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Home My WebLink AboutDWG 453-8L; CT 04-26; ROBERTSON RANCH PA 16, 17, 18; 01-41" I : ! I' , 'I ' Ii I , I ____ I _,.11-- SHEET TITLE SHEET NUMBER TITLE SHEET 1 RECYCLED WATER SYSTEM IRRIG. LEGEND, NOTES, & DETAILS 2 IRRIGATION DETAILS 3 IRRIGATION PLANS 4-11 (PRIVATE) IRRIGATION SPECIFICATIONS 13-14 GENERAL NOTES RECYCLED WATER NOT,ES 1. ALL WORK SHALL BE DONE Ill ACCORDANCE wm-1 THE CARLSBAD MUI/IC/PAL !i'A TER DISTRICT'S "CARLSBAD RECLAMAT/011 RULES AND REGULA 770NS FOR CONSTRUCT/OIi OF Rf:CYCLED WATER MAI/IS" DATED OCTOBER, 1993. ' ROBERTSON RANCH PA 16, 17, & 18 PLANT. LEGEND, NOTES, & DETAILS 15-16 PLANTING PLANS 17-25 PLANTING SPECIFICATION 26 CONSTR./DRAIN. LEGEND & NOTES 27 2. DRINKING FOUNTAINS SHALL BE PROTcCTED FROM SPRAY BY RfCYCLED WATER. /;JEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUC/1 AS PICNIC TABLES, BBQ'S, PLAYGROIJNOS, SANO TOT wrs, ETC. 3. BESr MANAGEMENT PRAC77CES SHALL BE USED TO EL/MINA Tc OR CONrROL, ro THE BEST EXTcNT POSSIBLE, PONDING RUNOFF, OVERSPRAY AND MISTING. 4. HOSE BIBS ARE SrRICTL Y PRONl/3/fED. 5. ON-Slf[ CROSS-CONN[CT/ONS: BETWEEN RECYCLED WATER LINES AND POTABLE WATcR LINES IS STR!Cn Y PROHIBITED. 6. NO SUBS77fU770N OF PIPE MATERIALS WILL BE ALLOWED 111THOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WA fER DISTRICT. 7. ALL ON-SlfE PIPES SHALL HA VE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. mE IRRIGA 770N SYSTEMS SHALL RUN BETWEEN mE NOURS OF 10c 00 PM ANO 6: 00 A.M. mE FOLLOWING MORNING (SPOT IRRIGATION COULD 8/f DONE AT A DIFFERENT TIME) 111TH QUALIFIED SUPERVISION PERSONNEL ON Sir£. 9. PR0'.1DE A MINIMUM OF AT LEAST 18 INCNES OF COvE'R OVER ALL WIRING ANO PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECT£0 FROM CONrACT FROM RECYCLED WA rm. SIGNAGE NOTES THE FOLlO.WNG GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WllH BLACK LETTERING, I. GUIDELIN[S FOR RECYCLED WA TfR USE A. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST 8£ DONE MANUALLY WITH QUALIFIED SUPERWSORY PERSONN£L ON-Sir£. NO SYSTEM SNALL AT ANY TIME BE lffr UNA fTENOED DURING USE OUTSIDE Ile£ NORMAL SCNEDULE 8. !RR/GA T[ IN A MANNER THAT WILL MINJMfZE RUN-OFF, POOLING, AND PONDING. me APPLICATION RATE SNALL NOT EXCffD mE INFILTRATION RATc ~-----'!/ ~ IRRIG1TION -~~~ET 4 PLANTING,' SH ET 17 CONS1~1JCTIOJl,'. SH Ee; 28 I; ;I I !; ;I /1 I; ;I I ;I 11' 1/ 0 IRRIGATION -SHEET 10 PLANTING -SHEET 23 CONSTRUCTION -SHEET 34 IRRIGATION -SHEET 12 PLANTING • SHEET 25 CONSTRUCTION • SHE CONSTRUCTION PLANS 28-36 CONSTRUCTION DETAILS 37-40 .-I'--IRRIGATION • SHEE! 7 I I LANTING • SHEET 2~ 1 NSTRUCTION -SHEEJ 31 ~ LD_R_I P_L_IN_E_I_R_R_IG_A_T_I 0_N_D_E_T A=IL~S _____ _,__ ____ 4_:....c.1 ___ __J I I I INSPECTION PROCEDURES 1. IRRIGATIO J~~T 8 PLANTIN~,l; §HEET 21 CONSTRU,-,. 1 !ON -SHEET 32 I 2. /I DISTRICT CONSTRUCTION INSPECT/ON SHALL INCLUDE.- A. REQUIRED SEPARA T/ON 8£TWEEN POTABLE AND R£CYCL£D WATER LINES (HOR/ZANT ALLY & VERT/CALLY). 8. PIPE !OEN TIFICA T/ON C. . SL£EVING AT CROSSINGS D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. DISTRICT FINAL INSPECTION SHALL INCLUD£: WHElleER BY WINDBLOWN SPRAY OR BY DIRECT APPL/CAT/ON, TleROUGH /RR/GA TION OR OTHER USE. LACK OF PROTECTION, WHETleER BY DESIGN, CONSTRUC770N, PRACTICE OR SYSrEM OPERATION, IS STRICTLY PROHIBITED. 11. /RR/GA T/ON NEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVfRSPRAYING ON SIDEWALKS, STRffT. AND NON-OESIGNA TED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A fYPE FOR TleE USE ON RECYCLED WATER. DISTRIBUTION SYSTEMS (SPIKES NOT /Nf£RCHANGEABLE 11177-1 POrABLE WATER QUICK COUPLER SPIKES PER CARLSBAD MUNICIPAL WATER DISTRICT RULES ANO REGULATIONS). OF mE SOIL. TIMERS MUSr BE ADJUSTED so AS TO BE CDMPA TIBLE 111TH /HE LOWEST SOIL INFILTRATION RATE PRESfNT. THIS PROCEDURE MAY BE FAG/UTA fED BY Tl,£ EFFICIENT SCHEDULING OF THE AU TOMA TIC CONTROL CLOCKS, (IE, EMPLOYING THE R[PEA r FUNCTION TO BREAK UP 77,E rorAL /RR/GA TION TIME INTO CYCLES mA T WILL PROMO Tc MAXIMUM SOIL ABSORP770N}. IRRIGATION -SH~ET 5 PLANT,ING SljEET 18 CONSTRU9J(ON -~EET 29 I/ 1 1 ! I! ' I I Ii I A. 8. C. D. E. F. G. N. I. $/GNAGE INSTALLED PER PLAN CONTROLLER ST/CKfRS. fAGG/NG OF VALVES. COVERAGE 'fEST AFTER COMPLETION OF TNE SPRINKLER SYST£M TO [NSUR[ PROTECTION OF AREA NOT APPROV[D FOR RECYClEO WATER USE. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, 13. METERS SNALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WA TcR DISTRICT. 14. ALL IRRIGATION PIPE SNALL BE STENCILED 11177-1 THE WARNING "NON-POrABLE OR RECYCLED WA rm· COLOR-CODED (PURPLE) ANO LAID 111TI-/ WARNING TAPE AND STENCILING ORIENTED TOWARD /HE TOP OF THE TRENCH PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WA f£R ANO RECYCLED WATER PIPING SHALL BE INSTALLED 11177-1 THE STENCILING ORIENTED TOWARD TleE TOP OF THE TRENCH. 16. WHEN A POrA/3LE WATER LINE ANO RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED .WTHIN A PROTECTIVE SLEEVE. Ile[ SLEEVE SHALL EXTEND 10 FEET FROM EACN SIDE, FROM 77-IE CENTER LINE OF POTABLE LINE, FOR A' TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER ANO RECYCLED WATER MAINS MUST BE MAINrAINED AT ALL 77MES. THE POTABLE L/Nf MUST BE INSTALLED ABOVE /HE RECYCLED LINE. 18. A MINIMUM OF 12 INCNES OF VERTICAL SEPARATl(/N BETWEEN U77UTIES MUST BE MAINTAINED AT ALL TIMES. 19. DEVfLOPER/CONTRACTOR SHALL CONDUCT A CO\/f:RAGE TEST AS DIRECrEO BY THE CARLS/3AO MUNICIPAL WATER DISTRICT ENGINEER ANO TleE SAN DIEGO COUNrY DEPARTMENT OF ENVIRONMENrAL NEALTH SERVICES PRIOR fO ANY USE OF RECYCLED WATER, THE REQUIRED CROSS-CONNECTION SHUT DOWN f£ST SHALL BE BE DONE BY Tl-IE CARLSBAD MUNICIPAL WATER DISrRICT AND T/,E SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL NEAL 7H 20. QUICK COUPLING VAL \,f'S USED IN RECYCLED WA fER SYSrEMS SHALL CONFORM ro THE FOLLOWING: RECYCLED WATER -QUICK COUPLING VALVES USED IN Rf CYCLED WATER SYSTEMS SNALL NA VE ACME TYPE TNREAOS AND PURPLE COLORED LOCKING COVERS PERMANENTL y A ff ACHED TO mE VAL VE. QUICK COUPLING VAL \,f' SPIKES SHALL NOT BE INTERCNANGEA8LE mm POTABLE WATER QUICK COUPLER SPIKES. 21. THE REQIJIREO CROSS CONNEC770N INSPEC770N Will BE DONE BY EITHER Ile[ CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNrY DEPARTMENT OF ENVIRONMENTAL NEALIH COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO /HE NON-INSPEC77NG PARTY 22. DEVELOPER SHALL SHOW THE LOCA 770N OF RC. SIGNS "DO NOT DRINK" ON Tle[SE PLANS. 23. AN ON-Sir£ USER/SUP£RVISOR SHALL BE DESIGNA T£0 IN WRITING. mis INDIVIDUAL SNALL Bl: FAMILIAR 11177-1 PLUMBING SYSfEMS 111TH/N THE PROP[RTY, 111TH TleE BASIC CONCEPTS OF 8ACKFLOW/CROSS-CONNECTION PROTECTION, ANO TleE SPECIFIC REQUIREMENTS OF A RECYCLED WAT£R SYST[M. COPl[S OF /HE D[SIGNA TION, 11177-1 CONTACr PNON£ NUMB[RS SHALL 8£ PROVIDED TO Tl-IE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALIH AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EM[RGENCY CONTACT 808 CROBBEL (619} 520-9563 OR AFTER HOURS CONrACT 808 GROBBEL (619) 520-9563 24. SHOW ALL PUBLIC & PR/VA TE POTABL[ WA T[R MAINS ON IMPROVEMENT PLANS. 25. A PHYSICAL S[PERA 770N SNALL BE PROVIDED 8fTW£EN ADJACENr AREAS /RR/GA TED 111TH RECYCLED A WATER AND POrABLE WA T£R. S£PERA 770N SHALL BE PROWDED BY D/SrANCE, CONCRETE MOW ~ SrRIPS OR OTHER APPROVED MfTHODS. -~~- 26. PR/VA TE (HOMEOWNER'S) POTABLE WATER M[TERS LOCATED IN PARKWAYS SHALL BE INSrALLED mm NO SPACE B£TWEf:N TleE METcR & SID£WALK. 27. ON NEW ON-SITE SYST£MS (POST-METER), POTA$LE WATER, CONSTANT PRESSURE RECYCLED WATER AND S[WER LINES SNOULO 8£ PLACED A MINIMUM OF FOUR FffT APART OR AS DIRECTED BY T/,E PROJECT ENGINEER AND/OR REGULA TORY AGENCY, MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT P/PE C£Nf£RLINES. 28. IF A CONSrANT PR[SSURE RECYCLED WATER LINE! MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS TI-IAN TWELVE INCHES BELOW A PO,TABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED 111771/N AN APPROVED PROTECTIVE SLEEvf' AS PER TleE CARLSBAD MUNICIPAL WATER DISTRICT RUL[S AND REGULATIONS, 29. /HE D[SIGN AND LOCATIONS PROPOS£D FOR R£CYCL£D WA TcR ·oo NOT 'DRINK SIGNS SNALL BE CALLED OUT ON me PLANS. 30. CALL OUT ON Tle/f PLANS IF Tle[RE ARE OR ARE NOT DRINKING FOUNrA/NS A.ND/OR DESIGNA T[D OUTDOOR EA TING AREAS ON THIS SIT£ 31. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRES[NCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT R[CYCLW WATER IS M£ANT FOR IRRIGA 770N PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOS£S, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN TleE HIGH fURNOVER RA Tc OF EMPLOYEES IN 77-1[ lANOSCAPE INDUSTRY IT IS IMPORrANT mis INFORMATION BE OISS[MINATEO ON AN ALMOST DAILY BASIS. /T[MS NOS. 8, 19 & 23 SHALL BE R[QU/RED JUST PRIOR TO THE ACTUAL USE OF RECYCLED WATER. lfEM NO. 22 THE S/GNAGE PLAN SHALL BE PART OF /HIS I.P. BUT TleE ACfUAL SIGNS & TAGS 111ll BE INSTALLED JUST PRIOR TO ACfUAL USE OF R.C, WATER. GENERAL NOTES I. PRIOR TO THE START OF GRADING, TleE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCNEDUlE AND/OR EXHIBIT OUTLINING TleE TIMING OF THE SLOPE PLANTING AND /RR/GA T!ON. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREESrANDING, R£rAINING AND CR/8 WALLS IMMEOIA TE;L Y AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEvf'O. /RR/GA TION AND PLAN77NG SNALL TAK£ PLACE AS GRADING PROGR[SSES. 2. INSTALLATION OF /RR/GA T/ON AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE 111THIN 10 DAYS OF TleE TIME W/-/£N EACN SLOPE 15 8ROUGNr TO GRADE AS SNOWN ON TNE APPROVED GRADING PLANS. 3. PLAN77NG AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON mE APPROVED PLANS, 111m1N 30 DAYS AFTER me /RR/GA TION FIRST COMMENCES. 4. WA fER S£R'.1CE (POINT OF CONNECTION) /NSTALLA TION, TEMPORARY OR PERMANENT, SHALL 8[ IN PLACE TO COINCIDE 111 TH PLAN TING TIMING SP[C/FIEO IN SECTION E. 3-1 COUNTY OF SAN DIEGO REVIEWED DEPARTMENT OF ENVIRONMENTAL HEALTH ~-z ;Q-//---1/ ~~~ ----DATE: nNNiliKs PCHECKER TYPICAL SIGNS C. ADJUST SPRA y HEADS ro £UM/NA TE OVERSPRAY ONTO AREAS NOT UNDER mE CONTROL OF me CUSTOMER. FOR £XAMPLE, POOL DECKS, PR/VA Tc PATIOS ANO LOTS, AND STRffTS AND SIDEWALKS. 0. MONITOR AND MAINTAIN mE SYSTEM TO MINIMIZE EQUIPMENT ANO MATERIAL FAILURE. BROKEN SPRINKLER NEADS, LEAKS, UNRELIABLE VALVES, Ere., SNOULD BE REPAIR£0 AS SOON AS mEY BECOME APPARENT. E. TleE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCA 77NG EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, R£GARDING Ile£ PRES£NCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT M'A TER IS FOR IRRIGA TJON PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND ANO TOOL WASHING, ETC. GIVEN THE HIGH TURNOVER RAT[ OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT THIS JNFORMA T/ON BE DISSEMINATED ON AN ALMOST DAILY BASIS. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO ANY PR/VA TE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, ANO APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DfS/GNED IN ACCORDANCf .WTH 0/STR/Cr SrANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VAL \IES SHALL BE TAGGED >ff m /DEN 77FICA 770N TA GS. A. rAGS S/-IALL BE WEATleERPROOF PLASTIC, 3"x 4•; PURPLE IN COLOR, Wille TleE eVORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "A '.1SO -AGUA IMPURA-NO TOMAR" IMPRINTED ON mE omER SIDE. IMPR/Nf/NG SHALl BE PERMANENT ANO BLACK IN COLOR. USE rAGS AS MANUFACfURED BY r. CHRISTY ENfERPRISES OR APPROVED EQUAL. B. ONE rAG SHALL BE ATTACNW TO £AC/-/ VAL VE AS FOLLOWS: ,. A rTACH TO VAL VE STEM DIRECTL y OR mm PLASTIC TIE-WRAP OR 2. A rTACN fO SOLENOID WIRE 0/RECTL Y OR WITH PLASTIC TIE-WRAP OR 3. ArTACi, TO VALVE COVER 11177-1 EXISTING VALVE COVER BOU 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER !-!EADS. 2. EACH AUTOMATIC CONrROLLER AND /fS ASSOC/ArED EQUIPMENT SHALL BE IDENTIFIED 111TN A SIGN 8£ARING TN[ WORDS "RECLA/MW WATER USED FOR IRRIGATION" IN ENGLISH ANO SPANISH, WITH BLACK LETTERS 1" !-f/GI-I ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED so mA T IT CAN BE READIL y SEEN EIY ANY OPERA 770NS PERSONNEL UTILIZING THE [QUIPMENT. ALL !RR/GA TION BACKFLOW PREV£NT£RS SHALL BE T£ST£D BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO TliE ClfY ANO mE CARLSBAD MUNICIPAL WA T[R DISTRICT. PIPE BETWEEN TleE METER AND BACKFLOW PREVENTcR SHALL BE "SCHEDULE K NARD COPPER". APPROVED CONTRACr BACKFLOW TESTERS CAN BE FOUND ON Tl-IE CITY J,1.£8 Sile Ar www.ci.corlsbad.ea.us/pdfdoc.html?pid=340 INSPECTION PROCEDURES: 1. INSPECTION OF TleE PROJECT SNALL BE PfRFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REffR TO TH[ SPECIF/CA TINOS FOR TleE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBM/frALS 2. FOLLOWING COMPLETION OF mt WORK, 77,E LANDSCAPf ARCN/TECT OF Ile£ WORK WILL CERTIFY THAT mE INSrALLA 770N HAS BEEN COMPLETED BY SUBM/fTING /HE "FINAL LANDSCAPE GER 77FICA TION 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 DEVELOPER'S NAM£ & ADDRESS: GALA VERA HILLS II, LLC 2750 WOMBLE ROAD SAN DIEGO, CA 92106 PHONE NO: (619) 794-1252 FAX NO: (619) 336-3010 CARLSBAD MUNICIPAL WATER DISTRICT ~\1\ D ~~ J2ffe22-L/ iLLI ~ RRt::ia □AT : DEPUTY CITY ENGINEER EXP. 313111)8' 12, BLACK LOGO PURPLE BACKROUND IN ORDER TO CONSERVE WATER . RECYCLED WAlt.R IN USE DO NOT DRINK NO TOME EL AGUA WASH HANDS AFTER CONCTACTING LAVESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SICNS I II 2" BLACK LETl E.RS 1'' BLACK LE Tl E.RS 36" /-1" (N. T.S.) WARNING RECYCLED WATER DO NOT DRINK 13LACK LETTERS ECYCLED WATER WASH HANDS AF1E.R CONCTACTING L VESE SUS MANOS OESPUES DE USAR 12" X 36" SIZE .032 ALUM:NUM, .060 ABS PLASTIC OR STICr<-ON VINYL SIGNS I; ;I ;I ;/ I II /1 r=-,,.1- 11 1/ /; / ,, DECLARATION OF R£SPONS/BlE CHARGE.- --..• ~ /ander t. I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSl/3L£ CNARGE Ovf'R Ile£ D£S/GN OF THIS PROJECT AS Off/NED IN SECTION 6103 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSrAND mAT TH£ CNECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY 77,E SAN DIEGO COJNrY DEPARTM£NT OF £NVIRONM[NrAL NEALTH AND mE CITY OF CARLSBAD IS CONFINED TO RE'.1EW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED LANDSCAPE ARCHfTECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN THESE PLANS HA 1/c BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CO/\JCEPT PLAN, WATER CONSERVA 770N PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATING TO LANDSCAPING FIRM NAME & ADDRESS: HOeVARD ASSOC/A TES, INC., 5JJ3 MISSION CENTER RD., SUITE 390, SAi/ DIEGO, CA 92108 ~~~ LANDSCAPEA><~-I-TE_C_T---------------~~=D-A--41E-- PHONE NO(S).-(619) 118-9660 R£GISTRA T/ON NO(S): RLA 2681 "AS-BUILT P.E. EXP _____ _ REVIEWED BY: INSPECTOR FAX (619} 718-9669 EXPIRATION DATE: 3/31/11 " DATE DATE BENCHMARK: DESCRIPTION: LOCATION: STANOARO M-10 STREET CENTERLINE WELL MONUMENT C[N T[RL/N[ OF [l CAMINO REAL AT [NG/N[[R's STA //ON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO COUNTY VER, CONTROl OA TA) ELE\IATION: 68.479 OA//JM: U.S.C. & G.S. I II IRRIGATION· SHEET 11 PLANTING -SHEET 24 CONSTRUCTION • SHEET 35 IRRIGATION • SHEET 9 PLANTING • SHEET 22 CONSTRUCTION• SHEET 33 NOTE: ALL PROPOSED PLANTED AREAS SHOWN ARE DESIGNED TO USE RECYCLED WATER. 3. RUNOFF, AND PONO/NG. R£QUIRED PROTECTION OF ALL RESIDENTIAL AREAS. REQUIRED PROTECTJON OF WELL, STREAMS, RESERVOIRS, ETC. CROSS-CONNECTION TEST IF REQUIRED. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION THAT WILL COVER A-/ OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC H[AL TH [NGIN[[R, Cl TY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENT AT/ON IN FIELD. KEY MAP LEGEND FIRE HYDRANT EXISTIN<S POINT OF C.ONNEC.TION FOR RECYCLED J/'lA TER (HETER AND BAC.KFLOJ/'l REVENTION) POINT OF C.ONNEC.TION FOR RECYCLED 1/'lATER (HETER AND BAC.KFLOV'l PREVENTION) EXISTIN<S "DO NOT DRINK" SIGN LOCATIONS PROPOSED "DO NOT DRINK" SIGN LOCATIONS ------RECYCLED 1/'lATER HAINLINE 8 , -, --POT ABLE HAI NL I NE (HOHEOJ/'lNER SLOPES) ml RECYCLED 1/'lAETR / CITY CARLSBAD o OF \ ~ SITE rn VICINITY MAP NO SCALE DATE, 08/22/11 DRAl-'IN BY, C.6/MM JOB NUMBER, 2100.66 FILE, REVISIONS, HOWARD,: ASSOCIATES landscape architecture <la 26111 5333 Miesion Centtr Rd. •ulte 3!10 san <1l~go ea 92 ! 011 61!1 718 9\>~0 ~ POTABLE 1/'lATER SUBDIVISION BOUNDARY LOT LINE CONTOURS FIRE HYDRANT STREET UGI-IT GRADED SLOPES (2.-I MAX} DA YL/GH T LINE -I -----P: -y-v---____ L __ .,, ____ '!'_ ___ _ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 9/22/08 MM /j\ CONSTRUCTION CHANG£ 11.u--1) t't~ ULJ CITY OF CARLSBAD uTI 5/04/10 MM A PARKWAY & POCKET PARK TREE REVISIONS 1,, ~ r PLANNING DEPARTMENT 1 ROBERTSON RANCH PA 16, 17, & 18 c.r 02-16 APPROVED j--tt,:,\ \ l.-r, ~i.~ Jr h . ..J.u PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION ~ C. T. 04-26 45J-8L ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: CMWO I - ..c 0 -·I') - l 1 ' I : j I i i ' J , I I , i i ,, I I I I I ' i I ' ii ' ! ' ' I i' ' ' J 7 (DID TAG ® WATER PROOF CONNECTION (1 OF 2) @ JO-INCH LINEAR LENGTH OF WIRE, COILED 0 REMOTE CONTROL VALV2 @ INSTALL 8-INCH MIN. ABOVE HIGHEST POINT OF DISCHARGE © lN RADIATION RESISTANT PVC SCH 4-0 MALE ADAPTER (1 OF 2) 0 lN RADIATION RESISTANT PVC SCH 4-0 PIPE (1 OF 2) @ FINISH GRADE/TOP OF MULCH ® PVC SCH 4-0 ELL (1 OF 2) __..,9_, @ PVC LATERAL PIPE (1 OF 2) 10 (D1D TAG @WATER PROOF CONNECTION (1 OF 2) @ JO-INCH LINEAR LENGTH OF WIRE, COILED 0 REMOTE CONTROL VALVE: @PVC LATERAL PIPE (1 OF 2) @ lN RAOL-\TION RESISTANT PVC SCH 40 MALE ADAPTER (1 OF 2) 0 lN RADIATION RESISTANT PVC SCH 4-0 PIPE (1 OF 2) @ FINISH GRADE/TOP OF MULCH ® PVC SCH 4-0 ELL (1 OF 2) A ANTI-SIPHON REMOTE CONTROL VALVE B REMOTE CONTROL VALVE C 0 ATMOSPHERIC VACUUM BREAKER: ® corr~, 'W-E ADAPTER @ MIN. OF 12-INCHES ABOVE HIGHEST POINT OF DISCHARGE 4 COPPER 90' ELL ( 1 OF J) 0 COPPER UNION (1 OF 2) 8 COPPER PIPE (TYPICAL) 7 FINISH GRADE 8 COPPER FEMALE ADAPTER 9 IRRIGATION MAJNUNE PIPE @ PVC MALE ADAPTER ,.,-;-, PIPE FROM REMOTE ""' CONTROL VALVE c_OUTSIDE WALL_) G 0 CONTROLLER: OUTDOOR WALL MOUNT ® 1,3-JNCH PVC SCH 4-0 CONDUIT AND FITTINGS @ WIRES TO REMOTE CONTROL VALVES 0 JUNCTION BOX @ 1-INCH PVC SCH 4-0 CONDUIT · AND FITTINGS TO POWER SUPPLY ATMOSPHERIC VACUUM BREAKER D HYBRID CONTROLLER FINl$H GRADE---- VALVE !30)(---------1 $EE 5PEC.5. . . LINE FLIJ$HING ----,,1------J-u= VALVE TL090MfV-1. rf& 9/4" GRAVEL $UMP.-----. I (I C.U61C. FOOT) I , <Yo'-(/:'o4f' ,_., ~0009..U9,Q1 I oCf35 oCf35 oCf35 oCf35 ~ · SEE . 5PEC.5 POLYETHYLENE LATERAL (OR EXHAUST HEADER) ~-IN$ERT FEMALE ADAPTER (SIZE AS REQ'D) VV' REDUCING 6USHING MPT X 1/2" FPT E Techline LINE FLUSHING VALVE (PLWMBED TO POLY) SE<:; TIOH • HO %ALE IRRIGATION NOTES I. THE: IRRIGATION PLAN 15 DIAGRAMMATIC,. AL.L. IRRIGATION E:OUIPMENT SHAL.L. ElE: LOCATED IN PL.ANTING AREAS ONL.Y, UNL.E55 NOTED OTHERV-.ISE:, REFER TO THE: IRRIGATION L.E:GEND AND DE:TAIL.5 FOR E:OUIPME:NT AND INSTALLATION. 2. CONTRAC,TOR SHALL. KE:E:P THE: PRE:MISE:5 CL.EAN AND FREE: OF' EXC,ES5 E:OUIPMENT, MATERIAL.5, AND RUEIEIISH IN<=-IDENTAL. TO l"lORK OF THIS SE:C,TION. 3. A. AL.L. RISERS SHAL.L. ElE P.V.C,. ¾HEDUL.E 00. 6. ALL. PIPE: F'ITTINGS SHAL.L. 61: P.V.C,. ¾HE:OIJL.E: 40. 4. A AL.L. l"llRE: SHAL.L. eE: 14 GAUGE: ~ (HAX. GAUGE:) l"llTH $HEATH, MAXl-l"llRE: 6Y PAIGE: EL.J¾.TRIC. DIRE:CT BURIAL TYPe, AND AL.L. SPLICES AND CONNE:C,TIONS SHAL.L. ee: MADe l"llTH SM GEL.PACK D6Y CONNECTORS. 6. EACH CONNEC, TION F'ROM DECODER TO VAL. VE: SHAL.L. MAINTAIN THE: SAME: l"llRE: COL.OR AS DE:CODER. C. AL.L. l"llRES SHAL.L 6E: INSTALL.ED l"llTH rm (2) F'EE:T OF' EXC,ESS l"llRE: (COIL.ED) AT THe END OF' EACH l"llRE RUN. D. CONTROL. l"llRE: SHAL.L. ElE: BUNDLED AND PLAC-E:D ElENEATH MAINLINE:. E:. VAL. VE: SHALL. 61: A MAXIMUM 15' FROM DECODER. F. CONTROL. l"llRE: SHAL.L. F'OLL.Ol"l MAINLINE:, G. L.OOP l"llRE: ElACK TO CONTROLLER IF CONTROLL.E:R HIRE: RUN 15 LONGER THAN 2.4 MILE:5. H. CONTROL. l"llRES (I.E:. MAXl·l"llRES) MUST MAINTAIN A 10-FOOT SEPARATION FROM EL.EC,TRICAL. TRANSF'ORMERS • UNDERGROUND HIGH VOLTAGE: POl"lE:R L.INES. 3. 6ACKFL.Ol"l PRE:VE:NTION DE:VICE:S SHAL.L. 61: L.OCATE:D AS INDICATED ON THE IRRIGATION PLAN. INSTALLATION SHALL. CONFORM TO L.OCAL. GOVERNING C,ODES AND REGULATIONS AND MANUFACTURER'S SPEC,IFICATIONS. C-MHD ElACKFL.Ol"l SPECIALIST TO APPROVE: LOCATION ph. (1b0) 491!>-2122 x1152 6. C,HE:C,K VAL.YES SHALL. 61: USE:D l"lHE:RE: INDICATED AND ffiE:RE: NECESSARY TO PREVENT l"lATER FL.Ol"l FROM L.Ol"lER EL.E:VATION HEADS ffiEN SYSTEM 15 TURNED OFF. 1. ALL PRESSURE: MAINL.INE:5 SHALL. HAVE: (le,) INCHES OF COVE:R FOR MAINL.INE:5 L.E:55 THAN 9' IN DIAMETER, (24) IN<=-HES OF' COVER F'OR MAINLINES 3"-:H/2" IN DIAMETER, AND (96) INC,HES OF' COVER F'OR MAINLINES 6' OR GREATER. AL.L. LATERALS SHAL.L. HAVE: A MINIMUM Tl"lEL.VE: (12) INCHES OF C-OVER. TRENC,H BAC,KF'IL.L. SHAL.L. eE: FREE: OF ANY MATERIAL. THAT MAY DAMAGE: IRRIGATION PIPE: OR EQUIPMENT. IN THE: E:VENT OF ElACKF'IL.L. SETTL.EME:NT, C-ONTRAC-TOR SHAL.L. PERFORM REOUIRED REPAIRS AT HIS OHN COST. I!>. ALL. AUTOMATIC, VAL. VE:5 SHALL. BE: L.OCATE:D l"llTHIN SHRU6 AREAS. IN OOXES SHAL.L. 6E: INSTALL.ED IN PURPLE: VAL. VE: OOXES, ONE: VAL. VE: PER eox, l"llTH FOUR (4) INC-HES OF PEA GRAVEL. ElENEATH EAC,H VAL.VE:. eAL.L. VAL.VE:5 SHAL.L. ee: LOCATED IN SEPARATE: VAL.VE OOXES. 'I. MAINS, l"llRE:, AND LATERAL.5 UNDE:R VEHIC-L.E: PAVING SHALL. 6E: ¾HEDUL.E: 00 PVC SLEEVES l"llTH (96) INCHES MINIMUM COVER F'OR MAINLINES 6' OR L.E:$9 IN DIAME:TE:R AND (41!>) INCHE:5 COVER FOR MAINLINES GREATER THAN 6" IN DIAME:TE:R. ALL. MAINS AND l"llRE UNDE:R PEDESTRIAN PAVING SHAL.L. 6E: ¾HE:OUL.E: 40 PVC, SL.EE:VES l"llTH (le>) IN<=-HE:9 MINIMUM C-OVER F'OR L.INE:5 L.E:$5 THAN 9" IN DIAMETER, (24) INc-HE:5 OF C-OVE:R FOR L.INE:S 9" - !.5·1/2" IN DIAMETER, (96) INCHES OF C,OVER F'OR L.INES 6" OR GREATER IN DIAMETER. 10. AUTOMATIC-C-ONTROL.L.ER5 SHAL.L. EIE: SIZE: AND TYPE: AS NAMED, AND INSTALL.ED l"lHE:RE: INDICATED ON IRRIGATION PLAN. CONTROL. l"llRES SHALL EIE: SL.EE:VE:D UNDER PAVING IN I' DIAMETER E:L.E:CTRICAL. CONDUIT. I CONTROL. l"llRE: MAX. PER SLE:E:VE:. A 120 VOL. T SE:RVIC-E: TO CONTROL.L.E:R SHAL.L. eE: PROVIDED 6Y THE: Ol"INE:R. II. PRIOR TO 6AC-KFILL.ING IRRIGATION TRE:NCHE5, A ALL. MAINLINE:5 IN THE: SYSTEM SHAL.L. ElE: CAPPED AND PRESSURE: TESTED AT 125 P.5.1. F'OR A PERIOD OF' F'OUR HOURS. ANY LEAKS FOUND $HALL. ElE: CORRE:C-TED BY REMOVING< THE L.EAKING PIPE OR F'ITTINGS AND INSTALL.ING NEl"t MATERIAL IN ITS PLACE:. El. AL.L. LATERAL.5 SHAL.L. EIE: PRESSURE: TESTED AT DESIGN PRESSURE: FOR ONE: HOUR. C-. THE: CONTRAC,TOR SHAL.L. NOT AL.L.Ol"l NOR C,AUSE: ANY OF HIS l"lORI< TO eE: COVERED UNTIL. IT HAS 6EEN INSPECTED, TESTED AND APPROVED ElY THE: Oi"INER'S AUTHORIZED REPRESENTATIVE: AND C,ITY INSPECTOR. 12. IRRIGATION CONTRAC,TOR SHAL.L. ADJUST AL.L. HEADS TO PROVIDE: E:VEN COVERAGE: AND TO KE:E:P SPRAY OFF' BUILDINGS, l"lAL.Kl'IAY5, l"lAL.L.5, AND DRIVES. 13. ffiEN THE: SPRINKL.E:R SYSTEM 15 COMPLETED, THE: CONTRAC-TOR, IN THE: PRESENC,E: OF THE Ol"INER'S AUTHORIZED REPRESENTATIVE:, SHAL.L. PERF'ORM A COVERAGE: TEST OF l"lATER AFFORDED THE: PLANTING AREAS TO ENSURE: IT 15 COMPL.E:TE: AND ADEQUATE:. CITY INSPECTOR TO APPROVE COVERAGE:. THe CONTRACTOR SHAL.L. FURNISH AL.L. MATERIAL.5 AND PERF'ORM AL.L. l"lQRK REG!UIRED TO CORl<.EC,T ANY INADE:OUAC,IES OF COVERAGE: AT HIS Ol"lN COST. IRRIGATION CONTRAC,TOR SHAL.L. MAINTAIN THE: SYSTEM F'OR A PERIOD OF SIXTY (60) DAYS AND SHAL.L. l"lATER ON A DAIL.Y BASIS. 14. PRIOR TO FINAL. AC,C,EPTANC-E:, THE: CONTRACTOR SHAL.L. FURNISH TO THE: Ol"lNE:R A COMPLETE: 'AS-BUIL. T' DRAl"llNG AND THREE: PRINTS SHOl"liN<;; l:XAC,T LOCATIONS OF AL.L. ITEMS IN$TAL.L.ED. 15. PRIOR TO FINAL. AC,C,EPTANCE:, THE: IRRIGATION CONTRAC,TOR SHAL.L. PL.AC-E: A L.AMINATE:D, REDUC-E:D COPY OF THE: AS-BUIL. T IRRIGATION PLAN, COL.OR-CODED AS TO COVERAG<E: AREAS FOR EACH VAL.Ve, IN THE: CONTROLLER E:NCL.OSURE:. 16. THE: IRRIGATION C,ONTRACTOR SHALL. GUARANTEE: THE: ENTIRE: IRRIGATION SYSTEM TO EIE: FREE: OF' DEF'ECTS IN l"lQRKMANSHIP AND MATERIAL.5 FOR A PERIOD OF ONE: (I) YEAR FROM F'INAL. ACCEPTANCE: ElY THE: Ol'INE:R. 11. "THRUST eL.ocKS CONSISTING OF A MINIMUM OF I c;ue1c F'OOT OF' CONC,RETE: (2,000 PSI) SHAL.L. EIE: INSTALLED AROUND MAINLINES 9 " AND AOOVE: AT EL.OOl"lS AND AT POINTS OF' CHANG<!: IN DIREC-TION." (C,ITY OF' C,ARL.56AD L.ANOSCAPE: MANUAL. IV.3-!.5). II!>. II!>. INSTALL. POP-UPS IN THE: RIGHT-OF'-l"lAY AND l"lHE=RE:VER l"llTHIN 10 F'EET OF' HARD¾APE:, TURF', OR OTHER AREAS l"lHERE: PEDESTRIAN TRAFF'IC MAY OC,c;UR. l'I. AL.L. IRRIGATION E:OUIPMENT UTIL.IZING RECLAIMED l"lATER SHAL.L. ElE: C-OL.ORED PURPLE: PER CARL.SEIAD MUNICIPAL. l"lATER DISTRIC-T RE:OUIREMENTS. 20. USE: PAGE: EL.Ec-TRIC, MAXIC,OM l"llRE: FOR 2-l"llRE: DE:C,ODE:R l"llRE: PATH. 21. l"lARNIN<:i TAPES RE:OUIRED (2) ONE: TO EIE: LOCATED DIREC,TL. YON TOP OF' MAINLINE: AND ONE: 12" AOOVE:. 22. SURGE: PROTEC,TOR AND GROUNDING ROD 15 NEEDED E:VERY 450' OF L.INEAR OF CONTROL. l"llRE:. SEE: RAINEIIRD SPE:C,IFICATIONS FOR GROUNDING INSTRUC-TIONS. IRRIGATION LEGEND* F'OR RECYCLED ... POTAEILE: l"lATE:R IRRIGATION SYM.MFR " RAINBIRD Eb RAINBIRD t RAIN61RD RAINBIRD 0 RAINBIRD @ RAINBIRD ® RAINBIRD ~ RAINBIRD (!) RAINBIRD ~ RAINBIRD RAINBIRD • RAINBIRD • RAINBIRD e RAINBIRD • RAINBIRD 0 RAINBIRD 0 RAINBIRD e RAINBIRD 0 RAINBIRD ~ RAINBIRD ISJ RAINBIRD liJ RAINBIRD 111 RAINBIRD l:!J RAINBIRD ~ RAINBIRD i RAINBIRD RAINBIRD RAINBIRD l7 RAINBIRD ! RAINBIRD RAINBIRD RAINBIRD V RAINBIRD ! RAINBIRD RAINSIRD RAINBIRD T RAINSIRD l RAINBIRD RAINBIRD ~ RAINBIRD 'v RAINBIRD f RAINBIRD RAINBIRD RAINBIRD OJ RAINBIRD (I RAINBIRD RAINBIRD MODEL. DE:¾RIPTION le>04-SAM-PRS-00-PC-S 1004-SAM-FRS-5H-PC-S 1004-SAM-FRS-SF-PC-S 1004-SAM-PRS-W-PC-5 1004-SAM-FRS-e>H-PC-S le>04-SAM-FRS-e>f'-FC-S le>04-SAM-FRS-l!>VAN-P<:,S le>04-SAM-FRS-e>G!-FC-5 le>04-5AM-PR5-e>H-PC-5 1eo4-SAM-FRS-eF-PC-S POP-UP SPRAY HEAD HITH le>OO NP COYER POP-UP SPRAY HEAD HITH 1e,oo NP C,OVER POP-UP SPRAY HEAD HITH ieoo NP C,OVER POP-UP SPRAY HE:AD HITH 1000 NFC-OVER FOP-UP SPRAY HEAD HITH 1000 NFC-OVER FOP-UP SPRAY HE:AD HITH 1000 NF COVER POP-UP SPRAY HEAD HITH 1000 NP COVER FOP-UP SPRAY HEAD HITH IWO NP COYER POP-UP SPRAY HEAD HITH IWO NP COVER POP-UP SPRAY HEAD HITH 1000 NP C-OVER Je>04-SAM-FR5-e>VAN-PC-5 POP-UP SPRAY HE:AD HITH 1000 NP COYER le>04-SAM-FR5-12G!-FC-5 ie>04-SAM-PR5-12H-FC,5 1eo4-SAM-PRS-12F-PC-S FOP-UP SPRAY Hl:AD HITH 1000 NP COYER POP-UP SPRAY HE:AD HITH 1000 NP COVER POP-UP SPRAY HE:AD HITH IWO NP COYER le>04-SAM-PRS-12VAN-PC-S POP-UP SPRAY HEAD HITH IWO NP COYER 11!>04-SAM-PRS-l!;G-PC-5 POP-UP SPRAY HE:AD HITH IWO NP COVER le>04-SAM-FR5-15H-PC-5 le>04-SAM-FRS-15F-PC-5 le>04-SAM-PRS-15VAN-PC-5 FOP-UP SPRAY HE:AD HITH IWO NP COVER FOP-UP SPRAY HE:AD HITH 1000 NF COVER POP-UP SPRAY HEAD HITH !WO NP COYER 11!>04-SAM-PR5-ll!>YAN-PC-5 POP-UP SPRAY Hl:AD HITH IWO NP COVER le>04-5AM-FR5-15EST-FC-S FOP-UP SPRAY Hl:AD HITH IWO NF COYER le>04-5AM-PR5-15SST-FC-S POP-UP SPRAY Hl:AD HITH IWO NP COVER le>OE:>-SAM-PRS-15EST-PC-5 Pop-vp Spray Head HI 1000 NP C-over 4 Orange PC-S ll!>OE',-5AM-PRS-15SST-PC-S Fop-vp 5ray He~d HI 1000 NFC-over 4 Blae,k FC-S IOOE:>-SAM-PRS-55a-PC-S POP-UP SHRUB SPRAY HEAD HITH 1000 NP <:,OVER le>OE:>-SAM-PR5-5SH-PC-S 1006-SAM-PRS-5SF-PC-S IOOE:>-SAM-PR5-e>5a-PC-S 1eo6-SAM-PR5-e>SH-PC,S IOOE:>-SAM-PRS-e>Sf'-FC-S IOOE:>-SAM-PRS-e>VAN-PC-5 IOOE:>-SAM-PRS-IOG!-PC,S IOOE:>-SAM-PRS-IOH-PC-S le>OE:>-SAM-PRS-IOF-PC-S ie>OE:>-SAM-FRS-IOYAN-PC-5 le>OE:>-SAM-FRS-12G!-PC-S 1eoe.