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DWG 484-5T; MS 15-13; QUARRY CREEK R-1 SLOPES; 01-12
GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EA TING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES ANO POTABLE WATER LINES ARE STR/CTL Y PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR /RR/GA T/ON 'MTH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. /RR/GA TION OUR/NG PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DES/GNA TED USER SUPERVISOR. /RR/GA TION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10: 00 P.M. TO 6: 00 A.M. 9. BURIAL OF ALL 'MR/NG AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY 'MND BLOWN SPRAY OR BY DIRECT APPL/CAT/ON THROUGH /RR/GA TION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER- SPRA YING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VAL VE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID 'MTH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER TH£ CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY TH£ PROJECT ENGINEER AND/OR REGULA TORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED 'MTHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WA T[R DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SIT£ USER SUPERVISOR SHALL BE DESIGN A TED IN WRITING. THIS INDIVIDUAL SHALL BE FAM/LIAR 'MTH PLUMBING SYSTEM 'MTHIN TH£ PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CRDSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. CDP/ES OF THE DES/GNA TION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CALL (760) 438-2722 IN CASE OF EMERGENCY CONTACT RON BROCKHOFF AT (760) 795-5567 OR AFTER HOURS CONTACT RON BROCKHOFF AT (760) 795-5567 22. ALL PUBLIC AND PR/VA TE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES 'MTHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON TH£ PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESJGNA TED OUTDOOR EA TING AREAS ON THE SITE. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS /RR/GA TEO 'MTH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW Sffi/PS OR OTHER APPROVED METHODS. 25. ALL /RR/GA TION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON TH£ CITY WEB WWW. CARLSBADCA. GOV /SERVICES/DEPARTMEN IS/WA TER/DOCUMENIS/ RECYCLEDWA TERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR WWW. CARLSBADCA. GOV /SER VICES/DEPARTMENTS/WA TER/DOCUMENTS/ WA TERBACKFLOWTESTE.RL/ST.PDF FOR POTABLE OR CALL 438-2722. TYPICAL SIGNS IN ORDER TO CONSERVE WATER .•• RECYCLEO WATER IN USE DO NOT DRINK NO TOME EL AGUA WASH HANDS AFTER CONCTACTING LAVESE SUS MANOS OESPUES OE USAR 18" X 18" SIZE ,032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS rla2681 RECLAIMED WATER SYSTEM (PRIVATE) R-1 SLOPES AT QUARRY CREEK Sheet Index Sheet Number Sheet Title LANDSCAPE PLANS Vicinity Map 1 Title Sheet SIGNAGE NOTES 1HE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE ODOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON B-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WA1ER USE A /RR/GA TE BETWEEN THE HOURS OF 10: 00 P.M. ANO 6: 00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. B. C. D. E. F. G. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RA TE SHALL NOT EXCEED THE INFILTRA TIDN RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMP A TTBLE WITH THE LOWEST SOIL fNF!LTRAnoN RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EmCIENT SCHEDULING OF THE AU TOMA nc CONTROL CLOCKS, (I.E .• EMPLOYING THE R[PEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR £DUCA TING EACH EMPLOYEE AND ALL MAJN7ENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR !RR/GA TION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. 2. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDEN11F!CA TION TAGS. A. TAGS SHA.LL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK' IMPRINTED ON ONE SIDE, AND "AV/SO -AGUA /MPURA-NO TOMAR" IMPRINTE:O ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TA(;S AS MANUFAC/ORED er /, CHRIS/ y ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM OIREC1LY OR WITH PLAS71C TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR .3. ATTACH TO VAL VE COVER WITH EXISTING VAL VE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WA'TER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER ANO ITS ASSOCfATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READfL Y SEEN BY ANY OPERATIONS PERSONNEL UTTLIZING THE EQUIPMENT. ALL BACKFLOW PREVENTER$ SHALL BE TESTED BY A CERnFJED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WA TER/DOCUMENTS/ RECYCLEDWA TERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENIS/WA TER/DOCUMENIS/ WA TERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL 438-2722. INSPECTION PROCEDURES 1. 2. DISTRICT CONSTRUCT/ON INSPECTION SHALL INCLUDE, REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED (HORIZONTALLY AND VERT/CALLY). PIPE /DENT/FICA TION. SLEEVING AT CROSSINGS WATER LINES A. B. C. D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SJGNAGE INSTALLED PER PLAN B. CONTROLLER STICKERS C. TAGGING OF VALVES D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE /RR/GA T/ON CONDITIONS INCLUDING 'MNDBLOWN SPRAY, RUNOFF AND PONO/NG F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED I. COLOR CODED, LAMINA TED CHARTS INSIDE EACH CONTROLLER 3. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION THAT WILL COVER A-/ OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO JMPLEMENTA TION IN FIELD. BLACK LOGO PURPLE BACKGROUND 36" 1" BLACK / (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK ECYCLED WATER LETrERS Irrigation Sheet 7 Planting Sheet 11 SEE CARLSBAD DWG 484-5M FOR PLANS North Not To Scale Not To Scale FIRE HYDRANT 2-3 4-6 7-8 9 10 11-12 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 I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6 703 OF THE BUSINESS AND PROFESSIONS CODE AND THA T THE DESIGN JS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CA T/ONS BY THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH AND THE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HA VE BEEN PREPARED IN SUBSTANnAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVAnoN PLAN, FIRE PROTECTlON PLAN. AND ALL CONDITIONS OF APPROVAL RELATING TO LANDSCAPING DDRESS: /ATES, INC., 244 ECOND AVE. SAN DIEGO, 92101 . , I JULIE RL 68 PHONE NO(S): (619) 718-9660 REGISTRATION NO(S): RLA 2681 EXP/RATION DA TE: 3/31 /17 WATER EFFICIENT LANDSCAPE DECLARATION I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND !RR/GA TJON PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANOSGA EGULA TJONS. I HA VE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULA ON AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL R£0UJR EN S WHEN SUBMIT77NG CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN I PL ENIS THOSE REG TIONS TO PROVIDE EFFICIENT USE OF WATER. DATE, B·l· 10 W PREVENTER TESTING: OW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS UST BE GIVEN TO THE CITY AND THE WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND CALL 438-2722. INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DES/GNA TED AGENT. REFER TO THE SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERT/FICA TION OR COMPLETION" FORM. A REQUEST FOR THE FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LIN£ "CERT/FICA TJON OF COMPLETION" FOR FAX TO, (760} 944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: (760} 602-4602 PRIOR TO BEGINNING LANDSCAPE WORK: NOTE, A SEPARATE CITY REVIEY'< AND APPROVAL 15 REQUIRED FOR ANY PORTIONS OF THESE FLANS REQLJIRIN6 A BLJILDIN6 PERMIT. CITY APPROVAL OF THESE PLANS 15 FOR LANDSCAPE PLANTIN6 AND IRRl6ATION ONLY. THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCA T/ONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE AND BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROD TS. NOTE.