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HomeMy WebLinkAboutDWG 483-5L; ; SOHAEI SUBDIVISION; 01-09,. ' if. ii ; , t r I GENERAL NOTES RECYCLED WATER NOTES /. ALL WORK SHALL BE DONE IN ACCORDANCE '111TH THE CARLSBAD MUNICIPAL WA ffR DISTRICT'S RULES ANU i<LGULA TIONS. 2. DRINKING WATER FOUNTAINS AND DES/CNA TED OUTDOOR EA TING AREAS SHALL BE t'ROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY. MIST OR MISTING. 3. BEST MANACclAENT PRACTICES SHALL BE USED TO ELIM/NA TE OR CONTROL TO THE BEST EXTENT POSSltJLE PONDING. RUN-OFF, OVER-SPRAY, ANO MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CIWSS-CONNECTIOMS B[TWETN RECYCLED WAT[,? LINES ANO POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIP[ MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT 7. ALL MAINLINE PIPES SHALL I/AV[ WARNING TAPE PE.Fi CARLSBAD MUNICIPAL WATER 0/STR!Cr'S Fi/JLES ANO RECULA TIONS. 8. HOURS FOR /RR/CATION Wl(H RECYCLED WATER AR£ FROM 10:00 P.M. TO 6:00 AM. THE HOURS FOR /RR/CATION WITH DISINFECTED TERTIARY RECYCLED WATER MA'( BE MODIFIED BY THE LOCAL AUTfiORITY !RR/GA TION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDffi Tc/E SUPEFiVIS/ON OF THE DESICNA TED USER SUPERVISOR. /RR/GA T/ON WIIH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY R[CYCLW WATER SHALL BE BETWEEN Tr/E I/OURS OF 10: 00 PM. TO 6.· 00 AM. 9. BURIAL OF ALL WIRING ANU PIPING SHALL M[[T CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGN A TED USE AREAS SHALL BE PROTECTEU FROM CONTACT WITH RECYCLED WATER, WH[Tc/ER BY WINO BLOWN SPRAY OR BY DIRECT APPL/CATION TI-IROUG/1 IRRIGATION OR OTr/ER USE. LACK OF PROTECTION. WHETll[R BY DESIGN, CON5TRUCTION PRACTICE OR SYSTEM OPE.FIAT/ON IS STRICTLY PROcl/BlffD. 11. /RR/CATION HEADS SHALL BE RELOCATED 0/i ADJUSTED TO MINIMIZE OR EL/MINA TE OV[R- SPRA Y/NC ON SIDEWALKS, STREETS AND NON-DESIGN A TEO USE AREAS. 12. RECYCLED WATER C/UICK COUPLING VALVES SI/ALL BE OF A TYPE DESIGNED FOR Tel[ USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND F?EGULA TIONS. 13. ON ,~ECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) Sc/ALL BE COLOR-CODED PURPLE: PE:R AWWA GUIDELINES AND SECTION /16815 OF Tl-I[ CALIFORNIA HEALTH AND SAFETY CODE. 14. ALL /RR/GA TION PIPE SI/ALL BE 5TENC/L[O WIT/I WARNING, "NON-POTABLE OR RECYCLED WATcR", COLOR-COOED (PUFiPLE) ANO LAIU WITH WARNING TAPE ANO STENCILING ORIENTED TOWAFID TH[ TOP OF THE TF!ENC/1 PE,? Tf/E CARLSBAD MUNICIPAL WATER DISTRICT'S FWLES AND REGULA T/ONS. 75. ON NEW ON-SITE SYSTDAS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWEil LINES SHOULD BE PLACED A MINIMUM OF FOUR F[[T APART OR AS DIRECTED BY Tl/[ PROJECT ENGINEER ANO/OR REGULA TORY AG[NCY. M[ASUREM[NTS SHALL BE BETWEEN FAG/NC SUlifACES, NOT PIPE Ct:NTERLINES. /6. CONSTANT PRESSURE RECYCLED WA TE.Fi LINES SHALL CROSS AT LEAST TWELVE /NU/[S BELOW POTABLE WATER LINES ANO MAINTAIN AT LEAST TWELVE INCHES CROSSING SEP ARA T/ON BETWEEN OTHER UTILITIES. ! 7. IF A CONSTANT PRESSUFiE RECYCLED WATER UN[ MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWE.L 1/c INCi/ES BELOW A POTAOL[ WATER LIN[, THEN THE RECYCLED WA T[R LIN[ SHALL BE INSTALLED W/Tf//N AN APPROVED PROT[CTIV[ SLEEVE AS PER Tc/E CARLSBAD MUNICIPAL WA Tffi 0/ST/IIC(S RULES ANO F/EGULA TIUNS. 18. TH[ R[OUIRED CROSS-CONNECTION SHUTDOWN TEST Sf-lALL BE DON[ BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THC SAN DIEGO COUNTY DEPARTMENT OF ENVIRONME!ITAL HEALTH. 19. THE RU!UIRED CROSS-CONNECTION INSPECTION SHALL B[ DONE BY EITHER TH[ CARLSBAD MUNICIPAL WATER DISTRICT ANO/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPOF!TS WILL BE FORWARDED TO Tf/c NON-INSPECTING PAFUY. 20. THE DESIGN ANO LOCATIONS PROPOSED FOR RECYCL[LJ WA TEF< "oo NOT omNK" SIGN Sc/ALL BE CALLEO OUT ON Tr/E PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE US[,~ SUPERVISOR SHALL B[ DESIGNATED IN WRITING. THIS INOI\/IDUAL SHALL B[ FAMILIAR I/I/Tri PLUMBING SYSTEM WI (I/IN THE PROPERTY, I/I/Tel Tf/[ BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION P,?OTECTION, THE R[CYCL[O PUREYOR'S RULES AND 1/ECULA T/ONS ANO THE SPECIFIC REQUIREMENTS OF A FiECYCLEO WA ffR SYSTEM. COPIES OF Tl-/[ OESIGNA TION, WIT/-/ CONTACT Pl/ONE NUMBEIIS Sc/ALL BE PROVIDED TO Tel[ CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EME,%ENCY CALL (760)438-2722 22. ALL PUBLIC AND PRIVATE POTABLE' WATER MAINS INCLUDING FIRE MAINS ANO ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE 23. CALL OUT ON Tri[ PLANS IF THffiE ARE OF/ ARE NOT OF/INKING FOUNTAINS AND/OR ~'Ffoµ////'!N {~~T~£)?f/sEA TING AREAS ON THE SITE. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AF/EAS IF/RIGA TED WIT/I RECYCLED WATER ANO POTABLE WATER. SEPARATION S/1,~LL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS 25. AU. IFIFi/CA T/ON BACKFLOW PI/EVENTERS Sc/ALL Bf TESTED BY A CERT/Fl[{) TESTER ANO RE:SULTS MUST BE GIVEN TO Tri[ CITY ANO Tf/E CARLSBAD MUNICIPAL 'I/ATER DISTRICT. PIPE BETWEEN THE METER ANO BACl<FLOW PREVENTER SHALL BE "SCHEDULE K /-/ARD COPP[/(' APPFWV[O CONTRACT BACl<FLO'I/ TESTERS CAN BE FOUND ON TIIE CITY WEB WWW CAF/LSBADCA GOV /S[RVICES/DEPAR TMENTS/WA TER/DOCUMENTS/ RECYCLED WA !EROACKFLOWTESTERL!ST.PDF FOR RE:CYCLED OR WWW CARLSBADCA. GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/ WATERBAC!<FLOWTESTERUST.PDF FOR POTABLE OR CALL 438-2722 TYPICAL SIG~NS -.--1 IN ORDEf'S TO C0;\1SERVE 'NATET\ . RECYCI_ED WATER IN USE i NO TOME EL AGUA WASH HANDS AFTE~ CONCTACTING L.AVESE SUS MANOS OESPUES DE USAH .1__,~----------~ 18" X 18" SIZE .032 /\LUMlt\JUM, 060 ABS PLASTIC OR STICK-ON VINYL SIGNS rla 2681 H()WARD ASSOCIATES landscape architecture 2442 second avenue s an die go ca 9 2 1 01 619 718 9660 RECLAIMED WATER SYSTEM (PRIVATE) SIGNAGE NOTES SOHAEI MINOR SUBDIVISION LANDSCAPE PLANS THE FOLLOW/NC GUIDELINES FOR Tf-1£ USE OF /{/:..-CYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE OOOF,! OF EACH CONTROLLER I/IH[RE THEY ARE EASILY VJS!BLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACI( LE:TTFRING. 1. GUIDELINES For,; R[CYCL[D WATER USF" A. IRRIGATE: BETWEEN THE HOURS OF 10:00 P.M. ANO 6:00 A.M. ONLY. WATEWNG OUTSIDE THIS TIM[ FRAME fAUST BE DONE MANUAl.L Y WIT/-/ QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSfEM SH/\LL Ar ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE 8. !RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN--OFF, POOLING, ANO PONDING. TH[ APPL/CATION RA ff SHALL NOT EXCEED THE INF/URA TION RA ff OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFIL TF'tA 7'/0N [{A Tf PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCr/EOUL/NG OF Tl-IE AU TOMA TIC CONTROL CLOCKS, (!.£., [MPLOY/NG THE REPEAT FUNCTION TO BREAK UP THE TOTAL /RR/CATION TIME INTO CYCLES T/-IAT WILL PfWMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELI/vi/NA TE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE:, POOL O[CKS, PR/VA TE PA nos AND LOTS, AND STREETS AND SIDEWALKS. 0, MONITOR ANO MAINTAIN THE SYSffM TO MINIMIZE EQU/PMEN r ANO MATERIAL FA/LURE. BROKEN SPRINKLE(,! HEADS, LEAKS, UNR[LIABLE VALV[S, [TC., SHOULD l:JE REPAIRED AS SOON AS ff/EY BECOME APPARENT. E. Th'E LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR £DUCA TING EACH EMPLOYEE AND ALL MAINTrNANCE Pff60NNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTf.NANCE PERSONNEL MUST BE INFOWAED THAT WATER IS FOR /RR/GA T!ON PURPOSES ONLY AND IS NOT APPfWVED FOR ORINJ<INC OR FOR HANIJ ANO /OUL WASHING, £TC. F. OBTAIN P('t/OR APPROVAL OF ALL PROPOSED CHANGES ANO MOO/PICA T!ONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUB/.1/TT[O TO, AND APPROVED BY. THE 0/STRICT ENGINEERING OFFICE ANO DESIGNED IN ACCORDANCE WITH DISTR/CJ" STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL U[ JAGGED WITH /DENT/FICA TION TAGS. A. TAGS SHALL BE WEATHERPROOF PL.ASTie, J"x 4", PURPLE IN COLOR, Wini THE WORDS "WARN/NC F?ECYCLEO WATU< -DO NOT DRINK" IMPRINTED ON ONE SIDE, ANO "AVISQ -ACIIA IMP/JRA-N() TOMAr(' IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. cHmSTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EAU! VALVE AS FOLLOWS: /. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-W/"?AP OFi 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE /OENTIFIE:0 AS fffCYCLED WA/Erl SPf<INKLER HEADS. G. EACH AUTOMATIC CONTROLLER ANO ITS ASSOCIATED EQUIPMENT SHALL BE /OENTIF/EU WITH A SIGN BEARING THE WORDS "RECYCl.EO WA TU< USED FOR /RR/CA TIO!!" IN fNCL/SH ANO SPANISH, 111TH BLACK LETTERS I" HIGH ON A PUUPL[ BACKfWUNU. THE SIGN SHALL BE PLACED SO THAT IT CAN !:3£ HEADILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. ALL BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN ro THE CITY AND THE WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL DE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE: FOUND , CALL 438-2722 INSPECTION PROCEDURES 1. DISTRICT CONSTRUCT/ON /NSPE:CT!ON SHALL IN9f .. UOF: A. frfX)UIRED SEPARATION BETWEEN POTABLE ANO RECYCLED WATER LINES (HORIZONTALLY ANO VERTICAI_L Y). B. PIPE !DENT/FICA TION C. SLEEVING AT CROSSING'S D. APPROPH!A Tl:_-MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A S/CNAGE INSTALLEU PER PLAN KFY MAP I __ EGt::ND B. COf\1'/ROLLEFs? STICKEF~S C. TAGGING OF VALVES ~ POINT OF CONNECTION FOR RECYCLED V'IATER D. COVERAGE' TEST AFTER COMPLETION OF TH£ SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. £. ALL ASPECTS Of--Tf/E IRF<!GA T/ON CONDITIONS INCLUDING WINDBLOWN SPTIA Y, RUNOFF ANO PONDING F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESE:RVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED I. COLOR COOED, LAfv/lNA TED CHARTS INSIDE E:ACh' CONTROLLFF?. 