall be painted with an approved tree sealant. 3.3.3 Planting Groundcovers: . l Croundcovers shall be planted in the areas indicated on the drawmgs. The groundcover pla11ts shall be rooted cuttings grown in flats and shall remain in those flats until transplanting. .2 All groundcover plants shall be planted with soil around roots in staggered row, evenly spaced at the intervals called out on the drawings. .3 The groundcover plants shall be planted sufficiently deep to cover all roots and a 5 gram planting tablet shall be placed in €ilCh planting hole and shall be immediJtely sprinkled after planting until the entire area is soaked to the full depth of all holes /1\ '" .4 The groundcover planting area shall be hand smoothed after planting ~ provide an even, smooth final finish grade. ,,..--./ ,' . ...__,.,, ' .. -----~ ,.,·•···••· • . •••, ----., ,,.--•~-• . ., ·• • . .. ~ 3.34 Sodding of Turf.Areas: . . . . , . ·,, .I In turf areas which are to be sodded, all rotot1lhng, sol! condllmrnng and rock and debris removal shall be completed before the Contrnctor shall install approved sod. / . 2 Prior to placement of sod, the areas shall be finish graded smooth with a uniform grade between walk, curbs, steps and buildings. The Contractor shall obtain approval of finish grades prior lo placement of sod. .3 Sod shall be laid in staggered row, following the grade elevatio,,s. (Do not lay sod perpendicular to slope of grade.) · .4 Sodded areas shall be thoroughly watered and kepl continuously moist as required. .5 Re-sodding: Sodded areas which do m,t sh,,w a prompt 1-' establishment within 10 days after installation shall be rt'-sodded llntil an .. / acceptable stand of grass is assured._ -·. . . , ··-··' '• '•, "" r ·• • • •• •-....,~~--·•·-·-· .. 3.3.5 Planting Palm Trees _1 Upon arrival, palms should be planted inurnodiately or stored for no more than 3 to 4 days in a shaded area where the total tree must be kept damp lrequei\tly. If they are stored /or more than a day, C'1vcr th(, root balls with ~ burlap tarp and keep the tarp moist. I :Gm AEPROGRA;>1-11C$ .2 Palms are to be carefully unloaded off the truck. Set the choker on the outside. ~o as to nol turn the palm to the inside as it is lifted. Use nylon chokt~rs only. .3 Plant pits Me to be dug 5' x 5' wide and 7' deep.· llackfill to the bottom of the ro,,tb,111 wilh washed conrrete sand. Palms are not be pl;mted more than one foot (1') below original grade. .4 !'alms are to be placed in th€ pit and walered as tlwy are backfilled. The backfill sand is to be washed into the voids around !he roots and thoroughly saturated while the palm is being planted. Backfill with backfill mix pt·r specifi<'i.llion st,clion 2,2.·1. .5 From palm planting to thirty (30) days after irrigation is in operation, contractor is to check for w,tter penetration and drainage throughout the root ZOn!:. once a week and monthly thereaftf'r for the du.ration of the warranty. Monitoring of water levels can be done by lowering a tape measure into the ;;.t;rnJ pip('. .6 lf water is properly drained, irrigate palms with 100 -150 gallons cvf.~ry five (5) day!i until Pstn.blishcd, (TheS(\ are cstim.H0s only and an.~ ti:ubject to chc1ngL1, irriga.tc-cts rn~t>d(;"d) . .7 1\ftcr 4-6 weeks, ,>pply 4 lbs. of "Wood Ace -Palm Special" fertilizer per trtc, monthly. After six (6) monlhs, and at six (6) month intervals, apply 5-6 lbs. per palm tree. Apply fertili2er in a I loot band around the base of each p~h~1, 1 foot aw.i:1y from the frur:.k. Fertili✓.:t1r is available from \,V.D. Youngr (619) 347-7906. .8 P,ilm frond strings are to be left tied for approximately forty-five (45) days. in wind conditions, they ,ire to be left tied longer. In hot, dry conditions, strings are to be ,Jntied ::-ooncr. As p,:1\m.s start to indicate new growth, .strings arc to bt:> removed. .9 After fourteen 04) days, then monthly, spray the fronds with !he following mixture (do not exceed recommended rates). Rates 1Jre for iJ 100 gallon tank. .!. Kocidc' 101 WP (3/4 lb.) or Manzate'* 1 qt./100 gallons of water .2 W.R. Cracc's Minor-Gro (1 /2 cup) .3 Hydr,lled urea (5 cups or 2 l/2 lbs.) 4 Spreader ~ticker (8 oz. • "Basic l I") ·" Ben late (l lb./'l 00 gallons of water) .6 O~nion: lns(!-<.'lkidc (f-lpply per n)anufacturer's recomn1endation) All rates are ,e\X:>mnwnd<>tions only. Do not excetd label directions . 'Also called Co,,pcr T.S. (Alternate I qt. Bravo 500/100 gallons of willer) "Also called Dilhane Flowable (Alternate l qi. Bravo 500/100 gallons of WcHCr) IO PnH\in)l of fronds shall be done only when necessary, withm three (3) _yi:•..1rs of lrnnsplanting, Do not Ct.it M1y fronds thal are partially grel.'n, Tools used tor trimming/pruning are lo be sterilized with a 50% bleach solution before and after trimming/pruning of each palm . . 11 Guy palms per palm guying detail (optional at owner's request) . 34 T-JYDROSEEDINC .1 Hydroseeding shall be applied in the areas indicated on the drawings in acccordance with the mix indicated on the drawings. 2 hydroseeding Equipment: Hydraulic equipment used for the application of fcrtiliz;,r, seed, and slurry of prepared wood pulp or fiber shall be of the 'Super l Iydro$eeJer" type. This equipment shall have a built-in agiL<1lion system wi~h an operating t(lpacity sufficient to agitate, suspend, trnd hon1ogencously mix a slurry c~,ntaining 1,200 pounds of mulch and seed. The slurry dbtribution lines shall be l,,rge enough to prevenl stoppage and shall provide even distribution of the slurry The slurry tank shall have a mrnimum cajoacity of 1,350 g<1llons and shall be mounted on a traveling unit which will p ace the sh,rry tank and spray nozzle's within sufficient proximity lo the areas to b~ spnkyed so as to provide llr'tiform dbtribution without waste . .3 Applicatir,n Method· Using the wood pulp as a guide, spray the soil with a uniform visibl,1 c,,,1t of slurry. The slurry shall be applied in a sweeping IlH)tion, in an arched stream, so as to fall like rain allowing the wood fibers to build upon each olher, until a cornplete, even coverage coat is achieved, .4 J·Iydroseeckci ,ne,>s shall be kepi moist at all times 20-24 days after pL·rnling or until the new grcn,vlh of lh£> pl.1nts are sufficiently \Vt.JI CSt"1blishE1d. 5 li ydrosecdcct areas ;;hall be protected against loot traffic and other use immediately after hydrnseeding is completed by placing waming signs and lernporary twin~ and nagging around the areas. .6 Rc-hydrosccding ,)f bare areas shall be done 30 days after initial application, :l.5 HERlllCIDE APPLICATION: l\ot,': All herbici.de or pesticide applicatwns shall be performed only by personnel lin:nsed for such work by th<" State of California . Pre-emergence herbicide shall be c1pplied to planted groundcover areas only, and in accordance Yvilh manufacturt~r's fipecific:cttior1t:i. Do not apply in turf iHea:; Owner's Rcprcscntativ(: shall be notified and present at the time of ~1pplic<1lion, 3.6 CONCRETE MOWSTRIP: Cone"Tele mowstrip sh,11! be installed as per drawings. 3 7 MULCI IINC: l.anJSCi!ped or bare soil areas 3:l or less in slope gradient, and in other areas if indicatf:-d on the dn1wmgs, shall be covered with the .specified mulching material to " minimum d,:,pth ,,f three (3) inches. A~ proj<;.!Ct progresses, Cunlractor shaH maintain al1 areas in a neat ma:nner and r~m'1ve unsightly debris as necess~ry. Alter completion of projed, Contractor shall remove all debris and containers u~-;ed in accomp1ishing work. He shall sweep and clean i\11 sidewalks, asphalt, and concrete areas adjilcenl lo plantings. • • APPR.OVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLA.NTING AREAS, VAN DYKE &.ASSOCIATES Landscape Arch1toctu1e Plaruilng Urbt..J) Di.sign "AS BUILT" RCE ___ EXP. REVIE'M::D BY: INSPECTOR 27◄1 Foor th A,,anue £.an DiAQO, CA 92103 619 29HJ.o( 6-l DATE DATE ' I I I ' I l-1-11_,~_•'_ ,.,.,+-~-4&_. _._"'_.,.i_c .... __ u_N_·_·· ·_· -_, ..., __ •---~---1----t---+i_-_2.1_.,..,-+-n-t::.---, L@J C IT;Lt\N~l~G o¥P1l;!;~;1 AD ~%s; ,~ ~ 1------+--+---------------+------t--+---t----t/ := P=L=A=N=T~1N.::G=sP=E=c=1=F1=c=A=T=1o=N=s====== .. t-:::::-~~1, .' h i, 1-~---+------·_-.. ,.._ .. __ -_-_-_-_---::._~---::._-_~>---_-__,~----~---_-__,+_-_---1~ BLUE BUILDING -PHASE 1 1----+--+-----------+--1-----+---+------i l 5~8 PA~CA _ cou RT APPROVE~&h#" ~ /J.) . , A 6-}O·71 ASSISTANT PLANNING DIR§Cif2R / DAT£ OWN BY: ,' ~==,,=R=O:::.JEt:.c=r::::::::N=o=. :::~.=-~-=D=R=A=Wl=N=t;=N=O=:. CHKD BY:----Pi:<.E-(~~ · r.•,:; -:0.../1? '°,! RVWD BY: -I -V -,:.f-+ ,_ ./ - DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITl,'.L 0A1E INITlAL OTHER APPROVAL CITY APPROVAL C M.W.D. JOB NO. &j:;:, • Z07 l- o: • RUTHERFORD ROAD • (E) (E) \ \ \ \ \ \ \ \ \ • (E) E-12") □ • (E) fl) "-L_/i(E) (E) LIMIT OF WORK TYP. I (E) (E) 0 10 20 40 SCALE AND NORTH c:::p □co !,i,. ,,--NOTE: (5) EXISTING KING PALMS ARE TO BE RELOCATED AND INTEGRATED INTO ____ , NEW PLANTING. -PLEASE REFER TO 60 I LANDSCAPE PLANTING I PLAN, SHEET 25, FOR l EXACT LOCATIONS. ---., I I ,,,--,---,. -□ Smith Consulting . Architects 12220 El Camino Real Suite 200 Saa Diego Ca.lilornla 92130 (858)793-4777 Fax (858)793-4787 - \ I (E) 0-- ----(E-6") (E) □ (E-14") TYP. R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com -- (E) \ \ (E) L.A. REVIEWED BY: INSPECTOR \ \ \._ DATE EXP. DATE (R) DEMOLITION LEGEND: PLANTING AND IRRIGATION ITEMS · 0 DEMOLISH AND REMOVE FROM SITE EXISTING TREE. NOTE: CONTRACTOR SHALL TAG ALL TREES TO BE REMOVED FOR REVIEW AND APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO DEMOLITION. REFER TO EXISTING TREE LEGEND FOR SPECIES DESCRIPTION. ~ @ DEMOLISH AND REMOVE FROM SITE ALL EXISTING SHRUBS AND GROUNDCOVER IN AREA INDICATED BY HATCH. PREPARE SOIL FOR NEW PLANTING PER SPECll'ICATIONS. -0 DEMOLISH AND REMOVE FROM SITE EXISTING TURF. REMOVE WEEDS, ROOTS, STONES, ETC. AND PREPARE SOIL FOR NEW PLANTING OR PAVING AS REQUIRED. NOTE: CONTRACTOR MAY RE-USE EXISTING IRRIGATION MAINLINE AND SLEEVING TO EXTENT POSSIBLE. REFER TO IRRIGATION PLAN, SHEET 7, FOR ADDITIONAL INFORMATION. DEMOLITION NOTES A. REMOVE ITEMS NOT REQUIRED FOR FILL OR RE-USE FROM THE PROJECT SITE, AND DISPOSE OF IN ACCORDANCE WITH LOCAL CODES. DO NOT BURN RUBBISH OR DEBRIS ON SITE. B. ANY DAMAGE TO EXISTING PLANT MATERIAL OR HARDSCAPE ELEMENTS THAT ARE TO REMAIN (I.E. CURBS, WALKS, WALLS, ADJACENT PROPERTY, ETC.) SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. C. CONTRACTOR SHALL LIST ALL EXISTING TREES TO REMAIN THAT HAVE HAD WORK PERFORMED WITHIN 6' OF TRUNK ON PLANT MATERIAL GUARANTEE. PROTECT TREES IN PLACE: DO NOT COMPACT SOIL UNDER DRIP LINE, DO NOT PARK VEHICLES WITHIN DRIP LINE, DO NOT STORE MATERIALS WITHIN DRIP LINE, OR OTHERWISE HARM TREES WHICH ARE TO REMAIN. D. ALL SURFACES WHERE GROUNDCOVER HAS BEEN REMOVED SHALL BE GRUBBED AND BROUGHT TO A CONSISTENT GRADE HAVING NO IRREGULARITIES, TO THE SATISFACTION OF THE OWNER. E. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITY LINES. PIPES, VAULTS, OR BOXES PRIOR TO ANY EXCAVATION. NOTIFY OWNER IMMEDIATELY AND REPAIR ANY SUCH ITEMS IF DAMAGED. REPAIRS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. F. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF FIELD CONDITIONS SHOULD VARY FROM THOSE SHOWN ON PLAN. G. LOCATIONS OF EXISTING SITE ELEMENTS (I.E. SIGNS, LIGHTS, VENTS, HYDRANTS, TRANSFORMERS, ETC.)ARE APPROXIMATE. NOTIFY THE OWNER IMMEDIATELY IF THE LOCATION OF THESE ITEMS INTERFERES WITH THE PROPER EXECUTION OF WORK. H. VISIT THE SITE PRIOR TO SUBMITTING BID. ALL TREES TO BE REMOVED SHALL HAVE ROOTS GROUND TO 3' BELOW FINISH GRADE. J. ALL CLEARED AREAS SHALL BE TREATED WITH HERBICIDE FOR WEED CONTROL PER LANDSCAPE SPECIFICATION 02950, SECTION 3.01, B. ENSURE THAT AREAS ARE FREE OF KIKUYU GRASS AND OTHER WEEDS PRIOR TO INSTALLING NEW PLANTING OR HARDSCAPE. EXISTING PLANT LEGEND SYMBOL BOTANICAL I COMMON NAME BOTANICAL/ COMMON NAME TREES: f{) ARBUTUS SPP. / 0 MELALEUCA QUINQUENERVIA I STRAWBERRY TREE PAPERPARK TREE 0 (i) ARCHONTOPHOENEX CUNNINGHAMIANA/ KING PALM CUPANIOPSIS ANACARDIOIDES I CARROTWOOD ERYTHRINA CAFFRA / CORAL TREE EUCALYPTUS SPP. I EUCALYPTUS FICUS NITIDA/ INDIAN LAUREL LIQUIDAMBAR STYRACIFLUA / AMERICAN SWEET GUM ~ fl) 0 ~ PHOENIX ROEBELENII I PYGMY DATE PALM (MULTI-TRUNK -VARIOUS SIZES) PITTOSPORUM SPP. I TOBIRA PLATANUS RACMOSA I CALIFORNIA SYCAMORE PYRUS CALLERYANA I ORNAMENTAL PEAR SYAGRUS ROMANZOFFIANUM / QUEEN PALM TIPUANA TIPU I TIPU TREE NOTE: EXISTING TREES MARKED WITH AN (E) ARE TO BE PROTECTED IN PLACE. EXISTING TREES MARKED WITH AN (R) ARE TO BE REMOVED. THE NUMBER ADJACENT TO THE EXISTING TREE SYMBOL INDICATES THE APPROXIMATE TRUNK CALIPER, MEASURED AS DBH (DIAMETER AT BREAST HEIGHT) FOR TREES OR THE BROWN TRUNK HEIGHT (BTH) FOR PALMS. NOTE: LANDSCAPE DEMOLITION PLAN INDICATES PLANT MATERIAL REMOVAL ONLY. REFER TO ARCHITECT'S SHEETS FOR HARDSCAPE DEMOLITION. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 5/22195 DATE BY DESCRIPTION REVISIONS APP'D CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE DEMOLITION PLAN 5928 PASCAL COURT CARLSBAD, CALIFORNIA 92008 APPROVED j(£J. l l:r-f:il~:fr [Z.•\'Z.--l"i PLANNING DATE OWN BY LA PROJECT NO. DRAWING! NO. CHKD BY RS FIELD BY PRE 95-05 342-5L RI HT-OF-WAY l- o: ::> 0 0 ...J < 0 (/) < a. TUR n LJ RIGHT-OF-WAY FOR CONSTRUCTION ENLARGEMENT, SEE SHEET 16 RUTHERFORD P.A. Fi-I [;()(] 0 XFMR XFM!'< □ -----=['2]=---""[J P.A. I 10 20 40 FOR CONSTRUCTION DETAILS AND NOTES, SEE SHEETS 17 -18 SCALE AND NORTH ROAD ' I I 60 I RIGHT-OF-WAY □□□ U) TEL Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego California 92130 . (858)(98-4777 Fax (858)793-4787 " - P.A. r - IPROPrRTY LINE I ------------ ' P.A. - ' ~ \ \ ' \ ,1~----1 \ ~ '.---I \ \ P.A. ' ~ \ P.A. ----- - -=-- PROPERTY LINE \ \ I -----~1, I 6 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 v-.ww.ridgela.mm \P.A. ----------\ \ 1.----------1 \ ~L-------,J ----------\ \ ___ ____...._ \ - ----------\ ~ \ ~ \ \ ----------\--< -------\ \ ----------\ ____ _..L L.A. REVIEWED BY: INSPECTOR - EXP. PROPERTY LINE CONSTRUCTION LEGEND CD CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET 17. @ CONSTRUCT TOOLED SCORE JOINT PER DETAIL B. SHEET 17. @ CONSTRUCT EXPANSION JOINT PER DETAIL 8, SHEET 17. © CONSTRUCT SAWCUT JOINT PER DETAIL 8, SHEET 17 ® CONSTRUCT CONCRETE STAIRS WITH HANDRAILS PER DETAIL F, SHEET 17. ® CONSTRUCT CONCRETE RAMP WITH HANDRAILS PER DETAIL G, SHEET 17. 