-SAM-PRS-12H-PC-S POP-UP SHRU6 SPRAY HE:AD HITH 1e,oo NP COYER POP-UP SHRUB SPRAY HE:AD HITH ieoo NP C,OVER FOP-UP SHRU6 SPRAY HE:AD HITH 1000 NP C,OVER POP-UP SHRU6 SPRAY HE:AD HITH 1000 NP C,OVER POP-UP SHRUB SPRAY Hl:AD HITH 1000 NP <:,OVER POP-UP SHRU6 SPRAY HE:AD l"llTH IWO NP C-OVER FOP-UP SHRUB $FRAY HE:AD HITH IWO NP C-OVER POP-UP SHRUB SPRAY HE:AD HITH IWO NP C,OVER FOP-UP SHRU6 SPRAY HE:AD HITH 1e,oo NP C,OVER FOP-UP SHRU6 SPRAY HE:AD HITH ieoo NP <:,OYER POP-UP SHRU6 SPRAY HEAD HITH ieoo NP C-OVER FOP-UP SHRUEl SPRAY HE:AD HITH 1000 NFC-OYER IOOE:>-SAM-PRS-12F-FC,S POP-UP SHRUB SPRAY HE:AD HITH !WO NF C,OVER IOOE:>-SAM-PRS-12YAN-PC-S POP-UP SHRUB SPRAY HE:AD HITH IWO NP C-OVER IOOE:>-SAM-PRS-l!;G-P<:,S IOOE'>-SAM-PRS-15H-PC-S POP-UP SHRU6 SPRAY HE:AD HITH IWO NF COYER POP-UP SHRU6 SPRAY HEAD HITH 1e,oo NP C-OYER le>OE:>-SAM-PRS-15F-FC-S FOP-UP SHRU6 SPRAY HE:AD HITH 1000 NP C,OVER IOOE:>-SAM-PRS-15VAN-PC-S POP-UP SHRUB SPRAY HE:AD HITH IWO NP C,OVER IOOE:>-SAM-PR5-15VAN-PC-S POP-UP SHRUB SPRAY HE:AD HITH IWO NP C-OYER IOOE:>-SAM-PRS-15EST-FC-S POF-UF SHRUB SPRAY HE:AD HITH IWO NF C,OVER IOOE:>-SAM-PRS-15$ST-FC-S POP-UP SHRUB SPRAY HEAD HITH IWO NP C-OVER RY'<S-1¾ R T )IIIA TERI N YSTEM .,, GFM RADIUS PSI .10 .20 VARIES .BO .52 I.I VARIES .B'l .1"1 1.5e, VARIES Oh5 1.3 2h5 VARIES 0.'12 l.e5 3.1 5' 30 5' 30 5' eo e,· 30 e,• eo e,• 30 e,• eo 10' 30 10' 30 10' eo 10' 30 12' eo 12' eo 12' 30 12' 30 15' BO 15' 30 15' eo 15' eo 15' BO VARIES VARIES Oh5 1.30 0.4 h .10 .20 4'Xl5' 30 4'X30' 30 2'XIO' 30 3'X20' 30 VARIES .30 .52 5' 30 5' 30 5' 30 I.I VARIES e,• .3"1 10' .1'1 I.Se 10' 10' YARIE:S 10' Oh5 12' 1.3 12' 2h5 12' VARIES 12' 15' 15' 3.1 15' VARIES 15' 30 30 30 30 eo eo 30 30 30 30 30 30 30 30 30 30 30 VARIES le' Oh5 4'Xl5' 30 4'XW' 30 1.3 0.2 29. THRUST 6L.OCK5 CONSISTING< OF' A MINIMUM OF I cue1c F'OOT OF' CONC-RE:TE: (2,000 pel) SHALL. EIE: INSTALLED AROUND MAINLINES 9" AND AOOVE: AT E:L.OOl"lS AND AT POINTS OF' CHANGE: IN DIRECTION. ~~~____.___,..__......._,.__,'---"--"-..A...A...,..._,.____.___,.__......._,.__,,____.___,..__......._,.__,'---"--"-..A...A...,..._,.____.___,..__......._,.__,'--"-..A...A...A...,,__,____.___,..__......._,.__,,'--"-..A...A...A...,,__,___.,.___,.___,...., 24. PRIOR TO IN$TAL.LATION OF MAINLINE: IN CITY R.O.l''t ElEmEEN SIDE:l"lAL.K AND CUR6 CONTRACTOR SHAL.L. PROCURE: AN ENCROACHMENT PERMIT FROM THE: CITY OF CARL.SEIAD. 25. NO VAL.VE: OOXES, CONTROL.L.ERS OR OTHER IRRIGATION APPURTENANC,ES SHAL.L. eE: L.OCATE:D HITHIN THE: DG TRAIL. TREAD. • FOP-UP$ REQUIRED IN RIG-HT-OF-V'IAY AND ffiEREVER V'!ITHIN 10' OF ANY HARD¾AFE, T1.JRF OR OTHER AREA ffiERE PEDESTRIAN TRAFFIC.E MAY OC.C.UR. OUTSIDE OF 10' IN SHRU6 6ED5 USE SHRU6 SPRAY HEAD ON 12" RISER (SEE NOTE te) •• ALL HEADS ON REC.Ye.LED SYSTEMS TO REC.EIYE -RAINSIRD 1eooNP C.OYER (MODEL IIA4E',E',IO) OR PA es-NP (NON-POTABLE PLASTIC. SHRU6 ADAPTER) NO 5YMOOL. NO 5YMOOI. EE l"jjj @ ►◄ 6 ~ II] i25J AAINEIIRD AAINEIIRD AAINEIIRD AAINEIIRD NETAFIM GB SERIES MASTER REMOTE CONTROL. VAL. ve INON-FOTAEILlcJ FEB SERIES REMOTE WNTROL VALVE (NON-POTAEILE /'!ATER}· SIZE PER Fl.AN• (I) DECODER ADDRESS PER PEEi VALVE A5VF SERIES DVSERIES REMOTE CONTROL. ANTISIPHON VALVE -SIZE PER Fl.AN (POTAEILlcJ REMOTE CONTROL VAL VE -SIZE PER Fl.AN (POTA6Lic) -.,,--,,,-y--..,--,,-..,-.---.r-v-...,---.,.-,,~-------...,...,.,'"'--- TLFV-1 AUTOMATI<:; FLUSH VALVE IHI,' ROUND FURPLE VALVE OOX • LOCATION PER PLANS NETAFIM TLAVRV AIRNACWM RE:L.IEF VAL.VE IN 6' ROUND FURPLE V/>J..VE OOX • LOCATION AT HIGH POINT OF DRIP AREA PER PL.ANS AAINEIIRD/NETAFIM WNTROL. ZONE KIT INON·POTAEILE l'IATE~ • SIZE PER PL.AN· (I) DECODER ADDRESS PER PEEi VAL.VE NETAFIM NETAFIM NETAFIM <:;HAMPIOH IRRITROL NaWN KING 6R05. AAINEIIRD FEB VALVE INOT-FOTA6Lic) -SIZE: FER FLAN 1"1111-1 NETAFIM PRE:;sl!RE REGULATING VALVE (PRY) (1-1/2' FOR 11-95 GFM'S I 2x4 FOR~• <$PMS) I NETAFIM TF20616·XXXR112" TEC,HFIL.TER (14-~0 GFM'S) OR. TFl!;l.hll!>-)()()(Xf<l"I 1-1/2' L.ONG Tl¼HFIL.TER (e>-40 &FM'S) INOl<:;ATES DRIPLINE CONNf(,T TO PV<:; LATERAL LOCATION, EAC-H WNNEC.1101< TO HAVE A fWTER HC,-151'-15M (,HE(,K VAL.VE ON PVC, RISER, TYPl<:;AL.. SEE SHEET 41 FOR WNNEC-TIOH DETAIL. 11.50V MAN.JAL. SHJT-oFF VALVE· TO BE LOCATED IHI,' RD. FURPLE VALVE OOX AT END OF' EAc;H PARKl"IAY FOR DRIP-LINE FLUSHING TLAVRV AIRNAWJM RELIEF VALVE -TO SE: LOCATED IN I,' RD. FURPLE VALVE OOX AT HIGH POINT OF EAc;H PARKl"IAY ~ Sb2 SERIES ATM05PHERIC, VA<:;WM 6REAKER 1"1111-1 UNION • L.INE SIZE • MOJNT 12' Hl&HER 11-!AN Hl&HE5T HEAD IN 5Y5TEM AAINOIAL RDWO-EXT CONTROLLER· l'IALL. MOJNT OUTSIDE GARA&E l'IALL (FOR PRIVATE REAR SLOPES) -SIZE PER Fl.ANS OUIC-K COUPLER VAL.VE FOR l<fC,YC,LEO /'!ATER NELWN MODEL. #1645 TRIJE-uNION PLASTIC, BALL. VAL VE -LINE SIZE ELl:C,TRIC, METER/PEDESTAL. BY 011-!El<S -(I.OCATIOH TO SE: DETERMINED) Y'IILKIHS 500 SERIES PRE55URE REGULATOR C-AL. SENSE FMI .256 FL.011 SENSOR HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER FGS-ARY-01 PGS-ARV-04 FGS-3RY-01 FGS-ARY-02 FGS-ARY-05 FGS-3RY-oe FGS-ARY-03 FGS-ARY-0€> FGS-ARY-0"1 PGH-ARV-01 PGH-ARY-04 FGH-3RV-01 FGH-ARV-02 FGH-ARV-05 FGH-3RY-Oe FGH-ARY-03 PGH-ARV-06 PGH-ARY-0"1 SHRLJ6 ROTOR ON 12" RISER SHRU6 ROTOR ON 12" RISER SHRU6 ROTOR ON 12" RISER SHRU6 ROTOR ON 12" RISER SHRLJB ROTOR ON 12" RISER • SHRLIB ROTOR ON 12" RISER 4HRLJB ROTOR ON 12" RISER SHRLJB ROTOR ON 12" RISER SHRU6 ROTOR ON 12" RISER FOP-UP SHRLJEl ROTOR FOP-UP SHRUB ROTOR FOP-UP SHRUB ROTOR FOP-LJP SHRUEl ROTOR POP-UP SHRU6 ROTOR FOP-UP SHRU6 ROTOR POP-UP SHRUB ROTOR POP-UP SHRU6 ROTOR FOP-UP SHRU6 ROTOR 0.1 25' 50 lh 25' 50 3.4 25' 50 O.'I 90' 50 2.0 90' 50 4.2 30' 50 lh 35' 50 2.1 3e' 50 5.5 40' 50 0.1 25' 50 lh 25' 50 3.4 25' 50 O.'I 30' 50 2.0 30' 50 4.2 30' 50 lh 35' 50 2.1 40' 50 5.5 3e• 50 ~@ NETAFIM TLC.V050Ml-B IN-LINE C.HEC-K VALVE -TO 6E LOC.ATED IN 6" ROUND PURPLE VALVE eox LOC.ATION PER PLANS. INSTALL(!) FER DRIP LINE ffiERE SHOHN EL.Ee; TRICAL. FULL. 60X l<fC,YCL.ED l"IATER Mf:TER -DEVELOPER IS RE5PON516LE FOR METER IN5TALLA110H 6/4' HOUSE POTAEILE l"IATER Mf:TER • Mf:Re,HANT EIUIL.DEF/ DEVELOPER 15 RE5PON$16LE FOR METER INSTALLATION• IRRIGATION CONTROLLER· AAIN61RD M!X,50-200 WNTROI..LER I 5Al·R65-50\L.PPIFM-1.25e\R5E (RSE: TO SE: A fWTER "56-M<:;" VANDAL. RE515TANT AAIN 5EN50R/ I SEE SHEET 3 toR ADDITIONAL IRRIGATION DETAILS I I SEE SHEETS 12-13 FOR IRRIGATION SPECIFICATIONS I 5---s-- FEl¾O 625Y RED\.IC,ED PRES5URE BAC-KFLOl"I PREVENTER IRRIGATION 51\16 tti:ili'-· :}ti· -) B q, ,'f;;~R D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FOR IRRIGATION QUESTIONS REGARDING NETAFIM PRODUCTS, PLEASE CALL 1-888-638-4753 2 -4 WEEKS PRIOR TO INSTALLATION. PVC, PAC-IFIC, Fl.A511C-S "C,YC,L.E FLOl"I' C-L. 200 LATEAAL. L.INE • SIZE PER PLAN -12' MINIMJM WIER -:3/4" MINIMJM 51ZE INON-POTABLic) PVC, C,L 200 1..ATEf'AL L.INE -SIZE PER PLAN • 12' MINIM.IM WIER -:3/4' MINIMJM SIZE (POTA6Lic) PVC-PAC.IFIC, Fl.A5TIC,5 "C,Yc;L.E F'L.O1"1' C,L.615 MAIN L.INE (2' OR LARGER) -SIZE PER PL.AN -16' MINIMJM WIER FOR 2·1/2' AND LESS 24' COVER FOR 6'·5-1/2' (FIJRPLE • HON-POTA6Lic) PVC-PAC,IFIC, Fl.A5Tl<:;5 "c;YC,l.E F'L.O1"1" CL.615 MAIN L.INE (2" OR LARG~ • SIZE PER PL.AN ""-,.....,,.....,..-.,.-.,_ 16' MINIMJM WIER FOR 2-1/2' AND LESS• 24' WIER FOR 6'-5-1/2' (POTAEILlcJ~--v---rv-------.---,,,.....,..._,,-.t .._,._-.,,_,-:,--~-~"'--"'-:,,.., NETAFIM ll.Rl"l6-16 Tl¼Hl.lNE FOR l<fC,LAIMED /'!ATER· 16' LATERAL. SPACING-EIURY I,' MIN. 260' MAX. SINGLE LINE LENG11-! PAC,IFI<:; Fl.A5TICS 'C,YC,LE F'L.O1"1" PVC, IRRIGATION PIPE SLEEVE • Tl"IICE 11-!E SIZE OF l"IORKING LINE SLEEVES 51-lALL SE: A:) FOLLOl"IS, • MAINS, l"llRE, AND LATEAAL.5 UNDER VEHIC,LE: PAVING TO SE: IN 5EPAAATE: PV<:; ¾HEDUL.E 00 SLEEVES l"ll11-! 91,' WIER • MAINS, L.ATEAAL.S, ANO l"llRE: UNDER PEDESTRIAN PAVING TO EIE IN 5EPAAATE PVc; ¾HED\..lE: 40 SLEEVES. PIPE: WIEAA&E AS FOLLOl"IS, • LESS 11-!AN 6' IN DIAMETER • (II!>' MINIMUM WIE~, • 6' ANO UP TO !:H/2' IH DIAMTER • (24' MINIM.IM WIE~, • I,' OR GREATER IH DIAMETER • (66' MINIMJM WIER) • SEE SLEEVING C,HART ON PAGE: 0:3 VALVE KEY RE51DEN11AL. VAL VE KEY [3--GFM DEMAND L!:j-VAL.VE SIZE *CONTRAC-TOR TO INSTALL. IRRIGATION HEADS AND LATE:RAL.5 AS SHOffi IN THE:SE: PLANS FOR IRRIGATION OF THE PRIVATE: SLOPES. l"lATER 15 TO PROVIDED ElY A TEMPORARY ON GRADE: -PVC, PAC,IFIC, PLASTIC,5 "C,YC-L.E: F'L.Ol"l" ¾HE:OUL.E 40 WR LATERAL. L.INE: (PURPL.e:/. IRRIGATION VAL.VE:S TO 61: CONTROL.L.E:D EIY BATTERY POl"lERED C-ONTROL.L.ERS PROVIDED 6Y DE:VEL.OPER. REVISIONS, 9/22/08 MM 5/04/10 MM DATE INITIAL ENGINEER OF WORK I ) A S}~,tQ11,.~ I A T E S landscape architecture rla 2681 5333 .'l!:lasion Center Rd. suite 390 •an di~go c.._ 92108 61~ 718 9660 REVISED IRRIGATION LEGEND &: AQDEO OETAIL I 1.-->.) 1 t1.""". PARKWAY REVISIONS . \, t-..t, DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL []TI CITY OF CARLSBAD uTI 2 PLANNING DEPARTMENT 1 IRRIGATION l£G£NO .t NOTES FOR: ROBERTSON RANCH PA 16, 17, & 18 C.T. 02-16 I APPROVED 11;-z, ~ &-, ~ Lpft I ll---t--n DATE PIJ\NNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: _45J-8L RVWD BY: C.T. 04-26 CMWO , I ' A I 0() r A G s MAJNUNE, LATERAL. ANO WIRING IN THE SAME TRENCH PLAN VIEW RUN WIRING BENEATH ANO BESIDE MAINLINE. TAPE AND BUNDLE AT 10-FOOT INTERVALS. NOTES: !-:fCTIO!\I VIEW MAJNUNE PIPE LATERAL PIPE WIRING IN CONDUIT WARNING TAPE -(2) TOTAL -1 ATTACHED TO THE TOP OF MAJNUNE WITH PLASTIC TAPE EVERY 5' ON CENTER 1 -12" ABOVE MAJNUNE ALL SOLVENT WELD Pl-'STK: PIPING TO BE SNAKED IN TRENCH AS SHOWti. TIE A 24-INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30' Oil GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. 1. SLEEVE BELOW ALL HAROSCAPE ELEMENTS WITH SCHEDULE 80 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. (D 30-INCH LINEAR LENGTH Of WIRE COILED @ WATERPROOF CONNECTION(: ) RAIN BIRD SPUCE-1 1 OF 2 @ ID TAG: RAIN BIRO VID SERIES 0 VALVE BOX WITH COVER: ® FINISH GRADE/TOP OF MULCH © REMOTE CONTROL VALVE; RAIN BIRD GB -PRS-D 0 PVC SCH 80 NIPPLE (CLOSE) © PVC SCH 40 ELL ® PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) @ BRICK (1 OF 4) {D) PVC MAINLINE PIPE @ SCH SD NJPPLE (2.-INCH LENGTHJ HIDDEN) AND SCH 4u ELL ~ OMIT PVC SCH 40 MALE ADAPTER PVC MAINLINE PIPE @ J.0-JNCH MINIMUM DEPTii OF .:5/4-INCH WASHED GRAVEL PIPE & WIRE TRENCHING NTS B MASTER CONTROL VALVE a• OF GRAVEL IN VALVE BOXES ATERPROOF ELECTRfCAL CONNECTORS (DO NOT USE PRE-FILLED TYPE CONNECTORS) ,, ',, w\; AV '-'\ • V ', / PIPE SIZING CHART F.M. UPSTREA'-1 DOWNSTREAM SIZE LENGTH LENGTH 1· 10· 5• 1.25" 12.5• 6.25" 1.5• 15• 7.5" 2· 20· 1 o· 3• JD" 15" G) COPPER UNION (1 OF 2) 2 @ REDUCED PRESSURE BACKFLOW PREVENTER: RAIN BIRD RP-QT 0 COPPER MALE ADAPTER (1 OF 2) 0 COPPER 90" ELL (1 OF 4) © COPPER PIPE (TYPICAL) @ FINISH GRADE Q)PVc MALE ADAPTER @IRR!GATION MAINLINE PIPE ® COPPER FEMALE ADAPTER @ "SCHEDULE I< HARD COPPER" PIPE FROM POINT-OF- NOre CONNECTION t. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL @ PRESSURE REDUCER CODES AND HEALTH DEPARTMENT. VERIFY LOCAL ~ U ON TYPE K COPPER REQUIREMENTS PRIOR TO INSTALLATION. @ NI - 2. "sCHEDULE K f-i..'l..RD COPPER" PIPE TO BE USED BETWEEN METER AND BACKFLOW PREVENTER. 3. INSTALL PER CMWD STD. DWG. # W-20 FLOW SENSOR NTS H BACKFLOW PREVENTER 18" 0 18" SATELUTE ASSEMBLY (SA SERIES) NEMA 3~ RAINPROOF" ENCLOSURE (UL LISTED) @ MASTER VALVE RELAY 0 3/4-PVC CONDUIT FOR 120 VAC FROM METERED POWER SUPPLY 0 RADIO REMOTE ACCESS @ PVC CONDUIT FOR CONTROL WIRES, SIZE AS 12 REQUIRED EDJ © i-1/4• PVC CONDUIT FOR COMMUNICATION CABLE TO CCU 0 1" PVC CONDUIT FOR FLOW SENSOR CABLE 4 AEF 9515-ZSP @ ,;a· DIA X a· GROUN ROD W/ #10 GROUND WIRE AND CU.MP ® FILL VOIDS WITH CONCRETE @ HUNTE:R '"SG-MC .. VANDAL RESISTANT RAIN SENSOR INSTALLED AS PER MANUFACTURES RECOMMENDATION. PEDESTAL CONTROLLER NOTE: 0 FINISH GRADE/TOP OF MULCH ® QUICK-COUPLING VALVE WlTH LOCKING PURPLE OP 0 VALVE BOX Wini PURPLE COVER: 6-INCH SIZE © J-INCH MINIMUl'A DEPTH Of 3/4-INCH WASHED GRAVEL @ PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) © BRICK (1 OF 2) 0 PVC SCH 40 STREET ELL @ PVC SCH 40 TEE OR ELL 0 PVC MAINLINE PIPE @ PVC SCH 40 ELL @ 2" x 2" REDWOOD STAKE W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM 1. FURNISH FlTTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. N 0 NOTE': G) ROTOR SPRINKLER 'MTH PURPLE CAP @ PLANT MA TERI AL ~ FINISH GRADE UV RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) @ PVC SCH 40 ELL @ PVC SCH 40 STREEl ELL h\ PVC SCH 80 NIPPLE \.!.,/ {LENGTH AS REQUIRED) ® PVC LATERAL PIPE ® PVC SCH 40 TEE OR ELL @STRAP @H3 REBAR @ HEIGHT PER IRRIGATION LEGEND 1. A SWING PIPE ASSEMBLY MAY BE USED Wini FLOWS LESS THAN 4 GPM. ROTOR SPRINKLER 0 NTS UNITED GREEN TECH ROUND GREO-l Pt.ASTIC VALVE BOX, AMATEK OR EQUAL FINISH GRADE BALL VN..VE JNTEGRAL UNIONS PVC SCH. 40, 45' ELL (TYP) PVC PRESSURE MAINLINE PIPE (SEE SPECS.) 1 CU. FT, PEA GRAVEL 2X4 REDWOOD OR BRICK BLOCKING DEPTH-SEE SPECIFICATIONS I 0 QUICK-COUPLING VALVE T BALL VALVE NTS u 16 15 14 11 0 30-INCH LINEAR LENGTH OF WIRE, COILED @ WATER PROOF CONNECTION (1 OF 2) @1D TAG © REMOTE CONTROL VALVE: RAIN BIRD PEB ® VALVE BOX WITH COVER; 12-INCH SIZE © FINISH GRADE/TOP OF MULCH 0 PVC SCH 80 NIPPLE (CLOSE) ® PVC SCH 40 ELL ® PVC SCH BO NIPPLE (LENGTH AS REQUIRED) @) BRICK (1 OF 4) @ PVC MAINLINE PIPE @scH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL @ PVC SCH 40 TEE DR ELL (Jj) PVC SCH 40 MALE ADAPTER @PVC LATERAL PIPE @3.Q-INCH MINIMUM DEPTH OF 3/ 4-INCH WASHED GRAVEL REMOTE CONTROL VALVE 'l',01////2:W.-077~/2ZW/~ / 315 FEET I 12" MIN REQ. VERT. SEPARATION LEGEND 0 STREET SURFACE @POTABLE SERVICE LINE @ RECl.AlMED WATER IRRIGATION MAINLINE W/ SLEEVE I NCTES: ALI. RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE ANO LABELED /J.S SPECIFIE:.0 IN: "STANDAAD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS• AND "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAlMED WATER tJAINS• OCTOBER 1993 POTABLE MAINLINE CROSSING ~ 0 ® 0 0 POP-UP SPRINKLER @ "\ D" PLASTIC BOX PLANT MATERIAL FINISH GRADE/TOP OF MULCH POP-UP SPRAY SPRINKLER: RAINBiRD-PCS -PCS PVC SCH 80 NIPPLE (LENGTH A5 REQUIRED) PVC SCH 40 ELL PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC LATERAL PIPE ADJACENT PAVING @2 SPARE WIRES AND 1 COMMON WIRE {MAINLINE ONLY) @ FLUSH IN LAWN AREAS, 2• IN SHRUB AREAS. © FINISH GRADE TOP OF MULCH @ 3/ 4" GRAVEL SUMP IN, UNDER AND AROUND VALVES BOX. FILL TO TOP OF VALVE BOX HOLES @INSTALL FILTER FABRIC AROUND GRAVEL SUMP. (j) STUB UP AND CAP IRRIGATION STUB CD MANIFOLD PRESSURE SUPPLY LINE LOCATED UNDERNEATH -PER PLAN ; REMOTE CONTROL VAL\./£ PRESSURE SUPPLY LINE PER PLAN MANIFOLD BALL VALVE MANIFOLD PRESSURE SUPPLY LINE LOCATED UNDERNEATH -1• © QUICK COUPLER BALL VALVE r--,-------- 11 1'-6" 1'-6" 0 QUICK COUPLER @ HEAT BRJ>..ND ALL VALVE BOXES PER SPECIFICATIONS i DECODER TWO WIRE CABLE (INPlJT) WIRE OUTPUT _2 _______ /: 1'-6" NOTE: NO MORE THAN 4 REMOTE CONTROL VALVES ARE TO BE INSTALLED PER MANIFOLD. ALL MANIFOLDS ARE TO BE INSTALLED IN PLANTER AREAS PER SPECIFICATIONS. 2 G) SENSOR ® OBY CONNECTIONS. 0 SENSOR DECODER. S0-210 © TWO-WIRE CABLE ® INPUT ® OUTPUT 0 SOLENOID (VALVE), MASTER VALVE, OR BOOSTER VALVf.. 0 DBY CONNECTIONS. 0 FIELD DECODER. FD-102, 202, 406, 601 0 TWO-WIRE CABLE ® INPUT © OUTPUT 0 RECLAIMED WATER SIGN ® FINISH GRADE 0 ~ 5' X 1-1/4" T POST VANDAL PROOF HARDWARE D TYPICAL MANIFOLD CONFIGURATION E SENSOR & MASTER VALVE WIRING DIAGRAM F RECYCLED SIGNAGE NTS METER 60X AND METER 5 I DEV'IALK--....... CUf<B POTABLE SER.VICE LINE -- ,_ ___ 24"------i 10' MINIMJM TO POTABLE MAINLINE IN STREET RECYCLED V'IATER IRRIGATION MAINLINE WSLEEVE NOTE, 12" Ml IMUM ' ~ .. . . '4 •. ~ ~~ ~ ,/~% 4 -4" MIN. CLEARANCE / ~- %'» ~-- ,(-.../ A ~ PAVING DITCH Q)sLEEVES 0 PVC CAP (TYPICAL) DEPTI-i AS PER SLEEVIIG CHART 4 NOTES: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY .+!EN CROSSING PATH OF A POTABLE Y'IATER LINE. INSTALLATION OF RECYCLED V'IATER IRRIGATION MAINLINE 24" FROM FACE OF 5IDEV'IALK v-llLL PROVIDE Tl-IE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. 1, ALL PVC IRRIGATION SLEEVES TQ SE SCHEDULE 40/80 AS PER SLEC/lNG CHART PIPE. 2, All JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24-INCHES MINIMUM ABOVE FINISH GRADE. 4, MECHANICALLY TAMP TO 95% PROCTOR. J POTABLE SERVICE LINE CROSSING K SLEEVING p NOZZLE ON RISER G) PLASTIC NOZZLE WITH PURPLE CAP 0 BRASS SHRUB ADAPTER @ PLANT MATERIAL © FINISH GRADE/TOP OF MULCH @ U\I RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) @ PVC SCH 40 Ell 0 PVC SCH 40 STREET ELL ® PVC SCH 40 TEE OR ELL ® PVC LATERAL PIPE SEE SHEET 2 FOR IRRIGATION LEGEND AND ADDITIONAL IRRIGATION DETAILS SEESHEETS12-13FOR IRRIGATION SPECIFICATIONS DATE, DRAV'IN SY, TILTED SLIGHTLY BACK FROM VERTICAL LOW-ANGLE SPRINKLER: IF INSTALLED VERTICALLY AT T P OF SLOPE IF STANDARD NOZZLES ARE USED A.T TOP OF SLOPE, TILT HEADS TOWARDS TOE OF SLOPE. INSTALL SLIGHTLY DOWN FROM THE TOP EDGE OF THE SLOPE VERTICAL INSTALL MID-SLOPE SPRINKLER I HEADS HALFWAY BETWEEN VERTICAL AND PERPENDICUU..R TO SLOPE Q SPRAY HEADS INSTALLATION AND FOR ROTORS SLOPES 1/15/08 C-6/MM HOWARD 1-. _______________ _. JOB NUMBER, 2100hb ASSOCIATES, r--S-LE_EV_E_C_H_AR_T_F_O_R_IR_R_IG_A._T_IO_N_P_IP-E-,-----, f ILE, t---~----~----~------tREVISIONS, PIPE SCH. 40180 PVC CONTROLLER SCH.40/80 PVC SLEEVE SIZE WIRES SLEEVE SIZE 314" 2" 1-18 2" landscape architecture TOP L 1 4 CD 4-INCH GRATE ® BUBBLER: RA!N BIRO 1402 0.50 GPM (INCLUDED) 0 ROOT WATERING SYSTEM: RAIN BJRD RWS-BCG (INCLUDES 1402 0.50 GPM BUBBLER WITH RISER, GRATE, SWING ASSEMBLY, 1 /2" MALE NPT INLET, AND BASKET CANISTER) 0 FINISH GRADE ® OPTIONAL PEA GRAVEL OR RWS SAND SOCK (RWS-SOCK) FOR SANDY SOILS @ 1 /2-INCH PVC SCH BO NIPPLE 0 1 /2-INCH 90-DEGREE ELBOW @ 1 2-INCH SWING ASSEMBLY (INCLUDED) ® 1/2-lNCH MALE NPT INLET @ PVC SCH 40 TEE OR EL <D) LATERAL PIPE @ 4-INCH BASKET WEAVE CANISTER ROOT WATERING SYSTEM REINFORCING STEEL DETAIL I 39" MAX. END CAP BLOCK ' cb , ... HORIZONTAL &: VERTICAL BfNQ ~ CONCRETE THRUST BLOCK POLYETHYLENE WRAP N0.4 REINFORCING STEEL NTS I R THRUST BLOCKS FOR 3" < PIPE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1" 1-114" 2" 19-24 2-1/2" 2-112" 25-36 3" ~ CITY OF CARLSBAD ~ -~-----+-~~-+-2J£-lr---t--r-------------4----i---,--,-, L.Qlj PLANNING DEPARTMENT LJQ__j ;:::==:::::=::=========-==~ IRRIGATION LEG£ND .t NOT[S FOR: 1-1/2" 3" 37-48 4" 2" 4" 49-72 6" 2-112" 6" ROBERTSON RANCH 3" 6" 4" 6" PA 16, 11, & 18 C.T. 02-16 NOTE: " --+--+----------+---+--+--+----1 I APP,,5f._v~l 0::-;,_,1 . .Jl_._ I SLEEVE CHART IS FOR THE CONVENIENCE TO THE , ,-. -<,( j. ~ E::!:h!;;fil_ ,Z...ft,, €) ~ CONTRACTOR. CONTRACTOR SHALL PROVIDE ADEQUATE ;::;:PlAN:::;::::=Nl;:NG:;::::===:;-;:::=========:;:::==D=A=TE==:· PIPE SLEEVE SIZE TO ACCOMMODATE THE INSTALLATION DWN BY: PROJECT NO. DRAWING NO. OF THE IRRIGATION PIPE AND WIRES DATE INITLAL DATE INITIAL DATE INITIAL CHKD BY: __ _ "SCHEDULE 80 PVC FOR UNDER STREET PAVING ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 04-26 _453 8L "SCHEDULE 40 PVC FOR UNDER WALKWAYS CMWD / / I I ( I I I I /'D TREE BUBBLERS TO BE 1:f---,.. LOCATED IN PARKWAY ) I I I I I / / I / I I I I / / AAMP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DA TE, 08/:2:2/11 DAAJl'IN BY, C.6/MM JOB NUMBER, :2100.66 FILE, REY15ION5, ROV'! J 123.2 - _______ G \ I I \ 4 123.8 I I \ ' I AAl6ATIOK MAl,...',_NE ANV 111RE5 12' BACK\ GlRl 5 I24.J 55 1115.J 56 1113 57 58 119.1 118.5 "-,HOWARD_'".'_-_, ,;} ,;)> -;..-,.,,, ·'1 '', ASSOCIATES" ,, _,, ,t, ,, landscape architecture ?la 2681 53.83 llh■lo11 Center Rd. ■11-Ue 3St0 ■11.11 ilieao ca 92108 6liil 718 9660 Four Peaks St 6 124.8 59 119. 1 60 119.0 7 125.3 INSPECTOR 8 725.8 61 118.5 I" ROV'I g 126.J ROV'I 62 118.0 \ ' "AS-BUILT " EXP3·3\·\) \c_.· \ b· \S- DATE /Z. ~-l.:;' DATE 63 1115 10 127.4 BENCHMARK: 65 64 1115./ 116.6 DESCRIPTION: Sl4NOARO Al-10 STREET CENTERLJNE WELL AIONUAIENT LOCATION: C£NT£Rl/N£ OF EL CAAi/NO REAL AT ENGINEER'S STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH L£VE1.S (Na COUNTY VERT. CONTROL DA TA) ELEVATION: 68.-179 OATIIAI: IJ.S.C. &-GS. \ 66 115.5 0 20' 40' i i ' !3 1289 67 115. I Scale 1 =40' 8 114.5 120' i North 'l-f/4 \'1.4~ 1u _/ 69 113.6 16 131.0 317 H.O.k,, 17 131.5 132.0 FOR /RR/GA TION LEGEND, NOTES, & DETAILS SEE SHEETS 2-3 FOR IRRIGATION SPECIFICATIONS SEE SHEETS 13-14 FOR PLANTING PLAN SEE SHEET 17 FOR CONSTRUCTION PLAN SEE SHEET 28 CONNECT TO MAINLINE FROM P.0.C. #12 -CONTROLLER 'l.' -SE£ SHEET 12 CONNECT TO MAINLINE FROM P.O.C. # 12 -CONTROLLER 'L' -SEE SHEET 12 KEY MAP EB Not to Seal& 5 04 10 MM PARKWAY REVISIONS ~===+==j~======================t===t===t==jc==i 00 CIT1LA2!G £~~BAD rnJ IHRIGATION PLANS FOH: ROBERTSON RANCH t===~===l======================t==jt==±===±==J r.;;=;~~=:===§=P,~~F! 6.~,1~17.~,~&~~18~~c.r.~. a~12-~16 ,'----r--t------------t--+--le-_J _ _J 1-;::AP-:-::PR=O-:::-VE_D _f1t.di.-=-::=--=-i\_.:Y:::..i.:....-....!!;~""1.bl-"'=£:~~rt__ I Z-~ I~ t=;;~1~;;;r=============================t=;;=t====t====t====1 . PLANNING DATE ~ I DAlE INITIAL DAlE INITTAL DAlE INITIAL OWN BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CtlY N'PROVAL ~g ~; C. T. 04-26 _153 BL CMWD __ -_ ~~--"°'_,_'"""" ~-·~~t--'"'--J ··---•··-·,, •• \ I I !6.8 IRRl6AT1CIN MAI NIDl'IRESl2' OfBROW DITGH r 310 H.O.A. 68.1 JlJ 89.0 " " 178 94.0 -.__~~ ~ -~ ·-177 ·- 921 m&ATIOII VN..Ye I..OGA•~!..;,/,1.,. AT TOE Cr a.oF'E fA5T eRCltlDl'lr.lt 1 ?) 6.~- 3;411 a,TYPlz;~~ PARKV'lAY~ ~_,,._....,/' 8.8 N-51 / • ----- J 72 I" _:::_ 947 I I 18.4 -5 / I" I 96.7 I 171 I ---VALVF~ LOC.ATED I 70 ,Rlsi::WAYBE"MEEN;µ.i~ SIDEll'l.ALK ( J I fl] I ·,·EB .. ~ :i ~~9.I 15.8 B/4" . • I I ~~~> ;jlJ;! • 15.8 _. ~;;1-, , j ~ 5/4" /,___~ ·--~ ~.. 6.5" i 5.2 ~ / _ __ S/4 1, 314" ~~), 6.5 • 3/411 • ¢-/ 130 1/4 i 88.0 ,~~,--OV'l ~fr, ~ ----------- ( ROV'l I \ \ \ 169 \ 168 I 100.3 \ 7025 \ \ \ I \ \ 167 \ 104,5 \ I \ I r----ao----------------------lfiiRl6ATICIN MAINLIIE AND itRES 12' !!ACK CrGIRl !'"c>.;-. s NOTES: 1. MAINLINE AND VALVES SHOWN IN STREET FOR GRAPHIC CLARITY ONLY. WHEN INSTALLING PLACE MAINLINE AND VALVES IN PLANTING AREAS. 2. S££ CITY OF CARLSBAD DWG NO. 433-6M 'ARTERIAL STREETSCAPES' FOR P.O.C. NUMBERS 14& 17, CONTROLLERS'N'& 'Q'INFORMATION. 3. SEE CITY OF CARLSBAD SDP 06-06 'PA 19' FOR P.O.C. #12, CONTROLLER 'L' INFORMATION. APPROVED FOR PLANTING AND IRRIGATION ONLY, PATE, INCLUDING PRECISE PRAl"IN JOB LOCATION OF PLANTING FILE, oe,122111 BY, C6/MM NUMBER, 2100.66 AREAS. REVISIO NS, IAAl6ATIGIN HAI NID 1tl<E5 12' !!ACK (JFC,IR5 ::HOWARD:: .,,,,, ·, ASSOCIATES" •~ •~ " .,, landscape architecture rla 26111 533,3 llh■lon Centa:r Rd.. ■nitc 390 aan clle8<> ca 92108 619 718 9660 -~ 20.I • . -1/2" INSPECTOR "AS-BUILT " I?.· IC-,-I> ' DATE I Z-~-l<=; DATE BENCHMARK: DESCRIPTION: STANDARD U-10 SlR££T C£Nl£Rl/N£ WElL UONUU[NT LOCATION: C£NT£RUN£ OF El CAAi/NO REAL AT £NCIN££R's STAllON 454-f92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (Na COUNTY '£RT. CONTROL DA TA) ELEVATION: 68. 479 DA l/JM.· U.S. C. .t C.S. ( I 166 /06.7 0 i \ \ \\ \ \ \d, i I \ 165 108.7 164 109.3 !6J 109.2 INSTALL DRIP /RR/GA TION PER DETAILS /2\ ON SHEET 41. TYPICAL ALL PARKWAYS. 20' 40' 120' i i Scale 1 =40' i North 5 04 10 MM PARKWAY REVJS/ONS 162 108.5 ROV'l 161 107.14':3.4 16.0 --~ FOR IRRIGATION LEGEND, NOTES, & DETAILS SEE SHEETS 2-3 FOR IRRIGATION SPECIF/CATIONS SEE SHEETS 13-14 ; ,--FO_R_P..!:\LA=N:::::Tl:::'N:::G::::P:::\LA:::N::::S:::'E:::E:::S:::H.:::::'E:::E:::T:::::18==, ¥-.. __ i,. ,i/ FOR CONSTRUCTION P\LAN SEE SHEET 29 KEY MAP EB Not ID Scale ~ CITY OF CARLSBAD I SH4EETS1 I 1----+--+---------------t----t--t---t--1 ~ PLANNING DEPARTMENT 1----l---+----------------+-----t------jt---t-----------i DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IRRIGAllON PLANS FOR: ROBERTSON RANCH PA 16, 17. & 18 APPROVED PLANNING DWN BY: __ _ CHKD BY: __ RVWD BY: PROJECT NO. C.T.' 04-26 C.T. 02-16 DRAWING NO. _453 BL CMWD __ - NOTES: 1. MAINLINE AND VAL GRAPHIC CLARITY VES SHOWN IN STREET FOR MAINLINE AND VAL i:~ ~ ~i::~NSTALLING PLACE 2. SEE CITY OF CARLSBAD D NG AREAS. 'ARTERIAL STREETSCAPES' :G NO. 433-6M 14 & 17, CONTROLLERS 'N' & ,g~;g.gM.NUMBERS 3. SEE CITY OF CARLSBAD SOP 06..fJ6 , II\ TION. P. O.C. #12, CONTROLLER 'L, INFORMA ~~i~• FOR OTHER APPROVAL CITY APPROVAL CONNECT TO MAINLINE FROM P.0.C. # 12 --CONTROLLER 'L • KEY MAP ffi Not to Scale -SEE ~HEET 12 CHKD BY: PROJECT NO. DRAWING NO. RVWD BY: C. T. 04-26 453-BL CMWD ----- ./ I . I / £ TYPICAL E~-'---- FARKJ/'lAY NOTES: 1. MAINLINE AND VALVES SHOWN IN STREET FOR GRAPHIC CLARITY ONLY. WHEN INSTALLING PLACE MAINLINE AND VALVES IN PLANTING AREAS. 2. SEE CITY OF CARLSBAD DWG NO. 433-6M 'ARTERIAL STREETSCAPES' FOR P.O.C. NUMBERS 14 & 17, CONTROLLERS 'N' & 'Q' INFORMATION. 3. SEE CITY OF CARLSBAD SDP 06-06 1'A 19' FOR P.O.C. #12, CONTROLLER 'L' INFORMATION. APPROVED FOR PLANTING AND IRRIGATION ONLY, DATE, 08/22/11 INCLUDING PRECISE DRAJIIIN BY, C6/MM LOCATION OF PLANTING JOB NUMBER, 2100.66 FILE, AREAS. REVISIO ---~ --- I HOWARD:.:: <> ASSOCIATES,;, %•"' i; -~ landscape architecture rla 2681 !>333 llh■lon Ct1ate;s-Rd, eu:Ue 390 ••11 dieso ca 92108 619 718 9660 s• • ..., a - ~~~-- £ TYPICAL EACH) ~_:~/ I I I I I I I -- =====.2-11.2 I I 'LR I o> I -',c 1/ I I I OEOF s-. 7 "AS-BUILT " I i I I I I I I \e-> \b-\5""' DATE REVIE~ED AY: /M'j lr:-f:11 .c,f: INSPECTOR --- L =-:-~--- ---t>-c'-2' 4 ~-\ 3~4 6.8 ' -·, m S/4 ._ 14 • t--Ei.97----··, \ 11 20.1 ~ \--/4 • -. ~:Jf.R16,AtlpH~~,~~~~11- l' -"I/ 'C;'::-:: ' /\~~ \ SIDE OF I POINT OF CONNECTION #3@ STA 104+50 TO BE A 1-1/2" RECLAIMED WATER METER WITH A 2" REDUCED ~--, PRESSURE BACKFLOW PREVENTER. STA TIC PRESSURE AT METER= 102PSIATELEVATION 148'. SEE CIVIL ENGINEERING PLANS, CITY DWG # 433-6, FOR ADDITIONAL RECLAIMED WATER METER INFORMATION. FOR PRESSURE CALCULATIONS SEE SHEET 2. SET PRESSURE REDUCER TQ 75 PSI. CONTRACTOR TO ADJUST AS NECESSARY FOR OP11MUM PERFORMANCE. POINT OF CONNECTION #13@ STA 104+52 TO BE A 1-1/2" RECLAIMED WATER METER WITH A 2" REDUCED "-----I PRESSURE BACKFLOW PREVENTER. STATIC PRESSURE AT METER= 75 PSI AT ELEVATION 148'. SEE CIVIL ENGINEERING PLANS, CITY DWG # 433-6, FOR ADDITIONAL RECLAIMED WATER METER INFORMATION. I FOR PRESSURE CALCULATIONS SEE SHEET 2. SET PRESSURE REDUCER TO 90 PSI. CONTRACTOR TO ADJUST AS NECESSARY FOR. OPTIMUM PERFORMANCE. I CONTROLLER 'M' ---~1 CONTROLLER 'C' I It-::!;:::'\ \Ji/ I \~~f.B CONTRACTOR RESPONSIBLE FOR ALL NECESSARY CONNECTIONS AND MA TER/AlS FROM CONTROLLER •c; AND CONTROLLER 'M' TO ELECTRICAL METER. ~ YALYES LOC.ATED IN PARKYIIAY BETil'IEEN GURB AND SIDEY'IALK (TYP J BENCHMARK: DESCRIPTION: STANDARD M-10 STREET C£NT£RUNE Ml.1. MONUMENT LOCATION: CENTERLINE OF £L CAMINO REAL AT ENCIN££R's STA llON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEV£LS (Na COUNTY 1/ERl CONTROL OATA} ELEVATION: 68.479 DAT/JAi: /J.S.C. &-C.S. ~ TREE BUBBLERS TO BE LOCATED IN PARKWAY 0 20' 40' \ 2" i ' i Scale 1 =40' 120' ' 50.2 v--~~---v""" INSTALL DRIP IRRIGATION PER DETAILS ;.;. ON SHEET 41. TYPICAL ALL PARKWAYS. ~ '~~~~ North FOR IRRIGATION LEGEND, NOTES, & DETAILS SEE SHEETS 2-3 FOR IRRIGATION SPECIFICATIONS SEE SHEETS 13-14 FOR PLANTING PLAN SEE SHEET 20 FOR CONSTRUCTION PLAN SEE SHEET 31 ( KEY MAP !fl Not to Scale 2 25/09 MM I REVISED /RR. -ENTRY MONUMENT DELETION l""-"--'-'-=f----"'"'--1.t.£.:.-"=-"'-'-'-~=-"--------+---+---+---+-----I LQZJ CIT1LAN~!G £~J&rBAD ui] 5 04/10 MM PARKWAY REVJSJONS IHHIGATION PLANS FOR: ROB£RT~ON RANCH PA 16, i 17. &-18 C.l 02-16 f----¼---1--------------1----1----1---1----1 I A_P_PR_o_v_Eo__._/-Ft_~::::~"""-1-\ .:=4:i-_,f::=\\_,=¾f"----LZ. :::s.,-1_,, I _ Pu\NNING DA TE . DATE INITIAL ENGINEER Df WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL C1TY APPROVAL OWN BY: PROJECT NO. DRAWING NO. 2:8 ~! C.T.i 04-26 _453 BL CMWD __ -_ SEE SHEET 06 FOR THIS AREA NOTES: 1. MAINLINE AND VALVES SHOWN IN STREET FOR GRAPHIC CLARITY ONLY. WHEN INSTALLING PLACE lv!AINLINE AND VALVES IN PLANTING AREAS. 2. SE£ CITY OF CARLSBAD DWG NO. 433-BM 'ARTERIAL STREETSCAPES' FOR P.0.C. NUMBERS 14 & 17, CONTROLLERS 'N' & 'Q' INFORMATION. 3. SEE CITY OF CARLSBAD SDP 06-06 'PA 19' FOR P.O.C. #12, CONTROLLER 'L' INFORMATION. DATE, ~~ L£,. TYPICAL EACH_,_~ PARKV'!AY _r-- ~~-~-../J oe,12211I • -tJ • APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DRAY-IN BY", C.GJtv!M JOB NUMBER, 2I00.bb FILE, ·~" ·i> ASSOCIATES,, ,; ,. ,> .;, landscape architecture rla 2681 5333 .lll••lon C01nter Rd. ■uite 390 •a.n diesn ca 9!.1108 619 718 9660 REVISIONS: ----- I I I ----- -? .9<0 <-5 I I I I I I I I ROV-. s?,7, q'9 SJ . "' ) I I I J10N I I I ~:R:::::::~::E:::·~~) \ ON SHEET 41. TYPICAL ALL PARKWAYS. •-'-.___/'._.,,___/...._,...._,...._, ...._, ...._✓"-✓"--"--✓--~ "AS-BUILT " e£~ BENCHMARK: DATE INSPECTOR DESCRIPTION: STANDARD M-10 STREET CENTERUNE WELL MONUMENT LOCATION: C£NTERUNE OF El CAMINO REAL AT £NGINEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS {NO. COUNTY VERl CONTROl. DATA) ELEVATION: 68. 479 DA ll/M: U.S. C. &-C.S. I 0 I l'IIRESATnE '-Dl1al 20' 40' I I 5/04/10 MM DATE INITIAL ENGINEER Of WORK -ROV-. 120' Scale 1 = 40' I North A PARKWAY REVISIONS REVISION DESCRIPTION - ROY'! ~/4 -··-··-·· 7 ( f KEY MAP !fl Not to Scale [gf}< : . I ~1 ,I NI--11'-il\ r1ii / I ,Ill--, ✓ 1/ 6.0 .