3. ANNUAL INSPECTION SHALL INCLUDE: A A COMPLETE INSPE:CTION Tl/AT WILL COi/ER A-I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL T/-1 EN CIT'( ENGINEER ANO UIS'TWCT £NC/NEER PRIOR TO IMPLEMENTATION IN FIE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER. CITY £NGIN ANV UISTRICT ENGINt:ER PF't/OR TO IMPLEMENTA T/ON IN FltLD. BLACK LOCO PURPLE BACKGROUND /I" BLACK LETTERS (N.T.S.) }' WARNING RECYCI_ED WATER 00 NOT DRINK }~~:~~~ST~ ~~~~~CTING ---TVESE SUS MANOS OESPU[S DE USAR _____j___ 2" BLACK LETTERS 12" X 36" SIZE .032 ALUMINUM, 060 ABS PU-\STIC 1" BLACK LETTERS -OR STICK-ON VINYL SIGNS (METER AND BACKFLOV'I PREVENTION) .. "DO NOT DRINK" SIGN LOCf\TIONS -PROPOSED PLANTED AREAS USING RECYCLED V'IATER GINE:Ef(. --RC~ RECYCLED V'IATER MAINLINE LD --W--POTABLE V'IATER EER [G] POT ABLE V'IA TER METER ~ PROPOSED PLANTED AREAS USING POT ABLE V'IA TER CARLSBAD MU1~ICIPAL WATER DISTRICT DEVELOPERS NAME: SHFA H01VWS SAN oirco AODFsESS: 9990 MFSA RIM_ ROAD c;r;;a:: ht0 fL SAN DIFGO, CA 92121 &P,J/;c;-OFFICE: (858) 526-6554 y ( p / DISTRICT ENGINEER DATE DATE PLAN PREPARED: BY: POINT OF CONNECTION 'A'- SEE CITY DWG 483-4L FOR EXACT LOCATION DATE INITIAL -· ENGJMEER OF WORK ,-----·· F<EVISIO~I L_______Jl_ __ ~1,~ ~ LJLJL__ ,"{,-LL'....LLJ ~ r,-n-FO-R-ES_I_A_vt_. --~ ~ LJ LAS FLORES DR. CAF!LSBAD NTS NOT TO SCALE :Sheet Index Sheet Number Sheet Title Title Sheet 1 2-3 4-5 6 7 8 9 Irrigation Legend, Notes and Details Irrigation Specifications Irrigation Plans Planting Legend, Notes and Details Planting Specifications Planting Plans DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT/ HA VE EXEF,!C/SEU RESPONSltJLE CHARCE 01/EH Tf/E UES!CN OF THIS Pf<OJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFE'::SIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRE:NT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTcl AND Tilt CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED LANDSCAPE AHC/-IITEC( OF WORK, OF MY HtSPONS!BILITIES FOR P!?DJECT Of:SIGN. THESE PLANS HAVE BEEN Pl?EPAl<ED IN SUBSTANTf/lL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSER I/A T!ON PLAN, FIRE PRO lFCTION PLAN, AND ALL CONU/TIONS OF APPHUVAL fi'GA T!NC TO LANDSCAPING FIRM NAME & ADDRESS: HOWARD ASSOCIATES, INC., 2442 SECOND A\/E SAN DIEGO, 92101 DATE: JULIE HOWARD, LANDSCAPE ARCH/ !EDT RLA 2681 Pl/ONE NO(S): (619) 718-9660 REGISTRATION NO(S): RLA 2681 EXP/RAT/ON DA TE: 3/31/17 WATER EFFICIENT LANDSCAPE DECLARATION I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND !RR/CA f/ON PLANS CON!AINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND ACREE TO COMPLY WITH ALL RCQU/r?EMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I C£RTWY rHA f THE f-)LAN IMPLEMENTS THOSE RECUL/i /'IONS TU PROVIDE EFFICIENT USE: OF WATER. _______________ DAT£: BACKFLOW PREVENTER TESTING: ALL BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND R£SUL TS MUST BE GIVEN TO THE CITY AND THE WATER DISTRICT. PIPE BETWEEN THE METER AND 8ACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND: CALL 4.38-2122 INSPECTION PROCEDURES: INSP[CTION PROCEDURES: INSPECTION OF T/1£ PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF '1/0f<J(, OR HIS DESIGNATED AGENI: Rt.FER TO THE SPECIF/CA TIOt-iS FOR Tf-lE SCHEDULE OF REOUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF TUE WORK, THE LANLJSCAPE ARCHITECT OF THE WORK WILL CERnFY THAT THE INSTALLATION HAS BEEN COMPL£/ED BY SUBMITTING THE "c:E{(TIF/CAT!ON or.: COMPLETION" FO[(M. A HEQU[ST FOf: (H[ FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING !HE INSPECTION RE:OUEST LINE. "CERTIFICATION OF COMPLETION" FOf? FAX TO.· (160) 941-891-3 LANDSCAP[ INSPECTION REQUEST PHONE LINE: (760) 602-4602 PRIOR TO BEGINNING LANDSCAPE WORK: TH£ CONITTACTOR SHALL CONTACT THE DESIGNER OF WOr'?I< PRIOR TO BECINNINC LANDSCAPE WORK AND TH[ DESIGNER OF WORK SHALL f?[VIEW THE PROJECr UTILITY LOCA T!ONS AND r'?EVISE PLANS ACCORDINCL Y TO FULLY SCF-?EEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE AND BELOW Cf<ADE) FTWM INVASIVE PLANT GROWTH AND FWOTS. NOTE: THERE AR£ NO PROPOSED WATER FEATURES COUNTY OF SAt~ DIEGO OEPARHAENT OF Ef/VIRONMENTAL HEALTH LAND ANO WATER QUALITY DIVISION ~~ .-;:;,, 7-C-is- CLEN~I LEEKS 0/',TE EN\/IROellvlEel TAI_ HEAL TH SPECIALIST APPROVFD FOR "AS BUILT" PLANTII\IG ~----TITLE DATE AND IF~RIGA TIOI\J ONLY, REVIEWED BY: INCLUDII\IG PRE Cl SF LOCATION OF P I_AI\J Tl 1\J G ·-INSPECTOf< DATE AREAS. CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD] 9 1 f'L/\~/Nl~IG DIVISION . . SHFFTS SOH,4£/ }I/NOR S(JBOIV!S/ON . PIO PICO DR, .~ APPROVED PLANNING OWN BY: I PROJECT ] NO. DRAWING ~10. DATE INITIAL DATE INITIAL DESCRIPTION X 483-SL OTHER APPROVAL CITY APPROVAL CHKD BY: ~- I" ''HI, \ PT'. \ 0 N (J) I 1' CD HUNTER NP ROTATOR HEAD SCH 80 NIPPLE FINISH GRADE SCH 40 THREADED COUPLER @) 1/2" PVC STREET ELLS (3) @ LATERAL TEE OR ELL G) ® LATERAL LINE HODEL HC-50F-50N CHECK VAL VE riHERE REQIJIRED TO PREVENT Lori HEAD DRAINAGE NOTES, I. ALL HEADS LOC.ATED V'!ITHIN 2411 OF VEHICULAR OR PEDESTRIAN IJSES SH.AJ..L BE POP-UP HEADS. :2. CONTAAC.TOR SH.ALL INSTALL ALL HEADS NO CLOSER THAN 24" TO ANY IMPER.MEASLE SURFACE UNLE5S THE GAADE DFAIN5 AKA'( F~OM THE IMPERMEABLE SURFACE INTO A LANDSCAPED AREA. CD FINISH GRADE @ F'6F' ROTOR HEAD @ B/4" PVC STREET ELL ('3) @ SCH 80 NIPPLE @ LATERAL TEE OR ELL @ LATERAL F'IF'E G) RECYCLED RUBBER GOVER ~HERE INSTALLED ON RECYCLED SYSTEr--1 OR FUTVRE RECYCLED SYSTEr--1 NOTI:51 I. ALL HEADS LOCATED Y'ilTHIN 24'' OF VEHICULAR OR PEDESTRIAN IJSES SHALL SE POP-UP HEADS. 2. CONTRACTOR SHALL INST,6,il, ALL HEADS NO CLOSER THAN ::24" TO ANY IMPERMEABLE SURFACE I.JNLE55 THE 6RADE DRAINS ~y FROM THE IMPERMEA6LE OORPAC..l= INTO A !.AND'-"./4APED AREA. 2 1, MP ROTATOR ON RISER NTS B POP-UP ROTOR NTS CD 5HR!JEl ROTOR @ FINl5H c:>RADE @ SCH oO NIPPLE @ SCH 40 THf<EA.OED GOUPLER @ 1/2" PVC STREET ELLS (3) @ LATERAL TEE OR ELL G) LATERAL LINE @ MODEL HC-15F-15M CHECK VALVE HHERE REQIJIF<ED ·ro f'IREVENT LOv"-1 HEAD .DF?AINA<SE (j) HODEL 4€>3551 SHRUB STAKE KIT, • 4 l"-ESAR -LEN6TH AS NEEDED TO OURY 12" IN GROUND NOT=:>, I, ALL He.A05 LOCATED i11THIN. .:24" Of VEHIC.UL..AR OR ~ESTF-IAN l.!Sf.S SHALL 6f: POP-I.IF' HEAPS. 2, CQrm=v,.:::.TOR ;>HALL INSTAL!. ALL HEADS NO C.L05ER THAN .24" TO ANY IHPERMEASLE SURFACE IJNLE$S 11-IE ~E DRAIN~ Ai1.A.Y ~M THE 1MP!::ie.r,.i1=ASLE s.;RFACE INTO A LANDSC-APED AREA. C ROTOR ON r~ISER CD FINISH GRADE/TOP OF MULCH ® QUICK-COUPLING VALVE WITH LOCKING PURPLE CAP NTS (D VALVE BOX WITH PURPLE COVER, 6-INCH SIZE D GJ) 10 9 NOTE: 0 3-INCH MINIMUM 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 ® PVC MAINLINE PIPE @ PVC SCH 40 ELL @ 2" x 2" REDWOOD STAKE W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM I. FURNISH FITTINGS 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. QUICK-COUPLING VALVE ~~ 0 ROUND PURPLE PLASTIC VALV BOX, AMATEK OR EQUAL ® FINISH GRADE 11 --0 BALL VALVE _,, 0 INTEGRb.L UNIOMS 5 @ PVC SCH. 40, 45' ELL (TYP) ® PVC PRESSURE MAINLINE PIPE (SEE SPECS.) 0 1 CU. FT. PEA GRAVEL ® 2X4 REDWOOD OR BRICK BLOCKING © DEPTH-SEE SPECIFICATIONS F BALL VALVE rla2681 HOWARD:: ••• .A.SSOCIA1'ES~ -. ♦ ♦ + landscape architecture 2442 second avenue san diego ca 92101 619 718 9660 SIGNATURE (l) ID TAG ® WATER PROOF CONNECTION ( 1 OF 2) @30-INCH LINEAR LENGTH OF WIRE, COJLED 0 REMOTE CONTROL VALVE: ® INSTALL 6-INCH MIN. ABOVE HIGHEST POINT OF DISCHARGE © UV RADIATION RESISTANT PVC SCH 40 MALE ADAPTER (1 OF 2) 0 UV RADIATION RESISTANT B PVC SCH 40 PIPE (1 OF 2) ® FINISH GRADE/TOP OF MULCH ® PVC SCH 40 ELL (1 OF 2) __.-,9c; @ PVC LATERAL PIPE ( 1 OF 2) 10 E ANTI-SIPHON REMOTE CONTROL VALVE IR,RIGATION NOTES I. THE IRRl0ATION FLAN 15 DIA0RAMMATIC. ALL IRRl0ATION EQUIPMENT SHALL BE LOCATED IN FLANTIN0 AREAS ONLY, UNLESS NOTED OTHERV'!l5E. REFER TO THE IRRl0ATION LE0END AND DETAILS FOR EQUIPMENT AND INSTALLATION. 2. CONTRACTOR SHALL KEEF THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO V'!ORK OF THIS SECTION. 3. A. ALL RISERS SHALL BE F.V.G. SCHEDULE 80. 4. BAGKFLOV'! PREVENTION DEVICES SHALL BE LOCATED AS INDICATED ON THE IRRl0ATION FLAN. INSTALLATION SHALL CONFORM TO LOCAL 00VERNIN0 CODES AND RE0ULATIONS AND MANUFACTURER'S 5FEGIFIGATION5. Gf'1V'!D BAGKFLOV'! SPECIALIST TO APPROVE LOCATION ph. (16'0) 43B-2122 x1I52 S. CHECK VALVES SHALL BE USED V'!HERE INDICATED AND V'!HERE NECESSARY TO PREVENT V'!ATER FLOV'! FROM LOV'!ER ELEVATION HEADS V'!HEN SYSTEM IS TURNED OFF. b. ALL PRESSURE MAINLINES SHALL HAVE A IB" MINIMUM GOVER FOR 2-1/2" MAINLINE AND LE55 AND 24" COVER FOR 3"-5-1/2" SIZE MAINLINE. ALL LATERALS SHALL HAVE A MINMUM TV'!ELVE (12) INCHES OF GOVER. TRENCH BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT HIS OV'!N COST. 1. ALL AUTOMATIC VALVES SHALL BE LOCATED V'!ITHIN SHRUB AREAS. VALVES IN BOXES SHALL BE INSTALLED IN R.JRFLE VALVE BOXES, ONE VALVE FER BOX , V'!ITH FOUR (4) INCHES OF FEA 0RAVEL BENEATH EACH VALVE. BALL VALVES SHALL BE LOCATED IN SEPARATE VALVE BOXES. 8. MAINS, V'!IRE, AND LATERALS UNDER VEHICLE FAVIN0 SHALL BE PVC CL 515 V'!ITH Bb" MINIMUM GOVER. ALL MAINS AND V'!IRE UNDER PEDESTRIAN PAVIN0 SHALL BE PVC SCHEDULE 40 V'!ITH IB" MINIMUM GOVER. ALL LATERALS UNDER PEDESTRIAN PAVIN0 SHALL BE PVC SCHEDULE 40 V'!ITH 12" MINIMUM GOVER. '!. AUTOMATIC CONTROLLERS SHALL BE SIZE AND T'r'FE AS NAMED, AND INSTALLED V'!HERE INDICATED ON IRRIGATION PLAN. CONTROL V'!IRES SHALL BE SLEEVED UNDER PAVING IN I" DIAMETER ELECTRICAL CONDUIT. I CONTROL i"ilRE MAX. PER SLEEVE. A. 120 VOLT SERVICE TO CONTROLLER SHALL BE PROVIDED BY THE OV'!NER. 10. PRIOR TO BACKFILLING> IRRl0ATION TRENCHES, A. ALL MAINLINES IN THE SYSTEM SHALL BE GAFFED AND PRESSURE TESTED AT 125 F.5.I. FOR A PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING> THE LEAKINcS-FIFE OR FITTIN05 AND INSTALLING> NEY'! MATERIAL IN ITS PLACE. B. ALL LATERALS SHALL BE PRESSURE TESTED AT DE5I0N PRESSURE FOR ONE HOUR. C. THE CONTRACTOR SHALL NOT ALLOV'! NOR GAUSE ANY OF HIS V'!ORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE OV'!NER'S AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR. II. IRRl0ATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE EVEN GOVERA0E AND TO KEEF SPRAY OFF BUILDIN0S, V'!ALKV'!AYS, V'!ALL5, AND DRIVES. 12. V'!HEN THE SPRINKLER SYSTEM 15 COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE OV'!NER'S AUTHORIZED REPRESENTATIVE, SHALL PERFORM A GOVERA0E TEST OF V'!ATER AFFORDED THE FLANTIN0 AREAS TO ENSURE IT 15 COMPLETE AND ADEQUATE. CITY INSPECTOR TO APPROVE COVERAGE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL V'!ORK REQUIRED TO CORRECT ANY INADEQUACIES OF GOVERA0E AT HIS OV'!N COST. IRRl0ATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY (bO) DAYS AND SHALL i"!ATER ON A DAILY BASIS. 13. PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL FURNISH A COMPLETE 'AS-BUILT' DRAV'!IN0 TO THE LANDSCAPE ARCHITECT FOR COMPLETION OF MYLAR DRAV'!IN05 AND THREE PRINTS TO THE OV'!NER SHOV'!IN0 EXACT LOCATIONS OF ALL ITEMS INSTALLED. 14. PRIOR TO FINAL ACCEPTANCE, THE IRRIGATION CONTRACTOR SHALL PLACE A LAMINATED, REDUCED COPY OF THE AS-BUILT IRRl0ATION FLAN, COLOR-CODED AS TO COVERAGE AREAS FOR EACH VALVE, IN THE CONTROLLER ENCLOSURE. 15. THE IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM TO BE FREE OF DEFECTS IN i"!ORKMAN5HIF AND MATERIALS FOR A PERIOD OF ONE (I) YEAR FROM FINAL ACCEPTANCE BY THE OV'!NER. lb. "THRUST BLOCKS CONSISTING OF A MINIMUM OF I CUBIC FOOT OF CONCRETE (2,000 FSIJ SHALL BE INSTALLED AROUND MAINLINES 3 "AND ABOVE AT ELBOV'!5 AND AT POINTS OF CHANGE IN DIRECTION." (CITY OF CARLSBAD LANDSCAPE MANUAL IV.3-5). 11. INSTALL POF-UPS V'!ITHIN 10 FEET OF ALL PEDESTRIAN USES. IB. ALL IRRIGATION EQUIPMENT UTILIZING RECLAIMED V'!ATER SHALL BE COLORED PURPLE PER CARLSBAD MUNICIPAL V'!ATER DISTRICT REQUIREMENTS. I'!. V'!ARNING TAPES REQUIRED (2) ONE TO BE LOCATED DIRECTLY ON TOP OF MAINLINE AND ONE 12" ABOVE. ' County Water Efficient Landscape Worksheet ·.· , ,, Evapotranspiration Rate I . Maximum Applied Water Budget LA (Tolal Landscape Area) = SLA (Special Landscape Area)= Maximum Applied Gallons/ Year= Eto(0.62) [(0.7)(LA) + (0.3)(SLA)] ···················+· ·--------.. , .. Maximum Applied Gallons/ Year= Design Case Table B 161,339! ' ! Potable -Permanent Irrigation -23.78% Low ' Slopes in Private Yards 510 Rotors 0. 