0 CONSTRUCT CAST-IN-PLACE CONCRETE CHEEK WALL PER DETAILS F & G, SHEET 17. ® CONSTRUCT COBBLE MAINTENANCE BAND WITH METAL EDGE PER DETAIL D, SHEET 17. ® FURNISH AND INSTALL WALK-OFF MAT PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL POLE LIGHT. 11' HEIGHT. PER DETAIL M. SHEET 18. REFER TO ELECTRICAL ENGINEER'S SHEETS FOR ADDITIONAL INFORMATION. @ FURNISH AND INSTALL POLE LIGHT. 45" HEIGHT. PER DETAIL L, SHEET 18. REFER TD ELECTRICAL ENGINEER'S SHEETS FDR ADDITIONAL INFORMATION. ~----... ....----....~ ~~ ~ ............................ ~ .................................................................................................................................................................................................... _, (@ FUmI1s1 I N/8 IPISTALL PLANT CONTAINER PER DETAIL E, SliEET 17. OMIT ) I\ h--'-'-'-'-'-'-'-'-'-'-'--'--'--'--..., '-'---'--'-'-'-'-· '-'.Z.1.1 @ FURNISH AND INSTALL TABLE WITH CHAIRS PER DETAIL H, SHEET 18. @ FURNISH AND INSTALL TRASH RECEPTACLE PER DETAIL J, SHEET 18. @ FURNISH AND INSTALL BENCH PER DETAIL I, SHEET 18. @ FURNISH AND INSTALL ASH RECEPTACLE PER DETAIL K, SHEET 18. @ CONSTRUCT CONCRETE MOW STRIP PER DETAIL N, SHEET 18. THE FOLLOWING ITEMS ARE FDR REFERENCE ONLY: @ CONCRETE CURB PER CIVIL ENGINEER"S SHEETS. ® PARKING LDT PAVING PER CIVIL ENGINEER'S SHEETS. @ DOUBLE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS @ PARKING LOT STRIPING PER ARCHITECT'S SHEETS. ® TRASH ENCLOSURE PER ARCHITECT'S SHEETS. ® EXISTING TRANSFORMER TO BE PROTECTED IN PLACE. @ EXISTING UTILITY TD BE PROTECTED IN PLACE . @ EXISTING PARKING LDT LIGHT FIXTURE TD BE PROTECTED IN PLACE. 0 EXISTING CURB TD BE PROTECTED IN PLACE. 0 EXISTING CONCRETE PAVING TO BE PROTECTED IN PLACE. ® EXISTING CONCRETE SITE WALL TD BE PROTECTED IN PLACE. © PARKING LOT HANDICAP RAMP PER CIVIL ENGINEER'S SHEETS. ® PERMEABLE PAVERS PER CIVIL ENGINEER'S SHEETS. ® RETAINING WALL PER CIVIL ENGINEER'S SHEETS. @ EXISTING FIRE HYDRANT TD BE PROTECTED IN PLACE. COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER COLOR I FINISH I MODEL PAVING: fn.:?;,n :20:,I §] CONCRETE PAVING NATURAL GRAY/ STEPS & RAMP LIGHT WASH #05 I .... l ..... .. .. . ..... . ... , .. ..... . ... . ..... . ... ,. ..... . ............ ·.·····• ®] CONCRETE PAVING NATURAL GRAY/ MEDIUM WASH #25 §I DECORATIVE KRC ROCK BLACK MEXICAN PEBBLE, COBBLE (760) 744-1036 3'-5" DIA. COMMENTS FINISH TO BE GRACE TOP-CAST' SURFACE RETARDER #05 FINISH TO BE GRACE TOP-CAST' SURFACE RETARDER #25 NOTE; CONTRACTOR SHALL PREPARE 4' SQ. SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS. FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. WALLS; SITE FURNISHINGS; CAST-IN-PLACE CHEEK WALLS TABLE W/ CHAIRS CREATIVE PIPE (800) 644-8467 1S21 BENCH CREATIVE PIPE (800) 644-8467 TRASH RECEPTACLE CREATIVE PIPE (800) 644-8467 NATURAL GRAY/ SACK FINISH 'PIAZZA', METALLIC SILVER, MODEL# PXPTB-WC-PS-4-F-P TRITON', METALLIC SILVER, MODEL# TTBB-RB-6-SM-P-2 'RETRDPOLITAN', METALLIC SILVER #RTR-ESS-36-FS-P-L T-H STEEL W/ POWDER COAT FINISH QUANTITY= 2 STEEL W/ POWDER COAT FINISH QUANTITY= 1 STEEL W/ POWDER COAT FINISH QUANTITY= 1 0 & !S4! ASH RECEPTACLE CREATIVE PIPE 'PILLAR', METALLIC STEEL W/ POWDER COAT FINISH (800) 644-8467 SILVER, MODEL# Q~ANTITY = 1 PCT-4.5-41-F-P (~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ 0M1T Issi PLANT 001ffAINtR 0u101EORETE MOSEL lfFBB 001mRETE ) ( (866~ 703 3434 COLOR ;¥C1 PJi!\T. GRAY EaUltPHITY 12 ) i;:t~U!.lrt fl"T7 OCID hlCld ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNINGI DIVISION 11•HE!T8 I 5122195 LANDSCAPE CONSTRUCTION PLAN 5928 PASCAL COURT DATE 11120/1 RLA 2 MINOR CONSTRUCTION CHANGE MINOR CONSTRUCTION CHANGE CARLSBAD, CALIFORNIA 92008 APPROV[k.-J. I q . f:-1 1...,; ±l: fz.-lZ--I~ PLANNING DATE DATE DATE BY DESCRIPTION REVISIONS OWN BY LA PROJECT NO. DRAWINGI NO. APP'D CHKD BY RS FIELD BY PRE 95-05 342-SL CONSTRUCTION NOTES A. VISIT THE SITE PRIOR TO SUBMITTING BIDS. B. SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL. C. VERIFY ALL PROPERTY LINES DR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. D. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. F. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. G. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. H. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE, AMERICANS WITH DISABILITIES ACT OF 1991, AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TD THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. I. LOCATIONS OF N.1.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. J. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS. NOTIFY HIE OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE. K. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND I OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. L. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TD BE VERIFIED BY LANDSCAPE ARCHITECT ON SITE. M. DO NOT SCALE DRAWINGS. N. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLYING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. 0. PROVIDE A 4'X4' SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIED BY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. P. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND 1-112" IN GROUND COVER I SHRUB AREAS, UNLESS OTHERWISE INDICATED. Q. PROJECT WALKS SHALL NDT EXCEED A SLOPE OF 201 (5% GRADIENT) UNLESS OTHERWISE INDICATED. R. HANDICAP RAMPS SHALL NOT EXCEED 12:1 OR 8.33%. S. PLANTER AREAS SHALL NOT EXCEED 2:1 SLOPE UNLESS OTHERWISE INDICATED. T. HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATED. LI. CONSTRUCT ALL CURVE TO CURVE AND CURVE TO TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. V. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI@ 28 DAYS, UNLESS OTHERWISE INDICATED. W. ALL CONCRETE PAVING BANDS AND CONCRETE CAPS SHALL HAVE CONTROL JOINTS AT 5'-0" ON CENTER MAXIMUM UNLESS NOTED OTHERWISE ON THE PLANS. X. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. TURF( ( ( URD l1 P.A. ) ) i i ) ~ 1 - ) I ""'\ p t • ...-----,.,.--<o-'lntr---f. (. I . ( 'j- l16 ..---t---1.1 t ,l7 I I . 0) P.A. 0 5 10 CD0° P.A. Cil:f:'s" 10· s•-10 ,, ''j [ OF ;;!::;;~\ ENTRY 20 30 FOR CONSTRUCTION DETAILS, SEE SHEETS 17 -18 Smith Consulting Architects 12220 El Oamino Real Suite 200 San Diego California 92130· (858)793-4777 fax (858)793-4787 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 3871323 www.ridgela.oom "AS-BUILT" DATE L.A. EXP. REVIEWED BY: INSPECTOR DATE CONSTRUCTION LEGEND CD CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET 17. ® CONSTRUCT TOOLED SCORE JOINT PER DETAIL 8, SHEET 17. 0 CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET 17. © CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET 17. ® CONSTRUCT CONCRETE STAIRS WITH HANDRAILS PER DETAIL F, SHEET 17. ® CONSTRUCT CONCRETE RAMP WITH HANDRAILS PER DETAIL G, SHEET 17. 0 CONSTRUCT CAST-IN-PLACE CONCRETE CHEEK WALL PER DETAILS F & G, SHEET 17. ® CONSTRUCT COBBLE MAINTENANCE BAND WITH METAL EDGE PER DETAIL D, SHEET 17. ® FURNISH AND INSTALL WALK-OFF MAT PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL POLE LIGHT, 11' HEIGHT, PER DETAIL M, SHEET 18. REFER TO [LECTRICAL ENGINEER'S SHEETS FOR ADDITIONAL INFORMATION. @ FURNISH AND INSTALL POLE LIGHT, 45" HEIGHT, PER DETAIL L, SHEET 18. REFER TO ELECTRICAL ENGINEER'S SHEETS FOR ADDITIONAL INFORMATION. ~~~~~~~~~~~~~~~~~~~~~~~, (@ FlJmllSI I MIO l>IST,•,LL PLMH G8'ITAIIIER PER DETAIL E, SI IEET 17. OMIT ) J\ ~~~~~~~~~~~~~~~~~~~~~~~~ @ FURNISH AND INSTALL TABLE WITH CHAIRS PER DETAIL H, SHEET 18. @ FURNISH AND INSTALL TRASH RECEPTACLE PER DETAIL J, SHEET 18. ® FURNISH AND INSTALL BENCH PER DETAIL I, SHEET 18. @ FURNISH AND INSTALL ASH RECEPTACLE PER DETAIL K, SHEET 18. @ CONSTRUCT CONCRETE MOW STRIP PER DETAIL N, SHEET 1B. THE FOLLOWING ITEMS ARE FOR REFERENCE DNL Y: © CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. @ PARKING LDT PAVING PER CIVIL ENGINEER'S SHEETS. © DOUBLE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. @ PARKING LDT STRIPING PER ARCHITECT'S SHEETS. ® TRASH ENCLOSURE PER ARCHITECT'S SHEETS. © EXISTING TRANSFORMER TO BE PROTECTED IN PLACE. @ EXISTING UTILITY TO BE PROTECTED IN PLACE. @ EXISTING PARKING LOT LIGHT FIXTURE TO BE PROTECTED IN PLACE. 0 EXISTING CURB TO BE PROTECTED IN PLACE. 0 EXISTING CONCRETE PAVING TO BE PROTECTED IN PLACE. ® EXISTING CONCRETE SITE WALL TO BE PROTECTED IN PLACE. © PARKING LOT HANDICAP RAMP PER CIVIL ENGINEER'S SHEETS. @ PERMEABLE PAVERS PER CIVIL ENGINEER'S SHEETS. ® RETAINING WALL PER CIVIL ENGINEER'S SHEETS. @ EXISTING FIRE HYDRANT TO BE PROTECTED IN PLACE. COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER COLOR I FINISH I MODEL PAVING: ~ CONCRETE PAVING NATURAL GRAY I STEPS & RAMP LIGHT WASH #05 ~ CONCRETE PAVING NATURAL GRAY I MEDIUM WASH #25 ~ DECORATIVE KRC ROCK BLACK MEXICAN PEBBLE, COBBLE (760) 744-1036 3"-5" DIA. - COMMENTS FINISH TO BE GRACE 'TOP-CAST' SURFACE RETARDER #05 FINISH TO BE GRACE 'TOP-CAST' SURFACE RETARDER #25 NOTE: CONTRACTOR SHALL PREPARE 4' SQ. SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. WALLS: SITE FURNISHINGS: CAST-IN-PLACE CHEEK \1\/ALLS TABLE WI CHAIRS CREATIVE PIPE (BOO) 644-8467 lszl BENCH CREATIVE PIPE (BOO) 644-8467 © TRASH RECEPTACLE CREATIVE PIPE (BOO) 644-8467 NATURAL GRAY I SACK FINISH 'PIAZZA', METALLIC SILVER. MODEL# PXPTB-WC-PS-4-F-P TRITON', METALLIC SILVER. MODEL# TTBB-RB-6-SM-P-2 'RETROPOLITAN', METALLIC SILVER #RTR-ESS-36-FS-P-LT-H STEEL WI POWDER COAT FINISH QUANTITY= 2 STEEL WI POWDER COAT FINISH QUANTITY= 1 STEEL WI POWDER COAT FINISH QUANTITY= 1 0 & ls41 ASH RECEPTACLE CREATIVE PIPE 'PILLAR', METALLIC STEEL WI POWDER COAT FINISH (BOO) 644-8467 SILVER, MODEL# QUANTITY= 1 PCT-4.5-41-F-P ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~, ( 0MIT lssl PLAtff eo1nAIMER ouIcImRETE MODEL #TBD cor.cRETE ;· ( iBGG) i'03 3434 GO LOR #G1 NAT. GRAY QUANTITY 12 ) r:INISH #T? oi;1g ~TCI-I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION 5/22/95 DATE BY DESCRIPTIO~ APP'D REVISIONS CONSTRUCTION ENLARGEMENT PLAN 5928 PASCAL COURT CARLSBAD, CALIFORNIA 92008 I APPROVED iii( C:r~tlLot f-t-•Jz.--r--s PLANNING DATE OWN BY LA PROJECT NO. DRAWIN<i NO. RS CHKD BY PRE 95-05 342-5L FIELD BY • c:::, • I - . . .. · ..... .. . . . -· = I Ii' II I 1'-0" 10" ¢ MIN. TREAD EDGE -' .'." ,,_· .... .-: .. :. -._,_._. l>,.•;;;;: ==······:;,,L . ' -,,· ..... : STEP SECTION TREAD WIDTH + 1 •-0• I I I I I I I I • c:::, _I - TOOLED NOSING ON TREAD . I<) • "' .I - u -1------"k- _ _J CONCRETE STEPS, CHEEKWALL AND HANDRAIL 14" LEGEND• 1. CONCRETE RAMP. FINISH PER PLAN. 2. CONTINUOUS EXPANSION JOINT PER DETAIL B. 3. 90% COMPACTED SUBGRADE. VERIFY WITH SOILS REPORT AND COMPLY. 4. 1-112" 0 STAINLESS STEEL HANDRAIL PER MATERIAL SCHEDULE, EMBED MINIMUM 1 '-6" IN CONCRETE FOOTING 8" 5. POURED-IN-PLACE CONCRETE PLANTER/ CHEEK WALL. REFER TO COLOR AND FINISH SCHEDULE. 6. 1/B" RADIUS ALL EDGES 7. TOOLED NOSING, TYPICAL. AT EACH TREAD -SEE INSET. B. (2) #3 VERTICAL REBAR @ 16" O.C. 9. (3) #3 HORIZONTAL REBAR. CONTINUOUS, 1B" 0.C. 10. ADJACENT CONCRETE PAVING PER PLAN 11. FINISH GRADE AT ADJACENT PLANTER AREA 12. (2) COATS ASPHALT IC EMULSION 13. PLANTER ATRIUM DRAIN 14. CONCRETE FOOTING NOTES• A. HANDRAIL TO BE STAINLESS STEEL WITH A SATIN FINISH. B. REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FDR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. C. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. CONCRETE RAMP, CHEEKWALLS AND HANDRAILS • "' PER PLAN • .., PLANTER WALL SECTION • "' - 8: 1-1/2" s·-o· NOT TO SCALE LEGEND• 1. CONCRETE STEPS, FINISH PER PLAN. 2. 112" TOOLED RADIUS. 3. CONTINUOUS EXPANSION JOINT PER DETAIL B. 4. #3 REBAR AT 12" O.C. EACH WAY. 5. 90% COMPACTED SUBGRADE. VERIFY WITH SOILS REPORT AND COMPLY . 6. 1/2" DIAMETER X 12" LONG STEEL DOWEL @ 24" O.C. -PAPER WRAP ONE END. 7. 1-1/2" 0 STAINLESS STEEL HANDRAIL PER MATERIAL SCHEDULE, EMBED MINIMUM 1'-6" IN CONCRETE FOOTING 8. POURED-IN-PLACE CONCRETE PLANTER I CHEEK WALL. REFER TO COLOR AND FINISH SCHEDULE .. 9. TOOLED NOSING, TYPICAL. AT EACH TREAD. SEE INSET . 10. FINISH GRADE. 11. (2)#3 VERTICAL REBAR@ 16" O.C. 12. (3) #3 HORIZONTAL REBAR, CONTINUOUS, EACH SIDE 13. #3 REBAR@ 16" O.C. 14. 3" PERFORATED PVC DRAINLINE, SET IN 12" SQ. CHANNEL OF 3/4" GRAVEL. WRAPPED WITH SOIL SEPARATOR FABRIC. SLOPE DRAINLINE AT .5%, MINIMUM, AND TIE INTO STORM DRAIN PER CIVIL ENGINEER'S SHEETS 15. ADJACENT CONCRETE PAVING PER PLAN 16. FINISH GRADE AT ADJACENT PLANTER AREA 17. (2) COATS ASPHALTIC EMULSION 18. PLANTER ATRIUM DRAIN 19. 1/B" RADIUS ALL EDGES NOTES: A HANDRAIL TO BE STAINLESS STEEL WITH A SATIN FINISH. B. REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FDR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. C. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. • c:::, .1 .., 14" Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego California 92130 (858)793~4777 Fax (858)793-4787 NOT TD SCALE • "' - LEGEND• WIDTH PER PIAN SECTION N.T.S. 1. ADJACENT PLANTING PER PLAN • d • 2. BUILDING WALL PER ARCHITECT'S PLANS • • • d • • • • d 1 • • a • 3. 3" DEEP LAYER OF DECORATIVE COBBLE. REFER TO COLOR AND FINISH SCHEDULE SHEET L 1.1 4. SOIL SEPARATOR FABRIC 5. FINISH GRADE OF ADJACENT PLANTER, WHERE OCCURS 6. 90% COMPACTED SUBGRADE 7. LANDSCAPE EDGEING BY SURE-LDC, WWW.SURELOCEDGING.CDM. (BOO) 787-3562. 'SURE-EDGE' 3/16" X 4" MILL FINISH ALUMINUM. INSTALL WITH 12" STAKES PER MANUFACTURER'S RECOMMENDATION. B. BUILDING FINISH FLOOR COBBLE MAINTENANCE BAND LEGEND: :~' ... _··-..., .:· , I\ " , , .;' I ·, I, ' 1. 5 OR 15 GAL SHRU ANTING ER PLAN 2. SMALL CONTAINER PLANTING PER P. AN 3. JARDINIER 'ECO SOIL' CAPILLARY OIL MIX; TAMP DOWN -DO NOT PACK. 4. 3/4" -1" DIA. GRAVEL 5. SOIL SEPARATOR FABRIC 6 1-1/4" PVC FILL TUBE, WITH MOVABLE CAP, ATTACHED TO JARDINIER TANK RESERVOIR• TRIM TO HEIGHT OF 112" T 1" ABOVE TOP OF DECORATIVE PLANTER NOT TO SCALE 7. JARDINIER RESERVOIR NK; LOCATE JUST BELOW ROOT BALL OF LARGEST PLANT; SIZE: 18" DIA. FOR LARGER CO AINER AND 15" DIA. FOR SMALLER CONTAINER, VERIFY INSIDE DIAMETER OF CONT NER PRIOR TO ORDERING 8. 1-112" PVC PIPED IN TUBE WITH REMOVABLE CAP 9. PLANT CONTAIN PER CONSTRUCTION PLAN NOTE: A. RESERVOI SYSTEM AND SOIL MIX AS MANUFACTURED BY JARDINIER CORPORATION, (714) 241-4200 www .jardiniercorp.com B. PROV! 1" LAYER MULCH AROUND PLANTINGS ffi PLANT CONTAINER NOT TD SCALE B ~ ~ ::,; ll.: • • ..... ..... • -~ ") trr~~~mr:·~ .. ~•-=.~~.:;: • .=.-'-.1~:.~.=;.::..:.:!tf:...-~-:-.1';;:-:-.. ' . .,...-_.=:-.. 7'.-,-.(....,.,.,.. '1o ;=fil~/M1 I _; . ~ j<=j\~n===-ini ,...,..,,._,,,-j,===,=·1:;-;"i,;....,.,1...:...