-'t<H~ ~-fv-'i., -'"''"'l , .... / iii ~-~,,, \) 1q.4jG\ FOR IRRIGATION LEGEND, NOTES, ---w ,"' I '}!- & DETAILS SEE SHEETS 2-3 r '----l_ I" / I ~ I FOR /RR/GA TION SPECIFICATIONS .2'TYP.BETJ/IIEEN SEE SHEETS 13-14 VALVES IN MANIFOLD FOR PLANTING PLAN SEE SHEET 21 FOR CONSTRUCT/ON PLAN SE£ SHEET 32 I Saal CITY OF CARLSBAD I sH415 I PLANNING DEPARTMENT INNIGATION PLANS FON: ROBERTSON RANCH PA 16,,17, &-18 C.T. 02-16 APPROVED 1-c.--~1 L, _ t:dJ -.ll.-rz~-l' PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INmAL DATE INITIAL CHKD BY: C.T. 04-26 453 BL OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD __ - I I I I I I / I CONNECT TO MAINLINE FROM P.O.C. # 17-CONTROLLER 'Q' ~--; -PROJECT NO. CT02-16 -CITY DWG # 433-BM -1>--1;, __ ~ I --~J-JJ---= • I '--' _,_,. *' ~--~---' "' I 6_> : 6' -:: ! ~! ~ • . 1•-.. _J ~~-- I;,-re,, -i>---1>---,,i ,._ --go: ,-,, --, ;;!'=_--~ \JJ/ VJ' -- ~·1 ~I r1' -A' .w..~ ··-·· "0J;, ! -> I ' . . [ii] ! ~! . I ··-··-= ('-i ~=-=::- --j- ,!" .. :2' [BJ -------· -----.-----@ p -- -~---:::::: ---=----.,.~----=-=..--==c: @- I' ;;;;:::--::::: NOTES: 1. MAINLINE AND VALVES SHOWN IN STREET FOR GRAPHIC CLARITY ONLY. WHEN INSTALLING PLACE MAINLINE AND VALVES IN PLANTING AREAS. 2. SEE CITY OF CARLSBAD DWG NO. 433-6M 'ARTERIAL STREETSCAPES' FOR P.O.C. NUMBERS 14 & 17, CONTROLLERS 'N' & 'Q' INFORMA TJON. 3. SEE CITY OF CARLSBAD SDP 06-06 'PA 19' FOR P.O.C. #12, CONTROLLER 'L' INFORMATION. - ., -----@9 - APPROVED FOR PLANTING AND IRRIGATION ONLY, DATE, DRA!"IN oe,1221II SY, CG/MM HOWARD:: INCLUDING PRECISE LOCATION OF PLANTING AREAS. JOB NU MBER, 2100.66 FILE, NS, REVISIO 0 ASSOCIATES~ ,, ,,, landscape architecture !'la 211181 s:133 11i11io11 c~atar Rd, •uite 390 •an dh,,o ca 92108 619 718 9660 NOTE: SEE PROJECT NO. CT 02-16 'ARTERIAL STREETSCAPES' FOR P.O.C. # 17 • CONTROLLER 'Q' -PROJECT NO. CT02-16 -CITY DWG # 433-6M !11111111 ---11111111 1111111l1111111111 111111111 1111111l11-1111111 I Fr' ===== "" ., '-- ROIAI "AS-BUILT " \7,-\Co· I~ DATE REVl:;:J~Y: ~ ~ CT-\:;:JL.c,j\: INSPECTOR TREE BUBBLERS TO BE LOCATED IN PARKWAY MA TCJ-f LINE SEE SHEET 08 1111111111 1111111 ~ --~=== @] ~ ArapahoA 0 llllllll!IIIIIIIIIWll!illlllllllllllllll!~IIIIIIIII -&- -- !Mi ~ ~TYPICAL~ PARKV'lAY/ ~~~-~ 11111111 lllill!ll iiiiilil 111111111 lllllllll 1!1111111 111!111 ,-. .r~.e-. 1 ------ ~- EV6E . I It I \))11'1 I : :i;; II> I I I i1 j 2-1/2 /" .. . . . . . . . . . . . . . i .. -7A CONNECT TO LATERAL FROM P.O.C. # 4 -CONTROLLER 'D' -PROJECT NO. CT02-16 • CITY DWG # 433-6M ./ / / \ INSTALL DRIP IRRIGATION PER DETAILS ~ ON SHEET 41. TYPICAL ALL PARKWAYS. f BENCHMARK: DESCRIPTION: STANDARD Al-10 STRID CENTERUNE IIElL AIONVAIENT LOCATION: CENTERUNE OF EL CAMINO REAL AT ENGINEER's STAllON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LE'vfl.S {NQ COUNTY VERl CONTROL DA TA) ELEVATION: 68.479 DATUM: U.S.C. ,t GS. 0 20' 40' i ' i 5 04/10 MM 120' Scale 1 = 40' ' North PARKWAY RE.VISIONS FOR /RR/GA T/ON LEGEND, NOTES, & DETAILS SEE SHEETS 2-3 FOR /RR/GA TION SPECIFICATIONS SEE SHEETS 13-14 FOR PLANTING PLAN SEE SHEET 22 FOR CONSTRUCTION PLAN SEE SHEET 33 KEY MAP !fl Not to Scale ~, CITY OF CARLSBAD II SHEETS I 1-----1----1---------------t---+--t----t---j ~ _ PLANNING DEPARTMENT _ 41 1---l----t-----------t--t------t--t------J INNIGATION PLANS FON: ROBERTSON RANCH PA 16, 17, & 18 C.T.02-16 I APPROVED ii;;(\ s:::-Eil--dt !Z-'Z-~-~..:1 t====t===j============================t====t===~====+===~ !:::· P::::LAN::::::Nl;::NG;::::::==:;--;:::=~===~=-==;;::;,:::7.D;=,A~TEc=:::~-DWN BY: ---1 PROJECT NO. DRAWING NO. ~~g :;--1 C.T. 04-26 _4_5_3 :8.L DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INmAL OTHER APPROVAL CITY APPROVAL CMWO __ - , 1' \ I 50.4 M-21 \ 60h ' ' 14.8 I LOT • •' ' ~ ----, ,..., .. 1-1/2 I- 2-1/2 ,~r_l,,~-~\~-l~-1~/4~F~1='iF4F=w=:::::i;i~ef1~~=~---=.--=.--=._ -_ -_ --~l--_J~~--1.~:;~;: --------- ----H/2 s;4 - ~-') c~ ';----._ ---S;4 -~--'---__j SEE SHEET 4 FOR AREA SURROUND/NG PARK NOTE: MAINLINE ANDVAl:i(ES f.HOWN IN SIDEWALK FOR GRAPHIC CLARITY-0/ljj. Y. v/iif;N INSTALLING PLACE MAINLINE AND VAL VES\fNJJJ AN,TING AREAS. LOT 64 _514 _____ _ 21.4 22.1 I I <1 SEE SHEET 4 FOR AREA SURROUNDING PARK F: R GRAPHIC CLARITY ONLY. WHEN INSTALLING ( Pf-ACE MAINLINE AND VALVES IN PLANTING AREAS~ 0 5' 10' 30' I I I Scale 1 = 10' I DATE, 08/22/11 ' ' \ \ \ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DRAl'iN BY, C-6/MM HOWARD '" 0· F; 1',IM~h-:, ,, •> 1-ASSOCIATES 1" JOB NUMBER, 2100.66 FILE, REVISIONS, 1; , •• -i, s landscape architecture rl11 2611:1 5333 ltia ■iun Center Kd. •uite, a90 aan dicgo ca 9.2108 619 118 9660 ' -' \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ I I I I I I i I ---11 ------ l 1 ---- ' \ I i I i I \ I \ I I I I \ I I I ao . I . . I . I LOT Cf LOT 63 "AS-BUILT " ~,,,,}) i;;. lG · !co EXP <3,1 -I] DATE ?(o~\ . LOT 43 BENCHMARK: DESCRIPTION: STANDARD Al-10 STREET CENTERLINE WEl1 MON/JMENT LOCATION: CENTERLINE OF £L CAMINO REAL AT ENG!NEER:i STAllON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS {Na COIJNTY VERT. CONTROL DA TA} ELEVATION: 68.'l-19 DAll/AI: U.S.C. Jt C.S. \ 1' 51.1 5/04/10 MM /-')._ PARKWAY REVISIONS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION S/:l:EV'ES AS SHOWN HERE, SHEET4FOR l IA TION LAYOUT IN M DIANS DATE \' \ \' \ \_' . . \ . . ' . I I I I I I I ---- \ ( \ ~/ ----------- ------- INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ------------- 0 5' 10' i i i Scale 1 = 10' FOR DR/PLINE /RR/GA TION DETAIL$ SEE SHEET 41 FOR IRRIGATION LEGEND, NOTES, & DETAILS SEE SHEETS 2-3 FOR IRRIGATION SPECIFICATIONS SEE SHEETS 13-14 FOR PLANTING PLAN SEE SHEET 23 30' FOR CONSTRUCT/ON PLAN SEE SHEET 34 ' KEYMAP !fl Not to Scale NEIGHBORHOOD PARK LOT306 I I I I I I I I I I I I I I ' ~ <;'( ~ t1: § i I I J I I I I I I I I I I I I I ' FOR DR/PLINE IRRIGATION DETAILS SEE SHEET 41 FOR IRRIGATION LEGEND, NOTES, & DETAILS SEE SHEETS 2-3 FOR IRRIGATION SPECIFICATIONS SEE SHEETS 13-14 FOR PLANTING PLAN SEE SHEET 23 FOR CONSTRUCTION PLAN SEE SHEET 34 GREENBELT LOT307 LJQJI CITY OF CARLSBAD II SHEETS I : PLANNING DEPARTMENT : 4 1 /HR/GA TJON PLANS FOR: ROBERTSON RANCH PA 16. 17. & 18 C.T. 02-16 I APPROVED PLANNING ~l ~ ~~tr (-&-~·l'?I DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: C. T. 04-26 _453 BL CMWD __ -_ KEY MAP i'f! Not lo Scale I I .' FOR PLANTING Pl...l:;N SEE EfHEET 24 / FOR CONSTRUCTION PLAIV SEE SHfET 35 FOR IRRIGATION LEGEND, NOTES, & DETAILS SEE SHEETS 2·3 FOR IRRIGATION SPECIFICATIONS SEE SHEETS 13-14 ------- I I I I I I I I I -----, \ \ \ i! I m\ \ \ LOT 16Cf ' .fl E_SHEET.5-f!ORAREA- S ROUNDING PAffK I I I I I I \ \ \ \ \ J I ----J __ j_~--- ______ _.,/" I I I I I I I I I I I I I I I I I I I I I I I I I IRRl6Ai10N MAIN.INE ~ AND IIIRES LOCAT1:EPl2'el:HIND Arapaho Pl. • ;,0 ----2?~ (IYP J ~------e----~-----;.r/J , .· • SEE SHEET 7 FOR AREA SURROUNDING PARK 0 5' 10' 30' i i Scale 1 = 10' LOT 130 North \ 2 I 3 \ \ l_._ '· \ \ \ l.. ..___ ' ,/ IAAl6ATJON1'1AINLINE O AND 111ilfs 12' FROM 0 51DEl'W.K I \l I 1-1/4~- :3 4 I I I I I I I I I \ -', :35.2 16.I 68."f \ I \ I i \ I \ \ \ I \ ~ \ \ 1 \ I I \ I \ \ I I \ ' 12' PIL PILAS'IER ---- \ 2" LOT -,q4 • • f I" • / I \ / < LOT 2CfS • / I" 3/4 I • ------FFSlSTREET NEIGHBORHOOD PARK LOT 309 FOR DR/PLINE IRRIGA TJON DETAILS SEE SHEET 41 AlanderCt. NOTES: 1. MAINLINE AND VALVES SHOWN IN STREET AND SIDEWALKS FOR GRAPHIC CLARITY ONLY. WHEN INSTALLING PLACE MAINLINE AND VALVES IN PLANTING AREAS. 2. SEE CITY OF CARLSBAD DWG NO. 433-6M 'ARTERIAL STREETSCAPES' FOR P.O.C. NUMBER 17, CONTROLLERS 'Q' INFORMATION. I i I \ APPROVED FOR PLANTING AND IRRIGATION ONLY, DATE, oe,122111 DRAY'4NBY, C,<S,/MM H O W A R D :: : ~., INCLUDING PRECISE JOBNUMBER.,2100.66 LOCATION OF PLANTING FILE, ARE As. REVISIONS: ·'1> ASSOCIATES i .,, .. , I a n d s c a p e a r c h i t e c t u r e 4\,~'-'t'-'~~--'-/ rla 2fl81 6333 lli■.ton Center Rd. ■uUe S9D ■■a diega c■ 9:.1108 619 '/18 9tiliO NEIGHBORHOOD PARK LOT 308 REV!::?!' ~\ Cf f;:ll,-ei\:: INSPECTOR BENCHMARK: DESCRIPTION: LOCATION: ST,,W/JAR/J M-10 STREET CENTER!.IN£ WEll MONIIMENT CEN7£RL/N£ OF £l CAMINO HEAL AT £NGIN££R's STA l/ON 454+92 PER R.S 1800--1 RECORD FROM: COUNTY BENCH lFYELS (Na COUNTY VER[ CONTROL IJA TA) ELEVATION: 68.479 IJAl/JAI: 11.S.C. & C.S. 0 5' 10' 30' i i i Scale 1 = 10' i FOR !RR/GA TION LEGEND, NOTES, & DETAILS SEE SHEETS 2-3 / FOR IRRIGATION SPECIFICATIONS ~ : . SEE SHEETS 13-14 ~~ - ;..._FO_R__!P!:::iA:::N:::T.:::7N=G=P=iA=N:::S:::E:::E:::S:::H.:::'E:::E::::T 2=~==:::, /Ir ; ... f FOR CONSTRUCTION PLAN SEE SHEET 35 KEY MAP i'fl Not lo Scale 5 04/10 MM PARKWAY REVISIONS ~~~~~=-----t--r--t---t-----1 ~ CITY OF, CARLSBAD ~ LJJ._j PLANNING DEPARTMENT L_i1_J !NN/GATION PLANS FON: ROBERTSON RANCH PA 16.; 17, &-18 c.[ 02-16 I APPROVED -\ 4--E-H,4T" ~-t$.n I t====t===i==========================~====+===~====+===l ~-P:::LA:::N=;NIN;;';G====;:-;:==:;;:~~:::;==:::,;::;;=-,=.D:;;A7::TE~_ OWN BY: --PROJECT NO. DRAWING NO. ~~g ~;--C.T. 04-26 _453 BL DATE INITIAl REVISION DESCRIPTION DATE INITIAL DATE INITIAL ENGINEER or WORK OTHER APPROVAL CMWD __ - CONNECT TO MAINLINE FROM P.O.C. # 12-CONTROLLER 'L' - PROJECT NO. 453-BL -'..DA 19' CONNECT TO MAINLINE FROM P.O.C. # 12 -CONTROLLER 'L' - PROJECT NO. 453-BL -PA 19' SEE PROJECT NO 453-9L -PA 19' -SHEET 4 FOR THIS AREA CONNECT TO LATERAL LINE FROM CONTROLLER 'L' - PROJECT NO. 453-9L -'PA 19' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I I I I I I I I I I 66.0 I 6 MATCH LINE SEE SHEET 08 DATE, 08/22/11 DRAl"lN SY, C6/MM JOB NUMBER, 2100.66 FILE, REVISIONS, -·-c:::i I :::HOWARD:::: ,,, ,, .• ASSOCIATES'> ,:, -;,, -~,,landscape architecture rlll 2(181 S383 llhllion Center-R4. •uitc, 390 aan diego ca 9r.t108 619 718 1HifiO 5 STUB FOR VALVES L-28 & L-29, SEE SHEET06 ' ~~? i -~ " ' " ' , __ ""- MATCH LINE SEE SHEET 0? "AS-BUILT ,, \ '2,.,-\(:,.IS- P •• EXP. ,:. SI· I 1 DATE REVl~Y: ~-e~~"°:lt 1z.. Vb.-1"7 INSPECTOR DATE ,..L BENCHMARK: DESCRlf'flON: STANOARO /J-10 SlREET CEN1ERUN£ 11W. MON/JMENT LOCATION: CEN1ERL/N£ OF El CAMINO R£Al AT ENGIN££R's STA llON 454+ 92 P£R R.S 1800-1 RECORD FROM: COUNTY 8£NCll l£V£lS {Na COUNTY V£Rl CON!ROL DATA} ELEVATION: 68.479 OAT/JAi: IJ.SC. Jt C.S 0 10' 20' i i i STUB FOR VALVES L-26 & L-27, SEE SHEET 04 ~,. 5/4" I" •-7w•a ....... !" 60' Scale 1 = 20' i North t\'' , -, ' FOR IRRIGATION LEGEND, NOTES, & DETAILS SEE SHEETS 2-3 FOR IRRIGATION SPECIFICATIONS SEE SHEETS 13-14 FOR PLANTING PLAN SEE SHEET 25 FOR CONSTRUCTION PLAN SEE SHEET 36 ---"'")) ,_ /4 ,,.,..-,,--~~,~."=· ·:~~ /" ( --1/ --~'' f C ,~ \ KEY MAP !fl Not ID Scale g '.22 VB MM R£VIS£D IRRIGATION 5 04 10 MM DRIP /RR/GA TION R£VIS/ON ~~_µ~!!!!:....c==!.!....!.!!=e:..:__-----t--t--t--t-, UL] CIT!LA2!G £~~BAD ~ Lili 2/11/15 JH AS-BUILT PLANS SH££T 12 & 15 DATE INITIAi. DATE INlllAl.. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL INNIGAllON PLANS FON: APPROVED ROBERTSON .RANCH PA 16, 17, & 18 C.l 02-16 DWN BY: ---PROJECT NO. DRAWING NO. ~~g ~;--C.T. 04-26 _453 BL CMWO __ - PART I -<,,ENERAL I.I <,,ENERAL CONDITIONS, Th<1 9eneral conditions, sp<>clal <-onditlons, and Division I, c,r9 an add<>d part ol thl& e<>ctlon and th., contrai:,t lor thi& V'lork shall appl~ to this section as f'ul!~ a& If repeated herein. 1.2 ¼OPE, Th<1 "ork in<-lvdes all servl<-<>s, laoor-, materials, transportation and equipment nei:,es,i.ary to perForm th., V<ork indli:,ated on th<> dral"<in9s and as specified. o .... ner/developer V'llll obtain and pay all perm•ts required by governing authoritie&. All on eit<1, r8"1aimed l"<ater piping shall b<> installed in accordan<-<1 l"lith th<1 vniForm plumbing e,ad<> and oll other loi:,al governing codes, rv'es, and re9ulatlan. All p•ping shall brmarently marked l"lith th<> manvFactvrer's name or-trademor~ nominal size, and 5Ghedvl8 or c.las5-indic::.oting the press1Jra r"ettin9. PERMITS AND LICENSES Unless other,.ls<> stated, secur<1 th<1 reqvired license:> and perm•ts including payments of charge,. and Fee,., glv<> r<>quired notices ta public. avthorities, and v<>rlFy permits see,vred or arrarg<>ment:> mad<> by other:> affecting th<1 >'lark aF this section. v'ioter meter& and pa .... er meter:> 1'1111 b<> the responsibility aF the Ol"lner and/or his repre,i.entatlve Far in,;tallatlon and p<>rmit Fee:>. 1.2.1 RELATED V'lORK, I. Landsi:,aping se<-tlon 02400 2. Compllan<-<1 to City of Carlsbad rei:,laimed l'IOter standard:> 1.2.:2 QUALITY ASSURANCE .I QUALIFICATIONS OF INSTALLERS Provide at lea,;t one person l"lho shall be preeent at all time& during exei:,utlon of thi:> portion of the l"IOrk and l"lho ,;hall be thoroughly Familiar i"ilth th<1 typ<> of material:> being installed, the material manuF0<-turer'e recommended method& of insk,llatlon, th<> City of Carlsbad reclaimed "ater o,tandords and >'Iha shall direct all l'IOrk performed under this section. .2 CODES AND STANDARDS In addition to complying ,sith oil p<>rtinemt codes and regulations, comply .... 1th th<> latest rul<>& oF the National Eiei:,trlcal Code and Elei:,trl<-al SaFety Order:> ol the Stata of California, division& of industrial safety, for all electrical l"<ork c:,nd materials. Reier to the latest edition al the <,,reen Soak Standard Spe<-iFli:,atlono for public. "'orko con,otruGtlon ,share appli<-oble. The City of Carlsbad rei:,laimed .... ater standards, latest editions and rules and regviatlon For reclaimed ,..oter eervi<-e in the City ol Carlsbad. Latest edition• ar<> incorporated into these specification• by reference ,shera reclaimed .... ater io proposed. 1.9 SUBMITTALS, .I Svbmit complete material list prior to p<>rlorming any "'ork. Svbmit catalog data and lvll descriptive l'teratvr<1 v.hooever th<1 vse ol item,o diFl<>rent than thoea specified io reqveeted. Svbmit notarized certificate:> by plastl<-pipe and fitting manufactvrer:> indi<-ating that material complle,o l"lith speciFIGatlono, vnleso material has been prevlovsly approved. .2 Svbmit material i:st veing th<1 Follov.ing layovt (Dovbl<1 spaced beti"leen each item) Item Description ManvFoctvrer Model No. I. Pressvre Mainline La,e,co SCH. 40 2. La,sn Head Rainbird 1006-12F 9. Etc. Etc. Et<-. .9 Equipment or material,:, installed or lvrnished V<ithovt the prior approval ol the Lands<-ape Architect or City inspector may be re Jected ond svch material• removed From the site at no <>xpen,e,e ta the o.-.net"/develop<>r. . 4 Approval ol any items, alternative, or eubstitvtlon indi<.ates only that the prodvct(s) apparently meet th<1 requirements al the dra..,ings and spec.iFlcatlono on the bas'• ol the information or samples ,wbmltted. .5 The contractor is respon,e,ibl<1 For performance ol svbetituted items. II ,oubstitvtlon prove:, to br/developer. 1.4 <,,UARANTEE, . I Submit .-.ritten gvarantee in approved form that all i"IOrk sho..,ing deFei:,ts In material,:, or ,.orkmarship v<ill be repaired or replaced at no cost to the Ol'!ner/developer For a period ol one ~ear From the date ol aG<-<>ptan<-<1 by tha ov.ner/de:ve:loper. .2 Th<> gvarantee Form shall b<> retyped onto the contra<.tor'• letterhead and contain the Follol"llng lnFormatlon, A. <,,uarante<1 For irrigation system -(Proje<-t name). i"ie hereby guarantee that th<1 lrrl9atlon system..,., hav<1 lvrni,;hed and installed /or (project name) io free From deFecto in material• ond l'!orkman,e,hip, ond the ,.ork ha& been completed in aG-c.Qr,kmc.o Vllith tho drav-1in3s and $peG-ir'Tc.atlon3, or-dinar~ ~eClf' and taGlr" and unv51JC1I abu!>e, or neglect ex<-epted. i"ia agree, to repair or replai:,e any del8"ts in material or v<orkmanship ,shlch may develop dvring the period of I year from dat<1 of acceptarc<> and olso to repair or replai:,e any damage resulting from the repairing or replai:,ing ol svch defect& c:,t no additional i:,oet to the o,sner/ develop<>r i"ie shall make svch repair• or replacement& l"<ithin a rec,sonabl<1 time, a:, determined by th<> ol'!ner/develap<>r, after receipt,:, ol Y"lritten natii:,e. In the event of avr Failur<1 to make, svch repair• or replacement,o l"<ithin a rea,e,onable time after rei:,elpt ol Y"lritten notice From tha Ol"<ner/developer, "'" authorize the o,sner/developer to proceed to hava said repair• or repl0<-ement• made at ovr expens<1 and "'"' .... 111 pay tre coeto and Ghar9<10 th<>reFor<1 vpon demand. El. PRO.JEC T, (Pro j<>ct name) c. LOCATION, (Legal deecrlptlon al pro je<-t property) Signed, Title, Address Telephone Slgnatvr<1 and Date, 1.5 OElSERVATION, 1.5.1 INSPECTION SCHEDULE .I In all i:,c,se,o l'!here, observation ol the sprinkler system "'ork is reqvired and/or ,.!,er" portion• ol the >'lark are, specified to be perlormed vnder the direc.tlon and/or ob<servatlon ol the Landscape, Arch•tei:,t or City inspector. Th<1 i:,ontractor is reeponslb!e for notifying the Landecap<1 Architect or Lard,;cap" COordinotor in advance For th<1 Follol"llng Inspections, ai:,i:,ording to th<1 time indl<-oted, A. Pre-Job i:,anfe>rence -1 calendc,r day• El. Location ol Irrigation eleev<>• -4e, hour• C. Layovt of e,ontrol equipment, sprinkler heads and piping -4-e hours D. Pre,e,,e,ure mainlin<1 installation and testing -4e, hours E. ConFormani:,e to re9vlatlone For rei:,laimed l'later -4-e hour3 F. Lateral trenc.h ciepth GheGk -4e, hovrs G. Cove:rag<1 test -4-e hovrs H. Final inspection -4-e hovrs I. Notify th<> City of Carlsbad 24 hovr• in advance, or beginning i"lork (1W) e,15..e,1oe, .2 i"ihen Inspections have be<>n i:,ondu<.ted by other than the Landscape Architect or th<1 Lardscc,pe Coordinator, shol"< evidence ol V'lhen and by ,shom thes<1 inspections v,ere mad<>. . 9 No inspe<-tlon >'Iii! GommenG<1 i"ilthovt as--bvlit dral"<ings. in the event th<> contractor call3 for an inspe<-tlon "'ithout as-built dral"lings, ,.;thovt compl<>tirg previously noted corrections, or V'l•thout preparing the s~stem For inspection, the contractor shall be r<>eponeible For reimbursing thet Londsc.c:;ipe ArGhit.e.c.t or the Lcind~ccipe, C.-ool""dinator'" at th" r-at." or t-100.00 per hovr (plus any transportation coet) For the ini:,onvenlence. No Fvrther inspectlon,o .... 111 b approved prior to ba<-kfllling mainline treni:,h. lh TESTING, <,,ENERAL .I Fvrnish all necessary testing eqvlpment and p<>rsonnel to meet testing reqvirement. .2 Corre<.t all defei:,t and retest vntil aG<-eptanc<1 by o,sner and City. lh.l TESTS .I Make hydrostatic teet:> only In the presenc<> of the City Inspector • a re,preeentative of th<> ol"lner/developer. Air pressvre check all line• that cavld ""'aken or damage any major strvi:,tvres or hardsi:,apes, If "'ater ""re vsed. No pipe shall be backfilled vntll it has been inspected, tested, and approved (inclvdlng as-bvilts). .2 Furnish ne<-essary Force, pvmp and all other test equipment. . 9 Test all preesvre r,,ainline• vnder a hydrostotlc pressvre of 125 P.S.I. For" period or Favr 1-'iours. . 4 All testing shall b<> approved prior to the, installation ol remot<1 control valve&, o,vl<-k G-01.Jplon,, or otheir valve as$embliea. .5 All piping und<>r paved areas shall b of 125 P.S.I. For a p<>rlod of Fovr hours ond prov<>d .... atertlght, prior to the paving op<>rc:,tlon. lh.2 ADJUSTING SYSTEM .I The i:,ontractor shall flvsh and adjvst all irrigation head:> and valves for optimvm p<>rForman<-<1 and ta prevent aw:,r 5proy onto "'alks, roadl"lays, building•, "all:> ard other ;,tr1.,1ctvre9. . 2 Ir it io determined that adjsstmento, in the irrigation equipmemt or nozzle change:> ,..111 provlda proper and mare adeqvate <-ove,rag<>, make all such changes or maka arrangements l"<ith manvfacturer ta hav<> c,djvstment mad<>, prior to planting. . 9 Adjvst remote> control volve• (battery system,o) 50 that th<> most remote sprinkler head• operata at the pressvra recommended by sprinkler manvfai:,turer. 1.6.9. COVERAGE TEST .I V'tlen the Irrigation system is complete>d, the contractor 5hall p<>rform a coverage te,;t In the presenG<1 of th<> Landscape Archit8"t, Landei:,ope Coordinator or City inspector, to determine If th<> >'later cover09e For planting area• is i:,omplete and adeqvate. Furnish all materials ond perform all ,.ork reqvired to e,orrect any lnadeqvacle• ol coverag<1 dva ta deviations from th<> plan:> or ,shere the system has been ,.illfully installed a:> indicated on the dra..,ing:> l'lhan it io obviovsly inadeqvat<> or inappropriate,, .-.ithovt bringing thi:> to the c:,ttention of th<> Land5Gap<1 Arc.hltect or Landscape Coordinator. T'n'• test shall ba OGGomplished be/ore any grovnd caver of tvrr :., planted. 1.6.4 DIRECT ElURIAL CONTROL V'!IRES .I All .-.iring shall be tested /or Gontinvity, open circ;vits and vn1ntentlona1 grovnds prior to Gonnei:,ting to:> equipment. The, minimvm insvlatlon resistan<.e to ground 5hall be rilty (50) megaohm9. Any ,siring not meating this reqvirement shall be replai:,ed, at the e,onEroctor'& expense. 1.6.5 FINAL A0EPTANCE .I i"ihen all "'ork undar thio <,ontract has been completed, ln<-lvdlng testing odjvstment9, aciditlon• or daletlons, the <.ontrai:,tor .... 111 notlFy the ol"<n<>r For linal inspection and opproval. Final 0<-<-eptan<-e by th<> o,.ner doe• not rell<>ve th<1 contr0<-tor of hi5 responsibility of "'arranty. 1.1 RECORD DRAl'IIN<,,S, 1.1.1 RECORD DRAl'IIN<,,S .I Record dra,sings shall be pre,paed and ;;hall shol"i all i:,hanges in th" i"IOrk i:,onetitvtlng departvra• lrom the original Gontrai:,t drai"ling& including thoee involving both e,on,;tant-pressvre, and intermittent-pressure lines and appvrtenances. .2 All coni:,eptval or major design <.hanges, inclvding any change:> that may b<> in th<1 i:,on,;trv<-tlon controi:,t. i"ilthovt prior approval the contractor may b<1 reqvired to remove, and replace> part or all of th<> system at hio, o"'n e>xpenee, to bring it to th" orglnally specified design. Failur<1 to recelva prior approval may re-ei.ilt in termination of 5-ervlc.EJ. .9 Rec.ord ace,vrately on one eet of blai:,k ard ,shit<> print<> of th<1 irrl9atlon drai"ilngs, oil chan9e:> in V'lork i:,onstitvting depatures from the original i:,ontroi:,t dr=in9s, Including chan9es in both pressure and non-pressur<1 lin<1. .4 Upon i:,ompletlon ol e0<-h irc.rement of "'orl<., transfe,r all such inlormatlon and dimensions ta the prints. Record chang<>s and dimension• In a legible and professional manner. V'tlen the dral"<ings are approved, tronsF<>r all inFormatlon to a ,i.et oF reprodv<-ible sepia mylar drOY<lngs svpplled ot cost by the Landscape Architect. .5 Dimension From ti"IO permanent palnte of ref<>renc;e (bvildin9s, monuments, slde..,alko, curbs, pavement) all itam• a:> reqvired. Post information on a,;-built drai"lings day ta day as the l'lork is instc:,lled. All dimension• noted on dral"<ings sholl be 1/4 Inch in slz<>. .6 Upon i:,ompletlon of each increment of "'orl<., all re1quire1d information and dimen,;lono shall b<1 transf<>rred to the rec.ord drav.ings. F0<-ilitie:> and items to be lae,ated and verified on th<1 record dr=ingo. 5hoi"i dimensional iocatlon and depth al the Follo"lng, A. Point of connec.tlon El. Routing of irrigation pressvr<1 mainlines and oil sleeves (dimension ravting and all directional change•J C. <,,at<1 valv<>• maximvm 10 Feet along o. Irrigation <-ontrol valveo, E. Quick coupler valve• F. Rovting of i:,ontrol ,.;reo, G. AvtomotlG controllers H. Other related eqvlpment (ao directed by the Land~ap<1 Arc.hitect) .1 Maintain ae--bvilt dral'<ings on th<> site at all time<>. Thes<1 dra,.lngs ar<1 ,:;1.,b Ject to inspection at anytim<1. "AS-BUILT ,, P.E. EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE _e, Mak<> all change• to reproducible dra,sing• in ink (no ball-point pen). Use eradlc.atlng f 1vld ... hen redoing dral'<ingo,. Change• and dimension<> eha!I b<> recorded In a 'e:glble and proFeseional manner. Ree,ord can,;trvctlon dral"lln9s shall b<I maintaired at tho Job-5ite during conetrvctlon . .'I "n1e Landscape Ar<-hitect shall provide a complet<1 eet of 'o,o-bviit' mylar9 to the City ol Carlsbad upon e,omplatlon ol con,,tructlon. Landscape Architect ,.111 be reo,vired to transfer oil as-built information to mylars. As-builts shall b<1 on "ity original mylar<>. .10 Final irrl9at1on 'a,e,-bullt' plans ..,111 b<> reqvired to be re,viai"ied and approved by the City and linal mylars ..,111 be reqvired to ba approved and 5lgned by the City prior to Planning Department releosing the bond. 1.1.2 CONTROLLER CHART .1 As-bvilt dral'!ing:> shall ba approved by the Landscape Archit8"t or Landscape Caardinotor before chart,o are prepared. . 2 Provide one controller <.hart of the maxlmvm size controller door l'lill allo"', For each <-antroller svpplled, sho..,lng the area covered by that avtomotlc controlier and a i:,orresponding legend of th<> eqvlpmemt installed. . 9 The, chart shall be a reduction of the actval ae--bvllt system dra,,.ing. If the controll<>r 5eqve1nG<1 is not legible V'lhen the dra,.lng lo redvced, enlarg<1 it to a siz<> that .-.111 b print and a diflerent pastel tranepaent color used to ehol'< area of <-over09<> For <>aGh station . . 5 i"ihen i:,ompleted and approved, hermetically seal th<1 c.hart betv.een tl'IO piece:> of plostlc., each piece being a mlnlmvm 20 mils thick . h Chart• shall be completed and approved prior to final inspei:,t!on of the lrrl9atlon system. 1.1.9 OPERATION AND MAIN"T""ENANCE MANUALS .I Prepare, and delivar to the OY"lner ..,;thin 10 calendar day• prior to completion of constrvction, all reqvired and nei:,eeeary de,;crlptlve material in complete detail and properly prepared in lovr(4) individual bound copieo. Describe the material Installed In svHlclent de,tails to permit qualified operating personnel to vnderstand, operc,t<> and maintain all eqvipment . lnclvde spor<1 parts list and related manvfocturer inFormatlon for eac.h equipment item installed. Each manval shall inclvde the follo,..ing, A. Index sheet stating <-ontractor·• oddress and telephone nvmber . El. Duration of gvarantee period. C. Liet oF eo,vipment ,sith name" and oddresses ol manvfoctvr<>r':> local r<>presentatlve. D. Compie,te operating and maintenance instrvctlon,o on all major equipment. .:2 In addition to the maintenance manual•, provid<1 th<1 mainte>nance personnel ,.;th ln,;trvctlon,:, for major eqvipment and sho"' ,sritten evldeni:,e to the Land,;c.ape Architect or Landscape Coordinator at th<1 conclvelon of th" "'ork that his servli:,e ha3 been rendered. 1.1.4 CHECK LIST .I complete the follol"ling c.hecklist at the end of th<1 project, ,sing th<> format sho"r" A. Plvmbing permits (ii none required, so note) El. Materials approval C. Pressvre mainline test (by V'lham and date) D. As-bvilts drol"lin9:> completed (received by and date) E. Controll<>r chart <.ompleted (received by and date) F. Materials furnished (received by and date) G. Operation and maintenance, manual• fvrnished (rei:,eJved by and dat<1) H. system ond equlpr,,ent operation lnstrvctlon" (received by and date) I. Manvfactvrer "1arrantee:> (ree,elved by and date) J. i"iritten gvarantea by contractor (ree,elved by and date) .2 For,.ard s19ned and doted i:,he<-kliet to Landscape Architect ol Landscape Coordinator before Final acceptance> of pro jeGt . 1.e, GENERAL REGIU<REMENTS, 1.e,.1 Cad<> reo,iireme>nts shall be thosa of state and mvnicipal agencie:> and regulations local'y 9overning thio "'orl<., providing that any r<>qvirement• of the dra>"lin9• and specifl<-ations, not c.onfllcting th<>rel"lith bvt <>x<-eeding the cod<1 reqvirements shall govern, vnle•e i"lritten perml,;slon to the i:,ontrar~ io 9ranted by the agency. 1.8.2 Extreme care shall be exerc.is~d in 0xc:.avatin9 and v-1orkin9 in tho area dLJe to existing vtllltle:>. Contractor shall be responsible For damages cavsed by hi& operotions . l.e..9 Conraction• shall be mada at approximately th<1 lo<-ations sho>'<n on the dra,slngs. contractor shall be reeponsibla For minor chan9es cavsed b~ 0<-tval sit<> conditions. 1.e,.4 Scaled dimensions are approximate. Elefore proi:,eeding ,iith c:,ny ,sork, th<> cortractor shall carefully chei:,k and verify all dimenslors. l.e..5 Plan iocations of heads, valve:>, i:,ontroiler and pipe lines are diagrommatiG and indicate> th<1 sp0<-ing and relatlv<1 location:> of c,11 installations. 1.e,.e, All line• shall have a minimvm clearance> of six (e,) inches From <>0<-h other, and From line• of other trades. Paallel lines shall not be installed directly aver on<> another. 