· THERE ARE NO PROPOSED WATER FEATURES .A. POINT OF CONNECTION FOR RECYCLED Y'iATER (METER AND TEMPORARY 8ACKFLOY'< PREVENTION) "DO NOT DRINK" Sl6N LOCATIONS PROPOSED REC.YC.LED Y'iATER USE AREA --RC--RECYCLED Y'iATER IRRl6ATION MAINLINE APPROVED FOR PLANTING COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION ,/ ~ ,,..----z------· GLENN LEEKS ENVIRONMENTAL HEAL TH SPECIALIST "AS BUILT" TITLE DATE DATE ---RC---REC.YC.LED Y'iATER IRRl6ATION MAINLINE PER DY'i6 484-5M AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEWED BY: -• • -MATC.HLINE -RG-RG-RECYCLED Y'iATER LINE ~ RECYCLED Y'iATER METER INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT 1-----+--+-----------+--+----+----+----I [ SH1EET [ CITY OF CARLSBAD 1127 ::==::':='-.'::====P::LA=:N::Nl::N::G::::::Dl::V::IS::10::N===='...'~::::S':':H:::E::ET::S::::: WASH HANDS AFTER CONCTACTING CARLSBAD MUNICIPAL WATER DISTRICT Quarry Creek R-1 Slopes L VtSE SUS MANOS DESPUES DE USAR HOWARD,, 2" BLACK LETTERS 12" X 36" SIZE DEVELOPERS NAME: CORNERSTONE COMMUNITIES ADDRESS: 4365 EXECUTIVE DRIVE #600 APPROVED ;u• /1 \ , , 11_ ASSOCIATES landscape architecture 2442 second avenue s an die go ca 9 2 1 01 619 718 9660 1" BLACK LETTERS DATE, 2/22/2016 DRAY'<N BY, JH/LKL .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS DISTRICT ?J~NEER I SAN DIEGO, CA 92121 ~ \. ,-,_ Li\_.;;-n-'"I -~ · I"' = /,-~ OFFICE: (858) 458-9700 PlANNING , DATE ~6'1-~-~-;E_P_L_A_N_P_R_E_P_A_R-E□-,-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--+-EN~:~:=;~ER+oF-,"=:-,:-K+----R-E_V_IS-IO_N_D_E_S_C_R_IP_T_I_O_N ____ -J_a_:_:_:_A_P~P-:-1:_:-J-:-A~-E-A-P~PR-1:-,:-:-l~~l~:::K=N~D:~B~::~:,=::=::=:~~1~1==M=S=R=o=1=E5=T=N=1=3==~1=4=~=Aw=4=1N=G=5=T::::::0 _ (0 (0 ~ I LO \ 0 N Cl) A C E 8 8 0 NOTE, G) ROTOR SPRINKLER (3) PLANT MATERIAL @ FINISH &RADE @ W Rr-'IDIATION RESISTANT PVC. SC.H eo NIPPLE (LEN&TH AS REQUIRED) @) PVC. SC.H 40 ELL @ PVC sc:;H 40 STREET ELL 0 Pfl-'€,~-J:/.lRs Wdmka,J @ PVC LATERAL PIPE @ PVC SC.H 40 TEE OR ELL @)STRAP @OS REBAR I. A SY\IING FIFE A55EM6b Y MAY BE USED Jf'tllTH f'LOY-IS LESS THAN 4 5PM. CD FINISH &RADE @ MP ROTATOR FOP UP HEAD @ 9/4" PVC STREET ELL (9) @ SCOH eo NIPPLE @ LATERAL TEE OR ELL @ LATERAL PIPE G) REC.YCLED RUSSER C.OVER l"lHERE INSTALLED ON RECYCLED SYSTEM OR FUl1JRE RECYCLED 5Y5TeM NOTES, I. ALL. HEAPS LOG-A TED VIIITHIN 24" OF Vl:HICUlAR OR Pf:DCSTRIAN USES 5HA!..J.. BE POP-UP HEADS. 2. GONTRA.C,TOR SHALL INSTALL ALL HEADS NO CLOSER THAN :24" ro ANY IMPERMEABLE SURFACE lJNJ..ESS THE GiFtADE DRAINS A,',IA'l"fROMTHl= IMPERMf'ABlE SLJRFACE INTO A LANt?5CAFEP AREA. 9. ALJ.. HEADS LOCATE:D i"IITH IN 10' OF A Pf:DESTRIAN PATH OR Y'Vr\LK SHALL BE POP-UP HEADS. 2 ROTOR ON RISER NTS 8 POP-UP ROTATOR 2 G) 'FJNJSH 6RAD.E/TOP OF MULCH 0 QUICK-COUPLING-VAL.VE i"'ilTH LOC.KIN& PURPLE CAP @VALVE SOX l"llTH PURPLE COOVER, f>-INc.H SIZE 0 5-INGH MINIMUM DEPTH Of' 9/4-INC.i-l l"lASi-/ED GRAVEL ® PVC. SCOH e,o NIPPLE (LENGTH l>S REQUIRED) ® BRICK (I OF 2) 0 PVC SCH 40 SmEET ELL ® PVC SCOH 40 TEE OR ELL ® PVC. MAINLINE PIPE @ PVC. SCOH 40 ELL f-:!'~f==.:__-:-:-:::-:::-:::-;ar::=1>--,...._@ 2" X 2" REDl"lOOD STAKE W ::::i STAINLESS STEEL G-EAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM 11 NOTE, I. FURNISH FITTIN&S AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL GUIC.K COOUPLING VALVE INLET SIZE. 2. QUICK COUPLER VALVES SHALL SE OF A TYPE APPROVED FOR REC.YC.LED l"lATER USE. QUICK-COUPLING 2 VALVE 0 ROUND PURPLE PLASTIC VALVE OOX, AMATEK OR EGUAL 0 FINISH GRADE G) SALL VALVE 0 INTEGRAL UNIONS ® PVC SCOH. 40, 45);, ELL ITYPJ 5® _,.--~ PVC PRE55U~ MAINLINE PIPE (SEE SPEC.SJ D l 1 3 TTT'ililJ'rr-~=-ci=sn1J"!~ - -:.TT -- (i) 10" PLl>STIC SOX W LOC.KING LID 6 7 @2 SPARE l"I.IRES AND I COMMON Y'IIRE (SEE 5PEG5 f'OR SIZE AND COOLOR) @ FLUSH IN LAl"lN AREAS, :2" IN SHRUB AREAS. @FINISH &RADE TOP OF MULc.H @st4" 5RAYE:L SUMP IN, UNDER ANt' AROUND VALVES BOX. PILL TO TOP OF VAL VE BOX HOL..ES ® INSTALL f'IL TE:R FAeRIC AROUND GRAVEL SUMP. G)sTU6 UP AND CAP PRESSURE SUPPLY LINE. MAINLINE STUB WARNING TAPE -(2) TOTAL -1 ATTACHED TO THE TOP OF MAINLINE WITH PLASTIC TAPE EVERY 5' ON CENTER 1 -126 ABOVE MAINLINE ---4" MIN. CL~RA~?E. ~ . ·. , . . . CD PAVING 0 DITCH 0 SLEEVES 0 PVC CAP (TYPICAL) NOTES: NTS IRRIGATION NOTES I. THE IRRle,ATION PLAN 15 DIA<SRAMMATIC.. ALL IRRl<SATION EQUIPMENT SHALL BE LOCATED IN PLANTIN<S AREAS ONLY, UNLESS NOTED OTHERY'<ISE. REFER TO THE IRRl<SATION LE<SEND AND DETAILS FOR EQUIPMENT AND INSTALLATION. 2. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO l"IORK OF THIS SECTION. 5. A. ALL RISERS SHALL BE P.V.C.. SCHEDULE 80. B. ALL PIPE FITTIN<:>5 SHALL BE P.V.C.. SCHEDULE 40. 4. A. ALL Y'<IRE 5HALL BE 14 <SAU<SE AY'«:> (MAX. 5AU6E) Y'<ITH SHEATH, MAXI-Y'<IRE SY PAl<SE ELECTRIC.. DIRECT BURIAL TYPE, AND ALL SPLICES AND CONNECTIONS SHALL BE MADE Y'<ITH 5M <SELPACK DBY CONNECTORS. B. EACH CONNECTION FR.OM DEC.ODER TO VALVE 5HALL MAINTAIN THE SAME Y'<IRE COLOR AS DEC.ODER. C. ALL Y'<IRES SHALL BE INSTALLED Y'<ITH Tl"IO (2) FEET OF EXCESS Y'<IRE (COILED) AT THE END OF EACH Y'<IRE RUN. D. CONTROL Y'<IRE SHALL BE BUNDLED AND PLACED BENEATH MAINLINE. E. VALVE SHALL BE A MAXIMUM 15' FROM DECODER. F. CONTROL Y'<IRE SHALL FOLLOY'< MAINLINE. 5. LOOP Y'<IRE BACK TO CONTROLLER IF C.ONTROLI..ER Y'<IRE RUN IS LON<SER THAN 2.4 MILES. H. CONTROL Y'<IRES (I.E. MAXI-Y'<IRES) MUST MAINTAIN A I0-FOOT SEPARATION FROM ELECTRICAL TRANSFORMERS < UNDER<SROUND Hl<SH VOL TA<SE POY'<ER LINES. 5. BACKFLOY'< PR.EVENTION DEVICES SHALL BE LOCATED AS INDICATED ON THE IRRl<SATION PLAN. INSTALLATION 5HALI.. CONFORM TO LOCAL <SOVERNIN<S CODES AND RE<SULATIONS AND MANUFACTURER'S SPECIFICATIONS. CMY'ID BACKFLOY'< SPECIALIST TO APPROVE LOCATION ph. (160) 458-2122 x1I52 6. CHECK VALVES SHALL BE USED Y'<HERE INDICATED AND Y'<HERE NECESSARY TO PREVENT Y'<ATER FLOY'< FR.OM LOY'<ER ELEVATION HEADS Y'<HEN SYSTEM 15 TURNED OFF. 1. ALL PRESSURE MAINLINES SHALL HAVE A 18" MINIMUM COVER FOR 2-1/2" MAINLINE AND LESS AND 24" COVER FOR 5"-5-1/2" SIZE MAINLINE. ALL LATERALS SHALL HAVE A MINMUM TY'<ELVE (12) INC.HES OF COVER. TRENCH BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAe,E IRRle,ATION PIPE OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED REPAIR$ AT HIS OY'<N COST. 8. ALL AUTOMATIC VALVES SHALL BE LOCATED Y'<ITHIN SHRUB AREAS. IN BOXES SHALL BE INSTALLED IN PURPLE VALVE BOXES, ONE VALVE PER BOX, Y'<ITH FOL.R (4) INCHES OF PEA <:>RAVEL BENEATH EACH VALVE. BALL VALVES SHALL BE LOCATED IN SEPARATE VALVE BOXES. '!. SLEEVES UNDER ROADS, 6" OR LESS IN DIAMETER-56" COVER <SREATER THAN 6" IN DIAMETER-48" COVER SCHEDULE 80 PVC. SLEEVES UNDER PAVIN<S (NON-ROADS), LESS THAN 5" IN DIAMETER-18" COVER 5"-5 1/2'"' IN DIAMETER-24" COVER 6" OR e,REATER IN DIAMETER-56" COVER SCHEDULE 40 PVC 10. AUTOMATIC CONTROLLERS SHALL BE SIZE AND TYPE AS NAMED, AND INSTALLED Y'<HERE INDICATED ON IRRl<SATION PLAN. CONTROL Y'<IRES SHALL BE SLEEVED UNDER PAVIN<S IN I" DIAMETER ELECTRICAL CONDUIT. I CONTROL Y'<IR.E MAX. PER SLEEVE. A. 120 VOLT SERVICE TO CONTROLLER SHALL BE PROVIDED BY THE OY'<NER II. PRIOR TO BACKFILLIN<S IRRl<SATION TRENCHES, A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 P.5.I. FOR A PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVIN<S THE !..EAKIN<:> PIPE OR FITTIN<SS AND INSTALLINe, NEY'< MATERIAL IN ITS PLACE. B. ALL LATERALS SHALL BE PRESSURE TESTED AT DESle,N PRESSURE FOR ONE HOUR. C.. THE CONTRACTOR SHALL NOT ALLOY'< NOR CAUSE ANY OF HIS l"IORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE OY'<NER'S AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR 12. IRRl<SATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE EVEN C.OVERA<SE AND TO KEEP SPRAY OFF BUILDINe,5, Y'<ALKY'<AYS, Y'<ALLS, AND DRIVES. 15. Y'<HEN THE SPR.INKLER SYSTEM 15 COMPLETEI>, THE CONTRACTOR, IN THE PRESENCE OF THE OY'<NER'S AUTHORIZED REPRESENTATIVE, SHALL PERFORM A COVERA<SE TEST OF Y'<ATER AFFORDED THE PLANTIN<S AREAS TO ENSURE IT 15 COMPLETE AND ADEQUATE. CITY INSPECTOR TO APPROVE COVERA<SE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL l"IORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERA<SE AT HIS OY'<N COST. IRRl<SATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY (60) DAYS AND SHALL Y'<ATER ON A DAILY BASIS. 14. PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL FURNISH A COMPLETE 'AS-BUILT' DRAY'<IN<S TO THE LANDSCAPE ARCHITECT FOR COMPLETION OF MYLAR DRAY'<INGS AND THREE PRINTS TO THE OV'<NER SHOY'<IN<S EXACT LOCATIONS OF ALL ITEMS INSTALLED. 15. PRIOR TO FINAL ACCEPTANCE, THE IRRl<SATION CONTRACTOR SHALL PLACE A LAMINATED, REDUCED COPY OF THE AS-BUILT IRRl<SATION PLAN, COLOR-CODED AS TO C.OVERA<SE AREAS FOR EACH VALVE, IN THE CONTROLLER ENCLOSURE. 0 I CU. FT. PcA 5AAVEL 6 @ 2X4 RED~OD OR BRICK 1. ALL PVC IRRIGATION SLEEVES TO BE SCHEDULE 40/80 AS PER SLEEVING CHART PIPE 16. THE IRRl<SATION CONTRACTOR SHALL <SUARANTEE THE ENTIRE IRRl<SATION SYSTEM TO BE FREE OF DEFECTS IN Y'<ORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (I) YEAR FROM FINAL ACCEPTANCE BY THE OY'<NER. 11. "THRUST BLOCKS C.ONSISTIN<S OF A MINIMUM OF I CUBIC. FOOT OF CONCRETE (2POO PSI) SHALL BE INSTALLED AROUND MAINLINES 5 "AND ABOVE AT ELBOY'<S AND AT POINTS OF CHAN<SE IN DIRECTION." (CITY OF CARLSBAD LANDSCAPE MANUAL IV.5-5). ,_,."-'-' BL..Oc.K.IN6" v--~® DEPTH-SEE SPECIFICATIONS BALL VALVE F SLEEVING CD FINISH GRADE/TOP OF MULc.H@PVc 5C,H 40 ELL 0 VALVE OOX ~ITH COVER, @PVC SGH 40 FEMALE ADAPTOT<. G) REMOTE C.ONTROL VALVE, @LATERAL PIPE ==~ 01DTAG ~1/\~---lcf===JJJ===i!==f::::ifl ® l"lATERPROOF CONNECTION, © 60-INC.H LINEAR LEN&TH OF l"llRE, C.OILED (j) PRESSURE REGULATING QUICK CHECK BASKET FILTER, RAIN BIRD PRS-GKCHK SERIES DEPTH AS PER SL~ CHART 4 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. 18. INSTALi.. POP-UPS Y'<ITHIN 10 FEET OF ALL PEDESTRIAN USES AND IN ALL Rl<SHT-OF-Y'<AY AREAS. I'!. ALL IRRle,ATION EQUIPMENT UTILIZIN<S RECLAIMED Y'<ATER SHALL BE COLORED PURPLE PER CARLSBAD MUNICIPAL Y'<ATER DISTRICT REQUIREMENTS. 20. USE PA<SE ELECTRIC MAXIC.OM Y'<IRE FOR 2-Y'<IRE DECODER Y'<IR.E PATH. 21. Y'<ARNIN<S TAPES REQUIRED (2) ONE TO BE LOCATED DIRECTLY ON TOP OF MAINLINE AND ONE 12" ABOVE. 22. SUReE PROTECTOR AND <:>ROUNDIN<S ROD 15 NEEDED EVERY 450' OF LINEAR OF CONTROL Y'<IRE. SEE RAINBIRD SPECIFICATIONS FOR <SROUNDIN<S INSTRUCTIONS. (Dso-JNCH LINEAR LENGTH OF Y'IIRE, GOILED @~TER PROOF CONNECTION (I OF 2) G)IDTAG ©REMOTE CONiROL VALVE, RAIN BIRD PES 0 VAL VE eox r-llTH COVER, 12-INc-H SIZE I I I I ii,.:. 1...---r>-0 -f---{3 SYMBOL MAN'FR NOTE, HUNTER HUNTER HUNTER HUNTER HUNTER MODEL Irrigation Legend DESCRIPTION PROS-I2-PRS90-C.VR-MPeooSR-'!O MP ROTATOR POPUP SHRUB HEAD PROS-l:2-PRS60-C.VR-MPeOOSR-'!O MP ROTATOR POPUP SHRUB HEAD PROS-I2-PRS90-C.VR-MPIOOO-'!O MP ROTATOR POPUP SHRUB HEAD PROS-l:2-PRS90-CVR-MP2000-'!0 MP ROTATOR POPUP SHRUB HEAD PROS-l:2-PRS90-CVR-MP6000-'!0 MP ROTATOR POPUP SHRUB HEAD GPM 0.99 0.11 0.92 Oh9 I.Se, RADIUS PSI e,' 90 e,• 90 12' 90 18' 90 21' 90 CONTRACTOR 5HAI..L INSTAl..1.. APPROPRIATE IRRl<SATION BODY TO f<.E<SULATE TO EITHER :lO PSI OR 40 PSI TO AVOID OVERTHROY'< ONTO PAVED AREAS. IRRl<SATION HEADS SHALL NOT BE INSTALLED l'IIITHIN 24" OF AN IMPERMEABLE SURFACE ALL IRRl<SATION HEADS SHALL BE PURPLE FOR RECLAIMED l'IIATER USE. CD HUNTER @ HUNTER @ HUNTER 0 HUNTER ® HUNTER © HUNTER G) HUNTER © HUNTER 0 HUNTER @ HUNTER ® HUNTER -NETAFIM I!;] NETAFIM [!] NETAFIM PGP-00-C.V-R-.15SR SHRUB ROTOR ON RISER* .15 25' 50 PGP-00-CV-R-l .5SR SHRUB ROTOR ON RISER• 1.5 25' 50 PGP-00-C.V-R-l.2 SHRUB ROTOR ON RISER* B.O BO' 50 P6P-OO-CV-R-l.5 SHRUB ROTOR ON RISER* 1.5 90' 50 PGP-00-CV-R-2.5 SHRUB ROTOR ON RISER• 2.5 50' 50 P6P-OO-C,V-R-2.1 SH'RUB MTOR ON Rl5ER* 5.0 90' 50 Pl!',P-00-C.V-R-2.0 SHRUB ROTOR ON RISER* 2.0 95' 50 PISP-00--CV-R-3.Cof SHRUB ~OTOR ON RISER* 9.0 95' 50 P6P-oo-c.V-R-5.2 SHRUB ROTOR ON RISER* 6.0 95' 50 P6P-OO-C.V-R-9.0 SHRUB ROTOR ON RISER* 9.0 40' 50 PGP-00-C.V-R-B.'! 5HRUS ROTOR ON RISER* 4.0 40' 50 'TEC.HLINE Rl"I' MODEL NUMBER TLRY<-Ie,I0-0.4 <&PH EMISSION POINTS @ Ie," LATERAL SPACING 1ST ROY', 6" OFF PAVING, BURY 2"-9" DEPTH TYP. IN-LINE C.HEC.K VALVE FLUSH VALVE DETAIL SHT2-S 5HT2-8 SHT:2-S SHT2-S SHT2-S SHT2-A SHT2-A SHT2-A SHT2-A SHT2-A SHT2-A SHT2-A SHT2-A SHT:2-A SHT2-A SHT2-A SHT9-Atl @ RAIN BIRD Rl"lS-B-I40 I ROOT l"lATERING BUSSLER LOC.ATE (I) ON EAC.H SIDE OF TREE -2 TOTAL SHT 9-J ~ RAIN BIRD PESBR-PRS-D SERIES REMOTE C.ONTROL VAL VE -51 ZE PER PLAN 5HT 2-H I RAIN BIRD HUNTER PESSR-PRS-R SERIES l"llTH PRS-D AND FILTER REMOTE C.ONTROL VALVE -SIZE PER PLAN SHT :2-G HG-44LRc.-Al"l-R QUIC.K COUPLING VALVE -I" SIZE -AC.ME THREADS AND LOC.KING C.OVER SHT 2-C NOTE, QUIC.K C.OUPLER SHALL BE OF TYPE APPROVED FOR REC.Ye.LED Y'IATER USE SHT 2-E SHT 2-F 5HT9-M SHT9-L ~ N 1-4 KING BROS. 6LOC.KED TRUE UNION BALL VALVE -LINE SIZE PVC SCOH 40 'ALERTLINE' SLEEVE -2X SIZE OF i"IORKING LINE PVC. C.L 200 'ALERTLINE' PURPLE REC.YCJ.ED l"lATER LATERAL LINE -SIJRY 12" MIN. -MIN. SIZE B/4" PVC. SCOH 40 'ALERTLINE' PURPLE REC.YC.LED l"lATER MAINLINE -SURY Ie," MIN. -MIN. SIZE I" CL. 515 'ALERTLINE' FOR SIZE 2" OR LARGER. BURY Bf>" MIN UNDER DRIVES ,--._ VAL VE KEY A/ 6 \ A•5PM >--+\-e,e,-/+--B = VALVE SEQUENC.E NUMBER \._J C, = VALVE SIZE DO NOT DRINK SIGN *NOTE, POPUPS ARE REQUIRED IN RIGHT-OF-Jl'lAY AND SHRUB BEDS J/'llTHIN 10' OF HARDSGAPE AND ALL OTHER AREAS J/'lHERE PEDESTRIAN TRAFFIC MAY OCCUR. NEJ/'l IRRIG>ATION MAINLINE AND VALVES SHALL BE HIG>H-LINED AND CONNECTED TO A POTABLE J/'lATER SOURCE PENDING SUCCESSFUL COMPLETION OF GROSS CONNECTION TEST AS PERFORMED BY GMJ/'lD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL 15 PROVIDED BY GMJl'lD AND DEH. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" ® PVC. Sc.H 00 NIPPLE (LEN&TH AS REQUIRED) ® PVC. SCOH 40 ELL @FINISH GRADE/TOP OF MULGH (j) PVC SCOH e,o NIPPLE (CLOSE) @ PVC 5"H 40 ELL @PVc SC.H eo NIPPLE SEE SHEET 3 FOR ADDITIONAL IRRIGATION DETAILS I SIDE VIEl"l @ PVC 5"H e,o NIPPLE (2-INC.i-/ LENGTH, r.:;, HIDDEN) AND PVC. 5"H 40 ELL ~ PVC, SCH 40 TEE OR ELL @MAINLINE PIPE @) 9-INC.H MINIMUM DEPTH OF 9/4-INc.H AASHED GRAVEL {3) PVC SCH eo NIPPLE, CLO&E @ PVC. SCH 40 TEE TOP VIE~ 11 (LENGTH AS REQUIRED) @BRICK (I OF 4) @ PVC MAINLINE PIPE @scH eo NIPPLE (2-INCH LENGTH, HIDDEN) AND SC.H 40 ELL @PVC. SCH 40 TEE OR. ELL. (j]) PVC. SC.H 40 MALE ADAPTER @)PVC LATERAL PIPE @:tO-INCH MINIMUM DEPTH OF S/4-INc.H l"lASHED GRAVEL 2 RECLAIMED WATER SIGN FINISH GRADE 6' X 1-1/4" T POST VANDAL PROOF HARDWARE TITLE DATE SEE SHEETS 4-6 FOR IRRIGATION SPECIFICATIONS REVIEWED BY: DATE, 2/22/2016 INSPECTOR DATE DRAll'IN BY: JH/EP 1------t--+---------------+---+---+---+------l '-I s=H2E=ET=-l.:::::=c=IT=Y===o==F====c=AR===LS=B=A=D:::::::....':l::::'::::::~I ~ PLANNING DIVISION IRRIGATION NOTES, DETAILS AND LEGEND FOR: G PRESSURE REGULATING REMOTE CONTROL VALVE WITH FILTER REMOTE CONTROL VALVE RECYCLED SIGNAGE Ouarry Creek HOWARD' ASSOCIATES landscape architecture 2442 second avenue san diego ca 92101 619 718 9660 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION R-1 Slopes APPROVED PIANNING ,__o_A_TE_~IN_rr_IA_L-t-_o_A_TE_~IN_IT_IA_L-l I OWN BY: 11 PROJECT NO. OTHER APPROVAL CITY APPROVAL L::CC'..H'cK'..'.'.D~B.,_Y:===:J. ~-__ M_S __ 1_5_-_1_3_~ DRAWING NO. 484-5T A W.UlJ.ULJJJ.U--Ull /JJlllLllLWlL.r-FINl5H <S,RADE BTMitsf'J~ FOR Qq==-----Techllne CV TUBING, "--...-/-----6ACKFILLED TREN)CH (FREE OF DEBRIS VALYl= BOX--~-11 SEE SPECS. LINE FLU5HINCS-----,t--- VALY1= TLO50MFV~I .· POLYETHYLENE 71" POLYETHYLENE LATERAL I I INl5H <S,RADE 8" ROUND VALYl= BOX AIR/VACUUM RELIEF VALVE 5/4"M X 1/.2"~ REDUCTION BUSHI cS, FI Nl5H <S,RADE Techline 180 .2-'f'IAY TEE 7 IO" TYP.- j Techl!ne TUBING! . 11 11 1.2" IN-LINE CHECK VAVL 11-------REMOTE CONTROL VAL VE l',ITH DISC FILTER AND PRV [fi~:ii[ljF~~ "-----PVC OR POLY SUPPLY HEADER I 11"--ll---+i---+1-'----Tec.hllne START CONNECTION MALE ADAPTER ---Techline@ CV TUBING >----AREA PERIMETER TECH LINE TRENCHING TUB INCS l',ITH ----J,~ STAINLES5 5TEEL CLAMP (OR EXHAUST HEADER) Techln" 1~0-2-1',AY 5/4" SCH 80 PVC NIPPLE- I I I I B ----FINISH CSRADE 4" MIN., 6 11 MAX. l SEE PLAN5 FOR ~---~ _____ Techllne CV LATERAL SPACING, ~-----------SUB <S,RADE TECHLINE SUBGRADE INSTALLATION ----l-1.ANUAL FLUSH VALVE PLUMBED TO PVC --------7'REA PERIMETER 1/d'-------"<,c---'1.