70 ---••-•NO<NN,N",, N~,,~N½N-,rn Future Recycled -Permanent 27.75% 'Moderate Irrigation -Streetscape Future Recycled -Pern1anent 52.74% Low Irrigation -Basins FL1ture Recyc1ec"i"·~ ·Perm3i1ent 19.12% Low Irrigation -Slopes !Total: .......... ... .. .. .. .. ! ·kJndividual lots have no controller designations 1 , .. ,., .... , '"" .,-, " "' ,_, ""'•"' ··'"·"· ., '·"' "·""'""""" """'""'""""" , .... ····""" ·"' ... 1 'NOTE, POPUPS ARE REQUIRED IN RIGHT-OF-~AY AND SHRUB BEDS ~ITHIN 10' OF HARDSCAPE AND ALL OTHER AREAS ~HERE PEDESTRIAN TRAFFIC MAY OCCUR. 0.5 992 0.3 629 0.3 410 lletafim Dripperline Rotors Rotors SEE SHEET 3 FOR ADDITIONAL IRRIGATION DETAILS SEE SHEETS 4&5 FOR IRRIGATION SPECIFICATIONS O.i30 0.70 0.70 DATE ·1,240 233,928 586 INITIAL 23,489 39,978 28,983 18,888 111,338 Irrigation Legend SYMeOL MAN'FR HODEL DESCRIPTION &FM RADIUS • HUNTER PROS-00-PRSSO-MPIOOO-'IO POP UP MP ROT ,',TOR HEAD 0.16 12' • HUNTER Pl"OS-OO-PRSSO-MF'!000-'10 POP UP MP ROTATOR HEAD 0132 12' 0 HUNTER PR09-00-Pl<SSO-MP2000-'IO POP UP MP ROTATOR HEAD 0.3B lo' 0 HUNTER PROS-OO-PR550-MP2000-'IO POP UP MF' ROTATOR HEAD Oh3 le>' 0 HUNTER PROS-OO-PRS;IO-MPL/RG55I5 MF' ROTATOR HEAD ON 12" RISER 0.1'1 4Xl4 [I HUNTER F'R05-00-PR5:IO-MP555SO MP ROTATOR HEAD ON 12" RISER O.:lb 4X:W • HUNTER PROS-OO-PRSSO-CV•R-MPI000-'10 MF' ROTATOR HEAD ON 12" RISER O.IE> 12' • HUNTER PROS--00-PRSSO-CV-R-MPIOOO-'IO MP ROTATOR HEAD ON 12" RISER 0132 12' i:iJ HUNTER PR05--00-PR530--CV-R-MP2000-'IO MF' ROTATOR HEAD ON 12" RISER O.:l:l lo' □ HUNTER PROS--OO-PRS30--CV-R-MF'2000-'IO MP ROTATOR HEAD ON 12" RISER O.bS lo' NOTE, CONTRACTOR SHALL INSTALL APPROPRIATE IRRIGATION BODY TO REGULATE TO EITHER 30 PSI OR 40 PSI TO AVOID OVERTHROY'I ONTO PAVED AREAS. ffi HUNTER HUNTER P6P-OO-CV-.15SR P6P-OO-CV-l.5SF1. SHRl/6 ROTOR ON 12" RISER SHF<.l,!:l ROTOR ON 12" RISER .15 1.5 2B' 23' I .. CONTRACTOR TO INSTALL F'OP-IJP BODIES PRS-I2--CV-R ON ALL HEADS LOCATED HITHIN 5' OF PAVIN6 I ~ RAINBIRD ~ RAINEllRD EB RAINEllRD B3 GHA"'1F'ION [g] NETAFIM III NETAFIM @ RAINBIRD ~ NIBCO·SGOTT PEB SERIES DV SERIES• REMOTE CONTROL VALVE (SIZE PER PLAN) REMOTE CONTROL VAL VE (SIZE PER PLAN)• ASVF SERIES• ANTISIPHON VALVE (SIZE PER F'LANJ' 562 SERIES ATMOSPHERIC VACWM BREAKER AIR RELIEF VALVE -NOT 5HO~N -LOCATE ONE AT Hl6H POINT OF EAGH SUPPLY OR EXHAUST HEADER FLUSH VALVE -NOT SHO~N -LOCATE ONE IN EACH EXHAUST HEADER Rl"IS-B-I40I-36I N BUSSLER ASSEMElL Y -2 BUBSL8'5 PER TREE PLASTIC, BALL VALVE IN SOX (LINE SIZE) PSI DETAIL 50 SHT2-B BO 5HT2-B 50 SHT2-B 50 SHT2-B 50 SHT2--C 30 SHT2--C BO SHT2-G '30 SHT2-G 30 SHT2-G BO 5HT2--C 50 5HT2-A BO SHT2-A SHTB-B SHTB-0 SHTB-Q SHTB-L SHTB-H SHTB-1 SHTB-0 @ HUNTER TRU-UNION H0-44LRG-A~-R REGYGLED QUICK COUPLING VALVE -I" SIZE -ACME THREADS AND LOCKING GOVER SHT2-F SHT2-D NETAFIM 'TECHLINE CV' DRIP TUSIN6 -0.4 6F'H EMISSION POINTS@ 18" SF'AGIN6 -4"-6" OF GOYER --PVC SCH 40 POTABLE MAINLINE-I" MIN SIZE PVC SCH 40 'ALERTLINE' RECYCLED MAINLINE-I" MIN. SIZE PVC C,L 200 LATERAL LINE-SIZE PER PLAN -5/4" MINIMUM SIZE ~ --PVC CL 200 'ALERTLINE' RECYCLED LATERAL LINE-SIZE PER PLAN -B/4" MINIMUM SIZE PVC SCH 40 SLEEVE -T~IGE LINE SIZE [Ml 5/8" POTABLE Y¾TER METER BY O~NER ,.,le\ \::...I ~ VALVE KEY A=6PM El • VAL VI= SEQUENCE NUMl:lER C, = VALVI= 5IZE A 'DO NOT DRINK' SIGN PER DETAIL ---•• MOH CURB SLEEVE NOTE, SLEEVE UNDER ROADS, 6 11 OR LESS IN DIAMETER-36" COYER GREATER THAN 6" IN DIAHETER-48" COYER SCHEDULE 80 PVC SLEEVES UNDER PAYING (NON-ROADS), LESS THAN 3" IN DIAHETER-18" COYER 3" TO 5-1/2" IN DIAHETER-24" COYER 6" OR GREATER IN DIAHETER-36" COVER SCHEDULE 40 PVC APPROVED FOR PLANTING TITLE AND IRRIGATION ONLY, REVIEWED INCLUDING PRECISE LOCATION OF PLANTING INSPECTOR AREAS. "AS BUil T" BY: SHTB-J4K SHTB-C SHTB-A SHTB-FtG SHTB-N SHTB-D SHTB-E SHTT-G DATE DATE I SH2ET I CITY OF CARLSBAD I SH~ETS I PLANNING DIVISION IRRIGATION NOTES, DETAILS AND LEGEND FOR: SOHA£1 MINOR SUBDIVISION PIO PICO OR. I APPROVED PlANNING DATE I DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: I X I 483-SL I I fl'. I I I ' i I' ;1 i ! ; ! . , . . ' ,' I, ; I ( MAINLINE, LATERAL, AND WIRING IN THE SAME TRENCH - ' ~~ -~ N. '? ~ -,, ---,o,~" ,, '" 'v.," .<'- PLAN VitW RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 10-FOOT INTERVALS. NOTES: SECTION VIEW MAINLINE lATERAL WIRIMG IN PIPE PIPE CONDUIT ~ ~ ~,\: 0 )>» ~"m?,~V; ,. ~ 0 1/' /' " ~0..v< WAR~llNG TAPE -(2) TOTAL -1 ATTACHED TO THE TOP OF MAINLINE WITH PLASTIC TAPE EVERY 5' ON CENTER 1 -12" ABOVE MAINLINE ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TREMCH AS SHOWN. WIRE W/0 CONDUIT TIE A 24-INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30' OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 80 PVC T'NICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. 4 1 6 7 8 CD 30-INCH LINEAR LENGTH OF WIRE, COILED ® WATER PROOF CONNECTION ( 1 OF 2) @10 TAG 0 REMOTE CONTROL VALVE: RAIN BIRD PEB @ VAi.VE BOX WITH COVER: 12-INCH SIZE © FINISH GRADE/TOP OF MULCH 0 PVC SCH 80 NIPPLE (CLOSE) © PVC SCH 40 ELL ® PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) @) BmcK (1 OF 4) @ PVC MAINLINE PIPE @scH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL @ PVC SCH 40 TEE OR ELL Q3 PVC SCH 40 MALE ADAPTER @PVC LATERAL PIPE @3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL A PIPE & vVIRE TRENCHING (RECLAIMED) NTS B REMOTE CONTROL VALVE 2 3 NOTE: 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. CD COPPER UNION (1 OF 2) 0 LEAD-FREE REDUCED PRESSURE BACKFLO PREVENTER: WILKINS 375 @coPPER MALE ADAPTER ( I OF 2) 0 COPPER 90' ELL (1 OF 4) 0 COPPER PIPE (TYPICAL) ® FINISH GRADE 0 PVC MALE ADAPTER ® IRRIGATION MAINLINE PIPE ® COPPER FEMALE ADAPTER @ nSCHEDULE K HARD COPPER" PIPE FROM POINT-OF- CONNECTION @ PRESSURE REDUCER @ UN!ON-TYPE K COPPER 2. HSCHEDULE K HARD COPPER~ PIPE TO BE USED BETWEEN METER AND BACKFLOW PREVENTER. .3. INSTALL PER CMWD STD. DWG. # W-20 INl&H GAADE ---!_iJl======J/.[7'::_-:_-:_-::_--.::_--6" ROJND VALVe SOX ,;--jt-..,.---~AIR I VAGWM RELIEF' Vp,,J_.Ye H TECHLINE AIR RELIEF VALVE ao,<---·-·-1ir SEE SF'EC,S. ,• I LINE FLt.191-ilN-5-----J;~- V.."1..VE TLOSC,Mf\/-1 f'OL "T'ETHYLENE 1'1J6IN6 Y'IITH STAINL..ere STEEi:. CL.AMP ~SUP?OR-_J.1=:3'f"'41QF fl" . · SEE . SPECS · I POI-YETHYLENE LATERAL (OR EXHAUST HeAOERJ IN5E:RT FEMALE ;,,:,APTER (SIZE AS ~Q'r;,) ~/4" &RAVEL 5".JMl"--+- (1 cue,c FOOT) ... !EtW~~m : .. W REDJGIN6 8JJSHIN6 MFT X 1/:2' FFT LJ ~ '::i:E' " I "' I I I I I I I I E ~ C, ½½'.1/ff/,:½,1/@//21//§f//21//400½1/~ / 3r5 FEET 12" MIN LEGEND CD STREET SURFACE (3_) POTABLE SERVICE LINE 0 RECLAIMED WATER IRRIGATION MAINLINE W/ SLEEVE I REQ. VERT. SEPARATION NOTES: ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE ANO LABELED AS SPECIFIED IN: •STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" AND "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS~ OCTOBER 1993 POTABLE MAINLINE CROSSING " I I I I I I REMOTE CONTROL VALVE Y'-IITH DISC FILTcRANO PRY PVC OR POLY OOPPL Y HEADER Tochllno START CONNECTION MALE ADAPTER rectlli11e® CV TUBING Af<EA PERIMETER D NOTES: CD PAVING ® DITCH 0 SLEEVES 0 PVC CAP (TYPICAL) DEPTH AS PER SL~ CHART -~ 1. ALL PVC IRRIGATION SLEEVES TO BE SCHEDULE 40/BO AS PER SLEEVING 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. SLEEVING AL FLUSH VALVE PLUMBED TO PVC -----------.0.REA PERIHETER ,---------Toc.hllno TEE ,---Te,:.hLlnei CN DRIPPERLINE LATERAL I PVC. OR POLY EXHAU;>T HE,ADER SLJPPL Y HEADER ----------"',_-,,,.ff -- E co -tj- st N I I I I :le.: 1.---.--y-G) RECLAIMED WATER SIGN FINISH GRADE 61 X 1-1/4" T POST VANDAL PROOF HARDWARE RECYCLED SIGNAGE CD ATMOSPHERIC VACUUM BREAKER: ® COPPER MALE ADAPTER ( 1 OF 2) 0 MIN. OF 12-INCHE5 ABOVE HIGHEST POINT OF DISCHARGE 0 COPPER 90' ELL (1 OF 3) ® COPPER UNION (1 Of 2) ® COPPER PIPE (TYPICAL) (j) FINISH GRADE ® COPPER FEMALE ADAPTER ® IRRIGATION MAINLINE P!PE @ PVC MALE ADAPTER M PIPE FROM REMOTE ~ CONTROL VALVE I "-g PERIMETER LATER.AJ...5 2" TO 4" FF-!OM l=D6E REMOTE CONTROL VALVE l-'IIITH D15C FILTER AND F'RV 11 MANUAL FLUSH VALVE PLUM6!;D TO PVC OF. POLY NOTE: 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. F G lll llll Ill llill 11111111111111.,.-- 0 TECH LINE TRENCHING ~---FINISH GRADE I 4" HIN., b" HAX. r----------'---r-1 FINISH 6-AADE SEE PLANS FOR DIMENSION. Tec.hlfne! CV TUBING BAc.KFILLED TRENC-H (FR.EE: OF DE3RI$) SEE PLANS FOR ~----~-----Techllne CN LATERAL SPACING ~------------':>JB &RADE TECH LI NE SU BG RADE INSTALLATION (?OUTSIDE WALL_) 0 HYBRID CONTROLLER: RAIN BIRD ESP SERI ES OUTDOOR WALi._ MOUNT 0 1.5-INCH PVC SCH 40 CONDUIT AND FITTINGS G) WIRES TO REMOTE CONTROL VALVES 2 G) JUNCTION BOX ® 1-INCH PVC SCH 40 CONDUIT TO POWER SUPPLY 3 5 H BACKFL0W PREVENTER TECH LINE FLUSH VALVE NTS J TECHLINE® END FEED LAYOUT K TECHLINE®IRREGULAR AREAS I L ATMOSPHERIC VACUUM BREAKER M CONTROLLER METER BOX AN M TER SIDEl"!ALK ~ D E ..,, ~- CUR.Be=;/ ' APPRbx. B" I I ~ ' l -' ' POTABLE SER VICE LINE ,j I 2411 ' ; 10' MINIMUM TO POTABLE MAINLINE IN STREET RECYCLED !"!ATER IRRIGATION MAINLINE J/'1/SLEEVE NOTE, I 12" Ml ,IMUM I ,, \\ VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY >"!HEN CROSSIN6 PATH Of A POTABLE !"!ATER L!NE. INSTALLATION OF RECYCLED >"!ATE IRRltSATION MAINLINE 24" FROM FACE Of SIDEl"!ALK >"!ILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET . 5 0 PER LEGEND ® 24" DEEP X 4 ~ DIA. PERFORATED RAIN BIRD MODEL PA-8S-PRS FILLED W/ 3/4~ GRAVEL 0 PVC LATERAL LINE 0 FINISH GRADE/TOP OF MULCH ® PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) © PVC SCH 40 ELL (j) PVC SCH 40 STREET ELL ® PVC SCH 40 TEE OR ELL NOTE: INSTALL TWO BUBBLERS PER TREE FINISH r.S-RAD:;:==J- Techllne IW 2-~Y' Techllne TUBI . . 5/4" SCH eo PVC NIPPLE- ~-=-==-=--~=----c:~~c-:=---------1-;;..--s;---------------10 TECH LINE ST ART N POTABLE SERVICE LINE CROSSING NTS O TREE BUBBLER CONNECTION [sEE :SHEET 2 FOR ADDITIONAL IRRIGATION DETAILS [~EE SHEETS 4&5 FOR IRRIGATION SPECIFICATIONS rla 2681 ::HOWARD:: t-»tASSOCIATES.;; -t' 4 <t-t~ landscape architecture 2442 second avenue s an die go ca 9 2 1 01 619 718 9660 SIGNATURE DATI' 05/51/11 12" DATE, 5/22/15 DRAY'lN BY, JH/LKL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE t-------t---+----------1----+--+---+---l I SH3EET I CITY OF CARLSBAD 197 ~==:~:::::===::::P=LA=N=N=I =NG=D::IV::!:::Sl::::O::N===:::::'...::~::::SH::E::E::::T~S IRRIGATION NOTES. DETAILS ANO LEGEND FOR: SOHA[I MINOR SUBDIVISION PIO PICO DR. r----t-----t-----------------+---+--+---+-----11 APPROVED I . -::Pc-LAc-N:c:N:c:IN-:cG-----------------=D..,.AT=E~-. DATE ENGINEER OF WORK REVISION DESCRIPTION c-D_A_TE_~IN_IT_IA_L-+_OA_T_E__,_IN_ITI_AL--l I OWN BY: 11 OTHER APPROVAL CITY APPROVAL L'. C:cH.'.'K-"'D::_'Bc'_Y'...::.===:J .. PROJECT NO. X I DRAWING NO. . 