1.e..1 Dielectric bushi09• shall be ueed in any i:,onre<-tlon• ,iith piping of dissimilar metal materials. 1.e,_e, Point of connection shall be approximately "" e,hol'ln an dra...ings. Conne.ot nel'I undergrovnd piping and valves and provide all flanges, adapters or other necessary Fittings For connection. 1.e,.'1 Permission to shut oFF any existing in-usa >'later lines mvst be obtained 4e, havr& in advan<-<>, in ,sriting From the oi"lner/c:leveloper. Th<> contractor shall receive inetrvi:,tions From the Ol"<ner!developer, a• ta the exai:,t length of time of each ,e,hvt-off. 1.e,.10 Contrai:,tor shall acqvaint himself l"lith all site condition:>. 1.e,.11 Maintenanc.e. Th<1 entira irrl9ation •~stem shall b<> vnder Full avtoMatlG operation For a period oF 1 da~" prior to any planting . 1.e..12 Tha .-.ork shall be ai:,cepted in l"<riting "hen th<1 entire ,ocop" of ,.ork. ha& been i:,ompleted to the satisfaction of th<1 Ol"iner. No allo,.ane,e For dev•ation from the original piano and spec1f1i:,at1on• 1"1111 bred in both. i"ihen GonFlli:,t:, arise, <-onsvlt the Landscape Architei:,t For clarlfl<-atlon prior to proi:,eeding. The o,.ner or hi:> authorized representative shall have the final authority all Items of tha project. 1.e,.19 SERVICE ElY THE CONTRACTOR, The, contractor shal I servi<-" the system at the ov.ner's request dvring th<> gvc,rantee period and shall be paid for "'ork perFormed "'h!Gh is not covered by th<> 3uaante<>. If reqvested by the Ol'<ner, the contractor shall Fvrnish th<> OV'lner 1'ith a schedul<1 of serv!Ga Fee For additional "'ork reqvested outsid<> of th<> gvc,rantee . Tha <-ontractor shall engage the servli:,es oF a pralesslonal "'ater mana9ement <-ompany approved by the irrigation designer and provide support s<>rvlces for th<> lollo>"ling irrigation equipment: ex:e-es,s, F!oY-1 sensing cn.1to-r-ain sht.it o.PP and c.alibit--otin9 sensors ~or exc::.ess t:'10.-.t . Inspect and test controllers ard grovnd favlt .. Mate Provide technical svpport on the Job sit<> as reqvested by contractor lor Gortrollers, <1xceso flaf"l sensing and avto-raln shut off sensing •~stems. Training in operation of all e1qvipment . Flv<1 year limited field service "'aranty For e,ontrallers ogainst original defects in mat<>rlal:> and "'orkmanshlp. i"iarranty shall b<> provided in "ritlng. Available through Hljdroscape Pradvcto . PART 2 -PRODUCTS All mat<>rlal& ond equipment ueed in sprinkler irrigation "10rk shall b dlametar vnlees oth<>r"1ise noted. .I POLYVINYL CHLORIDE PIPE ("ALERTLINE") FOR NON-POTABLE i"iATER, (I) PVC plastic pressure lir-es, for piping upstream of remot<1 control valve& ond qv!Gk covplers. All Favr (4) inc:-h and smaller shall ba pvrple e,olored PVC meeting ASTM-11e.4, Type I, Grad<> PVC-1120, cell class 12546. p!p<1, ASTM 2241 For SOR class pipe, AS"'l'-1 2612 Far 11Al0rtlin0" . PRESSURE MAINLINE, 1-1/2" and smaller pipe -sGhedvle 40 PVC 2' and larger pip<> • Claso 915 PVC, SDR-15.5 NON-PRESSURE LATERAL, All non-pressure pipe -claeo 200 PVC pipe TYPE I. GRADE I PVC PIPE, Outside> diameter of pip<> shall b shall b<> marked on t...o sides of the pip<1 at 24" interval& >'11th "Cavtlon Reclaimed v'ioter". 5<.hedvl<> 40 pip<> e,hall cot b manuFactvrer. Plp<1 shall b<1 purpl<1 in c.o!or . .2 Braes pipe shall ba IPS etandc,rd ,<el9ht 125 pounds, e,5si; red brass. 2.1.2 FITTINGS AND CONNECTIONS, .I Fittings for PVC pipe Fovr (4) inche:> and larger, The <-ovpling shall b<1 an integral part of th<> pip<> barrel. It shall <-onsist of a thi<-kened section V<hlch has an <1xpanded bell ,sith groove> to retain a rubber sealing ring of vniform i:,ro,sn sei:,tion. Fitting& shall be Johns-Manville Ring Tite PVC litting, Pa<-iriG i"iestern or equal. .2 Polyvinyl chloride pip<> littings and connections, Typa II, <,,cade I, 5Ghedvle 40, high impac.t molded Pitting:>, manvfactvred From virgin compovnd• a• specified Por piping, tapered" soi:,ket or molder thread typ<1, ,ouitable For either eolvent .-.eld or ei:,revsed i:,onnectlons. Machine threoded fitting,o and plaet!G saddle and Flange fittings are not acceptabl<>. Furnish Pitting• permanently marked isith Follov<ing lnFormatlon, Nominal pipe ,;ize, typ<> and schedvle ol material, and national sanitation Fovndatlon (NSF) !!.<>al oF opproval. PVC Fitting shall conForm to ASTM D2~4 and D2~6. .9 Bras:> pipe Fittin9• and connections, standad 125 povnd <-los& il>5% red bras<> littings and ~onri9Gtion:,. .I All sprinkler heads shall have risers and Sl"ling Joint& o<> shol'ln In the detail dral"lings. Ail rieer:> and SV<ing Joint& shall vse Marlex Fitting• and schedvle 00 PVC risers or nipple:>. 2.1.4 FITTIN<,,S, .I Fittings, in general, For all installations shall b ta completa th<> contrai:,t. .2 All fittings for pip<> threa (9) inches and smalle,r shall be echadul<1 40. .9 All tees for the installotlon oF S"1ing joint• ,sill b<1 installed ,.;th Dora, Losi:,o Te<1 or equal. DATE, DRAV'lN BY, HOWARD APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BENCHMARK: DESCRIPTION: STANDARO M-70 STREET CENTERUN[ /'Ell MONUMENT LOCATION: CENTERLINE CF El CAMINO REAL AT ENGINEER'S STATION 454+ 92 PER RS 1800-f RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CON TROI. DA TA) ELEVATION: 68.419 DATUM: 1/.S.C. &-G.S. JOEi NUMBER, 2100.66 FILE, REVl510N5, DATE INITIAL ENGINEER Of WORK ASSOCIATES landscape architecture DATE INITIAL OA.E INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I 5 13T I CITY OF CARLSBAD LiQJ PLANNING DEPARTMENT 0 IRRIGATION SPEC/FICA TIONS FOR: ROBERTSON RANCH PA 16, 11, & 18 C.T. 02-16 I AP~;?.T ( • ~nA PLANNING q: :i-zi...c~ I DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: C. T. 04-26 453-BL CMWD 111' i 2.1.5 AUTOMATIC. C.ONTROL l'IIRE, .I El9ctrlc V<iring running f'rom Gontroll0r to th9 automatic Gontrol valv9s shall b9 No. 14 solid, singl9 conductor, copp9r V<ir9, 4/64 lnGh Insulation, 4/64 inch n0opr9n9 Jo<.k<>t, styl9 6R (dtr.,ct bur'al) or 9qual, color <.od9 V<ir"" to "ach controll.,r, common .,..;r,. shall b9 .-.hit9 No. 14 solid, stngl9 ,oonductor V<lr9, 4/64 inc.h insulation, 4/64 inch n9opr9n9 Ja<.k<>t, styl9 6R (dir.,ct burial) or o,qual. 2.lh MONITORING DEVIC.ES .I All monitoring davrces suc.h Cl& Flo~ and pre;,sure measuring clevk::,es, shall ba as shoHn on draV<ings. 2.1.1120 VOLT V'llRE TO C.ONTROLLER .I 120 volt .-.ir9 shall b9 p9r local cod9 as typ9, siz9 and qvality. Install U.L. approv9d conduit a minimum of 24" b9IOV< grad9 lrom th9 9lectrtc m9t9r to control units or oth0r r"qulr<>d S9rVIC9S. All spllC9S to be in approv9d pull boX9S. All .-.ir9S to b9 tV<ln copp<>r or oth0r designation as r9quir9d by cod9. 2.1.e AUTOMATIC. C.ONTROLLER, .I Automatic controll9r, Fully automatic in op9ratlon and capablo ol oporating tho number of' stations oF r"mot9 control valv9S as noted. .2 C.ontroller 9nclosur9 ass<>mbly, P"do,stal mounted as not"d, V<ith a separat9 stainl.,ss ste<>I "nc'osuro, terminal strip, on/or¥ disconn.,,:.t sV<it<.h .-./110 volt ground"d outl.,t, <ainguard auto-rain shut-oll d"vlc9 and lo<.king, hing9d cover. Availabl9 f'rom Hydroscap9 Produc:cts Inc. ~5 K"arny VIiia Rd., Son Di.,go, C.alif'ornk::a (85e,)5b0-IWO. . 3 Automatic controll9rs shall b9 ol th9 typo and manuf'a,:.turers sho"n on th9 drai"lings and install<>d per manufoctur9r's r"commoodatlons and detail draV<ings. .4 All controllers shall b9 grounded by copper clad grounding rod and general electric lightning arr9stor #"!Ll50c.6002 (50 OHMS r<>sistanc9 r<>quired) 2.1.'I REMOTE C.ONTROL VALVES, ELEC. TRIC.AL .I Th<> o,lo,ctrlG ro,mot9 control valv<>s (pr9ssur9 ro,gulatlng) shall b9 oP th9 styl9 and manuFa<.turer's shoV'<n on th9 draV<ing!I, or approvo,d <>qual, and instal'<>d p<>r d0tall0d drav;ings and manufactur9r's r9comm.,ndatlon . . 2 Valv9s shall b9 install"d a minimum oP 6" lrom all rlx"d obj<><.ts and 12" apart lrom 0ac.h oth<>r. 2.1.10 MASTER VALVE .I Shall b9 ol th9 styl9 and manuFa<.turo,r's shol"ln on th<> dral"lings, and tnstall"d p<>r details, dral"llngs and manulactur0r's r9comm.,rdatlons. 2.1.11 VALVE OOX, ,I All valves inc:cluding pr.,ssur9 r"<;3ulatin9 valv9s, mast9r valv.,s, r0mot9 control valves, gat9 valves, and qulc:ck ,:.oupl<>r valv"s snail b9 lnotalled In sultabl9 valvo box"s as shol"ln in d9talls. All shall b9 mark9d "PRY", "MV", 'RC.Y", "C,V", or "DF" r9sp<>etlv.,1y V<ith station nun"b9r5 lor <.ontrol valves embosso,d on the valve covo,r. All shall stat<> "Reclaim9d V'lat9r" in English and Spanish. (RC.Y box<>s shall hava locking covo,rs) other !::>oxes such as pull boxes, 0tG. shall ba marked a<.cordingly. Valve boxes ehall be, purple in color. 2.1.12 SPRINKLER HEAD, .I 5prinkl<>r h<>ads shall ba as requir"d on the, dral'<ings. All sprinkler h<>ads are to hava fa.otory bvllt in ch9ck valves or a .oheck valve und.,,-eac.h head. Sprinkler heads shall have a factory colored "Purple R<>.olalm9d V'later" designation as a part of the sprinkler or II not available be p,:;ilnted purple a" direc.ted by th.:> City oF C.arlsbad. 2.1.19 QUIC.K C.OUPLER VALVES (NON-POTABLE), .I Oul<.k coupling valves shall be 05 !>pacified on tha draV<ing"-Eacii qul<.k ,:.oupler shall hava a moldad vinyl locking cover l"lith AC.ME threads For re<.lain"<>d ... ater serviG9. .2 Upon completion of th.:, .oontract and prior to final acceptanc.:>, !>upp'y the, ol'ln9r l'lith quick couplo,r ko,ys and hosa ells ol tha quantity called lor in irrigation so,,:.tlon 2.1.22. The k<>ys and hoses """ shall ba oF tha same manufa.o£urer as tha .ooupllng valva. .9 Shall be I" siza as manulacturo,d by N<>lson Sprinkl<>rs C.O. 2.1.,5 GATE VALVES, .I Gato:, valv<>" thr<>.:> (3) inches and small.,,-shall be 150 pound bas.:>, all bross/bronza construction, singf9 V<9dga disc, integr,:;il t,:;iper seat,,, non-,-ising stem, scre.,.ed bonnets, bronze c:cross hanole and a braeelbronze, ground joint union .oonne,:.t:on at tha dol'lnstream outl9t, Valves shall be capable oF being repa.oked l"lhlla und<>r pressure. .2 Gate valve" lour (4) inc:ches and larg<>r shall c.onform to all appli.oable provisions ol so,c:ction 2.01.0e ol tha standard 5p<>.oiflcation" ol tha C.ity ol Son Diego, Document No. 121191. .9 Shall ba similar to those manulactur<>d by Kenn<>dy, Sto<.l<.ham, NibGa or c,pproved aqua!. 2.1.16 MANUAL C.ONTROL VALVE, .I Manual ,:.ontrol valve 9/4" and I' siza "hall b9 made of h9avy duty bras,i, ,.;th a "he91 handle and rated to 150 PSI. 2.1.11 ATMOSPHERIC. YAC.WM BREAKER, .I Atmospheric va.ouum break9r 3/4" and I" slza shall ba mada oF heavy duty brass <.onstructlon preventing backflol'I of ... ater into lr<>sh V<ater line,i,. Op9rating pr9ssur9 of 15 to 150 PSI and shall "'" manolactured by tre same manual .oontrol valves listed abova. 2.l.le 6acklloV< Preventer, Unit shall ba a" shoV<n on plans. 2.1.1'1 C.on.or0te footings ehall be 2,000 PSI concr0ta at 28 day"- 2.1.20 6ackllll shall b9 .olean lill soil .-.1th no rocks or clode 1/2" or larger. 2.1.21 l"lARNING TAPE, . I Shall ba plastic tap.:> pr<>pared ,.;th silver printing on a purple lield having the "'ords, "C,autlon, Rec:claim<>d "at0r line b0loV<". The overall l"tidth shall be 3 lnGhes. . 2 l"larnlng (.oautlon) tape shall "'" manufaGtured by Thor Erterprlse, In<.., P.O. 6ox 450 Sun Prairie, l"li&Gonsln, 535"10, (6oe.) 831-11"!1. 2.1.22 l"lARNING LABELS 4 SIGNS, Sholl ba approved by the distrl.ot engineer to be installed on d0s1gnated Facilitl<>5. Facilities such ae .oontroller enclosure:, as designated by the di,,trl<.t eng1ne9r or inspector. Se., cover sh0et lor additional r<>qulrements. 2.1.23 l"lARNING TAG5, All re<.laimed ... oter sprinkler control" valves shall be tagged V<ith ldentifi<.otion tag"-S0e cover sheet lor additional requlr0m0nt,,_ 2.1.24 C.Ontractor shall provld., to th9 ov.n0r, .I Thr9a (3) control valve k<>ys. 2 Four (4) .,,..enGh9s lor r0moving ea<.h difF.,,-ent type ol sprinkler head. .9 T"o (2) 4e." t9a l"tren<.h<>!!o For operating ball valves. .4 Flv.:> (5 0a) quick .ooupler k.,ys and flva (5 eaJ hos.:> bib assemblles (potabla I non-potable). .5 Five (5) k<>y" 'or opening and locking each automatic e,ontroller. 2.1.25 l"lye strainer shal I be of ororza body ,.,;th screV< e;ttings. Sea detai!e and dral"llng"- PART 9 -EXEC.UTION 3.1 GENERAL REQUIREMENTS, 3.1.1 Lo<.atlons on draV<ing& are diagrommatle, and approximata only, and shall be changed and adjusted as n"""ssary a" diro,,:;ted to m0et existing conditions and obtain ,:.omplete ... ater coverage:,. Locate:, and staka all V<ork and obtain approval ol tha Landscapa ArGhite.ot befora Installations. 3.1.2 Install and extend eysto,m as sho"n on the dral"ling", and as n9<.essary to carry out the int0nt of tha draV<lngs and spo,c.ifi,:;atlons. 3.1.3 Lo.oota line,,, valve" and oth0r undergroond utilitie" and receive th.:> approval of tha Landsc.c,p.:> Ar<.hiteGt belora digging tr<>n<.h<>!>. 9.1.4 Refer to tha C.lty oF C.arlsbad standard!> for r9claimed pipe installation. All C.ity of C.arlsbad standards toke pr0cedence ov.,r plans and speclflc.atlon" For tha proJ0c:ct unless noted and approved. 9.2 INSTALLATION OF IRRIGATION SYSTEM, 3.2.1 EXCAVATION AND 6AC.KFILLiNG OF TRENC.HES, .I ExcavQt.:> tren.oho,s, pr<>par.:> subgrade, and backllll to fin" and grade "'ith sulFl.oient room for plpa fittings, testing and inspecting operation!>. Do not ba.oklill until tha pipa system hos b9en subjected to a hydrostatic t9st a" spe<.ifled . .2 DEPTH OF TRENC.H, Polyvinyl c.hlorld" pressura lin.:> (less than 3") -Ie,• minimum Pressure mainlin99 (3" and up to 5-1/2") -24" minimom Polyvinyl chlorlda non-pressure lina -12" minimum C.Ontrol l"tlra -Ie," minimum .3 TRENC.HING THROUGH AREAS t'!HERE TOPSOIL HAS BEEN SPREAD, (I) Deposit topsoil on ona &Ide oP tren.oh and subsoil on opposite •Ide. .4 Subsoil shall ba free ol all rocks and clod& 1/2 Inch In diameter, d<>bris, and litter, prior to use a" ba.okfill >"<here so indicated on detail. . S Repair any leaks and r<>pla<-e all delectlv9 pipe or littings until lines mo,et test requirement,,, Do not .oover any lin<>s until they have b<>en inspected and approv<>d for tightno,ss, quality o, l"torkmanship and moterlal&. h 6ackFill tren<.hes, alt0r approval oF piping, .,..;th suitabla and approved material, tamping soil around pipe and thorough!y compac:cting all trooc.h fills until "!0% compaction has b<>en achlev0d. .1 6aGkllll material shall be an approved soll, Frea From rocks and .olods 1/2" and larger. _e, C.ontractor shall not Ir-stall plpa a.oros" concreta drainoga sV<a1es. C.ontractor shall Jack or bora under sV<ale typical. 3.2.2 UNDER EXISTING AND/OR PROPOSED PAVEMENT . I TrenGhes located under areas l'lh0r1> paving, osphaitlG concret9 or concrete V<ill b.:> install<>d shall be backfilled V<ith clean 1111 soil, in a sl0eve and compacted in layers to '15% compa<.tion, using manual or mechanl.oal tamping devl.oes. Trench9s for piping V<hi.oh are not under paving shall be <.ompa.ot0d ta eqval Gompactlon oF the axioting adjacent undisturbed soil and shall ba left llush l'<ith the adjoining grade. The irrigation contrador shall set in pla.oa, c.ap and pr<>ssure test all piping und9r paving prior to paving ... ork. 2 Piping under existing pavem0nt may be installed by Jacking, boring or hydrauli.o driving. Hov;ever, no hydraulic driving l"till be p<>rmitted unclar ai>phalt paving. .3 Provid<> lor a minimum cover of 1e, lnc:ch<>" b0t ... 00n the top oF the pipa and the bottoM oF the aggregate basa for all pr9ssura and non pro,ssure piping installed under asphaltl.o Goncreta paving. .4 Secure po,rmlsslon From tha Ol"lner/developer b0lor" cutting or br0aking existing pavement. All n<>G9ssary repairs and replacements shall ba approv9d by Ol"tner/dev<>lop.,,-, and shall be at no additional <.Ost to o"ner/dev0lop0r. 3.2.3 INSTALLATION OF POLYVINYL CHLORIDE PIPE, .I Because or the nature of plo,;tlc pip.:> and Fittings, exer.oisa caution in handling, loading and storing, to avoid damage. . 2 Tha pip.:> and littings shall be stored under .oov<>r until us<>d, and shall w transported in a vehi.ole l'lith a bed long o,nough to alloV< th" length o, plpa to iay Flat so as not to b9 ,;ubjected to undua bending or concantrated 0xt.,,-nal load at any point. .3 Any plpa that has been dent<>d or damaged !>hall ba dls.oard<>d until su<.h d0nted or damaged 59.otion is cut and ra join9d .-.1th a <.ovpllng. .4 Tran.oh do,pth shall be as specified abova lrom th<> Finish grada to th.:> top of the p:pe. Tha bottom ol th9 trenGh shall be Fro,a o, rocks, cloda, and other sharp-edg"d object&. .S Pipe ends and fittings shall oo v;iped l"lith MEK, or equal, belor., V<<>ldtng solvent is appli<>d. l"l<>lded Joints shall ba g1v0n a minimum ol 15 mlnuto,s to so,t b<>For" moving or handling. All lie Id cuts shall ba bo,veled to remova burr& and exco,ss beFor<> Fitting and gluing together. h p:pa shall oo ,;naked From sicl<>-to-sida oF tren.oh l::>ottom to alloV< lor expansion c,nd contraction. .1 Center load pipe V<ith small amount of backfill to prevent ar<.hing and sllpping under pressure. L<>ave joint" exposed For inspeGtlon during testing. .e No V<ot<>r shall oo permitted in tha pipe until inspection hav0 b<>en c.ompl0ted and a period of at least 24 houra has elapsed lor solvoot l"l<>ld setting and c.uring . .'I Plasti<. to m0tal Joints shall b.:> mad<> l"lith plastic mala adapt0rs, metal nippla hand tightened, plui!I one turn V<ith a strap l'lrenGh . "AS-BUILT PE. EXP .. ___ _ REVIEWED BY: INSPECTOR " DATE DATE .10 PlastJ,:; ta plostl<-Joint,;, Solvent-.-.0ld, using solv0nt recomm<mded by pip<> manofacturer only . .II 5olvent-v<eld Joints, Assemola per -nanufacturer's r9commendatlon. .12 All pressure pipa 3" or largar shall hava tha .oorre.ot sized concreta thru,;t block installed at every abrupt chang9 of alignm0nt1 at gata valves, tees, elbol"IS, ::.ro,;ses ano endi!I ol pipe runs; or "h"rever the <.lty o,ngineer deems ona to b0 no,.oessary. Thr1.1i!lt block shall ba Installed a" per d0tail, 3.2.4 INSTALLATION OF 6RA5S PIPE, .I C.ut bross piping by po.,..er ha<.ksa", Gircular c.utting ma<.hina Ui!ling an abrasive .-.he<>I, or hand hacksal'<. C,ut no p'ping l"lith m0tal llc V<h<>el wtter of any cl9s<.rlptlon. R<>am and remova rosgh 0dg0s or bvrrs so smooth on unobstructed flol"I i9 obtaln<>d. .2 C.aro,lully and smoothly placa on mala thread only. nght<>n scr"""d Joints ... 1th tongs or "rench<>s. C.aulking '" not p<>rmitted. 3.2.5 REMOTE C.ONT!<OL l"llRING, .I Direct burial control V<lre slzo,s, As shoV<n and speGiFied herein belora. .2 Provfde Ol'iO control Y'lirai and one common 9rourid Hire to service eQG.h valve:, in 5':lstam. Provide 2-,oot minimum cs,xpanslon loop ot eaGh valve to permit removal and rnaintenanc.a of valve-s. .3 Install cortrol .-.ire" at lo,ast Ie," b<>loV< finish grada. .4 Install c.ontrol .....iires and irrigotion piping ln common trenc..hes Y'lheraver possible . .5 Control "Ira spllco,s, Allol'< only on runs of mora than 300 /9et, splice& as Follol"I•• (I) Strip oll minimum ol 2-1/2 ir.ohes of' insulation From each ... ire. (2) C.Onn0cting and splicing ol V<ira at tha valves shall be mada using Dura S0al Crimp ,;pllces a" manufa.otured by Roye.hem .oorporatlon. C.ontractor shall r0l0r to Rayc.hem installation procedures using ultratorch 3 heating tool. No other splices ... 111 be allol'<<>d. 3.2h AUTOMATIC. C.ONTROLLER, .I Automatl.o ,:.ontroller shall ba installed a5 shol"ln and dir0ct0d. C,ontroller shall be, tested .,.;th <.ompleta ele.otrical conne<.tion5. Tha <-ontractar shall ba responsible lor temporary poV<<>r to th.:, controller for operation and testing purpos<>s. .2 C.Onn9Gtlons to control l"liring shall ba mada l'<ithin th.:, p9destal ol tha .oontroller. All "ir<> shall lolloV< the, pressure main in so lar os po,;,;ible. .3 Ele.otrlcal .-.iring shall be in a rigid PVC. plastl.o .oonduit From controller to electrical outlet . A certified 0l9ctrl.oal cortractor snail b.:> ro,sponsibl" lor installing all l"liring to the sub-panels, clocks, or 9IS91"1here a" ro,quired, in order to complete this installation. A dlsconn0ct s"itGh shall be Included. .4 Controller shall be installed ..,;th vandal-resistant enclosur<>s as Galled For on tha dral"ling" /stalnles" st00I) as provided by tha manufacturer on adequata Gon.orete foundation. 3.2.1 VALVES, .I All valves shall be installed "" sho""n in tha detail" and in occordan<.e l"lith n"anuFacturer'e re.oommendatlons and as required by tha C.ity of Carlsbad 'or ldentifi,:;ation, per ro,ciaim<>d v,,iater-star,darda, i~ used. .2 All automatic valves shall ba siz<>d a5 shoV<n on plans. Gata valves shall ba 'ino siza . .3 Install each Gontrol valva in a ,;eparata valve box V<ith a minimum ol 12" s9paratlon bet,.een valves and 6" lrom any flx9d objed or strv.otura. 32.e VALVE OOX, .I Install valva box9i!I as shoV<n on detail. install no mora than one valva per box. Valvo boxes ini!ltalled near V<alks shall abut lrom thosa items and the top i!IUrfaG95 shall ba flush >'lith items listed obov.:>. .2 All boxes ara to ba marked as to tha type of valve, .oontrol station numoor if' applicable and id0ntified as requir<>d, per re.olaimed standarcls. .3 Purpla volva boxes r9quired lor recycl<>d V<ater. 3.2.'I SPRINKLER HEADS, .I All sprinkler h0ads shall oo in,;tali9d a& per d<>tall" sho ... n. .2 Nozzla ,;ize of all head" shall ba adjusted to suit any parti.oular conditions of tha ar0a. Thi• shall be dona alter the system 'ias b0en thoroughly to,sted, immediately aFt<>r "rltt0n notiFic.ation oy th9 Archlt<>Gt to do so . 3.2.10 QUICI< C.OUPLER ASSEMBLY, .I Install all qui<.k .oovpler" as indi.oot<>d on drai"linga ard a" directed. S<>t all valves p 1umb and trua to finish grada and a maximum of 12 inch"" From paving, ... alks, hsaclers or c.urbs, and as shol'<n on plans and a" directed. .2 Install all quick couplers In 6" diameter round valva boxes. 3.2.11 GATE VALVES e SALL VALVES, .I Install l"lhere shol'<n os d0tailed. 9.2.12 l"lARNING TAPE, l"larning tap9s shall ba installed directly on top of tha pipo longitudinally and ,;hall ba .oenter9d. The "'arnlng tap .. shall be in,;talled continuously lor ohe <>ntir.:> length or tha pipe and ,;hall be lastened to o,a,:.h pipa langth by plostl.o tapa band9d around the pipe Y'<ith lastenera no n"ore than 5 /9et apart. Taping atta<.hed to tha section" of plpa before laying in tha trench shall have f'laps-s,1.1f'f'lcient f'or-continuo1.1s c.overage. All risers betv-;ee-r, the mainline cind c.ontr-ol vcilves-;,hcill 00 installed l"tith l"'tarnin9 tape. A secor-,d l"tC1rr1ing tape r1Jnnlng c.ontinvovsli:t abovsi piping to bo in;,talled 12 inGhes above r-ec.laimed l'llc:tter line. 3.2.13 l"lARNING LABELS e SIGN, 9.2.14 NARNING TAGS, Install ..-.,,he-re, sho..-.,,n as detoPed 3.2.15 6AC.l<FLOl"l PREYEN"'"ER .I 6aGklloi'< preventer assen"oly shall be installed in accordanco V<lth manuFactur<>r's speciflc.atlon9, lo.oated and as directed on draV<ing•, and shall c.onForm to all appll<.oble coda and orcHnc:mc.e requiremer:ts. .2 Exact location and positioning shall ba verilled on tha sita by the Landscap<> Ar.ohitect . 3.2.16 IN-LINE PRESSURE REGULATORS, .I Adjust and Install per plans and details. 3.2.11 SURGE ARRESTOR, .I Install per plans and d0tail5. 3.3 CLEAN--UP, A" pr::>J<>Gt progresso,s, contractor shall maintain all areas in a n"at manno,r and remova unsightly debri" daily or a" n0cessary. After compl9tion ol tha project, c.ontra<.tor shall remove all do,bri• and contain<>r!> used in acc.ompliehlng .-.ork. Ho shall St'<<><>p and c.lean all sld<>l"lalks, asphalt, and concrete araa" adjacent to the plantings. 1/15/08 CG/MM JOB NUMBER, 210066 FILE, HOWARD APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BENCHMARK: DESCRIPTION: STANDARD 11-10 STREET CEN/EJ/LINE HELL MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENGINEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUN rr BENCH lEITTS {NO. CO/JN rr VERT. CONlRO/. DA TA) ELEVATION: 68.419 OAnJM: IJ.S.C. &-GS. REVISIONS, DATE INITIAL ENGINEER OF WORK ASSOCIATES landscape architecture DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL EXP, OAlE OF CN, .. 1 I 5 14T I CITY OF CARLSBAD LiLi PlANNING DEPARTMENT 0 IRRIGATION SPECIFICATIONS FOR: ROBERTSON RANCH PA 16, 11, & 18 C.T. 02-16 I APPtbl~( (r. B\.~-tt- PlANNING Z~-"e> I DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: 45J-8L CITY APPROVAL RVWD BY: C. T. 04-26 CMWO I Ii PLANTING NOTES I. TH!: CONTRACTOR SHALL PROTECT IN PLAC!: ALL EXISTING PLANTER AR!:AS AND PLANT MATERIAL AS INDICATED ON THe PLANS OR AS SP~IFIED IN THe FIELD 6Y TH!: LAND~APe AAC,HITf;CT. 2. THe PLANTING PLAN 15 DIAGRAMMATIC. ALL. PLANT LOCATIONS ARE APPROXIMATE:. ALL. PLANT LOCATIONS TAKe Pf<l;GEDeNCe OVER PLANT QUANTITIES $Pf;CIFIED. PLANT QUANTITIES ARe APPROXIMATE: AND ARE FOR THe CONYENleNCE OP TH!: CONTRACTOR ONLY. THE CONTRACTOR SHALL NOTIFY THe LANDSCAPE! ARCHITECT OP ANY Dl¾REPANCIES eemEEN SYMBOLS AND QUANTITIES SHOffi. 3. APPLY A CONTACT HER61CID!:, v-.HERE! Y'<EEDS ARE! PRESENT, PER MANIJPACTURER'S SPECIFICATIONS, A MINIMUM OP TEN DAYS PRIOR TO COMMENCEMENT OP ANY PLANTING OR IRRIGATION HORJ<. Y'<EEDS, INCLUDING THf;IR ROOTS, SHALL 6E ALLOY'<ED TO COMPLETELY Die 6ACK BEFORE PROCEEDING Y'<ITH HORJ<. 4. 5U6MIT A SOIL SAMPLE AND A PLANT Ll;,T TO THe "5011.. AND PLANT LABORATORY" IN SANTA ANA, CA, PRIOR TO ANY PLANTING. 5U6MIT THe 5011.. TEST TO THe LANDSCAPe ARCHl~T AND FOLLOH TH!: SOIL LABORATORYS RECOMMENDATIONS PRIOR TO PLANTING. 5. THI: APPROVED RECOMMENDATIONS FOR AMENDMENTS SHALL. 6E INCORPORATED INTO THE LANDSCAPE! PLANS PRIOR TO THE START OF CONSTRIJCTION AND SHALL 6ECOME PART OF THE! APPROVED PLANS. 6. ALL AREAS LESS THAN 6,1 IN ;,LOP!: TO 6E PLANTED $HALL ee CROSS-RIPPED TO A DEPTH OF SIX INCHES AND SHALL HAY!: THe FOLLOHING AMENDMENTS SPR!:AD EVENLY AND THOROIJGHLY 6LENDED IN (QUANTITIES ARE PER 1,000 S.FJ, A. 3 CIJ61C YARDS NITROGEN FORTIFIED REDHOOD SHAVINGS 6. 100 POIJNOS AGRICULTURAL GYPSIJM C. 15 POIJNDS IRON SIJLPATE D. :25 POIJNOS 16-6.-e SLOH REL!:ASE FERTILIZER PLEASE NOTE THAT THe AMENDMENTS MAY CHANGE, 6A5EO ON THE SOIL ANALYSIS. 1. !:ACH PLANT SHALL RECEIVE! AGRIFORM PLANT TABLETS AS FOLLOY'<S, I GAL CONTAINER (I) :21 GRAM 5 GAL CONTAINER (3) 21 GRAM 15 GAL. CONTAINER (5) 21 GRAM PER 3 INCHES OP OOXED TREe SIZE (I) :21 GRAM PER mo FEET OF 6ROffi TRIJNK HEIGHT (I) 21 GRAM e. 6ACKFILL SHALL COMPLY HITH SECTION IV. C. 3-2 OP THe CITY OP CARLSBAD LAND¾APE MANUAL. 'l. PLANTS SHALL 6E INSTALLED PER PLANTING DETAILS PROVIDED IN THESE PLAN. PLANT MATERIAL. SHALL NOT 6E ROOT BOIJNO. FIVE GALLON PLANTS AND LARGER SHALL HAY!; 6EEN GROffi IN CONTAINERS FOR A MINIM\JM OF 6 MONTHS AND MAXIH.JM OP THO Y!:ARS. PLANTS SHALL 1:.XHl61T H!:AL THY GROHTH AND 6E FREe OP DIS!:ASES AND PESTS. 10. STAKE ALL TREES PER DETAIL. ReMOYE NUR5eRY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE GROY'<TH ON ALL TREES. II. PLANT ALL AREAS HITH GROIJND COYER TO HITHIN 6" OF SHRIJ6 OR TREE TRIJNKS. INSTALL A 3" LAYER OF CL!:AN SHREDDED 6ARJ< MULCH IN ALL AREAS FLATTER. THAN 3d NOT RECl;IYING GROIJND COYER, AND A 1/2" LAYER TO ALL. AREAS FLATTER THAN 3d ~EIYING GROIJND COYER, UNLESS OTHE~ISE INDICATED ON PLANS. 12. PLACE PLANTS NO CLOSER THAN le' TO SPRINKLER HEADS. 13. ALL GROUND COVERS SHALL 6E GUARANTEED 6Y THE CONTRACTOR AS TO GROHTH AND H!:ALTH FOR A PERIOD OP SIXTY DAYS FOLLOHING COMPLETION OF THE MAINTENANCE PERIOD AND FINAL. ACCEPTANCE OF THE PROJ~T 6Y THE Oi'<NER OR OY'<NER'S REPRESENTATIVE. ALL SHRIJ65 SHALL 6E GUARANTEED 6Y THE CONTRACTOR AS TO GROY'<TH AND H!:ALTH FOR A PERIOD OF SIXTY DAYS FOl..1..0HING COMPL!:TION OF THI: MAINTENANCe PERIOD AND FINAL. ACCEPTANCE OF' THI: PROJECT 6Y THe OV'INER OR OY'<NER'S REPRESENTATIVE. ALL TREES SHALL 6E GUARANTEED 6Y THE CONTRACTOR AS TO GROY'<TH AND H!:ALTH FOR A P!:RIOD OF TV<ELYE MONTHS FOLLOHING COMPLETION OP THE MAINTENANCE PERIOD AND FINAL ACCEPTANC-E OP THE PROJECT 6Y THE Oi'<NER OR OV'INER'S REPRESENTATIVE. THE CONTRACTOR, HITHIN 15 DAYS OF NOTIFICATION 6Y THE LANDSCAPE! ARCHITECT OR OffiER, SHALL REMOVE AND REPLAC-E ALL GUARANTEED PLANT MATERIALS J/'IHICH FOR ANY REASON FAIL TO MEET THE REQUIR!:M!:NTS OF THE GUARANTEE. REPLAC-EM!:NT SHALL ee MADI: HITH PLANT MATERIALS AS INDIC-ATED OR SPECIFIED ON THE ORIGINAL PLANS, AND ALL SIJC-H REPLAC-EMENT MATERIALS SHALL 6E GUARANTEEQ AS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE. 14. IF PLANTING OGCIJRS 61':TY'<EEN AUGUST 15 AND APRIL 15 AND 15 NOT G!:TTING THI: C-SS 6RUSH MANAGEMENT HYDROSEED MIX A CITY OF C-ARLS6AD APPROVED REINF'ORC-ED 5TRAH MAT OR APPROVED f;QUAL SHALL 6E APPLIED ACC-ORDING TO MANUF'ACTURER'S SPECIFIC-ATIONS TO ALL SLOPES GR!:ATER THAN 9' OR SLOPES THAT ARE ADJACENT TO PUBLIC V'IALKS OR STRE!:TS. 15. IP PLANTING OCCIJR;, DURING THIS TIMI: (AUGUST 15 -APRIL 15) AND THI: SLOfl;:5 ARI: TO RECIEVI: THE CSS 6RIJSH MANAGEMENT MIX, CONTRACTOR SHALL SPRAY HYDROSEED MIX AND THEN COYER THI: SLOPES V'IITH A CITY OF CARLS6AD APPROVED POLYJUTI: MESH. POLY.J.JTE MESH IS AYAILA6Le THROUGH THI: DEY'<ITT COMPANIE;, 1-000-eee-'le,e>'l. 16. COYER CROP HYDROSEED MIX PER HYDROSEED NOTES $HALL 6E INSTALLED ON ALL SLOPES NOT GETTING THE CSS 6RUSH MANAGEMENT HYOR05EED MIX IP PLANTING OCCURS 6ETY'<EEN APRIL 16 AND AUGUST 14. 