------Techl!ne START CONNECTION '-¾---+\--------EXHAUST HEADER ~-------Tachllrre: iEE ,,---TechLlne> CV DRIPPERLINE LATERAL SUPPLY HEADER---------""-.'? REMOTE CONTROL VALVE l',ITH Dl5C FILTER AND PRV @ TECHLINE IRREGULAR AREAS 1//1/~~/2"/2½,"'fl///~ / 3.5 FEET l 12" MIN REQ. VERT. SEPARATION ~~· -1@ LEGEND NOTES: 0 STREET SURFACE ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: "STANDARD © POTABLE SERVICE LINE @ RECLAIMED WATER IRRIGATION MAINLINE W/ SLEEVE SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" AND NCARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" OCTOBER 1993 L POTABLE MAINLINE CROSSING fi=ii I I I I I I I t~ J.J ~' ~fUPPORT5 wi~~wJbi-rUM:. =-_1_ 11.1£,~J'lll~~""'m~1f.-.. C TECHLINE FLUSH VALE Rl I\ I I I 1-;: 1/ 1'.0- I I I I ~- MANUAL FLU5H VALVE PLUMfll:D TO PVC OR POLY Techllne START CONNECTION MALE ADAPTER PVC OR POLY EXHAU5T HEADER PVC OR POLY 5UPPL Y HEADER Techllne START CONNECTION SEE DETAIL 4 OF 4 REMOTE CONTROL VALVE 1',ITH DISC FILTER AND PRV AREA PERIMETER Techline® CV TUBING PERIMETER LATERALS .2" TO 4 11 fROM ED($>£: INSERT FEMALE ADAPTER (SIZE AS REG'D) 1'1/ REDUCING, BUSHING, MPT X 1/.2" FPT f'F I I L= f'F I I L= rrr:;;; I I DATER TEE ~ :m~m; -BRICK 5~PPORJS THREE )o ~~ffi~t~~ -- Tec:.hllne TU61N5 D TECHLINE AIR RELIEF I I -4-~t -- ./ I I ~ -4--::: - D ~REM 1',ITH OTE CONTROL VAL VE DISC FILTER AND PRV Tech line START NECTION CON MAL E ADAPTER SU PPLY HEADER Techlin e® CV TUBING ND PERIMETER ISLA Tee ' hllne TEE llne ELL ~Tech I I -I MANUA ~ PLUMB L FLUSH VALVE ED TO Techline@ CV PVC TEE (SxSxT) 7 PVC P.IPIN<S,7 _ ... E TECHLINE START CONNECTION (D 4-INCH 5RATE (INCLUDED) (?) B1/~t_1)E)i;~IN BIRD 140.2 0.50 <S,PM @ ROOT l',ATERING SYSTEM, RAIN BIRD Rl',5-00O2 (INCLUDES 140.2 0.50 <S,PM BUBBLER l',ITH RISER, GRATE, 51',IN<S, A55EMBL Y, 1/2" MALE NPT INLET, AND BASKET CANISTER) G) FINl5H 5RADE ® OW.(flf•-t~~f?L(Rl',5-50cKJ @ 1/2-INCH PVC 5CH 80 NIPPLE (INCLUDED) (j) 1/.2-INCH ~O-DEGREE ELBOI', (INCLUDED) @ 12-INCH 51',IN<S, A55EMBL Y (INCLUDED) @ 1/.2-INCH MALE NPT INLET (INCLUDED) @ PVC SCH 40 TEE OR EL (jJ} LATERAL PIPE @ 4-INCH BASKET /',EAVE CANISTER (INCLUDED) F I I I 11,--1+----PVC OR POLY EXHAU5T HEADER I ~--PERIMETER LATERALS ~I .2" TO 4" FROM ED6E ~lt:::±::!1!;:;J!::=l...J:?!===1 lMl'!-------MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY TECH LINE END FEED LAYOUT RECTANGULAR VALVE eox (SEE 5PECS) (DO NOT CUT ADDITIONAL HOLES IN OOX) PRES= RE6ULATIN6 VALVE (SEE SPECS) SCH 00 MALE ADAPTER (2 REQUIRED) NOlES, I. PRfSSURE REGULA TOR SHALL 6E INSTALLED 6ETY'iEEN METI:R. AND REDUCED PRE55URE 6AC,KFLO/"I PREVENTOR. PRESSURE SUPPLY LINE (SEE PLAN FOR SIZE) INSTALL FIL 1ER FABRIC AROUND 6RAVEL SUMP ¾" GRAVEL SUMP IN, UNDER AND AROUND VALVE eox. FILL TO TOP OF VALVE eox HOLES @TECHLINE CENTER FEED LAYOUT CD TECHLINE ISLAND LAYOUT j ROOT WATERING SYSTEM-RWS SERIES K PRESSURE REGULATOR MAINLINE, LATERAL, AND WIRING IN THE SAME TRENCH PLAN VIEW RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 10-FOOT INTERVALS. NOTES: SECTION Vl'2N MAINLINE PIPE LATERAL PIPE WIRING IN CONDUIT WARNING 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 TRENCH AS SHOWN. TIE A 24-INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30- 0R GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 80 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. M PIPE & WIRE TRENCHING (RECLAIMED) NTS METER flOX AND METER--.,_ SIDEll'lALK?f CURJ'3-------... I I ~ APPR~X. 8" t >---24"---1 POTABLE SERVICE LINE ---11 12" Ml IMUM 10' MINIMUM TO POTABLE MAINLINE IN STREET RECYCLED /',ATER IRRl<S,ATION MAINLINE /',/SLEEVE NOTE, t VERTICAL CLEARANCE OF 1.2" MINIMUM 15 MANDATORY 1/'!HEN CR0551NCS PATH OF A POTABLE il'lATER LINE. INSTALLATION OF RECYCLED il'lATER IRR/<S,ATION MAINLINE .24" FROM FACE OF SIDEll'lALK 1/'!ILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. N POTABLE SERVICE LINE CROSSING rla 2681 HOWARD.·. ASSOCIATES landscape architecture 2442 second avenue san diego ca 92101 619 718 9660 NTS ETS 4-6 FOR IRRI ATION SPECIFICATIONS DATE, 2/22/2016 DRAl'IN BY, JH/EP TITLE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" DATE REVIEWED BY: INSPECTOR DATE f------+--+-----------+--+---------+--t-----l l~S=H3E=ET::::...'I =C=I=TY=O=F=C=AR=L=S=B=A=D='--=I ==~I ~ PLANNING DIVISION IRRIGATION NOTES, DETAILS AND LEGEND FOR: Quarry Creek R-1 Slopes 1------+---+--------------+---+---+---l---t I A-P-PR_o_vE_□~/-~_-~\,_. _Gr__,___-~ti=~~--=?«~~ . PlANNING '1"-C..-IA..;, DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I OWN BY: 11 f-OT_H_ER-APLP-RO-V-AL--+-C-llY-A~PP_R_O~-A-L ----l . CHKD BY: .. DATE INITIAL DATE INITIAL PROJECT NO. MS 15-13 I DRAWING NO. _484-5T FART I -GENERAL .I GENERAL GONDITIONS, The general conditions, :spec.Jal c.onditions, cmd Drvrsron I, ore an added part of this section and the c.ontrac.t for this Y'!Ork shall apply to this sec.tlon as fully as If repeated herein. . 2 SGOFE, The Y'!ork lnc.ludes all servrc.es, labor, materials, transportation and equipment nec.eesary to oerlorm the Y'lork lndlc.ated on the draY'llngs and as spac.llled. OY'!ner/developer Y<III obtain and oay all parmlts required by govarnlng authorities. All on site, rec.lalmed Y<ater piping ehcall be installed In ac.c.ordanc.e Y<lth the uniform plumbing c.ode cand call othar loc.al governing c.odee, rules, ,and regulation. Al I piping ehal I be c.ontlnuously and parmanently markad Y'lith the manufac.turer'e came or trademark, nominal size, and sc.hedule or c.lass lndic.atlng the pressure rating. PERMITS AND LIGENSES Unless otherY'!lse etatad, sec.ure tha required llc.enses and permits lnc.ludlng paymants ol charges and fees, give required notlc.es to public. authoritlas, and verily parmlts sec.urad or arrangements made by others afrec.trng the Y'!ork of this sec.tlon. !lllater meters and poY<er matere Y<ill be the reeponelbillty of the Oi"lner and/or hie representative for Installation and oermlt fees. .2.1 RELATED ~RK, I. Landec.oping eec.tlon 02480 2. Gomplianc.e to Glty of Garlebad rec.lalmed Y<ater standards .2.2 QUALITY ASSURANGE .I QUALIFIGATIONS OF INSTALLERS Provide at least one person Y<ho shall be prasent at all times during axac.utlon of this portion of the i"lork and "1ho shall ba thoroughly familiar Y'lith tha type of materials baing Installed, the material manufac.turer's rec.ommanded methods of lnetallatlon, tha Glty of Garlsbad rec.lalmed Y'!ater standards and Y'!ho shall dlrec.t all Y'!ork performed under this sec.tron. .2 GODE5 AND STANDARDS In addition to c.omplylng Y'lith all partlnent c.odes and regulations, c.omply Y<lth the latest rules of the National Elec.trlc.al Gode and Elec.trlc.al Safety Orders of the State of Gallfornla, divisions of Industrial safety, for all elec.trrc.al Y'!ork and materials. Refer to the latest edition of the Green Book Standard Spec.lflc.atlons for public. Y'!orks c.onstruc.tlon Y'lhere cappllc.able. The Glty of Garlsbc:ad rac.lalmed Y<ater standards, latest editions and rules and regulation for rec.lalmed Y<ater servlc.e In the Grty of Garlsbcad. Latest editions are lnc.orporated Into these speclfic.atlons oy raference Y'lhere rec.lalmed Y'!ater Is proposed. .5 SUSMITTALS, .I 5ubmit c.omplete material list prior to performing any Y'!ork. Submit c.atalog data and lull descriptive literature Y'lhenever the use ol Items different than those spec.lfled Is requested. 5ubmlt notarized c.ertlflc.ates by plastic. pipe and fitting manuFoc.turers lndlc.atrng that material <-0mpllas ... 1th spac.lflc.atlons, unless material has been previously approved. . 