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DWG 328-7M; PE 2.92.13; PALOMAR PLACE; 01-07
GENERAL NOTES RECL\JMED WATER NOTES; I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH TIJE CARLlJBAD MUNICIPAL WATER DISTRICT'S "CARUJBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS,• DA TEO JUNE, 1991. 2. ALL PUBUC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC. SHAU.. BE PROTECTED FROM SPRAY BY RECl.AJMEJJ WATER. 3. NO PONDING, RUN-OFF OR OVERSPRA Y IS PERMITTED. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPB MAIBRJAUJ WILL BB ALLOWED WITHOUT PRIOR APPROVAL OF TIIE CITY OF CARUJBAP MUNICIPAL WATER DISTRlCT. 7. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARUJBAD MUNICIPAL WATBR DISTRICT'S RULBS AND REGULATIONS. •8. THI! IRRIGATION SYSTBMS SHALL RUN BETWEEN TilE HOURS OF 10;00 P.M. AND 6:00 A,M, TIii! FOLLOWING MORNJNG (SPOT IRRIGAf!ION COULD BE DONE AT A DIFFERENT TIME WITil QUALIFIED SUPERVISION PERSONNEL ON SITE). 9. PROYIDB A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETilER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, TIIROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM; OPERATION IS STRICTLY PROHIBITEO. 11. CONTRACTOR SHALL AD/UST HEADS TO PREVENT OVERSPRAYING ON ALL SIDEWALXS, STREETS AND PRIVATE LOTS. 12. QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARL'JBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BB SIZED BY THI! CITY OP CARLSBAD MUNICIPAL WATER DJSTRJCT. 14. All.. IRRIGATION PIPB SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID WlTil WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATBR DISTRICT'S RULES AND REGULATIONS. 15. ALI.POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH TilE STENCILlNG ORIENTED TOWARD THE TOP OP TilE TRENCH. 16. WHEN A POTABLB WATBR UNE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITIIIN A PROTECTIVE SLEEVE. THE SLBEVE SHALL EXTEND 10 FEEi" FROM EACH SIDE, FROM THE CENTER LINE OP POTABLE LINE, FOR A TOTAL OF 20 FEEi". 17, A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE TilE RECLAIMED LINE. 18. A MINIMUM OF 12 INCHES OP VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. •19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS· COllNECTION TEST AND COVERAGE TEST AS DIRBCTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES PRIOR TO ANY USE OP RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING; A. QUICK COUPLING VALVES SHALL BE I INCH NOMINAL SIZB NELSON #764$, WITH BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE OP 150 P,S.I. OR RAINBIRD l44NP, B. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY WlTil AN ACME THREAD FOR OPEN1NG AND CLOSING THE VALVE. C. ;rnE COVER SHALL BE PERMANENTLY ATTACHED TO TIIE QUICK COUPLING VALVE. IT SHALL BB PURPLE RUBBER OR VINYL. D. LOCKING COVERS .ARE REQUIRIID. 21. AN ANNUAL CROSS-CONNECTION INSPBCTION WILL BE DONB BY EITHER CARL'JBAD MUN!CJPAL WATBR DISTRJCT OR SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES. COPIES OF INSPECTION REPORTS WILL BB FORWARDED TO THE NON-INSPECTING PARTY. 0 22. DEVELOPER SHALL SHOW TIIE LOCATION OF R.C. SIGNS "DO NOT DRJNK' ON THESE PLANS. •2J, AN ON-SITE USER/SUPERVISOR SHAU.. BB DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH TIIE BASIC CONCEPTS OF BACKFLOWICROSS-CONNECTION PROTECTION AND THE SPECIFIC REQUIRBMENTS OF A RECLAIMED WATBR SYSTBM. COPIES OF THE DESIGNATION WITII CONTACT PHONB NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF HEALTII SERVICES AND CARLSBAD MUNICIPAL WATER DISTIUCT, IN CASI! OF EMERGENCY CONTACT: NAME: SOUTHWEST FOODS Ill>" TEL. NO.: (714) 756-9001 MR DOUG PARSEN OR AFTER HOURS CONTACT: NAME; RUSSELL W. GROSSE DEVELOPMENT CO. TEL. NO,: (619) 438-3141 MR BILL GROSSE • ITBMS NO. 8, 19 AND 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22, THE SIGNAGE PLAN, SHAU.. BE A PART OF Tl{E J.P. BUT THE ACfUAL SIGNS AND TAGS WILL BB INSTAILED /UST PRJOR TO ACfUAL USB OF RECLAIMED WATER_ 24. SHOW ALL PUBLIC AND PRIVATE POTABLE WATBR MAINS ON IMPROVEMENT PLANS. SIGNACJE NOUS THE FOLLOWING GUIDBL!NES FOR THE USE OP RECLAIMED WATBR ARE TO BE PERMANENTLY POSTED INSIDE TilE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR; PURPLE BACKGROUND WITil BLACK LETTERING. 1. GlDDEf INF_..5 FOR RECLAIMED WATER JJSB I. IRRIGATE BETWEEN nrn HOURS 01' 10;00 P.M. AND 6;00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIMI! BB LEFT UNATJ"ENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2, IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING AND PONDING. THI! APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE 01' TilE 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., EMl'LOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION), J. ADJUST SPRAY HEADS TO ELIMINATEOVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER; FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAil.URE, BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. ,. EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONTINUOUS lJASfd, OF THE PRBSENCE OF RECLAIMED WATER AND THE FACT THAT IT IS NOT APPROVED FOR DRINKING PURPOSES, GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN TIIE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS, IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLB 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 DISTRJCT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7, ALL RECLAIMED 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 RECLAIMED WATER • DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVJSO AGUA IMPtJRA r NO TOMAR'" ON THE OTHER SIDE. IMPRINTING" SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B, ONE TAO SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: I. ATTACH TO VALVE STEM DIRECTLYOR WITH PLASTIC TIil· WRAPQ& 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE- WRAP Q& 3. ATIACHTO VALVECOVER WITH EXISTING VALVE COVER BOLT. 8, ALL SPRJNKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED BQUIPMBNT SHAl.l.. BE IDENTIFIED WITII A SIGN BEARING TIii! WORDS "BECI,AIMfQ WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITII BLACK LETIERS I" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. NOTE; CONTRACTOR SHALL BE RESPONSIBLB FOR, AND FOLLOW ALL CURRENT C.M.W.D. RULES REGULATIONS AND CONSTRUCTION SPECIFICATIONS. C.M.W .D. SPECIFICATION HAVE PRECEDENCE OVER ARCHITECTS SPECIFICATIONS. THE CONTRACTOft MUST NOTIFY THE CITY LANDSCAPE PLAN CHECK CONSULTANT (619) 438-1161 EXT.4221, 72 HOURS (THREE WORKING DAYS) PRIOR TO STARTING CONSTRUCTION. ~ 1>,1--1--) (Future) RECLAIMED WATER SYSTEM (PRIVATE) SHEET TITLE TITLE SHEET IRRIG. LEGEND & NOTES IRRIGATION PLANS IRRIGATION DETAILS SHEET NUMBER • 2 3 CLAIM JUMPER RESTAURANT .,,......-~ . ,,....,..,,.....,.., ......... --• . ••• , " ¥ ····-----~ .,.. ■■~■■■■I ■■••■•··· .. , ... .. -- SHEET NUMBER I 2 3 4 ~ 6 7 INSPECTION PROCEDURES -- SHEET JITLE TITLE SHEET PALOMAR PLACE -CARLSBAD, CA. IRRIGATION PLAN, LEGEND IRRIGATION DETAILS, NOTES PLANTING PLAN, LEGEND PLANTING DETAILS, NOTES CONSTRUCTION SPECIFICATIONS CON!.TRUCTION SPECIFICATIONS 1. CITY CONSTRUCTION INSPECJJON SHAI I. INCi JIPE· A. LOCATION OF PIPE LINES B. TRENCH DEPTH C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS "® j 'D' cY • • • "'(,., "" , °""-& • . ---. , uJ • 1/) • ,::, • a: uJ !.i ~ .. <) a: 7 RE$YAUR.