11. LANDSCAPE CONTRACTOR SHALL CONTACT THE LAND¾APE ARCHl~T PRIOR TO BEGINNING THE LAND¾APE HORI< SO THE LAND¾APE ARCHITECT CAN REVIEl"t THI: PROJECT UTILITY LOCATION;, AND REVIS!: PLANS ACCORDINGLY TO FULLY ¾REEN ALL UTILITIES FROM Vlei'<. HYDROSEEDING NOTES I. GENERAL SPECIFICATIONS ALL SLOPES INDIC-ATE!;I ON THESE PLANS TO ee PLANTED SHALL 6E HYDROSEEDED Y'<ITH A COYER CROP Y'lHEN PLANTING 61':TY'<EEN APRIL 16 AND AUGUST 14 PER THE FOLLOV'IING NOTES. BOTANICAL NAME -COMMON NAME -RATE/ACRE HYDROSEED MIX #I r +: +: + :1 L06ULARIA MARITIMA + Si'<EET ALYSSUM -10 L6/ACRE II. HYOROSEEDING SIJSPl;;NSION OR SLURRY COMPOSITION A. SEED MIXTURE!@ RE~. RATE PER ACRI:. 6. C-ONY'<E6 OR EQUAL VIRGIN HOOD C-ELLlJLOSI: Fl6ER H.JLC-H -2000 POIJNDS/ ACRI:. C. ECOLOGY CONTROL M-6INDER -IW POIJNDS/ACRI: IV. APPLIC,ATION PFtOCEDlJRE;, AND EQUIPMENT A. EQUIPMENT. HYDRAU~IC EQUIPMENT USED FOR THE APPLICATION OP THE SEED AND SLURRY OP PREPARED FI6ER MULCH SHALL 6E OF THE "SIJPER HYDROSEEDER" TYPE. THIS EQUIPMENT SHALL HAYE A 6UILT-IN AGITATION SY:iTEM AND OPERATING C-APACITY SIJFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOlJSLY MIX A SLURRY CONT~Jf:jlNG NOT LES;, THAN 4011 OF FIBER H.JLCH FOR J;ACH,, 100 GALLONS OP V'IATER. ' • ,,,,, .. THI: SLlJF,RY Dl5TRl6UTION LINES SHALL 61: LARGE ENOUGH TO PREVENT ;,TOPPAGI: AND SHALL 61: EQUIPPED Y'<ITH A Sl;T OP HYDRAlJLIC SPRAY NOZZLES J/'IHICH V'llLL PROYIDI: A CONTINUOIJS NON-FLIJCTUATING Dl¾HARGI:. THI: SLURRY TANK SHALL HAYE A MINIMUM CAPACITY OF l,WO GALLONS AND SHALL 61: MOIJNTED ON A TRAVELING UNIT, EITHER SELF-PROPELLED OR DRAY'lN 6Y A SEPARATE UNIT, J/'IHICH Y'<ILL PLAC-1: THE SLURRY TANK SPRAY NOZZLES Y'llTHIN SIJFFICIENT PROXIMITY TO THI: AREAS TO 6E SEEDED. 6. PREPARATION. THE !;>LURRY PREPARATION SHALL TAKE PLACE AT THI: SITE OP HORJ< AND SHALL 6EGIN 6Y ADDING V'IATER TO THI: TANK J/'IHEN THI: EN~INE 15 AT HALF'-THROTTLE. l"IHEN THE V'IATER LEVEL HAS R!:ACHED THE HEIGHT OF THE! AGITATOR SHAFT, GOOD RECIRCULATION $HALL 6E ESTABLISHED AND, AT THIS TIME, THe SEED SHALL ee ADDED FOLLOY'<ED 6Y THI: Fl6ER MULCH. FIBER Ml,JLC-H SHALL ONLY ee ADDED TO THE MIXTURe AFTER THe SEED AND l"IHEN THe TANK IS AT L!:AST ON!:-THIRD (1/9) FILLED V'II TH V'IA TER. THe ENGINe THROTTLE SHALL 6E OPENED TO FULL SPEED v-.HEN THI: TANK 15 HALF-FILLED HITH V'IATER. ALL THE Fl6ER MULCH SHALL 6E ADDED 6Y THE TIME THe TANK 15 mo THIRDS (2.13) TO THREe FOIJRTHS (9/4) FULL. SPRAYING SHALL COMMENCE IMMEDIATELY l"IHEN THE TANK IS FULL., C. APPLICATION. THE! OPERATOR SHALL SPRAY THe AR!:A jlljiTH A UNIFORM, YISl6LE COAT 6Y USING THE GREEN COLOR OP THE FI6ER MULC-H AS A GUIDe. TH¢ SLURRY SHALL ee APPLIED IN A Sjl\jEEPING MOTION, IN AN ARCHED STR!:AM so AS TO FALL LIKe RAIN, ALLOY'<ING THE HOOD Fl6ERS TO 6UILD ON !:ACH OTHER. CONTINUe APPLICATION UNTIL A GOOD COAT 15 ACHIEVED AND THE MATERIAL IS SPR!:AD AT THe REQUIRED RATE PER ACRe. D. ALL 6AF1.E SPOTS, SHALL ee RESEEDED jl\jjTH SAME HYDROSEED AND SIJSPENSION COMPOSITION jl\jJTHIN THIRTY (90) DAYS T9 THE SATISPACTION OF TH!: Qjl\jNER. . . .. , . NO SEED 5U6STITUTIONS HILi. 6E ALLOjlljED jl\jJTHOIJT PRIOR EXPRESS jlljRJTTEN AUTHORIZATION OF TB!: LANDSCAPe ARCHl~T AND C-ITY INSPECTOR. ALL"e,EEP:, ARE! AVAILABLE THROIJGH HYDRO PLANT (160)144-~Q. ,,.. , .. ·:p, ,, 'Ji,: ~_,. ,,., ,_'•,~-, .-,;,· -, . NOTE: WHERE HYDROSl;ED'ls INSTALLED, INSTALL TO WITHIN 12" QF.IHE DEC'dMPOSED --'"'' '. " ' i&-•"' GRANITE TRAIL EDGE. CON·TRACTOR SHALL INSTALL. .. APf>ROPRIATE IRRIGATION.NOZZLES TO PROVIDE IRRIGATION TO THESEPLAN·TINGS~· 8 " .,,., . DATE, DRAY-IN 6Y, 08/22/11 C.G/MM : : H,o WARD:: ••.;ASSOCIATES, tf @TL~ul'::- LANT L D SYMBOL BOTANICAL NAME • ♦ TREES AL61ZIA JULl6Rl55IN 'R05EA' JACARANDA MIM05IFOLIA @ LAGER5TROEMIA 'MUSKOGEE' MAGNOLIA G. 'RUSSET' PLA TANU5 RACEM05A ~ PYRU5 CALLERY ANA rr'v'-v~5C.HINU5 MOLLE TRl5TANIA CONFER.TA ---"'--"-'.J' Al C.h Ts Ar G A 6 it C, I ULMU5 PARVIFOLIA ULMU5 PARVIFOLIA 'D~nast'1~ LARGE 5Hf<J.J65 (V'I, 6' UP) AC.AC.IA LONGIFOLIA C.HAMEAR.APS HUMILIS TEC.OMA STANS MEDIUM 5Hf<J.J65 (V'I, 4' TO 6') AC.AC.IA REDOLEN5 AGAVE ATTENUATA ARTEME5IA 'POY'IIS C.A5TLE' 60UGAINVILLEA 'LA JOLLA' BOUGAINVILLEA '00-LA-LA' C.EANOTHU5 'YANKEE POINT' Cl5TIJ5 PURPUREU5 C.OLEONEMA PULCHf<J.JM LEUCOPHYLLUM 'GREEN C.LOUD' LIGU5TRUM TEXANUM COMMON NAME SILK TREE JACARANDA CR.APE MYRTLE MAGNOLIA CALIFORNIA 5YC.AMORE ORNAMENTAL PEAR CALIFORNIA PEPPER 6Rl56ANE 60X CHINESE EVERGREEN ELM CHINESE ELM SYDNEY GOLDEN Y'IATTLE MEDITERRANEAN FAN PALM YELLOY'I 6ELLS AC.AC.IA AGAVE Y'IOR.MY'IOOD BOUGAINVILLEA BOUGAINVILLEA Jt-1I LD LI LAC. PURPLE ROC.KR05E PINK 6REATH OF HEAVEN TEAS RANGER PRIVET C.p LF Li No y NERIUM OLEANDER 'Hav-iail' OLEANDER RI Rb Sa 51 t V'I 0 Ell K $ <D <l) PHORMIUM TENAX 'YELLOV'I Y'IAVE' "' NEY'I ZEALAND FLAX R.APHIOLEPIS INDIC.A 'JAC.K EVANS' R.APHIOLEPIS INDIC.A '6ALLERINA' SALVIA 'ALLEN C.HIC.KERING' SALVIA LEUC.ANTHA TAGETE5 LEMON!! Y'IE5TRINGIA FRUTIC.05UM SMALL 5Hf<J.J65 (V'I, 9' 6ELOY'\) AGAPANTHUS AFR.IC.ANUS ALOE STRIATA ANIGOZANTHOS FLAVIDUS DIETES VEGETA LANTANA MONTEVIDENSIS TRACHEL05PER.t-1UM JA5MINOIDES VINES Y'IISTERIA FLORl6UNDA GROUND COVERS GAZANIA 'SUNRISE YELLOY'I' . , MYOPORUM PACIFIC.UM R05MARINUS OFFIC.INALIS AGAPANTHUS ORIENTALIS MAR.A THON 111 -SOD LANTANA MONTEVIDENSIS LIMONIUM PEREZ!! SPORTS TIJRF PRO MIX INDIA HAY'ITHORN INDIA HAY'ITHORN CLEV!;:LAND SAGE MEXICAN 6U5H SAGE COPPER CANYON DAISY C.OAST ROSEMARY LILY OF THE NILE <ii-·, C.OR.AL ALOE KANGAROO PAY'I FORTNIGHT LILY LANTANA STAR JASMINE JAPANESE Y'IISTERIA GAZANIA PACIFIC. MYOPOf<J.JM ROSEMARY LILY OF, .. THE NILE DY'IARF FESC.UE PURPLE TRAILING LANTANA SEA LAVENDER SAND DUNE SEDGE * TURF HYDR05EED AVAILA6LE AT 5$5 5EED5. PHONE it, (805) 684-0496 SIZE QUANT! 24"BOX 41 24"BOX 4"1 24"60X 80 24"BOX 2"1 24"BOX 4 24"BOX 251 24"BOX 41 24"BOX 28 24"BOX 214 24"BOX "19 5 GALLON 91 5 GALLON 18 15 GALLON 6<:l"l 5 GALLON 119 5 GALLON 18 5 GALLON 5 GALLON 5 GALLON 5 GALLON 5 GALLON 99 5 GALLON 591 5 GALLON 141 5 GALLON Ill 5 GALLON 2"l"l 5 GALLON 25 5 GALLON 144 5 GALLON 280 5 GALLON 6 5 GALLON 21 5 GALLON 25 5 GALLON 10 I GALLON I GALLON 10 I GALLON 14 I GALLON I GALLON I GALLON 65 15 GALLON 195 FLATS @ 12" O.C.. FLATS@ 12" O.C.. FLATS @ 12" O.C.. I GAL. @ 12" O.C.. SOD I GAL @ 9' O.C.. HYDR05EED* PLUGS @ 8" O.C..** PLANTING LEGEND -REAR SLOPES 4 SLOPES ADJACENT TO OPEN SPACE/ COLLEGE BLVD SYMBOL BOTANIC.AL NAME COMMON NAME SIZE QTY & TREE5 -"-ERIBOTRYA DEFLEXA "-PRUNU5 6LIERIANA 5Hf<J.J65 @ AL6ELIA 'EDY'IARD GOUCHER' © C.ARPENTERIA C.ALIFORNIC.A () C.EANTH05 'JULIA PHELPS' © LEPT05PERNUM SC.OPARIUM 'RU6Y GLOY'I' ® PHORMIUM TENAX VARIEGATUM' @ PHOTINIA FRASER! 0 PITT05PORUM 'VARIEGATA' 0 PRUNU5 ILIC.IFOLIA G:) TEC.OMARIA CAPENSl5 ~ VIBURNUM TINU5 GROUNDC-OYER ~ DEL05PERMA AL6A MYOPORUM PACIFIC.UM VV UNDER PLANT Y'IITH, DEL05PERMA AL6A DC.S5 REVEGETATION AREA A 6RONZE LOQUA T FLOY'IERING PLUM GLOSSY ABELIA BUSH ANEMONE Y'IILD LILAC. NEV'! ZEALAND TEA TREE NEV'! ZEALAND FLAX CHINESE PHOTINIA VARIEGATED T06IRA HOLL YLEAF CHERRY C.APE HONEYSUC.KLE LAURUSTINUS Y'IHITE TRAILING IC.EPLANT MYOPORUM Y'IHITE TRAILING IC.EPLANT 5HRU6S -I GALLON MINIMUM SIZE "' 18"1 @ ADOLPHIA C.ALIFORNIC.A CALIFORNIA ADOLPHIA 0 6ACC.HARIS PILULARIS CHAPARRAL 6ROOM e MIMULUS AURANTIACUS MONKEYFLOY'IER 0 OPTIJNTIA LITTORALIS PR.IC.KL Y-PEAR CAC. TIJ5 <l) OPUNTIA PROLIFERA PR.IC.KL Y PEAR CS5 6f<J.J5H MANGEMENT - GROUNDC-OYER $ HYDR05EED MIX 17v'<:J 6AC.C.HARIS PILULAR.I5 C.HAPARRAL 6ROOM Y'IITH THE FOLLOY'IING HYDROSEED, BOTANIC.AL NAME C.OMMON NAME ATRIPLEX CANE5C-EN5 l'L..'L-"' ERIOPHYLLUM C.ONFERIFLORUM GNAPHALIUM 6IC.OLOR !SOC.OMA MENZIE5II LASTHENIA CALIFORNIC.A LOTIJ5 5C.OPARIU5 LUPINUS 5UCC.ULENTIJ5 MIMULUS AURANTIAC.US NA5ELLA PULC.HRA NAS5ELLA LEPIDA C.EANTHOS GLORIOUS PHACELIA RAMOSl55MA PLANTAGO IN5ULARl5 TOTAL HOARY SAL T6RU5H GOLDEN YARROV'-1 EVERLASTING GOLDEN BUSH C.OMMON GOLDFIELD5 DEERJAIEED AR.ROYA LUPINE MONKEYFLOY'IER PURPLE NEEDLE GRASS ' FOOTHILL NEEDLEGRASS CALIFORNIA LILAC. / 6RANCHING PHAC.ELlf' PLANTAGO 5 e:,AL 5 GAL I GAL I GAL I GAL I e:,AL I GAL I GAL I GAL I GAL I GAL I GAL FLATS I GAL FLATS I GAL I GAL I GAL I GAL I GAL FLATS % 64 62 112 95 56 11 18 62 48 104 19 118 12" o.c.. 24" o.c.. 12" o.c.. 56 80 14 "12 51 18" o.c.. % LBS/ PURE GERM AC. 15 50 9.0 90 60 1.0 10 25 1.5 20 40 9.0 50 60 0.5 "10 80 9.0 "18 80 1.0 5 10 1.0 "10 60 4.0 "10 60 1.5 85 50 20.0 "10 10 1.5 "18 85 20.0 42.0 NOTE: WHERE 24" AND 12" NO IRRIGATION ZONES ARE SHOWN ON THE PLANS ADJACENT TO 1 GALLON GROUND COVERS, THE CONTRACTOR SHALL INSTALL THE SPECIFIED 1 GALLON GROUND COV!;,. TO JHIN 12" OF THE ADJACENT DECOMPOSED GRANITE TRAIL. WHERE 1 ANO 5 GAi., J;I SARE SHOWN ADJACENT TO THE DECOMPOSED GRANITE TRAIL, CONTRACTOR Sl;iA. GAZANIA 'MOONGLOW' FROM FLATS AT 12" ON CENTER FROM THE BASE OF THE NOTE, SHRUBS ON SLOPES SHALL 6E UNDER.PLANTED Y'IITH FLATS OF CLUMPING GAZANIA SHR. HIN 12" OF THE DECOMPOSED GRANITE TRAIL EDGE. CONTRACTOR SHALL . RfATE IRRIGATION NOZZLES TO PROVIDE IRRIGATION TO THESE PLANTINGS. _.r~-'M,OONGLOY'I' @ 12" O.C.. · ~,i...,;,,, .& ** C.AREX PAN5A PLUGS AVAILABLE AT GREENLEE NURSERY. PH. "lO"l-942-620I "AS-BUILT " P.E. EXP. ___ _ DATE BENCHMARK: DESCRIPTION: STANOARO 1,1-10 STREET CENTERLINE /'£LL MONUMENT FOR PLANTING DETAILS SEE SHEET 16 FOR PLANTING SPECIF/CATIONS SEE SHEET 26 9 22 08 MM REVISE:O PLANTING LEGEND /(,<!-.II I"-. CTr] uTI 2 25 09 MM REVISED PLANT QUANTITIES ),t, CITY OF CARLSBAD 1 ~5Lc0""4~10'+-M""M"--t'-:t->..:P.:.:A.:.:RK::::~c:::A...:Y-=&'-"P-'-'O-'C:.::K£.:...:Tc:..P.:...:A.:.:RK"'--TR-£_£_R_E_VIS-JO_N_S_-+---l----t--f--t--'-,_-':,t,,....; Pl.ANNING DEPARTMENT Pl.ANTING LEGEND .t-NOTES FOR: ROBERTSON RANCH PA 16, 17, & 18 C.T. 02-16 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. J06 NUM6ER, 2100.66 FILE, ~ •• ; > landscape architecture *t=::::J:~,],__.:_ll_J REVIEWED BY: LOCATION: CENTERLINE OF a CAMINO REAL AT ENGINEER's STATlON '154+92 PER R.S 1800-1 1---+----+------------1f---+--+---+--'l l-AP-PR_ov_Eo~/¾~·~~'--=.l-r0---'~~}-o~t!-~--[I . ...J-11 . PLANNING DATE REVl510N5, rla 2681 5333 IllloaiaB c.,nHr R.d. aulte 3~0 ••n dlto&o ca 9:2108 619 718 9660 INSPECTOR DATE RECORD FROM: COUNTY BENCH LEms (NO. COUNTY VERT. CONTROL DATA) ELEVATION: 68.479 OATVM: IJ.S.C. &-C.S. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INIW,L OTHER N'PR<:NAL DATE INITIAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ RVWD BY: PROJECT NO. DRAWING NO. C.T. 04-26 _42.J:::!ll.. ~------~ CMWO ____ _ ...s: v' \}J I ~ @------- / (A) Vine Plantin9 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 1/15/0t} DRAJ-IN BY, C,<9/MM JOB NUMBER, 2100.bb FILE, REVl510N5, CD ® G) VINE ATTAC.HED TO SURFAC.E Of WALL OR FENC.E J.,,.IITH VINE TIES EXISTIN<9 WALL OR FENC.E PLANT SO THAT C.ROJ.,,.IN IS I" ABOVE FINISH <9RADE 4" WATERIN<9 BASIN PLANT TABLETS PER PLANTIN<9 NOTES OR SPEC.IFIC.ATIONS FINISH GRADE BAC.KFILL MIX PER PLANTIN<9 NOTES OR SPEC.IFIC.ATIONS 2X ROOTBALL DIAMETER UNDIST1JRBED NATIVE SOIL ROOTBALL SEC.TION NOT TO SCALE NOTE, ALSO SEE TREE STAKING DETAIL 0 0 0 0 ® TREE OR SHRUB ROOTBALL DIG HOLE 2X V'-IIDTH AND DEPTH OF ROOTBALL AND FILL J.,,.IITH V'-IATER AND ALLOY'I TO PERC.OLATE INTO SUBSOIL. FILL HOLE Y'IITH 6" DEPTH NATIVE BAC.KFILL MATERIAL. TAMP AND MOUND SLIGHTLY. SET ROOT BALL IN HOLE SO THAT ROOT C.ROY'IN 15 I" ABOVE FINISH GRADE. REPLAC.E BAC.KFILL MATERIAL (PER SOILS REPORT) UP TO 2/3 THE HEIGHT OF THE ROOT BALL, TAMPING AND SETTLING AROUND REMAINING 1/3 OF ROOT BALL. CREATE IRRIGATION BASIN A MINIMUM Of 6" BEYOND SIDES OF ROOT BALL. IRRIGATE FROM TOP TO SETTLE BAC.KFILL AND BERM, FILLING BASIN. FINISH GRADE FERTILIZER TABLETS PER SOILS REPORT SLOPE AT REAR OF PLANTING PIT TO BE GRADED TO A MAXIMUM Id SLOPE INSTALL EROSION C.ONTROL FABRIC, ON PLANT PIT SLOPES GREATER THAN OR NOTTO SCALE (~),._T_re_e_l_S_h_ru_b_P_la_n_t_in_g ____ E0_u_AL_2._1 _______ _ HOWARD , ASSOCIATES landscape architecture 0 I . I () I () -. . I o -----'k- . . . I . . I .··.·1 __ _ PLAN VI EJ/'i NOT TO SCALE , D" Root Barrier "-'~ "AS-BUILT " P.E. EXP. __ _ REVIEWED BY: DATE FLEVATION NOT TO SCALE 0 ROOT BARRIER, l'I" DEEP "BIO-BARRIER" 0 PAVED SURPAC.E 0 FINISH GRADE 0ROOT BALL ®TREE TRUNK NOTE, ROOT BARRIER TO BE UTILIZED j,'ljHEN TREE IS LOC.ATED J/IIITHIN S' OP HAR.DSC.APE BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTtRLINE WELL MONUMENT LOCATION: C£N TtRLINE OF EL CAMINO REAL AT ENC/NEE/I'S STA T!ON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VE/IT. NOTTO SCALE DATE INIT!AL z I: () _, (() PREVAILING Y'IIND 6" MIN. - 11~7~ :"-?~:: ~~7 ;-I ' --- AXIS SEC.TION NOT TO SCALE @ 0 TREE PLANTED PER DETAIL 0 ST AKE BELO),'lj C.ROY'IN OF TREE 0 "j,'ljONDER TREE TIES" OR APPROVED EQUAL. SEC.URE Y'IITH lbd GALVANIZED NAIL (3 TOTAL) 0 2" DIAMETER X 10' LONG LODGEPOLE PINE STAKE (2 TOTAL) ® ROOTBALL 0 SLOPE AT REAR OF PLANTING PIT TO BE GRADED TO A MAXIMUM 1,1. 0 INSTALL EROSION C,ONTROL FABRIC, ON PLANT PIT SLOPES GREATER THAN OR EQUAL 2, I NOTE, ALSO SEE TREE/SHRUB PLANTING DETAIL Tree Staking (For Trees 15 g. Size and Larger) , ' ( ,' \ ---..1 Q\ L• y //,/ ',," " / ''i, NOT TO SGALE (E) Groundcover Spacing DATE INITIAL DATE INITIAL CT[] 6 SR.OJ\::;cc 1:::R. -PLc'\\ITED P::R Cd_/,\ _,_1 ~s Lcsr=-\::::;; FOR PLANTING LEGEND & NOTES SEE SHEET 15 CITY OF CARLSBAD 00 PLANNING DEPARTMENT 0 PLANTING DETAILS FOR: ROBERTSON RANCH PA 16, 11, & 18 c.r. 02-10 AP[1~~~( CI-f;l[~1 2-ti.,-.O'b PVINNING DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: 1 I ~ ·l; g l ~ 88811 r,o can diego drl•:e sulle 350 '"" ,1;.,go ca 92l08 6L9 718 9t;W CON TROl DA TA) ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 04-26 45J-8L INSPECTOR DATE ELEVATION: 68.479 OATIJM: U.S.C. &-G.S. CMWD ____ _ 11 I I II SDGE TRAIL EASEMENT 60' MODIFIED FIRE -~ PROTECTION ZONE A5 PER MA5TER PLAN I 52 1004 51 !58 ___ Jl 4 HOA. I I I I \ \ \ \ !80 /000 ,, 55 116.3 1/, ' I I \ k I I I I I I !81 I 7034 I I< I I I ~ \ \, I I I I \ I I I l I \ ROV'l J I2J2 56 1113 - 1/ 1/, 182 !05 5 I I I I I 60 I 1119 I I I I I I I I I I r I I I I I I I I f \ 4 I2J8 49 1189 57 1186 I I \ \ I !8} I /078 I I I I I \ .. rr-~ ""t,= === === ::::----- ~~~~8(.; urA s--8. •,:r-=..':_{?;:,-"" .,.. ....... , _,..,---_-,-Ll-•L.,:..:~fri 18 119.7 58 119.1 181 /09.0 ~ s 6 124.8 4/ 119.1 59 11.91 186 1097 7 125 J 46 1188 6() /1.9 0 !86 /09.1 ..-,-·•, ',1,,_, 8 12:J.8 45 1184 61 1185 187 7088 .,¥:-.--.. - ~ TYPICAL EACH PARl<Jl'iAY ROV'l-• 9 !26.J 44 62 1180 188 1079 C .M·'· JJ-'li" ~ ROV'l 63 1115 189 I01J ·;.i'"< v:•-· ./:/1' ® !O 1211 43 /16.9 64 1/6_6 !! 1219 12 116. j !90 705.l 65 116.1 "AS-BUILT " BENCHMARK: APPROVED FOR PLANTING D DATE, oe,122111 DRN'<N 6Y, CG/MM J06 NUM6ER, 2l00hb FILE, AND IRRIGATION ONL y INCLUDING PRECISE ' LOCATION OF PLANTING AREAS. '--~~=--=---_-_-_-_-_-_-_----=--=-=-=-=-=-=-=-_j REYl510N5, :: :: HOW ARD:'•-• : -~:ASSOCIATES, . landscape architecture -:::, acY--+-~~~ ~ • I 5333 lll!aa!oo Center Rd, a11!t~ 390 •an dlq:o ca. 9210, r!a 2681 619 718 9660 P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE -- DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD 1.1-10 STREET CENTrRUNE WELL MON/.JMENT - CENTrRLINE OF El CAMINO REAL AT ENCINEER's STATION 454+92 PER R.S 1800-1 C!fwWTY BENCH lHUS (NO. COIJNTY frPT. ov. TROl DA TA) • " · 68.419 OAllJ!.I: 1.J.S.C. ,t G.S. !2 128.4 4! 116. 0 !9! 1045 0 i " !.J 1211.9 40 1155 ,"~ 66 115.6 5 /?£. 192 /037 20' 40' '~ ~:.,t~,: }:,~,v>:'.!r:- 6/ 115 I !4 129.7 39 115.0 793 10?9 68 114.5 191 10} 0 !5 /.J03 38 !J.50 I I \: r \ 69 /1}6 I I f \ \ !6 U/0 JI J!I ---- 114.5 70 /04.J 17 U/.5 7! 1070 36 114.0 • 72 709.9 !8 1320 ~ 35 1140 19 1326 313 HOA. TYPICAL EACH PARl<Jl'iAY ~ TYPICAL EACH PARl<Jl'iAY KEY MAP ffi Not to Scale CITY OF CARLSBAD PLANNING DEPARTMENT PLANTING PLANS FOR: E=f==t===========+==+=i=~~ ROBERTSON RANCH I APPROVED . • ,/ " C.T. 02-16 E==f=~======~~~====t=t=~=~E~ ~~~PA~1~6,=}1~7, ~&~1~8 ~~ /'0---r 6r. E::Q.-0 tt-I\ PLANNING • 'Y· 11 OWN BY: DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITVIL OTHER APPROVAL CllY APPROVAL CHKD BY: PROJECT NO. DRAWING NO. RVWD BY: C. T. 04-26 _45J-8L CMWO ...r.: v\ ~ ' ' I I ! I I l I I I I I I I I I I I I I I I I I I I C.NLM EASEMENT __ 1 HARDLINE J!O II. 0.A. t I ,,-fr, 114 .1~ SDGE f TRAIL fl EASEMENT '~ ♦ . ' ~ Future Fire Protection Ki= Zone A-I Futvre Fire Protection Zone A-2 Future Fire Protection Zone A-9 ,321 II OA. 128 815 I I I I ~ TYPICAi.. EACH PARKV'lAY Ii. I I I I APPROVED FOR PLANTING AND IRRIGATION ONLY DATE· IN CL , · oe,122111 UDING PRECISE D~N BY, CGMM LOCATION OF PLANTING J06NUM6ER,2100h€> AREAS. FILE:, '---~'==============---------_j RE:Vl510N5, I• ' I :HOWARD: --· ASSOCIA -,,,_ TES• --landscape architecture 5333 Miasicn c ~ e ter Rd. ouite 39o •an di rla 26111 egoca92108 61'1 718 ,;ow 172 91./ ~TYPICAL.EACH PARKV'lAY I I I f I 17! _ ~-,-~6,]_,..,,_.,,,,,: _;:a:-t~f// •,;J~···_·_,J;r,'f/J/'-J,;d· .,. :J:,.,,,,.,,,..;p,_Vf"S~ --~,.-,.-· _.J() I I N; .,,;;-i.J.)Fv..~-Ji,;::-:1--•1 ':~-' #' ,_, -.h -i ·-I ---I I I I t✓ 11/v, I == r; r 129 87.6 • l l{j 983 " AS:--BUILT P.E. EXP. REVIEWED BY: INSPECTOR " DATE ' DATE 168 /0/.!J !31 903 I ~- I I I I I I ~ I I 1.12 909 BENCHMARK: I \' I 167 I /04. .5 I \ I I \< I I ~ DESCRIPTION: STANDARD M-1O STREET CENTERLINE #lll MONUMENT LOCATION: CEN !ERLINE OF El CAMINO REAL AT ENGINEERS STATION 454f92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lEVElS (NO. COUNTY CONTROL DATA) · '.€RT. ELEVATION· '8. na · v, -"~ DATUM: U.S.C. <t G.S. 166 1061 I r I I I I I I f I I 134 922 0 165 /Dill 135 927 161 11793 C 1.f6 93.J ~ TYPICAL. EACH PARKV'lAY 137 919 162 w,o 138 g35 ~ TYPICAi.. EACH PARKV'lAY 161 1077 l.f9 914 /6() 106 9 /4() 929 ~ TYPICAL. EACH PARKV'lAY ,/ 1\': I I I [ ,- OR PLANTING LEGEND SEE SHEET 15 I ;);,-;, . l I . R /RR/GA TION PLAN SEE SHEET 5 .Trr(· J • -R CONSTRUCTION PLAN SEE SHEET 29 '.) \ (..;,9 _,;,e ,// '';~...-Scale 1 = 40' FOR PLANTING NOTES & ---. ----I ~-.·--.~:ji FOR PLANTING SPECIFIC~~"t~~sst££E SHEETS 15-16 v;:::· - t~5 ;~ 0 ;; 4=;1=;oft=~M=~M-=1~=~~==A====='="A=~~=~~;~~;~~;~~;~=;~~=~~=~~=~~=~~~~~=~~~~~===~;~!~~~~~~E~~~isgsHEET26 -t1/ KEY MAP "· Y REVISIONS • I) l'1l;, ffi Not to Scala PIANTING PIANS FOR: DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITVIL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: RVWD BY: PROJECT NO. C.T. 04-26 DRAWING NO. _45J-8L CMWO I I !21 89.6 J21 II O.A. 89 182 ~ TYPICAL EACH. " PARKViAY ,, ; rcH' I, ---E - 126 90 J 90 7117 125 90.6 91 7-9.5 !21 91. l -.·.y,,.v 92 80.4 !2.J 91./ !2? 92 I .91 82? !21 927 95 BJ/ !20 9JO 96 BJ/ I 19 9]0 91 842 >4 __ 'Y~~;.._?;'-...... --'1------- -I ~ EXl5TIN6 TURF TO BE REPLACED A5 5HOY'IN _ EXl5TIN6 5PRAY IRRl<SATION TO REMAIN i ~ TYPICAL EACH ~"- PARKY'!AY 118 929 98 84.7 !! 7 91.9 99 854 r- ~ (J) n, n, ffi -I ..... Co (j"/ (/J" I }26 · /IOI/ !59 1046 717 91. 5 758 10}9 ' 1 6 91.0 ~ TYPICAL EACH PARKViAY !DO 870 74? JO. I 01/'i 115 )04 APPROVED FOR PLANTING " AS-BUILT " BENCHMARK: AND IRRIGATION ONLY, DATE, 08/22/11 INCLUDING PRECISE DRAV'lN 6Y, C,<S,/MM LOCATION OF PLANTING J06 NUM6ER,2100he> AREAS. FILE, '===------~-----_j REVISIONS, 11:: HOW;ARD:: : '.·ASSOCIATES, . ,· landscape arch't 1 ecture 5333 MIUillll C _ enter Rd. au1te 390 •an d.ie rla 2681 go ca 11~108 6111 7l& 9660 P.E. REVIEWED BY: INSPECTOR ~ EXP, DATE -DATE DESCRIPTION: LOCATION: STANDARD Al-10 STREET CENTERLINE llfll MONUMENT CENTE:RUNE OF El CAMINO REAL AT ENGINEERS STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS /NO. CONTROL DATA) <' · COUNTY VERT. ELEVATION: 68.419 DATUM: U.S.C. &-G.S. 751 /03/ !01 871 71} 90 I !14 900 756 10?4 !02 878 (:, -- 114 89.6 1!.J 89.5 !15 890 RO' 1!2 890 751 1008 753 1009 746 885 Ill 887 ---- 10.J 8116 !04 887 ---------I I LIMIT OF woRK !05 39/ !11 J/9.7 110 89.1 752 IOI. 4 !48 900 757 702] 119 90.8 • /()9 89..5 IOI 89.5 ~ TYPICAL EACH PARKViAY . (J) :> mt . n, (J) ;:! ·:c'' n, :c n, r- -1 ~ I\,) n, °' !08 89. J !50 91.1 SEE PROJECT NO. SOP 06-06 .. PA 19' -SHEET 9 FOR THIS AREA ~ TYPICAL EACH PARKViAY f ;~~~f =~MM~=~~~P~A~RK~W.~)l~Y~R~EV/~S~JO~N~S~~~EN~TR;~Y~M~ON~-;O~E~LE~n~ON~⇒====i==;~1~/l-~:~·1;\ J~:~~~ rn Nol to Scale PlANTING PlANS FOR: E=E=t===========f==t=~33 ROBERTSON RANCH §~i=l======~~~~===t==l~=~~~~ ~~~P,r,!4 ~16.~, f!c' 7,~&LJ!!8~~ ~:i~F.~+===========~==+=~==f=3=~ I APPROVED C.T. 02-16 F,dDA~T~E ~,N~ITIA~Lr--~~;;;:~~=====t~t;;=t=~3=3 PLA /"'i,;: / l1-~I-oft j• •• I\ r::,c----'-_:::::.:.::_ f:~NtN~IN~G ~-==-~==-~=:ff ,=~~i~~~~;~;· ~-.~· t~ ENGINEER OF WORK REVISION DESCR DATE \NITIA DWN BY.· DATE INITIAL PR CHKD BY: OJECT NO. DRA PROVAL RVWD BY: C. T. O'A -2'&! WING NO . .,. u _45J-8L IPTION L DATE OTI,ER APPR<Y>IAL CITY AP CMWD ..t" v\ V' I " ' ' ' :1 II m II h, TYPICAL EACH~ PARKV'IAY APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 08/22/11 DRAY'lN 6Y, CG/MM JOB NLJM6ER, 210Qhe, FILE, REVISIONS, • /· :· ,;;J:";_-, -(J•::i /-) ~ 'S ,,- I I I I I I I I I I J I ,_ '-1/ 'J ·.> I j I I I I I I I I I I ' I I I I I I I i I -.. , . . h, TYPICAL EACH PARKV'IAY I J I c-0 /--I .-__, I . of I I I I J I 1 J ""-.9 /.-". ,?o I I I I I I j I I ) I i I I I I I I I I I ''s1::'¥ -.-'-·>-~~' ----,j~,J: ·•-.rfJ,:"g-~-.;'.·:,',-M' ,.-~~ •• •-, .. --'_:/"'. . . ., --''•'" :§~,',-i;:J,'~ ··A;:ef ,j:r,,,,;,- ',HOWARD:· ·,,,ASSOCIATES , · land_sci'-p_e architecture r!a 2681 5333 Miaalon c~nter lf.d •uit~ 390 ea11 d!~g<> ca. 92108 61!1 718 9bo0 "AS-BUILT P,E. EXP. REVIEWED BY: INSPECTOR I I I I I I I " I I I I I I I I I I I DATE DATE Future Fire Protec.tion-----.. Zone A-B I I I I I I I I I /' _;j '1 ,, I I I I I /1 \ ,.j I \ I \ ', I \ i \ \ ·-" C ._I -1J0 -- ~ ' i:r- ea, -~'!- 1" \ -c.::_ IL u TRA EA !;>EME T ----- I I v \ I -m \ \ I \ \ \ I \i -r r rn G) rn Ul .c.-~, r ~ • KEY MAP ffi Not to Scala 2/25/09 MM REVISE:O PLANTING PER ENTRY MON. DELETION ll--l-1\ .__ f5/,,__,0""'4/C-'.17o ----""MM7 F!:.-'-PA~R~KW:~A,__Y _,,,RE'_".Vl~s,'c!:oN~s ______ ---1 __ -1-_.i-J:\.'.........j___f(L'i:,~ ~o CITY o F c ARLS BAD ~1 ~~===:==:-====::::::::PLAN::::::::::::N::::IN::G::D::E:::P:::AR:::T:::M:::E:::NT:::::::==~L.1.lJ=~::::! BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF El CAMINO REAl AT ENC/NEER's STATION 454f92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH Lfl£lS {NO. COUNTY VERT. CONTROL OA TA) ELEVATION: 68.419 DATVM: U.S.C. &-C.S. DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION 077,ER APPROVAL CITY APPROVAL P/ANTING PIANS FOR: ROBERTSON RANCH PA 16, 17, & 18 C.T. 02-16 I APPROVED iU/ &-~U-& 11----l-1 \ Pl.ANNING DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: C. T. 04-26 _453 8L CMWD ____ _ ....c- "' v., l ~ r I I I i' I :1 ' I I I I I !, I ,I ' I ! 1, I :I! ,. ''I !I ii I; I ii I! i' ,I ,, ii '1 I I I I' i! i ' I Ii 11 " II II " i Ir II I ! Ii II I" ,! II II !I I I 'I SEE SHEET 19 FOR THIS AREA APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, oe,122111 ORA~ 6Y, C.(;./MM JOB NUMBER, 2l00he> FILE, REVISIONS, 1/, 1/, ROY'< : HOWARD. -·ASSOCIATES, , landscape, architecture · r I a 2 68 l 5333 Mi•aion Cc11tcr Rd. •uite 390 san dicgo ca 92108 GJ9 718 9G60 I I I I I /. 0 I ,-a I ,9-5-, I ,Z_'S' (_ 9-:, ,9 I ,v·o x' sc:,_) > I I I I I I I I ) I ,- I I ROY'< I I I I I I I I I I -, I ' :, 1 ' I J,)," / ,--J "--,SJ ~s,.""-0 I ' I "'--/c I ·,-, I r::f9 ,j I . x' I I I I I I I I I J I I I 1/c "AS-BUILT " P.E. EXP.,~---DATE REVIEWED BY: INSPECTOR DATE I I I I ,')- ,~J :1:,f x' I co ,&,o/. '0 -, I o-:.__, s:::--:i -c::-c;,::,, . __ .., (_g,, , _ _; --I 0 I I I I I ) Or"< I -- 54 I ,,., .s I I I I ,';., I ') 7'/' I I I I I d:'_::, <5-' I ·,Y I I I I I TYPIC.AL EAC.H f?.;\RKV'!A Y c_9. ----- ~j , 1'Nai.wl!'.ill · 11 i "; I "-.s 'c-" , . JI __ 76l ~,s ....--....-~ ~"ft{/~; .... . ·-. s 0':~120· . 40' I ··· · I ·"' I a;•1r Scale 1 = 40' 5 04 10 PARKWAY REVISION$ BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE 1/f'll MONUMENT LOCATION: CEN TERl/N£ OF El CAMINO REAL AT ENGINEERS STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lEITTS {NO. COUNTY VERT. DATE INITIAL 120' TYP C.AL EAC.H PA KV'!AY _-=-----/,/ ~-~ \ //" "'---':__) /( . ·cc,,., ___ ~/,/I --;~ (:::: ,-. ,--- ' I ~. KEY MAP ffi Not to Scale \ \ I I I I "0 1/(7 ""-·-<7 I TRAIL t EA5EME T B "' t--.. ·--Dn-i ~ -~! --~ 1 'I §· ~- · l i,'oR PLANTING LEGEND SEE SHEET 15 i '.--.I. .,,, FOR !RR/GA TION PLAN SEE SHEET 8 FOR CONSTRUCT/ON PLAN SEE SHEET 32 ·,,4· FOR PLANTING NOTES & DETAILS SEE SHEETS 15-16 FOR PLANTING SPECIF/CATIONS SEE SHEET 26 :_ I I I\Cc.=, _-11 _j_ I I I TRAIU EA5EME I UTIL~ EA1 ME I T T ll--t•D Lill CITY OF CARLSBAD uTI 1 1 PLANNING DEPARTMENT Pl.ANTING Pl.ANS FOR: ROBERTSON RANCH PA 16, 17, & 18 C.T. 02-16 APPROVED Jt;,.~ \ 4 ,EJl,_.;;,t\-11--i--~, PIJ\NNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL -\.~ I CONTROi. OA TA) ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: C.T. 04-26 _45J-8l OTHER APPROVAL CITY APPROVAL RVWD BY: ELEVATION: 68.479 DA TIJM: /1.S.C. cir G.S. CMWO __ -__ _ ..r: \J\ v> I co r I ' 'I'.· I I'· : : iJ ' I II !I i: i I I, I I '0'0 I RO I , . I I . ;--"'( " • I ¼'fl/ .i;c / R J I -~ I 1--< ) I L • / ff,·/ Q;) #: f 1/ ~ ~ .A/ !-.. • / ~ ' " 11--..h"Ji!J' 10 .. , -., . '" -···, ) I t ,.s,-0 ·o/ ·,y' I . 1----- I._IY_ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~-{?~) -_->' -- DATE, 08/22/11 DRAJ.'IIN 6Y, CG/MM J06 NIJM6ER, 2100.66 FILE, REVISIONS, & TY'FICAL EACH FARKY'IAY r u -Tf r T ----------/\ .-;:~5' 0 '\;J,:·:·'ce,a."i/, .... -;,; ' ·-------f-------,---. --::,-.~ : -<:·S• ,,_'~ •i'--~~·-.~,.: -:. -_; '· ,_;,, ;c.11'.,!'i,c."> -1~, ::,:,,c,;,;c ,:r,!..c t:,:t; -,; .. ~•/4t ,,,,.-, , ; HOWARD::, , ASSOCIATES, , , , landscape architecture rla 2681 5333 Mloolon Ceni~r Rd. ouite 390 oa.11 dlei:o ca ~ll08 ~1~ 718 9660 t~-,~1)i "AS-BUIL'F 1 '' P.E. EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE • MATCH LINE SEE SHEET 21 Mf'""---,.LJ---L,9"- ·, ·.· .· .. ·J .. -..:·" . ' 0 20' 40' 120' i i i Scale 1 = 40' i ~ TY'PICAL EACH FARKY'IAY ------~---- .. .-1· -- ~· :I ~rl" 5:=;--:::::, -- ?O . '_ =c_~f-_ ~+-------,',--L --SC::--1-- __ _::_===-=----:.~y--·-··--------~-----~~---,-,,,"''·fr·--~--·-, -t----' In - & TY'FICAL EACH FARKY'IAY FOR PLANTING NOTES & DETAILS SEE SHEETS 15-16 FOR PLANTING SPECIF/CATIONS SEE SHEET 26 I i I I I I / KEY MAP rJ9 Not to Scala 5 04 10 MM PARKWAY REVISIONS ~ CITY OF CARLSBAD l---l---1----------------t---+--!---t-----J L_ill PLANNING DEPARTMENT ~ L__11_J 1----l------+-----------t---+--t-----t--------i P!ANT!NG P!ANS FOR: BENCHMARK: ROBERTSON RANCH DESCRIPTION: LOCATION: R[CORD FROM: ELEVATION: STANDARD M-1O STREET CENTERUNE //!'LL MONUMENT CENTERLINE OF EL CAMINO REAL AT ENGINEERS STATION 451+92 PER R.S 1800-1 COUNTY BENCH LEVELS (Na CO/JN TY VERT. CONTROL DA TA) 68.179 DATIJM: U.S.C. ,t GS. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PA 16, 17, & 18 c.r. 02-16 APPROVED /-1,. PLANNING OWN BY: __ _ DATE INITIAL DATE INITIAL CHKD BY: __ _ DTHER APPROVAL CllY APPROVAL RVWD BY: PROJECT NO. c.r. 04-26 DRAWING NO. _453 8L CMWO __ -__ _ I 11 I, 11 I I I I I I ' Iii I' ,I '" 11 11 I I I l 'I I I, I' I! 1, f 11 I' II I', ' I 11 ii ii !f I: ' i ,, I ,i; I I I I I I I I I! i I 'I I, ' " I I I! I I ii I I, Iii II II II ,I Ii l!I 1:1 I I " I II' !f: \ I __,__ \ 1,______tv\~ 1---J.