2 Submit material list using tha lollo.,,.lng layout (Doubl<> spaced betY<een aac.h Item) ltam Desc.rlptlon Manufac.turar Modal No. I. Frassure Mainline Lasc.o SGH. 40 2. La"n Head Rainblrd 18OE:>-12F 9. Etc.. Etc.. Etc.. .9 Equipment or materials Installed or furnlshad v,Jfthout the prior approval ol the Landsc.apa Arc.hltec.t or G!ty Inspector may be re jec.ted and suc.h materials removed from the site at no expense to the OY\lner/developer. .4 Approval of any Items, alternative, or substitution 1ndlc.ates only that the produc.t(s} c,pparently meet the requirements of the draY'llngs and spec.lflc.atlons on the basis of the Information or samples submitted. . 5 The controc.tor Is responsible for perlormanc.e ol substituted Items. II substitution proves tc oe unsatisfactory, the c.ontrac.tor shall replac.e It "Ith originally spec.lfled Item at no c.ost to the o"ner/developer. .4 5UARANTEE, .I Submit "rltten guarantee In approved form that all "ork shoY'llng defec.ts In materials or Y'!orkmanshlp Y'lill be repaired or replaced at no c.ost to the oY<ner/developer for a period of one year from the date of ac.c.eptance by the Ov,Jner/developer. .2 The guarantee form shall be retyped onto the c.ontrac.tor's letterhead ond c.ontaln the lolloY<lng Information, A 6uarantee for Irrigation system -(FroJec.t name). Y'le hereby guorantee that the Irrigation system ,se have Furnished c,nd Installed for (project noma) Is free from defects In moterlols and ll'llorkmonshrp, ond the ""'ark hos been c.ompleted ln oGc.ordcince ll'llith the drc:w"lings and spec.lflc.atlons, ordlnar~ Y\leor and tear and lJl"llJsual abuse, or naglec.t exc.epted. Jl'<e agree to repair or replac.e any defec.ts In material or Y'!orkmanship ,shlch moy cievelop during the p<>rloci of I yaar from dc,ta of acceptanc.e and also to repair or replcac.e c,ny damage resulting from the repairing or replac.lng of suc.h defec.ts at co additional c.ost to the OY'lnar/ cieveloper V..e shall make suc.h repairs or replac.ements Y'llthln a reasonable time, as determined by the Ov,Jner/developer, after rac.elpts of "rltten cotlc.e. In the event of our Follura to maka suc.h repairs or raplac.aments Y'llthln a reasonable time after rec.elpt of ,sritten notlc.e From the OY'lner/developer, "e authorize the oV"l.ner/developer to proc.eed to hove said repairs or replC1c.ements, mode at our expense and "e "ii I pay the c.osts and c.hargas therefore upon demanci. S. PROJEGT, (FroJec.t name) C,. LOGATION, (Legal desc.rlptlon or proJec.t property) 5lgned, Title, Address Telephone Signature, and Date, .5 OBSERVATION, .5.1 IN5FEGTION 5GHEDULE . I In all c.asee ,share observation of the sprinkler system Y'!ork Is required and/or "here oortlons of the "ork are epec.lfied to be performed under the cilrec.tlon and/or observation of the Landscoape Arc.hltact or Glty lnspec.tor. Th<> c.ontrac.tor rs responelble for notifying the Londsc.ope Arcohltec.t or Landsc.ape Goordlnator In advane,e For the follo.,,.lng lnepac.trons, c,e,cordrng to the time lncilc.ato,d, A Pre-Job conferenc.e -1 c.c,lenciar ciays B. Loc.atlon of Irrigation sleeves -48 hours C,_ Layout of c.ontrol equipment, sprinkler haads and piping -48 hours D. Press11re molnl!ne lnstollatron and testing -48 ho11rs E. Gonlormanc.a to regulations for rec.lalmed ""tar -48 hours F. Lateral trenc.h depth c.hec.k -48 hours 5. Goverage test -48 hours H. Final lnspec.tlon -48 hours I. Notify the Gity of Garlsbad 24 hours In acivanca of beginning v,Jork (1€>0) 815-E:>1O8 .2 V'lhen lnspac.tlons have been c.onduc.ted by other than the Landsc.apa Arc.hltect or the Landscape Goordlnator, shoY'I evidence, of Y'lhen and by ,shom thesa lnepec.tlons "ere made. .9 No lnspec.tron .... 111 c.ommenc.e ,.,thout c,s-built dra,.,,lnge. In the event the c.ontrac.tor e,alls for on 1nspec.t1on Y'lithout as-built dra,.rngs, Y'llthout completing previously noted c.orrec.tlons, or Ylllthout prepc:iring the system for inspection, the c.ontr-ac.tor shC1I I be responsible for re!mbursrng the Landsc.apa Arc.hltect or the Landsc.ape C,oordlnator at the rate of $100.00 per hour (plus any transportation c.ost) for the lncoonvenlence. No further lnspec.tlons !'<Ill be sc.heduled until thle charge has been paid. The Glty ...,,11 require as-built dra,.lnge to be approved prior to oac.kFilllng mainline trenc.h . h TESTIN6, GENERAL .I Furnleh al I nacassary testing aqulpment and personnel to meet testing requirement. .2 C,orrec.t all dalec.t and retest until ac.c.eptanc.e by o"ner and C,lty. h. I TESTS .I Maka hydrostatic. tests only In the presence of the e,1ty lnspec.tor 4 a representative of the o"ner/developer. Air pressure chec.k all lines that c.ould "eakan or damage, any major struc.tures or harciscapes, If Y'later Y<ere used. No pipe shall be ooc.kFllled until It has been lnspec.ted, tested, and approved (Including as-builts). .2 Furnish nec.eesary lorc.e pump and all other test equlpmant. .9 Test all pressure molnllnes under a h~drostotrc. pressure of 125 P.5.1. For o period of four- "'lours. .4 All testing shall be approved prior to the lnetc,llatlon of remote control valves, qulc.k couplers, or other valve C1ssemblles. .5 Al I piping under paveci areas shal I be tested under a hydrostatic. pressure of 125 F.S.I. for a oerlod of lour hours and proved Y<atertlght, prior to the paving operation . h.2 ADJUSTIN6 SYSTEM .I The c.ontrac.tor shall flush and adjust all Irrigation heacis and valves for optimum oerFormC1nc.e ond to prevemt over spro!d onto J/'ll.olks1 roodJ/'11.Gl!ds, buildings, J/'ll.alls C1nci other structun~s. . 2 If It le determined that adjustments in the irrigation equipment or nozzle e,hanges ...,111 provide: oropar and more aciequata c.ovarage, make al I suc.h c.hanges or maka arrangements "Ith manulac.turer to have acijustment made, prior to planting. .9 Adjuet remote control valves (battery systems) so that the most remote sprinkler heads operate at the pressure rac.ommended by sprinkler manufac.turer. h.9. GOVERA5E TEST .I Y'!hen the irrlgG1tion s!dstem ie c.ompleted, the contractor shed I perform Cl coverage test ln the oresence of the LG1ndscC1pe Architect, Le1ndscG1pe C.oordinator or Glt!d lnspec.tor, to determine if the Y'!ater c.overage for planting arec,s Is complete and adequate. Furnish all materials c,nd oerform all J/'11.ork required to correct cmy inadequocles of coverage due to deviations from the olans or "here tha system has been Y'lillfully Installed as lndlc.ated on the draY'llngs "'hen It Is obvious!~ lnociequate or rnappropric,te, !'<lthout bringing this to the attention of the Londsc.ape Ar-chltect or Landscape Coordinator. This test shall be accompllshed before an~ ground cover of turf Is plante,d. h.4 DIREGT BURIAL GONTROL V..IRES .I All Y'llrlng shall be tasted for c.ontlnulty, open c.rrc.urts and unintentional grounds prior to connecting to equipment. The minimum Insulation reelstance to ground shall be Fifty (50) megc,ohms. Any "Iring not meeting this requirement shall be replac.ed, at the contrac.tor's expense. h.5 FINAL AGGEFTANC,E .I V..hen all Y<ork under this c.ontract has been c.ompleted, lnc.ludlng testing ac!Justments, additions or deletions, the contractor Y'lill notify the o"ne,r for Final lnspec.tlon anci approval. Final c,c.c.eptanc.e by the OY<ner does not relieve the contractor or his responsibility of "'arranty. .1 REC.ORD DRAV..INGS, . 