-..'1J - .. \ _ ........ t-· ------1 ! ---·---' ., \U -G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION) LEGEND: AN APPROVAL LE"ITER REGARDING THE INSPECTION OF THE PROIECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THI! COUNTY HBALTH DBPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE· 3. A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON TIIE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER, B. WARNING SIGNS AND LABELS C. QUICK COUPLING VALVES D. All.. ASPECTS OF THE IRRIGATION CONDmONS INCLUDING WINDBLOWN SPRAY, RUN-OFF AND PONDING E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS F. REQUIRED PROTECTION RESERVOIRS, ETC, G. CROSS-CONNECTION ANNUAL INSPECTION SHALL INCLUDE: OF WELL'l, STREAMS, A COMPLETE INSPECTION WHICH SHOULD COVER PART "A" AND PART "B" OF THE DISTIUCT FINAL INSPECTION. DECLARATION OF RESPONSIBLE CHARGE: oooowoooooo -----~---.... .,c,••·· r~: -_-. .::: ___ : -~ ~ 1---------it.l'.••••fe I D LIMIT hf' RC WATER USE EX1$TIN() POTABLE WATER SYSTEM EXISTING RECLAIMEO WATER SYSTEM PROPOSEO Rf:CLAlMEO IRRIOATION SYSTEM AREA OF RECLAIMED WATER USE LOCATION OF CONNECTION POINTIS • METER & BACKFLOW PREVENTION PARCEL "B" "OONOT OHINK"51<"i'J LO".ATIONS 0000000000000 \,J 00000000000000 W 000000000000000000 IJ 00°0000000 AVENIDA ENCINAS --p.c,..,-----------p..t,.,,--- --PURPLE LOGO ·r r WHITEBACKQROUNQ r-1• PURPLE LETTERS 38" / N.T.S. 'r ---PROJECT SITE . WARNING RECLAIMED WATER DO NOT DRINK RECLAIMED WATER AVISO•AGUAIMPURA [ NOTOMAR (SIZE} 12"' X 36" \ -- WARNING RECLAJMED WATER · DONOTDAINK AVISO • AGUA IMPUAA NOTOMAA . 10• X 18"" SIZE I I HEREBY DECLAR.E THAT l AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF TIIE BUSINESS AND Pll.Ol'llSSlONS CODE, AND THAT THE DESIGN IS CONS IS TANT WITH CURRENT STANDARDS. .060 ABS PI.ASTIC OR STICK-ON VINYL SlGNS "'-SO .. 016 ALUMINUM 1 • PURPLE LETTERS 2• PURPLE LETTERS TYPICAL SIGNS .016ALUMINUI.I, .06QABS l'lASTIC OR STICK-ON VINYl Sl~S. VICINITY MAF DEVELOPERS · NAME: SOUTHWEST FOODS, INC, AOORESS: ,',-,,(1:,, TI<£ ~~e,r,,e:,l.49. I UNDERSTAND THAT THE CHECK OF PROIECT DRAWING~ AND SPECIFICATIONS BY THE CITY OF CARl..sBArl"iS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS TIIE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILmES FOR THE PROJECT DESIGN. 16721 MILLIK-EN AVENUE IRVJNE, CA 92714. TELEPHONE(714) 756-9001" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 0 AS BUILT" ~~ "i,la,.J<1/r ~, ' DATE PLAN PREPARED: l:7.c,,:70, ~-Jeb%m« '.' '1/ftA TITLE Z)J;ZeutJJZ,.., ~ DATE THESE PLANS IIAVE BEEN PREPARED IN SUIJSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT, WATER CONSBRVATION PLAN, FIRE PROTECTION PLAN, AND All CONOmONS OP APPROVAL RELATED TO LANDSCAPING. INSPECTOR ' ~ZZ§fff.~~-----1 DATE . CARLSBAD MUNICIPAL WATER DISTRICT &i: Co-ttfr; B~~~ ~------.---------------l---i-----t-------------t----t--J·----t- w ~--~---l-------------------1----+---.+-------l--~ Tte> I CITY OF CARLSBAD PLANNING DEPARTMENT PRIVA'l'': (ONSITE) RECLAIMED WATER SYSTEM FOR: PE 2.12.13 CLAIM JUMPER REST/'.URANT {/jr?_/91--L;:.:,-=~-~L~O~ PLACE CARLSBAD CA. BOB COATES. OlSTRICT ENGINEER l'ATE APP VE.D · I · J.... ll { r r""Atel/-7 i j ,ia,r, 'JA"-! • 2 ~I -4 ?. ..:.R;;;.c:;·::E·~1.:.99:;2;.:5 ______________ ,1----i---i-----,--------------1----t---t----t--------i I A-s.s-?:""'s~TA=-=iF"'..-'--'f'-L-'--~-~--=~-IN_G,_i_D'--1R_E_c_T_□_R ___ .:...• · -• · DA TE SAN DIEGO~C N1Y i.J~ALTH DEPARTMENT ~ .._-----. I (-j O _ q,, OWN BY: PROJECT NO. DRAWING NO •. ~ ..-1 ~ I <... DA 1E INITIAL DAT: INITIAL DA TE: INITIAL CHKD BY; --\'fc'7'-- J\PPROVl:0 BY: ~ DATE ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV',,ID BY• C.UP. 92-1 328•7M EXP. DAiE: 12·3 Hil2 / I I,-, ·}· ·\ , ,.-··,, ,. i,/J, ,, C.M.W.D. 85-C64(R) ' i' ·,,-- 1 I I I I I lit' I I I I I 11,t" L® IL CONTRACTOR SHALL TIE A 2" MAIN LINE INTO 'IM." = /8 13 CONlIDLLER 'A' LOCATION. GRISWOLD 'PRO-ST Ar ---. ____ --I PRST-12 ELECTRIC WALL MOUNT CONTROLLER, (MOUNTED ON WALL)-SEE DETAIL "F_ CONTRACTOR SHALL COORDINATE THE 120 VAC POWER SUPPLY TO THIS LOCATION AND MAKE THE FINAL HOOK-UP. FINAL LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT_ CONTRACTOR SHALL INSTALL THE MOISTURE SENSING PR08ES PER GRISWOlDS STANDARDS. .,.QI..J.llllii,1,1,Q,~--- PRO-STAT MOISTURE SENSOR GROUPING CHART SENSOR GROUP 'A' AREA CONTROLLER STATION I 1 SHRUB SPRAY A-11 A-12 2 SHRUB SPRAY A-7 A-8 A-9 A-10 3 SHRUB SPRAY A-5 A-6 4 SHRUB SPRAY A,1 A-2 A-3 A·4 TIMING CHARi CONT. 'A' I MIN. DAV I DAYS OP, 1 10 5 2 10 5 3 9 5 4 9 5 5 g 5 6 9 5 7 • 5 • 9 5 9 7 5 10 0 5 11 10 5 12 • 5 TOTAL HRS. i:PER DAY 5 DAY WK P,tE'ISIJRE CALCVl,.ATION FOft: CON"1'l'Ol1-DI ·.1.·- VIIJ..VE r.a.-i11 a 20 OPM ~WA1'91~· -' a.EvA TlON AT EXISTt..o BALL VH... Vf!. 5e.~o HU-EST HEN) ELE{A Tl:.'::':N '1.00 BAU. V~V! (21 O.SO MAINUNE PIPE ~ 0.1~ lATEf'Al. LM. PIPE 1.00 e...ECTflC ,=ie.«)TEta-lT'RO.. \/N..Vf. S.OD ~ ~ AT SPRNQ.ER -:Z5.00 llrl." 1/tl. ~ ,111.· II 14 RESTAURANT 1111" WISC LOGS (20% oF TOlAL F1PNl LOS$ o.n ELEVA TlCH (lOSS,OAIN) 0.01 EXISTING 21/2"BAUYALVEHE SHALL VERIFY ~• ."' EXACT SIZE AND LOCA TlON OF THE EXISTING _ .. __ ' -+ y ;i,4. -- ' 111 /I,'{_" Ill/_" ///fl 1111." -1 1w I I 111..'' : L I Ill 1/ll.. I 1- / ilk/' MISC. LOSS j 10% OF TOTAL Fff.SSURI! f:EO.JIAEO, 3,37 lOTAL PRESSURE. REQUIRED F-OR oPtflAllON ·' BALL VALVE IN THE FIELD, PRIOR TO THE START ,.; ---• · /" OFWORK HESHALLRUNTHEZ-MAINLINETO 111 ,w /j 1/'1.~0_, l'4" ,,,_. l MSl THE 1 1,2• PRESSURE REGULATING VALVE. THIS 'I /7 Ii••• () I' -~ --_ EXGTN3 WATER PRES,SJ.,REAl 8.6.1..1. V/IJ..VE ,..,_n-r·· RES/OU"1._-,,.. .. PRSSSlFIE FCG(.l.A~SETal3 .. SYSTEM HAS SEEN DESIGNED FOR 23 GPM MAX -, 11 . /,/f" " .~ AT 40 PSI MIN. I ~ / cf' ,~ PRESSURE ON THE SITE. PRIOR TO THE ST ART OF /t,t_• \l /(p 1.1- •. LEGEND SYMBOi. MANtJFACllJRER MODELNO.IDESCRIPTION GPM PSI f'flEC. DETAIL y ,----------------,v REFFcR TO 1-EATHER HARDIE HARWOOD PALOMAR PLACE SITE IRRIGATION PLAN, 0 9 SHEET #2 FOR LOCATIONS OF REDUCE PRESSURE .-1. BACKFLOW PREVENTER AND WATER METER 'OR 'V THE ENTIRE SITE WATER DISTRIBUTION. POTABLE WATER SUPPLY SHALL BE UTILIZE[ .. OR THE IRRIGATION SYSTEM AS DESIGNED UNTIL THE RECLAIMED WATER SYSTEM IS ACTIVATED. POTABLE WATER SYSTEM EQUPMENT SHALL BE ELIMINATED FROM THE SYSTEM REFER TO HEATHRER HARDIE HARWOOD IRRIGArlON PLAN. SHEET #2 FOR ADDITIONAl . FUTURE TURIIOVER PROCEDURES () M ® 1-J.JNTER HUNTER I-IIJNTER I-IIJNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER RAIN BIRD NIBCO GRISWOUD WILKINS AlERTLINE AlERTLINE M'PROVED APPROVED wcs PS·00-1 0·V·RW SHRUB SPRAY 0.40 25 8 2. 78 PS-00-10-V-RW SHRUB SPRAY 0,80 25 8 2. 