----i \ - I , \ \ I I i I APPROVED FOR PLAN TING SEE SHEET 11 FOR AREA ----SURROUNDING PARK -~ ~ SE£ SH££T 11 FOR AR£A SURROUNDING PARK Scale 1 = 10' 30' i AND IRRIGATION ONLY, DATE, oe122111 HOWARD:~ D~6Y, CG/MM INCLUDING PRECISE J06 NUM6ER,2100he> LOCATION OF PLANTING FILE, AREAS. REV15ION5, -,-ASSOCIATES - , , landscape architecture cla 2681 ~333 .Misoion Cenle< Rd. •uite 390 ~_all dl~go ea 92108 619 718 9MO TIJR[ '1 •?,1, ·\\ * /i'<:\i I-0:1 ~ I ~ \ \)_ '-... :/''"''::, --~ ' \ ~~~~\ \ -:;,,;· 1' J /~ "AS-BUILT " DATE REVIEWED BY: INSPECTOR DATE I ' ' - ' - ,'/ u " ' ' ' ' ' '-~ I ('~ Li Li BENCHMARK: DESCRIPTION: STANOARO M-10. STREET CENTERLINE " · -lffll M/JNUMEN T LOCATION: CENTERLINE OF El CAMINO REAL AT ENGINEER'S STATJON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CON TRot. OA TA) ELEVATION: 68.479 OATVM: U.SC. & G.S '-. __ ) ') C,C'_)- ''--\',, 5 04 10 MM DATE INITIAL ENGINEER OF WORK ~A -~>-- ' I I / + -lJ+ -R~ I f • I I I I L---7 I PARKWAY & POCKET PARK TREE REVISIONS I -4 ·II l'Jt, DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~ 0 20' 40' 120' i 1 i Scale 1 = 40' FOR PLANTING NOT£S & D£TAILS S££ SHE£TS 15-16 FOR PLANTING SP£C/FICA TIONS SEESHEET26 I FOR PLANTING LEGEND SEE SHEET 15 I FOR /RR/GA T/ON PLAN SE£ SHEET 10 FOR CONSTRUCTION PLAN SEE SHEET 34 NEIGHBORHOOD PARK LOT 306 Lill 3 FOR PLANTING NOTES & DETAILS SEE SHEETS 15-16 FOR PLANTING SPECIF/CATIONS SEESHEET26 I FOR PLANTING LEGEND SEE SHEET 15 FOR /RR/GA T/ON PLAN SEE SHEET 10 FOR CONSTRUCT/ON PLAN SEE SHEET 34 KEY MAP rn Not to Scale GREENBELT LOT 307 CITY OF CARLSBAD uTI PLA.NNING DEPARTMENT 1 Pl.ANTING Pl.ANS FOR: ROBERTSON RANCH PA 16, 17, & 18 c.r. 02-16 APPROVED l--i-Xl l:)?~ll-:>t {1-f-',\ PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: C. T. 04-26 _453 8L RVWD BY: CMWD __ -__ _ - ..c v\ CJ,J I ~ r I !i 1 1 I ii ,, II i ,I 11: I 1 !1 /' ! Ill :i I I I I I KEY MAP ffi Not to Scale FOR /RR/GA TION PLAN SEE SHEET 10 FOR CONSTRUCTION PLAN SEE SHEET 35 I FOR PLANTING LEGEND SEE SHEET 15 FOR PLANTING NOTES & DETAILS SEE SHEETS 15-16 FOR PLANTING SPECIF/CATIONS SEESHEET26 0 i Scala 1 = 10' 30' APPROVED FOR PLANTING AND IRRIGATION ONLY, DATE, Qc}/22/U DRAJIIIN 6Y, CG/MM INCLUDING PRECISE J06 NUM6ER,2100he> LOCATION OF PLANTING FILE, AREAS. REV1510N5, ----------------------------- I I I I \ I I I I I I \ I --1---L --- I I I . ! I ------+ ,~ -- i ------- I i i I -~ _,__ I ~yr'-:: ,;,\j;:I~-~ ; \ -~t~~-~C,i_;i~;/~i;~~--~t~~~~~~\~"t;~~~~~_.2'\Ji~~i~~7,T/J'7rT,:17c;z::;z:;z:;~' _I: -~-----1--=--1-r=------=::..-__l_ 7" ________ ---~ -W-----~ ,-'':6-:~~ !"f •,, _,.~i,;,-,i ')°'~. •-,, ~ • ~ ., ctH.QWARD:; , A S S O CI AT ES landscape architecture rle. 2681 5333 Mi11ion Centec Rd. suite 3go oa.11. d;eg<> ca 91108 l',19 718 9660 I I I I SEE SHEET 18 FOR AREA SURROUiJDtNG PARK 90, 1 • -. _. --~: "'.y· SEE SHEET 22 FOR AREA NEIGHBORHOOD PABK .. , LOT 309 ( ----------------- NEIGHBORHOOD PARK LOT 308 "AS-BUILT " P.E. EXP.___ DATE REVIEWED BY: INSPECTOR DATE -------------- BENCHMARK: DESCRIPTION: STANDARD !.l-10 STREET CENTERUNE WELL MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S 1800-1 RECORD FROM: COIJN!Y BENCH LEVELS {Na COIJN!Y VERT. CONTROL DATA) ELEVATION: 68.479 DATUM.· U.S.C. &-C.S. 0 "! -! --:·:'fr,f(, _1 O' ---·,··_,,·ti>,,•.-:.,r.,;\/, ,~:,;;-,::-::,:,_--:;:-:>.~ :-."' i :,';.,-_; 3.0t,.-~~, I , ;,;,:, ·. i:,,r Scale 1 = 10' 5 04 10 MM PARKWAY & POCKET PARK TREE REVISIONS II ,-¼, II ,..t, KEY MAP ffi Not to Scale ~ CITY OF CARLSBAD ~1 1----+-------4--------------j---t---t--~r---j L_1±J PLANNING DEPARTMENT L...1lJ 1----l---l-------------+---t---t-~-t--i DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION Pl.ANTING Pl.ANS FOR: ROBERTSON RANCH PA 16, 17, &-18 APPROVED PLANNING DWN BY: __ DATE INIT"'1. DATE INITIAL CHKD BY: -- OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. C.T. 04-26 C.T. 02-18 114-11 DATE DRAWING NO. -~.J:::flL CMWO __ -__ _ I!;' ,, ,, 1: I:, ' I I 1 ,1 ! I.: ', I! I I I I': I' SEE PROJECT NO. SOP 06-06 • 'PA 19' -SHEET FOR THIS AREA . . .. .. . ... ~~~----~--~· ......................... "\" ......... ... . ... ... .. ... .. .. .. .. ., ... "' ... .. ... ... ... 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"' ... .. .. .. ... .., ... .. ., ., .. .. ., "' ., ~ .. ,f"---------•,:_____•:___+ ............ +! ., L I I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 08/22/11 DRAJ/IIN BY, C,(:1/MM JOB NUMBER, 2100.66 FILE, REVl510N5, :: HO WA.RD.••; , , ASSOCIATES : , landscape architecture rla 2681 5333 Miosion Cenier Rd. ,utte 390 •an d!ego ca 92108 619 718 %60 "' ,, ', ~~~ ":._~ --::~ ~ "AS-BUILT " P.E. EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD M-10 STREET CENTERLINE l'IELL MONUMENT CENTERLINE OF EL CAMINO REAL AT ENCINEER's STATION 454+92 PER R.S 1800-f COUNTY BENCH LEVELS (NO, COUNTY VERT. CONTROL DATA} 68.479 DATUM: U.S.C. ct GS. \ .,. .i,i' ,, )! "-;1{~ .,. -.~ I I,\ ' •~: , , I I <1 •~ _ _ ---'· ·. I \....'.. 1¥ .,-r:;~c;. ~_,;.;,4 -. ,_,, ;,c";:,;.-'.<ffe,' //Int ' < _t-:1-'l"' ,; i' ~ 1/~ I_ <ml ~_1 w1·• I FOR PLANTIN/,}'lEGEND $EE SHEET 15 I ~c~ [~ ~ I ?~~s I ~ FOR IRRIGATIONPlAN SEE SHEET 12 )_j ( { 1(". " ' ') (' 'j"" ~\ ) ,9 0 10' 20' 60' Nortb.,.,.~.•· FOR CONSTRUCTION PLAN SEE SHEET 36 ~ ~o -'/{ rl I j ·-r ~ -,,/, ,'V~,,-~1---J' ·---,.,:7 'j1 ~-·. ;)~,,, FOR PLANTING NOTES & DETAILS SEE SHEETS 15-16 KEY MAP t Scale 1 = 20' FOR PLANTING SPECIF/CA T/ONS SEE SHEET 26 ffi Not to Scale .~ 9/22/0B MM I /i\ REVISED PLANTING PLAN 11.,i,-..1 t,'i:. Lill CITY OF CARLSBAD uTI 5 PLANNING DEPARTMENT 1 Pl4NllNG Pl4NS FOR: ROBERTSON RANCH PA 16, 17, & 18 C.T. 02-16 APPROVED rz-.:P (.,., ~11..o H--J\·'-t·U PlANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: C. T. 04-26 45J-8L REVISION DESCRIPTION CITY APPROVAL RVWD BY: ENGINEER OF WORK OTHER APPROVAL CMWD ..J:" V\ VJ I O<) r SECTION 02483 -LANDSCAPE FINISH GRADING AND PLANTING 1. GENERAL THE GENERAL AND SPECIAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION AS THOUGH WRITTEN HEREIN. 2. SCOPE OF WORK 2.1 FURNISH ALL LABOR MATERIALS, AND EQUIPMENT TO PROVIDE AND INSTALL SOIL PREPARATION, FINISH GRADING, AND PLANTING AS DESCRIBED HEREIN AND UPON THE PLANS. 2.2 THE CONTRACTOR SHALL ADEQUATELY PROTECT THE WORK, ADJACENT PROPERTY, AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY, AND LOSS DUE TO HIS ACTS OR NEGLECT. 2.3 WORK NOT INCLUDED: ROUGH GRADING AND DRAINAGE. 3. SAMPLES, TESTS, AND INSPECTIONS 3.1 THE SOURCE OF THE PLANT MATERIAL SHALL BE FURNISHED IF REQUESTED BY THE LANDSCAPE ARCHITECT. 3.2 ANY SAMPLING, TESTING, OR INSPECTION COSTS OF MATERIALS ARE TO BE BORNE BY THE CONTRACTOR, AND COPIES OF INSPECTION CERTIFICATES, REQUIRED BY LAW, SHALL BE FURNISHED TO THE OWNER WITHOUT CHARGE. 3.3 THE LANDSCAPE ARCHITECT MAY, AT THE OWNER'S REQUEST, VISIT NURSERIES AND TAG SPECIFIC TREES FOR INSTALLATION. 4. MATERIALS PLANTS: 4.1 NOMENCLATURE: SEE PLANT MATERIALS LABELED ON LANDSCAPE PLANTING PLAN. 4.2 CONDITIONS: PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEAL THY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS OR THEIR EGGS, EXCESSNE ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS, AND SHALL HAVE HEAL THY, NORMAL ROOT SYSTEMS, WELL FILING THEIR CONTAINERS, BUT NOT TO THE POINT OF BEING ROOT BOUND. TREE TRUNKS SHALL BE STURDY AND WELL HARDENED-OFF. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT AS AUTHORIZED BY THE LANDSCAPE ARCHITECT. IN NO CASE SHALL TREES BE TOPPED OR PRUNED BEFORE DELIVERY. PLANTS SHALL BE GROWN IN NURSERIES WHICH HAVE BEEN INSPECTED BY THE STATE DEPARTMENT OF AGRICULTURE AND HAVE COMPLIED WITH ITS REGULATIONS. 4.3 IDENTIFICATION: PLANTS SHALL BE OF THE VARIETY AND SIZE REQUIREMENTS HEREIN. ONE OF EACH BUNDLE OR LOT SHALL BE TAGGED WITH PLANT NAME IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. 4.4 SUBSTITUTIONS: SUBSTITUTIONS FOR THE INDICATED PLANT MATERIALS MAY BE PERMITTED, PROVIDED THE SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE BY THE LANDSCAPE ARCHITECT AND CITY LANDSCAPE INSPECTOR AND THE SUBSTITUTIONS ARE MADE AT NO ADDITIONAL COST TO THE OWNER. EXCEPT FOR THE VARIATIONS SO AUTHORIZED, ALL SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATE OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. 4.5 PLANT INSPECTION AND REJECTION: ROOT CONDITION OF PLANTS WILL BE DETERMINED BY THE LANDSCAPE ARCHITECT THROUGH THE REMOVAL OF EARTH FROM THE ROOTS OF AT LEAST TWO PLANTS BUT NOT MORE THAN 2% OF THE TOTAL NUMBER OF SPECIES FROM EACH SOURCE. 5. MATERIALS 5.1 SOIL AMENDMENTS: ALL AREAS TO BE PLANTED AND IRRIGATED WHICH ARE LESS THAN 3:1 IN SLOPE ASPECT SHALL RECEIVE SOIL AMENDMENTS, UNLESS OTHERWISE NOTED. THE FOLLOWING SOIL AMENDMENTS ARE TO BE USED AS THE BASIS FOR BIDS. ONCE ALL SITE IMPROVEMENTS ARE IN PLACE AND APPROXIMATE FINISH GRADES ESTABLISHED, THE CONTRACTOR SHALL FURNISH TO THE OWNER A SOILS REPORT MADE FROM THE SURFACE AND SUBSURFACE (18" BELOW GRADE) SOIL BY SOILS AND PLANT LABORATORY, P.O. BOX 11744, SANTA ANA, CALIFORNIA 92711; {714) 558-8333. THE REPORT SHALL INCLUDE PH, N.P.K, SAR, EGE, BORON LEVELS, AND SOIL PARTICLE EVALUATION. LANDSCAPE ARCHITECT & CITY INSPECTOR SHALL REVIEW & APPROVE THIS REPORT PRIOR TO COMMENCEMENT OF SOIL PREPARATION OR PLANTING. GENERAL SOIL PREPARATION, AMOUNT PER 1,000 SQUARE FEET: A. NITROGEN STABILIZED ORGANIC AMENDMENT, 3 CY. YDS., DERIVED FROM COMPOSED REDWOOD SHAVINGS OR FINELY GROUND FIR OR REDWOOD BARK. SHALL CONTAIN A MINIMUM 0.5 % AVAILABLE NITROGEN. B. 200 LBS. GRO-POWER PLUS (SO. CAL. ORGANIC FERTILIZER COMPANY). C. 200 LBS. AGRICULTURAL GYPSUM. D. 10 LBS. SOIL SULFUR. 5.1.1 BACKFILL MIX: A. 6 PARTS BY VOLUME ON-SITE SOIL B. 4 PARTS BY VOLUME ORGANIC AMENDMENT PER ABOVE. C. 10 LBS. GRO-POWER PLUS PER CU. YD. OF MIX. D. 2 LBS. IRON SULFATE PER CU. YD. OF MIX. E. 10 LBS. AGRICULTURAL GYPSUM PER CU. YD. OF MIX. 5.1.2 A COPY OF DELIVERY SLIPS ON ALL MATERIALS USED ON THE PROJECT SHALL BE DELIVERED TO THE OWNER. 5.1.3 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT WHEN PROOF OF SUBMITTED THAT ANY MATERIAL SPECIFIED IS NOT OBTAINABLE. ALL SUBSTITUTIONS ARE SUBJECT TO REVIEW BY THE OWNER. 5.2 TREE STAKES: TREE STAKES SHALL BE 2: IN DIAMETER BY 10' LONG NEW PINE LODGE POLES TREATED WITH COPPER NAPTHENATE UNLESS OTHERWISE NOTED. 5.3 TIES: 5.3.1 PER PLANTING DETAIL 5.4 IMPORT SOIL OR TOPSOIL: 5.4.1 NATURAL FRIABLE SOIL POSSESSING THE SAME CHARACTERISTICS OF THE EXISTING SITE SOIL. PROVIDE SOIL FREE FROM SUBSOIL, BRUSH, OBJECTIONABLE WEEDS, ROCKS, ORGANIC OR INORGANIC DEBRIS, AND CLAY. THE SOIL SHALL BE FREE OF ANY TOXIC SUBSTANCES, ORGANIC OR INORGANIC, SOIL STERILANTS, SALTS; AND NO SOIL REMOVED FROM ROAD BED EXCAVATIONS. 5.4.2 THE CONTRACTOR SHALL FURNISH UPON THE REQUEST OF THE LANDSCAPE ARCHITECT A SOILS REPORT MADE FROM THE INTENDED IMPORT BY SOIL AND PLANT LABORATORY. SEE SECTION 5-A OF THESE SPECIFICATIONS. THE REPORT SHALL INCLUDE PH, N.P.K. SAR, ECE, BORON LEVELS, AND SOIL PARTICLE EVALUATION. ANY SOILS IMPORTED TO SITE AND FOUND TO BE UNSUITABLE BY THE LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE SITE AND REPLACED WITH AN APPROVED SOIL AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PAY ALL EXPENSES FOR SOIL TESTING OF IMPORT MATERIALS. 6. INSTALLATION 6.1 SCHEDULING: PLANTING SHALL NOT COMMENCE UNTIL COMPLETION OF ALL CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL AND SPRINKLER INSTALLATION. ALL CONTAINER STOCK SHALL BE SPOTTED ON-SITE BY THE CONTRACTOR PER PLANS PRIOR TO PLANTING. PLANT PITS SHALL NOT BE EXCAVATED UNTIL THE REVIEW OF PLANT LOCATIONS BY THE LANDSCAPE ARCHITECT. 6.2 SOIL PREPARATION: 6.2.1 IRRIGATE SITE NORMALLY FOR TWO WEEKS TO GERM I NA TE WEEDS. APPLY CONTACT HERBICIDE PER MANUFACTURER. REPEAT PROCESS IF REQUIRED BY LANDSCAPE ARCHITECT. 6.2.2 APPLY SOIL AMENDMENTS AS SPECIFIED, EVENLY AND AT THE SPECIFIED APPLICATION RATES. 6.2.3 ROTOTILL TOP 6" OF SOIL TO A LOOSE AND FRIABLE CONSISTENCY. 6.2.4 FINISH GRADE TO CONTOURS AND SPOT ELEVATIONS SHOWN ON PLANS. 6.2.5 AT TIME OF PLANTING, ALL AREAS TO BE PLANTED OR SEEDED SHALL BE FREE OF STONES, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER 1" IN DIAMETER OR LARGER AND SHALL BE FREE FROM ALL WIRE, PLASTER, OR SIMILAR OBJECTS THAT WOULD BE HINDRANCE TO PLANTING OR MAINTENANCE. 62 6 SLOPES STEEPER THAN 3:1 SHALL BE RAKED SMOOTH, BUT SHALL NOT RECEIVE SOIL AMENDMENTS (EXCEPT IN PLANT PITS, IF ANY); UNLESS SPECIFIED ON THE PLANS. 6.3 LANDSCAPE FINISH GRADING: 6.3.1 FINISH GRADING AFTER SOIL PREPARATION SHALL ESTABLISH FINAL FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. FLOWLINES AND GRADIENTS SHALL BE ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE OUTLET OR AN INLET STRUCTURE. 6.3.2 FINISH GRADE FOR ALL LAWN AREAS SHALL BE 1" BELOW SIDEWALKS AND CURBS, EXCEPT AT LOCATIONS THAT DRAINAGE WATER WILL FLOW ONTO OR ACROSS HARDSCAPE, CURBS OR PAVING. AT THESE CONDITIONS, THE GRADE SHALL BE FLUSH OR NOT MORE THAN 1/4" BELOW HARDSCAPING. FINISHED GRADES SHALL BE OF UNIFORM SLOPE AND GRADE BETWEEN POINTS OF FIXED ELEVATIONS OR ELEVATION CONTROLS, AND FROM SUCH POINTS ESTABLISH GRADES. 6.3.3 ALL FINISH GRADES SHALL BE FLOATED TO ASSURE A UNIFORM SURFACE WITHOUT IRREGULAR DIPS OR RIDGES, ALL TURF AREAS SHALL BE FLOATED WITH A MINIMUM 4' WIDE FLOAT AND GRADED AWAY FROM THE f'STABLISHED FLOWLINE. ROLL ALL PROPOSED TURF AREAS AND REFLOAT TO ELIMINATE DEPRESSIONS. 6.3.4 CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING ALL PLANTING AREAS TO FINISH GRADE AFTER SOIL PREPARATION WHICH SHALL BE 1" BELOW PAVING AND CURBS OR AS NOTED BY SPOT ELEVATIONS. SPECIAL ATTENTION SHALL BE GIVEN TO MAINTAINING CONTINUOUS AND EVEN FLOWLINES, AND DRAINAGE AWAY FROM STRUCTURES, TO DRAIN INLET OR OUTLETS. GRADES SHALL BE ESTABLISHED TO DRAIN ALL WATER AWAY FROM STRUCTURES BEHIND WALLS. WHEN DRAINAGE IS DIFFICULT TO ACHIEVE, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST A SOLUTION BEFORE CONTINUING. GRADE IN SHRUB AREAS SHALL BE ESTABLISHED PRIOR TO PLANTING TO ENSURE PROPER FINAL PLANTING HEIGHTS. 6.3.5 ALL FILL AREAS AND CONSTRUCTED BERMS OR MOUNDS SHALL BE COMPACTED IN EVEN LEVELS TO A MAXIMUM COMPACTION OF BO%. 6.4 SPACING: WHEN PLANT MATERIAL IS SPACED IN ROWS, THE TOTAL DIMENSION SHALL BE VERIFIED AND THE PLANTS EQUALLY SPACED WITHIN THE DESIGNATED AREA. WHEN PLANT MATERIAL IS SHOWN IN A LOOSE PATTERN, THE CONTRACTOR SHALL SPACE THE MATERIAL AS SHOWN ON PLANS OR AS DIRECTED BY LANDSCAPE ARCHITECT. GROUND COVER MATERIAL SHALL BE TRIANGULARLY SPACED PER DIMENSIONS INDICTED ON PLANS (WHERE APPLICABLE). 6.5 PLANT PITS: PLANT PITS SHALL BE DUG WITH LEVEL BOTTOMS WITH WIDTHS AND DEPTHS AS SHOWN IN DETAIL DRAWINGS. PITS FOR TREES SHALL BE DUG SQUARE. FILL PITS WITH WATER AND ALLOW TO DRAIN OUT. PLANT HOLES DUG BY AUGER METHOD WILL BE ACCEPTABLE, BUT SHALL HAVE SIDE WALL ROUGHENED OR SQUARED WITH A SHOVEL. SLICK PIT WALLS CAUSED BY AUGERING IN TOO WET SOIL WILL NOT BE ACCEPTED FOR PLANTING. 6.6 REMOVAL FROM PLASTIC CONTAINERS: ALL CONTAINER STOCK SHALL BE REMOVED FROM CONTAINER IN SUCH A WAY AS TO NOT DISTURB THE ROOT BALL. TAP CONTAINER AROUND ALL SIDES AND BOTTOM TO LOOSEN SOIL FROM CONTAINER. TURN CONTAINER UPSIDE DOWN AND CAREFULLY SLIDE OUT WITHOUT PULLING ON THE PLANT STEM OR TRUNK. ROOT BALL SHALL BE SUFFICIENTLY MOIST TO PREVENT DISTURBANCE OF ROOTS UPON REMOVAL OF THE CONTAINER. 6.7 HANDLING: NO PLANT MA TE RIAL SHALL BE PLANTED IF THE BALL IS BROKEN OR CRACKED EITHER BEFORE OR DURING THE PROCESS OF PLANTING. 6.B SETTING: PLANTS SHALL BEAR SAME RELATION TO SOIL LEVEL WHEN PLANTED AS THEY DID WHEN IN CONTAINER. EACH PLANT SHALL BE PLACED IN CENTER OF PLANT PIT. NO PLANTING SHALL OCCUR DURING WEATHER CONDITIONS WHICH ADVERSELY AFFECT PLANT MATERIAL OR WHEN SOIL IS IN A MUDDY CONDITION. 6.9 PIT BACKFILL PROCEDURE: 6.9.1 PLACE AGRIFORM 21 GRAM PLANT TABLETS IN BOTTOM OF PLANT PITS, ADHERING TO THE PLANTING NOTES. 6.9.2 BACKFILL PIT WITH BACKFILL MIX HALF-WAY TO FINISH GRADE AND WATER THOROUGHLY. 6.9.3 BACKFILL TO FINISH GRADE. BACKFILL MIX SHALL BE TAMPED FIRM, AND A SHALLOW BASIN FORMED AT PERIMETER OF PLANT PIT TO HOLD ENOUGH WATER TO SATURATE THE ROOT BALL AND BACKFILL MIX. 6.9.4 WATER IMMEDIATELY TO SA TU RATE ENTIRE ROOT BALL AND BACKFILL 6.9.5 REMOVE WATERING BASINS PRIOR TO HYDROSEEDING (IN LAWN AREAS ONLY). 6.10 TREE STAKING: STAKE ALL TREES AS SHOWN IN DETAILS. ORNE STAKES INTO FIRM SOIL NEXT TO ROOT BALL AND BACKFILL WITH PREPARED SOIL MIX. TREE AND STAKES SHALL BE VERTICAL IN ALL CASES. ONE GALLON AND LINER TREES SHALL BE PLANTED WITH STAKE REMOVED, UNLESS OTHERWISE DIRECTED. 6.11 FLATTED GROUND COVER: 6.11.1 ROOTED CUTTINGS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS AND SPACED AS SPECIFIED ON LANDSCAPE PLAN. 6.11.2 GROUND COVER PLANTS (ROOTED CUTTINGS) SHALL HAVE BEEN GROWN IN FLATS AND SHALL REMAIN IN THOSE FLA TS UNTIL TIME FOR TRANSPLANTING. AT TIME OF TRANSPLANTING, THE FLAT SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT THE SOIL DOES NOT FALL APART WHEN LIFTING PLANST FROM FLAT. EACH PLANT SHALL BE PLANTED WITH ITS PROPORTIONATE AMOUNT OF THE FLAT SOIL IN A MANNER THAT WILL ENSURE A MINIMUM OF DISTURBANCE TO THE ROOT SYSTEM. 6.11.3 ROOTED CUTTINGS SHALL NOT BE ALLOWED TO DRY OUT BEFORE OR WHILE BEING PLANTED. WILTED PLANTS SHALL NOT BE ACCEPTED. 6.11.4 AT TIME OF PLANTING ALL GROUND COVER PLANTS, THE EARTH AROUND EACH PLANT SHALL BE FIRMED SUFFICIENTLY TO FORCE OUT ALL AIR POCKETS. 6.11.5 EACH GROUND COVER PLANT SHALL BE PLANTED WITH A MINIMUM OF ONE 5 GRAM 20-15-5 PLANT TABLET ADJACENT TO ROOT ZONE. 6.12 MULCHING: WHEN PLANTING OPERATIONS ARE COMPLETE AND SHRUB AREAS HAVE BEEN RAKED AND DRESSED, MULCH ALL SHRUB AND TREE WATERING BASINS WITH A 1" LAYER OF GROUND FIR BARK (0 • 114" SIZE). DO NOT MULCH PLANTED GROUND COVER AREAS PRIOR TO PLANTING GROUND COVER OR HYDROSEEDING. DO NOT MULCH TREES IN TURF AREAS. ALL NON-TURF PLANTING AREAS LESS STEEP THAN 3:1 SHALL RECEIVE A 3• THICK LAYER OF MULCH. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO THE JOB SITE. 6.13 QUANTITIES: IN ALL CASES, QUANTITIES OF PLANT MATERIAL SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK AS INDICATED ON DRAWINGS, INCLUDING RESEEDING, REDRESSING, AND MAINTENANCE (REPLACEMENTS) DURING THE CONTRACT PERIOD. 6.14 PROTECTION: THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS INCLUDED IN THE CONTRACT, INCLUDING LAWN AREAS, PLANT MATERIALS, SUPPORTERS, ETC., UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER OR HIS REPRESENTATIVE. 6.15 CLEAN-UP: AFTER ALL PLANTING OPERATIONS ARE COMPLETED, CONTRACTOR SHALL REMOVE ALL TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, OR OTHER ACCUMULATED DEBRIS FROM THE SITE AT NO EXTRA COST TO OWNER. CONTRACTOR SHALL REPAIR ALL SCARS, RUTS, OR MARS IN AREA CAUSED BY WORK OPERATIONS. AREAS SHALL BE LEFT IN A NEAT AND ORDERLY CONDITIONS. 6.16 INSPECTIONS (PLANTING PHASE): 6.16.1 CONTRACTOR SHALL GNE FORTY-EIGHT HOURS NOTICE AND SET APPOINTMENT FOR ALL REVIEWS BY THE LANDSCAPE ARCHITECT. 6.16.2 REVIEW BY OWNER AND LANDSCAPE ARCHITECT AND CITY INSPECTOR SHALL BE SCHEDULED FOR THE FOLLOWING OPERATIONS: A. REVIEW OF FINISH GRADING B. REVIEW OF ALL PLANT MATERIAL PRIOR TO PLANTING. C. TREE AND SHRUB PLACEMENT PRIOR TO DIGGING HOLES. D. REVIEW OF GROUND COVER LINES AND MOW CURB PRIOR TO PLANTING. E. START OF MAINTENANCE PERIOD/ACCEPTANCE OF INSTALLATION. F. FINAL ACCEPTANCE AT END OF MAINTENANCE PERIOD. 6.16.3 REVIEW SHALL BE CALLED FOR AT END OF ALL PLANTING OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH PLANS AND SPECIFICATIONS, INTENT, WORKMANSHIP, AND CLEAN-UP. CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF REVIEW DATA, ANY CORRECTIONS REQUIRED TO WORK, AND LIMITS OF REVIEWED AREAS BEFORE BEGINNING THE DESCRIBED ESTABLISHED WORK. 6.16.4 IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF WORK, AND SAID WORK IS SUBSTANTIALLY INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OWNER'S COSTS. 6.17 OMIT 6.18 GUARANTEE: 6.18.1 ALL SHRUBS, GROUND COVERS, AND LAWN AREAS SHALL BE GUARANTEED AS TO GROWTH AND HEALTH OF A PERIOD OF NINETY DAYS AFTER FINAL ACCEPTANCE BY THE OWNER OR HIS REPRESENTATIVE; ALL TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. 6.1B.2 PLANTS WHICH DIE OR LOSE MORE THAN 30% OF THEIR ORIGINAL LEAVES SHALL BE REPLACED UNDER THIS SECTION. 6.18.3 THE CONTRACTOR, WITHIN FOURTEEN DAYS OF WRITTEN NOTIFICATION BY OWNER, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. ALL PLANT MATERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. "AS-BUILT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 1/15/0e, DAAV'IN 6'1", C.G/MM ::HOWARD:: "" fi( J06 NUMBER., 2100.bb FILE, REVl5ION5: •••ASSOCIATES• • • • • landscape architecture da 291!1 1111110 do au, diegp drive aulU 350 5an dlq;o , . ., <!21011 619 718 96.0 "' --l-,-,GN-A_Tl!_RE __ .• :1..':f·O P.E. EXP, ___ _ REVIEWED BY: INSPECTOR " 6.19 ESTABLISHMENT PERIOD: 6.19.1 CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DURING THE PROGRESS OF THE WORK, THROUGH THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE OF THE WORK. 6.19.2 THE ENTIRE PROJECT SHALL BE MAINTAINED IN A SATISFACTORY CONDITION FOR A PERIOD OF NINETY CALENDAR DAYS, COMMENCING FROM THE TIME ALL ITEMS OF IRRIGATION AND LANDSCAPE PLANTING WORK HAVE BEEN COMPLETED AS SPECIFIED IN THE FOREGOING ARTICLES OF THESE SPECIAL PROVISIONS TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT, AND UPON THOROUGH GERMINATION OF THE HYDROSEED AREAS AS DETERMINED BY THE LANDSCAPE ARCHITECT. 6.19.3 ESTABLISHMENT WORK INCLUDES ALL MOWING, WATERING, WEEDING, RESEEDING, MULCHING, CULTIVATING, SPRAYING, AND TRIMMING NECESSARY TO BRING THE PLANTED AREAS TO A HEAL THY GROWING CONDITION, AND ANY ADDITIONAL WORK NEEDED TO KEEP THE AREAS NEAT, EDGED, AND ATTRACTIVE. 6.19.4 WATER GRASS UNTIL ACCEPTANCE OF WORK. THE AREAS SHALL BE KEPT MOIST, BUT NOT GLISTENING WET, UNTIL TIME FOR THE FIRST CUTTING OF GRASS. AFTER FIRST CUTTING, WATER LAWN TO MAINTAIN A THRIVING CONDITION. RESEEDED AREAS THAT DO NOT SHOW PROMPT GERMINATION SHALL BE AGAIN RESEEDED AT TEN DAY INTERVALS. THE CONTRACTOR SHALL MAINTAIN THE LAWN AREAS UNTIL AN EVEN, CLOSE STAND OF GRASS HAS BEEN OBTAINED AND FOR AT LEAST THIRTY DAYS. 6.19.5 DURING THE PLANT ESTABLISHMENT PERIOD, ALL PLANTS AND PLANTED AREAS SHALL BE KEFT WELL WEED-FREE AT ALL TIMES. WEEDS, DALLAS AND JOHNSON GRASS, AND BERMUDA GRASS SHALL BE REMOVED AND DISPOSED OF. PAY SPECIAL ATTENTION TO WATERING SLOPES PLANTED IN LAWN ON THE WINDWARD AND/OR SUNNY SIDE SO THAT LAWN WILL BE ADEQUATELY WATERED AT ALL TIMES. 6.19.6 THE LAWNS SHOULD BE EDGED WHENEVER NECESSARY. THE GRASS SHALL BE MOWED WITH SHARP AND ADJUSTED MOWERS BEFORE IT EXCEEDS 2" IN HEIGHT. THE GRASS WILL BE CUT TO NOT LESS THAN 1•, AND DURING THE PERIOD OF MAINTENANCE, THE GRASS WILL NOT BE ALLOWED TO EXCEED 2" IN HEIGHT. 6.19. 7 IMMEDIATELY AFTER THE FIRST CUTTING OF GRASS, WHEREVER A LAWN AREAS IS BOUNDED BY TREES OR SHRUBS, THE EDGE OF THE GRASS SHALL BE TRIMMED TO A NEAT AND UNIFORM LINE AT A DISTANCE OF APPROXIMATELY 2' FROM THE TREES OR SHRUBS. WHERE MOW CURB EXISTS, TRIM TO MOW CURB. WHERE TREES OR SHRUBS OCCUR IN GRASS AREAS, THE GRASS SHALL BE TURNED UNDER AND NEATLY EDGED 18" AWAY FROM THE PLANTS. THE LAWN EDGES SHALL BE MAINTAINED A NEAT CONDITION UNTIL ACCEPTANCE OF THE WORK. 6.19,8 WORKMEN SHALL NOT BE ALLOWED TO WORK ON GRASS AREAS UNNECESSARILY BEFORE, DURING, AND AFTER SEEDING OPERATIONS. GRASS AREAS THAT HAVE BEEN DAMAGED OR COMPACTED SHALL BE RECULTIVATEDAND RESEEDED AT THE CONTRACTOR'S EXPENSE. 6.19.9 ANY DAY THE CONTRACTOR FAILS TO ADEQUATELY WATER, REPLACE UNSUITABLE PLANTS, WEEDS, AND OTHER WORK DETERMINED TO BE NECESSARY BY THE OWNER, WILL NOT BE CREDITED AS PART OF THE ESTABLISHMENT PERIOD. 6.19.10 DURING THE ESTABLISHMENT PERIOD, ANY PLANT INDICATING WEAKNESS OR PROBABILITY OF DYING, SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. 6.19.11 ALL BASINS AROUND SHRUBS AND TREES SHALL BE MAINTAINED AT A FOUR INCH DEPTH THROUGHOUT ESTABLISHMENT PERIOD, UNLESS OTHERWISE INSTRUCTED BY THE OWNER OR HIS REPRESENTATIVE. 6.19.12 TREE STAKES WHICH FOR ANY REASON ARE DAMAGED OR RENDERED INADEQUATE FOR SUPPORT SHALL BE REPAIRED AND RESTORED TO THEIR ORIGINAL CONDITION. 619.13 CONSTANT DILIGENCE SHALL BE MAINTAINED TO DETECT THE PRESENCE OF DISEASE, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. 6.19.14 ALL SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES. TALL OR SCRAGGLY BRANCHES SHALL BE TINNED OUT WHERE NECESSARY. IN NO CASE SHALL TREES OR SHRUBS BE TRIMMED BY HEADING OR SHEARING. ANY PLANTS SEVERELY PRUNED IN THIS MANNER SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. 6.19.15 ON THE 45TH DAY OF THE ESTABLISHMENT PERIOD, ALL LAWN AREAS SHALL RECEIVE TOP DRESSING OF 6 POUNDS OF 16-6-8 COMMERCIAL FERTILIZER PER 1,000 SQ. FT. 6.19.16 ON THE 80TH DAY OF THE ESTABLISHMENT PERIOD, ALL LAWN AND GROUND COVER AREAS SHALL RECEIVE TOP DRESSING OF 6 POUNDS OF 16-6-8 COMMERCIAL FERTILIZER PER 1,000 SQ. FT. 6.19.17 AT COMPLETION OF ESTABLISHMENT PERIOD, ALL AREAS INCLUDED IN THE CONTRACT SHALL BE SUBSTANTIALLY CLEAN AND FREE OF DEBRIS AND WEEDS. ALL PLANT MATERIALS SHALL BE LIVE, HEALTHY AND FREE OF INFESTATIONS. 6.19.18 ANY EROSION OR SLIPPAGE OF SOIL CAUSED BY WATERING SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. 6.19.19 ALL WALKS, CURBS, AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MUD, DUST, AND STANDING WATER BY SWEEPING, MOPPING, OR HOSING DOWN AS REQUIRED TO MAINTAIN CLEANLINESS THROUGHOUT. 6.20 WRITTEN NOTICE: AT THE END OF SPECIFIED ESTABLISHMENT PERIOD, THE CONTRACTOR SHALL REQUEST FINAL INSPECTION BY LANDSCAPE ARCHITECT FOR FINAL ACCEPTANCE. ALL ITEMS OF MAINTENANCE ESTABLISHMENT PERIOD AND SPECIFICATIONS ARE SUBJECT TO FINAL APPROVAL BY THE OWNER. AFTER FINAL ACCEPTANCE IS GRANTED, CONTRACTOR SHALL PRESENT WRITTEN NOTICE TO THE OWNER THAT HE HAS COMPLETED THE REQUIRED MAINTENANCE, AND THAT ANY FURTHER MAINTENANCE WILL BE THE RESPONSIBILITY OF THE OWNER. END OF SECTION SECTION IV.E -CITY OF CARLSBAD LANDSCAPE MANUAL SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS E.3-1 SLOPE PLANTING E.3-1.1 SLOPE PLANTING STANDARDS SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD #1 • COVER CROP/STRAW MAT COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF STRAW MAT SHALL BEAS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. STRAW MAT SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR STRAW MAT MAY BE USED. 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 2-314 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) PER TWO HUNDRED SQUARE FEET. E.3-1.2 AREAS OF APPLICATION (PLANTING) E.3-1.2.1 SLOPES-6:1 OR STEEPER AND: DATE BENCHMARK: DESCRIPTION: STANOARO M-10 STR££T CENTERLINE IITTL MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENGINEER'S STAl!ON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH 1£1/ELS {NO. COUNTY 'IERT. DATE INITIAL A. 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD #1 (COVER CROP AND JUTED). B. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, AND #3. C. IN EXCESS OF B FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3, AND #4. E.3-1.2-2 SPECIAL CONDITIONS E.3-1.2-2.1 AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WHEN THEY HAVE ONE OR 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. SECTION IV.F • CITY OF CARLSBAD LANDSCAPE MANUAL F.3-1 CONDITION A -MANUFACTURED SLOPE FIRE PROTECTION PERTAINS TO MAN MADE SLOPES ABUTTING HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION 11 C.1 SECTION A-1 • MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF STRUCTURE(S). 1. PLANTED WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNOWN TO HAVE FIRE RETARDANT QUALITIES. 2. NO TREES OR SHRUBS ALLOWED. 3. IRRIGATED. SECTION A-2 -MEASURE HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF SECTION A-1. 1. PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS. 2. NO TREES ALLOWED. 3. IRRIGATED SECTION A-3 -MEASURED OUTWARD FROM THE OUTLYING EDGE OF A-2 TO INCLUDE THE REMAINDER OF THE AREA BETWEEN SECTION A-2 AND HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION II C. HORIZONTAL DISTANCE FROM THE STRUCTURE($) TO UNTREATED HIGH RISK AREAS SHALL NOT BE LESS THAN 60'. 1. PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS. 2. TREES ARE ALLOWED BUT SHALL NOT BE PLANTED CLOSER THAN 20' APART. 