~ 11 . LEGEND: I ~· I ~ -m '----14 1. CONCRETE PAVING -REFER TD CONSTRUCTION PLAN FOR COLOR AND FINISH. 2. #3 REBAR AT 24" 0.C. EACH WAY, CENTERED IN SLAB . 3. FINISH GRADE. 4. 90% COMPACTED SUBGRADE -VERIFY W/ SOIL ENGINEER'S REPORT. 5. PRE-EMERGENT HERBICIDE, APPLIED TO SOIL SURFACE BELOW PAVED AREAS. PER MANUFACTURER'S SPECIFICATIONS . 6. 1/4" TOOLED RADIUS . NOTES• A. PAVING THICKNESS. BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. CONCRETE PAVING ~---12 LEGEND: • 1. 1/B" RADIUS EDGE ... NOT TO SCALE 2. PAVING FINISH SURFACE PER PLAN A. CONTROL JOINT (SCORELINE) 3. JOINT FILLER PER SPECIFICATIONS .. .c:i' ....• ..;""""'.'"•· ..... -:-· .:I • B, EXPANSION JOINT C. COLD JOINT : • ,; .!I . <I .II" . • D. SAWCUT JOINT CONCRETE JOINTS POUR #1 LEGEND: © ~---12 4. BACKER ROD PER SPECIFICATIONS 5. TWO-PART POLYURETHANE SEALANT PER SPECIFICATIONS 6. 112" DIA. X 12" LONG STEEL DOWEL @ 24" 0,C. -PAPER WRAP ONE END NOTES: A. LOCATE JOINTS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLAN B. SEALANT COLOR TO MATCH ADJACENT PAVING • 3/4" IF PAVING LESS THAN 4" THICK 1" IF PAVING 4" THICK OR GREATER NOT TO SCALE 1/8" S4WCUT POUR #2 -- ,1JJ?7T-=TTT 1. CAST-IN-PLACE CONCRETE. SEE HARDSCAPE PLANS FOR COLOR AND FINISH. 2. #3 REBAR, 1B" O.C. EACH WAY. PLACE IN MIDDLE OF SLAB, TYPICAL 3. #4 REBAR DOWEL. 18" LONG@ 18" D.C. WITH SPEED DOWEL SLEEVE. 4. :f POLYFOAM SPRAY GLUED TO SIDE OF POUR #1 5. COMPACTED SUBGRADE -COMPLY WITH SOILS REPORT PREPARED BY GEOTECHNICAL ENGINEER. NOTE: A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. COMPLY WITH SOILS REPORT DATED 10/10/11 PREPARED BY GEOTECHNICAL PROFESSIONALS INC .. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. CONCRETE SAWCUT ISOLATION JOINT NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PU.NNING DIVISION IISHE:-1 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com L,A. REVIEWED BY: INSPECTOR 5/22/95 DATE 11120/12 10/01/13 EXP. DATE DATE RLA 2 MINOR CONSTRUCTION CHANGE 7.· -Z-•I ~ RLA , MINOR CONSTRUCTION CHANGE lt.•11,• •S BY DESCRIPTION REVISIONS CONSTRUCTION DETAILS ~ 5928 PASCAL COURT l"r: CARLSBAD, CALIFORNIA 82008 APPROVED ri;,d 4i fi1~:11 l z., 1-z.-1-:>;i PLANNING DATE DWN BY LA PROJECT NO. DRAWING! NO. APP'O RS CHKD BY PRE 95-05 342-SL FIELD BY Satin Stainless Steel finish, 32W TB Linear Fluorescent lamp, White Acrylic lens and Stainless Steel Head Cap, Surface Mount with Base plate cover MODEL #LPLCO-612 Light Column Pedes1rian, Series 600 -6" diameter column by FORMS+ SURFACES, (800) 644-8467, www.forms-surfaces.com + ·:ut;J (J( ~J ,:, ~1~:r;i,;.:,n:'d.;g i:'.i"Sl i§i!!<':l(ttc e.¥!11) :ill,,H l fI! Cf !b_ti, 1\.u~.s.:;1rll ia"'l&. 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WJJ.,_-'.psr ' f"-.l'lt~i(I.;;~ ::r.!1\fRJi;1k,l'll"l:1,i,,o,- iD~ :u.:11. ! • :_,..,._,.. tiC: i,,,,p-_,,. :ri1 ~""w. ~, j f..Mi i.,Jt, r:1fam:i: ' : • Di:i;-.·;ir, r.. tlfS':";;,l __ j f.t:.-/;1:.:"'1 w, 'lllit.l4 . t,~-Jh,¢~!1'<\: ~:~VWtQ-1 ~r-~rn ;:,Jil'i(f-!J -i4'! 1>;:icio-'.!li-!H~ ~• ·,·/11 >a.-ti,i,i ,c,o~rit IT• :.hrlf'ii ur,;, " !-,~.Qt ls: ,:\Jlhi.s, r,m,N, 0:;H #~ II 1~M ·\or l!lf".!rnfie&i~~ .,. l~.t.;..~I ~i-l'~'r= ;,-~ 11:l"Y1;,.,JJio; 1).11)-e;-}1~:k ,. ).¥..ri.~1!f..:.Ss (.l.l ,t.:;.;fu¼,,11.:,; !'lt'.0J;,;.f•M'1-;;w'IH~i~ k.,$, "-:f;I w;w,,·;,!J,,£ .iM ,l /t•l' ,1~Yl_,\,til ~fi..!~'tr.,,;_11<'f.j. ----------------------- LIGHT COLUMN PEDESTRIAN 6" 4 • --------. . •·. .. 1 ITT --; - I -I 10 LEGEND: 1. CONCRETE MOWSTRIP WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 2. 112" TOOLED RADIUS 3. #3 REBAR, CENTERED, CONTINUOUS 4 90% COMPACTED SUBGRADE -VERIFY WITH SOIL ENGINEER'S REPORT 5. FINISH GRADE OF ADJACENT TURF AREA 6 FINISH GRADE OF ADJACENT PLANTER AREA 7. MULCH LAYER PER SPECIFICATIONS NOTES: A. INSTALL CONTROL JOINTS AT 10'-0" 0.C. MAX. SPACING PER DETAIL A, THIS SHEET B. INSTALL EXPANSION JOINTS AT 20'-0" O.C. MAX. SPACING PER DETAIL A, THIS SHEET C. PROVIDE 45" MITERED CONTROL JOINT AT 90" CORNERS. CONCRETE MOW STRIP Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego California 92130 1858)?93-4777 Fax 1858)793-4787 NOT TO SCALE NOTTO SCALE Pillar Ash Urn with Convex Top, 4.5" Diameter, 41" Tall, Flanged Surface Mount, TGIC Polyester Powder Coat. MODEL #PCT-4.5-41-F -P by CREATIVE PIPE, (800) 644-8467, www.creativepipe.com NOTE: COLOR ON PHOTO ABOVE IS NOT REPRESENTATIVE OF COLOR SELECTED FOR THIS PROJECT. SEE PHOTO OF BENCH FOR 'SILVER' COLOR SPECIFIED. ASH RECEPTACLE Salin Stainless Si eel finish, 1 OW TB Linear Fluorescent lamp, White Acrylic lens and Stainless Steel Head Cap, Surtace Mount with Base plate cover MODEL #LBLCO-604 Light Column Pedestrian, Series 600 -6" diameter column by FORMS t SURFACES, (BOO) 644-B467, www.forms-surfaces.com LIGHT COLUMN BOU.ARD 'IOMINAI. DIMENSIO~S CAST-IN-PLACE 4!i ;·· rn,J1mm I 2.:--!l' f;:Wir.rnj H ti-' (1~?m.fii a ~:,i;-5:;;:;1 e1•· M?lr.'11) ,.,.i!<.&!OJ hmdLi:,=:i:tl:m~t.:'.J;,;:, tn~:l{IJ11~(.:aj. i q' flJr-M-:h:O-. ,;ui-1::;H;ocl~ _,,/c,:alc,1"1f':(.IJ;:,l BASE. f>\.ATE MOUtlWIG DIJAILS ~£RIES 500 LIGHT COLUMN BOLLARD ;,4" ti·,ltci!1) ,ECUFITY C0.9E SEFIES600 )rn'!rfi1r:<=f J.rrrt; (~\)f'I' la~•llrl t,l!Pl'i..J\I i!rrp t1dP.·rorl·o1i·nod~m!'l >l!iri'olJI~ NOT TO SCALE NOTTO SCALE Piazza Picnic Table with Backed Seats, Welded Wire Cloth Stainless Steel Seat Pans, rerforated Stainless Steel Sheet Tabletop, 4 Se3t Unit, Surface Mounted, TGJC Polyesler Powder Coat, Optional Umbrella Hole MODEL #PZPTB-WC-PSS-5-F-SS by CREATIVE PIPE, (800) 644-8467, www.creativepipe.cum NOTE: COLOR ON PHOTO ABOVE IS NOT REPRESENTATIVE OF COLOR SELECTED FOR THIS PROJECT SEE PHOTO OF BENCH BELOW FOR 'SILVER' COLOR SPECIFIED. TABLE WITH CHAIRS Tl"ilon Backed Bench, Round Bar/Tube Pan, 6' Length, Surface Mounted, TGIC Polyester Powder Coat, 2 Optional Armrests . MODEL #TTBB-RB-6-SM-P-2 by CREATIVE PIPE, (800) 644-8467, www.creativepipe.com BENCH Retropolitan Trash Receptacle, Embossed Solid StGel Sheet Sidewall, 36 Gallon Capacity, Flanged Surface Mount, TGIC Polyester Powder Coat, Low Tapered Top, Optional Hinged Top. MODEL #RTR-ESS-36-FS-P-LT-H by CREATIVE PIPE, (800) 644-8467, www.creativepipe.com NOTE: COLOR ON PHOTO ABOVE IS NOT REPRESENTATIVE OF COLOR SELECTED FOR THIS PROJECT. SEE PHOTO OF BENCH FOR 'SILVER' COLOR SPECIFIED. TRASH RECEPTACLE NOT TO SCALE NOT TO SCALE NOT TO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" c1 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 9261 B Tel 949 387 1323 www.ridgela.com L.11. REVIEWED BY: INSPECTOR DATE EXP. DATE 5/22/95 DATE BY DESCRIPTION APP'D REVISIONS CONSTRUCTION DETAILS 5928 PASCAL COURT CARLSBAD, CALIFORNIA 92008 APPROVED ~-M §, fdlAf rz-i?--1--:, PLA.NNING DATE DWH BY LA PROJECT NO. Pl'IAWINQ NO. RS CHKD BY PRE 95-05 342-5L FIELD BY I ) 0 RUTHERFORD ROAD RIGHT-OF-WAY s------------~ EXISTING RECYCLED WATER IRRIGATION METER LOCATI REFER TOP O.C. NOTE (#1) AT RIGHT NOTE: IRRIGATION P O.C. EQUIPMENT AND MAINLINE SHALL BE LOCATED OUTSIDE OF STREET RIGHT-OF-WAY. VERIFY EXACT LOCATION IN FIELD PRIOR TO INSTALLATION. N IRRIGATION VALVE CALLOUT Ir,~========-= ~~t:ER~~~BRER (Al\ 10 -GPM ~000' -APPROXIMATE LINEAR I FOOTAGE OF DRIP TUBING '------VALVE SIZE IRRIGATION NOTE CALLOUT .,..c--lRRIGATION CONSTRUCTION l2J CALLOUT NUMBER ,..c:;----P,0.C. AND CONTROLLER l__!J CALLOUT NUMBER. ~ I I I I I~ 1fil ~ I@ --' I~ IO'. I I I TEMPOR RY ---'----...._ DOMESTI WATER P.0.C. LO ,ATION AND WATER LINE FEED. I RIGHT-OF-WAY l- o: ::> 0 0 -------.r--icXISTING POTABLE WATER METER AND RIP DEVICE TO BUILDING. □ -----~ _ . _ o lf':l_ ----1fixi _15]1 ..,..-I ' • /,'~--I -..;.. / , , uu ,cv Ill_ 1 • 'r' 1 ( ,5f< I 1£' ~~ '--:_ - I v ~XISTING RECYCLED WATER -- I IRRIGATION MAINLINE. ---------I' \ I I ', • I I ~ "f C::00° ;- EXISTING POTABLE WATER _ __, FEED FROM WATER METER TO BUILDING, (--------------------) ( NOTE ) ( "DRINKING WATER FOUNTAINS, DESIGNATED OUTDOOR EATING ) AREAS, POOLS, ETC. SHALL BE PROTECTED AGAINST CONTACT ( WITH RECYCLED WATER, SPRAY MIST OR RUNOFF" THERE ARE ) ( NO DRINKING WATER FOUNTAINS ON THIS SITE, ) ( OUTDOOR EATING AREA ) '-'-'-'-...._,_ '-'-...._,_ '-'--...._,_ '----'-'-' '-' '--'--............ '-- & I 100· _J <C 0 (/) I I I I I I I 2s I 3 I 300· I I I I I I I I I I I J-- <C a.. I~ I 6 8 J----t . I I I IGHT-OF-WAYI I I I I '¾;-~k----l~:,(o cbNTROLL1~roo- RE ER TO CONTROLLER lrr;gafion controller shown within aving for drawing cltrity only, Actual location shaJI b\ located within pl nter, verify exact location in fiel~. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY. ACTUAL MAINLINE LOCATION TO BE INSTALLED AT 18" BEHIND CURB/PAVING TYPICAL I I 5' 0 0 / NOTE: THE NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS PERFORMED BY C,M.W.D. AND D,E.H. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY C,M.W.D. AND D,E,H, 0 10 20 40 SCALE AND NORTH 60 Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego California 92130 (858)793-4777 Fax 1858)793·4787 0 O D B 800' 10 4 I LJ "y--@TYP \ ! \ '~~-\1--{ /,,,,--~ ', ' I ' I, PROPERTY ' -~ \ I p \ I / DJ 0 0 TYP EXISTING P.O.C. & CONTROLLER NOTES P,O,C, NOTE #1: POINT OF CONNECTION SHALL BE DOWNSTREAM OF EXISTING 1" RECYCLED WATER IRRIGATION METER, VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHO'jYN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR (Existing) Recycled Water Meter Information Address: Water Purveyor; 5928 Pascal Ct City of Carlsbad Waler Dist. Carlsbad , CA. Ph,# (76D) 6D2-2748 (Existing) Meter Size 1" Sli:tliC Pressure 105 PSI. System Design Pressure 66 P.SI,.---,......_ Maximum System Demand 26 GPM \ A Revised Landscape Area 6,222 sq, ft. . /3\ Total Site Landscape Area Served 2D,549 sq, ft. . Maximum Applied Water Allowance (MAWA) 169,736 gal.I yr. ' Estimated Total Water Use (ETWU) 169,736 gal.I yr. I ·~~~~ CONTROLLER NOTE #2: EXISTING CONTROLLER LOCATED AT THIS APPROXIMATE LOCATION SHALL BE REPLACED WITH A NEW ("ET" SMART) WEATHER BASED IRRIGATION CONTROLLER, INSTALLED WITHIN STAINLESS STEEL ENCLOSURE WITH RELATED EQUIPMENT, SEE LEGEND FOR SIZE AND TYPE, ALL EXISTING AND NEW PROPOSED CONTROL VALVES SHALL BE CONNECTED TO THE NEW CONTROLLER AND VERIFY PROPER OPERATION. VALVE NUMBERS SHOWN SHALL BE ADJUSTED AS REQUIRED TO UTILIZE THE AVAILABLE OPEN CONTROLLER STATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING OF IRRIGATION CONTROL WIRES TO NEW CONTROLLER AND MAKING ALL NECESSARY CONNECTIONS. CONTRACTOR SHALL PROVIDE SLEEVING BELOW ALL PAVING BETWEEN EXISTING PLANTER AREAS AND BELOW EXISTING WALKS, AS REQUIRED TO ROUTE CONTROL WIRES TO CONTROLLER. VERIFY ALL SITE CONDITIONS AND LAYOUT IN FIELD PRIOR TO BIDDING AND COMMENCING WORK. IRRIGATION CONSTRUCTION NOTES TRENCHING IN VICINITY OF EXISTING TREES WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES, DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT, IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL PERIMETER IRRIGATION NOTE: ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION • NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION, CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER"S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND COMMENCING WORK, BUILDING IRRIGATION OFFSET NOTE: ALL IRRIGATION (SPRAY OR DRIP) ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER I OVERSPRAY ONTO BUILDING OR WINDOWS, REMOVAL AND DISPOSAL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS, CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK. AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE, ADJUST EXISTING IRRIGATION NOTE: (,'-Ii' -"'!l'.FVl © CONTRACTOR SHALL BE RESPONSIBLE FOR MODIFICATION AND REPAIR OF EXISTING IRRIGATION AND CAP OFF SYSTEM AS REQUIRED FOR PROPER OPERATION. EXISTING IRRIGATION SHALL BE ADJUSTED AND NEW IRRIGATION ADDED IF NEEDED TO PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE WITH NO PONDING, RUNOFF DR OVERSPRAY. MAINLINE CONNECTION NOTE: R I D G E LA ND SCAPE ARCHITECTS B841 Research Drive Suile 2D0 Irvine, CA 92618 Tel 949 387 1323 ww1,v.ridgela.com L.A. REVIEWED BY, INSPECTOR '" PROPERTY LINE 0 © CONTRACTOR SHALL CONNECT PROPOSED NEW IRRIGATION MAINLINE TO THE EXISTING IRRIGATION SYSTEM LOCATED IN THIS APPROXIMATE LOCATION. CONTRACTOR SHALL VERIFY ACTUAL EXISTING IRRIGATION MAINLINE LOCATION IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REFER TO IRRIGATION AS-BUILTS FOR EXISTING IRRIGATION SYSTEM LAYOUT, CONTRACTOR SHALL VERIFY ALL IRRIGATION CONNECTION AND DISCONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. LATERAL LINE CONNECTION NOTE: CONTRACTOR SHALL CONNECT THE NEW PROPOSED LATERAL LINE TO THE EXISTING ADJACENT SPRAY SYSTEM LATERAL LINE LOCATED IN THIS APPROXIMATE LOCATION. VERIFY ACTUAL EXISTING SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE, PAVING OFFSET NOTE: SPRAY HEADS ADJACENT TO PAVING SHALL BE INSTALLED A MINIMUM DISTANCE OF 24" INCHES FROM ANY NON-PERMEABLE SURFACE TO AVOID ANY OVERSPRAY. CUT AND CAP EXISTING LATERAL LINE NOTE: CONTRACTOR SHALL CUT AND CAP OFF EXISTING LATERAL LINE IRRIGATION SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE CONTRACTOR SHALL VERIFY ALL IRRIGATION DISCONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 20 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 21 -24 "AS-BUILT" DATE EXP. DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 5/22/95 11/20/12 RLA 2 MINOR CONSTRUCTION CHANGE I z-. ,,._, •~ 10101/13 RLA , MINOR CONSTRUCTION CHANGE ll-•l ~ ,:;_ DATE BY DESCRIPTION REVISIONS n-'c,.. APP'D CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IRRIGATION PLAN 5928 PASCAL COURT CARLSBAD, CALIFORNIA 92008 APPROVED I Z-1 z..-t-1', PLANNING DATE OWN BY LA PROJECT NO. DRAWINGI NO. CHKD BY RS FIELD BY PRE 95-05 342-SL Existing Irrigation Notes 1, THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ON PROPERTY, ANY DAMAGE OR ADJUSTMENTS REQUIRED INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FJELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFL0\1\1 DEVICES, CONTROLLERS, METERS, SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING, SAID SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS, 3. ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT SHALL BE AS APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 7. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED SYSTEM SHALL PROVIDE COMPLETE 1 DO% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 8. CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES, EASMENTS, AND OTHER RELATED EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FJELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK, 9, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANDSCAPE AND HARDSCAPE DAMAGED BY ROUTING NEW WIRES TO CONTROLLER AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. 11. CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE CONSTRUCT/ON PROCESS. ANY DAMAGE DUE TO CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL ANY PLANT MATERIAL AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION AS PART OF CONTRACT. 12. ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENT/MODIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 14, NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCT/ON 15, CONTRACTOR SHALL OBTAIN EXISTING IRRIGATION AS-BUILT RECORD DRAWINGS FOR ADJACENT IRRIGATED AREAS PRIOR TO STARTING WORK. ALL EXISTING IRRIGATION EQUIPMENT LOCATION, SIZES, AND CONDITIONS SHALL BE VERIFIED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE AT START OF WORK. 16. WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES, DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING JS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS, NO MECHANICAL TRENCHING WITHIN THE DR/PLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED \IV/TH SOIL. SYMBOL • ----:IE---- -.J'--- --C -- (]--- Q 8\~ NO SYMBOL ~ NO SYMBOL NO SYMBOL ® liiB 00\l --- FH i;,()<l ----L IRRIGATION MATERIAL LEGEND (CONTINUED) MANUFACT, MODEL NO./ DESCRIPTION GPM PSI NETAFIM TECHLJNE TLOSOMFV-1 AUTOMATIC FLUSH VALVE AT END/MIDDLE OF DRIPZONE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A SEPARATE 6" ROUND VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MININIMUM ONE FLUSH VALVE PER 1000' OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. RAIN BIRD ARV-100 AIRNACUUM RELIEF VALVE INSTALLED WITH A FT-050 CO NB/NATION TEE AND A 3/4" X 112" REDUCER BUSHING. INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MINIMUM 1 ARV PER 500' OF DRIPLINE USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA WITH DR/PLINE INSERT FITTINGS, MULTIPLE ARV'S SHALL BE REQUIRED PER RCV \IV/THIN UNDULATING AREAS. VERIFY QUANTITY OF ARV'S PRIOR TD STARTING WORK. INSTALL VALVE BOX MINIMUM 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA, INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. TORO RAIN BIRD RAIN BIRD AS APPROVED AS APPROVED T·DL-MP9, DR/PLINE POP-UP OPERATIONAL INDICATOR. INSTALL ONE INDICATOR PER DRIP VALVE ZONE. PLACE IN SHRUB AREAS ONLY 18" FROM PAVING. INSTALL PER MANUFACTURER'S SPECIFICATIONS, SXB-360-1032 SERIES, FULL-CIRCLE, XERI-BUBBLER WITH 10-32 THREAD. INSTALL WITH RAIN BIRD EASY FIT COMPRESS/ON TEE FITTINGS# MDCFTEE AND# MDCF75FPT FEMALE PIPE THREAD ADAPTER WITH MODEL# PFR/FRA24, PRE-ASSEMBLED POLY FLEX RISER ADAPTER. EACH SYMBOL REPRESENTS (2) XERI-BUBBLERS PER TREE LOCATED \IV/THIN IN-LINE DRIP TUBING AREAS. TRIM POLYFLEX RISER 4" ABOVE FINISHED GRADE. SXB-360-1032 SERIES, FULL-CIRCLE, XERI-BUBBLER WITH 10-32 THREAD. INSTALL WITH MODEL PFRIFRA24, PRE-ASSEMBLED POLYFLEX RISER ADAPTER, EACH SYMBOL REPRESENTS (1) XERI-BUBBLER PER VINE LOCATED WITHIN IN-LINE DRIP TUBING AREAS, 13 GPH (26 GPH) 13 GPH 20 CONNECTION OF NEW MAINLINE TO EXISTING MAINLINE, VERIFY SIZE, LOCATION AND CONNECTION POINTS IN FJELD. (EXISTING) IRRIGATION MAINLINE, PROTECT IN PLACE, REPAIR ANY DAMAGE DUE TO CONSTRUCT/ON. VERIFY SIZE, TYPE, AND EXACT LOCATION IN FIELD. 20 AS APPROVED AS APPROVED CONNECTION OF NEW LATERAL LINE TO EXISTING LATERAL LINE, VERIFY SIZE, LOCATION AND CONNECTION POINTS IN FIELD. (EXISTING) PVC PIPE AS LATERAL LINES, PROTECT IN PLACE, REPAIR ANY DAMAGE DUE TO CONSTRUCT/ON. VERIFY SIZE, TYPE, AND EXACT LOCATION IN FIELD, AS APPROVED AS APPROVED AS APPROVED T. CHRISTY'S AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED CUT AND CAP EXISTING LATERAL LINE, VERIFY EXACT LOCATION IN FIELD. (EXISTING) REMOTE CONTROL VALVE. VERIFY EXACT LOCATION IN FIELD. TEST FOR PROPER OPERATION, REPAIR OR REPLACE IF DAMAGED. (EXISTING) IRRIGATION SYSTEM TO BE ADJUSTED AND/ OR MODIFIED. CUT AND CAP EXISTING SYSTEM AS REQUIRED FOR PROPER OPERATION. REPAIR OR REPLACE ANY DAMAGED EQUIPMENT. PROVIDE 100% COVERAGE WITH NO PONDING, RUNOFF OR OVERSPRAY. RECYCLED WATER VALVE 1.D, TAG INSTALL WITHIN EACH VALVE BOX TYP. (EXISTING) RECYCLED WATER SIGNS, INSTALL ANY MISSING OR DAMAGED SIGNS PER THE CARLSBAD MUNICIPAL WATER DISTRICT AND SAN DIEGO WATER RECYCLING REQUIREMENTS. CONTROLLER SHALL HAVE RECYCLED WATER PLACARD INSTALLED AS REQUIRED, ALL VALVE BOXES SHALL BE PURPLE COLOR AND MARKED AS REQUIRED. (EXISTING) POTABLE WATER METER. (EXISTING) BUILDING R/P BACKFL0\1\1 DEVICE. (EXISTING) DETECTOR CHECK ASSEMBLY. (EXISTING) POTABLE WATER FEED f'ROM WATER METER TO BUILDING. (EXISTING) FIRE HYDRANT. " ALL EQUIPMENT SHALL COMPLY WITH CARLSBAD MUNICIPAL WATER DISTRICT RECYCLED WATER REQUIREMENTS FOR RECYCLED WATER, luiga!ion Pressure Calcukrtion IRRIGATION VALVE CALLOUT f"1eiar No: Siatic. Water P.res-su:re PSI: Vo Ive No: Valve Demand MOYjmum System -Dernand i::le;;otion chongsl',C.C.1o Hi(,Jhest Head: Lo~~-e~: 1'"' ~'V:::iter r\/1eter 2' Service tine 1"' RP :Bae kflow Ce vice 2"' Ba s.kef s_train e-r J-112'' Moster Vo Ive ·t-lli .. FbW StinSci .. Isola Hon Valves 1-1/2'' R.C.V, 3!)0 Feel alt' J~ai11lina c{:l1s Fil ting Lois ii.i% Lateral Ut1e Lo,, io#. Loss io Highe,t HB<Jd Total losses: Heod Operating Pressure: rOta·I Pre.f.sure Required: St~-tfc .. Pre·~iiie .~vallabfe: Re~~du 0,1 Pre~s-ure: set Piei'i!Ufe Regulator: 105 p,1 2 26-GPM 26 ·GP!vl 0 FT 4.6 p!i O.Op!i 12.0p::i .2.C p·~i _,?;~_..P!J 2,0 p£i 0.5 psi 3._6 p_ii 3..0 psi ,_3,0 p~i -30 psi 0,0 psi JDpj u p,i I 05 p,i 39 psi 76 p~i NOTE: ,-------CONTROLLER ,-------VALVE NUMBER A1 10 -G.P.M. 1000' -APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING ~-----VALVE SIZE IRRIGATION NOTE CALLOUT ,.i:;:--IRRIGATION CONSTRUCTION U) CALLOUT NUMBER. ,..r:;--P,O.C. AND CONTROLLER l..!J CALLOUT NUMBER, RADIUS 12" 12" CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE. Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego California 92130 1868)793-4777 Fax 18581793·4787 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com DETAIL V \IV X Y,Z DD N/A N/A N/A N/A N/A N/A NIA NIA AA L NIA NIA NIA NIA N/A NIA Q .. ~ t, ~ [!! Iii ~ SYMBOL VAN ..... ~ I!>- ~ [!! (!) H ..... e ~ e !"I 1,1 ~ Q © ® 0 ..... s l!il @] F • ... • ■ l!il ~ J;ii --------- NO SYMBOL NO SYMBOL NO SYMBOL [:·---------·-··-··3 ··-··-··-··-··-·· -··-··-··-··-··-··-··-··-··-··-·· MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD AS APPROVED AS APPROVED EATON WILKINS AS APPROVED SUPERIOR HUNTER WATTS RAIN BIRD RAIN BIRD NELSON HUNTER HUNTER N/A AS APPROVED AS APPROVED T. CHRISTY AS APPROVED AS APPROVED 3M RAIN BIRD RAIN BIRD ·As-BUILr DATE EJ<P. REVIEWED BY: INSPECTOR DATE IRRIGATION MATERIAL LEGEND MODEL NO./ DESCRIPTION RD-12-S-P30-F-NP, 12" POP-UP HEAD WI RAIN BIRD 8-FL T SERIES MPR NOZZLES \IV/ PCS SCREENS, 020 I 030 VAN/ 025 RD-12-S-P30-F-NP, 12" POP-UP HEAD \IV/ RAIN BIRD 8 SERIES MPR NOZZLES RD-12-S-P30-F-NP, 12" POP-UP HEAD \/VJ RAIN BIRD 10 SERIES MPR NOZZLES RD-12-S-P30-F-NP, 12" POP-UP HEAD \IV/ RAIN BIRD 12 SERIES MPR NOZZLES RD-12-S-P30-F-NP, 12" POP-UP HEAD \IV/ RAIN BIRD 15 SERIES MPR NOZZLES RD-12-S-P30-F-NP, 12" POP-UP HEAD WI RAIN BIRD 15 STRIP SERIES LCS-PCS-040 I RCS-PCS-040 I SST-PCS-090 / CST-PCS-090 RD-12-S-P30-F-NP, 6" POP-UP BUBBLER HEAD \IV/ RAIN BIRD 5CST-B-PCS-030, 5Q-B-PCS-025, 5H-B-PCS-040, 5F-B-PCS-060, STREAM BUBBLER NOZZLES. RD-12-S-P30-F-NP, 12" POP-UP HEAD \IV/ RAIN BIRD SQ SERIES LOW-VOLUME NOZZLE. RD-D6-S-P30-F-NP, 6" POP-UP BUBBLER HEAD \IV/ RAIN BIRD 5Q-B-PCS-025 (PNK). EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL RD-06-S-P30-F-NP, 6" POP-UP BUBBLER HEAD W/ RAIN BIRD 1404 SERIES PRESSURE COMPENSATING FULL-CIRCLE BUBBLER. EACH SYMBOL REPRESENTS T\1\10 BUBBLE RS PER PALM TREE. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. RD-06-S-P30-F-NP, 6" POP-UP BUBBLER HEAD WI RAIN BIRD 5Q-B-PCS-020 (BRN). PLACE BUBBLE RS AT EDGE OF ROOT BALL OF VINE TYPICAL. NOTE: GPM 02, .30, ,25 .26, 1.55, 52, .1.05 .41, 2.10, .82, 1.64 ,65, 1.95, 1.30, 2.60 .92, 2.78, 185, 3.70 .40, 90, .90 .30, .25, .40, .60 .12, ,20, .40 .25 (,50) 1.0 (2.0) .20 ALL SPRAY HEAD BODIES SHALL HAVE FACTORY INSTALLED RECLAIMED WATER IDENTIFICATION CAP, NOTE: ALL SPRAY HEADS T-1AT REQUIRE ARC ADJUSTMENT FOR OVERS PRAY SHALL BE INSTALLED WITH RAIN BIRD (HE-VAN) HIGH-EFFICIENCY VARIABLE ARC SPRAY NOZZLES. PSI 30 30 30 30 30 30 30 30 30 30 30 (EXISTING) 1" RECYCLED WATER IRRIGATION METER, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD. (EXISTING) 1" RIP BACKFL0\1\1 PREVENTION ASSEMBLY, VERIFY AND TEST FOR PROPER OPERATION, REPAIR OR REPLACE IF DAMAGED. SIMPLEX MODEL #72, CAST IRON, BASKET STRAINER 2" SIZE W/ FLANGED CONNECTIONS AND 80 MESH FILTER ELEMENT. ( 2" FLANGED PART# ST0720200F4C) 500HLR, 1-1/2" PRESSURE REGULATOR, SET PER PRESSURE CALCULATIONS. CROSS CONNECTION TEST STATION. 3200-R, SERIES 1-112" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVE, HFS-150/FCT-158, 1-1/2" FLOW SENSOR INSTALLED WITH SCH BO SENSOR RECEPTACLE TEE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER. RADIUS 5 FT 8 FT 10 rT 12 FT 15 FT 4X15 FT 4X30 FT 3 FT 2-4 FT 3 FT NIA 2 FT B-6080-SS-SH. 2" FULL PORT BRONZE BALL VALVE WITH STAINLESS STEEL BALL, STEM, AND HANDLE OPTIONS, LINE SIZE . PESB-R-PRS-0 (1" OR 1-112") SERIES RECYCLED WATER PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN. XCZ-PRB-R-COM, (1" OR 1-112") SERIES RECYCLED WATER DRIP VALVE CONTROL ZONE KIT ASSEMBLY, SIZE AS SHOWN. ASSEMBLY INCLUDES RAIN BIRD PESB RCV WITH 1" PRESSURE REGULATING BASKET FILTER(S). INSTALL XCZ-PRB-100-COM, 1" VALVE FOR DEMANDS LESS THAN 16 GPM. INSTALL XCZ-PRB-150-COM, 1-112" VALVE FOR DEMANDS 16 GPM AND GREATER. 7645, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER IC-3600-PED-SS, 36 STATION HUNTER I-CORE "ET-SMART" IRRIGATION CONTROLLER. CONTROLLER SHALL BE INSTALLED WITHIN A STAINLESS STEEL PEDESTAL ENCLOSURE AS PART OF CONTROLLER ASSEMBLY. VERIFY EXACT CONTROLLER LOCATION IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. "SOLAR SYNC" (ET) MODULE WITH RAIN SENSOR. SENSOR SHALL BE INSTALLED \IV/THIN A V.I.T. PRODUCTS MODEL# SRSE, STAINLESS STEEL SOLAR SYNC COVER. MOUNT SENSOR ON REAR OF ENCLOSURE AND WIRE TO CONTROLLER. INSTALL PER MANUFACTURES RECOMMENDATIONS. 120 VOLT ELECTRICAL POWER PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD. THE COORDINATION OF POWER AND CONNECTION OF CONTROLLER SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. (PURPLE) "RECYCLED WATER" PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK" 3/4" -2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE. (PURPLE) "RECYCLED WATER" PVC PIPE WITH WORDS 'RECYCLED WATER-DO NOT DRINK" (2" CLASS 315) AS MAINLINES 18" BELOW GRADE. INSTALL WITH TWO 3" WIDE "RECYCLED WATER", METALLIC DETECTIBLE WARNING TAPES, TA-DT-3-PRW, 3" WIDE DETECTIBLE "RECYCLED WATER", PURPLE METALLIC BACKED UNDERGROUND WARNING TAPE. INSTALL WARNING TAPE CONTINUOUSLY ALONG MAINLINE ROUTING, PURPLE RECYCLED WATER SLEEVES UNDER PEDESTRIAN PAVING, SCHEDULE 40 PVC PIPE TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. SLEEVES LESS THAN 3" DIAMETER-18" COVER, 3"-5-112" IN DIAMETER-24' COVER, 6" OR GREATER IN DIAMETER-36" COVER. PURPLE RECYCLED WATER SLEEVES UNDER ROADS, SCHEDULE 60 PVC PIPE THREE TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. 6" SLEEVES OR LESS IN DIAMETER-36" COVER, SLEEVES GREATER THAN 6" IN DIAMETER-48" COVER. IRRIGATION CONTROL WIRE #14UF A\1\/G DIRECT BURIAL (U.L. APPROVED) DBY DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS. XFS-P-06-12, XFS SUB-SURFACE RECYCLED WATER DRIPLINE WITH "COPPER SHIELD TECHNOLOGY" 0.61 GPH PRESSURE COMPENSATING /NL/NE EMITTERS 12" ON CENTER. INSTALL DRIP TUBING ROWS A MAXIMUM OF 14" SPACING. DRIP TUBING SHALL BE INSTALLED 4"-6" BELOW FINISHED SOIL GRADE WITH 9" \IV/RE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK. ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "RAIN BIRD XF SERIES" 17mm DR/PLINE INSERT FITTINGS USE XFD-MA-075, 314" BARB MALE ADAPTER INSERT FITTING FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING. DETAIL A A A A A A A A A M A NIA NlA B C D E D G H,K /, K J, K L L N/A M M, CC M, N, CC N M,N,O 0 P, Q, R, S, T u APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 5/22195 1112011 RLA 2 MINOR CONSTRUCTION CHANGE ... ·i>-·1~ 10/01/13 RLA 3 MINOR CONSTRUCTION CHANGE ''Z-·) ,c.. "~ DATE BY DESCRIPTION REVISIONS n<:i- n.;. APP'D CITY OF CARLSBAD PLANNING DIVISION IISH~~•· 1 LANDSCAPE IRRIGATION LEGEND ANO NOTES 5928 PASCAL COURT CARLSBAD, CALIFORNIA 82008 APPROVED I~\ e::p~l-0-tl: l Z-f-Z.-V'5 PLANNING DATE OWN SY PROJECT NO. DRAWING! NO. RS CHKD BY PRE 95-05 342-5L FIELD BY 91---✓ LEGEND: 1. FINISHED GRADE. 2" MIN. 8" MAX. p SECTION VIEW 8. LANDSCAPE FABRIC. 2. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED. 9. PEA GRAVEL -MINIMUM 4" DEPTH. 3. SCH 80 PVC UNION. 10. BALL VALVE -SEE LEGEND FOR TYPE. 4. SCH 80 PVC REDUCER BUSHING, SxT, SIZE AS REQUIRED (QTY. 2 REQUIRED). INSTALL SHUTOFF HANDLE PERPENDICULAR TO BOX LID. 11, RECYCLED WATER WARNING TAG. 5. PVC MAINLINE -DEPTH PER SPECS. 6. 45 DEGREE ELBOW, SCH 80 FITTINGS SHALL BE USED TO RAISE MAINLINE FOR BALL VALVE WITHIN 12" OF FINISHED GRADE. (QTY. 4 REQUIRED) 12, PLASTIC RECTANGULAR VALVE BOX WITH LOCKING PURPLE COVER WITH STAINLESS STEEL BOLT AND WASHER. HEAT BRAND "BV" ONTO LID. 7. NOMINAL SIZE SOLID BRICK (QTY. 4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). NOTES: A. SCH 80, 45 DEGREE ELBOW FITTINGS, SHALL BE USED TO RAISE MAINLINE WITHIN 12" OF FINISHED GRADE. (FOUR REQUIRED) B. PLACE VALVE BOX IN GROUNDCOVER AND SHRUB AREAS WHENEVER POSSIBLE. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. VALVE BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. INSTALL AT RIGHT ANGLE TO HARDS CAPE EDGE -INSTALL VALVE CENTERED IN BOX, E. SOL TDOWN VALVE BOX COVER WITH STAINLESS STEEL BOLT AND WASHER. F. ALL MAINLINE AND VALVE FITTINGS SHALL BE SCHEDULE BO FITTINGS. BALL VALVE • l\l - LEGEND: 51---~ SECTION VIEW NOTTO SCALE B 1. PURPLE "RECYCLED WATER" PVC LATERAL LINE PIPE. SEEL END FOR TYPE -DEPTH PER SPECIFICATIONS. 2. PVC SCH 40, 45 DEGREE ELL -TYP. (2X). 3. PEA GRAVEL -MINIMUM 4" DEPTH. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 5. LANDSCAPE FABRIC. 6. PURPLE "RECYCLED WATER" PVC MAINLINE. SEE LEGEND FOR TYPE, DEPTH PER SPECIFICATIONS. 7. PVC SCH 80 TEE OR ELL ON MAINLINE OR MANIFOLD. 8. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 9. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED (3 REQUIRED). 