78 PS-00-12-V-RW SHRUB SPRAY 0.80 25 10 2.89 PS-00-12-V-RW SHRUB SPRAY 1.30 25 10 2.89 PS·00-15-V-RW SHRUB SPRAY 0.90 25 12 2.47 PS-00-15-V-RW SHRUB SPRAY 1.60 25 12 2.47 PX-12-10-V-RW SHRUB POP-UP 0.40 25 8 2.78 PX-12-10-V-RW SHRUB POP-UP 0.60 25 8 2.78 PX-12-10-V-RW SHRU8 POP-UP 0,80 25 8 2.78 PX-12·10-V-RW SHRU8 POP-UP 1.60 25 8 2.78 PX-12-12-V·RW SHRU8 POP-UP 0.80 25 10 2.89 PX-12-12-V-RW SHRUB POP-UP 0.90 25 10 2.89 PX-12•12-V-RW SHRU8 POP-UP 1.30 25 10 2.89 PX-12-15-V-RW SHRU8 POP-UP 0.90 25 12 2.47 PX-12-15-V-RW SHRU8 POP-UP 1.10 25 12 2.47 PX-12,15-V-RW SHRUB POP-UP 1.60 25 12 2A7 EFB.CP-PRS SERIES ELECTRIC REMOTE CGr<ITOL VALVE. SEE PLAN FOR SIZE. MODEL #7645 QUICK COUPLING VALVE W/ LOCKING GREEN VINYL COVER, MODEL #T-580 LINE SIZE BALL VALVE W/ BRONZE HAND• WHEEL MODEL #T-062697. • t PRO-STAT WALL MOUNT CON1ROLlER. MODEL# PRST-12 INST ALL INSIDE SERVICE AREA SEE NOTE ON PLAN_ 1 1/2' 500 SERIES, PRESSURE REGULATING VALVE_ LATERAL LINE, 1/2" SCH 40 PVC PIPE, 3/4" AND LARG~R CL 200 PVC PIPE. SIZE AS NOTED. MAIN LINE. 1 1 /2" OR SMALLER, SCH 40 PVC PIPE, 2· AND LARGER, CL315 PVC PIPE. SIZE AS NOTED. SLEEVE, SCH 40 PVC PIPE 4" MIN. INSTALL f8' BELOW FINISHED GRADE. EXTEND 6" PAST EDGE OF HARDSCAPE. CONDUIT, SCH 80 PVC PIPE 2" MIN. INSTALL 36" BELOW FINISHED GRADE. EXTEND 6" PAST EOGE OF HAROSCAPE. RAIN GUARD AUTOMATIC RA"1 SHUT Off W/ VANDAL RESISTANT ENCLOSURE. MODEL # WCS- INSTALL PEA MAM'. AECOMMENDAflONS 'A' 'A' 'A" 'A' 'A' 'A' 'B' 'B' 'B' 'B' 'B' 'B· "B' ·B· 'B' "B" ·c· 'D' 'E' 'F' 'G' 'H' 'H' • I' 'I' 'F' THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. CONTRACTORSHALLVERIFYAVAILABLEWATER ~ ·/,/' i. \(() ~ INSTALLATION, SHOULDTHESTATICPRESSUREBE li::--110_, : 1" \11" 1111." -LESS THEN THE STATED PRESSURE NEEDED. THE ~ f , I t-_J---t--------CONTRACTOR SHALL IMMEDIATELY NOTIFY THE "(< ;::_ , ~ r LANDSCAPE ARCHITECT. " , --.__ , CONTRACTOR SHALL ADJUST THE SPRAY PATTERNS ON ALL IRRIGATION HEADS TO INSURE ABSOLUTELY NO PONDING, RUN-OFF, OR OVER SPRAY ON TO ADJACENT HARDSCAPE, AND PRIVATE PROPERTY. HE SHALL ADJUST THE SPRAY PATTERN BY USING THE IRRI• GATION HEADS ADJUSTING HEX SCREW. IJl----------------a it I 1 ;::~~~~~ 76.01 PSI !~~ ~ / Ull' llt1" II>!." ---LJ 1 . ~ MAXIMUM DEMAND 23 GPM 11 !Jrt." AVE~ DEMAND 1 6 GPM I>!" M.• ·0. ' '-'-/. I ~ M' ____ M___ ' .✓,W Af'IEASERVED .18 AC .------CONTRJlLER STATION NU""8EA _____ _,/T\f--:-➔~=---GALI.ONS PER MNUTE '\3-----VALVESIZE CONTRACTOR SHALL INSTALL ALL IRRIGATION HEADS 6" FROM THE BACK OF WALKS. ' ~ 1,t' JII" ' , . /,pf/ Ill/." @ 111/." ~:'ct!AT~~~;E. 1.17 AC.FT/YR {",; ~-j • -~ /~,, ---"'~~ ---------~--,-/IA.' ~ II/." ' '0.,~,t• ~• /,~· ~-""'-1-----.f-------.. OFWATER.PERWEEK -p_. __ c_ __ ,___,. ____ ....._ ~ "------. ___.-5:r--~u,::-::::::::~"'-~--<:>----,=-D' ----==CC<ti0. " .✓, ~ ►---------------·----.:, ~ ~ "' /1/J" '· /. • ,, ¾,' n,.,-,.,,-ht1•• .. /" )_ ~-~ ~ I" ,,//~:/~~~::~--"~"-~-=~~:-~ 111" u~• ·~ .,,-,,,.,M~:;;;•,t: ~ 1 //~~·~,~~ ·'!" \ ~PRO-STAT MOISTURE SENSOR LOCATIONS AS SHOWN ON PLANS 1770-UPPER CASE NUMBER DENOTES-SCHEDULE. ~ LOWER CASE LETTER DENOTES CONTROLLER. WATERING SCHEDULES AND CONTROLLER PROGRAMING SHALLPROHIBIT EXCESSIVE RUN-OFF. ALL WATERING SHALL BE DONE IN SHORT REPEATED INCREMENTS, ALLOWING THE IRRIGATION TO ABSORB INTO THE SOIL. ALL WATERING CYCLES SHALL BE REPEATED UNTIL THE APPROPRIATE AMOUNT OF WATER HAS BEEN APPLIED. ARTFACTS fl'( OWNER -TYP. ~---/ ,• \ ~~ // ,-·" ~ ---....,_, "J--.c,,,..--.,_A ,_,.,,. / ,o/ '\::\, > .. ,.. ti!!.. 11 \,___ llt4-" ,11 -;;.:::;...~~'-~===='""'=::3;=i~ 't /" --. 1IJll '"'--...._ r"'"'--~-~, ---~;..---------·~---- }. J ~--....._,... ,r =--~¥,·-/'/'--o,. '~ i 1 ~w:::~"1-1r~"F=:;;::::,,:~~~~~~~~~~..=.,..E~~~t'.,,C..,..=~~~= ... i.:,-:_:,-_lt4~:':: •• :!:~::1_,1-=-t·f_='-_-"_=_=_=_ """-_'-'_ "'f.;.-c-_ "";."",:_""_'=::. :;:_~ --,--[ 1.. 0-v,.~ \ U,t" 1/.." J" I /IW I/_' 'l." ARTFA<f 1 S BV Jr.ER -TYP.-----t-----; .----------ii------; ,.r· ~T u,i_• )<_ /Jl '-o., 11:.d " >, ROCK eOULDERS TYP. -----~4 __ ___J 8 1.3 ARTIFACTS BV OWNER -TYP.---~ 11 1__0 1/8"=1'-0'" D' M." ----- ,.• ~ '(<o,J-1---ROCK BOULDERS • TYP. APPROVED APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. t---+---t-----------------+--+--+----t-----f w DA IT INITIAL DATE INITIAL DA TI' INITIAL ENGINEER OF WORK RFIIISION DESCRIPTION OTHER APPROVAL CITY APPROVAL BUILT" REVIE\IED BY, L. ~.=L, INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT RIGATION PLAN DATE f;"-/f--95 DATE I SH7TS I PROJECT NO. c.u.P_ 92-1 DRAWING NO. ' 328,.711 C.M. W .D. 85-C64(R) ········-·. :. :, :. :·:t+------1.B r--t ......... ········ ......... .... -. -. ········· ···•·-·· ... ' ..... ........ ' ... -... . .. --.... . ......... ' .... ' .. ........ ' . -..... . ....... ' . ......... ..... ' . -. . . . . . . . . ......... + •••• ' •• ......... ........ ' .. ' ..... . . . . . . . . ......... • • + ••••• ········· . . . . . . . . ········· ........ ••• -••• + ' ......... ........ ......... ... -... -. ····· ....... _ 9 . . • ' ' I SHRUB SPRAY . . . 5 . . . . . , , , SHRUB POP~UP NOTE: VALVE BOX LID SHALL BE BRANDED TO IDl;NTIFY V.-.LVli. , . 2. 3. 4. ~- 6. 7 • ·- 9. 11 10 5 SHRUB SPRAY NOZZLE UVR-PVC SCH. SO RISER 2 -PVC SCH. 40 ELLS (T X TI & PVC SCH. 80 THREADl'D NIPPLE PVC $CH. eo NIPPLE (e" MINIMUM LENGTH) PVC SCH. 40 STREET ELL PVC LATERAL LINE EXISTING BUILDING 12" MINIMUM CLEARANCE 6" MINIMUM HIGH FINISH GRADE SEE TRENCHING DETAIL 3. 2 • PVC SCH. 40 ELLS (T X T} & PVC SCH. 80 THREADED NIPPLE 4. PVC SCH. 80 NIPPLE 5_ 6. 7. 8. 9. 10. ,,. (8" MINIMUM LENGTH) PVC LATERAL LINE PVC SCH. 40 STREET ELL CURB, WALK, OR FOUNDATION FINISH GRAPE 6" MINIMUM CLEARANCE SEE TRENCHING DETAIL 112" ABOVE FINISH GRAPE 1. CONTROL VALVE 2:. PEN-TITE EPOXY WIRE CONNECTOR 3. PVC MALE ADA.PTOFI (2 REQUIRED) 4. PVC SCH. aa TEE 5. PVC. SCH, SO NIPPLE s_ PVC MAINLINE 7. 1• PEA GRAVEL, 12" DEEP I_ REC"T ANGUI..AR PLASTIC VALVE BOX Wl'TH LOCl(ING CO'IEA. BRAND 'RCV' &. STATION NUMBER ON COVER. t. f"INISH GRADE 1 O. 2" ABOVE GFU,DE I~ SHAUB/ G.C. 11. PVC LATERAL LINE 12. 51:£ lRENCHING 01:TAtL 1 S. PVC LATERAL-ANGLE TO SPl;CWll;O DEPTH WI -.s ELBOWS 14. 2""X4"X12" REDWOOD BLOCKS. -4 BLOCKS MIN. REQIJIRED. Hi. :t ("'WO) 1~ E)(PANSION COIU ELECTRIC CONTROl: -VALVE 3 10 1. QUICK COUPLING VALVE 2. 10" ROUND VALVE BOX BRANO 'O.C.' ON COVER FINISH GRAPE ONE CUBIC FOOT MIN. 314" CRUSHEO ROCK 5. PVC SCH. 80 RISER 6. 2-PVC SCH.40 ELLS (T X TI & PVC SCH, 80 THREADED NIPPLE 7. PVC SCH. 80 NIPPLE B. PVC SCH 40 TEE 9. PVC SCH. 40 STREET ELL 1 0. PVC MAINLINE 11. 2" IN SHRUB I G.C., FLUSH IN LAWN 12. SEE TRENCHING DETAIL 1J. 2 {TWO) 'FAST LOCK" GALV, BANDS QUICK COUPLER 1. •- 7. 8. 9, NOTE: BALL VALVE PVC MALE ADAPTOR (2 required) UNION ROUND PLASTIC VALVJ; BOX WI LOCKING COVER . BRAND 'BV' ON COVJ;R, PVC MAINLINE-ANGLE TO SPECIFIED DEPTH WI 45• ELBOW 2" MIN. CLEARANCE 4" MIN, CLEARANCE ONE CUBIC FOOT MIN. 314" CRUSHED ROCK 12" MINIMUM PLACE BOX ON TOP OF CRUSHED-ROCK BED PRIOR TO BACKFILLING. 10. FINISH GRADE 11. 2" IN SHRUB / G.C. 12. BRONZE HANDWHEEL MODEL # T-062697 BALL VALVE 1. 2. ,. 4. '· 6. 1. .. .. .. .. . ........ ,. -..... D WALL OF BUILDING FINISH GRADE FINISH FLOOR; (F,f') 7 .,,,---RAIN GUARD VANDAL RESISTANT ENCLOSURE - WALL MOUNT --4,PVC CONDUIT TO CONTROLLER FROMI VIEW .......... -~ .... ,.. ... .......... ~ ........ ............ I-r --------------, 0 4 .................. , .. ............... ~ .._,._ ......... · .. -.. -...... -~ .. .... ~ .... ~ ..... . . ' ' ' , .. -.................. ' I..,,. .. ", . ........... ... . ......... .. 8. 3'" DIA. PVC SCH. 40 PIP~ 9. r MIN_ BETWEEN CABINE'rs HI. 3'" DIA. PVC SWEEP ELL. INSTALL ON CENTl!!:A UNI!! OF CONT, CABINET WALL MOUNT CONTAOLU;h 11. 2'" FROM BUILDING WALL EXTENC 4'" ABOVf: F.P. 1:2. EXTEND 1a· P.AST fOOTINO ALIGN 1'0PS OF CABINETS 13. SEE TRENCHING Dl:::''f'"AtL s·-o-MIN. FFIOM F.F. 14. ADOrflONAL CONTitclLEFI CONTROLLER , , .. ... ,:,<--1--.................... ... ,. ... ,...,.,. .. ,. \ .... , ,,_, ......... ,.,. ,.,.. .. ,, "1 ..................... ?