483-SL •· I '1 I I; I . "' PAF?.T I -GENERAL I.I 6'ENEP..AL CONDITIONS, The genercil <0ondltlons, spe<-lci I <0ondltlone., and Division I, are an added pcirt of this se,<0tlon and the, contra<Ot for this vsork shall appl~ to this se,<0tlon as fvll~ as If re,pe,ate,cl he,r<>ln. 1.2 SCOPE, The: v-tork !nc.l1;de:i all :,ervfe,es, labor, materials, trcmsportat!on and equipment nec.ee,sar~ to perform the ,sork lndl.:;ated on the dra>-<lngs and as spe,:;lflecl. O>-<ner/developer Hill obtain and pa~ all permits reqvlrecl b~ governing authorities. All on site, re<-lalmecl vsater piping shall be Installed Jn a,0<0ordance vslth the vnlform plvmbing c.ocle, and all other lo<0al governing codes, r~les, and regr,latlon. All piping shall be <0ontlnvousl~ cincl p<>rmanentl~ mci:kecl ,slth the mcinufci<0tvrer s r,c11ne or trademark, nominal size, and s<0hedule, or <-lass lncll<0atlng tne pressvre rcitlng. PERMITS AND LICENSES Uriless othe,r,slse stated, se<-ure the required licenses and permits ln<-lucllng pa~ments of c.hcirges and fees, give required notl<0es to public avthorltles, and veril~ permits sec.vred or arrangements made b~ others affe<.tlng the ,iork of this sec.tlan. >"later meters and po,ser metors Y-1111 be the respanslblllt~ of the o>-<ner and/or his representative for Installation and permit Fees. 1.2.1 RELATED Y'IORK, I. Londscaping section 02480 2. Compllanc.e to Cit~ of Corlsbad reclaimed ,iater standards 1.2.2 QIJALITY ASSURANCE . I QUALIFICATIONS OF INSTALLERS Provide cit leC1st one person ~ho shall be present at all times during exec.ut!on of this portion of the ,iork and >'lho shall be thorou9hl~ farnlllor >Sith the t~pe of materials being Installed, the materlal rncini;fac.turer1s recommended methods of Installation, the Cit~ of Carlsbad reclaimed >'later stanck:ards ond Y-lho shall dlre<,t all v;ork performed under this see,tfon. .2 CODES AMD STANDARDS In c,ddltlon to <,ompl~lng >-<Ith all pertlne,nt c.odes and regulations, complij ,iJth the latest rules of the> National Eledrlcal Code and Electrl<,al Safet~ Orders of the State of California, divisions of Jndustrlcil safet~, for oil elec.trlcal ,iork and materlols. Refer to the latest edition of the Green Boo,. Standard Speclflc.atJons for public. ,iorks c.onstruc.tlon >-<here applicable,. The Cit~ of Carlsbad rec.lalmecl ,sater standards, latest editions and rules and regulation for rec.lalmed ,iat"r servlc.e In th" Cit~ of Carlsbad. Latest editions are Incorporated Into these speclrlc.atlons by re-Pere-nee v-ihere rec.lalmed r-1c:iter Is propo5ed. 1.3 SUBHlrrALS, .I SJbmlt complete mat.,rlal 11st prior to performing an~ ,iork. Svbmlt c.atalog data and ful I descriptive literature ,ihenever the use of Items different than those spec.lfied Is requested. Submit notorlzed Gertlfl.:;ates b~ plastic. pipe and fltclng manvfac.tvrers lndJc.atlng that material c.omplles ,iith spec.lFJcatlons, unless moterlol has been previous!~ approved. .2 Subrnlt material list using the follov.lng la~avt (Double spac.ecl betv.een eac.h Item) Item Description Mc:in 1;Pacturer Hodel No. I. Pressure Hainline Lasc.o SCH. 40 2. La,in Head Ralnblrd 18Ob-12f 3. Etc.. Etc.. Etc. .3 Eqvlpment or materials Installed or rurnlshed ,iJthaut the prior approval of the Londsc.ape Arch1t"ec.t or Cit~ ln;:,pector ma~ be rejected and svc.h materlals removed Prom the site at no expen;,e; to the o:,,,.:ner/developer. .4 Approvcil of an~ Items, alternative, or substltvtlon Indicates onl~ that the praclvGt(s) opparentl~ meet the requirements of the dra>-<lngs and speclFJc.atlons on the basis of the lnforrnc:itlon or e.ample5 eivbmltteci. .S Tne contractor Is responsible for performance or substituted Items. If svbstltutlan proves to be unsatlsfactor~, the contra<0tor shcill replac.e It Hlth original I~ specified Item at no cost to the OY'tner/developer. 1.4 GUARANTEE, .I S<Jbmlt v,rltten guarantee In approved form that all ,sork sho,ifng defects In materials or ,iorkmanshlp ,iill be repaired or replac.ed cit no c.ost to the o,sner/clevelaper for a period of one ~ear from the date oF acceptanGe b~ the o,sner/developer. .2 The gvaramee form shall be ret~ped onto the contractor's letterhead and contain the Follo;sln3 information, A. Guarantee for irrigation s~stem -(Project name). Y'le hereb~ g'Jarantee that the Irrigation s~stem v.e have furnished and lnstal led for (pro Je.:;t name) Is free From deFects ln materials C1nd ~orkrncme.hlp, and the v,,i.ork has been c.ompleted ln accordc1nc.e ,.-.ifth the drall'!lngs and spec.lflc.atlons1 or-dlncir1:1 l"-!ear and tear and unusual abuse, or neglec.t e:xc.epted. ~e agree to repair or replace cm~ defects In materlal or ,iorfemanshlp ,ihic.h ma~ develop during the period of I ~ear From date of aGceptance and also to repolr or replace an~ doma9e res,;ltlng From the repairing or replacing of suc.h defec.ts at no additional cost to th0 o"ner/ developer 'lie shall make svch repairs or replacements f"llthln a reasonable-time, os determined bi~ the 0Y-1ner/developer, after rec.elpts of Jfllrftten notre-e. In the event of 01Jr fallvre to rnak.e such repairs or replac.ements Y'tlthln a reasonable time after r·ecelpt of ,irftten notice from the a,iner/clevelaper, ,se authorize the of'!ner/developer to proc.eed to have eald repairs or replacements mode at our expense and ,-,e Y-1111 pa~ the costs and ,:;harges therefore upon demand. B. PROJECT, (Pray,c.t name) C. LOCATION, (Legal desc.rlptlon of proJec.t propert~) Signed, Tltl@, Address Telephone Signature and Date: I.S OBSERVATION, rla 268 l ::I-IOWARD:: .. ++ASSOCIA1'ES• san • landscape architecture 2442 3econd avenue die go ca 9 2 1 01 619 718 9660 1.5.1 INSPECTION SCHEDULE .I In al I c.ases v,ihere observation of the sprinkler s~stem ,sork Is reqvlred and/or 1"lhere portions of the ,sark are spee,Jfied ta be performed under the dlrec.tlon and/or observation of the Landsc.ape Arc.hltect or Cit~ Inspector. Th<> c.ontrac.tar Is responsible for notlf~lng the LandsGap<> Arc.hltec.t or Landscape Coordinator In advanGe far the lalla,sJng Jnspec.tlons, acc.ordlng to the time lncll.:;atecl, A. Pr.,-Job c.onference -1 ,:;alendar cla~s B. Location of Irrigation sleeves -48 hours C. La~aut of control equipment, sprinkler heads and piping -48 hours D. Pressure mainline Installation and testing -48 hours E. Conformance to regvlatlans for reclaimed "ater -48 hovrs f. Lateral trenc.h depth chec.k -48 hovrs 6. Coverage test -48 hovrs H. Final Inspection -48 hovrs I. Notlf~ the Cit~ of Carlsbad :24 hours In advance of beginning >-<ork (1b0) 815-t:>1O8 . 2 Y'lhen lnspec.tlans have been canclvGtecl b~ other than the Landscape Architect or the Landscape Coordinator, sha" evlclenc.e of ,shen and b~ v,ihom these lnspec.tlons ,iere made. . S No lnspec.tlon >-<ill c.ommenc.e, ,sJthout as-bvllt dra,iJngs. In the event the c.ontractor calls for an inspec.tion v.ithaut as-built dra..,ings, ,sithout c.ompleting previous!~ noted c.~rrec.t,ons,_ or . "ithout preparing the s~stem for lnspec.tian, the contrc,ctor shall be responsible for re1mburs1ng the Landsc.ap" Archlte.:;t or the Landscape Coordinator at the rate of $100.00 per hour (plvs an~ transportation c.ost) for the lnc.onvenlence. No further Jnspec.tlom; v,,JII be sc.hedvlecl until this c.harge has been paid. The Cit~ >-<II I require as-built dra>-<lngs to be approved prior to bac.kfll ling mainline trenc.h. l.b TESTING, GENERAL .I furnish all necessar~ testing eqvlpment and personnel to meet testing requirement. .2 Correct all defect and retest until ac-ceptanc.e b~ o,sner and Cit~. l.b.l TESTS .I Hake h~drostatlc. tests onl~ In the presenc.e of the Cit~ lnspec.tor 4 a representative of the o,iner/cleveloper. Air pressure chec.k all lines that could ,seaken or damage an~ major structures or hardse,apes, If >Sater "ere used. Na pipe shall be baGkflllecl until It has been Inspected, tested, and approved (Including as-bullts). .2 Furnish nec.Bssar~ force pump and all other test equipment. .3 Test all pressure mainlines under a h~drostatlc. pressure of 1:25 P.S.I. for a period of four hovrs. .4 All testing shall be approv<>d prior to the Installation oF remote c.ontral valves, qulc.k c.auplers, or other valve assemblies. .5 All piping under paved areos shall be tested under a h~drostatlc pressure of 125 P.S.I. for a period of Four hours and proved ,iatertlght, prior to the paving operation. l.b.2 ADJUSTING SYSTEH .I The c.ontrac.tor shall Flush and acljvst all Irrigation heads and valves far optimum perfarmanc.e and ta prevent aver spra~ onto ,salks, road,sa~s, buildings, ,ialls and other structures. . 2 If It Is determined that adjustments In the Irrigation equipment or nozzle changes ,sill provide proper and mare acleqvate coverage, make all svch Ghanges or make arrangements >-<Ith manufaGturer to have acljvstment made, prior to planting. .S Adjust remote ,:;antrol valves (batter~ s~stems) so that the most remote sprinkler heads operate at the pressure rec.ommencled b~ sprinkler manufac.turer. l.b.3. COVERAGE TEST .I Y'lhen the Irrigation •~stem Is c.ampleted, the c.antractor shall perform a c.overage test In the presence oF the Landscape Architect, Landscape Coordinator or Git~ Inspector, to determine If the V'!ater c.overage: For p!c:::inting areas is complete and adequate. Furnish all m~t~rlals ond perform al I v.ork required ta c.arrec.t an~ inadequac.ies of c.overage due to clev1at1ons from the plans or "here the s~stem has been v,iillfull~ installed as Jndlc.ated on the dra>"llngs "hen It Is abvlovsly Inadequate or Inappropriate, ,sJthout bringing this ta the attention of the Landscape Architect or Landsc.ape Coordinator. This test shall be ac.c.ompllshed before an~ ground cover aF turf Is planted. l.b.4 DIRECT BURIAL CONTROL l"IIRES .I All ,siring shall be tested For c.antlnult~, open clrcvlts and unintentional grounds prior to connecting to equipment. The minimum Insulation resistance to ground shall be flft~ (50) megaohms. An~ >-<Iring not meeting this requirement shall be replaced, at the c.ontractor's expense. l.b.5 FINAL ACCEPTANCE .I Y'lhen all ,iork vncler this c.ontraGt has been c.ompleted, Jnclvcllng tes·,rng adjustments, additions or deletions, the c.antrac.tar ,iill notlF~ the o,iner for Final Inspection and approval. Final ac.ceptance b~ the o,sner does not relieve the c.ontractor of his responslblllt~ of >-<arrant~. 