3. IRRIGATED.RASS A F.3-2 CONDITION B -NATIVE SLOPES • WILDLAND FIRE SUPPRESSION PERTAINS TO AREAS WHERE REMOVAL OF ENVIRONMENTALLY SENSITIVE NATIVE VEGETATION IS RESTRICTED WITHIN THE FIRE SECTIONS. SECTION B-1 -MEASURED 20' HORIZONTALLY FROM THE OUTLYING EDGE OF THE STRUCTURE($) TOWARD THE ENVIRONMENTALLY RESTRICTED AREA AS DEFINED BY THE CITY. 1. REMOVAL OF "HIGH FUEL AND MODERATE HAZARD SPECIES" AS LISTED IN APPENDIX F.1. 2. PLANTING WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNOWN TO HAVE FIRE RETARDANT QUALITIES OR AS OTHERWISE REQUIRED BY THE CITY. 3, NO TREES OR SHRUBS ALLOWED. 4. IRRIGATED. SECTION B-2 -MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF B-1. 1. REMOVAL OF "HIGH FUEL SPECIES" LISTED IN APPENDIX F.1. 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 60% OF THE VOLUME OF THE "MODERATE FUEL SPECIES" AS LISTED IN APPENDIX F.1. 3. REPLANTING WITH NATURALIZING LOW FUEL SPECIES. 4. TREES AND LARGE TREE FORM SHRUBS (E.G. OAKS, SUMAC, TOYON) WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNDERSTORY PLANT MATERIAL OR 6', WHICHEVER IS HIGHER. DEAD AND EXCESSIVELY TWIGGY GROWTH SHALL ALSO BE REMOVED, 5. IRRIGATED. SECTION B-3 • MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF SECTION B-2. THE OUTER EDGE OF B-3 SHALL EXTEND HORIZONTALLY TO A POINT AT LEAST 60' FROM STRUCTURES. 1. REMOVAL OF "HIGH FUEL SPECIES" AS LISTED IN APPENDIX F.1. 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 40% OF THE VOLUME OF THE "MODERATE FUEL SPECIES" AS LISTED IN APPENDIX F.1. 3. TREES AND LARGE TREE FORM SHRUBS (E.G. OAKS, SUMAC, TOYON) WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNOERSTORY PLANT MATERIAL OR 6', WHICHEVER IS HIGHER. DEAD AND EXCESSNEL Y TWIGGY GROWTH SHALL ALSO BE REMOVED. 4. NON-IRRIGATED. APPENDIX F (VLF)· CITY OF CARLSBAD LANDSCAPE MANUAL NATIVES ADENOSTEMA FASCICULA TUM -CHAM I SE ARTEMISIA CALIFORNICA • CALIFORNIA SAGEBRUSH ERIOGONUM FASCICULATUM. BUCKWHEAT SALVIA SPECIES -SAGE DOMESTICS ACACIA SPECIES -ACACIA CEDRUS SPECIES -CEDAR CUPRESSUS SPECIES· CYPRESS DODCNAEA VISCOSA • HOPSEED BUSH EUCALYPTUS SPECIES -EUCALYPTUS JUNIPERUS SPECIES -JUNIPER PENNISETUM -FOUNTAIN GRASS PINUS SPECIES -PINE MODERATE HAZARD SPECIES HETEROMELESE ARBUTIFOLIA -TOYON MALOSMA LAURINA -LAUREL SUMAC QUERCUS DUMOSA -SCRUB OAK RHUS INTEGRIFOLIA -LEMONADE BERRY AYLOCOCUCUS Bl-COLOR· MISSION MANZANITA ~ 6 CITY OF CARLSBAD LJQJ 0 PLANNING DEPARTMENT PlANT/NG SPECIFICATIONS FOR: ROBERTSON RANCH PA 16, 17, & 18 C.T. 02-16 I APPff~~ ( C;r-Hwt PLANNING ,t,. ?<t· 0"2) I DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CONTROL OATA) ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: C. T. 04-26 45,1_-BL DATE ELEVATION: 68. 419 OA TVM: U.S. C. .t G.S. CMWD ( ISENERAL NO>'T)""E""5---------------------------------.-cA"'N""D""5"-C"CAf'1=1c ...... !5""RAINA6E NOTES I. THE CONTRACTOl'l SHALL PROTECT ALL EXISTING> C,ONSTl'lUCTION FROM DAMAG>E, AND SHALL REPAll'l, AT HIS COST, ANY DAMA.SE RESULTING> FROM HIS OPERATIONS. CONTRACTORS ON THE JOB SHALL CARRY THE FOLLOV'llN\So INSURANCE, /I) l'IORKER'S COMPENSATION; (2) PUBLIC COMPREHENSIVE ISENEl'lAL LIABILITY'; AND (:3) PROPERTY' DAMAG>E. IN AN EMERG>ENCY THREATENING> THE LIFE, SAFETY', Ol'l ADJACENT V'lORK, THE CONTRACTOl'l 15 HERcBY INSTRUCTED TO ACT AT HIS Dl;:GRcTION TO PREVl:NT SUCH LOSS OR INJURY. THE CONTRACTOF!. SHALL MAINTAIN THE FOLLOV'llN\So MINIMUM LIA61LITY' COVERAG>c DURING, THc CONTRACT PERIOD; BODILY INJURY, f250,000 PEl'l INDIVIDUAL, Pcl'l OCCUl'\RENCE; PROPERTY' DAMA,Sc, $100,000 PEF!. OCCURRENC:-c, AG>ISREISATE. 2. THE CONTRACTOR SHALL CAUSE TO BE NAMED AS ADDITIONAL INSURED IN SUCH CONTRACTOF!.'5 PUBLIC LIA61LITY' AND AUTOM061LE LIA61LITY' POLICIES THE FOLLOJl'llNG>, (I) CAI.AVERA HILLS II, I.LC; HOV'lARD ASSOCIATES, INC. 3. THE CONTRACTOR AG-REES TO HOLD HARMLESS THE Ol'IINER AND LANDSC:-APE ARCHITECT FROM ANY CLAIMS ARISING-OUT OF HIS OPERATIONS OF!. THE OPERATIONS OF ANY OF HIS SUElCONTRACTOR5, MATERIAL SUPPLIERS OR AG>ENTS. 4. ALL LOCAL MUNICIPAL, STATE, AND FEDERAL I..AV'l5, RULES, AND REGULATIONS G>OVERNING OF!. RELATIN,S TO ANY' PORTION OF THIS HORI< ~ HEREBY INCORPORATED AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS 5HALL 6E CARRIED OUT 6Y THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY t>ISCRcFANCIES ElETl'IEEN CODES AND THE INFORMATION AND DESIGNS PRESENTED IN THESE DRAl'IING-5. 5. THE CONTRACTOl'l SHALL VEF!.IFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES 6EFORE 6EG>INNING> l'IORI<. THE LOCATIONS OF THESE ITEMS SHOl'IN IN THE PLANS ~ APPROXIMATE ONLY, AND THERl:c MAY f3E ADDITIONAL UTILITIES PRESENT l'IHICH ARE NOT INDICATED ON THESE PLANS. THE CONTRACTOl'l SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCRcFANCIES 6ETl'IEEN FIELD CONDITIONS AND THE INFORMATION AND t>ESIGNS PRESENTED IN THESE ORAl'IINGS. b. THE CONTRACTOR SHALL 06TAIN AND REVIEl'i A SET OF THI:: APPROPRIATE ARCHITECTURAL, ELl:C'TRICAL, AND CIVIL ENG>INEERING PLANS PRIOR TO 6EG>INNING-l'IORK. i. PERMITS FOR ALL l'l!ORI< INDICATED IN THESE: PLANS SHALL Bf 06TAINED 6Y THE CONTRACTOR. I!>. THE; CONTRACTOR SHALL HAVE; A VALID CONTRACTOR'S LICENSE FOR THE PARTICULAR l'IORK 6EING> PERFO~ED. THI; CONTRACTOR SHALL NOT ALLOl'i THE LICENSE TO LAPSE DURING THE CONTRACT PERIOD. 'I. NO MATERIAL SUBSTITUTIONS OF ANY' KIND l'IILL BE Bf ALLOl'IED l'IITHOUT THE EXPRESS i"IRITTEN AUTHORIZATION OF THE LANt>SCPAE ARCHITECT. 10. Ol'INER 15 HER6Y NOTIFIEt> THAT ALL l'IORI< ON THESE PLANS 15 SUBJECT TO NORMAL l'IIEAR AND TEAR, AND ALL l'IORI< MUST 6E MAINTAINED ON A REG>UI..AR 6ASIS. AN ANNUAL MAINTENANCE; IN5PECTION SHALL ElE PERFORMED 6Y A LANDSCAPE ARCHITECT LICENSED IN THE; STATE OF CALIFORNINA. THIS INSPECTION 5HALL INCLl.lt>f:, BUT NOT 6E LIMITED TO, PLANT MATERIAL, IRRIGATION SYSTEMS, PAVING, POOL, SPA, Fl:NCING, 1/'lATER FEATURE, AND LIGHTING. JI. Oi"INE:l'l 15 HERESY NOTIFIED THAT PLANT MATERIALS ARI: LIVING, GROl'IING ORG-ANISMS, AND THAT IMPROPEl'l MAINTENANCE: MAY Rl:SULT IN THEIR DEATH, OR. CAUSE OTHER PR06LEMS SUCH AS ROOT INTRUSION OR THE OEVELOPMENT OF SURFACE ROOTS. Ol'INER 15 HERE6Y FURTHER NOTIFIED THAT SOME OR ALL PLANT MATERIALS, INCLUDING TREE9, SHRU65, ANt> GROUND COVERS, SHOl'IN IN THESE ORAl'ilNG>S MAY NEED TO Bf; REMOVEO AND/Ol'l Ri:::PLACED AT SOME FUTURl:c TIME;. 12. IT SHALL .BE THE Ol'INER'9 RESFONSlfllLITY TO PROVlt>E ALL FiJTURE Oi'iNERS OF THIS PROJECT l'IIITH A SET OF THl:5E PLANS, INCLUDING THESE NOTES. G>ENERAL CONSTRUCTION NOTES I. ALL EXISTING> DIMENSIONS ANI;> LOCATIONS OF EXISTING, 06JECTS ARE APPROXIMATE. CONTRACTOl'l SHALL FIELD VERIFY ALL EXISTING> ELEMENTS PRIOR TO BID. 2. ALL CONSTRUCTION SHALL CONFORM TO MINIMUM SPECIFICATIONS AND REQUIREMENTS OF Rl:GIONAL, LOCAL AND STATE G>OVERNMENTAL Ae;,ENCIES. 3. Oi"INEF!. SHALL APPF?.OVE AL.L MATERIALS PRIOR TO ORDERING>. SUBMIT FINISH SAMPLES OF FI..ATl"IOl'\K FOR Ol"INER APPROVAL PRIOl'l TO ORDERINe;,. 4. PERMITS FOl'l ANY CONSTRUC:.TION DEPICTED IN THESE PLANS SHALL BE OBTAINED 6Y THE CONTRACTOl'l. 5. CONTRACTOl'l 5HALL SHIELD EXISTIN\So l"IORK l'IITH VISQIJEEN TO PREVENT SPLATTERING-OF CONCRETE OR MORTAl'l. b. ALL PAVING-SHALL SURFACE DRAIN AT MINIMUM 1% AV'lAY FROM V'lALLS AND STRUCTURES TOV'lARt> SV'lALES. ALL PLANTED AREAS SHALL DRAIN AT MIN. 2% TOV'lARD SV'lALES. SEE CIVIL ENG>INEERING DRAINAGE PL.AN FOR ALL GRADING-. i. ALI.. l'IIRITTEN DIMENSIONS ON PLANS SHALL TAKE PRECEDENCE OVEl'l SCALED DIMENSIONS. e,. IN CASE OF t>ISCREPANCIES BETJl'lEEN l'l!RITTEN SPECIFICATIONS ANI;> GRAPHIC INFORMATION Ol'l OTHEl'l INFORMATION, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR C,1.ARIFICATION CONCRETE NOTES I. CONCRETE SHALi.. HAVE A MINIMUM COMPRESSIVE STRENG-TH AT 2e, DAYS OF 2~0 PSI. CEMENT SHALL 6E TYPE I. FINISH MEDIUM BROOM FINISH AND COLOR SHALL 6E 'NATURAi.. GoREY' UNLESS OTHERJ/11151:; NOTEO. PROVIDE 12" SQUARE SAMPLE POUR FOR APPROVAL PRIOl'l TO INSTALLATION. 2. REINFORC:.IN<S, SHALL COMP!. Y Jl'llTH ASTM A615, GoRADE 40. 3. CONTRACTOR SHALL INSTALL FULL-DEPTH EXPANSION JOINTS AND SCORE JOINTS AS SHOl"IN ON PLANS AND DETAILS, AND ADD ADDITIONAL JOINTS l"IHERc NEC:.ES5ARY TO CONTROL CONCRETE CRACKING>. i"IOOt> STAIN NOTES I. ALL SURFACES MUST 61: CLEAN, SOUND, DRY, AND FREE OF ANY DIRT, DUST, CHALi<, OIL, ,SR.EASE, AND MILDEl'l STAINS. 2. STAIN SHALL 6E APPLIED IN ACCORDANCE l'IIITH THE PRINTED INSTRUCTIONS ANO AT THE APPLICATION RATES RECOMMENDED BY THE MANUFAC:.TURER. 3. CONTRACTOR SHALL APPLY mo COATS OF A SEMITRANSPARENT STAIN. EACH COAT SHALL flE APPLIED TO A UNIFORM FINISH. FINISHED SURFACES SHALL. BE FREI: OF SURFAC:.E DEVIATIONS AND IMPERFECTIONS. 4. EACH APPLICATION OF STAIN SHALL flE CURED IN ACCORDANCE i'IITH THE MANUFACTURERE'S RECOMMENDATIONS BEFORe APPL'r'IN<S, THI: SUCCEEDING> COAT. DRYING> TIME 61:Tl'IEEN APPLICATIONS SHALL 6E AS RECOMMENDED BY THI: MANUFACTUREl'l. 5. STAIN SHALL flE APPLIED BY Bl'\USH, ROLLER, Ol'l SPRAY. I. ALL LOCAL, MUNICIPAL ANO STATE CODES, LAl'IS, RULES ANI;> REISULATIONS PERTAINING> TO ANY PORTION OF THIS V'lORK ARE HEREBY INCORPORATEO INTO AND MADE A PART OF THESE PLANS ANI;> THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE V'lORK HEREIN PRIOR TO BEG-INNING> l'IORK. :3. IT SHALL BE THE CONTRACTOR'S RESPONS161LITY' TO LOCATE ANI;> PROTECT IN PLACE ALL EXISTINIS UTILITIES PRIOR TO 6E6INNIN,S ANY CONSTRUCTION. ANY UTILITIES DISTURBED DURING> CONSTRUCTION SHALL 6E REPAIRED AND/OR REPLACED 6Y THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 4. PROVIDE EARTHEN BERMS AT THE TOPS OF ANY PROPOSED OR EXISTING> SLOPES ISREATER THAN 6d ISRADIENT, SUFFICIENT TO DIRECT SURFACE FLOV'l OF ~TEl'l ~y Fl'lOM SLOPES. 5. BURY ALL DRAIN LINE V'llTH A MINIMUM OF 12" COVER. 6. ALL DRAIN LINE SHALL HAVE A POSITIVE FLOV'l V'llTH A MINIMUM ISRADIENT OF 1%. i. ALL DRAIN PIPE SHALL BE 4' RIG-ID PVC. FLEXIBLE PIPE SHALL NOT BE ALLOV'lED. I!>. ISRADE ALL LANDSCAPED AREAS TO DRAIN AT 2% MINIMUM ISRADE TOV'lARD AREA DRAINS, SV'lALES Ol'l CURBS. 'I. G,RADE POOL DECK TO DRAIN AT A 1% MINIMUM ISRADE TOV'lARO AREA DRAINS MASONRY NOTES I. ALL STUCCO V'lALLS SHALL Be V'lATER SEALED Jl'llTHIN 50 DAYS OF STUCCO COLOR. ALL STUCCO SHAL.L MATCH ARCHITECTURc IN FINISH, EXCEPT AS NOTED. CARPENTRY NOTES l. ALL LUMBER SHALL 6E DOUG-LAS Fll'l, NO. 2 GRADE OR Bi:TTER, UNLESS OTHEjzy,jlSE INDICATED. ALL IN-GROUND POSTS SHALL Bf REDl'IOOD, UNLESS OTHERJ/IIISE SPECIFIED. 2. ALL LUM6ER SHALL flE MILLED 545, UNLESS OTHEjzy,jlSE INDICATED. MITER ALL CORNERS. 9. ALL CONNECTORS, ANCHORS AND ACCESSORIES, INCLUDING-NAILS, SHALL BE FABRICATED STRUCTURAL STEEL AND SHALL BE HOT-DIPPED G>ALVANIZED. ALL HARDV'lAl'l SHALL 6E PAINTED TO MATCH 1"1000, EXCEPT AS OTHERJ/IIISE NOTED IN PLANS ANO DETAILS. 4. ALL i'IOOD OVERHEAD AND TRELLIS SURFACES SHALL BE PAINTED Jl'llTH ONE (I) COAT OF EXTERIOl'l PRIMER AND Ti"IO (2) COATS OF i"IEATHEF!. RcSISTANT ALKYD ENAMEL. COLOR SHALL MATCH ARCHITECTURAL TRIM UNLl:55 NOTED OTHEjzy,IISE. PRIME ALL Jl'lOOD PRIOR TO ASSEMBLY. 5. ALL ,SATES SHALL 6E SELF-CLOSING> Jl'llTH STEEL STOPS. LANDSCAPE DRAINAGE NOTES I. ALL LOCAL, MUNICIPAL AND STATE CODES, l..A/"15, l'\ULE5 AND Rl:GoULATION5 PERTAINING TO ANY PORTION OF THIS l'IIORK ARE HEREBY INCORPORATED INTO AND MADI: A PART OF THESE: PLANS AND THEIR PROVISIONS SHALL 6E CARl'<IED OUT BY THE CONTRACTOF!.. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE l"IORK HERclN PRIOR TO .BEG-INNING> l"IORI<. 3. IT SHALL 6E THI: CONTRACTOR'S RESPONSIBILITY' TO LOCATE AND PROTECT IN PLAC:-E ALL. f;XISTIN,S UTILITIES PRIOR TO flE<S,INNIN,S ANY CONSTRUCTION. ANY UTILITIES DISTURBED DURING> CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED 6Y THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 4. PROVIDE; EARTHEN BERMS AT THE TOPS OF ANY PROPOSED OR EXISTING SLOPES GREATEl'l THAN 6,1 GRADIENT, SUFFICIENT TO DIRECT SURFACE FLOl"I OF V'lATER ~y FROM SLOPES. 5. fllJRY ALL DRAIN LINE l"IITH A MINIMUM OF 12" COVER. 6. ALL DRAIN LINE SHALL HAVE A POSITIVE FLOl"l l'IITH A MINIMUM GoRADIENT OF 1"6. i. ALL t>RAIN PIPE SHALL BE 4" RIG-ID PVC. FLEXIBLE PIPE SHALL NOT BE ALLOl'IED. e. SLEEVE ALL DRAIN LINES A5 THEY PASS UNDER PAVED AREAS, i"IITH ;:GHEDLJL.E 40 SLEEVES TJl'llCE THE SIZE OF THE l'IIORKIN,S PIPE. 'I. G>RAt>E ALI.. LAND;:GAPED AREAS TO DRAIN AT 2% MINIMUM GoRADI: TOV'lARD AREA t>RAINS, SV'lALES OR CURBS. 10. GRADE POOL DECK TO DRAIN AT A 1% MINIMUM ISRADE TOV'lARO AREA DRAINS MTER RESISTANT MEMBRANE INSTALLATION SPECIFICATIONS I. MATERIAL SPECIFICATIONS, "MAR-FLl:X" V'lATERPROOFIN,S SYSTEM CONSISTING OF A MAR-FL.EX 500 SPRAY APPLIED MEMBRANE: Jl'llTH A SOCO-SHIELD 900 MEM6RANE ADHERED TO THE PRIMARY MAR-FLEX 500 MEM6RANI: AS SECONOARY PROTECTION. 2. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND THI: FOLLOl'IIING NOTES, A. PREP Jl'lALL ANO FOOTING> -SPRAY APPLY "MAR.FLEX 500" MEMBRANE TO 6ACK OF MLL AND TOP OF FOOTING>. 6. ADDRESS EXPANSION JOINT l'l!ITH 12" MIN. STRIP OF "SOW-SHIELD" CENTERED OVER JOINT, ADHERED TO "MAR.FLEX". OVER SPRAY JOINT i"IITH "MARFLEX 500" TO MANUFACTURER'S REQUIRED MIL THICKNESS. C. APPLY "SOCO-SHIELD '300 MEMBRANE (10 MIL. MIN. THIC:-KNESS) TO ADHERE TO THE "MAR.FLEX 500" OVER ENTIRE Jl'lALL INCLUDING> TREATED EXPANSION JOINTS AND ENTIRE TOP OF FOOTING>, OVERLAP MATERIAL Si:AMS MIN. 6" IN AL.L DIRECTIONS. D. ATTACH TACK STRIP AT TOP OF MEMBRANE AND ON SIDE ENDS OF V'lALL FROM TOP OF MEMBRANE TO TOP OF FOOTING-. E. APPLY "COOL-COAT' OF EQUIVILENT U.V. RcSISTANT MEMBRANE ABOVE TACK STRIP TO TOP OF V'lALL Pcl'l MANUFACTURER'S SPECIFICATIONS. "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 04/14/0"1 C,($7/MM J06 NUMBER, 2100.f>f> FIL.c, , HOWARD:·: ·,,ASSOCIATES· P.E. EXP.----DATE , ,, •• landscape architecture rla 2919 REVIEWED BY: lll!l!U ria sp_n diog<> <trloe ouli., 350 """ diq;o ell 921011 bl9 718 %60 REYl510N5, DATE INSPECTOR FENCE & WALL LEGEND SYMBOL -----·-·---,. ----·--..... --- ---·-·-·- a DESCRIPTION 6' HEIGHT COMMUNITY THEME BLOCK WALL SOLID MASONRY - 5' HEIGHT UNLESS SHOWN OTHERWISE 3' HEIGHT SOLID MASONRY WALL VIEW FENCE -TUBUIJ.R STEEL TUBUIJ.R STEEL. TRAIL FENCE WIRE TRAIL FENCE WOOD FENCE -5' HT. 5' HEIGHT COMBINATION WALL RETAINING WALL- PER CIVIL ENGINEERING PIJ.NS 16" SQUARE PIIJ.STER 12" SQ. TRAIL FENCE PIIJ.STER MASONRY TRAIL HEAD MARKER SYMBOL LEGEND SYMBOL DESCRIPTION ,r), ALIGN ALIGN R RADIUS 't. CENTER LINE EJ EXPANSION JOINT TYP TYPICAL O.C,. ON CENTER MAX MAXIMUM MIN MINIMUM SYMBOL 0 @ ® 0 ® © 0) ® 0 @ ® @ @ e @ @ @ @ @ @ @ @ @ @ @ @ @ @ § @ ® (§) @ @ @ @ § @) (§ ® e @ @ 9 @ @ @ @ 9 @ ® @) 5;3 C.ONSTRUC, TION LEGEND* & OESCRIPTION CONCRETE i"IALI< -NATURAL GRAY l'IITH MEDIUM BROOM FINISH® SHINER BAND® EXPANSION JOINT ® SCORl:c JOINT ® PLANTING, AREA 6" !'<ID!: CONCRl;;TE HEAVER AT PLAY SURFACING Et>G>I: ® CONCRl:cTE MOl'I CURB ® FALL SAFE PLAY SURFACING ® CUSTOM MIRACLE PLAYG>ROUND STRUCTURl:c II FAib. CONTACT MIKE ETCHISON J-e,oo-215-9E,6'1xl09 AT MIRACLE FOR SPE;CJFICATIONS. INSTALL PER MANUFACTURE'5 SPECIFICATIONS CUSTOM MIRACLE PLAYGROUND STRUCTURl:c@ PAl1. CONTACT MIKE E;TCHISON I-000-215-9U'!xl09 AT MIRACLE FOR SPECIFICATIONS. INSTALL PE:R MANUFACTURE'S SPECIFICATIONS CUSTOM MIRACLE PLAYGROUND STRUCTURE CONTACT J"lll<E ETCHISON l-l!>00-2l5-9e6'!xl09 AT MIRACLE FOR SPECIFICATIONS. INSTALL PER MANUFACTURl:c'S SPECIFICATIONS MIRACLE PLAYGROUND TIRl:c Si"IING@ PAIi!> MODl:L #1141!>52. CONTACT MIKE ETCHISON 1-000-215-9.%'1xl09 AT MIRACLE FOl'l SPECIFICATIONS. INSTALL PE:R MANUFACTURE'S SPECIFICATIONS MIRACL.E PLAYG-ROUND Sl'IING> SET@ PAIE, MOOEL #1141!>5245. CONTACT MIKE ETCHISON 1-e,oo-215-9E,6'1xl09 AT MIRACLE: FOR SPECIFICATIONS. INSTALL PER MANUFACTURE'S SPECIFICATIONS 6ENCH (i'ilTH BACK REST) -QLIICl<CRl:cTE -Gl4VICE,4S(a) -C-'3-TI ROUND PICNIC, TA6LE -GlUICl<CRETE -QR42FC -C9-TI ROUND HANDICAP ACCESS16LI: PICNIC TA6LE -QUICl<CRETE -QR42FC9 -C-9-TI i"IASTE RECEPTACLE -QIJICl<CRETE -QR-GLS'30011'< -C9-TI CONCRETE SIOE/"IALI< -PER CIVIL ENG-INEER'S PLANS MASONRY RETAINING> 1/'lALL -PER CIVIL ENG-INEER'S PLANS CONCRETE DRIVEV'lAY APRON -PER CIVIL ENGINEER'S PLANS 2, I SLOPE -PER CIVIL E;NG>INEER'S G-AADING PLANS 611<!; RAC.I< -No. l1!>12-50-02, PO/"lt>ER COAT BLUE (QTY. -I) AVAILABLE:, PERFORMANGE ATHLETICS, ('12E,)-6'36-E,E,49. INSTALL PER MANUFACTUP<l:RS SPECIFICATIONS 5' HT. HOOD FENCE, SEE 1/'lALL AND FENCING-PLANS COM6INATION l'IIALL -SEE l'IIALL AND FENCING PLANS S' HT. TU6ULAR STEEL FENCi:, SEE i"IALL AND FENCING PLANS 5' MASONRY i"IALL, SEE i"IALL AND FENCING PLANS so• MASONRY i"IALL, SEE l'IIALL AND FENCING PLANS MASONRY PILASTER, SEE i"IALL AND FENCING-PLAN5 TUBULAR STEEL TRAIL FENCE;, PER OETAIL @ ITEM OMITTED ITEM OMITTED ITEM OMITTED 6' MASONRY i"IALL, SEE i"IALL AND FENCING PLANS DECOMPOSED GRANITE TRAIL, SE!: EaNISINEER'S PLANS 2-POST TRAIL NODE ® TRAIL NODE AT OG-PATH @ TRAIL ENTRY NODE -SEE ENTRY MONUMENT PLANS TRAIL MARKER @ TRAIL FENCE; PILASTER ® l'IIIRE TRAIL FENC!: @ CONCRETE STEPS @ PET 1/'lASTE STATION® TUBULAR STEEL GATE -SEE i"iALL AND FENCING PLANS NON-LOCKING TU6ULAR STEEL GATE:; ® STAMPED ASPHALT -COLOR e PATTERN TO Bf SeLECTED 6Y t>EVELOPER AND APPROVED BY THI; CITY AT THE TIME OF INSTALLATION OECORATIVE STONE: i"IALL @ STEP HAND RAILS® BENCH (NO 6ACK REST) -GlUICl<CRETE -Gl2VIC,E,46 -C9-TI PICNIC TA6LE -GlUICl<CRl:cTE -QLMR12PT C'3-TI STONE VE;NEER PILASTER. @ 4--POST TRELLIS @ OECOMPOSED PATH 1TH CONCRETE HEAt>ER EDG-ES E 1'100D OVERHEAD 5e, 92208 MM 2/25/09 MM REVISED CONSTRUCTION L£G£ND ENTRY MONUMENT DELETION CITY OF CARLSBAD PLANNING DEPARTMENT BENCHMARK: DESCRIPTION: STANDARD 1,(-/0 STREET CENTERLINE WELL MONUMENT LOCATION: CEN !ERLINE OF El CAMINO RE Al AT ENCINE£R's STATION 454+ 92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS {Na COUNTY VERT. CONTROL DATA) ELEVATION: 68.419 DATUM: U.S.C. &-C.S. lANIJSCAPE CONSTRUCTION L£6£ND .t NOTES FOR: ROBERTSON RANCH PA 16, 17, & 18 C.T. 02-16 l----1----1------------------1-----l----1----l----l 1-A_P_PR_o_VE_D _ _,_c....::.·-=-r fi....:::i...:.._..,,.,,,,..,,_ __ _ f'r->..-tg. H-4: PLANNING DWN BY: __ _ PROJECT NO. DRAWING NO. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DAT• INITIAL OTH.R APPROVAL CllY APPROVAL CHKD BY: ___ , RVWD BY: C.T. 04-26 _453-8L CMWO __ -__ _ •• /I/ I I 1 ;1 I I I I I/ I ~ \~\ ) I --\ (_ I ,,, ~' ·~ AASV '"'-' --\ ,,,, \\\c ' ---.._ I 1,.-\\l _,,,9--:..--.C:-;;,. ~ ~----\_/);'al {1,0 I . \\ __ "--_-/ \ ~-,- !:>D(;;I: TRAIL EASEMENT !iOA. 54 7087 OH IC 7 '},) 10.5.0 -,~~ --------~~ ---Y-,., -:JL. - 700. 4 I I I I ,,-. -_; -l I I ( I 1/ I~ I ' I ' I ' r, L 722.0 55 116.J -, I I I I I 56 1173 -- f!O 4 5 !2i8 11.?4.3 48 49 ll9./ ltB.9 ROH ,;~ 58 JI 1185 l!!J. 1 ' I \ I I I I I I I I I I 184 I I \ 18? I I !HY /01!! !09.9 180 I I I !8! I I !055 I !OfJ.Q 10.14 I I APPROVED FOR PLANTING I k: I I I AND IRRIGATION ONL y DATE· INCLUDING PRECISE ' o~ eY, ~:i~ LOCATION OF PLANTING J06NIJM6ER,2100h6 AREAS. FILE, ~-~=-=--_-_-_-_-_-_-_-_-_-_-_-_--::::--::::--::::--=--=--=--=-_J REVISIONS, \ I I I > t I I \ \ ... ::HOWARD:: •••ASSOCIATES• • • • • landscape architecture 8880 rio ~ao dl q;o drh~ ~lll11' 350 rla :2!1l' ,.J!I 718 %6D ~an .ti~i:0 •·• !12108 " 6 124.8 47 //9. 7 M S 59 1/9.1 785 /09.7 I 125.J 16 118.8 60 179. 1 l86 /1)9.7 /I "16 1184 s 61 118 5 187 1088 4.d ,, 17/9 f' ~; LJ/..: l/80 !!JI! 1179 "AS-BUILT " P.E. EXP. REVIEWED BY: INSPECTOR 9 126.3 DATE DATE 789 /01.3 /27.4 --- ~ 306 [CR[Ai!ON AR£t:::., ~--~ 4,1 /!fl..9 ,.__-@ 21 61 116.6 !! 127.9 42 7?6.:; ,-c; o_, 7161 BENCHMARK: DESCRIPTION: LOCATION: STANDARD Al-10 STREET C£N1£RUNE W£l1 MONUMENT CENTERLINE OF R CAMINO R£Al AT ENCINEER's STATION 454+ 92 PER R.S 1800-1 RECORD FROM: ~(jf!NTY BENCH LflHS (NO COUNTY VERT. cJNTROl DATA} . • ELEVATION: 68.479 OATVM: IJ.S.C. ,t G.S. 21 -1 1'; -1 I JI 104.5 !3 !?8 g __ L---- 40 RO 66 I /5. 5 /0) ,J.,_ /03.7 0 20' 40' i i IZ9.1 39 !?50 67 68 /15 / ll4.5 25 -------- 195 ?02.9 Scale 1 = 40' 120' i !94 102.0 ~ "' -~--~ '-!:Ji C") --...;~ ~ -:-X ::s;-/..... --~,~ .. ;;J ~ 75 /30.3 38 115. 0 I 70 /04.J FOR /RR/GA TION PLAN SEE SHEET 4 FOR PLANTING PLAN SEE SHEET 11 FOR CONSTRUCTION LEG FOR CONSTRUCTION DET!~~ ~:i;i::iff i,~EET 21 <:J'I ~-?/ 'v -I /</r {v; I ,72 / I /5/ I , ~:B\<l~\\" \,---S'~\t )ii\\ -l/1, ;y i ~) t CONSTRUCTION PlANS FOR: , i3 ff (jj {jj (jj cc~~,~ I 1\/ I I fb.' I I / I ' ' ' -~ "°"'' I KEY MAP tfj Not to Scale CMWO ,m1111~I I / / ( J - I !74 89.5 !75 90.3 -1\ TAAi!. ;;,ENEN~/ ~< @ I ~~~~ I I -,.■■-I 1 "(-~ 1// •• • j 1 1::. i1i! T-· · , ,, , "',.., .. 'K•. _ 17;-;-0E .,,✓ ✓-/ -----DGE f TAAIL • I / --JI -i!ASEMEl'!I_ I / ------- 1; / / ~ I 0~ -----------------------,f --------------------------------- 712 94. / 170 98.J ( l I I I I ' I I I I I I I I 169 toQJ !51 903 ------- ,r 7 0 / ,)L 90. g 133 9i.8 ------- APPROVED FOR PLANTING AND IRRIGATION ONL y DATE· 1/15/oe, INCLUDING PRECISE I D~N 6Y, C,GMM LOCATION OF PLANTING .J06NUM6ER.,2100h6 L-AREAS. FILE, _'--=-=-=--=--=--=--=--=--=--=-=-=-=-=-=-=-=-=-=-=-=-=---=-_j REYl510NS, ::HOWARD·· .... ASSOCIATES: • • • • landscape architecture I! 118 0 "0 ~a.n d•~~o drlv~ Olllle JliO san dl :rla 21119 ego ca 921 Oll 619 7111 %~II --- --------RO-IAT-J -~ --------------~~- "A P.E. REVIEWED BY: S-BUILT " EXP.---DATE BENCHMARK: DESCRIPTION: LOCATION: STANDARD 11-10 STREET C£N!ERUN£ M"Ll MONUMENT CEN!ERUN£ OF £L CAMINO REAL AT ENGINEER's STAT/ON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY '.€RT. CONTROL DA TA) ' · ELEVATION: o8. 479 DA TUM: U.S. C. .t GS. INSPECTOR ------~~=-~~---_-_ -_ -_ -_______ -~-~-DA~TE~~~~- 1 / A I 'JL/- !JJ..:/ o 20· i 1 DA TE INITIAL ENGINEER OF WORK J2.1 136 9}3 Scale 1 = 40' 120' ) .137 9JJ REVISION DESCRIPTION 138 936 DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL 140 92.9 ~ I; Nol to Scale CONSTR/JCTION PLANS FOR: PLANNING DWN BY: CHKD BY: RVWD BY: PROJECT NO. C.T. 04-26 C.T. 02-16 Z•-t-v; ,o"1:, I DATE _ DRAWING NO. _453-BL CMWD : ; I ! i '' : ' ' ' ' : 1 ' • -0 896 --< , r-i/) HOA 01 1e, \ APPROVED FOR PLANTING r:s Q() ! YO 787 906 .?! 79. 5 AND IRRIGATION ONLY DATE, INC , 04/14/0" LU DING PRECISE DRANN BY, CG/MM LOCATION OF PLANTING JOB NIJMBER,2100hb 23 /NJ. 4 1,, 7 ,/ ,) 91 7 ------ 1)? ILL 9.,;;_ / 94 822 : HOWARD:,, . ·.•·~ASSOCIATES: . landscape architecture AREAS. FIL.E, 8880 rilJ san dhg<> ddve auite 350 •an dieg1> ca !1:llo, rll! 2919 1>19 ne 9660 .__ ________________ j REVISIONS, 1 ')-1 IL / .9?7 8ll s 720 930 96 85'7 n9 ' , 9IO 9/ &4.2 ! 1 IJ 929 ------- 98 84./ ROil'I "AS-BUILT P.E. EXP. REVIEWED BY: INSPECTOR J ! 7 9/.9 .99 85. ,1 ------- " DATE DATE !58 9{}_/ 'II ROil'I //6' • 700 870 BENCHMARK: DESCRIPTION: LOCATION: STANDARD M-10 STREET CENTERLINE /',!;LL MONUMENT CEN T£RUNE OF El CAMINO REAL AT CNG/NCDl's STA T!ON 454+92 PER R.S 1800-f --- RECORD FROM: ggfJ:xBf"flJ,)LCVCLS (NO. COUNTY I/CRT. ELEVATION: 68.419 DATUM: IJ.S.C. ct-G.S. !57 ---- ',77 / I_/ 871 9() i /.14 90. () • g __ --- /(i,1 f; ,________,23 1 _. I '/ ,T7 8!-'. 6 'II 1 ... _, / / J 89.6 /03 Scale 1 = 40' 89. () 39. () 120' i 'L TION ?008 /04 887 146 ?.1! 087 lOOJ /05 ,39.;.? ,147 892 7 /0 t:9. J /Of. 4 /()6 89.6 /48 voo 8 /5/ !G23 33 14n I , ,7 908 70) 89. :J /07 d9. !:,, !/)8 89. ! KEY MAP ffi Not to Scale CITY OF CARLSBAD ~ LJ:Q_J PLANNING DEPARTMENT CONSTRIICTION PLANS FOR: ROBERTSON RANCH E==f==t==========t==t=E3~ PA 16, 17, & 18 r~~~~~~~~ii~======~~~::;~~~~~~~~;;========1=~~=~l;;;J=~~~~E;;;J I APPROVED c.r. 02 - 1 6 [ DATE INITIAL ~-~Pi:ALA~NtN~N~INiGG~-;-=-~ 11-~:-=j;~--1-(=!::::.8:=;.:_•~t~ii5;~~~~-~~~~~~~&:;,;•1•\~~~-• ~'3~1 ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL I ~WN BY: DATE -r;;:OTH;:;;ER:--A::'.P::PR=ov::::A::.L -t-~:....J~~J CHKD BY: ---PROJECT NO. DRAWING NO. • • ,,.-L., _453-BL CllY APPROVAL RVWD BY: C. T. O'., "6 CMWO ,i 'S ~ .s:. 0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 04/14/00! DRAV'JN BY, CG/MM .JOB NUMBER, 2100.66 FILE, REVISIONS, ,-,---;,-, /. L-" ~~·~~ ROJA! I I I I I I I I ~ I J I I I I I I I I 2B,t----.J 1 r--~--130__ \ / I ~---l_ f--"c_ I I I I ) I I I I I I I I I I I I I I I I I I I I I I I iJ ,~ I I ) I I I I I I I I r-- / }--_'-: ,-----,./ \ I I I I I I I I I I I I I I ' w ✓ '/ I I I I I I I I >, I -ROJA! I I I I I I I I I 25,1------1 "AS-BUILT " BENCHMARK: 'HOWARD I ASSOCIATES •,. landscape architecture IlH2919 1111110 l'io ~oa diq:11 dri,•c su11c 350 aan dic~o ca 'cl:.! 1011 i,19 7111 %b0 P.E. REVIEWED BY: INSPECTOR EXP, ___ _ DATE DATE DESCRIPTION: STANDARD 11-10 STREET CENIERUNE !lflL MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENGINEER'S STAT/ON 454+ 92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEJ/£LS (NO. COUNTY J/£RT. CONTROL DATA) ELEVATION: 68.479 OAllJII: 11.S.C. ct C.S. .. Scale 1 = 40' :Z/25/09 MM t ru7c--5, EA5EHE l'+- ------- KEY MAP Efl Not lo Scale ROBERTSON RANCH t===t===t======================i===f==jc===f===:J ~~~=~PA~/~6'.~, =!~7.-!::., ~&-~!~8~~c.~.r.~o.~12-~16 ~i-·====+===~===========================j====±===jc===J===J I APPROVED ~, r I I -;;;--;-c=---'--rt::....:~~:....:,__.J'--'C::r"",'-JB"""-'!\-.c:,:!',, ;\\-c!J__ r:;-,~-e"\ PLANNING DATE _ t--;;:DA'"TE,--J,,.ii""™IA"L+-----------------+-o-ATE--l--,"-"-,AL-!-oA-rE_JL,-",r-,A-LJ ~D~W~N~BY~:===:,;::=~P~RO:;:J:::E=cr::=N=o=. =:::;;=DR=A~W~IN~G~No::::!_ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CIT'/ APPROVAL ~~g :r---c. r. o4-26 _453 BL CMWO _r::_ U1 w ~ cX) g·r j I . - SEE SHEET 30 FOR THIS AREA ', 1\ I ;_:>-' n ,, '< ~ I < -- ~ ' , n APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ROV'I 33 ROH DATE, 1/15/oe, DRAWN SY, c.e;/MK J06 NUMSER, 2i00h6 FILE, REVl510N5, ::HOWARD:: •••ASSOCIATES• • + • ♦ landscape architecture rla 2gJ9 BBB fl ria aan diq:a dri\'c aulle 350 ~an diego ca 92)08 (H9 7l8 9660 V ) I I I J I I I I I r-- I I I r----1 __ - r--------I I I I I 1 I I I rr---::i-~ ,--------,------ I I I I I I I I ) w I I I I --I ~:;/ I I I I I I I 9 ----- I I I I J I I I <'-_ --c-'o ~/ ,C-' I cr, I I I I I I I I I I I ) -~=---------=- ROA I I I I I I '--~ I <:fr, c..,_9 . 7 I I I I I I ~- _1 _____ \ I I I I l I I I I I I I I I ------- 1 I I I I I I I I I I ~b-I I ~?---::-"" I I I I ,,?,OV'I I I w s - I I I I _,;_-, I c5,"'..-;,. _> ~-I ·,) I I I I I I i-------12~1------ w 27 28 ---....-.... i-...~r...--"..--- "AS-BUILT " P.E. EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ' BENCHMARK: DESCRIPTION: LOCATION: STANOARO M-10 STREET CENTERUNE 11£11 MONUMENT CENTERUNE OF El CAMINO REAL AT ENGINEER's STA 1/0N 454+ 92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY V£Rl CONTROL DATA) ELEVATION: 68.419 OAT/JAi: /J.S.C. <I' G.S: 0 I DATE ->6 &,, ·< -33 ,..-~l~::)_ r7cr ,----.,~-....,<?' 21 20' 40' I I INITIAL Scale 1 = 40' 120' -:;, / :; ? --,· /Ji ,, ---~~ ,i ,_ v_ lll'f I ~-~ KEY MAP ffi Not to Scale ~ , .-,-, FOR /RR/GA TION PLAN SEE SHEET 8 FOR PLANTING PLAN SEE SHEET 21 FOR CONSTRUCTION LEGEND & NOTES SEE SHEET 21 FOR CONSTRUCTION DETAILS SEE SHEETS 31- \ y \ @r-1 i~-~ y:,.; ~ I }-1 ~_I/~ V-#'\ ~ L-I Ul---'--l f \ ~ 1 ~ 11 I i ~ '~ 7P' I~ 'f fi ~I I i u I I I t I r ' l~'I CT£] 2 CITY OF CARLSBAD LiQJ 0 PLANNING DEPARTMENT CONSTR/JCTION Pl.ANS FOR; ROBERTSON RANCH PA 16, 11, & 18 C.T. 02-16 IAPP~, q. ~t-A--t.-Zto . <>'z, I : PLANNING --DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: C.T. 04-26 45J-8L REVISION DESCRIPTION CllY APPROVAL RVWD BY: ENGINEER OF WORK OTHER APPROVAL CMWO __ -__ _ ( I I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. . -----------------7 --------. ..,,.. DATE, ae/22/11 DRAY'IN 6Y, C.G/JvlM J06 NUMBER, 2100h6 FILE, REVISIONS, __ 1 ___________ _ ROV'-1 i----123· ,__ _ _, ---------------I I a I I I 7/i ·----. ----78--------I ·----:-~------------~:§-, HOWARD , ASSOCIATES landscape architecture rla 2581 5333 Mi8>.lon Center Rd. ouite 3~0 ,an diego ~• ~:.1108 6)9 7l8 %60 I "AS-BUI~T " P.E. EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE S M s M --~~~ --:·c:; w ROV'-1 ------ I : ~ I I I I I I I I I I I I I I I ' I I I i I I I ' ' ' ' ' ' !f ' • ' ' ' I I ' ' I ' I ' ' I I ' ' ' ~ !