/;-/; .. -:; .... ~ ... {,'{,"{, ,.,. .. ,.,,,.,,. ... ,. ... ., ........ ..,,.._ .. .._,. ~ .. ..--,,.... ~ ............ (;.t; ... .:; .. .,_,.,,,, .. ~,. ... .,. ... ,., .._,.._.,,,..,. $',j,,~✓: . .. ,.. ... ,. .. ,. ...., .._, ......... : ... :; ... ; ... -:-; .. G H • 1. PRESSURE REGULATING VALVE ✓ .. .._..: ..... .: .. ..,.:-:(,;, ,.-."...,-.. PVC MAINLINE FROM ,, , .. ,.,:,.,:,,:.-,:, 2. BACKFLOW .. ......... ,. ... , ... ,. ... ,.. .. ,. ... ,, , ... , ............. .._ .. , PREVENTER ..._, ..._, ,. ... ,. .. ,. ... .,. ... .,, ,.,.,. . .. ................ ., ............ --.. ':( .. {.-{.-{) ,, , ......,., ... ....., .,, ... ,. .. ,. ........... , ... ,, ;--~,-..;---..;,-:, ... ~ 3. PVC MAINLINE TO IRRIGATION ,, , .._, ...... ............................ SYSTEM .:,..: ...,.,:,,: .. ,:,:1, 0 ., 1 .,./.:1",::1',: .. {? ,, . _.: .. $ ,. ... ,. ... ,. ........ ., .. ... ................... , ,, , ,.-..,. ... ,. ... ., ... ,. ... ., 4. 10· ROUND PLASTIC VALVE BOX --:--.=~-~--~--..:, ... ~..-.;,';· .,,. ... ......, .. ~, ... \"\'':. WITH LOCKING COVER >~ ........................... ,, , ;..<; ... <; ... f ... f .. • , .. ..._, ,, , ,.._,..,.,..._ .. .._,. 5. 1 cu. FT. PEA GRAVEL ............... ,. ... ,. .. ,. ... ,.. ... ,,.~ 6. FINISH GRADE PRESSURE REDUCING VALVE NOTES: 1. MAINLINE 2. LATERAL LINE 3. CONTROL WIRES 4, 18" MIN. FOR 3" & SMALLER MAINLINE, 5, 12" MINIMUM 8. 6" MINIMUM 7. 2" MINIMUM 8, FINISH GRADE 9. CLEAN NATIVE BACKFILL 1. All piastre piping to be snaked In trenches. 1 D. CLEAN BACKFILL 2. Bundle & tape wire• •1 1 O' Intervals. 11. REU_AIMED WATER TAPE 3. Tie a loose 20N loop In wires at change of dfrec11on gl'ea1er th•n 30•. Untie all loop:, after all connection:, have been 1t1ada, 4. Install all contrQI wire:, on the under:slde of the malnUn• plpa. 5. Lay wlrtts loosely to prevant ,:1:trl;!ltchlng. 6. See Irrigation specifications for backfill and compaction requirements:. TRENCHING (in planting area) 1. LATERAL LINE 2. MAIN LINE 3. SLEEVE, TWICE THE PIA. OF PIPE TO BE SLEEVED, 4• MIN. 4. CONTROL WIRES IN CONDUIT, 2" MIN. ·K 5. 18'" MINIMUM 6, 3" MINIMUM 7. 6" MINIMUM APPROVED STREIT SURFACE ---, POTABLE MAINLINE (SEE IMPROVEMENT DRAWINGSJ7 i,, • 3.SFEET · r 2· MINIMUM REQUIRED VEF/TICLE SEPARATION i RECLAIMED WATER IFiRIGATION MAINLINE NOTE: ALL RECLAIM/!OWA;f;R IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELf'=D AS SPECIFIED IN: "STANDARD SPECIF/CAT/CNS FOR PmVATT: IRRIGATION SYSTEMS" "CARLSBAD RECLAMATiON !fULES AND REGULATIONS FOR CCNSTRUCTICN OF RECLAIMED WATER MAINS. JUN!: 1991 POTABLE MAINLINE CROSSING ; ~--SIDEWALK !I .---METER BOX WIMETER CURB---, 24"--~ .... 12" MINIMUM J TO' MINIMUM TO POTABLE MAINLINE IN STi RECLAIMED WATEFl...JRRIGATTON MAINLINE WISLEEVE--' NOTE: VERT/CLE CLEARANCE OF 12" MINIMUM IS MANDATORY'f',11./EN Cf'IOSSING PATff OF A/'OTABLE WATe'I LJNE. INSTALLATION OF RECLAIMED WA7FR U:,RK3An::JN MAINLINE 24" FROM FACE OF SIDEWALK W7LL PROV/OE THE NECE{,SARY ro· HORIZONTAL CLEARANCE. FROM POTABLE MAINLINE IN THE STREET. POTABLE SERVICE LINE CROSSING GENERAL NOTES ALL MAINLINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAINLINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE C2Xl THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. ALL P1PE UNDER PAVN3 SHALL BE SLEEVED WITH PVC SCHEDULE 40 PIPE ANO $HALL BE iNS1 ALLED PRIOR TO PAVING. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE STE AT THE "'.""1E OF SAID REJECTION FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY OWNER'S AUTHOR I ZED REPRESENTATIVE. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTIO~ FROM THE ELECTRICAL SCURCE TO THE CONTROLLER. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS ANO VALVES FOil_ OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THl 0 SHALL INCLUDE REGULATING THE PRESSURE AT EACH VALVE TO OBTAIN THE OPTIMUM OPERA TING PRESSURE FOR EACH SYSTEM. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRIJCTURES AND U11LITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INST ALLATIC'I Of Pl PE SLEEVES ANO LATERALS THROUGH WALLS, UNC!:R ROADWAYS AND PAVING, ETC. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OF DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER"S AUTHORIZED REPRESENTATIVE IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. AU SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INS ,-ALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION ADV (ANTI-DRAIN VALVE) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPIC:0-L INSTALLATION O~LY, AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATKJN OF ADV UNITS, CONTRACTOR SHALL VERIFY WITH THE ON-SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24" OR l"KJRE BETWEEN THE HIGHEST HEAD ANO LOWEST HEAD ON A SYSTEM, THE ADV'S SHALL BE INSTALLED PER THE DETAIL. THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE TO BE AS STATED ON THE SYSTEM REQUIREMENTS. SHOULD THE STATIC PRESSURE EXCEED 20!! OF STATED PRESSURE, INSTALL A 'WILKINS' •600 SERIES PRESSURE REGULATING VALVE {IN A SEPARATE VALVE BOXJ DIRECTLY DOWN STREAM OF THE BACKFLOW PREVENTION DEVICE. SET THE REGULATING VALVE AT I 01! HIGHER THAN THE STATED SYSTEM REQUIREMENTS. SHOULD 1HE STATIC PRESSURE BE Le3S THAN THE STATED PRESSURE, NOTIFY THE ARCHIToCT IMMEDIATELY. ALL STATED GALLONAGE$ IN VALVE CALL-OUTS ARE ROUNDED UP TO NEAREST GALLON. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CON TRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START Of INSTALLATION. ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL B1, SOLID COPPER UF ~14 DIRECT BURIAL TYPE. USE BLACK INSULATED WIRE FOR CONTROL AND WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAIN LINE PIPING WHERE POSS IBLE. BUNDLE AND TAPE T" PI PE AT IO FOOT INTERVALS_ PROVIDE A MINIMUM Of 18" COVER OVER ALL PRESSURE MAINLINE Pl 0 c AND 12· MINIMUM COVER OVER ALL NON-PRESSURE LATERAL LINE. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN PVC SCH. 40 SLEEVE WITH 18" MINIMUM COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON PLANS AND INSTALLED PER DETAIL. ALL QUICK COUPLING VALVES ARE TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHENEVER POSSIBLE AND WITHIN 18" OF THE HARDSCAPE. ALL QUICK COUPLING VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN 8" DIAMETERPURPLEPLASTIC VALVE BOX. ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS ANO COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. INST ALL ALL SPRAY HEADS WITH NOZZLE Of THE AP PRO PR I ATE DEGREE OF RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE SPRAYING WATER ON BUILDINGS AND HARDSCAPES. ADJUST ALL VALVES FLOW CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BUILT" TITLE ________ _ REVIEl.'ED BY, DATE B, SAND ENGINEERING PLANCHECKER DATE INSPECTOR DATE NOTE, "I. IIIATIVE SOL BACKFILL FROM TRENCHNG 10. A!,PHALTIC CONCRETE PAVINQ/ HARDSCAPE Compac1 sand backfill In l11yars to 90" of adjacent soils. See lrrlgeillon spnclflcatlon9 for under paving backfill ,:nd compaction requirements. TRENCHING (under paving) DATE INITIAL ENGINEER OF WORK - DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE CITY APPROVAL IR-RIGATION DETAILS, NOTES // ~ " _AP--,PB;-f--,-,'l',1___,Y/j.'-'-'"{,#"'--'+--"'-,7.-'-__ /,(_½__:;_~:cc.