1.1 RECORD DRA'lilNGS, 1.1.1 RECORD DRAY'IINGS .I Rec.ord dra,,.rngs shall be prepared and shall sha" all changes In the ,iork constituting departures from the original c.ontract dra..,lngs Including those Involving both constant-pressure and lnt<>rmlttent-pressure lln<>s and appurtenanc.es. .:2 All conc.eptval or major design ,:.hanges, inclvcllng an~ changes that ma~ be affected b~ the requirements of these standard spec.ific.ations, shal I be approved b~ the ov.ner and Landscape ArGhite,c.t before implementing the ,:;hanges in the c.onstruction contract. Jl'lithout prior approval the contractor may be required to remove and replace part or all of the •~stem at his a,in expense, to bring It to the arglnally spec.lfled design. failure ta rec.e,Jve prior approval ma~ resr;lt In termination of service, .3 Re,:;ord ac,:;uratel~ on one set of blac.k and "'hlte prints oF the Irrigation dra,slngs, all changes In ,sork constituting departures from the original c.ontrac.t clra>-<lngs, lnclvcllng changes In bath pressvre and non-pressvre line. .5 DJme,nslon from \,io permanent points of referenc.e (buildings, monvments, slcle,ialks, Gvrbs, pavement) all Items as required. Post Information an as-built dra,slngs day ta da1~ as the ,sork Is Installed. All dimensions noted on clra,sJngs shall be 1/4 Inch In size. .b Upon c.ampletlan of eaGh Inc.cement of ,sork, all reqvlred Information and dimensions shall be transferred to the rec.orcl dra>'llngs. fac.Jlltles and Items to be located and verified on the rec.ord dra,sJngs. Sha,i dimensional location and depth of the folla,ilng, A. Point of c.annectlon B. Routing of Irrigation pressure mainlines and all sleeves (dimension maximum 10 feet along routing and. al I direc.tlonal Ghanges.) G. Ball valves D. lr-rJgatlon control valves E. Quick e,aupler valves f. Routing of control >-<Ires G. Avtomcitlc. c.ontrollers H. Other related equipment (as directed b~ the Landscape Architect) .1 Halntaln as-built clra>-<lngs on the site at all times. These clra,slngs are subject to Inspection at an~tlme . .8 Hake all c.hanges to reprocluc.Jble clra,slngs In Ink (no ball-point pen). Use eradicating fluid >-<hen redoing clra,slngs. Changes and dimensions shall be recorded In a legible and professional manner. Record constrvc.tlon clra,iJngs shall be maintained at the Job-sit<> during c.onstructlan. .'l The Lanclsc.ape Architect shall provide a c.omplete set of 'as-bvllt' m~lars ta the Cit~ oF Carlsbad upon completion of construction. Landsc.ape Arc.hltect >'1111 be required ta transfer all as-built Information ta m~lars. As-bullts shall be provided an ne,s m~lar sheets to replac.e the Cit~ signed mylars. 1.1.2 CONTROLLER CHART .I As-built drav.lngs shall be approved by the Landsc.ape Arc.hltect or Lanclsc.ape Coordinator before c.harts are prepared. .:2 Provide one c.ontraller c.hart of the maximum size c.antroller door vsill allo", for each c.antroller supplied, shov.ing the c,rea covered by that automatic; controller and a e,arresponding legend of the equipment Installed. .S The ,:;hart shall be a reduction of the ac.tual as-built s~etem dra,ilng. If the c.ontroller sequence Is not legible v.hen the dra,slng Is reduced, enlarge rt to a size that >'1111 be readable ,shen recluc.ecl. .4 Chart shall be blac.kllne print and a different pastel transparent c.alor usecl to shov. ar<>o of <-overage for each station. .5 Y'lhen completed and approved, hermetic.all~ seal the c.hart bet>-<een t,so plec.es of plastic., eac.h piece being a minimum :20 mils thick. .b Charts shall be completed and approved prior to final Inspection of the Irrigation s~stem. 1.1.3 OPER,4-TION AND HAINTENANCE MANUALS .I Prepare and deliver to the a,sner >-<lthln 10 calendar da~s prior to c.ompletlon of c.onstruc.tlan, all reqvJred and nec.essar~ desc.rlptlve material In complete detail and properl~ prepared In faur(4) Individual bavncl c.aples. Desc.rlbe the material Jnstal led In svffJc.Jent details to permit qualified operating personnel to understand, operate and maintain all equipment. lnc.lucle spare parts list and related manufacturer Information far eac.h equipment Item Installed. Eac.h manval shall Jnclvcle the follo"'lng, A. Index sheet stating c.antractar's address and telephone number. B. Duration of guarantee period. G. List of equipment ,sJth names and addresses of manvfacturer's loGal representative. D. Complete operating ancl malntenanc.e lnstrvctlons on all major equipment. .2 In addition to the maintenance manuals, provide the maintenance personnel >-<Ith instrvdlans for major eqvlpment and sho"' v,iritten <>videnc.e to the Landsc.ape Arc.hltec.t or Landsc.ape Coordinator at the conclusion of the v,iork that his service has been rendered. 1.1.4 CHECK LIST .I Complete the follov.lng checklist c,t the end of the project, using the format sha..,n, A. Plumbing permits (II none reqvlrecl, so note) B. Materials approval C. Pressure mainline te,st (b~ ,shorn and date,) D. As-bvllts dra,slngs c.ampleted (received b~ and date) E. Gantraller chart completed (received b~ and date) F. Haterlals furnished (reGelved b~ and date) G. Operation and malntenanc.e manuals Fvrnlshecl (rec.elved b~ and date) H. S~stem and equipment operation lnstruc.tlons (received b~ ancl date) I. Hanufac.turer >-<arrantees (received b~ and date) J. Y'lrltten guarantee b~ contractor (rec.elved b~ and date) .2 For;sard signed and dated c.heckllst ta Landscape Arc.hltec.t of Landsc.ape Coordinator before final acc.eptance of proJec.t. 1.8 GENERAL REQUIREHENTS, 1.8.1 Code reqvlrements shall be those of state and mvnlclpal agencies and regvlations lac.ally governing this ,sork, providing that an~ reqvlrements of the clra,iJngs and speciflc.atlons, not Ganfllc.tlng there,,.Jth but exc.eedlng the code reqvlrements shall govern, unless ,-,rJtten permission to the contrar~ Is granted b~ the agen,:.~. 1.8.:2 Extreme care shall be exercised In exe,avatlng and ,sarklng In the area dve to existing utilities. Cantrac.tor shall be responsible far damages caused b~ his operations. 1.8.3 Connections shall be made at approximate!~ the locations sho>-<n on the drav,,Jngs. Contractor shall be responsible For minor changes caused b~ actual site c.anditions. 1.8.4 Scaled dimensions are approximate. Before proceeding "'Ith an~ v,iork, the c.ontrac.tor shall c.arelull~ c.hec.k and verlf~ all dimensions. 1.8.5 Plan locations of heads, valves, controller and pipe lines are diagrammatic and lndlc.ate the spacing and relative lac.atlons of all Installations. DATE, 5/22/15 DRAr"lN BY, JH/LKL 1.8.6 All lines shall have a minimum c.!earcmc.e of six (b) Inc.hes from eac.h other, and From lines of atheir tro.de:s. Pcirallel llnes shall not be installed dlrec.tl~ over one anol:.her. 1.8.1 Dielectric. bushings shall be vsed In an~ Gannectlons v.ith piping of dissimilar metal materials. 1.8.8 Point of c.onnec.tlon shall be approximate!~ as sho>"ln on dra>-<lngs. Conned ne" underground piping and valves and provide all flanges, adapters or other nec.essar~ rlttrngs for connection. 1.8.'l Permission to shut off an~ existing In-use ,iater lines must be obtained 48 hours In advance, In >'lrltlng from the o,sner/developer. The c.antrac.tor shall receive Instructions From the o>-<ner/developer, as ta the exact length of time of each shut-off. 1.8.10 Contractor shall acquaint himself >Sith all site conditions. 1.8.11 Halntenancoe. The entire Irrigation s~stem shall be ,,nder f 1JII avtomatlc. operation for a period of 1 da~s prior to an~ planting. 1.8.12 The ,iork shal I be accepted In "rltlng v.hen the entire scope. of ,iork has been ,:;omplete.cl ta the satlsfac.tlon of the o,iner. No allo,sanc.e for deviation from the original plans and specifications >-<Ill be made unless previous!~ approved b~ the a,iner. V'-0-len an~ Item appears an the plan and not In the spe<-lflc.atlons, or In the specifications and not on the plans, It shall be considered In bath. Y'lhen confllc.ts arise, c.onsvlt the Landscape Arc.hltec.t for c.larlflc.atlon prior to proc.eedlng . The o,sner or his avthorlzecl representative shall have the final avthorlt~ all Items of the proJec.t. 1.8.IS SERVICE BY THE CONTRACTOR The c.ontrac.tor shall servlc.e the s~stem at the o,sner's request dvrlng the guarantee period and shall be palcl for ,iork performed v.hlc.h Is not c.overed b~ the guarantee. If reqvested b~ the o,sner, the c.ontrac.tor shall furnish the o,sner >-<Ith a sc.hedule of servl,:;e Fee for additional >-<ark requested outside of the gvarantee . The contrac.tor shal I engage the servlc.eo or a professional >'later management c.ompan~ approved b~ the Irrigation designer and provide support services for the Folio,ilng Irrigation equipment, exc.ess flo,s sensing avto-raln shut off and c.alloratlng sensors for excess flo,i. lnspeGt and test c.ontrollers and ground favlt .. Hate Provide technlc.al support on the Joo site as requested b~ contractor For controllers, ex,:;ess flo,s sensing and auto-rain ohut off sensing •~stems. Training In operation of all eqvlpment . Five ~ear limited field service ,iarrant~ for c.antrollers against original defects In materials and ,sarkmanshlp. V'!arrant~ shall be provided In ,irltlng. Available through H~droscape Products. PART 2 -PRODUCTS 2.1 Haterlals, All materials and equipment used In sprinkler Irrigation ,iork shall be ne,s and >-<lthavt fla,is or defects and of qvallt~ and performance as specified. 2.1.1 Piping, Pipe sizes shav,in are nominal Inside diameter unless other,slse noted. .I POLYVINYL CHLORIDE PIPE ("ALERTLINE") FOR NON-POTABLE l"IATER, (I) PVC plastic pressvre lines, for piping upstream of remote control valves and quick Gouplers. All four (4) Inch and smaller shall be purple colored PVC meeting ASTH-1184, Type I, 6'racl<> PVC-112O, cell class 1254B. pipe, ASTH :2241 for SDR class pipe, ASTH 2b12 far ILAlertllne11 • PRESSIJRE HAINLINE, 1-1/2" and smaller pipe -sc.hedvle 40 PVC :2" and larger pipe -Glass 315 PVC, SDR-15.5 NON-PRESSURE LATERAL, Al I non-pressvre pipe -class :200 PVC pipe TYPE I, GRADE I PVC PIPE, Outside diameter of pipe shall be the same as Iron pipe. Pipe shall be marked on t,io sides of the pipe at :24" Intervals ... 1th "Caution Rec.lalmed 'liater". Schedule 40 pipe shall not be threaded. Solvent shall be as svpplled b~ pipe manufac.turer. Pipe shall be purple In c.olor. .2 Brass pipe shall be IPS standard v.elght 125 povnds, 8596 red brass. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE .4 Upon c.ompletlon of eac.h Increment of ,iork, transfer all such Information and dimensions to the prints. ReGord changes and dimensions In a legible and professional manner. Y'lhen the clra>-<lngs are approved, transfer al I Information to a set of reproclvclble sepia m~lar dra>-<lngs supplied at c.ost b~ the Lanclsc.ape Arc.hltec.t. l-------+--+-----------l------+--+---+-----I I SH4EET I CITY OF CARLSBAD 197 ~=='....':::====P=LA=N=N=I N=G::::::D=IV:::l:::Sl:::O:::N===::::...::~:::SH:::E'::ET~S THE FINAL AS-BUil T PLANS ~ILL BE REQUIRED TO BE REVIE~ED AND APPROVED BY THE CITY AND FINAL PLANS ~ILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. /RR/GA T/ON SPECIF/CATIONS FOR: SOHA£/ MINOR SUBDIVISION PIO PICO DR. 1---+----+-----------------+---+---+---1---1 I-A-PP_R_o_v_E_D _______________ _ . PLANNING DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION f---DA_T_E_~IN_IT_IA_L-+_DA_T_E_~IN_IT_IA_L-l I DWN BY: 11 PROJECT NO. DRAWING NO. OTHER APPROVAL CITY APPROVAL CHKD BY: . . X 48 3-5 L ~----------------------------------------------------·------------------·--------------------------------------------------------------------------------, .2 Pol~vln~I chloride pip" fittings and conn"ctlons, T~P" II, Grad" I, Schedule 40, high Impact molded fittings, manufactured From virgin compo1;nds as specified For piping, topered socket or mold0r thread t1,pe, suitable For either solvent Y'leld or scre>'ied connections. Machine threcided fltcings ond plostlcc soddle ond flonge fittings or" not occeptobl~. Furnish mtrngs permonentl~ rnorked >'<Ith follo>'llng Information, Nomlnol pipe size, t~pe ond scnedule of materlol, ond national sanitation fo1;ndatlon (NSF) seol oF approval. PVC, fitting shall conform to ASTM 02464 and 02466. .el Brass pipe fittings and connections, Standard 125 pound class 85% red brass rlttlngs and e,onnec.tlons. 