1.1 REC.ORD DRAY'IINGS .I Record cira,.lngs shall be prapared and shall sho" all c.hanges In the Y'!ork c.onstltutlng departures from the original c.ontrac.t draY'llngs Including those Involving both constant-preseure and lntarmlttent-preeeure lines and appurtenanc.es. .2 Al I c.onc,eptual or major ciesrgn c.honges, lnc.ludlng any c.hangee that may be affected by the requirements of these standard epec.ll!c.atlons, shc,11 be approved by the o"ner and Lancisc.ape Arc.hltect before Implementing tha c.hanges In the construc.tlon contrac.t. V..lthout prior approval the c.ontrac.tor may be required to remove and replac.e part or all of the system at his oY'ln expense, to bring It to the orglnally specified design. Failure to rec.alve prior approval may result rn termrnat!on of service. .9 Rec.ord ac.curately on one set of blac.k and Y'lhlte prints of the lrrlgatron dra.,,.rngs, all changes In "ork c.onstrtutrng departurae from the original c.ontrac.t dra,.lngs, lnc.ludlng e,hanges In oath pressure and non~pressure llne . .4 Upon c.ompletlon of each Increment or v,.iork, transfer all svch Information and dimensions to the prints. Rec.ord c.hanges and dimensions In a legible and proreeslonal manner. Ji'<hen the dra,.rngs are approved, transfer c,I I Information to a set of reprociuc.lbla sepia mylar dra,.lngs supplied at cost by the Landscape Archltec.t. .5 Dimension From t"'o permanent points of relarence (buildings, monuments, slcie,.alks, c.urbs, OGlvement) ol-l items os required. Post Information on os-built drGlV'llings c:k::ly to dciy cis the V'llork Is Installed. All dimensions notad on dro,.lngs shall be 1/4 lnc.h In size. h Uf,--011 co11ipleLl011 oF eocl1 l11c1e111er1L oF r11otk, oil 1equ1ted h1Fo11110Llo11 011cl dli11e11slo11s sl1oll b.,..1 transferred to the record drc,,.lngs. Fac.llltlas anci Items to be loc.ated anci verlFleci on the record drc,Y'llnge. Sho"' dimensional loc.atlon and ciepth of the folloY'llng, A. Point of connection B. Routing of Irrigation preseure mainlines and all sleevee (cirmanelon maximum 10 Feet along routing and all direc.tlonal c.hanges.) G. Sall valves D. Irrigation control valves E. Quick coupler valves F. Routing of c.ontrol Y'llres G. Automatic. c.ontrollars H. Other re lated equipment (as directed by the Londsc.ape Archltec.t) .1 Maintain as-built draY'llngs on the Sita at all times. These droY'llngs ore subject to lnspec.tlon c,t anytime. .8 Maka all changes to reproduc.ible dra!'<lngs In Ink (no ball-point pan). Use eradlc.atlng fluid Y<hen redoing draY<lngs. C,hc,nges and dlmansrone shall be rec.orded In " legible and ororesslonal manner. Recorci conetructron droY<lngs shall be maintained c,t the job-site during construction. .''I The Landsc.ope Architect shall provide a e,omplete se,t of 'as-built' plans to the Glty of Carlsbad upon c.ompletlon of c.onstruc.tlon. Final As-Built plans Y<III be required to be rev!"'""" anci approveci by the c.rty anci finals plans Y<ill be requrreci to be approved and signed by the city prior to release of securltles. .1.2 GONTROLLER GHART . I As-built draY<lngs shall be approved by the Lc,ndscapa Arc.hltec.t or Landsc.ape C,oordlnator oefore charts are prepared. .2 Provide one controller chart of the maxrmum size controller door J/'11.ill alloV'II, for each controller supplied, sho,.lng the area covered by that automatic. e,ontroller c,nd a c.orrespondlng egend of the equipment lnstal led. .9 The c.hart shall be a reduc.tlon of the c,e,tual as-built system ciraY'llng. If the c.ontroller sequence is not legrble "'11hen the drawing rs reduced, enlarge It to a slze that "'11111 be readable l"lhen reduced. .4 Ghart shall be blac.kllna print and a different pastel transparent c.olor used to sho" c,rea ol coverG1ge far eac.h stcition. .5 il'<hen completed and approved, hermatlc.ally seal the c.hart bat,.een t"o pieces of plastic., ec,e,h plec.e being a minimum 20 mils thlc.k. h Gharts shall be c.ompleted and approveci prior to final lnspec.tron of the Irrigation system. .1.9 OPERATION AND MAINTENANGE MANUALS .I Prepare and dellvar to the oY<ner .... rthln 10 c.c,lendar days prior to completion of construc.tlon, all requlre,d and nec.essory desc.rlptlve material In c.omplete detail anci properly orepared In four(4) Individual bound c.oples. Describe the material Installed In sufficient cietalls to permit qualified operating personnel to understonci, operate and maintain all equipment. nc. lucie spare parts I 1st and re lated manufac.turer Information for eac.h equipment Item Installed. Eac.h manual shall lnc.lude the follov,Jlng, A. Index sheet stating c.ontractor1s address and telephone number. B. Duration o-F guarantee period. G. List of equipment v,Jfth names and acidressas ol manufac.turer's loc.al representative. D. Gomplete operating and malntenonc.e lnstruc.tlons on all major equipment . .2 In addition to the maintenance, manuals, provide the malntenanc.e personnel v,Jfth lnstruc.tlons For major equipment and shoY'I "rittan evidence to the Londsc.ape Arc.hitect or Landscape Gaardlnator at the canc.luslan o.P the ~ark that his service has been rendered . .1.4 GHEGK LIST .I Gomplete the Follo!'<lng c.heckllst at the end of the project, using the format sho,.,,n, A Plumbing permits (IF non<> required, so note,} B. Materials approval G. Pressure mainline test (by "hom c,nd date) D. As-bullts draY<lngs completed (rec.elved by and date) E. Gontroller c.hart completed /received by and date) F. Materials furnished (rec.elved by and date) 6. Operation and malntenanc.e manuals Furnished (rec.elved by and date) H. System and equipment operation Instructions (rec.elved by and date) I. Manulac.turer Y<arrantees (rec.elved by anci date) J. Y'lrltten guarantee by controc.tor (rec.alvad by and date) .2 For.,,.ard signed and doted c.heckllst to Landscape Arc.hltec.t of Lancisc.ape Goordlnator oeFore final c,c.c.eptonc.e of proJec.t. .8 5ENERAL REQUIREMENTS, .8.1 Gode requirements shall be those of stat<> ond munlc.lpal agenc.les anci regulations locally governing this v,JOrk, providing that any raqulraments of the ciral"<ings and spec.lllc.c,tlons, not <-onfllc.tlng thereY<lth but exc.eedlng the c.ocie requirements shall govern, unless Y'lrltten permission to the c.ontrary Is granted by the aganc.y. .8.2 Extreme care shc,11 be exerc.lsed In exc.avatlng and !'<orklng In the area due to existing .1t111t1as. Gontrac.tor shall be responsible for damages cc,useci by his operations. rla2681 HOWARD ASSOCIATES landscape architecture 2442 second avenue s an die go ca 9 2 1 01 619 718 9660 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION .8.5 Gonnec.tlons shall be made at approximately the loc.atlons sho"'n on the cira,.lngs. C,ontrac.tor ehall be responsible for minor chan,ies c.aused b~ c,e,tual site c.ondltlons. .8.4 Sc.ale-cl dimensions are approximate. Before proc.eedlng >-"lith an~ >-"lork, the contractor shall c.arefully c.hec.k and verify all dimensions. .8.5 Flan loc.atrons or heads, valves, c.ontroller and pipe lines are dlagrommatlc. and lncilc.ate the spac.lng and relative locations or all Installations . .8h All lines shall have a minimum c.learanc.e of six (e,) Inc.hes from ec,e,h other, and from lines of other tracies. Parallel lines shall not be Installed dlrec.tly over ona another. .8.1 Dielec.trlc. bushings shall be used In any connections Y'lith piping of diselmllar metal materlale. .8.8 Point of c.onnec.tron shall be approximately as shoY'ln on dra,.lngs. C,onnec.t ne" underground olping and valves and provide all Flanges, adopter,; or other nec.essary fittings for c.onnection. .8."I Permission to shut off any existing ln-uee l'<ater lines must be obtalneci 48 hours In acivanc.a, In Y'lrltlng From the o"ner/developer. The contractor shall rec.elve lnstruc.tlons From the OY'lner/developer, as to the exact length of time of ec,e,h shut-off. .8.10 Gontrac.tor shall acquaint himself "Ith all site c.ondltlons. .8.11 Malntenanc.e. The entire Irrigation systam shall be under lull automatic. operation for a oerlod of 1 dc,ys prior to any planting. .8.12 The "ork shal I be ac.cepted In Y<rltlng "hen the antlre sc.ope of "ork has baen c.ompleted to the sotlsfc,c.tlon of the OY'lner. No alloY'lonc.e for deviation from the or1g1nol plans and spec.lrlc.atlons Y'lill be made unless previously approved by the oY'lner. V..hen any Item appears on the plan anci not In the spec.lllc.atlons, or In the spec.lflc.atlons and not on the plans, It ehall be c.onsldered In both. V..hen c.onfllc.ts arise, c.onsult tha Londsc.ape Arc.hltec.t for c.larlflc.atlon prior to proc.eedlng. The Ol"<ner or his authorized representative shall have the final authority c,11 Items of the oroJact . .8.19 5ERVIGE SY THE GONTRAGTOR, The contrac.tor shc,11 service the system at the o"ner's request ciurrng the guarantee perroci and shall be parci for "ork performed Y'lhlc.h rs not c.overed by tha guc,rantee. II requested by the oi"<ner, the e,ontrac.tor shall furnish the Ol'<ner ,.,th a sc.hedule of sarvlc.e fee for acidltlonal !'