--,l...' ;:__ __ //. Z 3/-fr_ ASSl'S'iANT PLANNING DIRECfoR DATE OWN BY: " CHKD BY: RVVD BY1 PROJECT NO. C.U.P. 92-1 DRAWING NO. 328•7M C.M. W .D. 85-C64(R) _) ' I ' -----i ' ARTFACTS BY OWtER -TYP. --~, ROCK BOlLDERS -TYP. -------.J • • . ' .. . . . . . . . '. . .. . -' . RESTAURANT 48" lllllllilll'l---\----,-----r:,-------r--/----.-------.----=~--::.;-·-=.:-===~?'--------r ,'!' ....... i I >--+--ROCK 80l.llpeRS-TYP.-+--' i ' l _ APPROVED PLANTING LEGEND Symbol Botanical Name 0ALNUS RHOMBIFOLIA 0 BETULA PENDULA r ----,_)EXISTING EUCALYPTUS 0 _,/ KOELREUTERIA BIPINNATA Common Mam,, WHITE ALDER WHITE BIRCH CHINESE FLAME TREE Size 36" BOX 24" BOX 24" BOX 48' BOX ~ LIQUIDAMBAR STYRACIFUIA O\::___) 'PALO ALTO' AMERICAN SWEET GUM 48' BOX 36" BOX )( PINUS HALEPENSIS L PYRUS CALLERYANA NERIUM OLEANDER "WHITE" -STANDARD Symbol Botanical Name ALEPPO PINE "ARISTOCRAT" OLEANDER CommonName © CISTUS HYBRIDUS WHITE ROCKROSE G), OIETES VEGETA FORTNIGHT LILY ~~~DESII -ASCALLONI~ APHIOLEPIS I. "W"7~NCHANTRESS" of'~ @ HEMEROCAWS HYBRIDS DAY LILY CD HEUCHERA SANGUINEA CORAL BELLS Q IMPATIENS WALLERANA IMPATIENS 0 UGUSTRUM JAPONICUM WAX LEAF PRIVET HEAVENLY BAMBOO ® NANOINA DOMESTICA © PITTOSPORUM TOBIRA "VARIEGATA" ~PHIOLEPIS INOICA 1 'BALLERINA" E.LAE.A 6/JU'::> fuJ&Q.{,s, 't<!Aa.JJ...A.."]p-'::>I~ @ TRACHELOSPERMUM JASMINOIDES STAR JASMINE @ XYLOSMA CONGESTUM 0 XYLOSMA CONGESTUM N OISTICTUS BUCCINATORIA ~111-../11'<-~11-1 SHINY XYLOSMA 'COMPACTA" RED TRUMPET VINE ~qi 48" BOX 24" BOX Slie 5 GAL 5 GAL 5 GAL 15 GAL. 5 GAL 1 GAL 1 GAL 1 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 1 GAL 15 GAL 5 GAL 15 GAL 24" BOX ~ HEDERA HELIX 'HAHNII' rn MYOPORUM PARVIFOUUM HAHN'S IVY CUTTINGS L.NlEAAU.SHRUIS PROSTRATE MYOPORUM 1 GAL ".PPRO VED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIE'w'ED BY• ./. .. s/7,u./4., Qty. 2 2 5 2 C8 4 IS 5 Qty. 61 59 6!@ 4 . ' 15 285 70 93 25 21 68 182 54 261 60 8 6 2 10· o_c_ ESPALIER ~~ TO CO,...u,& 8' 0.C. ao •· o_c_ ENGINEERING PLANCHECKER DATE INSPECTOR CITY OF CARLSBAD St!~ 7 PLANNING DEPARTMENT DA TE INITIAL DATE INITIAL UATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I I ~ zx.R::orr?A,L_L- -Fli--1~ (::Pl'-{£ ~It\= !:!i'/-~~ ~ ~Pe Gu-( ~IP-e f"E12-17Uzep.. ~"f., peP-~- ~Li MIX pep..~. U~De.D NA-fNE-<;D1L.. MULTI-TRUNK SPECIMEN 24" BOX & LARGER SPECIMEN TREE 36" BOX & LARGER = 0 _I () -cJ r9 t:!=:s~-H-r..___~~~~Tf;~ ft&tJ.p-e 6 ~- \. 1..j~~ ---pee·~~(~~ ..__,~~;i_tM-~ ~ f~ ,-fl ¥C?- ---~FlU-H~~~'. ur-......__ ut-¼-/6-J~ f..J",ivG SOI~. STANDARD FORM 15 GAL. OR 24" BOX CC\J::.~ '?1 Hi~ ~ ~]1Cl4 f?P'=dN. '¼lPtJe;, ~. ~t-l ~ r-e F,..0<$K Hin:+ fl~,~~. Flr+I':,!-+ ~ I Ii ll~- ~j ~~ f?f'fl L/:usp- .<;:L()c./_)(,;()().:; ~UIIII ~ p€=f-~~ llh-mfn-m· · ~h',,-,'f,-,.,.._nf_ ,;,.'./ '-wrttm+i--l'£ -r ~ =~ 1 ~LL-HK- I ~ ~. k ~l 1 11m1 ....__ur-1.,,•-N~. Lh-lco-tp-qro ~r.:v-. ,, r-Lt--n\..-£. "cO J...--. 1..-,... P.l-t.-L-/:V'-, SHRUB & VINE PLANTING ~DSC,ipe ~o~~~ ~ "' ;-.\ ~~: n ~~-1~ :' ,JI --<#-i -'11"£ OF C~l\\G + 1'-&!' f , l I 01-011 11-"211 \ I' -011 i . I ~ 1 ,1.r,} ~ ~!-&i,j,.!L -+--o/(3' ~1!£.0 eoq" ~lZJ i-.W-l..- /{.p {;;A. &,I.~ C4-h: .ATf>CH 7D ?,,/8"' ?Cl-T Wl::Cf2-~EP.-~ ~ op. ~Ws; ~ BlcNLY Ovfy-i,..J PE VINE ATTACHMENT PLANTING NOTES I. SEE SPECIFICATIONS FOR ITEMS NITT COVERED ON THESE PLANS . 2. COtn'RACTOR SHALL SUPPLY PLANT MATERIAL IN QUAN'TTTIES INDICATED IN THE INDIVIDUAL CALL-OITT"S ON THE PLANTING PLANS. THE QUANTITIES INDICA TEP IN TI-fE PLANT LIST MAY BE INCORRECT ANO SHALL NOT BE USED TO DETERMINE FINAL PLANT QUANTITIES. 3. ALL PLANT MA TERI AL IS TO IIE SUPPLIED IIY THE LANDSCAPE COtn'RACTOR. ... THE LANDSCAPE ARCHITECT SHALL RETAIN THE OPTION TO TAG BOXED TREE MATERIAL AT A WHOLESALE NURSERY OF ms/HER CHOICE AFTER. nrn BIO HAS BEEN AWARDED. 5. PLAl'ITS SHALL BE SUBJECT TO INSPECMON ANO APPROVAL OF THE LANDSCAPE ARCHITECT UPON DELIVERY TO THE SITE. 6. PLANT MATERIAL LOCATIONS ON THE PLANTING PLAN ARE APPROXYMATE ANO SHALL BE ADJUSTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. 7, ALL GROUND COVERS SHALL BE WELL-ESTABLISHED ROOTED PLANT MATERIAL IN FLATS OR POTS. 8. BUDS AND BLOOMS ON ALL PLANTS MUST BE PROTECTED AT ALL TIMES, INCLUDING TRANSPORTATION AND INSTALLATION. 9. STAKE ANO/OR GUY ALL TREES AS DIRECTED IN DETAILS HEREON. 10. TREES AND SHRUBS SHALL BE SHAPED ANO PRUNED DURING TIIB 60-PAY MAINTENANCE PERIOD AS DIRECTED BY THE LANDSCAPE ARCHITECT. I I. THE CONTRACTOR SHALL GUARANTEE SHRUBS. GROUND COVERS AND PERENNIALS FOR A PERIOD OF STX (6) MONTHS · ANO TREES FOR ONE (I) YEAR FROM DATE OF FINAL ACCEPTANCE. 12. ALL VINES SHALL BE REMOVED FR.OM STAKES AND ATTACHED TO WALLS, FENCES, COLUMNS, !ITC., AS DIRECTED BY THE LANDSCAPE ARCHITECT; VERlFY PRIOR TO INSTALLATION. 13. ALL VlNES WHOSE SYMBOLS ARE SHOWN INSIDE BUILDINGS ARE TO BE PLANTED IN ADJACENT PLANTING AREAS. SHRUB & GROUND COVER SPACING 14. ALL PLANTING AREAS SHALL RECEIVE BARK MULCH SPREAD EVENLY OVER. THE SURF ACE TO A DEPTH OF Tt-n:E INCfES. APPROVED FOR PLANTING II AS BUILT'' AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE APPROVED LOCATION OF PLANTING REVIEI.IED BY, AREAS. ENGINEERING PLANCHECKER DATE INSPECTOR DATE w CITY OF CARLSBAD I SH7TS I PLANNING DEPARTMENT . ' PLANTING DETAILS, NOTES // . Ii ,.. • j,' A~'JA!f !JY~ !I Zf f?· Ass-ISTAl)(r PLANNING mrRECT □R DATE DAT!: OWN BY: r PRO-JEGT NO. I DRAWING NO.I INITIAL DA TI:: INITIAL DATE INITIAL CHKD BY: -1 1':NGINl':ER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVI.ID BY• [&;: C.U.P. 92-1 I 328-7111 I I C.M. W .D. as~C64(R)' I. 1.01 SECTION 02260 -LANDSCAPE FINISH GRADING GENERAL A. WORK INCLUDED Furnish all labor, materials, equipment, appliances incidentals for the complete installation of all grading as shown on the drawings and as specified herein. and necessary Ia ndscape finish I. Preliminary Grading: Grades in all planting areas will he established to within + 1/IO foot by others prior to beginning of landscape construction. 2. Weeding; Before and during finish grading, all weeds and grasses shall be dug out by the root and disposed of off the site. 3. Finish Grading: Finish grading shall consist of finishing surfaces by raking smoothly and evenly, removing and disposal of all extraneous matter to facilitate natural run-off water. All extraneous matter shall he disposed of off the site. 4. Moisture Content: The soil shall not be worked when the moisture content is so great that excessive compaction will occur; nor when it is so dry that a dust will form in the air or that clods will not break readily. Water shall he applied, if necessary, to provide ideal moisture content for tilling and for planting herein specified. 1.02 RELATED WORK IN OTHER SECTIONS 1.03 2. 2.0 3. 3.01 3.02 A. Landscape irrigation B. A. Landscape planting JOB CONDmONS Verification of existing conditions 1. 2. Visit the site to determine existing conditions, including access to the site and the nature and extent of existing improvements upon adjacent public and private property, nature of materials to he encountered and other factors that may affect the work of this section. Additional compensation resulting from the alleged ignorance of local conditions, and their effect upon the cost of the work will not subsequently be approved. B. Protection: I. Protect the owner's property from injury or loss. All damage to existing property (buildings, utilities, etc.) or planting (trees, shrubs, lawn or ground cover) caused by the contractor during his operation or as a result of malfunction of installed work during the guarantee period shall be repaired at contractor's expense. 