~ ;l__C'\ f~ II'"'-... t~ :tl:j ' I ' ' ' I ' --,------- BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE M"ll MONUMENT LOCATION: CEN !ERLINE OF El CAMINO REAL AT ENGINEERS STA!ION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (Na COUNTY vf"RT. CONTROL DATA) ELEVATION: 68.479 DATVM: 11.S.C. &-G.S. ---- 0 20' I I Scale 1 = 40' 5 04 10 MM PARKWAY REVISIONS 120' I FOR !RR/GA TION PLAN SEE SHEET 9 FOR PLANTING PLAN SEE SHEET 22 FOR CONSTRUCTION LEGEND & NOTES SEE SHEET 21 FOR CONSTRUCTION DETAILS SEE SHEETS 31-KEY MAP ffi Not to Scale H-t~l K',, ~ CITY OF CARLSBAD ~ 1-----1--+---------------t---t---t---i------i L1lJ Pu..NNING DEPARTMENT L_1_lj ~:::::::...1::=:::::::=:==:::::::=:::::=====::.:::;:::::_===~ CONSTRUCTION Pl4NS FOR: ROBFRTSON RANCH PA 16, 11, & 18 C.T. 02-16 I APPROVED ~.:J( q ~./J...ofr /1-'t-J I ~====±====t============================~====~====~====~===~ ~· P;;I.AN;;:=Nl;;NG;===~=~~~~,;==:,;:;~D:::A~T~E ~ OWN BY: ___ PROJECT NO. DRAWING NO. DATE INITIAL ENGINEER OF WORK ~:g ~}--C. T. 04-26 _453 8L REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTI-lER APPROVAL CITY APPROVAL CMWO __ -__ _ ...t;- <l\ di) I c(\ r ,<: ' ' ~ 'y \ ? :\ I ~ / ' • '·<:->, ' , '· "< ·,, '"' , ;> I ', ',, 0-1 / \ -~/ ,,, S' . ¾' , I <I // ~ lti I ~ Yl I ~ ~,--~ . .-</ \'1 /\. < I ' 'y ~ I ~x.. -$;; S'· -s, 15'-6" in ,, C). F , • ~---PLAC.E SIDEWALi< ----, o 6" FROM TOE OF <,. L ---------+ - -- Drainage Legend SYMBOL EB -- TG IE DESC-RIPTION 4" DRAIN INLET l"IITH GREEN ® PLASTIC-ATRIUM GRATE RIGID 6" DIA. PVC DRAINLINE DIRECTION OF FLOJl'I TOP OF GRATE INVERT ELEVATION "---PLAC:.E MOHc.UR-6 6" FROM TOE OF SLOPE ,TG 11~.4 '(c: , 11.8 -G 08.1 IE 1012 SEE SHEET 28 FOR AREA SURROUNDING PARK ~c I --E (I) --------- APPROVED FOR PLANTING "AS-BUILT " BENCHMARK: AND IRRIGATION ONLY, DATE, 1/15/0~ DRN'-IN BY, C-<:7/MM INCLUDING PRECISE J06 NUMBER.,21OO.oei LOCATION OF PLANTING FILE, AREAS. REVI51ON5, ::HOWARD:: •••ASSOCIATES• • • • • landscape architecture rh. 291 !I 8880 rio u1.n dic;o drive nuitfl 350 aan dlego ~II Ul!lOII blY 7111 ~6!i0 P.E. EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE DESCRIPTION: STANDARD /1-10 STREET CENTERIJNE WELL MONUMENT LOCATION: CENTERLINE CT £l CAMINO REAL AT ENGINEER's STATION 454+ 92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH /£'£LS (NO. COUNTY VERT. CONTROL DATA) ELEVATION: 6/i419 DATUM: 1/.S.C. .t G.S. \ 1 \ \ . 5 l--+----1 -- 96' \ ~------\-----',---------17/ \ -- 7 ......... ,E 103.1 / ---:/ TGll5 8 IE 114.3 -----~ TG 105.b -IE 104.1 / .J1 l - ti -~ 0 - -~ i ' \ •,, .-(/ »~ < \ \ )/" ~ ~., \ )-/·'\../ / (Y X .k. ' ~ < '\ ' lH ~ fJ) tu / , ,/ '."<.,, \ y"' ,./ . ' \,/ \ \ ✓>'✓ ,/ ./\, /, \ < t~ >. \ ;,/, ,/ '/\, " ·, \ /"-, ' ----( ,. '"'I" 30' Scale 1 = 10' FOR /RR/GA TION PLAN SEE SHEET 10 FOR PLANTING PLAN SEE SHEET 23 FOR CONSTRUCTION LEGEND & NOTES SEESHEET27 FOR CONSTRUCTION DETAILS SEE SHEETS 37 -40 NEIGHBORHOOD PARK LOT 306 0 i Scale 1 = 10' FOR /RR/GA TION PLAN SEE SHEET 10 FOR PLANTING PLAN SEE SHEET 23 FOR CONSTRUCTION LEGEND & NOTES SEESHEET27 FOR CONSTRUCTION DETAILS SEE SHEETS 37 • 40 i KEY MAP GREENBELT LOT 307 tfi Not to Scala ~ CITY OF CARLSBAD ~ 1---l----lf..--------------t----t---t--t-----t Ll.±J PIJ\NNING DEPARTI~ENT LJQ_j ~:::::::::::~=============::::::'....:::=:::::::; CONSTRUCTION PLANS FOR: ROBERTSON RANCH PA 16, 11, & 18 c.r.02-16 I APPR~!t._[ fu E::\l~:ft= 'u-V..·e'b I ~====t===j============================~====~===~====~===~ ;:;· :::PLA:::N:::Nl~NG::::::==:;-;::::========;-;=::=D::::A:::TE~~-DWN BY: __ PROJECT NO. DRAWING NO. 2:g g~;--c. r. 04-26 -~.:l::::.iL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITW. DATE INITl'II. OTHER APPROVAL CITY APPROVAL CMWO __ -__ _ ( I \ i ' 1~11111111 ;/j:t'/2~~ I ~/(f ~-✓ ~ :;-:; -~-_,:_/ ( -~----->"' 11 v_- . /~ KEY MAP f1j Not to Scale FOR IRRIGATION PLAN SEE SHEET 11 FOR PLANTING PLAN SEE SHEET 24 FOR CONSTRUCTION LEGEND & NOTES SEESHEET27 FOR CONSTRUCTION DETAILS SEE SHEETS37- 0 5' 10' i i j Scale 1 = 10' - -----1-----_ \; I I -=- 11 ----t- I I APPROVED FOR PLANTING DATE, 1/15/08 : : HO WAR o: :_ AND IRRIGATION ONLY, V -•• INCLUDING PRECISE DRAV'IN BY, C,G/MM ♦ •• A s s O C I ATE s ♦ J06 NUMBER, 2100.66 LOCATION OF PLANTING FILE, • ♦ • ♦ landscape architec~,;1,~.~ AREAS. REV1510N5, S880ria aaa diq:o ddvc auitc 300 au" diei;o ca 9~l □I! 6Jg 7JB 9660 • \ ---- ""'-{"' ~ -::,. • \i -'--~.-.";\-. ~-... \ I v I I / \ \ \ I \J!,.\I ,o~ \ \ SEESHEET29FORAREA SURROUNDING PARK Th NEIGHBORHOOD PARK LOT 308 --'-, ,, ', / -// ---,// -, ,>-/ I, 1' I, ,. ,. -99' Drainage Legend SYMBOL EB - TG IE DE5GRIPTION 4" DRAIN INLET l"IITH GREEN ® PLASTIC, ATRIUM GRATE RIGID 6" DIA. PVC, DRAINLINE DIREC,TION OF FLOl"I TOP OF GRATE INVERT ELEVATION 0 5' 10' i i i Scale 1 -10' 30' 42'-6" ' 18 ' - ........ ........ -' -<-, , /// / '/ I I ........ 1 I 111 SEE SHEET 33 FOR AREA SURROUNDING PARK ........ ........ NEIGHBORHOOD PARK LOT 309 J ~ CITY OF CARLSBAD ~ 1----l----l-------------+--+--t--J---j ~~=5=~==P=LA=N=N=IN=G=D=EP=A=RT=M=EN=T===--=L.1QJ=O===: "AS-BUILT " P.E. EXP.___ DATE REVIEWED BY: INSPECTOR DATE BENCHMARK: DESCRIPTION: STANDARD M-1O STREET C£NT£RUNE M'LL MONLIM£NT LOCATION: C£NT£RUN£ OF El CAMINO REAl AT £NCINEER's STA 1/0N 454+92 PER R.S 1800-1 RECORD FROM: COLINTY 8£NCH LEVELS (NO. CO/JNTY '4:RT. CONTROL DATA) ELEVATION: 68.479 DAT!JM: IJ_S.C. ll-G:.S: CONSTRUCTION PLANS FOR: ROBERTSON RANCH PA 16, 11, & 18 c.r.O2-16 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION CMWO __ -__ _ ( -, Ii! IIIIIWII ,,,:, I . i I I , I / ,-.1 I I ,\ 1 I I \ \ \ \ \ I I ' 22 I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 04/14/0"1 DRAWN BY, ce/lvffvl JOB NUMBER, 2100h6 FILE, REVISIONS, \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ 14 \ \ \ ' -I C C I 1 · I > 43 25 ... :, HOWARD:: ·' ASSOCIATES landscape architecture 2, \ ~ ,,.. -16 'i> -::.. -~ ~ 4 ·'icf"b 9 --f * ,,----/.-'< OF" C{l;..I ", ", "" I I \ 14' \ TYP. I ' I I ' I I & "AS-BUILT " P.E. EXP .. ___ _ DATE REVIEWED BY: INSPECTOR DATE '1 \ \ . \ \ ' ) \ I ' I I I I I I ! ~1' I ,~~-~-,/ -,;gL J_J Mastodon~Cf. BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENffRUNE WELL MONUMENT LOCATION: CENTEI/UNE OF El CAMINO REAL AT ENG/NEER's ST:4 TION 454+92 PER R. S 1800--1 RECORD FROM: COUNTY BENCH LEVELS {Na COUNTY VERT. CONTROL DATA) ELEVATION: 68.479 DATIJM: U.S.C. ,t G.S. / I 0 i I I 10' \ 20' 60' ' Scale 1 = 20' ' I •, I ;,,, \ / - (""\·\ ' ' ). V \\ /4-~t t " \\/" \<'• <,, ~\ 9/2i7oa MM /1\ REVISED HARDSCAPE LAYOUT ~===+===t======================j===jt===i=,;-=,..,=-·=i·=t-r=L=100 CIT¥LA2!G £A~~BAD ~ CONSTRIICT/ON PLANS FOR: ROBERTSON RANCH PA 16, 17, & 18 c.r. 02 15 ~===+===t======================j~==~t===i====i===i I -;:;AP;.,P:;;;;RO;.,;VE:---D--'-'lt::::~::..::.-l,(..='=ri.·~~::::l~!:::!-!2.1;\\:il..___ ',• l"t-d') I t=;;~+~;;=t============================±====±====t====t===] . PLANNING DATE _ I DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. ENGINEER Df wDRK REVISION DESCRIPTION CHKD BY: C, f. 04 'JO A t::J-oz OTHER APPROVAL CllY APPROVAL RVWD BY: , , -,&. , .,.._,, U, CMWO 0 0 0 4" C.ONC.RETE PAVING - 2500 PSI @ 2.5 DAYS UNLESS OTHERY'llSE SPEC.IFIED C.OMPAC. TED SU6GRADE 1/2" PREFORMED FELT EXPANSION JOINT V'llTH 1/4" RADIUS @ EDGES 0 1/4" SAV'lc.UT OR TOOLED . G w l'-0" TYP. I '-0" I" r0 r-0 MAX. I 4, t I ' ; ] 1'==11=11 -----t-- .-.• · .. -~ : .: i+---4-+-__,._ . _: ·..-r--1 1i1 1111"11 11 II - () ."'~ .. .• -------" :· .-.. -... ·-·· •. ·· _•···_·Ill: I lwll IJll "ill" i 11 I J l'-0" I l'-0" CD PAVING PER DETAIL @ @ 1/4" RADIUS AT NOSE @ (4) TOOLED SC.ORE JOINTS @ 3/4" O.C.. PERPENDIC.UL.AR TO DIREC.TION OF TRAVEL. G EXPANSION JOINT -TYPICAL. AT TOP AND BOTTOM OF STEPS 0 C-ONC.RETE STEPS V'llTH tt,4 REBAR @ 16" O.C.. MAX BOTH V'IAYS @ tt,3 NOSE BAR 0) C.OMPAC. TED SUBGRADE PER SOILS REPORT SEC.TION CD FINISH GRADE @ 6" X 6" C.ONC.RETE MOH C.UR6 @ 1/2" RADIUS @ #3 REBAR CONTINUOUS ® SUB6RADE COMP AC. TED PER SOILS REPORT 0 FINISH GRADE PL.ANTING OR FINISH SUR.FACE V'IALK SEE PLAN 0 6" HIDE X 24" HIGH C.ONCRETE MOH C.URB 0 lt3 REBAR CONTINUOUS 0 lt3 REBAR @ 18" O.C. 0 C.OMPAC TED SUB GRADE PER SOILS REPORT 0 'FALL SAFE' PLAY@ SURFACING SEC-TION 0) EXP. JOINT AT V'IALK SEC-TION SC.ORE JOINT PER GA\'\ .... _c_o_n_c_r_e_t_e_P_a_v_i_n_g ____ w_N_sT_R._uc.'""'IT~ION~PL""'A"'N,,.,,.. _ :Y-NOT To scXLE , B '"I Concrete Steps "-~ ® SL.OPE 1/4" PER I' ON TR.EADS FOR DRAINAGE NOTTO SCALE r,c:~.__C_o_nc_r_e_te_M_ow_C_u_rb ____ _ ~: ') NOT TO SCALE ~0-~.__P_la"""y_A_r_ea_C_u_rb _______ ~~~~ \.! : ') NOT TO SCALE PER COD 3" MIN. CLR TYP. I' O" I, -I, 1 1 D = 9 • 4 in l'-0" SEC. TION/ELEV ATION NOT TO SC.ALE () _I 0 0 CONC.RETE HALK STEP HANDRAIL BOTH SIDES OF STEPS. RAILS TO BE 1-1/2' O.D. TVBULAR STEEL -HITI-f ANTI-SKATEBOARDING HARPHARE - PAINT TO BE SELEC.TED BY OHNER. 0 1-1/2" 0.0. TVBULAR STEEL POST @ \':.) b'-0" 0.C.. MAX. 0 CONCRETE FOOTING (TYP J 0 C.ONC.RETE STEPS, PER DETAIL [B') NOTES: I. HAND RAIL SHALL ~ CONFORM TO ALL LOC.AL, ST ATE, AND FEDERAL CODES. ( $)1-_s_t....;ep;.__Ha_n_d_ra_il _________________ _ Q) DOG Jl'iASTE BAG DISPENSER - JJB 50L.UTION5 #JJBOIO BAG ON A ROLL DISPENSER -GREEN @ PLEASE GLEAN UP AFTER YOUR PET SIGN -JJ6 SOLUTIONS #JJBNFI NO LEASH @ 1' X 1-1/4" T POST -GREEN @ VANDAL PROOF HARDV'iARE @ FINISH GRADE NOTE: HASTE BAG DISPENSER AND PET SIGN AVAILABLE THROUGH JJB SOLUTIONS - Y'lJl'illll.PETJl'iA5TE5TATIONS.C.OM r:HD1-.;..P.;;.et.;..W;;,,,,,,;;.;a_st_e_S_ta_t_io_n ___ ----!~~~ \.! _ NOT TO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 1/1;1/0'5 DRAHN 6'1', C-G/MM .. . HOWARD:: JOB NUMBER, 2l00h6 FILE, REVl5l0N5, ... . .. • ASSOCIATES• ♦ • landscape architecture rl 11 ~ II l 9 8880 ilci san di~go ildu~ .,.;,~ 350 san di<go ca 92108 619 7111 %PO = == 4 0 GREEN PLASTIC FLAT OR ATRIUM GRATE PER LEGEND @ FINISH GRADE 0 LOV'i PROFILE ADAPTER 0 UNIVERSAL OUTLET ® PVC RISER ® DRAIN TEE OR ELL (i) DRAIN PIPE ® I CU. FT. C.RUSHED ROCK 0 SLOPE TO DRAIN @ 2% MIN. ~F).,__L_a_nd_s_c_a_p_e_D_r_a_in _______ ~-- ~ _ NOT TO SCALE "AS-BUILT " PE. EXP,---DATE REVIEWED BY: INSPECTOR DATE BENCHMARK: DESCRIPTION: STANDARD M-10 STREET C£NTERUNE WELL MONUMENT LOCATION: C£N 7ERUN£ OF £l CAMINO REAL AT ENGINEER'S STAl/ON 454+92 PER R.S 7800-1 RECORD FROM: COUNTY BENCH L£'1E/.S {NO COUNTY VERT. CONTROi. DATA} ELEVATION: 68.419 OAT/JI,(: /J.S.C. ,t G.S. DATE 0 0 0 INITIAL ENGINEER Of WORK ADJAC.ENT C.ONC.RETE C.OLORED TOP SURFAC.E GOUR.SE -1/2" MIN. THIC.KNESS POUR -IN-PLAC.E SHREDDED SBR C.USHION LAYER -DEPTH VARIES DEPENDING UPON FALL HEIGHT OF EQUIPMENT. SEE NOTE (:3) 0 "15% C.OMPAC. TED SUB-BASE -SEE NOTE (2) ® C.OMPAC.TED SUBGRADE ® PLAY AREA C.URB G~~ (i) FINISH GRADE PLANTING OR TURF -SEE PLANS DATE INITIAL DATE NOTES, (!) TOP SURFAC.E C.OLOR SHALL BE C.HOSEN BY LANDSC.APE ARC.HITEC.T AT TIME OF INSTALLATION. (2) SUB-BASE C.OMPAC.TION PROC.EDURE: APPLY A 2" LAYER OF GLASS 2 BASE, C.OMP AC. T, APL Y A Ya. "LAYER OF PORTLAND C.EMENT OVER ENTIRE AREA, AND DAMPEN. REPEAT TO OBTAIN DESIRED THIC.KNESS (:3) C.HEC.K l"llTH MANUFAC.TURE OF INSTALLED PLAYGROUND EQUIPMENT FOR ALL FALL HEIGHTS AND THIC.KNESS OF FALL ZONES Not To Scale Lill 7 CITY OF CARLSBAD ~ a PLANNING DEPAR™ENT LANDSCAPE CONSTRUCT/ON DETAILS FOR: ROBERTSON RANCH PA 16, f 7, & 18 c.r. 02-16 I APPa~~ 4r _ b\:Oit- PLANNING ,z.. ii.,. O'b I DATE DWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 04-26 45J-8L CMWD __ -__ _ ' ' ' ' } \, • ' ·, ~ w ' ~ (JI "' 0 -~ ~ 8'-0" MAX. 610-0PEN 5PAc-E ~ C) 2 I II') ~I IIIJlm-J 11 ' = ~u .. ~ C) '= I ,, ~ _I m:1 II: N ~U II 7 , ~ ~ 12" 1 'I 0 0 = C) C) 0 0 ,. = '° 0 0 4" DIAMETER METAL POST r"IITH MATC-HINo METAL C-AP -POr"IDER C-OAT POSTS BLAC-1< 1-5/8" ROUND TVBE STEEL FENC-E POWDERC-OATED BLAC-1< STONE VENEER PILASTER, SEE @ DETAIL FINISH GRADE C-ONC-RETE POST FOOTINo BIO-OPEN SPAC-E SIGNAGE SPAC-E EVERY 100' NOTE, FOR C-ONNEC-TION BETWEEN PILASTER AND TUBULAR STEEL RAIL, SEE DETAIL -W 0 0 0 0 - -p- 9 N · 11-. .. Tubular Steel Trail Fence ~ (o)Wire Trail Fence 3 -t- X -1'. J . }: I I cl) I I I I . ~. 0 I k 22 k '1 '1 ELEVATION ['l m.·1,-·J ~ -I L--.--:;--r 1- 8" SECTION (¢) Trail Marker blHt=:rs I II=: II 18 11 SECTION st ELEVATION NOTE, NOT TO 5CALE CD 12" SQ. C-MU PILASTER BLOC.I< -GROUT FILL ALL C-ELLS @ lb" SQ. C-MU PILASTER BLOCK -GROUT FILL ALL C-ELLS @ PR.EC.AST C-ONCRETE CAP® @ STONE VENEER 0 @ PROJEC-T NAME AND LOGO PLAQUE, 12" 50. SIZE -BY OTHERS @ C-ITY OF CARLSBAD TRAIL LOs70 PLAGUE, b" DIA. SIZE EIY OTHERS G) CONCRETE FOOTING @ #4 REElAR VERTIC-AL IN ALL (4) C-ORNER5 @) COMPACTED 5UBGRADE @ FINISH GRADE @ MORTAR FILL FOR BATTER NOTE, PROJECT AND C-ITY OF CARLSBAD TRAIL LOGO PLAOUE5 TO EIE 5ET IN STONE VENEER BAAC.KET AUAC.HMENI PEIAIL IQ PILASJ:J;B CD SEGTIQJ:i NOT TO ¼ALE CD 12" 50. CMU PILASTER BLOCK -GROUT FILL ALL CELLS @ PR.EC-AST C,ONCRETE C-AP ® @ 5TONE VENEER 0 @ CONCRETE FOOTING @ 114 REBAR VERTICAL IN ALL (4) CORNERS @ TUBULAR 5TEEL RAIL, SEE DETAIL@) G) COMP AC TED 5U6GRADE ALL MATERIAL TO BE PREGALVANIZED. @ FINl5H GRADE PAINT 1-'1/0NE COAT EPOXY PRIMER $ ONE C-OAT EXTERIOR ENAMEL FINISH COLOR BY OJIIINER SEC.URE EIRAC-KET TO PILASTER JIIIITH REDHEAD FASTENER @) RAIL BRACKET -OUTSIDE DIAMETER SLIGHTLY LESS THAN INSIDE DIAMETER OF RAIL. CAULK JOINT i-'IITH C-LEAR 5ILICON. = '° I II') @) Trail Fence Pilaster NOTTO SCALE C) I N 8'-0" max. ? ,fa .. 610-0PEN SPACI! --·------- ·TTI '-11~~ "I -=;!m ,. 11=1 '11-llcel 5 .11~'? = _I:) I -r- 'I, -1 I le . 2'-10" TYP. -[}_ '1' )- 1-- _I:) I - _I:) . - I 22 11 : , ~ 'l " 12'-6" TYP. 3 4 FRONT ELEVATION (i) 6Xb DF "'OST -GHAHFER TOP I" @ 45 DEGREES (2) 6X8 DF BEAH -BOL ~ THROUG-1 @ 0 0ST HI (2) 3/4" I-EX 130L TS -GHAH"'ER 6EA"1 ENDS @ 45 DEGR:C:ES tROH GC'<TCR or .-"IOOD Hc:tv'BER @) 4X8 DF JOIST-BOLT THROJ0H @ POST V'l/ (2) 3/4' HEX BOLTS -JO s~ ENDS TO HA TGH Bc:AH EN:JS 0 4X4 DF RAFTER@ 12" 0 G RAFTE'< E1'DS TO MATGH "OIST ENDS ( E) ~ood Overhead APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT " BENCHMARK: DATE, 04/14/0'! DRAJ,-,IN BY, C-6/MM JOB NUMBER, 2l00hb FILE, REV15l0N5, 'HOWARD:': , ASSOCIATES ,. , landscape architecture tla ,! 91 9 ll~lHI l"lO 111111 die~(> drlVi: auite a;,o Sllll die go CII !1~108 6:<9 7ltl 9660 EXP. DA1E OF ~1,o P.E. EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE DESCRIPTION: STANDARD M-10 STREET CENffRUNE /lf;/1 MONUMENT LOCATION: CENffRUNE OF El CAMINO REAL AT ENGINEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS {Na COUNTY VERT. CONTROL DATA) ELEVATION: 68.479 DAT/JM: /J.S.C. ,t G.S. 0 4" DIAMETER METAL POST WITH METAL C-AP -POWDER COAT POSTS BLAC-K 0 C-ONC-RETE POST FOOTING 0 ITEM OMITTED 0 FINISH GRADE 0 "10% C-OMPAC-TED SUBGRADE 0 #II GAL VAN I ZED STEEL C-ABLE 0) INTERMEDIATE TURNBUC-KLES 0 BIO-OPEN 5PAC-E SloNAGE SPAC-E EVERY 100' [,-'-----,@) RAFTER END ------,(CJ) 1® (5) IX8 D.F. PLANT-ON @ P LAS~CR GAP -ALL (4) Sl:JES -TYP. EAGH "'OST @ SIHPSO'< GB66 GOLJHN BASE C-J) HhSONRY GOLUtv'N V'llTH ST01'E VENEE"<. -SEE DETAIL@ @ F,1'ISH 0RADE 9/22/08 MM /f\ ADDED OVERHEAD DETAIL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION NOTES, I. POV'lDER C.OAT POSTS BLAC.K 2. MAXl1'-1UM DISTANC-E BETV'lEEN TURNBUC.KLES SHALL BE 200' ;:5. INTERMEDIATE TURNBIJC,KLES TO BE PLAC-ED IN ADJAC.ENT SPANS. 4. ALL POSTS, C.ABLE AND HARDNARE TO BE GALVANIZED. 5. ALIGNMENT OF HOLES IN POST MAY VARY TO C.ONFORM TO TOP OF SLOPE OR RETAINING NALL b. THE C.ONTRAC.TOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATION ANY MATERIAL. 1. TYPIC.AL END SPANS, BR.AC.ED IN 00TH DIREC.TIONS SHALL BE C.ONSTRUC.TED AT C-HANGES IN LINE HHERE THE ANGLE OF DEFLEC.TION IS 15 DEGREES OR MORE . f!J. PROVIDE THIMBLES AT ALL C.ABLE LOOPS Not to Scale , 12'-6" ~ 2 _, _I:) [}_ _, )- ['j 1-- - -Cl [L ' )--1--N -' ~ I : I ' -- , - _J ::::] I 7 _J I =Il c:::::i 7 ' i ' - , 2'-10" TYP. , --- -L ---- ,= rr::: --- = - ---rl -- I -L ---,__ --,__ ,= IC = --------µ ---- -}-~ , , TYP. TYP. , ---------- -L ----,__ ,__ ,__ r-I -,---,__ ,__ [] F IC -'----,__ k> ----,__ ,__ ;-I i ~ ;- ,,~ LB) ,® I -L ~ --,__ ,__ ,__ ,__ ---;-,__ ,_ ,__ ,__ I OJ = IC -,-----= --------I -~ ' ® ' -~ -~ ~ ~ ~ -~ ~ PLAJ::I NOTTO SCALE I SEE SHEET 40 FOR MATERIAL FINISH SCHEDULE I ~-ft,# l"'<t.-Lill CITY OF CARLSBAD 00 8 PL'INNING DEPARTMENT 0 LANDSCAPE CONSTRUCTION PETA/LS FOR: ROBERTSON RANCH PA 16, 11, & 18 C.T. 02-16 I APPROVED PLANNING i,;f .. (Gr-. 441! '?· l~-E-9, I DATE OWN BY: PROJECT NO. DRAWING NO. DATI: INITIAL DATI: INITIAL CHKD BY: C.T. 04-26 _453 BL OTHER APPROVAL CITY APPROVAL RVWD BY: CMWO __ -_ 4::. "' w I •, 2'-10" 11'-4" TYP. yp 3 0-(i) l 01 ----71~ 1--~ -~@ ,---@ JOIST$ 6EAM END J. 22'_' ~ FRONT ELEVATION ~ -----«'-b'~' ----+1~-~--~+ '"----(0 ~- 0 {l ' l= () -' N IL I= I I 2'-10" TYP. - 11 I ~ tT II I 11 I 1-l - l • ,l 11'-4' TYP. --c:/ ~ -I ® •, r-- IT :J 11 II , 11 ,, . 1-J. ~,.~ sit I~ - 5) 8" t-1AX Q PLAN (i) 6X6 DF POST -CHAMFER TOP I" @ L5 DEGREC:S @ SIMPSON GB66 GOLJMN :3ASE @ 6X8 ?F BE/\M -SOLT ThROUGH @ POST 01/ (2) 3/4" HEX BOLTS -CHAMFER BEAM ENDS @ 45 D::GREES FROM GENTER 0"' it-<00D MEMBER G) MASONRY GOLUJv'N l'll-H STONE VENEER -SEE ?ETAIL(e'\ ® ~ FINISr GRADE (§\ 4X8 DF _jQIST-BOLT THROUGH@ POST 01/ (2) 514" ~ '"I" HEX BOLTS -JOIST Et--DS TO HATCH BEAM ENDS C'.J DG TRA L GONGRETE HEADER @) 4X4 DF RAFTER @ 14' 0 C. RAF-:-ER ENDS TO VfATGH JOIST CNDS @ IX8 D.F. PLANT--ON @ PILASTER GAP -ALL (L..) SIDES -TYP. EAGr POST (~ frail Node at DG Path L1", F O r,;---i="-1::::c~ AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE: 04/14/0"1 DRAWN 6Y, C5/MM J06 NUM6ER, 2100h6 FILE: REYl5ION5, @ @ EXISTING STORH DRAIN INLET @ PROJEG -\JAHE AND LOGO PLAQUE, 12" SQ. SIZE -BY OTHERS (ON THE SOUTH FAGl'\IG SID[) ([~ CITY OF CARLSBAD TRAIL LOGO PLAQUE, 6" DIA. SIZE -BY O"."HERS NOTTO SCALE HO ARD:: , ASSOCIATES, 0 " landscape architecture rl• :.19 I 9 8880 fio •a11 dJei::o dTivc suite 350 3~n dieg.-. r~ ~2108 619 7L8 96GO a• O" - 1'-2" ITYP 1' (4 2 ~ ---- IL 3 ' l= I l I ~ l I I ':-qr ' II i 11 ' II II ' I -J I ~ () ' ~ -1-- N r:vioR-AR ~01'-T, TYP. -v ~ ~ "'----G) 7 ~ I . -'I \.ll _I z "' 0 0X Di <( 111 '):: {l CAP ENLARGEMENT PLAN • ~· ;;i,..~G) ¼--{I Ut-+--lff s) UJ:t---\5 ------@ -+--Hr.----{2) t,: @, ,@ (i) 12" SQ CMU -GROUT FILL ALL CELLS (2) 16" SQ. CMc.J -<SROJT FILL AL'-CELLS @ #4 REBAR VERTICAL @) CONGRC:TC FOOTING 1/'<ITH #4 REBAR 1/'<RAP @ STONC rASGIA (1) 18" SQ GAP @ 6X6 V'IOO? POST 1/'<ITH SIMPSON C.866 COLUMN BASE V'IHERE SHOV'IN ("I) FIN I SH SURF AGE @ FINISf-GRADE (i) 2'-6" TYP -- PLAN (1 ~-~ ®7 ~b 1-- 3'-0" @) I\ 16 0-i --@ ~8) ! I "I ' "' /: @ ' I, ,-"' ' -' /i "' I , ---{j) () ' ' "' I: - - ' -. J, --~I - I I-I' " •. ' -_ffi 9 1--t 111 • : • .: . N01-III . ·11· :--1·1"", I I I 111 : , • I~ ') hi-i=nn='in, ""1l'tc± 111-1 1--=n 2 1~1CD - N RAFTER END JOIST$ 6EAM END ELEVATION @-I rRONT ELEVATION ( B) Stone Veneer Column NOTTO SCALE , C, 2-Post Trail Node " ... TYP. @-I J 22" j. (i) 6X6 DF POST -GHAMF!::R TOP I" @ 45 DEGREES @ 6X8 DF BEAM -BOLT THROUG,-1 @ POST it-</ (2) 3/4" i-,EX BOLTS -CHAMFER BEAM CNDS @ 45 DEGREES r'ROM GE\JTER OF HOOD MEMBER @ 4X8 DF JOIST-BOLT THROUGH @ Pos-I'll (2) 3/4" HEX BOLTS --IOIST ENDS TO MATGh BEAM ENDS @ 4X""-DF RAFTCR@ 14" 0.G. RAFTER ENDS TO HATCH .JO,ST ENDS -N RAFTER END 1 6EAM END FRONT ELEVATION @) X8 DF. PLANT-0\J @ "'ILAST::R GA0 -ALL (4) SIDES -TYP. EAGH ""OST @ SIMPSON GB66 GO_:JMN 3ASE (i) MASONRY GOLUJv'N HITH STONC VENEER -SEE ?ET All_@ B"I ® FINISr< GRADE 3) CONCRETE PATIO Cl IL '>-N 1-- ( E )4-Post Wood Overhead r-1 S_E_E_S_H_E_E_T_4_0_F_O_R_M_A_T_E_R_IA-L-FI_N_IS_H_S_C_H_E_D_U_L_E-,I 2/25/09 MM EXP. DAlE OF Cl\\.. "AS-BUILT " P.E. EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: STANDARD 11-10 STREET CENTERLINE WELl MON/JMEN T LOCATION: CENTERUNE OF EL CAMINO REAL AT ENCINEER's STAllON 4541-92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH LEVELS (NQ CO/JNTY VERT. CONTROL OA TA) ELEVATION: 68.419 DATUM: 11.S.C. ,t G.S. DATE INITtAL ENGINEER OF WORK TYP. I I I I \ I I \ l I 2'-O'' k PLAN I TYP. TYP. I II' ENTRY MONUMENT DELETION -OMIT DETAILS DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL (T) 6X6 DF Pos, -CHAMFER TOP I" @ 45 DEGREES -~ 6X8 DF BEAM -BOLT THROUGH @ Pas-I'll :2) 314" '-iEX BOLTS -CHAMFER BEAM ENDS @ 45 Dl:6REES "'ROM GENTER OF V'IOOD MCMElER @) 4X8 DF .JOIST-BOI_ T THROUGH @ POST it-</ (2) 3/4" HCX SOL TS -JOIST EN?S TO MATGH BEAM C:NDS @) 4X4 DF "<.AFTER @ 14" O.G. RArTER E\IDS TO MATCH JOIST ENDS ® IX8 D.r. PLANT-ON@ PII_ASTER GAP -ALL (4) SIDES -r..-P. EACH POST @,) SIM"'SON G3bb COLUMN BASE G) MASOl'\RY GO. LJMN ii'< Tr STONE VENEER ~ @ FI\IISH GRAD':= \e:!J ® PRO._EGT NAME AN? LOGO "'LAGUE, 12" SQ. SIZE - BY OTHERS (FAC.ING HILL TOP ST) @ CITY OF CARLSBAD TRA L LOGO PLAQJC, b DIA. S 1 ZE -BY OTHERS (FAGIN& HILL -op ST) CiD S DE/>IALK AS PER CIVIL EN61NEERING PLAN (@ 1-1/8" O.D. ROUND TUBULAR STCCL Pas-HITH GAP. ~ 1-3/8' O.D. FRAME (@) 3/4" O.D. ROUND PIC'<.ETS @ ~ 112" O.G. MAX. SPAC.ING @) GONC.RETE FOOTING -S_OPE -op OF DRAIN (@ SEL'°-GLOSING HINGES 6) GOLL,M\J FOOTING @ NON-LOCKING LATG"l 1'0TES, GENTCR NODE ON it-<ALK AS PER CIV L ENG1NEERING PLAt--S. C.Oc..OR TO MATC.H FENCE NOTTO SCALE CD \ ' 3 5) NOTTO SCALE Lill CITY OF CARLSBAD UQJ ,;-.~., ..... .,. t'tb 9 PLANNING DEPARTMENT 0 LANDSCAPE CONSTRUCTION DETAILS FOR: ROBERTSON RANCH PA 16, 17, & 18 C.T. 02-16 l APPROVED PLANNING 11.:.l~ ~-~ l_;,-l\-t;-,9-e.., I DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CITY APPROVAL RVWD BY: C. T. 04-26 453-BL CMWO __ -__ _ I, 1 ~ -- tt) - (A) Decorative Stone Wall APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 6'-b" I, 1 - 4 () I (fl 0 !::LEY ATION DATE:, 04/14/0'! DRAWN BY, C6/MM JOB NUMElER, 2100hb FILE, REVISIONS, {'I 2 CD e," C,MU HALL @ @ STONE VENEER @) P!<EC,AST C,ONC.RETE C.AP @) 12" SGl. PILASTER l'llTH STONE @ VENEER @ 2, I SLOPE PER EN61NEER'S PLANS @ FINISH @RADE G) C.ONC.R.ETE SIDE HALK -PER PLANS NOT TO SC.ALE or 1,~ _J I)__ - - 01 'ti 1.5 MIN. \!) UJ BATTER. I ., --+ -D----= u~ I ©-JJj·f+--+! • -1T11i'11 :il 11r • " • II I I :' II 1~11 " •1------'-111~· 3 } 2'-6" SO._} ELEVATION CD 12" SQ. Gl'--'IU -GROJT FILL AL_ Cc:LLS @ #4 R:BAR VCRTIGAL -l'-J ALL FOU'<. GORNERS @) CONCRETE FOOTING JAIITH #4 '<.EBAR i/'lRAP @) STONE VENEER 0 ® PREGAST GONGRCTC GAP 0 @ ADJAC-ENT JAIALL PER DETAIL@ (D F.NISH GRADE @ GO"IPAG,ED SUB-GRADE @ 15" MINIMUM GROL,T BAT-ER ~8~..,_s_to_n_e_V_e_n_e_e_r_P_il_as_t_e_r ________ _ ~ ~ NOT TO SCALE CD f;" C.MU HALL Y'IITH #3 REBAR VERT.@ 16" O.C,. IN @ROUTED e,aLs z 5: :5 ©---i tt-t--c:11--_j_J @ STONE VENEER 0 @) PRECAST CONGRETE CAP 0 \[) 0.. llJ It ::c w 0.. ~ , .. l'-6" SEC,TION @) 12" SQ. PILASTER HITH STONE VENEER ~ ~ @ le REBAR AT MIDHEl6HT AND TOP C,OURSE @ CONGRETE FOOTIN6 Y'IITH ll:3 REBAR GONTINUOUS (D FINISH @RADE (S) Wall Section @ GOMPAG TED SUB6RADE NOT TO SCALI= FINISH SCHEDULE 0 CONTINUOUS WALL CAP TYPE: 8X4X16 BEVELED CAP (ORCO) COLOR: "LA PAZ" PILASTER CAP TYPE: STEPSTONE, INC. PEAKED PILASTER CAP COLOR: "LA PAZ" INTEGRAL COLOR SIZE: ALLOW FOR ~2" OVERHANG ON ALL SIDES OF SPUT-FACE PILASTERS AND ~2" OVERHANG ON STONE VENEER PILASTERS STONE VENEER TYPE: ELDORADO STONE-SANTA CRUZ COASTAL LEDGE (CUSTOM MIX FOR McMILLIN HOMES #855) COLOR: CUSTOM COLOR FOR McMILLIN HOMES #855 GROUT: STANDARD RAKED JOINT WITH 1/2" WIDTH GROUT COLOR: VENETO -1 BAG VENETO COLOR (AVAIL: ELDORADO STONE) AND 1 BAG OF 94LB. TYPE S MORTAR NOTE: PRODUCT SUBMITTALS REQUIRED 25/09 2/. MM /1, ENTRY MONUMENT DELETION -OMIT DETAILS .;-.fl,,,. 1'1:L. CT[] CITY OF CARLSBAD urJ 0 PLANNING DEPARTMENT 0 LANOSCAI'£ CONSTRUCTION !)[TAILS FOR: "AS-BUILT " BENCHMARK: ROBERTSON RANCH HOWARD:', DESCRIPTION: STANDARD M-10 STREET CENlERUNE WELL MONUMENT LOCATION: CENlERUNE OF El CAMINO REA£ AT ENGINEER'S STATION 454+92 PER R.S 1800-1 APPROVED PA 16, 11, & 18 C.T. 02-16 (~.:;,US· ~1-0-tt ASSOCIATES , landscape architecture EXP. DATE Cf cf>!-1 P.E. EXP.---DATE REVIEWED BY: INSPECTOR DATE RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) ELEVATION: 68.479 DATUM: U.S.C. ,t C.S. ENG i:;..\~.e~ PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE JNITJAL DATE INITIAL CHKD BY: INEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl1Y APPROVAL RVWD BY: C. T. 04-26 453-BL CMWO __ -__ _ I ,, ,I I > D A II @) ----_. / A II @ ----_. V AJ,; , II , @ 0 6" CONCRETE C.URB 0 CONCRETE SIDEY-lALK ® CONCRETE DRIVEY-lAY ~REMO TE CONTROL. E 1'1ITH DI¾ RAND PRY VALV FILTE Tec:.hll n0 START ECTION ADAPTER CONN MALE WPP LY HEADER Tec:.hll ne TU61NG ISLA ND PERIMETER Tec:.hl ln0 TEE Tec:.hl ln0 ELL. AIR/'/ ACUUM RELIEF E (PLUMBED TO ne AT EACH POINT) VALV Tec:.hll HIGH LINE PLUM FLUSHING VAL.VE BED TO Tec:.hltne 0 RECLAIMED IRRIGATION MAINL.INE PER IRRIGATION LEGEND. TO BE LOCATED AT BACK OF CURB, TYPICAL ® IRRIGATION SLEEVE, PER IRRIGATION LEGEND AND PLANS, TYPICAL ® TREE BUBBLER PVC LATERAL l.lNE PER IRRIGATION LEGEND, TO BE LOCATED AT BACK OF SIDEY-lALK, TYPICAL. G) TREE BUBBLER PER IRRIGATION LEGEND ® PVC. LATERAL l.lNE FOR DRIPL.INE IRRIGATION, TO BE LOCATED AT BACK OF SIDEY-lALK, TYPICAL. PVC. PIPING 12" x 18" (TYP.) VAL.VE BOX ARRANGE FILTER FOR DISASSEMBLY 4 MAINTENANC.E ACCESS 1-1/2" LONG OR 2" DISC. FILTER 0 l"SC.H80 UNION I CU. FT. PEA GRAVEL SUMP B 1-1/2" LONG OR 2" DISC. FILTER 5EG-TI0N -NO ¾ALia 0 NETAFIM TECHL.INE FOR RECLAIMED il'IATER (TLRll'l6-l8XX) AT 18" 0.C. PER IRRIGATION LEGEND, TYPICAL. BURY 6" DEEP MINIMUM, TYPICAL. MAXIMUM SINGLE LINE LENGTH: 230' @ NETAFIM TLSOV MANUAL SHUT OFF VALVE IN 6" ROUND PURPLE VAL.VE BOX. TO BE LOCATED AT OPPOSITE END OF EACH PARKY-lAY FROM THE POINT OF CONNECTION ® NETAFIM Tl.AVRV AIR/VACUUM RELIEF VALVE IN A 6" ROUND PURPLE VALVE BOX AT THE HIGH POINT OF EACH PARKY-lAY Pl.ANTER @ DRIPLINE CONNEC,TION TO PVC LATERAL., TO BE LOCATED AT END OF EACH PARKll'!AY CLOSEST TO THE IRRIGATION VALVE. @ NETAFIM TLC.VOWMI-B IN-LINE CHECK VAL.VE IN A 6" ROUND PURPLE VAL.VE BOX, (I) PER DRIPLINE il'IHERE SHOr-lN ON THE PLANS -. -. -. -. -. --,\--'Ir-. -. ® r-. . . '---·-·-· . -. -. -. -. ---J•~•1-·-·-·-·-·-__ ·-"J ------------------ PLAN I-=========-..::..._= Typical Parkway Dripline Layout APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE: 08/22/11 DRAY'iN 6Y, CG/MM JOB NUM6ER, 2100h6 FILI:: REVISIONS, 0(11 NOTTO SCALE HOWARD':. , ASSOCIATES, , , landscape architecture rla 26B1 5333 l,4isa,on Center lld. ouile 390 aan dirgo ca 92108 oi9 71B 9660 ~----------. -------------------------- ~--FINISH GRADE ~----~----SEE Pl.ANS FOR Tec:.hltn0 LATERAL SPACING. MAX. 1e,", TYP. ~------------$1.16 GRADE T ec.h I ine SUBGRADE C INSTALLATION NO SCALE FINISH GRAD'E--- b" TYP. Tec:.hline 1eo 2-,'IIA~ ~E7 I .. Tec;.hlln0 TU61N7 t rr---'--'i"i'"I I ~.(j'l ~1 ---n IN-LINE CHECK VAVLE---t :3/4" SCH e,o PVC NIPPLE-- PVC TEE (SxSxT·f----- PVC. Pl~IN7 ·. _ 12" F Techline START GONNEGTION (~/ PVG RISER)5E'G-T1oN-NO¾Ale Tec:.hlin0 ELOOY,,i-1 -~•-!f:~..,!.1,-!,,I __ ...J Tec:.hltn0 TUBINC..------•-1 Q) Tec.hline ELBO~ SE(;TI0N-NO¾Ale "AS-BUILT " BENCHMARK: FINISH GRADE----------~ b" ROUND--_-_-_-_-_--~~\C====~f'r~--VAL.VE OOX AIR/ VACUUM-----tt--------- REL.IEF VALVE I I 11 Tec:.hltne TUBING--------~ D Tech line AIRN AGUUM RELIEF (PLUMBED TO Teihline) SE(;T10N -NO ¾Ale PVC MAINL.INE REMOTE CONTROL. PVC ¾H e,o 1-1/2" PRY G VAL.VE UNION REMOTE CONTROL Y AL YE ~/ ~/ 1-1/2 11 PRY SE<;T10N-NO¾ALE Tec:.hllne TE~_ · · 11~~11~"7°'\ ----..-, Tec:.hline TU6ING.------•-1 ® Tec.hline TEE 51¼ TION -NO ¾ALE! 2/25/09 MM II\ ENTRY MONUMENr DELEnON -OMIT DETAILS 5/04/1< MM & PARKWAY REVISIONS DESCRIPTION: STANOARO 1,1-10 STREET CENTERLINE l!flL MONUMENT P.E. EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE LOCATION: CENTERLINE OF El CAMINO REAL AT ENCINEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS {NO. COIJN TY VERT. CONTROL OATA) ELEVATION: 68.419 OAT/JAi: /J.S.C. &-G.S. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE FINISH GRADE--, · SEE . 5PECS · Tec;.hlln0 CV 11mm TU61NG o-'7--VJf,.J''TT--rTirmTTITT/f-r")...., 'L+--f--o' 0 0 0 0 :)r~,.,, 0 BRICK WPPORT3--__; (THREE) :3/4" GRAVEL. $I.IMF'-.--~ ~ (I CU6IC FOOT) , Q:'o'-ti'W oq'p~~~~ E 0 MANUAL LINE FLUSHING VALVE TLSOY PLUMBED TO TUBING 5E'G-TION -NO ¾Ale ------Techline® CV LATERAL ( OR EXHAUST HEADER) ~---VAL.VE OOX (INSTALL. PER SPECS) :3/4" GRAVEL. WMP (I CUBIC FOOT) '------Tec:.hlln0 SHUT-OFF VALVE lfTL50V (BLANK TU61NG MAY BE ATTACHED TO OUTLET) ~---BRICK WPPORTS (THREE) H Techline® CV MANUAL LINE FLUSH VALVE 5E'G-TION-NOSCALe Tec:.hlln0 TUBING.------•-• © Tec.hline CROSS 5E'G-T10N-NO¾ALe ii• ..... LI-, uu Lill CITY OF CARLSBAD I, ~ 1 PLANNING DEPARTMENT 1 LANOSCAPE ORIP !RR/CATION OETAILS FOR: ROBERTSON RANCH PA 16, 17, &-18 C.T. 02-16 APPROVED /-z-J( &-ia.eft //•'f',\I Pl.ANNING DATE OWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 04-26 _45J-8L CMWO __ -__ _ -C \1' <,JJ I 0() ~ ~ 0-¢ --t) .....,j