10. SCH 80 PVC THREADED ELL. 11. FINISHED GRADE. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS, AND 1-112" IN SHRUB I GROUND COVER AREAS, 12. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# I.D. TAG ATTACHED TO VALVE BONNET BOLT. 13. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING PURPLE COVER , USE STAINLESS BOLT, NUT, & WASHER. HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID. 14. EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS. SEE I.EGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT VALVE. 15. SCH BO PVC FEMALE ADAPTER. 16. PVC SCH 80 UNION (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED. 17. REMOTE CONTROL VALVE. SEE LEGEND FOR TYPE 18. SCH BO PVC RISER -LENGTH AS REQUIRED. 19. PRESSURE REGULATOR, IF SPECIFIED NOTES: A. USE SCH BO PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE. B. USE SCH 40 PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. C. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. D USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. E. INSTALL45 DEGREE El.LS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH. REMOTE CONTROL VALVE NOTTO SCALE SECTION VIEW LEGEND: 1, PVC MAINLINE FROM BACKFLOW DEVICE. SEE LEGEND FOR TYPE, DEPTH PER SPECIFICATIONS. 2, PVC SCH 80, 45 DEGREE ELL -TYP. (4 REQ.). 3, PEA GRAVEL -MINIMUM 4" DEPTH. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 5, LANDSCAPE FABRIC. 6, PVC MAINLINE TO FLOW SENSOR. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 7, SCH 80 PVC NIPPLE -LENGTH AS REQUIRED (3 REQ.) 8. SCH. 80 PVC UNION 9. FINISHED GRADE. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS, AND 1-112" IN SHRUB I GROUND COVER AREAS. 10. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# I.D. TAG ATTACHED TO VALVE BONNET BOLT. 11. PLASTIC RECTANGULAR VALVE BOX WITH PURPLE LOCKING COVER , USE STAINLESS BOLT, NUT, AND WASHER . HEAT BRAND "MV" ONTO LID. 12. EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS, SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT VALVE, 13. SCH BO PVC FEMALE ADAPTER (2 REQ.) 14. PVC SCH BO UNION (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED. 15. MASTER CONTROL VALVE. SEE LEGEND FOR TYPE. NOTES: A. USE SCH 80 PVC FITTINGS. B. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVERAND SHRUB AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE MAINLINE DEPTH. LEGEND: 1. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER , USE STAINLESS BOLT, NUT AND WASHER. HEAT BRAND "PR" ONTO LID. 2. FINISHED GRADE. 3. BRASS NIPPLE -LENGTH AS REQUIRED (2 REQ.) 4. PRESSURE REGULATOR, SEE LEGEND FOR SIZE AND TYPE. 5. PVC MAINLINE TO MASTER VALVE. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 6. PEA GRAVEL -MINIMUM 4" DEPTH. 7. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 8. LANDSCAPE FABRIC. 9. BRASS UNION (2 REQ.) (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED. 10. PVC SCH 80 FEMALE ADAPTER (SxT) (2 REQ.) NOTES: A. USE BRASS OR SCHEDULE BO PVC FITTINGS, B. SET TOP OF VALVE BOX )'," ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS, C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE MAINLINE DEPTH. -----.. 1 SECTION VIEW NOTES: LEGEND: 1. POP-UP SPRAY HEAD-SEE LEGEND FOR TYPE. 2. FINISH GRADE. INSTALL HEAD ½" ABOVE GRADE IN TURF AREAS AND 1" ABOVE GRADE IN SHRUB AREAS. 3. APPROVED BACKFILL. 4. MANUFACTURED SWING JOINT - HUNTER SWING JOINT MODEL #SJ-512 OR RAIN BIRD MODEL #SA-125050. 5. SCH 80 PVC TEE-SxSxT OR ELL-SxT. 6. (PURPLE) PVC LATERAL LINE PIPE - SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE 7, PURPLE COVER. A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. B. INSTALL SPRINKLER HEADS 24" FROM ANY NON-PERMEABLE SURFACE. C. INSTALL SPRINKLER HEADS MINIMUM 12" FROM ALL BUILDINGS AND WALLS. D. INSTALL SPRINKLER HEADS PLUMB. E. ADJUST SPRAY OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. F. USE TEFLON TAPE ON THREADED FITTINGS, TYPICAL G. DO NOT SCALE DRAWINGS. H. DO NOT USE SIDE INLET. MASTER VALVE NOTTOSCALE © PRESSURE REGULATOR NOTTOSCALE ® POP-UP SPRINKLER NOT TO SCALE 10JJ-----.,,_ WHITE BLACK 6 4'MIN. 5 --10 PIPE fJIAMETERS----ISFELNOSWORl-5 PIPE DIN..1ET[RS--. DIMENSION 'A' DIMENSION 'B' -------NO VALVES, REDUCERS,------ OR [L130WS IN Tl HS ARCA LEGEND: 1. PLASTIC RECTANGULAR VALVE BOX WITH SOLT DOWN PURPLE COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "FS" ONTO LID, 2. FLOW SENSOR -SEE LEGEND FOR SIZE AND TYPE. 3. PVC MAINLINE -SIZE PER FLOW SENSOR, LENGTH AS REQUIRED. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED, ONE AT EACH CORNER). 5, LANDSCAPE FABRIC. 6. PEA GRAVEL -MINIMUM 4" DEPTH. NOTES· EXAMPLE; FOR 1.5'" FLOW SENSOR: DIMENSION (A)== MINIMUM 15" DIMENSION (B) == MINIMUM 7.5" 7. (PURPLE) PVC MAINLINE TO MASTER VALVE -SEE LEGEND FOR TYPE, SIZE PER PLAN. 8, SCH 80 REDUCER COUPLING -SIZE PER MAINLINE AND FLOW SENSOR (2 REQUIRED), 9. 1" SCH 40 PVC WIRE CONDUIT WITH SWEEP ELBOW TO CONTROLLER LOCATION. 10. FINISHED GRADE. SET TOP OF VALVE BOX Y," ABOVE GRADE IN TURF AREAS AND 1-112" ABOVE GRADE IN SHRUB I GROUNDCOVER AREAS. 11. EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS -SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT FLOW SENSOR. 12. CHRISTY'S RECYCLED WATER WARNING TAG. A. INSTALL FLOW SENSOR PER MANUFACTUR'S RECOMMENDATIONS. B. USE SCH. 80 PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. C. INSTALL FLOW SENSOR CABLE WITHIN 1" SCH 40 PVC CONDUIT AND WIRE TO CONTROLLER. D. USE SCH 80 PVC FITTINGS. ITEJ,t NO 1 2 3 4 5 FROM PRESSURE REGULATOR FROM PRESSURE REGULATOR 11 NOTE: 8 10 STRl,NER 9 PLAN VIEW 9 3" MIN. SECTION VIEW TO M/\STER VN.Vf. TO MASTER VN.Vf. A.OW SENSOR 1. INSTAl.l ONE 1£ST STATION LOCAlEO DIRECTLY DOWNSTREAM OF IRRIGATION PRESSURE REGULATING VN.Vf., HEAT BRAND "IS" ON PURPLE COLORED PLASTIC TfST STATION LIDS, SIZE AND DESCRIPTION ITEit i.ZE AND DESCRIPTION NO 3 4 SCH 80 PVC 90 ELL 6 VN.Vf. BOX WITH PURPLE COLORED LID 3 4' SCH 80 PVC CLOSE NIPPLE 7 LINE SIZED l3HASS BALL VN.Vf. 3 4 BRASS LOCKABLE BALL VAi.VE 8 LINE SIZE BY 3/4" SCH BO TEE WITH 1/4' FEt.W.E 1HREAD FIP X METER SWI\IEL 9 PURPLE PVC CL 315 SCH 4-0 MAINLINE 3 4 X 1 4 BRASS THREADED 10 3 MINIMUM DEPTH OF 3/4 WASHED GRAVEL BUSHING WITH 1/4" CAPPED OUTLET 11 BRICK OR CONCREIE SUPPORJS (END TO ENO UNDER 3 4 SCH 80 PVC CLOSE NIPPLE PERIMETER OF VAi.VE BOX BOTTOM SECTION VIEW LEGEND 1, FINISHED GRADE IN TURF AREAS 7. PVC MAINLINE TO MASTER VALVE, PIPE PER SPECS. 2. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER, USE STAINLESS BOLT, 8. 3/4" ROCK, 2 CUBIC FT. NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. 9. BRICK SUPPORTS HEAT BRAND "BS" ONTO LID. LANDSCAPE FABRIC 3. FINISHED GRADE IN SHRUB AREAS 11. PVC MAINLINE FROM P.O.C. 4. BASKET STRAINER, SEE LEGEND 12. PVC SCH 80, 45 DEGREE ELL -TYP FOR SPECIFICATION (FOUR REQUIRED). 5. BRASS NIPPLE TYP. 13, RECYCLED WATER WAR~ING TAG 6. FLANGED CONNECTIONS NOTES: A. USE SCH 80 PVC FITTINGS, B. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS C. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE MAINLINE DEPTH E. SET TOP OF VALVE BOX 112" ABOVE FINISHED GRADE IN TURF AREAS AND 1-112" ABOVE FINISHED GRADE IN GROUND COVER AND SHRUB AREAS, FLOW SENSOR NOTTO SCALE @ RECYCLED WATER IRRIGATION NOTTOSCALE ® CROSS CONNECTION TEST STATION B BASKET STRAINER NOTTO SCALE Smith Consulting Architects 12220 El Camino Real Suite 200 San ()iego California 92130 1858)793-4777 Fax (858)793-4787 R I D G E LANDSCAPE ARCHITECTS 8B41 Research Drive Suite 200 Irvine, CA 9261B Tel 949 3B71323 w1.vw.ridgela.com L ..... REVIEWED BY: INSPECTOR FOR LANDSCAPE IRRIGATION PLANS -SEE SHEET 19 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 20 FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 21 -24 "AS-BUILr D"TE EXP. DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 5122195 , MINOR CONSTRUCTION CHANGE DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IRRIGATION DETAILS 5928 PASCAL COURT CARLSBAD, CALIFORNIA 92008 APPROVED l'u-l\ e:v ~nA /"t ,1 'Z--l~ PLANNING DATE DWN BY PROJECT NO. DRAWING! NO. CHKD BY RS FIELD BY PRE 95-05 342-5L 1 LEGEND: 1. LOW VOLTAGE WIRES· SEE '. LEGEND FOR SIZE AND TYPE. ' . 2. POLY TUBE PRE-FILLED WITH 2 WATERPROOF GEL· SEE LEGEND FOR TYPE. 3. WIRE CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF ½" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTOR. TWIST 3 CONNECTOR ONTO WIRES TO SEAT FIRMLY. SECTION VIEW NOTES: A. ALL WIRE CONNECTIONS SHALL INCLUDE A WIRE NUT CONNECTOR AND A POLY TUBE PRE-FILLED WITH WATERPROOF SEALING GEL. B. DIRECT BURY SPLICE KIT MODEL# SA 101 SHALL BE USED TO ELECTRICALLY CONNECT 2 • #14 AND/OR 1 · #1 B PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE MODEL# SA102, A LARGER WIRE CONNECTOR. NOTTO SCALE 3" 3 2" .LLLLLLLLLLLLLLLLLLLLLLLLLLL 4 'lc--,~'~' .. LLLLL LLL LLLL .LLLLL LLL LLLL I I I I I I I I I I I I I I SECTION VIEW LEGEND 1 3" BARK MULCH. 2. Fl~ISHED GRADE. 3. AMENDED SOIL INSTALLED ArTCR TUBING. 4. DRIP TUBING INSTALLATION, MAXIMUM 10" HOW SPACING. 5. AMENDED SOIL AS PER LANDSCAPE DRAWINGS BRING SOIL LEVEL TO 3" BELOW FINISHED GRADE PRIOR TO DRIP TUBING INSTALLATION, 6, 9" WIRE STAKES FIVE (5) FEET ON CENTER. NOTES A. TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TD 3" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING, B. INSTALL TUBING ROWS A MAX!MUM OF 15" APARl IN SHHUB AHlAS AND s1.:.curu.:. I 0 GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. C. 8/\CKFILL FIN/\L 2" OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE TUBING. ® DRIPLINE LAYOUT {TYP) NOTTO SCALE ----0) :#. ~~ I II 1+1 f------1 2 .· .. ··.·.·.-.·.·. m 111= . _*::::1 mm 7 1111111~ •:•••:·:•:· . :JI 8 ,1.}1111111111=--111~---{3 111 m1 :::::: ..... :.:.:.:.:.:.:.:••••·••··••:·:••·•·:·•··:·:·:•:.::···· --4 . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . .. -....................... . 7 >--IIE't+E=i+H~·•·•·+··· •. :.-J .. c'i-.·. '·-..·:., ~:.,;.,: I I'll/>~:. I 11111i311 Ill Ill Ill Ill Ill ffi I ---,-, -, --- SECTION VIEW DIMENSION LESS ThAN 3" IN DIAMETER 3" TO 5-112" IN SIZE 6" OR GREATER IN DIAMETER LEGEND: 1. FINISHED GRADE. 2. CLEAN COMPACTED BACKFILL. 3. UNDISTURBED SOIL. 4. "PURPLE" RECYCLED WATER PVC LATERAL LINE • SEE LEGEND FOR TYPE. 5. "PURPLE" RECYCLED WATER PVC MAINLINE. SEE LEGEND FOR TYPE. 6. CONTROL WIRES. 7. TWO 3" WIDE, PURPLE RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES. NOTES: A B 12" 1 B" 18" 24" ~B" 36" A. LINES MUST HAVE MINIMUM CLEARANCE OF 4" FROM EACH OTHER AND 24" FROM OTHER TRADES. B. RUN WIRING UNDER MAINLINE. TAPE AND BUNDLE@ 10' O.C. C. TIE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION. D. CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOCATIONS. PIPE INSTALLATION NOTTO SCALE 6 SECTION VIEW • "' - jHlCYCLlC WATER I LEGEND: k 12• ~ 'l 'l I RECYCLED WATER I k 12· k 'I '1 HARD SCAPE PLAN VIEW 1. RECTANGULAR VALVE BOX, TYPICAL. .,,------{ 1 L!'.A~3..J--r------O) R.:::CYCLED WATER ~-------t3 .,.-----{4 k ,2· k '1 '1 ~ 0 0 -------16 2. APPROPRIATE STATION NUMBER HEAT-BRANDED ONTO VALVE BOX LID. 3. "RCV" HEAT-BRANDED ONTO VALVE BOX LID. 4. PLASTIC RECYCLED WATER WARNING PLATE, BOLT TO COVER 5. ROUND QUICK-COUPLING VALVE BOX, TYPICAL. 6. EDGE OF WALK, FENCE, CURB, ETC. NOTES: A. CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE. B. SET VALVE BOXES 1-1/2" MAXIMUM ABOVE GRADE IN MULCH DR GROUNDCOVER I SHRUB AREAS, SET ½" ABOVE FINISH GRADE IN TURF AREAS. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER I SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. D. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TD EDGE. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TD PREVENT THEIR DEFORMATION/ COLLAPSE. SECTION VIEW XCZ-PRB-150-COM r-------------7 It-LET 1·112" rPT 150-PESB 1-7/2" RCV : ~ i :1,H'4"±1/2" 10-1/2'' :!:112": : .J.... ___ __.:= J ! I I L _________________________ J PLAN VIEW @ DUTLETS {2) 1" FPT CONTROL ZONE KT: RAI\I BIRD xcz.::,RB-150•COM (INCLUDES 1-1/2" PESB VALVE, (2) QKCHK PRESS UR[ R[3ULATII\G 1" BAS«E-FILTERS, USE FOR Pl:MANDS 16 GrM AND GREATER USE XCZ-PRB-100-COM, (1") CONTROL ZONE KIT FOR DEMANDS LESS THAN 16 GPM USE XCZ-PRB-150-COM, (H/2") CONTROL ZONE KIT FOR DEMANDS 16 GPM AND GREATER LEGEND: 1. CONTROL WIRES WITH EPOXY-FILLED CONNECTIONS· PROVIDE 24" COIL OF WIRE AT VALVE. 2. REMOTE CONTROL VALVE· SEE LEGEND FDR TYPE. 3. BASKET FILTER. 4. PVC SCH 40 MALE ADAPTER. (2 REQ. FOR 1" VALVE) (4 REQ. FOR 1-112" VALVE) 5. PVC SCH 80 UNION.(1 RED. FOR 1" VALVE) (2 REQ. FOR 1·112" VALVE) 6. PVC SCH BO NIPPLE· LENGTH AS REQUIRED, TYPICAL. 7. PLASTIC RECTANGULAR VALVE BOX WITH "RCV" HEAT-BRANDED ONTO LID. 8. FINISHED GRADE· SET TOP OF VALVE BOX )'," ABOVE GRADE IN TURF AREAS AND 2" ABOVE GRADE IN SHRUB I GROUND COVER AREAS. 9. PVC LATERAL LINE TO DRIP SYSTEM. 10. NOMINAL SIZE SOLID BRICK· 4 REQUIRED, ONE AT EACH CORNER OF VALVE BOX. 11. PEA GRAVEL· MINIMUM 4" DEPTH. 12. LANDSCAPE FABRIC. 13. PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND PVC SCH 40 ELL. 14. PVC MAINLINE· DEPTH PER SPECIFICATIONS. 15. PVC SCH 80 NIPPLE. (LENGTHS REQUIRED) 16. PVC SCH 80 ELL. 17. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# ID. TAG ATTACHED TO VALVE BONNET BOLT. VALVE BOX LAYOUT NOTTOSCALE CD DRIP REMOTE CONTROL VALVE NOTTOSCALE 1----1.1 I ! ,,. 'I "lj\'.' .·.I'!, 111: ! 1 • 1·. ' . · /. ,, , ,,, •• 1 I, 15;}--~U----- 11 -~-¼-----{ 5 ~-----t6 4"MIN. LEGEND: 1. 2. 3. 4. 5. 6. ROAD PAVING. 7. "PURPLE" RECYCLED WATER 6" DIAMETER DR GREATER SCH 40 PVC PIPE. UNDISTURBED SOIL. 8. "PURPLE" RECYCLED WATER 3" • 5-112" SAND BACKFILL. DIAMETER SCH 40 PVC PIPE. "PURPLE" RECYCLED WATER 9. "PURPLE" RECYCLED WATER LESS THAN 3" SCHEDULE 80 PVC PIPE. DIAMETER SCH 40 PVC PIPE. "PURPLE" RECYCLED WATER 10. 12" CLEAN COMPACTED BACKFILL. 6" DIAMETER OR GREATER SCH 80 PVC PIPE. 11. PAVING (NON-ROAD). WIRE SLEEVE 12. TWO 3" WIDE, PURPLE RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES. NOTES: A. SLEEVES UNDER PAVING (NON-ROADS) SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. LESS THAN 3" DIAMETER= 18" COVER, 3" • 5-112" DIAMETER= 24" COVER, 6" DIAMETER OR GREATER= 36" COVER· "PURPLE" RECYCLED WATER SCH 40 PVC PIPE. B. SLEEVES UNDER ROADS SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. 6" DIAMETER OR LESS= 36" COVER, 6" DIAMETER OR GREATER= 48"COVER • "PURPLE" RECYCLED WATER SCH BO PVC PIPE. 11 --- LEGEND: 1. STAINLESS STEEL, TOP-ENTRY CONTROLLER ENCLOSURE· NEMA 3R RAINPROOF RATED· WITH LOCKING LID, SHOWN OPEN. 2. TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTIONS. 