2. Cause minimum interference with workmen, materials, or other equipment of other trades on the project. PRODUCTS NO MATERIALS ARE REQIDRED OF THIS SECTION EXECUTION A. B. A. SURFACE CONDmON Inspection I. Prior to commencing work required by this section, inspect the work of other trades and verify that such work has been properly completed and installed to allow for proper installation of all materials and methods required of this section. 2. All landscape finish grading shall be installed in accordance with the requirements of all governing authorities, the original design, and the referenced standards. Di,crepancies: I. In the event of discrepancy, immediately notify the architect. 2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved. PERFORMANCE Finish Grading I. General; When preliminary grading and weeding has been completed and the soil has dried sufficiently to he readily worked, all planting areas shall be graded to the elevations indicated on the drawings. Grades not otherwise indicated shall be uniform levels or slopes between points where elevations are given. Minor adjustments of finish grades shall he made at the direction of the architect, if required. Finish grade shall be smooth, even, and uniform plane with no abrupt change of surface. Soil areas allow a natural run- off of water, and surface drainage shall be directed as indicated on the drawings by remodeling surfaces to facilitate the natural run-off water. Low spots and pockets shall be graded to drain properly. 2. Shrubs and Ground Cover: The finish grade of all shrubbery and ground cover areas shall he 1-1/2 in. below the grade of adjacent pavement, walks, curbs, or headers and 3 in. below adjacent walls. An exception to the above requirements shall be made wherever drainage conditions may require flush grades as directed by the landscape architect. B. I. 1.01 1.02 1.03 3. Drainage: Contractor is to finish grade with proper slope to the drainage system provides. Planting areas shall exhibit positive surface drainage (2 % grade in planting areas) away from structures and terminate in an approved drainage system, All flow lines, designed or not, shall be graded and maintained to allow free flow of surface water, and shall conform to the intent of all plans after thorough settlement and compactment of the soil. Inspection I. All inspections herein specified shall be made by the architect. Request inspections at least twenty-four hours in advance of the time inspection is desired. Inspection is required as follows: a. When finish grading is completed. 2. No inspection will commence without as-built drawing. In the event the contractor calls an inspection without as-built drawings, without completing previous Iy noted corrections, or without preparing the work for inspection, he shall be responsible for reimbursing the architect at the rate of two and one-half times the normal office hourly rate per hour portal to portal (plus transportation, costs) for the inconvenience. No further inspection will he scheduled until this charge has been paid. END OF SECTION SECTION 02480 -LANDSCAPE PLANTING GENERAL A. A. B. A. B. C. D. E, F. G. WORK INCLUDED Fumish all labor, materials, equipment, appliances and incidentals for the complete installation of all landscape as shown on the drawings and as specified herein. Work includes, but is not limited to, the following: Fine grading. Soil preparation and fertilization. necessary planting I. 2. 3. Furnish trees, shrubs, vines, ground covers, annuals and perennials. 4. Install trees, shrubs, vines, ground covers, and perennials. 5. Apply pre-emergent to ground cover areas, 6. Stake and guy trees. 7. Attach vines as directed. 8. Protect, maintain and guarantee as specified. 9. All work of every description mentioned in the specification and/or amendments thereto, and all other satisfactory completion of the work including clean-up of the site. RELATED WORK Finish grading Landscape irrigation QUALITY ASSURANCE The testing laboratory shall he Soil and Plant Laboratory, Inc.,(or approved equal) 1594 N. Main Street, Orange, CA 92667 (714)282- 8777, and tests shall he paid for by the Contractor. A soils analysis of existing on-site soil shall he required. 1. There shall he three (3) sampling areas throughout the site. At each sampling areas there shall he one (I) core samples taken. Suitability and fertility analyses with comments and recommendations shall he required for each sample. A soils analysis of import soil and fir sawdust shall he required prior to backfill. 1. One (1) quart of import soil, without shall he submitted for particle siz.e, analyses. One (I) quart of fir sawdust organic analysis. specified suitability shall be amendments, and fertility submitted for After the completion of planting in the soil preparation areas and on-grade backfill mix areas, fertility analyses shall he required to assure all specified amendments have been provided. Two (2) random samples of soil preparation areas and one (!) random sample of backfill mix areas shall be taken for analyses Samples of materials shall he submitted for inspection. Delivery may begin upon approval of samples. Material samples shall include fertilizers and soil conditioners, plants and any other materials indicated herein. The contractor shall furnish a certificate of delivery slip with each delivery of material in containers or in bulk. Certificate shall state source, quantity, or weight, type and analysis and date of delivery. Deliver all certificates to the architect. No substitutions will be permitted without the approval of the architect. Rejected materials shall he removed from the site by the 1.04 H. A. B. C. D. The contractor shall perform all the soil testing of the exIStrng on- site soil and submit the testing laboratory's interpretation, recommendations, and comments to the Architect within 14 days after the completion of rough grading. The results and recommendations of the soil testing laboratory shall he submitted and approved by the City. The approved recommendations shall be incorporated into the landscape plans prior to the start of constructions and shall be part of the approved plans. SUBMITTALS The Contractor shall processes specified No substitution will the Architect. furnish the articles, equipment, materials, or by name in the drawings and specifications. be allowed without prior written approval by Complete material list shall be submitted pnor to performing any work. Material list shall include the manufacturer, model number and description of all materials to be used. Materials installed or furnished without prior approval of the Architect may be rejected and the Contractor required to remove such materials from the site at his own expense. Approval of any item, alternate or substitute indicates only that the product or products apparently meet the requirements of the drawings and specifications on the basis of the information or samples submitted. E. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. r C. D. E. F. 1. Particle size, dry weight basis: 2. Percent Passin~ 95 -100 80 -100 0 -30 Sieve Size 6.35 mm (1/4 in.) 2.38 mm (no.8,8 mesh) 500 micron (no. 35, 32 mesh) Organic content as determined by ash analysis: Minimum 94 % based on dry weight. 