2.1.el RISERS, . I All sprinkler heads shall have risers and SY'llng joints as sho,-,n In the detoll dra,-,rngs. All rls"r" and s,-,lng Joints sholl use Marlex rlttrngs and schedule 80 PVC risers or nipples. 2.1.4 FITTINGS, .I FIU!ngs, In general, for all lnstdllatlons shall be coMldered Incidental to the contra<.t price and shall be the contractor's responslblllt~ to provide all or required fittings to complete the Gontr·oc.t. . 2 All fittings For pipe three (9) Inc.he,; and smaller ,;hall be sch"dul" 40. . el All te"s for the Installation of ,;,sing Joints IA<ill b" Installed Y<lth Dura, Losco T"e or "qual. 2.1.S AUTOMATIC, CONTROL i"IIRE, . I Electric. ,-,Jrlng r1;nnln9 from controller to the outomotJc control valves shall be No. 14 solid, single c;ond•Jctor, c;opper ,iire, 4/64 Inch lnsulotlon, 4/64 Inch neoprene Jocket, st~le BR (direct b1;rlal) or equol, c.olor code ,-,fr"s to eoc.h controll"r, common ,-,Jre sholl be IA<hlte No. 14 solid, single c.onductor !A<lre, 4/64 Inch lnsulotlon, 4/64 lncch neopr"ne Jock"t, st~I" BR (direct burlol) or "qua I. 2.1.6 MO~!ITORING DEVICES .l Pdl monitoring dev!ces suc.h as flol"l and pressur-e measuring devices, shall be as shoY'ln on dra,-,fngs. 2.1.8 AUTOMATIC, CONTROLLER, .I Automatl<e <0ontroller, Full~ automotl,o In operotlon ond copobl" of operotlng the number of stations of 1~emote control valves as noted. .2 Controller enclosure ossembl~, Pedestol mounted os noted, ,-,Jth Q sep<lr<lte stolnless ste"I enc.losure, terminal strip, on/off disconnect s,-,Jtch ,-,/110 volt grounded outlet, r<llnguQrd outo-raln shut-off devlc" ond locking, hinged cov"r. Avollobl" From H~droscape Products Inc. 5805 Keam~ Vil lo Rd., San DJ.,go, C,allfornlo (858)560-16>00. .9 Automatic ccontrol lers shal I be of th" t~p" and manufacturers sho>'<n on th" dra1A<Jngs and lr1stall~d per-man1.1Pe1c.turer 1s recommendations and detall drc::U•'lln9s. .4 All <0ontrollers shall be ground"d b~ copp"r clod grounding rod and generol electric lightning arrestor #"fLl5DCB002 (50 OHM5 r"slstonce required) 2.1."f REMOTE CONTROL VALVES, ELECTRICAL .I The electric remote c.ontrol valves (prc,ssure regulating) shall be of th" st~le and rnan1Jfac.tvre:r1s e,ho:,,-,in on the drall'ilngs, or approved equal, and Installed per detailed droY'!lngs and rnon1Jfcicturer's rec.ommenck::itJon. .2 Valves shall be Installed a minimum of 6" from all Fixed obJ"cts and 12" apart From "ach other. 2.1.IO MASTER VALVE .I Shall be of the st~le and manufactur"r's sho!A<n on the draY<lngs, and Installed per d"talls, drat'{rn,gs and manufac.turer1s rec.ommendcitlons. 2.1.11 VALVE BOX, .I All valves Including pr"ssure regulating valv"s, master volv"s, remot" control V<llves, g<lte V<llves, and quick coupl"r valves shall be lnstall"d In suitable valve boxes as shoY<n In details. All shall be marked 11PRV", 11t"1YU, 11RCV", 11GV11, or IJDF11 respec.tlvel~ H!th station numbers for control valves embossed on the valve cover. All a.hall state "Reclalmed Y'iater" In English and Spanish. (RGV boxes shall have loc.klng c.overs) Other boxes s1,,1e,h o.s p1,,1II boxee., etc.. shall be marked according!~. Valve boxes shall be purple In color. 2.1.12 SPRINKLER HEAD, . I Sprinkler heod& ,;hc:,II be as required on the draY<lng,;. All sprinkler heQds ore to h"v" Fac.tory built In c.hec.k valves or o. chec.k valve under eo.c.h head. Sprinkler hec:ids shall hc:ive a ractory colored "Purpl" Reclaimed Y'iat"r" designation as a part of th" sprinkler or If not r.ivollabl" b" painted purpl" as dlr"ct"d b~ th" Cit~ of Carlsbad. 2.1.lel QUICK COUPLER VALVE5 (NON-POTABLE), . I Q1Jlc.k coupling valves shall b" as sp"clfled on the dra,-,lngs. Each quick coupler shall hove a molded vln~I locking cover >'<Ith ACME threads For reclaimed 1A<ater s"rvlce. .2 Upon <0ompl"tlon of ths contract Qnd prior to final accept"nce, suppl~ th" o,-,ner ,-,Ith quick coupler ke~• "nd hose ells of the qu"ntlt~ called for In lrrlg"tlon s"ctlon 2.1.22. The k"~s and hos"s ells shall be of the s"m" mancfactur"r QS th" coupling valv". . 3 5hall be I" size as manufact1;r"d by N"lson Sprinklers Co. 2.1.15 BALL VALVE5, .I Ball valves three (9) Inches and small"r shall be 150 pound base, all brass/bronze consi:.ructlon, :;,Jngle ~1ed9e dlsc1 lntegrc:il taper seats, nori-rlslng stem, screwed bonnets, bronze cros-:, r1cindle: and a brc:1ss/bronze ground Joint unlon c.onnection at the downstream outlet. Valves shall be copabl" of being repacked ,-,hJI" under pressure. . 2 Ball valves Four (4) Inches and larger shall conform to all applicable provisions of section 2.01 .08 o1 th" 5tandard Specifications or the Cit~ of San Diego, Document No. 121191. .9 Shall be similar to those manufactured b~ Kenn"d~, 5tockh"m, Nlbco or approved equal. 2.1.11 ATM05PHERIC, VACUUM BREAKER, .I Atmosph"rlc vacu,m br"aker 9/4" and I" slz" shall be made of heavy dut~ brass c.onstructlon preventing backFlo,-, of Y<at"r Into rresh Y'lat"r lines. Operating pressure of 15 to 150 PSI and shall be manufactured by ths sam" manual control valves llst"d Qbove. 2.1.18 Backflo,-, Prevsnter, Unit shall b,o as sho1A<n on plans. 2.1.1"1 C,onc.ret" Footings shall b" 2,000 P51 concrete at 28 da~s. rla 2681 HOWARD:: • • + ASSO CI A1'ES + ·F ♦ ♦ ♦ landscape architecture 2442 second avenue s an die go ca 9 2 1 01 619 718 9660 2.1.20 Backfill sh"II be cl"an fill soil ,-,Jth no rocks or clods 1/2" or larger. 2.1.21 Y'I.ARNIN<S TAPE, . I Shall b" plastic tape pr"pared Y<lth sliver printing on a purpl" fl"ld having the Y<ords, "Caution, Reclaimed Y<ater line belov,i". The overall ,-,fdth shall b" 9 Inches. . 2 i"larnlng (caution) tap" shall be manufactur"d b~ Thor Enterprls", Inc., P.O. Box 450 5un Pralrl", i"llsconsln, 595"10, (6>08) 891-'71"11. 2.1.22 i"IARNIN<S LABEL5 4 Sl<SNS, Shol I be approved b~ the district englne,er to be installed on designated lac.llltles. Foc.llltles such as controll"r enclosure, as designated by the dl,;trlct englne"r or Inspector. 5ee cov"r sheet for addltlona I requirements . 2.1.29 i"IARNIN<S TA65, All reclaimed Y<ater sprinkler controls valv"s shall be tagged >'<Ith ldentlFlcatlon tags. See cover sheet for additional requirements. 2.1.24 Contractor ,;hall provide to the o,-,ner, .I Three (9) control valv" ke~s. .2 Four (4) 1A<renches for removing eac.h dlffer·ent t~pe of sprinkler head . . 9 T,-,o (2) 48" tee Y'<renches for operating bal I valves . .4 Five (5 ea.) quick coupler ke~s and five, (5 ea.) hose bib assemblies (potable 4 non-potable). .5 Five (5) ke~s for opening and locking each automatic controller . 2.1.25 ~e strainer shall be of bronze body ,-,Ith screY< fittings. S"" details and draY<lngs. 2.1.26 In-line pressure regulator shall be as specified on dra>'<lngs. 2.1.21 Svrge arrestors shall be as specified on dra,-,Jngs. PART 9 -EXECUTION 9.1 GENERAL REQUIREMENTS, 9.1.1 Locations on draY<lngs are diagrammatic and approximate onl~, and shall be changed and adjust"d as nec"ssary as directed to m"et existing conditions and obtain complete 1A<ater coverage. Locate and stake all Y<ork and obtain approval of the Land,;cape Architect before Jnstal lat Ions. 9.1.2 lnstal I and extend s~stem as shoY<n on the dra,-,Jngs, and as necessar~ to carry out the Intent of the dra>'<lngs and sp"clflcatlons. el.I.el Locot" lines, valves and oth"r underground utllltl"s and receive the approval of the Landscape Architect before digging tr"nch"s. 9.1.4 R"rer to the C,Jt~ of Carlsbad standards for r"clalmed pipe Jnstallotlon. All Cit~ of Corlsbad standards toke pr"cedenc" over plans and speclflc.atlons for th" project unless note,d and <lpproved. 9.2 INSTALLATION OF IRRIGATION 5Y5TEM, el.2.1 EXCAVATION AND BACKFILLIN<S OF TRENCHES, .I Excavate trenches, prepare subgrade, and backfill to line and grade Y<lth sufrlclent room for pipe fittings, testing and Inspecting operations. Do not bockfll I until the pipe system ha,; be"n sub Jected to a h~dro,;tatlc test as specified. .2 DEPTH OF TRENCH, Pol~vln~I chloride press,re line (less than 9") -18" minimum Pressure mainlines (9" and up to 5-1/2") -24" minimum Folyvln~I chloride non-pr"ssure line -12" minimum Control ,-,Jre -18" minimum .9 TRENCHING THROUGH AREAS i"IHERE TOP50IL HA5 BEEN SPREAD, (I) Deposit topsoil on one side oF tr"nch and subsoil on opposite side. .4 5ubsoll shall be free of all rocks and clods 1/.'2 Inch In diameter, d"brls, and litter, prior to use as backfll I ,-,here so Indicated on detail. .5 Repair an~ leaks and replace all defective pipe or fittings until lines me"t test requirements. Do not cover cm~ lines untll the~ have been inspected ond approved for tightness, quality of ,-,orkmanship and materials. h B"ckllll trenches, after approval of piping, 1A<lth suitable and approved material, tamping soil around pipe and thorough!~ compacting all trench fills until "10% compaction has been achieved . .1 Backrlll material shall be an approved soil, fre,e from rocks and clods 1/2" and larger. .8 Contractor shall not Install pipe across concrete drainage sv,iales. Contractor shall Jock or bore under S>'<ale t~plcal. 9.2.2 UNDER EXISTING AND/OR PROPOSED PAVEMENT .I Trenches located under areas where paving, osphaltlc. c.onc.rete or conc.rete will be Jnstalled shall b" backfilled 1A<ith clean fill soil, In a sleeve and compacted In la~ers to "15% compaction, ue,lng manual or mechanical tamping d"vlc"s. Trenches For piping IA<hich ore not und"r paving shall b" compacted to equal compaction of the "xlstlng adjacent undlsturb"d soil and shall be l"Ft flush >'<Ith the aqjolnlng grad". The Irrigation contrae,tor shall set In plac", cap and pr"ssure test all piping under paving prior to paving ,-,ork. .2 Piping under existing pav"ment ma~ be Installed b~ Jacking, boring or h~draullc driving. Ho"'ev"r, no h~draullc driving Y<ill be permitted under asphalt paving . .S Provide a cover of 18 11 minimum For mcilnline (less than B 11), 2411 minimum for mainline (911 and up to 5-1/2"), 18" minimum ,or no-pressure line, and 18" minimum for the control ,-,Ire betv,ieen the top of the pipe and the bottom or the aggregate base for all pressure and non pressure piping Installed under asphaltlc concrete paving. .4 Secur" permission from the o,-,ner/developer before cutting or breaking "xlstlng pavement. All nec.essar~ r"palrs and replacements shall be approved b~ oY<ner/developer, and shall be at no additional cost to o,-,ner/developer. 