3. STAINLESS STEEL, U.L. LISTED, PRE-DRILLED, REMOVABLE BACKBOARD. REMOVABLE FRONT PANEL, NOT SHOWN. 4. FINISHED GRADE. 5. MOUNTING QUICK PAD BASE· SEE LEGEND FOR TYPE. 6. 3" PVC CONDUIT WITH SWEEP ELL FOR DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES 7. 1" PVC CONDUIT WITH SWEEP ELL FDR MASTER VALVE. 8. 1" PVC CONDUIT WITH SWEEP ELL FDR FLOW METER. 9. 1" PVC CONDUIT WITH SWEEP ELL FOR 120 VAC POWER FROM METERED POWER SOURCE. 10. 1" PVC CONDUIT WITH SWEEP ELL FDR GROUND ROD CABLE. 11. (1) ¾" X B' COPPER GROUND ROD MINIMUM WI #10 GROUND WIRE AND CLAMP. INSTALL INSIDE A 10" ROUND VALVE BOX· GROUND ROD TO BE LOCATED WITHIN 15' OF CONTROLLER. CONTRACTOR SHALL INSTALL ACTUAL GROUNDING EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 12. FILL INSIDE MOUNTING PAD VOIDS WITH ¾" PEA GRAVEL. 13. WATER PROOF EPOXY SEALANT AT CONTROLLER BASE. 14. POWER SWITCH WITH GFI RECEPTACLE. 15. RAIN SENSOR LOCATED WITHIN STAINLESS STEEL ENCLOSURE· SEE LEGEND FOR TYPE. 16. CONTROLLER· SEE LEGEND FOR TYPE. 17. WARNING SIGN; "RECLAIMED WATER DO NOT DRINK" IN ENGLISH AND SPANISH, LOCATED ON OUTSIDE OF ENCLOSURE. SECTION VIEW LEGEND: 1. REMOVABLE QUICK COUPLER KEY ASS EMBLY CONNECTION. KEY MUST CLEAR VALVE BOX, AS SHOWN. 2. 10" PLASTIC ROUND VALVE BOX. HEAT BRAND "QCV" ONTO LID. 3. FINISHED GRADE. 4. RECYCLED WATER TAG. 5. STAINLESS STEEL CLAMP. 2 REQUIRED. 6. PEA GRAVEL· MINIMUM 4" DEPTH. 7. LANDSCAPE FABRIC. 8. #4 REBAR· 36" MINIMUM LENGTH. NOTES: t-® 9. PVC MAINLINE· SEE LEGEND FOR TYPE. 10. PVC SCH BO TEE OR ELL. 11. BRASS NIPPLE, 6" MINIMUM LENGTH 12. NOMINAL SIZE SOLID BRICK SUPPORTS (3 MINIMUM REQUIRED ·SPACED EQUALLY). 13. BRASS ELL. 2 REQUIRED. 14. BRASS NIPPLE, LENGTH AS REQUIRED. 15. QUICK COUPLING VALVE WITH LOCKING COVER· SEE LEGEND FOR TYPE. A. USE SCH. BO PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN MULCH OR GROUNDCOVER I SHRUB AREAS, SET½" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. SLEEVE INSTALLATION NOTTO SCALE © CONTROLLER ASSEMBLY NOTTO SCALE QUICK COUPLER VALVE NOTTO SCALE Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego California 92130 (858)79~-4777 Fa~ (858)793-4787 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 9261 B Tel 949 3871323 www.ridgela.com "AS-BUILr L.A. EJ<P, REVIEWED BY, INSPECTOR DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TD IMPLEMENTATION IN FIELD. 5122/95 DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNINGI DIVISION LANDSCAPE IRRIGATION DETAILS 5928 PASCAL COURT CARLSBAD, CALIFORNIA 92008 APPROVED ~.,Q,( k~~A I Z..,J-z. • I~ PU.NNING DATE DWH BY PROJECT NO. Dl'IAWINQ NO. RS CHKO BY PRE 95-05 342-5L FIELD BY NOTES: 2 • • -1 It) - ~111 11 i' 11 I - 11 II I I . I I, Ii' Ill 1- B --:I I I 2" MIN. SECTION VIEW LEGEND: 1. DRIP SYSTEM AIR RELEASE VALVE, SEE LEGEND FOR TYPE. INSTALLED ON SCH. 40 PVC THREADED COUPLING WITH A 3/4" SCH. 80 NIPPLE, LENGTH AS REQUIRED TO LOCATE VALVE 2" FROM TOP OF VAL VE BOX. 2. 6" PLASTIC ROUND VALVE BOX, HEAT BRAND "ARV" ONTO LID. 3. FINISHED GRADE. 4. PVC PIPE FROM DISCHARGE HEADER, 112" SCH 40, LENGTH AS REQUIRED. 5. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED -EQUALLY SPACED). 6. LANDSCAPE FABRIC. 7. PEA GRAVEL -MINIMUM 4" DEPTH. 8. PVC SCH 40 ELBOW (SxT) OR TEE , 314" SIZE WITH 314" x 112" SCH 40 PVC SLIP BUSHING. A. USE SCH 40 PVC 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH, B. SET TOP OF VALVE BOX 1-112" ABOVE FINISHED GRADE IN GROUNDCOVER/ SHRUB AREAS, AND 1" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. INSTALL AIR RELIEF VALVE 18" FROM PAVING. NOT TO SCALE ~ • CD I') ® .~~~~~~~~~~~~~~~~~ • .LLLLLLLLLLLLLLLLL @ "' .LLLLLLLLLLLLLLLLL LLLLLLLLLLL LLLLL 11 11 4 --- 5 • "' -® 7 LEGEND: SECTION VIEW 1. 3" BARK MULCH. 2. FINISHED GRADE, 3. AMENDED SOIL. 4. DRIP TUBING -SEE LEGEND FOR TYPE. 5. RAIN BIRD XR SERIES 17MM DRIP LINE BARB INSERT FITTINGS. 6, BLANK POLY TUBING -LENGTH AS REQUIRED. 7. RAIN BIRD XR SERIES ½" MALE ADAPTER. 8. PVC LATERAL LINE PIPING INLET QR EXHAUST MANIFOLD. 9, SCH 40 PVC TEE SxSxT, LINE SIZE BY )1,", I I I I I I I I l.'.:e,,_~=ef'.""il"1~~-,{}:J I I I I 1:!o==l!.,/,=,5,,;;.b==a<'l.==,,[J I ---:..I I l'l,=,;~ad',-&all,'J,a_a=,[JJ~ NOTES: LEGEND: 1. PVC PIPE LATERAL LINE FROM DRIP ZONE KIT. 2. PVC PIPE LATERAL LINE SUPPLY MANIFOLD. 3. PVC PIPE INLET HEADER, 4. SCH 40 PVC TEE SxSxT, LINE SIZE BY ½" 2- 5. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 6. AIRNACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND DR BERM) (TYP) 7. IN-LINE DRIP TUBING WITH EMITTERS 12 INCH ON CENTER, MAXIMUM ROW SPACING 14 -16 INCHES ON CENTER SEE LEGEND FOR TYPE. 8. TEE MALE ADAPTER. 9. PVC PIPE FLUSH EXHAUST MANIFOLD, 10. AUTOMATIC DRIP FLUSH VALVE, PLUMBED TO PVC PIPE (TYP)-SEE LEGEND FOR TYPE. 11. DRIP OPERATIONAL INDICATOR -SEE LEGEND FOR TYPE. 12. PLANTER AREA PERIMETER. 13. PERIMETER DRIPLINE LATERALS 2" TO 4" FROM EDGE. A, INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. NOTES: r, I I I I I I I I ~ ,J AV ~ ,I (; PLAN VIEW ~ 'I.,_ I I I I I I . I I I I I ' I I I I I I I I . I I / ~ ~ T 0 REMOTE CONTROL VALVE 1TH FILTER w PRESSURE REGULATING VALVE TRANSITION TO DRIP TUBING PVC PIPE SUPPLY MANIFOLD EIMIT TERS 12 INCH ON CENTER I POINT OF EACH AIRNACUUM RELIEF VALVE (PLUMBED AT EACH HIGH LATERAL LEG) (TYP) I EMIT I AIR RELIEF LATERAL CENTERED ON MOUND OR BERM) I PLANTER AREA PERIMETER DRIP TUBING LATERAL TERS 12 INCH ON CENTER PVC PIPE FLUSH MANIFOLD PERIMETER LATERALS 2" TO 4" FROM EDGE ZONE FLUSH VALVE PLUMBED TO PVC PIPE (TYP) A. INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN, B. INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH TUBING SECTION PER PLAN. C. RUN AIRNACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM, D, ATTACH ALL IN-LINE DRIP TUBING TO AIR RELIEF VALVE BLANK LATERAL. MORE THAN TWO RELIEF VALVES MAY NEED TD BE INSTALLED PER SECTION @ DRIP AIR RELIEF VALVE NOTTOSCALE @ DRIPLINE CONNECTION NOTTOSCALE ® DRIPLINE LAYOUT {TYP) @ DRIPLINE LAYOUT (TYP) NOTTO SCALE 11- SECTION VIEW LEGEND: I I I I II I I l ----{1 _/""""--{2 ----13 1. TORO DRIPLINE OPERATION INDICATOR. USE ONE PER ZONE AND LOCATED AT FLUSH END OF ZONE 2. FINISHED GRADE. 3. AMENDED SOIL. 4, DRIP TUBING· SEE LEGEND FOR TYPE. DEPTH OF TUBING PER SPECIFICATIONS. NOTES: A. INSTALLATION TD BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. B. INSTALL IN SHRUB AREAS ONLY, ® DRIPLINE OPERATION INDICATOR NOTTO SCALE • II) - 8" SECTION VIEW LEGEND: L 'I --® 0 1. 6" PLASTIC ROUND VALVE BOX-HEAT BRAND "FV" ONTO LID. 2. FINISHED GRADE. 3. SCH 40 PVC PIPE EXHAUST HEADER FROM DRIP TUBING. 4. PVC LATERAL (OR EXHAUST HEADER), 5. PEA GRAVEL -2.5 CUBIC FEET MINIMUM. 6. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED-EQUALLY SPACED), 7. LANDSCAPE FABRIC. B. S X ½" SCH, 40 PVC 90 DEGREE ELL (SIZE AS REQUIRED). 9. AUTOMATIC DRIO FLUSH VALVE. SEE LEGEND FOR TYPE. NOTES: A, USE 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH, B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER I SHRUB AREAS, AND ½" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL INSET A V AUTOMATIC DRIP FLUSH VALVE NOTTOSCALE CD DRIPLINE LAYOUT (TYP) Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego California 92130 1858)793-4777 Fax 1858)793-4787 R I D G E LA ND SCAPE ARCHITECTS BB41 Research Drive Suite 200 Irvine, CA 92618 Tel 949 3871323 www.ridgela,com DATE L.A. EXP. REVIEWED BY: INSPECTOR DATE LEGEND: LEGEND: 1. PVC PIPE LATERAL LINE FROM DRIP ZONE KIT . 2. PVC PIPE SUPPLY MANIFOLD, 1 id:::w~tJ==ti'iJ====r:"la 1. 2 3. PVC PIPE LATERAL LINE FROM DRIP ZONE KIT. PVC PIPE SUPPLY HEADER . SCH 40 PVC TEE SxSxT OR ELL, LINE SIZE BY ½". 3. SCH 40 PVC TEE SxSxT OR ELL, LINE SIZE BY ½". 4. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 5. AIRNACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) ON FLAT AREAS PLACE AT END OF DRIP ZONE. 6, IN-LINE DRIP TUBING WITH EMITTERS 12 INCH ON CENTER, MAXIMUM ROW SPACING 14 -16 INCHES ON CENTER • SEE LEGEND FOR TYPE. EMITTERS TO BE TRIANGULAR SPACING. 7, PVC PIPE FLUSH EXHAUST MANIFOLD, 8, AUTOMATIC DRIP FLUSH VALVE, PLUMBED TO PVC PIPE (TYP)-SEE LEGEND FDR TYPE, 9. CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE (TYPICAL)-SEE INSET "A" L -_J INSET A I I I 2"-4" I ;]: I I 6 L.../11 J \ \ \ \ \ \ \ \ 1 I I I 4. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 5. AIR/VACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) 6. IN-LINE DRIP TUBING WITH EMITTERS 12 INCH ON CENTER, ROW SPACING 14 -16 INCHES ON CENTER FOR SHRUB AREAS AND 12 INCHES MAXIMUM FOR TURF AREAS • SEE LEGEND FOR TYPE. 1=1:;'.=~=~;=~=:r;III I 7. PVC PIPE FLUSH EXHAUST MANIFOLD. I I I B. I AUTOMATIC DRIP FLUSH VALVE, PLUMBED TO PVC PIPE (TYP)- SEE LEGEND FOR TYPE, 9. ½" POLYETHYLENE BLANK TUBING. 10. DRIP OPERATIONAL INDICATOR -SEE LEGEND FOR TYPE. 11. PLANTER AREA PERIMETER. 12. PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF PLANTER AREA, AND MINIMUM 12" CLEARANCE FROM BUILDING, "5-~;J½-"7~;--.? -,;.~( . 2-4" o::;:::r::~}t::J;~ DRIP MANIFOLD 10. BARB X BARB INSERT TEE OR CROSS. TYP 11, DRIP OPERATIONAL INDICATOR - SEE LEGEND FOR TYPE, 13. BARB X FEMALE FITTING (TYPICAL), SEE LEGEND FOR TYPE. 14. ¾" PVC NIPPLE, LENGTH AS NECESSARY. 2 BURIAL DEPTH INSET A 12, PLANTER AREA PERIMETER. 13. PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF PLANTER AREA, MINIMUM 12" DISTANCE FROM BUILDING. 14. PVC PIPE SCH 40 RISER, LENGTH AS REQUIRED. NOTTOSCALE ® DRIPLINE LAYOUT (TYP) REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 5122195 DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION u>.NDSCAPE IRRIGATION DETAILS 5928 PASCAL COURT CARLSBAD, CALIFORNIA 92008 APPROVED /?--}-Z,,-117 PLANNING DATE DWN BY PROJEOTNO. DRAWING! NO. CHKD BY RS tlELD BY PRE 95-05 342-5L Conlrolfef "A" Evapolranspimtion Rate (Etor Conven·i-cn Factor (Step I x llne 2} Plant Factor (f'Fj"' (0.1 -Oil} HyctozoneArea !HA) -in square feet I Step 4 x Line 5) Irrigation Efficiency (IE)"'" [Step 6., Line 7) To fol oil Steps 8 + Total SL', ,q. in Step 5) Step 3 xSlep 9 Estimated Total Water Use-ETWU (Gollons Per Year) Total shall not exceed r,,\AWA We~ of H~ =-40.0 EoEi of !..Sond West of 6 Com~r,c Real= 44.0 East of aco~fnv Real=-47.0 44.0 0.62 27.280 0.3 0.3 0.3 0.8 0 0 0 0 0 0 0 0 0.5.5 0.70 0.80 0.5:s 0 0 0 0 6,222 Se'.ecie-ct b-m.e::::i on type of pi_crn'i\> tn 1,ydrozone~: Spay= .55 .......... -.~· .. ,. "'"""""" -.,..... . ........ , ... ,.',,' 0.1 = \'LW -Veq Lew Waler U1re Pl-onis . R-olor;;;;; .70 0.3=~W-LcwW~e?ille ?!.on~ ~ubb;er=.75 44.0 0.8 0 0 0.8 0 0 0.70 0.80 0 0 0.5.:::MW-Moder.:l;eWate;-Ure Dt',1p &.M~Sprpy=.00 .............. ' ' .......................... .,. . ..................... . SLA A Oif1Pten1 fE ftlOy' be med iif wppof;ed by ·do-c-umenfoi:.On i-u~ci fo appr,oV:.1,: by ~heC?ly MAXIMUM APPUED WATER USE ( MAWA) colculofion: ,,AA.WA= (ETo) x 10.62))( [10.lxlAJ + f0.3xSLAI] 6,222 TotCE Land:cape Area NOTE: WATER USE CALCULATION SHOWN ARE FOR THE REVISED LANDSCAPE AREAS ONLY. CONTROLLER SCHEDULING NOTE: MAWA Total SI.A THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. MULTIPLE CYCLES MAY BE REQUIRED TO MINIMIZE PONDING AND RUNOFF ONTO NON-IRRIGATED AREAS. SEASONAL IRRIGATION SCHEDULE Project Name: Pas-cal I Cycle, Per Day. fv'\eier Mumber. ii I ContronE!f 'A" D a,• Per Week: Btopoir,'.IQS'f~irciion Rnt_e3· ___krjgQji,Q□ Et□c,i~□q(!~~- Eio His.torical: "44.0 , Rot-ors: Winter Spring Summer Fall :Spray t,,ads: , , ., r Etc Per Day 0.08 0.15 ~ 0.19 0,13 Bubbler Heads: Eto Par Season ' 6.6 • 12.Q 15.1 , 10.3 . Diip Sy.dems: '.surface Drip: Run Times (Minut.,. p« Day) " (El<>}+ (IE)+ (PR}+ (RD)+ {C) x {Kc) x oO ,- Slream Rotary._ Eto:: Seasonal Evapotran:spirofion : hl'!icro Sr-ir.nH IE= lrrigatlon Efflclency PR" Precipitation Rafe !Inches P"' Hour} E·t~_.i 1:dtat TQIJ R.at-~ j_io 1ht)_ RD= Run da,f (Seasonal Toh;,11 . 1<9Jq,:J: ..... C = Cv:les per Day :spray Heads: Kc= Crop Coefficient 6upbler Head<: ... clJ = Convers.lon to mlnut-es . !)rip S)'tems: ,},!rf_sceePrip: .. St ream Rg t<:ry. Mero Sr,ay. Valve . Wint« , Summer Fall lmgation Sprlnl! Planting Kc • PR IE Quantity T""" . , !Dec, Jan, Feb!' ii1or. An,, IJlayJ IJvn, Jui. A1.1,.,1' (Seo. Oct. Nov] 5 S'Yub 6 ~_:yvt;) 1 Tree Toled Valve, 12 Sprc,y .. , 0.40 ................. l .. ,60.. 0,71 ,.. 9 ' 16 . 20 . 14 r ;. • Jndividuol Valve Rl.fl Tlme t.-inutes Fer Dov 2 3 4 3 ... Pt.l.P:. . : __ J1iL ..... L .... ..9~.9.~ ........ ~ __ Q.?Q ______ : 15 ;· 26 . .32 ............ Z2 ... r ' ii"' lhdlvldLJdl Valve Run Time Mnu!e, Per Dav 2 4 5 Bubbler ' 0.80 ' 3.00 0.80 , 2 3 . 4 ,· . ..., ............................ ,.. ..,. ' " """' ... -· ....................... -..... .,, ... r .... .... . .. . .. ,. .... .. , ...... :Jir···· Individual Valve Run Time Mnute, Per Dav 2 3 4 , . • Total Hour Run Times I 6 Day, P« Week 0.42. 0.74 o.~4 WATER EFFICIENT LANDSCAPE: WORKSHEE:T HYDROZONE: INFORMATION TABLE: Controller Zone frrlgatio~ Plant Hydro2one Area % (If Total Hydrozone• or Type/Factor .. • Landscaped No. Valve Method .. (PF) {Sq. Ft.) Ar~a A MW i D 05 138 2.22 A MW 2 s 0.4 1,133 1821 A MW 3 D 0.4 341 54B A MW 4 s 0.4 923 14.8. A MW 5 s 0.4 747 1201 A MW 6 B 06 175 2.81 A MW 7 D D.5 4.'l3 6.913 A MW B s ('-5 328 527 A MW 9 D 0.4 943 15.1fi A MW 10 D ,0,4 441 709 A LW 11 s 0,2 374 6,01 A MW 12 D 0.4 246 3.95 Toti Planted Area 6.222 '1-00% ~ ffydroz.one Vt.W -V~J tcw W~e-t /Js.e P1&t'lt$ LW-1..ow Wclf'r U::ii:i Pi'iints MW-MOO-erste W,s,terUse F,'tmts HW" High Wl:'ferUse Pf:p.uts ••,rrtgatron ~tmd i'AS ec Micro--:spr-ay s"' Sp.r-By .,,. Pia 11tFiictorfromWUGOLSJllm- /.ist ft -s wiit ar fea !1Jre as .appmprlli re R= Rotor B"' Bub-b/1:tr J1;; 11rin 4 3 3 0.65 .. 1 6 0.75 0.71 0,80 0.90 0.85 0.75 0.75 0.45 1.60 3.00 0.9~ 1.25 ··-0.45 0.61 , Run TimeJ . : f,1In, Ps"PC!Y .. :Mn, Ps'l':Q;,y ... . Mn. f',f Day Hours P;!f Oc,y ----------1 5 0 7 @ SECTION VIEW -NOT TO SCALE NOTES: LEGEND: 1 FINISH GRADE. 2. 3" WIDE, PURPLE RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES. 3. "PURPLE" RECYCLED WATER PVC PIPE NON-PRESSURE LATERAL LINE PIPE FROM IRRIGATION HEAD TO IRRIGATION HEAD. WHENEVER THE LINES CROSS THE POTABLE PIPE, NO SLEEVE IS REQUIRED. 4. "PURPLE" RECYCLED WATER PVC PIPE PRESSURE MAINLINE. 5. CONTROL WIRES. 6. POTABLE WATER LINE. 7. "PURPLE" RECYCLED WATER PVC PIPE PRESSURE MAINLINE PLACED WITHIN SLEEVE. 8. CONTROL WIRES PLACED WITHIN SLEEVE FOR PAVING AND HARDSCAPE CROSSINGS. A. WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS, THE RECYCLED LINES SHALL BE INSTALLED IN A CLASS 200 PURPLE COLORED PVC SLEEVE. PVC SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 20 FEET 8. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. C. VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATER LINE. D. ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED. E. IF POTABLE WATER LINE HAS LESS THAN (36") COVER, RECYCLED WATER LINE MUST CROSS BELOW POTABLE WATER LINE REFER TO THE WATER AGENCIES' STANDARDS DESIGN GUIDE FOR PIPE SEPARATION REQUIREMENTS. . 5' "' LEGEND: . □ N " CAUTION RECLAIMED WATER SEO FOR IRRIGATION DO NOT DRINK CUIDADO AGUA RECLAMADA UNICAMENTE PARA REGAR PROHIBO TOMAR 8" SECTION VIEW 1. 2" SQ, ALUMINUM TUBE PAINTED TO MATCH FRAZEE "ORANGE PEAL" 2. FINISH GRADE 3. CONCRETE FOOTER 4. 0"x14"x1/8" ALUMINUM PAINTED TO MATCH PURPLE PMS COLOR #266 5. HP WHITE VINYL GRAPHICS 1/2" HEIGHT NOTE: A TWO MINIMUM PER SITE 14" 12· 12· 0 0 2 0 1 J----t LEGEND: PLAN VIEW 1. SUPPLY HEADER, 3/4" PVC SCH 40. 2 DRIP REMOTE CONTROL VALVE ASSEMBLY SEE LEGEND FOR TYPE. 3. LANDSCAPE DRIPLINE TUBING. DRIPLINE SPACING: 12". 4. 9" WIRE STAKES -5 FEET ON CENTER. 5. PVC SCH 40 SxSxT TEE/ ELL WITH DRIPLINE INSERT FITTING . 6. DRIPUNE INSERT CROSS FITTINGS TYP. 7. TREE ROOTBALL. 8. DRIP LINE INSERT TEE FITTINGS TYP. 9. DRIP LINE TUBING CONTINUING TO FLUSH MANIFOLD. 10. XERI-BUBBLER WITH 1032 THREADED INLET. (2 RED. PER TREE) SEE LEGEND FOR TYPE. INSTALLED WITH RAIN BIRD MODEL PFR/FRA24, PRE-ASSEMBLED 24" POLYFLEX RISER ADAPTER. TRIM POLYFLEX RISER 4" ABOVE FINISHED GRADE. 11. RAIN BIRD EASY FIT COMPRESSION TEE# MDCFTEE AND FEMALE PIPE THREAD NOTE. ADAPTER# MDCF75FPT. DRIPLINE TUBING TO BE INSTALLED ON SUBGRADE WITH 2" TOPSOIL COVER. DRIP RINGS FOR ADDITIONAL DEEP WATER TO TREES PLANTED IN SHRUB AND GROUND COVER AREAS -RINGS TO BE CONNECTED TO SHRUB AND GROUND COVER DR!PLINES. DRIP EMITTERS TO BE PLACED AT TREE ROOTBALL AND ADJUST FLOW PER TREE WATER REQUIREMENT. Q RECLAIMED WATER SIGN NOTTOSCALE Cy) TREE DRIP-RING LAYOUT NOTTO SCALE NOTES: LEGEND: 1. VINE /SHRUB/ TREE. SEE PLANTING PLAN FOR TYPE. 2. XERI-BUBBLER WITH 1032 THREADED INLET: SEE LEGEND FOR TYPE. 3_ RAIN BIRD MODEL PFR/FRA24, PRE-ASSEMBLED 24" POL YFLEX RISER ADAPTER TRIM POLYFLEX RISER 4" ABOVE FINISHED GRADE , 4. RAIN BIRD EASY FIT TEE COMPRESSION FITTING, MDCFTEE WITH FEMALE PIPE THREAD ADAPTER-MDCF75FPT . 5. MULCH OR COBBLE COVER, PER LANDSCAPE PLANS. 6. POLYETHYLENE INLINE EMITTER DRIP TUBING, SEE LEGEND FOR TYPE. 7. 9" WIRE STAKES FIVE (5) FEET ON CENTER. 8. 8. FINISHED GRADE. 9. AMENDED SOIL, PER LANDSCAPE PLANS. A. PLACE EMITTERS AT EDGE OF ROOTBALL ADJUST PER ROOTBALL SIZE, TYPICAL. B. PLACE EMITTERS PLUMB AND AS CLOSE AS POSSIBLE TO SHRUB ROOTBALL. C. OFFSET XERI-BUBBLER TO UP-SLOPE SIDE OF ROOTBALL IN SLOPE CONDITIONS OF 3:1 OR GREATER. D. TRIM POLYFLEX RISER 4" ABOVE FINISHED GRADE . E. ADJUST BUBBLER GPM FLOW BASED ON PLANT WATER REQUIREMENT, REFER TO PLANTING PLAN. DD VINE DRIP EMITTER CONNECTION NOTTO SCALE ffi Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego California. 92130 (858)793-4777 fax (858)793-4767 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suile 200 Irvine. CA 92618 Tel 94 9 387 1323 vmw.ridgela.com 24" 4 }----------it 10' MINIMUM TO POTABLE MAINLINE IN STREET SECTION VIEW-NOT TO SCALE LEGEND: 1. METER BOX WITH METER. 2. SIDEWALK. 3. CURB. 4. POTABLE SERVICE LINE. 5. RECYCLED WATER IRRIGATION MAINLINE WITH SLEEVE. NOTE: LEGEND; 1. VINE /SHRUB/ TREE. SEE PLANTING PLAN FOR TYPE. 2. XERI-BUBBLER WITH 1032 THREADED INLET; SEE LEGEND FOR TYPE . 3. RAIN BIRD MODEL PFR/FRA24, PRE-ASSEMBLED 24" POLYFLEX RISER ADAPTER. TRIM POL YFLEX RISER 4" ABOVE FINISHED GRADE . 4. RAIN BIRD EASY FIT COMPRESSION FITTING TEE# MDCFTEE WITH FEMALE PIPE THREAD ADAPTER# MDCF75FPT . 5. MULCH OR COBBLE COVER, PER LANDSCAPE PLANS . 6. POLYETHYLENE INLINE EMITTER DRIP TUBING, SEE LEGEND FOR TYPE. 7. 9" WIRE STAKES FIVE (5) FEET ON CENTER. 8. 8. FINISHED GRADE. 9. AMENDED SOIL, PER LANDSCAPE PLANS. VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. NOTES: A PLACE EMITTERS AT EDGE OF ROOTBALL. ADJUST PER ROOTBALL SIZE, TYPICAL. B. PLACE EMITTERS PLUMB AND AS CLOSE AS POSSIBLE TO SHRUB ROOTBALL. "AS-BUILr DATE L.A. EXP. REVIEWED BY: INSPECTOR DATE NOT TO SCALE C. OFFSET XERI-BUBBLER TO UP-SLOPE SIDE OF ROOTBALL IN SLOPE CONDITIONS OF 3:1 OR GREATER. D. TRIM POLYFLEX RISER 4" ABOVE FINISHED GRADE . E. ADJUST BUBBLER GPM FLOW BASED ON PLANT WATER REQUIREMENT, REFER TQ PLANTING PLAN. ® TREE DRIP EMITTER CONNECTION NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD P\.ANNINQ DIVISION 5/22/95 LANDSCAPE IRRIGATION DETAILS 5928 PASCAL COURT CARLSBAD, CALIFORNIA 92008 APPROVED l l.f~L~:t\: ~ lt-,,z.,~ PLANNING DATE DATE DESCRIPTION APP'D OWN BY PROJECT NO. DRAWING NO. BY RS CHKD BY PRE 95-05 342-5L REVISIONS rJELD BY ..--------··------------------------------------------------------------------------------------------ EXISTING PLANT LEGEND SYMBOL TREES: 0 0 0 BOTANICAL/ COMMON NAME ARBUTUS SPP. / STRAWBERRY TREE ARCHONTOPHOENEX CUNNINGHAMIANA/ KING PALM CUPANIOPSIS ANACARDIOIDES / CARROTWOOD ERYTHRINA CAFFRA / CORAL TREE EUCALYPTUS SPP. I EUCALYPTUS RI HT-OF-WAY FICUS NITIDA / INDIAN LAUREL LIQUIDAMBAR STYRACIFLUA / AMERICAN SWEET GUM MELALEUCA QUINQUENERVIA / PAPERBARK TREE PITTOSPORUM SPP. I TOBIRA PLATANUS RACEMOSA I CALIFORNIA SYCAMORE PYRUS CALLERY ANA I ORNAMENTAL PEAR SYAGRUS ROMANZOFFIANUM / QUEEN PALM TIPUANA TIPU I TIPU TREE EXISTING SHRUBS & GROUNDCOVERS TO BE PROTECTED IN PLACE EXISTING TURF TO BE PROTECTED IN PLACE NOTE EXISTING TREES MARKED WITH AN (E) ARE TO BE PROTECTED IN PLACE. EXISTING TREES MARKED WITH AN (R) ARE TO BE REMOVED. THE NUMBER ADJACENT TO THE EXISTING TREE SYMBOL INDICATES THE APPROXIMATE TRUNK CALIPER, MEASURED AS DBH (DIAMETER AT BREAST HEIGHT) FOR TREES OR THE BROWN TRUNK HEIGHT (BTH) FOR PALMS. 1-- 0: ::) 0 00 < a.. RIGHT-OF-WAY 25' X 25'~ ·IGHT DISTANCE TRIANGLE AT DRIVE AYS -NO LANDSCAPE ELEMENT OVER 30" IN HEIGHT (INCLUDING PLANTS MEASURED AT MATURITY) SHALL BE ALLOWED WITHIN THIS ZONE, TYPICAL. PARKING LOT LANDSCAPE AREA TABULATION TOTAL PARKING LOT AREA (INCL. STALLS AND DRIVE AISLES)= 41,708 SF TOTAL LANDSCAPE AREA WITHIN PARKING LOT AREA= 1,783 SF PERCENTAGE OF LANDSCAPE AREA IN PARKING LOT AREA REQUIRED= 3% (1,251 SF) PERCENTAGE OF LANDSCAPE AREA IN PARKING LOT AREA PROVIDED= 4.3% (1,783 SF) • / ROAD RIGHT-OF-WAY FH >03 XfMR __ .;;c.lY]c::_ -----'-□ XFMR n °,=, 0 □□ Ft--! ED UI 1>01 [2J • LJ_,.---'--~--l.c:IJl-----+---'7 (E-12") ~ TEL. MHO 0 0 (E-6") ◊ ◊ (E-10") • E-12") (E-12") □ (E-4") □ '-,. EXISTING ESCALLONIA 1 TO REMAIN ~ ~ ~ & SC DIA .....__ ~~~~~~~~~~~~~~~~~ ,---..,,,-.,-\,.. DIA RELOCATED 1 ..J -....J---r,---i~ ~ \\ JS IL SAMPLE ls.i -~ LOCATION 1 OF 2 LAN HEM \ ...____,,;:-E -12") \ \ \ \ \ \ \ (E-36") HEM 0 HED 10 20 40 SCALE AND NORTH 151 I I (E) (E) 60 EXISTING PALMS (5) ) I :::.······" .. '" CAREX MUH i DIAl!H"..:-::..:-1 ) WES 1!-R:i:f: ) LANI °'\ I ~ FES+--,1 ~-· ·j,o,~·· . I u I (E) Smith Consulting Architects 12220 El Camino Real Suite 200 San DiegoOalifornia 92130 . (858)793-4777 Fax (858)793-4787 " I I (E-4") □ (E-8") 0 (E-12") ~ -------. (E-12") -------- IE) c1 R I D G E LANDSCAPE ARCHITECTS L.A. 0 +J: E) (E-10" "AS-BUILT" EXP. 8841 Research Drive REVIEWED BY: Suite 200 Irvine, CA 92618 Tel 949 3871323 www.ridgela.com INSPECTOR (E-8") l1il DATE DATE ____,.,..---- PROPERTY . LINE PLANTING LEGEND SIZE I MIN, SYMBOL TREES: BOTANICAL/ COMMON NAME SPACING COMMENT WUCOLS QUANTITY 0 RHUS LANCEA / AFRICAN SUMAC ARCHONTOPHOENIX CUNNINGHAMIANA / KING PALM SHRUBS, VINES & GROUNDCOVERS: l ••••••••••:•::::::::::::::I CAREX DIVULSA / .<,,, :r t _ BERKELEY SEDGE 24" BOX RELOCATED ON SITE OR 16' BTH 1 GAL./ 24" 0.C. CANOPY TREE PALM ACCENT ORNAMENTAL GRASS LOW (0.1-0.3) MOD (0.4-0.6) MOD. (04-0.6) f.O~O ov·~~ CARISSA M. 'GREEN CARPET' I 5 GAL. I EVERGREEN MOD. 155 R0000 DWARF NATAL PLUM 36" O.C. SHRUB (0.4-0.6) _A_ .J\ T7 -~ '~"'~~~~"'~~~'-"'~~~~~~~~~,-..~~~'"'~~~~ ( 0 CARISSA M. 'TUTTLE'/ 5 GAL./ EVERGREEN MOD. 65 1) \._ + NATAL PLUM 36" O.C. SHRUB ON SLOPE (0.4-0.6) .....__ .....__ .....__ ...__ ...__ ...__ ...._. '--...._. ...__ ...._. ...__ '--' ...__ '--' '-'----'-' '-.....__ .....__ '-.....__ .....__ .....__ ...___ ........,_ .....__,. '----' ...__ '----' X >-< • • • •• ••' DIAN ELLA 'LITTLE REV' I 1 GAL. I PERENNIAL MOD. ( 199 ) :11:11:v:•❖•:v:v:, LITTLE REV FLAX LILY 24" O.C. {0.4-0.6) _,. , ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ( Q ESCALLDNIA RU BRA I 5 GAL./ EVERGREEN MOD. 18 I \ ESCALLDNIA 36" O.C. SHRUB (0.4-0.6) ) ~'-'--'---"'-'-'-'--'-'--'-'---'-'---..._., '---'--'--'--'--''-'--'-'-'--'-....__'-..._..'-'...__ '--..._, l:lii:!MMiiilliiifrl ~~~~~~~t~~EI/ ~4~~d ~~~~~~ENTAL ~o0~~03) & 331 FLATS I 12" o.c. EVERGREEN GROUNDCOVER MOD. (0.4-0.6) PER PLAN r--,.....__ ~ HEMEROCALLIS HYBRIDS/ 1 GAL./ PERENNIAL MOD, / 82 \ ~8:Bllil:AAl~~~~ DAYLILY 24" o.c. (0.4-0.6) \ / ~ LANTANA MONTEVIDENSIS / 5 GAL./ GROUNDCOVER LOW ~l 147 } ~~~~~:::~ TRAILING LANTANA 36" O.C. (0.1-0.3) 3 l ) ~ MUHLENBERG IA C. 'REGAL MIST' I 5 GAL./ ORNAMENTAL MOD. / 156 ) ~ PINK MUHLY 36" O.C. GRASS (0.4-0.6) \ ) ~ ~ ~ .-... .-....-... ~ ~ ~ ~ ~ ~~ ~ .-... ~ ~ ~ ~ ~ -~ ~~----...~ ~--------.._.~~~ ~ ~~ - MYOPORUM PARVIFOLIUM / FLATS/ EVERGREEN MOD. PER l 0 MYOPORUM 12" O.C. GROUNDCOVER (0.4-0.6) PLAN ) '--'-'-'--'--'--...__ ...__ '--...__ '-'--...__ ...__ '-'---'-'-'-'--'-'--'-...__ '-'--'-'-'-.._.. PARTHENOCISSUS TRICUSPIDATA / 1 GAL. I SCREENING VINE MOD. 10 BOSTON IVY STAKED (0.4-0.6ffi ----WESTRINGIA FRUTICOSA / 5 GAL./ BACKGROUND LOW 3 ( 131 ) COAST ROSEMARY 36" O.C. (0.1-0.3) '-____.. TOTAL 1 GAL.= 917 (57%) TOTAL 5 GAL,= 672 (43%) TOTAL SHRUBS= 1,589 (100%) DENOTES SOIL SAMPLE LOCATION -RcFER TO NOTE 'H' OF PLANTING NOTES, SHEET 26, FOR ADDITIONAL INFORMATION. (2 TOTAL) SLOPE RE-VEGETATION NOTES SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD #1 -COVER CROP/REINFORCED STRAW MATTING: • COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVER, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THEN COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. • TYPE OF REINFORCE STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. • REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. B. STANDARD #2 -GROUND COVER • ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR), C, STANDARD #3 -LOW SHRUBS • LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 -TREES AND/OR LARGE SHRUBS • TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) rER TWO HUNDRED (200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1, B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3 AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE DR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DM810N 5/22/95 DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE PLANTING PLAN 5928 PASCAL COURT CARLSBAD, CALIFORNIA 82008 APPROVED ~J.~ 4', ~L...;4\--lZ,P-•I'? PU.NNING DATE OWN IIY LA PFIOJECT NQ. DRAWING NQ. CHKD BY RS FIELD BY PRE 95-05 342-SL I - SECTION 02514 PORTLAND CEMENT CONCRETE PAVING Part 1 -GENERAL 1.01 WORK INCLUDED A. Concrete paving, mow strips, steps, walls. B. Reinforcement. C. Surface finish. D. Special Curing. 1.02 WORK INSTALLED BUT FURNISHED UNDER OTHER SECTIONS A. Section 03251 -Expansion and Contraction Joints. 1.03 RELATED WORK A. Section 02211 -Rough Grading: Preparation of site for paving. B. Section 02223 -Backfilling: Compacted fill for paving. 1.04 REFERENCES A. ACI 301 -Specifications for Structural Concrete for Buildings. B. ANSI/ASTM A185 -Welded Steel Wire Fabric for Concrete Reinforcement. C. ANSI/ASTM A497 -Welded Deformed Steel Wire Fabric for Concrete Reinforcement. D. ASTM A615 -Deformed and Plain Billet-Steel for Concrete Reinforcement. E. ASTM C33 Concrete Aggregates. F. ASTM C94 Ready Mixed Concrete. G. ASTM C150 Portland Cement. H. ASTM C260 Air-Entraining Admixtures for Concrete. I. ASTM C309 Liquid Membrane-Forming Compounds for Curing Concrete. J. ASTM C494 Chemical Admixtures for Concrete. K. FS TT-C-800 -Curing Compound, Concrete, for New and Existing Surfaces. 1.05 QUALITY ASSURANCE A. Perform work in accordance with ACI 301. B. Obtain materials from some source throughout. 1.06 TESTS A. Testing and analysis will be performed under provisions of the UBC, current edition. B. Make available proposed mix design of each class of concrete to appointed firm for review prior to commencement of work. C. Testing firm will take cylinders and perform slump and air entrainment tests in accordance with ACI 301. D. Tests of cement and aggregates will be performed to ensure conformance with specified requirements. E. Three concrete test cylinders will be taken for every 75 or less cubic yards of each class of concrete placed each day. F. One additional test cylinder will be taken and be cured on site under same conditions as concrete it represents. G. One slump test will be taken for each set of test cylinders taken. 1.07 SUBMITTALS A. Submit product data under provisions of the UBC, current edition. B. Include data on integral color, admixtures, and curing compounds. C. Submit manufacturer's instructions. 1.08 SAMPLES A. Where directed, provide 4 x 4 foot job site sample of each paving finish shown or required, for review and approval prior to installation. Provide additional samples until finish is considered acceptable by the Owner, at no additional cost to the Owner. Part 2 -PRODUCTS 2.01 CONCRETE MATERIALS A. Cement: ASTM C150 Portland type, gray color. 8. Fine and Coarse Aggregates: ASTM C33, from a single source throughout project. C. Water: Cleon, potable, and not otherwise detrimental to concrete. 2.02 FORM MATERIALS A. Conform to ACI 301. B. Wood or Steel form material, profiled to suit conditions. 2.03 REINFORCEMENT A. Reinforcing Steel: ASTM A615; 40 ksi yield grade; plain deformed billet steel bars, uncoated finish. B. Welded Steel Wire Fabric: Plain type, ANSI/ASTM A185; uncoated finish. C. Tie Wire: Annealed steel, minimum 16 gage size. D. Dowels: ASTM A615; 40 ksi yield grade, plain steel, uncoated finish. E. Synthetic Reinforcing Fibers: 1. Engineered synthetic reinforcing fibers shall be 100% Polypropylene, collated, fibrillated fibers with the following properties: Specific Gravity: 0.9 Modulus of Elasticity: 0.5 to 0. 7 x 1000 ksi Tensile Strength: 80 to 11 O ksi Length: 0.5 inch 2. The approved manufacturer or distributor shall provide the services of a Qualified Technician for a pre-job meeting and initial Job Start-Up. 3. Manufacturer shall be Fibermesh Inc., (619) 259-0901 or approved equal. 4. Fibers shall be added only at the concrete batch plant to assure uniform and complete dispersion of the collated-fibrillated fiber bundles into single monofilaments within the concrete. 