3. Chemistry: a. Minimum 0.8% nitrogen based on dry weight. b. Minimum 0.08 % dilute acid soluble iron based on dry weight. c. Salinity shall not exceed· 3. millimhos per centimeter as measured in the saturation extract. Commercial fertiliz.ers shall he 16-6-8, 12-12-12, 12-8-8, and 17-13- -5, complete fertilizers. Soil sulphur shall he first quality commercial grade. Ferrous iron sulfate shall be first quality commercial grade. Agricultural gypsum shall be first quality commercial grade. G. Calcium carbonate lime shall he first quality commercial grade. H. Root hormone shall be .•super Thrive". 1.05 JOB CONDmONS 2. 2.01 2.02 A. B, C. Visit the site to determine existing conditions, including access to the site and the nature and extent of existing improvements upon adjacent public and private property. Nature of materials to be encountered and other factors that may affect the work of this section. Additional compensation resulting from the alleged local conditions, and their affect upon the cost of the subsequently be approved. ignorance of work will not Protect the owner's property from injury, or loss. All damage to existing property (buildings, utilities, etc.) or planting (trees, shrubs, lawn or groundcover) caused by the contractor during his operation or as a result of malfunction of installed work during the guarantee period shall he repaired at contractor's expense. D. Cause minimum interference with workmen, materials, or other equipment of other trades on the project. E. Landscape work shall not begin until all the planting areas has been completed systems have been installed and approved owner's designated representative. construction adjacent to and until the irrigation by the architect and the F. Contractor shall apply for and secure all required permits. PRODUCTS A. B. Manufacturer; It is the intent of this specification that all materials herein specified and shown on the drawings shall he of the highest quality available and meeting the requirements specified. SOIL MATERIALS Import Soil: Furnish all import soil necessary to complete the required planting of on-grade planting areas and for backfill and raised planter mixes as indicated. Silt plus clay content of the import soil shall not exceed 15 % by weight with a minimum 95 % passing the 2.0 millimeter sieve. The sodium absorption ration ration (SAR) shall not exceed 6, and the electrical conductivity (EC) uf the saturation extract of this soil shall not exceed 3.0 millimhos per centimeter at 25 degrees centigrade. The boron content of this soil shall be no greater than one part per million as measured on the saturation extract. I. Samples of the import soil shall be submitted to the soils testing laboratory for analysis, interpretation, and recommendations prior to blending or backfilling. Fir sawdust shall be standard quality impregnated with 1% nitrogen. APPROVED ENGINEERING PLANCHECKER DATE 2.03 2.04 2.05 2.06 I. A. B. C. A, B. A. B. C. D. E. F. A. Gro-Power materials shall be first quality commercial manufactured by Southern California Organic Fertiliz.er (714)750-3830. GUYING MATERIAL grade as Co., Inc. Guying wires shall he galvani7.ed twisted clothesline wire, gauge No. 9 as approved. Hose for covering wires shall be 3/4" reinforced black rubber garden hose. Tombuckle shall he S/16 in. x 6 in. long galvanized steel. STAKING MATERIALS (Lodge-pole pine) Staires shall be lodge-pole and pointed at one end. preservative colored green. pine 2" diameter x 10' long m1n1mum Staires shall he pressure treated with Ties shall he rubber tire tie a,i manufactured by Gro-Straight, 1442 Mama Drive, Walnut Creek, California. (41S) 934-4106, or equal. PLANT MATERIALS Plant materials, shall he furnished, where applicable (except for owner supplied trees) by the contractor in quantities, siz.es, and/or spacing as indicated or noted for each location and shall he of species, types, etc., as symboli:r.ed and de,cribed in the plant list. Plants shall be protected in transit and after delivery to the project site. Plants in broken container will not he accepted, and plants with broken branches or injured trunks will be rejected. Plants that are specified by-container size shall be first class material equal to the size of similar material in local retail nursenes, All plant materials shall be healthy, vigorous, system, and shall be free from pests or disease. shall have been inspected and released by the inspector prior to delivery to the job. with a good root All plant material county agricultural All ground cover plants shall he well rooted in flats or containers. Plant material shall he inspected to their placement for planting. will be rejected. MULCH and approved by architect prior Materials not up to specifications Mulch shall be medium grind bark mulch as supplied by: R.W.P. Recycled Wood Products (213)727-7211 or (714) 841-6989 or approval equal. Contractor shall submit a sample to the City for approval prior to deliverly to site. APPROVED FOR PLANTING AND IRRIGATION ONLY, II AS BUIL T 11 · INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE_________ DATE REVIE\JED BY• INSPECTOR DATE ~ CITY OF CARLSBAD ~ t---+----t-----------------+---+---+----1---1 ~ PLANNING DEPARTMENT ~ ;-:::;:;==:::....:::==========:::::'....'.:====; . ' O" TE INITI"L 0" TE ll'IITIAL ENGINEER OF WORK REVISION DESCRIPTION □THtR · APPROV Al .-1 DA TE INITIAi. CITY APPROVAL CONSTRUCTION ECIFICATIONS PROJECT NO. DRAWING N'.\ C.U.P, 92-1 328-'llltu C.M. W .D. 85-C64(R) I . . . .. -. -.. ~-. ' ' . ., . . ' '. -. . ' . ' . -· ' -. . . . . . 3. 3.01 EXEClJTION A. SOIL PREPARATION All on-grade planting areas shall be cross-ripped to a depth of IO to 12" in two directions and receive per 1,000 square feet of area the following: Fir sawdust 12-12-12 commercial fertiliz.er Soil sulphur Oro-Power Plus (with soil penetrant) 6 Cu. yards 15 Lbs. 10 Lbs. 200 Lbs. B. Broadcast uniformly and rototill into upper 4-6 inches of soil. C. Samples of the native soil shall be submitted to the soils testing lab ora tocy afkr rough grading and prior to soil preparation. On receipt of a soils analysis and recommendations, an addendum or bulletin to these specifications shall be issued if revision to the soil treatment is necessary. Refer to 1.030 Quality Assurance m this section for soil testing procedure. D. Upon completion of soil preparation, an additional soil testing shall be conducted as outlined in l.03 Quality Assurance in this section. 