9.2.9 INSTALLATION OF POLYVINYL CHLORIDE PIPE, .I Because of the nature of plastic pipe and fittings, exercise caution In handling, loading and storing, to avoid damage. .2 The pipe and Fittings shall b" stored under cover until used, and shall be transported in a vehicle Y<ith a bed long enough to allo>'< the length of pipe to lay flat so as not to be subjected to undue bending or concentrated external load at an~ point. .9 An~ pipe that has been dented or damaged shal I be discarded until such dented or damdged section Is cut and rejoined v,ilth a coupling. .4 Trench depth shall be as speclrled above from the finish grade to th" top of the plP"· Th" bottom or the trench shall be free of rocks, clods, and other sharp-edged objects. .5 Pip" e,nds and fittings shall be Y<lped 1A<ith MEK, or "qual, before ,-,eldlng solvent Is applied. i"lelded Joints shall be given a minimum of 15 minutes to set before moving or handling. All field cuts shall b" beveled to remov" burrs and "xc"ss before fitting and gluing together. h Pipe shall be snaked from side-to-side of trenc.h bottom to allo,-, for expansion and contrac tlon. .1 Center load pipe Y<lth small amount of bac.kflll to prevent arching and slipping under pressure. Leave Joints expos"d for Inspection during testing. .8 No Y<ater shall b" P"rmltt"d In th" pip" until Inspection have been complet"d and a P"rlod of at least 24 hours hos "lapsed for solvent "'"Id s"ttrng and curing. .Cf Plastic to metal joints shall be made Y<lth plastic male adapters, metal nipple hand tightened, plus on" turn ,-,1th a strap ,-,rench. .10 Plastic. to plastic Joints, Solvent-,-,"ld, using solvent r"comm"nd"d b~ pipe manufacturer onl~. .II 5olvent-Y<eld Joints, Ass"mble per manufactur"r's recommendation. .12 All pressure pipe 9" or larg"r shall have th" correct sized concrete thrust block Installed at every abrupt change of alignment; at got" valves, tees, elbo,-,s, crosses and ends oF pipe runs; or ,-,h"rever the cit~ engln"er deems one to be n"cessar~. Thrust block shall be Installed as per detail. el.2.4 INSTALLATION OF BRASS PIPE, .I Cut brass piping b~ po,-,er hacksa,-,, circular cutting mochlne using an abraslv" ,-,heel, or hand hacksaY<. Cut no piping ,sith metallic Y<heel cutter of an~ description. Ream and remov" rough edges or burrs so smooth cm unobstructed flow is obtoined. .2 C,orefull~ Qnd smooth!~ place on mole threQd onl1,-Tighten scre,-,ed Joints 1A<ith tong,; or Y<renches. C,Qulklng Is not permitted. el.2.5 REMOTE CONTROL i"IIRING, .I Direct burial control IA<ire sizes, As shoY<n and specified herein before. .2 Provide one c.ontrol J.l'll!re and one common ground w!re to service each valve Jn s~stem. Provide 2-loot minimum "xpanslon loop at each valve to permit removal and malntenanc" of valves. .9 lnstol I control Y<lres at least 18" belo,-, finish grade. .4 Ins ta I I control ,-,Ires and Irrigation piping In common trenches Y<herever posslbl". .5 Control IA<ire splices, Allo"' onl~ on runs of more than 900 feet, splices as follo,-,s, (I) 5trlp off minimum of 2-1/2 Inches of Insulation from eac.h IA<lre. (2) Connecting and splicing of ,-,Ire at the valves shall b" made using Dura 5eal Crimp splices dS manufactured b~ Ra~chem corporation. Contractor shall refer to Ra~chem Installation procedures using ultratorch 9 h"atlng tool. No other splices ,-,Ill be alloY<ed. 5.2.6 AUTOMATIC, CONTROLLER, .I Automatic controller shall be Installed as shoY<n and directed. Controller shall be tested IA<ith compl"te electrical connections. The contractor shall be responslbl" for temporar~ po1A<er to the controller for operdtlon dnd testing purposes. .2 Connections to control IA<lrlng shall be made ,-,Jthin the pedestal of the controller. All Y<lre shall folio,-, th" pressure main In so far as possible . .9 Electrical Y<iring shall be in" rigid PVC, plastic conduit from controller to electric"! outlet . A certified electrical contractor shall be responsible for Installing "II Y<lrlng to the sub-pon"ls, c.loc.ks, or else:wher-e: as required, ln or-der to complete: this Installation. A disconnect sw!tch shall be Included. .4 Controller shall be Installed Y<lth vondol-resi,;tont enclosures as called ror on the dra>'<lngs (stainless steel) a,; provided b~ the manufacturer on ad"quat" concrete foundation. 9.2.1 VALVE5, .I All valves shal I be Installed as sho,-,n In the details and In accordance 1A<ith manufacturer's recommendation,; and as requlr"d b~ the Cit~ of Carl,;bad for Identification, per reclaimed >'<ater standards, JI used. .2 All automatic valves shall be sized as sho,-,n on plans. Ball valves shall be line size . .9 Install eac.h control valv" In a separate volve box ,-,1th a minimum of 12" s"paratlon bet,-,een valves and 6" from an~ fixed obJ"ct or struc.ture. el.2.8 VALVE BOX, .I lnst"II valv" boxes as shoY<n on detail. Install no more than on" valve per box. Valve boxes lnstolled near ,-,alks shall abut from thos" items and th" top surfaces shall be Flush ,-,1th Items listed above . .2 All boxes are to be marked as to the type of valve, control station number IF appllc"ble "nd Identified as required, per reclaimed standards . .9 Purple valve boxes required for rec~cled ,sat"r. 9.2."f SPRINKLER HEADS, .I All ,,;prlnkler heads shall be lnstall"d as P"r details shoY<n. .2 Nozzle size of oil heads shall be adjusted to suit an~ particular conditions oF the arc>a. This shall be done aft"r the s~stem has been thorough!~ tested, Jmmedlotel~ oft"r ,-,rltten notification b~ the Archltee,t to do so. 9.2.10 QUICK COUPLER A55EMBL Y, .I Install all quick couplers as Indicated on dra>'<lngs and as dlrect"d. Set all volv"s plumb and true to finish grade and a maximum of 12 Inches from paving, Y<alks, h"ad"rs or curbs, and as sho!A<n on plans and as directed . .2 Install all quick couplers In 6" dlamet"r round valve boxes . el.2.11 <SATE VALVES 4 BALL VALVE5, .I Install Y<here shoY<n as detailed. 9.2.12 i"IARNING TAPE, i"larnlng tap"s shall be Installed direct!~ on top of th" pipe longitudinally and shall be cent"r"d· Th" ,-,arnlng tape shall be Installed continuous!~ for the "ntlre length of the pipe and shall be fasten"d to "ach pip" length b~ plastic tdpe banded arovnd the pipe ,-,Jth fasten"rs no more than 5 feet opart. Taping attached to the sections of pipe before lo~ing In the trench ,;hall have flaps sufficient for continuous coverage. All risers b"t"een the mainline ond control valves shall be Installed >'<Ith Y<arning tap". A second Y'larnlng tape running continuous!~ obove piping to be Installed 12 Inches above r"clalm"d 1A<ater line. el.2.lel i"IARNIN<S LABELS 4 SIGN, Install ,shere sho,-,n as detailed 9.2.14 i"IARNIN6' TAGS, Install Y"<here sho>'<n as detailed 5.2.15 BACKFLO)"{ PREVENTER, .I BackfloY< preventer assembl~ shall be Installed In acc.ordance Y<lth manufactur"r's speclflc.atJons, located and as directed on draY<lngs, and shall conform to all applicable code and ordinance requirements. .2 Exact location and positioning shall be verified on th" sit" ~ th" Landscap" Archlt"ct. el.2.16 IN-LINE PRE5SURE REGULATORS, .I Adjust and Install per plans and details. 9.2.11 SURGE ARRE5TOR, .I Install P"r plans and details. el.el CLEAN-UP, As project progresses, contractor shall maintain all areas In a neat manner and r"move unslghtl~ debris doll~ or as necessar~. After completion of the project, contractor shall r"move all debris and containers used In ac.compllshlng Y<ork. He shall s,-,eep and clean all sldeY<alks, asphalt, and concrete areas adjacent to the plantings. APPROVED FOR PLANTING "AS BUil T" AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE DA TE REVIEWED BY: INSPECTOR DATE t----+--+----------f----+--+------+------l I SHSEET I CITY OF CARLSBAD 197 ~==:....::====P=LA=N=N=l=N=G=D=l=Vl=S=IO=N===:::...'::~:'::S::::H::EE::T::::;S /RR/GA T/ON SPECIF/CA T/ONS FOR: SOHA[I MINOR SUBDIVISION PIO PICO DR. i----j-----j-----------------+---+--+---+---l I APPROVED I _ -:P::-LA-,,N"'NcclNc:G----------------cc-DAccT=E~-. f----DA_T_E__._I_N_ITI_AL--l_D_AT_E_.L..IN.:__IT-'-IA.::.L--1 L~I :D:W:N::B:Y:: :-=::-=::~=-:11 ;:I ==:::P~R~O=:J~EC~T~N:::0:::.==:,1;:D::::R:,:A::W~l==N~G=N:::O~. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL _ CHKD BY: . _ X . 48 3-5 L ' " '· > -1 .I • ;;;; ,:;;:;:;,J,i V C,6';@, , .' ,,-,,.,..._._ ' \ rla2681 :HOWARD:: t+ ASSOCIA'fES• ♦ • ♦ landscape architecture 2442 second avenue s an die go ca 9 2 1 01 619 718 9660 / / I / \ \ \ I \ I ,:, , ________ , "'.--';,--o'~~--c;/ -1 )'(' ------- ; i NOTE, SEE SHEETS 2$3 FOR IRR. LEGEND, NOTES AND DETAILS. SEE SHEETS 4$5 FOR IRR. SPECIFICATIONS. North 0 1 O' 20' 60' Scale 1" = 20' DATE, 5/22/15 DRAV'lH BY, JH/LKL APPROVED FOR PLANTING NOTE, POINT OF C.ONNEC.TION TO BE A I" MAINLINE STUB OUT FROM A I" REC.YC.LED METER J/'!ITH A I II REDUCED PRESSURE BAC.KFLO>"i PREVENTER PEF<. M1LES PACIFIC. SUBDIVISION PLANS. STATIC. PRESSURE AT METER TO BE FIELD C.HEC.KED BY C.ONTRAC.TOR AND C.ONTRAC.TOR SHALL C.ONTAC.T LANDSCAPE ARC.HITEC.T TO REPORT PRESSURE .PRIOR TO STARTIN& r'IORK. SEE MILES PACIFIC. FOR METER LOCATION AT STREET 'A'. "AS BUil T" TITLE DATE AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE IRRIGATION PLA,I FOR SOHA[I MINOR SUBDIVISION PIO PICO DR. I APPROVED I . -;Pc;-lA;-,N;;cN;;clN-;::G---------------□-A-TE-- r,D"A"TEc-t-;;IN"'IT"IA-,-L-t-------------------+-----1-------l----1--_J ~I o~w~N~B:;:Y=, =====~=,;I 1;==~P~R==~=====~1 ~======! DATE INITIAL DATE INITIAL -DJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: X . 483-5 L PLANTING LEGEND, NOTES AND DETAILS FOR:PLANTING NOTES I. THE CONTRACTOR 5HALL PROTECT IN PLACE ALL EXISTING PLANTER AREAS AND PLANT MATERIAL AS INDICATED ON THE PLANS OR AS SPECIFIED IN THE FIELD SY THE LANDSCAPE ARCHITECT. 2. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. 9. APPLY A CONTACT HERBICIDE, I/IIHERE I/IIEEDS ARE PRESENT, PER MANUFACTURER'S SPECIFIC.ATIONS, A MINIMUM OF TEN DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION I/IIORK. I/IIEEDS, INCLUDING THEIR ROOTS, SHALL SE ALLOI/IIED TO C,OMPLETEL Y DIE SACK BEFORE PROC.EEDING 11111TH I/IIORK. 4. SOIL TESTING SHALL COMPLY 11111TH SEC.TION IV. C. 9-2 OF THE CITY OF CARLSSAD LANDSC.APE MANUAL. S. ALL AREAS 11111TH A GRADIENT OF 6, I OR LESS TO SE PLANTED SHALL SE CROSS-RIPPED TO A DEPTH OF SIX INC.HES AND SHALL HAVE THE FOLLOI/IIING AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN (GlUANTITIES ARE PER IPOO S.F.), A. 9 C.UBIC. YARDS NITROGEN FORTIFIED REDIIIIOOD SHAVINGS S. 100 POUNDS AGRIC.UL TUR.AL GYPSUM C. IS POUNDS IRON SULFATE D. 25 POUNDS 16-6-e SLOI/II RELEASE FERTILIZER PLEASE NOTE THAT THE AMENDMENTS MAY CHANGE, BASED ON THE SOIL ANALYSIS. 6. EACH PLANT SHALL RECEIVE AGRIFORM PLANT TABLETS AS FOLLOI/IIS, FLAT SIZE PLANT (I) i 5RAM I 5AL C.ONTAINER (I) 21 5RAM S G,AL CONTAINER (5) 21 5RAM IS GAL C.ONTAINER (S) 21 GRAM i. BACKFILL SHALL COMPLY 11111TH SEC.TION IV. C. 5-2 OF THE CITY OF C.ARLSSAD LANDSC.APE MANUAL. e. PLANTS SHALL SE INSTALLED PER PLANTING DETAILS PROVIDED IN THESE PLANS. PLANT MATERIAL 5HALL NOT SE ROOT SOUND. FIVE GALLON PLANTS AND LARGER SHALL HAVE BEEN GROI/IIN IN CONTAINERS FOR A MINIMUM OF 6 MONTHS AND MAXIMUM OF TI/IIO YEARS. PLANTS 5HALL EXHIBIT HEAL THY G,ROI/IITH AND SE FREE OF DISEASES AND PESTS. "1. STAKE ALL TREES PER DETAIL. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOC.K. MAINTAIN SIDE GROI/IITH ON ALL TREES. 10. PLANT ALL AREAS 11111TH GROUNDCOVER TO I/IIITHIN 6" OF SHRUS OR TREE TRUNKS. II. PLAC.E PLANTS NOC.LOSER THAN 24" TO SPRINKLER HEADS, EXCLUDING GROUND COVER 12. ALL GROUND COVERS SHALL SE GUARANTEED SY THE C.ONTRAC.TOR AS TO GROI/IITH AND HEALTH FOR A PERIOD OF SIXTY DAYS FOLLOI/IIING COMPLETION OF THE MAINTENANC.E PERIOD AND FINAL ACCEPTANCE OF THE PROJECT SY THE OI/IINER OR OI/IINER'S REPRESENTATIVE. ALL SHRUSS 5HALL SE GUARANTEED SY THE CONTRACTOR AS TO GROI/IITH AND HEALTH FOR A PERIOD OF SIXTY DAYS FOLLOI/IIING COMPLETION OF THE MAINTENANC.E PERIOD AND FINAL ACCEPTANCE OF THE PROJECT SY THE OI/IINER OR OI/IINER'S REPRESENTATIVE. ALL TREES 5HALL SE GUARANTEED SY THE C.ONTRACTOR AS TO GROI/IITH AND HEALTH FOR A PERIOD OF TI/IIELVE MONTHS FOLLOI/IIING COMPLETION OF THE MAINTENANC.E PERIOD AND FINAL ACCEPTANCE OF THE PROJECT BY THE OI/IINER OR OI/IINER'S REPRESENTATIVE. THE CONTRACTOR, I/IIITHIN IS DAYS OF NOTIFICATION SY THE LANDSCAPE ARCHITEC.T OR OI/IINER, 5HALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS I/IIHICH FOR ANY REASON FAIL TO MEET THE REGlUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL SE MADE 11111TH PLANT MATERIALS AS INDIC.ATED OR SPECIFIED ON THE ORIGINAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL SE GUARANTEED AS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE. 19. IF PLANTING OCCURS SETI/IIEEN AUGUST IS AND APRIL IS AND IS NOT GETTING THE CSS SRU5H MANAGEMENT HYDROSEED MIX A C.ITY OF CARLSBAD APPROVED REINFORCED STRAI/II MAT OR APPROVED EGlUAL 5HALL SE APPLIED ACCORDING TO MANUFACTURER'S SPECIFICATIONS TO ALL SLOPES GREATER THAN 5' OR SLOPES THAT ARE ADJAC.ENT TO PUBLIC, I/IIALKS OR STREETS. 14. IF PLANTING OCC.URS DURING THIS TIME (AUGUST IS -APRIL IS) AND THE SLOPES ARE TO REC.IEVE THE C,SS SRUSH MANAGEMENT MIX , CONTRAC.TOR 5HALL SPRAY HYDROSEED MIX AND THEN COVER THE SLOPES 11111TH A CITY OF CARLSSAD APPROVED POLY JUTE MESH. POLYJUTE MESH IS AVAILABLE THROUGH THE DEI/IIITT C,OMPANIES 1-eoo-eee-"166"1. IS. COVER CROP HYDROSEED MIX PER HYDROSEED NOTES SHALL SE INSTALLED ON ALL SLOPES NOT GETTING THE CSS SRU5H MANAGEMENT HYDROSEED MIX IF PLANTING OC,C,URS SETI/IIEEN APRIL 16 AND AUGUST 14. rla 2681 ::HOWARD •• ASSOCIATES landscape architecture 2442 second avenue san die go ca 92101 619 718 9660 ExP.irotior,i Date, 3/31/15 z 'f NOTE, ROOT BARRIER SHALL BE INSTALLED FOR ANY TREE i"IITHIN 6' OF A PAVED HALK, DRIVEHAY, OR C.URS. SEE DETAIL D/21. ._ __ P_RE_v_A_IL_I_NG_H_I_ND---,~ 0 TREE PLANTED PER DETAIL 0 STAKE BELOI/II C.ROl"IN OF TREE ® C.ORDED RUSSER TREE TIE -2 PER STAKE. SEC.URE i"IITH 16d 5ALVANIZED NAIL 0 2" DIAMETER X 10' LONG LODGEPOLE PINE STAKE (2 TOTALJ ® TREE ROOTSALL © DIG HOLE 2X i"IIDTH AND DEPTH OF ROOTSALL AND FILL i"IITH HATER AND ALLOH TO PEF<c.OLATE INTO 5l.16SOIL. C.OVER i"IITH 2" OF APPROVED BARK MULC.H FOR TREES, le"-24" FROM TRUNK. 0 FILL HOLE i"IITH 6" DEPTH NATIVE SAC.KFILL MATERIAL. TAMP AND MOUND SLl6HTL Y. © SET ROOT BALL IN HOLE SO THAT ROOT C.ROl"IN IS I" ABOVE FINISH <!>RADE. 0 REPLACE SAC.KFILL MATERIAL (PER SPEC.IFIC.ATIONS) UP TO 2/9 THE HEIGHT OF THE ROOT BALL, TAMPING AND SETTLING AROUND REMAINING 1/9 OF ROOT SALL. (§) C.REATE IRRl6ATION BASIN A MINIMUM OF 6" BEYOND SIDES OF ROOT BALL. ® IRRIGATE FROM TOP TO SETTLE SAC,KFILL AND BERM, FILLING BASIN. @ FINISH GRADE @ PLAC.E I" OF SARK MULC.H 1"-2" FROM TRUNK e PLANT TABLETS PER PLANTIN6 NOTES OR SPEC.IFIC.ATIONS o---T_r_e_e_F_lci_n_t_in_.g...__4_5_t_ci_k_in_.g..__ ______________ _ NOTTO SCALE 0 0 SHRUB ROOTSALL Dl6 HOLE 2X i"IIDTH AND DEPTH OF ROOTSALL AND FILL i"IITH HATER AND ALLOH TO PERC.OLATE INTO SUBSOIL. C,OVER i"IITH 2" OF APPROVED SARK MULC,H FOR TREES, le"-24" FROM TRUNK. fs\ FILL HOLE i"IITH 6" DEPTH NATIVE SAC.KFILL MATERIAL. 1.:::J TAMP AND MOUND SLIGHTLY. 0 SET ROOT BALL IN HOLE SO THAT ROOT C.ROHN IS I" ABOVE FINISH <!>RADE. REPLAC.E SAc.KFILL MATERIAL (PER SPEC.IFIC.ATIONS) UP TO 2/9 THE HEl6HT OF THE ROOT BALL, TAMPIN6 AND SETTLING AROUND REMAINING 1/9 OF ROOT BALL. © C.REATE IRRl5ATION BASIN A MINIMUM OF 6" BEYOND SIDES OF ROOT BALL. 0 © IRRIGATE FROM TOP TO SETTLE SAC,KFILL AND BERM, FILLIN6 BASIN. FINISH <!>RADE 0 PLAC.E I' OF BARK MULC.H 1"-2" FROM MAIN STEM O __ S_h_r_u_b_F_l_e1_n_t_in_g ______ © __ P_LA_N_T_T_A_s_L_Ers_P_E_R_PLA_N_T_1NG_N_o_TE_s_o_R_s_P_Ec._1F_1c._A_T_10_N_s_ EQ,AL.-NOT TO SCALE NOT TO SCALE SR0lNDCO/:, P _,l\l\ -::::::; PER F _Al\-1'10 Lc::0C:N::; ' · \ F_."'-N-:'R 0 6ROUNDCOVER 5PACIN6 ',~ EDSE/SIDE/'IA_K ..____ ____ _ NOTTO SCALE ,@ I 0 \ / ,. ,/ .1 .. C) I C) . ;{v /0 I / / / CD FINISH GRADE @ 6" X 6" C.ONC.RETE MOY'! C.URB @ 1/2" RADIUS @ #3 REBAR CONTINUOUS ® SUBGRADE C.OMPAC.TED PER SOILS REPORT c:) Concrete Mo~ Curb PLANTING LEGEND SIZE, BOTANIC.AL NAME C.OMMON NAME INSTALLED MATURE B R T 00 0 f§ ® 0 ~ 0 0 @ 0 ~ STREET TREES -15 CS-Al I ON@ APPROXIMATELY 40' O.C. BUTIA CAPITATA PINDO PALM RHUS LANC.EA TIPUANA TIPU AFR.IC.AN SUMAC. TIPU TREE 8'BTH 24" BOX 24" BOX SHRUBS -I cSAL • 9' o,c, CMIN, TO COVER 10$ Of SLOPE FACE FOR SLOPES OVER 9' IN HElcSHTJ AGAVE ATTENUATA FOX TAIL AGAVE I GAL ANIGOZANTHUS FLAVIDUS KANGAROO PAI/II I GAL BOUGAINVILLEA ROSENKA BOUGAINVILLEA I GAL C.ISTUS PURPUREA ROC.KROSE I GAL EUPH. T. 'STIC.KS ON FIRE' STIC.KS ON FIRE I GAL FESTUC.A GLAUC.A BLUE FESC.UE FLATS 12" O.C. LANTANA 'GOLD MOUND' GOLD MOUND LANTANA I GAL LANTANA MONTEVIDENSIS LANTANA I GAL MUHLENBERGIA RIGENS DEER GRASS I GAL SALVIA LEUC.ANTHA MEXICAN SAGE I GAL SENECIO 'CHALK STICKS' BLUE CHALK STICKS I 5AL 12" O.C. cSRQUNDCQYER. -FLATS • 12" o,c. ROSMARINUS 0. 'PROSTRATUS' TRAILING ROSEMARY ~11,1Wi!ii'1 Im BACCHARIS 'PIGEON POINT' PROSTRATE COYOTE BUSH BIO-RETENTION HYDROSEED MIX, Spec.lee Ac.hilleci millefolium Agrostls pcil lens Eriophyl lum c.onfertiflorum Esc.hsc.holzlci c.cillfornlc.ci Festuc.ci rubrci 'Molcite' Gillci trlc.olor Hordeum c.cilil'ornic.um Hordeum interc.edens Lciylci plcityglossci Phcic.ellci c.lc.utcirlci Vulplci mlc.rostcic.hys HYDROSEED MIX -Pure Live Seed Lbs/Ac.re 0.!5 s.o 1.0 1.0 10.0 1.0 8.0 2.0 O.S 2.0 6.0 91.0 BASIC. NATIVE EROSION CONTROL MIX' @ 92 LBS. / ACRE AVAILABLE FROM S 4 S SEED (805)684-0496 E>ROMUS CARINATUS "CUCAMONGA"/ CUC.AMON5A BROME TRIFOLIUM TRIDENTATUM / TOMC.AT GLOVER VULPIA MICROSTACHYS / SMALL FESCUE 9 10 6 14 28 19 48 8 10 16 6 26 6' 1111 X 90" T 6' 1111 X 90" T JIIIUC.OLS L L L L L L L L L L L L L L L L APPROVED FOR PLANTING "AS BUILT" TITLE REVIEWED BY: DATE i C) I I DATE, 3/13/2015 AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR DATE 0 0 ® 0 ® I ®Q ROOT BARRIER, l<l.5" DEEP "BIO-BARRIER" PAVED SURFAC.E FINISH GRADE ROOT BALL TREE TRUNK NOTE, ROOT BARRIER SHALL 6E INSTALLED FOR ANY TREE Y'IITHIN 6' OF A PAVED i'IALK, DRIVEHAY, OR C.URS, AND Y'IITHIN 10' OF RJSLIC. Rl5HT5-0F-l"IA Y ADJACENT TO DRIVEl"IA YS, 51DEi'IALKS, C.URS5 OR ASPHALT oRoot Barrier NOTTO SCALE DRAV'!N BY, JH/LKL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION SOHA£1 MINOR SUBDIVISION PIO PICO DR. APPROVED ASSISTANT PLANNING DIRECTOR DATE 1-o:-A-::-Af'~P-;-:-~-L-+--D;_~_E_A~PP-~-::-~-L-l 1.:1 ~:'.!.:!!.;:!:D'....B.:::;Y.:.:: =-===-I ~I ___ P-RO_J_x_c_T_No_. __ l DRAWING NO. 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, EXCESSIVE 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 GERMINATE 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. 6.2.6 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 rla268! ::HOWARD •• ASSOCIATES landscape architecture 2442 second avenue san diego ca 92101 619 718 9660 Expirati?J Date: 3/31/15 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 ESTABLISHED 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 ORAS 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 80%. 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 ORAS 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 MATERIAL SHALL BE PLANTED IF THE BALL IS BROKEN OR CRACKED EITHER BEFORE OR DURING THE PROCESS OF PLANTING. 6.8 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 SATURATE 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. DRIVE 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 FLATS 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 -1/4" 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 GIVE 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 FORA TEND 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. 6.18.2 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. 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 KEPT 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 RECULTIVATED AND 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. 6.19.13 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 BOTH 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. 6.19.18ANYEROSION OR SLIPPAGE OF SOIL CAUSED BY WATERING SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. 6.19.19ALL 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/ REINFORCED 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 REINFORCED STRAW MAT SHALL BEAS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED 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 REINFORCED 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: A. 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD #1 (COVER CROP OR REINFORCED STRAW MAT). B. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, AND #3. C. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3, AND #4. E.3-1.2-2 SPECIAL CONDITIONS DATE, B/15/2015 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 II C.1 SECTIONA-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. SECTIONA-2 -MEASURE HORIZONTALLY20' 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(S) 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.RASSA 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(S) 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 8-2. THE OUTER EDGE OF 8-3 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 UNDERSTORY PLANT MATERIAL OR 6', WHICHEVER IS HIGHER. DEAD AND EXCESSIVELY TWIGGY GROWTH SHALL ALSO BE REMOVED. 4. NON-IRRIGATED. APPENDIX F (VLF) -CITY OF CARLSBAD LANDSCAPE MANUAL. NATIVES ADENOSTEMA FASCICULATUM -CHAMISE ARTEMISIA CALI FORNI CA -CALIFORNIA SAGEBRUSH ERIOGONUM FASCICULATUM -BUCKWHEAT SALVIA SPECIES-SAGE DOMESTICS ACACIA SPECIES -ACACIA CEDRUS SPECIES -CEDAR CUPRESSUS SPECIES -CYPRESS DODONAEA VISCOSA -HOPSEED BUSH EUCALYPTUS SPECIES -EUCALYPTUS JUNIPERUS SPECIES -JUNIPER PENNISETUM -FOUNTAIN GRASS PINUS SPECIES -PINE MODERATE HAZARD SPECIES HETEROMELESE ARBUTIFOLIA -TOYON MALOSMA LAURI NA· LAUREL SUMAC QUERCUS DUMOSA -SCRUB OAK REFER TO SHEET 33 FOR APPENDIX F.2-1 "CONDITION A" DETAIL, F.2-2 "CONDITION B" DETAIL, AND F.2.3 "MODIFIED SLOPES". RHUS INTEGRIFOLIA -LEMONADE BERRY AYLOCOCUCUS Bl-COLOR-MISSION MANZANITA APPROVED FOR PLANTING "AS BUILT" TITLE REVIEWED BY: INSPECTOR DATE DATE DRAV-!N BY, JH/L.KL. 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