5. Add to the concrete mix at the rate of 1.5 lbs per cubic yard of concrete. 6. Submit concrete receipt from batch plant to Owner, showing name of manufacturer and rate of application for fibers. 2.04 ACCESSORIES D. Ensure reinforcement, inserts, embedded parts, and formed joints are not disturbed during concrete placement. E. Place concrete continuously between predetermined construction joints. Do not break or interrupt successive pours such that cold joints occur. F. Place concrete to pattern indicated. G. Coordinate pours of integral color concrete to ensure consistency of color throughout. Color inconsistency will not be accepted. H. For concrete steps, walls or other cost in place elements, settle concrete by vibration to eliminate honeycombs. Concrete with visible honeycombs will be rejected. I. Tolerances in horizontal alignment of hardscape elements such as paving edges, joints, walls and steps shall not exceed 1/4" in 10 feet, or 1/2" in 50 feet. E. Concrete Surface Sealer: Surface Sealer: All concrete that has either been sandblasted or retardant finished shall be sealed with o clear, penetrating concrete sealer. If efflorescence or alkali-staining in evident after the concrete has cured, lightly wash the aggregate surface with a mild muriatic acid solution (usually a 10: 1 dilution) that has been thoroughly rinsed with water and cleaned with diluted Lithochrome "Floor Cleaner" by L.M. Scofield or equal. Rinse again and dry thoroughly. After concrete mix hos cured at least a month, the concrete surface shall be thoroughly washed with fresh, clean water. After surface is thoroughly dried, apply one coat of Aqua-Mix Penetrating Sealer (213) 946-6877, at the rate of 200 SF per gallon. Allow 24 hours before applying water to verify if water beads. If not, apply a light second coot. Refer to Aqua-Mix Specifications for complete instructions. 3.08 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provision of the UBC, current edition. A. Pre-emergent Herbicide: Surflan 3.07 FINISHING B. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples token. B. Curing Compound: FS TT-C-800, Type 1, 30 percent solids; ASTM C309, Ashford Formula. C. Liquid Surface Sealer: ProSoCo Kure/Seal. D. Integral Color (Non-Immersion Conditions): L. M. Scofield Chromix. E. Patch Bond: Weld-Crete. F. Lithochrome color hardens: L.M. Scofield. 2.05 ADMIXTURES A. Air Entrainment: ASTM C260. B. Chemical Admixture: ASTM C494. 2.06 CONCRETE MIX A. Mix concrete in accordance with ASTM C94. B. Provide concrete with the following characteristics: -Compressive Strength at 28 days: 2500 psi. C. Use accelerating admixtures in cold weather only when approved by Owner. Use of admixtures will not relax cold weather placement requirements. D. Use set-retarding admixtures during hot weather only when approved by Owner. E. Add air entraining agent to concrete mix for concrete work as necessary. Part 3 -EXECUTION 3.01 INSPECTION A. Verify compacted subgrade and/or base is ready ta support paving and imposed loads. B. Verify gradients and elevations of base are correct. C. Beginning of installation means acceptance of existing conditions. 3. 02 PREPARATION A. Moisten subgrode and/or base to minimize absorption of water from fresh concrete. B. Apply pre-emergent herbicide, per manufacturer's specifications, to soil surface below all areas to receive concrete. If using base material, apply to subgrade prior to installing base. C. Notify Landscape Architect and Owner m1n1mum 24 hours prior to commencement of concreting operations. 3.03 FORMING A. Piece and secure forms to correct location, dimension, and profile. Obtain layout approval prior to pour. B. Assemble formwork to permit easy stripping and dismantling without damaging concrete. Use of permanent concrete screed is permissible. C. Place joint fillers vertical in position, in straight lines. Secure to formwork during concrete placement. 3.04 REINFORCEMENT A. Place reinforcement. B. Interrupt reinforcement at expansion joints. C. Place reinforcement to achieve slob and curb alignment as detailed. D. Provide dowelled joints at interruptions of concrete with one end of dowel set in capped sleeve to allow longitudinal movement. 3.05 FORMED JOINTS A. Place expansion joints at 20 foot intervals unless otherwise shown to correct elevation and profile. Align curb, gutter, and sidewalk joints. B. Place expansion joint between paving components and building or other appurtenances. C. Provide control joints at maximum 5 foot intervals of paving unless otherwise shown. 3.06 PLACING CONCRETE A. Place concrete in accordance with ACI 301. B. Hot Weather Placement: ACI 301. Smith Consulting Architects 12220 El Camino Re~! Suite 200 San Diego California 92130 1858) 793-4777 Fax 1858)793-4787 A. See plan for finishes and finish locations. 3.09 PROTECTION B. Curbs, Swales and Gutters: Light broom. A. Immediately after placement, protect concrete under from premature drying, excessive hot or cold temperatures, and mechanical injury. C. Place curing compound on exposed concrete surfaces immediately ofter finishing. Apply in accordance with manufacturer's instructions. D. Finishes: 1. General - Compact and tamp concrete as specified herein (unless retardant finish is specified), to bring 3/8 inch of mortar to surface, float with wood screeds and floats only, and apply following finishes after surface by floating. Do not use steel or any plastic screeds, floats or "Fresno" for initial floating and screeding operations. 2. All concrete finishes shall be as listed on the Drawings. Finishes are as follows: a. Rough Trowel Swirl Finish - Provide rough trowel finish to slab surfaces. After placing slobs, consolidate surface by floating to a uniform, smooth, granular texture. b. Scratch Finish - Provide scratch finish to slab surfaces that are to receive mortar setting beds for precost tile pavers as noted on Drawings. c. Steel Trowel Finish - After surface water disappears and floated surface is sufficiently hardened, steel trowel and re-trowel ta smooth, dense, hard finish. After concrete hos set enough, re-trowel to a smooth, uniform finish free of trowel marks or other blemishes. Avoid excessive troweling that produces burned areas. d. Sandblast Finish - i. All work shall conform to applicable OSHA and EPA standards. ii. Contractor shall schedule this work to be executed with as little conflict with other trades as possible. If necessary, Contractor shall be responsible for the protection or masking of adjacent surfaces. iii. Test areas for sample of blasting will be established where surfaced will not be left exposed. Landscape Architect shall be present at time of sample blasting and approve the desired finish. iv. Care shall be taken to protect all adjacent surfaces from damage which are not receiving sandblasting. v. Sandblasting shall be accomplished using qualified workmen familiar with the proper technique. vi. Sandblasting work shall be by the dry-sand method, utilizing appropriate equipment and adequate air pressure. Abrasives shall be washed silica sand free from salt, cloy or other foreign materials. Nozzle position during the operation shall be as determined in the making of the approved samples. vii. All concrete areas requiring patching shall be patched, with all rough spots and unevenness in the concrete surface ground smooth before the sandblasting operation is begun. viii. Wash down concrete sandblasted surfaces promptly to remove sand and dust. Upon completion, remove from site all surplus and waste materials. e. Retardant Finish - i. Concrete Mix Design: An extreme!}' coarse mixing contains the greatest possible percentage of 3/8" top size aggregate and a minimum amount of mixing water should be used. Aggregate/sand ratio to be 70% aggregate to 30% sand. II. Preparatory Work: The concrete should be placed and consolidated so as ta completely fill all spaces in the forms. Tampering will not be permitted because the aggregate must remain near the surface for later exposure. Apply a wood float finish which will permit 3/16" of aggregate exposure. iii. Application of Retarder: As soon as the following has been completed, apply the retarder and "Lithotex" by L.M. Scofield (213/725-7112) per Scofield's Application Instruction T-203.03. Once the retarder hos been applied, cover the surface with plastic sheeting or curling paper to achieve deeper aggregate reveal. iv. Aggregate Exposure: The retarder should be removed between eight and twenty hours after placement by sandblasting or with a coarse-fibered or rust resistant wire scrub brush and jet of water. A clean sealer shall be applied so that the surface shall be covered after aggregate exposure with new, non-staining paper. f. Lithochrome color hardener: manufactured by L.M. Scofield Company. The grade shall be heavy duty. The color shall be per plan. Color-Hardened Concrete System: All concrete flatwork arid adjacent vertical surfaces designated in the plans or specifications as having a colored and hardened surface shall be color-hardened with 'Lithochrome' color hardener, a dry-shake hardener manufactured by L.M. Scofield Company, Los Angeles CA 90040, (800) 222-4100, (213) 723-5258. It shall be applied per manufactures recommendations in accordance with Scofield s Tech-Data Bulletin A-104. The finish shall be as designated in the finish schedule. END OF SECTION PLANTING NOTES A. Refer to planting specifications and details for soil preparation, fertilization, mulching and other planting information. B. Notify the owner's authorized representative and the city inspector 48 hours prior to commencement of work to coordinate project inspection schedules. C. Verify all existing conditions, dimensions and elevations before proceeding with the work. Notify landscape architect immediately should field conditions vary from those shown on plan. D. Report discrepancies in the drawings or between the drawings and actual field conditions to the landscape architect. Corrected drawings or instruction shall be issued prior to the continuation of this work. Assume full responsibility for all necessary corrections due to failure lo report known discrepancies. E. Locale all existing utilities whether shown hereon or not and protect them from damage. Notify the owner's rnpresentative immediately and assume full responsibility for expense of repair or replacement in conjunction with damaged utilities. F. Location of N.I.C. construction elements such as lights, signs, vents, hydrants, transformers, etc. are approximate. Notify the landscape architect immediately should the location of these Items interiere with the proper execution of work. G. Obtain all soil for landscape planting areas or berms from on-site excavations. Should import soil be necessary, submit import soil testing results for approval prior to importation. Soil shall be sandy loam containing no toxic chemicals or elements which may inhibit or retard normal plant growth. H. After rough grades have been established in planting areas, have soil samples taken at the locations indicated by designation ~ Have samples tested by Soil and Plant Lab, (714) 282-8777, for soil fertility, take two samples at each location: (1) ground level to 1 Q" deep, (2) 24" to 36" deep. Each sample shall contain approximately 1 quart of soil to be labeled per location and depth. The results and recommendations of the soil testing laboratory shall be submitted to and approved by the City. The approved recommendations for amendments and backfill shall be incorporated into the landscape plans prior to the start of construction and shall become part of the approved plans. I. Kill and remove all existing weeds from site areas per specifications. J. Assure positive drainage in all planting areas. 2% minimum. K Locate and tag all plant material. Material shall be in conformance with planting plan descriptions and specifications. All plant material is subject to review and approval prior to installation. Provide photos of representative examples of each tagged block to landscape architect minimum 21 days before anticipated delivery. Photos shall include a person for scale purposes. Landscape architect may opt to review material at growing nursery. I1.~aterial delivered to the site may be rejected based on unhealthy appearance or non-conformance with specifications even if previously reviewed by lhe la11dscape architect or the owner. L. All trees within a species shall have matching form. M. Final location of all plant materials shall be subject to the approval of the owner's authorized representative. N. Planting quantities are given for convenience only. Plant symbols and specified spacing shall take precedence. O. At edges of planting areas, the center line of the last row of shrubs and/or ground cover shall be located no farther from the edge than one-half the specified on center spacing. P. Install ground cover and/or shrub masses with triangular spacing unless otherwise indicated, Q. All curve to curve and curve to tangent lines shall be neat, trim, smooth and uniform. R. Remove all nursery stakes and espalier racks immediately after installation upon providing support per plan. S. During the length of the guarantee period, be responsible for proper staking and/or guying of trees to ensure stability. T. Mulch all landscape areas (excluding turf) having less than a 3:1 slope with a 3" deep layer of medium grind bark mulch, per spscifications, at the conclusion of planting operations. U, Contractor shall replace any existing plant material which is damaged by construction operations. Replacement plant material must be of matching species, installed from the following minimum size: 15-gallon tree, 1-gallon shrub, flatted groundcover and sodded turf. V. Contractor shall contact the landscape architect prior to beginning landscape work so that the landscape architect can review the project utility locations and revise plans accordingly at fully screen all utilities from view. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 9261 B Tel 949 387 1323 www.ridgela.com L.A. EXP. REVIEWED BY: INSPECTOR 5/22/95 DATE CONCRETE SPECS & PLANTING NOTES 5928 PASCAL COURT CARLSBAD, CALIFORNIA 92008 PLANNING DATE OWN BY_~L~A __ DATE BY DESCRIPTION APP'D RS ~=--t-=:=~~------....::.:=::::...:='---------'-.:..::...:....=.-1 CHKI> BY---- DATE REVISIONS FIELD BY PAOJl!CT NO. PRE 95-05 DRAWINCi NO. 342-5L