3.02 ON-GRADE BACKFILL MIX 3.03 3.04 A. Backfill mi,; for plant pits shall be of the following material per ten yards: B. C. Native Soil (leach thoroughly before use)-6 Cu. Yds. Fir Sawdust Iron Sulfate Gm-Power Plus 4 Cu. Yds. 20 Lbs. 180 Lbs. Samples of the native soil shall be submitted to the soils testing laboratory prior to blending of back fill mi,;. On receipt of a soils analysis and interpretation, and recommendations, an addendum or bulletin to these specifications shall be issued if revisions to the soil treatment is necessary. Refer to 1.03 Quality Assurance in this section, for soil testing procedure. Upon completion of backfill mix blending and prior to installation, an additional soil testing shall be conducted as outlined in l.03 Quality Assurance, in this Section. D. The above material should be uniformly biended prior to use. Incorporate as specified under 'tree, shrub and vine planting' herein. GENERAL PLANTING A. Finish grade shall be as specified in Section 02260. B. The architect shall approve all planting areas prior to the installation of any materials. Placement of plant materials shall be approved before holes are dug. Stake plant locations and secure approval from architect before e;,;cavating pits, making necessary adjustments as directed. C. Specimen trees shall be located system as directed by architect. prior to installation of irrigation D. All on-grade plant pits shall be e>.cavated to a minimum of two times the diameter and height of the container to permit handling. Excavate pits with vertical sides for all plants. Plants shall not be planted in dry soil. Soil shall be moist at least eighteen inches deep. Backfill shall be made for each area as specified. E, All plants shall be planted immediately after containers are cut and containers shall be regularly removed so as not to present a hazard to those persons using the areas. F. Set plants in center of pits, in a vertical position so that the crown of the plant will bear the same relationship to the finish grades that it did to soil surface in place of growth, allowing for watering and settling of soil. G. H, I. Backfill with specified soil mu. No soil in a muddy condition shall be used for back.fill. No filling shall be permitted around the trunk of the plants. Plants shall be watered as they are planted and basins shall be built around each plant in an on-grade planting area to retain water. Remove basins prior to top dressing. Grade areas around plants to finish grades and dispose of e;,;cess soil. J. Any plant material damaged in planting operation shall be replaced at once. K. Prune plants according to standard horticultural practice as directed by architect. L. Upon completion of all planting operations and again as a A. B. C. D. requirement just prior to final inspection, all soil between plants shall be lightly cultivated, weeded, and neatly raked. PLANTING TREES Prepare tree pits as specified above, unless otherwise noted m details plans or specs. Place the tree and backfill with soil mix as specified. water settle. Stake and guy trees as detailed on Sheet 5 within these drawings. Apply root hormone to each tree as follows: Thoroughly 1. Construct tree basins at rim or outer edges of tree ball so that applied water will remain on the top of the ball. 3.06 3.07 GROUND COYER PLANTING A. Prepare ground cover areas as specified under 'Soil Preparation' e;,;cept for those slopes which are 2: 1 or steeper. B. Ground cover areas that do not exceed a 3 :I slope, shall be mulched in conformance with specifications and watered with a light spray prior to ground cover planting. C. Plant rooted cuttings, pots, or flats rn areas and at spacing indicated on plans after mulching. D. Smooth soil about plants and leave areas in neat and clean condition. Do not pile soil or mulch around crown of any plants. A. MULCHING All planting areas, that shall receive a prepared depth of three inches, do not exceed a 3: I slope, except lawns, mulch spread evenly over the surface to a 3.08 FERTILIZER AFTER PLANTING 3.09 A. All planting areas shall receive an application of Oro-Power Hi- Nitrogen 14-4-9 commercial fertilizer at the rate of 7 1/2 lbs. per 1,000 square feet thirty days after planting. B. Fertilizer application shall be repeated at thirty day intervals until the end of maintenance period. A. B. C. MAINTENANCE Continuously maintain all areas included under this section during the progress of the work, the 60--day maintenance period, and until final acceptance of this work. If plantings are not acceptable at the completion of this work due to defective maintenance, maintenance shall be continued until all work meets specifications and can be approved. Maintenance shall include continuous operations of watering, weeding, trimming, edging, cultivation, fertilizing, spraying insect and pest control, reseeding, replacement and/or any other operations necessary to assure good normal growth. D. All planted areas shall be kept free from debris and shall be cultivated and weeded al no more than ten day intervals. E. During installation period and during maintenance period, the F. G. contractor shall be responsible for maintaining adequate protection of all areas. Any damaged plantings shall be repaired at contractor's expense. At termination of maintenance period, all plant materials shall be live, healthy, undamaged and free of infestatior.s. Inferior planting shall be replaced and brought to a satisfactory condition before final acceptance of work will be made. All are.as shall be neatly raked and free of weeds. Reflacements: Immediately replace any that die or are damaged. Replacements specifications as required for original plant. and all plant materials shall be made to same H. Two (2) inspections shall be made that affect the maintenance period. The first after all planting have been completely installed in order to approve the beginning of the maintenance period of not less than sixty calendar days, and the second at the end of the sixty--day maintenance period. If plantings are not acceptable at the end of si;,;ty-day period, due to defective maintenance, then maintenance shall be continued by the contractor until all work meets with the specifications and can be approved. Written notice, requesting inspections shall be submitted by the contractor at least seven (7) calendar days before anticipated dated of inspection. 3.10 INSPECTIONS A. All inspections herein specified The contractor shall request advance of the time inspection Inspector shall make periodic Inspections are required as follows: shall be made by the architect. inspection at least 24 hours in is required. The City Landscape inspections as work progresses. l. When finish grading is completed as specified 02260. in section 2. When soil amendments have been applied but prior to rototilling. 3. 4. 5. 6. 7. 8. When rototilling has been completed. When plant material has been delivered to the site. When plant material has been spotted for planting but before planting pits are excavated. After planting pits have been e;,;cavated but prior to backfill. The contractor shall be required to have a complete inspection and approval of all landscape construction items at the end of the landscape construction period, to establish the time for beginning of the si;,;ty-day maintenance period. Notify architect at least seven (7) days in advance of inspection. At the completion of the si;,;ty-day maintenance period, an inspection shall be required by the contractor to obtain final approval. Notify the architect at least seven (7) days in advance of inspection. END TO SECTION APPROVED ENGINEERING PLANCHECKER DATE DA TE INITIAL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. AS DATE INITIAL DA TE INlllAL D : ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL CHKD BY: CITY APPROVAL RV\JD BYr BUILT" TITLE _______ _ REVIE\JED BY• INSPECTOR CONSTRUCTION CIFICATIONS PROJECT NO. C.U.P. 92-1 DATE DATE DRAWING NO. 328-7M1 C.M. W .D. 85-C64(R)