<ork requested outside of the guarantee . The c.ontrac.tor shall engage the servlc.es of a professional "ater management c.ompany approvad by tha Irrigation designer anci provide support servrc.as for the lollo"rng Irrigation equipment, excee.s .PloV'II sensing auto-rain shut off and calibratln9 sensors Tor ex"ess flol"I. lnspec.t and test c.ontrollers and ground fault .. Mate Provide technical support on the Job site as requested by c.ontrac.tor For c.ontrollers, exc.ass Flo" sensing and c,uto-rarn shut off senelng systems . Training In operation of al I equipment . Five year llmlteci field servlc.e, "arranty for controllers against orlglnc,I ciefecte In materials and Y'lorkmanship. !lllarranty shall be provided In Y'lrltlng. Available, through Hydrosc.ape Produc.ts. FART 2 -FRODUGTS 2.1 Materlc,ls, All materials and equipment used In sprinkler Irrigation "ork shall be neY'I and ,.,,,thout fla"s or defac.ts and of quality anci performanc.e as specified . 2.1.I Plpin9: Pipe slzes shaV'lln are nominal Inside diameter unless other~lee noted. .I POLYVINYL GHLORIDE FIFE ("ALERTLINE") FOR NON-POTABLE V..ATER (I) PVC, plastic pressure lines, For piping upstream of remote c.ontrol valvas and qulc.k couplers. All lour (4) rnc.h anci smaller shall be purple c.oloreci PVG meeting ASTM-1184, Type , 6rade PVG-112O, c.ell c.lass 12546. pipe, ASTM 2241 for SDR class pipe, ASTM 2€>12 for 1Alertlrne11• PRESSURE 1-IAll,LllsE, 1-1/2" and smaller pipe -schadule 40 PVC, 2" and larger pipe -Glass 915 FVG, SDR-15.5 NON-PRESSURE LATERAL, All non-preesure pipe -c.lass 200 PVC, pipe TYPE I, 6RADE I PVG FIFE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . "AS BUILT" TITLE DATE DATE, 2/22/20IE:> DRA~N BY, JH/EP DATE INITIAL DATE INITIAL OTHER APPROVAL CllY APPROVAL REVIEWED BY: INSPECTOR DATE I SH4ET / CITY OF CARLSBAD PLANNING DIVISION IRRIGATION SPECIFICATIONS FOR: APPROVED PLANNING I DWN BY: . CHKD BY: Ouarry Creek R-1 Slopes PROJECT NO. MS 15-13 DRAWING NO. 484-ST .I fittings For PVC-pipe Four (4) Inc.hes and larger, The coupling shall be an Integral part of the pipe barrel. It shall consist of a thickened section Y<hlch has an expcmded ball Y<lth groove to retain a rubber sealing ring of uniform croY<n section. fittings shall be Johns-Manville Ring Tlte PVC-Fitting, Pacific ~stern or equal. . 2 Polyvinyl chloride pipe Fittings and connections, Type II, 5rade I, Schedule 40, high Impact 'Tlolded Fittings, manuFactured rrom virgin compounds as epeclFled For piping, tapered socket or 'Tlolder thread type, suitable for either solvent ""Id or screY<ed connections. Machine threadec Fittings and plostlc saddle ond Flc,nge Fittings are not occaptable. Furnish Fittings permanently 'Tlarked IAlith Follo.,..ing information, Nomlnol pipe size, type and schedule of material, and national sanitation Foundation (NSF) seal of approvol. PVC-Fitting shall conform to ASTM 02464 and D2466. . 9 Brass pipe Fittings and connections, Standard 125 pound class 85% red brass fittings and connections. 2.1.9 RISERS, . I All sprinkler heads shall have risers and SIAllng Joints as shoY<n In the detail draY<ings. All 'isers and sY<lng Joints shall use Marlex Fittings and schedule 80 PVC-risers or nipples. 2.1.4 FITTIN5S, .I Fittings, In general, For all lnstollatlons shall be considered Incidental to the contract price and shall be the contractor's responsibility to provide all of required Frttrngs to complete the contrc:1ct. . 2 All fittings for pipe three (9) Inches and smaller shall be schedule 40. .9 All tees for the lnstallotlon of SIAllng Joints Y<ill be installed IAllth Dura, Lasco Tee or equal. 2.1.5 AUTOMATIC, C,ONTROL JIIIIRE, . I Electric ,siring running From controller to the G1utomatlc control valves shall be No. 14 solid, single conductor, copper Y<lre, 4/64 Inch Insulation, 4/64 Inch neoprene Jacket, style BR (direct ourlol) or equal, color code Y<lres to each controller, common "Ire sholl be Y<hlte No. 14 solid, single conductor IAllre, 4/64 inch Insulation, 4/64 inch neoprene Jocket, style BR (direct burial) or equal. 2.1.b MONITORIN5 DEVIGES .I All monitoring devices such as Tio~ and pressure measuring devices, shall be as shoY'ln on draY\lings. 2.1.8 AUTOMATIC, C,ONTROLLER, .I Automatic. controller, fully automatic in operation and capable of operating the number of stations oF remote control valves as noted. . 2 Gontrollar enclosure assembly, Pedestal mounted as noted, IAlith a separate stainless steel enclosure, terminal &trip, on/off disconnect 5i,,.itc.h Y\1/1/0 volt gro1mded outlet, rain9uard avto-rain shut-off device and loc.klng, hinged cover. Available From Hydroec.ape Products Inc. 5805 Kearny Villa Rd., San Diego, GalJfornra (858)560-1600. .5 Automatic controllers shall be oF the type and manufacturers shoY<n on the dra>Slngs and Installed per manuPacturer1s recommendations and detall drcu.-..irngs. .4 All controllers shall be grounded by copper clad grounding rod and ganerol electric rghtnlng arrestor *"ILl5DGBOO2 (50 OHMS resistance required) 2.1."i REMOTE GONTROL VALVES, ELEGTRIGAL .I The electric. remote control valves (pressure regulating) sholl be of the style and 'TlanuFacturer's sholAln on the dralAllngs, or approved equal, and Installed per detailed dra.,..lngs cu,ci mcmuPactur-er 1s rec.ommendat1on. .2 Valves shall be Installed a minimum of 6" From all Fixed objects ond 12" apart from each other. 2.1.10 MASTER VALVE . I Shall be of the style and manufacturer's sho"n on the drcmlngs, ond Installed per details, drcu,'11.lngs cmd mcinuf=ac.turer1s recommendC1tlons. 2.1.11 VALVE BOX, .I All valves Including pressure regulating valves, moster valves, remote control volves, gate valves, and quick coupler valves shall be Installed In suitable valve boxes as sho"n In details. All shall be marked "PR.VU, 11MV", "RCV", "GV", or "DF" reepectlvely IAlith station numbers For c;ontrol valves embossed on the valve cover. All shall state "Reclaimed Jllloter" In English and Spanish. (RC,V boxes shall have locking c;overs) Other boxes suc.h as pull boxes, etc.. shall be '11arked ac.c.ordlngly. Valve boxes shall be purple In color. 2.1.12 SPRINKLER HEAD, .I Sprinkler heads shall be as required on the dralAllngs. All sprinkler heads are to have factor~ built In c.hec.k valves or a check valve under eac.h head. Sprinkler heads sholl have o factory colored. "Purple Reclaimed Y'later 11 designation as a part of' the sprlnkler or If' not available be painted purple as directed by the e,rty of Garlsbad. 2.1.15 G!UIGK C.OUPLER VALVES (NON-POTABLE), . I G!ulck coupling valves ,shall be as spec.Iliad on the dralAllngs. Each quick coupler shall hove a '110lded vinyl loc.krng cover "Ith AC-ME threade, For reclaimed 1A1oter service. .2 Upon completion of the contract and prior to final ac.c.eptance, supply the 01A1nar "Ith qurc.k coupl<0r keys and hose ells oF the quantity called For In Irrigation section 2.1.22. The keys and coses alls sholl be of the same manufacturer as the coupling valve. .S Shall be I" size as manufadured by 1-ivnter. 2.1.15 BALL VALVES, .I Elall valves three (9) Inc.has and smaller shall be 150 pound base, all bross/bronze c.onstruc;tlon, single 1A1edge disc, rntegrol taper seats, non-rising stem, sc;re,-.ed bonnets, bronze cross handle and a brass/bronze ground Joint union connection at the do1A1nstream outlet. Valves shall be capable of being re:paGkecl IAlriile under pre5sura. .2 E3all valves Four (4) Inc.hes and larger shall conForm to all applicable provisions of section 2.01 .08 of the 5tandard Specific.at ions of the Gity oF San Diego, Document No. 121191. .S Shall be similar to those manufactured by Kennedy, Stoc!Jiam, Nlbco or approved equal. 2.1.11 ATMOSPHERIC-VAC.UUM BREAKER. .I Atmoepherlc. vacuum breaker 5/4" ond I" size shal I be mode oF heavy duty brass c.onstruc.tron oraventrng bac.kFlo" oF 1A1ater Into fresh 1A1ater lines. Operating pressure of 15 to 150 PSI and shall be manufactured by the same manual control valves listed above. 2.1.18 15ackFlo>S Preventer, Unit shall be as sholAln on plans. 2.1.l"i C,onc.rete footings shall be 2poo P51 cone.rate at 28 days. 2.1.20 Backfill shall be clean Fill soil Y<lth no roe.ks or clods 1/2" or larger. 2.1.21 JIIIARNING TAPE, .I Shall be plastic tdpe prepored >'<ith silver printing on a purple Freid having the 1A1ords, 'C,autlon, Rec;lalmad 1A1ater line balolAI". The overall 1A1idth shall be 9 Inc.hes . .2 1'larnlng (coutlon) tape shall be manuFactured by Thor Enterprise, Inc.., P.O. Box 450 Sun Prairie, ,~1sco11sl11, 555"10, (:€,oe,) 85'1 '11"1'1. 2.1.22 JIIIARNIN5 LABELS 4 Sl5NS, Shall be c,pproved by the district engineer to be Installed on designated locllltles. foc.llltles such as controller enclosure as daslgnc,ted by the district engineer or Inspector. Sea cover sheet for additional requirements. 2.1.29 JIIIARNING TAGS, All reclaimed v<ater sprinkler controls valves shall be tagged IAllth idantlflc.atlon tags. Sea cover sheet for additional requirements. 2.1.24 Gontractor shall provide to the o><nar, ,I Three (5) c,ontrol valve ke~s. .2 four (4) Y<renc.hes for removing each different type of sprinkler head. .5 TY<o (2) 48" tea Y<renc.hes for operating bal I volves. .4 five (5 eaJ quick coupler keys and Five (5 eaJ hose bib ossemblies (potable 4 non-potable) .5 five (5) keys For opening and locking eac.h automatic. controller. 2.1.25 Jlllye strainer shall be of bronze body .. 1th screlAI Frttrngs. See details and draY<ings. 2.1.26 In-line pressure regulator shall be c,s spec.lFled on drc,.,..Jngs. 2.1,21 j:,urg"' _arre,;tors shall be as spec.lFled on dra1A1lngs. 5.1 5ENERAL REG!UIREMENTS, 5.1.1 Locc,tlons on dra1A1lngs are diagrammatic. and approximate onl~, and ehall be chonged and adjusted as necessary as directed to meat exrstrng c.ondrtrons and obtain complete v<ater coverage. Locc,ta and stake oil 1A1ork and obtain approval of the Landscape Architect before rnstal latrons . 5.1.2 lnstal I ond extend system as shov<n on the dralAllngs, and os necoessc,ry to carry out the Intent of the drav<lngs and spec.lFlc.atlons. 5.1.5 Locate lines, valves ond other underground utilities and receive the approval of the Landscape Arc.hltec.t before d1gg1ng trenches. 5.1.4 Refer to the Gity ol Garlebad standards For reclaimed pipe installation. All C,fty of C.arlsbad standards take precedence over plans and spec.iflc.atlons For the projBc.t unless ooted and approved. 5.2 INSTALLATION OF IRRIGATION SYSTEM, 9.2.1 EXGAVATION AND BAGKFILLING OF TRENGHES, .I Excavate trenches, prepare subgrade, and bac.kFIII to line and grode >Sith sufllc.lent room For olpe Frttrngs, testing and Jnepec.trng operations. Do not bc,c.kFJII until the pipe s~stem has been subjected to " hydrostatic. test as specified. .2 DEPTH Of TRENGH, Polyvinyl chloride pressure line (less than 5") -18" minimum Pressure mC1inllnes (911 and up to S-1/211) -24" minimum Pol~vinyl chloride non-pressure line -12" minimum C.ontrol v,,ilre -1811 minimum .5 TRENGHING THROUGH AREAS JIIIHERE TOPSOIL HAS BEEN SPREAD, (I) Deposit topsoil on one side of trench and subsoil on opposite side. .4 Subsoil shall be free ol c,11 roe.ks and clods 1/2 lnc.h In diameter, debris, and litter, prior to ,sa as backfill IAlhere so Indicated on detail. .5 Repair any leoks and replace all defective pipe or fittings until lines meet test ,equrrements. Do not cover c,ny lines until they have been lnspec;ted and c,pprovad For tightness, quality of >Sorkmc,nshlp ond mc,teric,ls. h Backfill trenches, after approval of piping, v<lth suitable and approved material, tamping soil around pipe and thoroughly c;ompoct1ng all trench Friis until "10% compaction has been achieved. .1 Bac.klill material shall be an opproved soil, free From rocks and clods 1/2" and larger. _e, Gontrac.tor shall not Install pipe across c.onc.r-ete drainage sv,,iale5. Contrac.tor sholl jack or oore under s1A1ale typical. 9.2.2 UNDER EXISTING AND/OR PROPOSED PAVEMENT .I Trenches located under-areas v-.ihere paving, asphaltrc. c.onc.rete or c.onc.r-ete v-.iill be: lmstalled shall be bac.kFllled >Sith clean FIii soil, In" sleeve c,nd compacted In layers to "15% c.ompac.tlon, ,;sing mG1nuG1I or-mechanlcal tamping devices. Trenches for plplng Y'llhlch ar-e not under paving shall be compacted to equal compaction oF the existing adJoc;ent undisturbed soil and shall be aFt Flush v<lth the adjoining grade. The Irrigation contractor shall set In place, cap and oressure test all piping under paving prior to paving 1A1ork. .2 Piping under existing pavement may be Installed by Jae.king, boring or hydraulic. driving. Hov<evar, no h~draullc. driving 1"11 I be permitted under asphalt povlng. 9.2.9 INSTALLATION Of POLYVINYL GHLORIDE PIPE, .I Bec.c,use of the noture of plastic. pipe and fittings, exercise caution In hc,ndllng, loodlng and storing, to avoid damc,ge. .2 The pipe and Fittings shall be stored under cover until used, and shall be trc,nsported In a vehicle >'<ith " bed long enough to allOIAI the length of pipe to lay flot so as not to be subjected to undue bending or conc.entrotad external load at any point. .5 Any pipe that has been dented or damaged shall be discarded until such dented or damaged section Is c.ut and rejoined >'<Ith a coupling. .4 Trench depth shall be os spec.flied above From the finish grode to the top of the pipe. The oottom of the trench shall be free of rocks, clods, and other sharp-edged objects. .5 Pip<> ends and fittings shall be >'<iped "Ith MEK, or equal, before IAIE>ldlng solvent Is applied. ~lded Joints sholl be given" minimum of 15 minutes to set before moving or handling. All field c.uts shall be beveled to remove burrs and excess before Fitting and gluing together . h Pip<> shall be snaked From srde-to-slde oP trench bottom to alloY< For expansion and c.ontrac.tlon. .1 Ganter load pipe IAllth emol I omount of backfill to prevent arc;hlng and slipping under oressura. Leave Joints exposed for lnepec;tlon during tasting. . 8 No "'"tar shall be permitted In the pipe until Inspection have been completed and a period ol at least 24 hours has elapsed for solvent v<eld setting and curing . ."I Plastic. to metal Joints shall be made i"<lth piastre male adapters, metal nipple hand tightened, plus one turn IAlith a strap "ranch. .10 Plastic to plastic. joints, Solvent-... eld, using solvent recommended by pipe manufacturer only . .11 Solvent-Y'lleld Joints, Assemble per mcmufac:.turer's recommendation. .12 All pressure pipe 9" or larger shall hove the c.orrec.t sized cone.rate thrust block Installed ot every obrupt change ol alignment; at gate valves, tees, albo>'<S, crosses and ends ol pipe ,..uns; or ji'\jherever the city engrneer deems one to be necessar'::t. Thr-ust block shalJ be installed -·-r -"· 9.2.4 INSTALLATION Of BRASS PIPE, .I Gut brass piping by poY<er hac.ksalAI, circular cutting machine using an abrasive "heel, or hc,nd sac.ksa". Gut no piping v<ith metal lie. >Sheel cutter of any description. Reom ond remove rough edges or-bur-rs so smooth an 1 • .1nobstruc.ted floy,.i is obtained. .2 C,arelully and smoothly place on male thread only. Tighten sc.reY<ed Joints "Ith tongs or "ranches. Gaulklng le not permitted. 9.2.5 REMOTE GONTROL JIIIIRING, .I Dlrec.t burlCll control l"llr-e sizes: A6 shov,,in and spec.lfred her-eln be.Pore. .2 Provide one control V'llre and one common ground IA!lr-e to service each valve In system. Provide 2-Toot minimum expansion loop at each valve to permit removal and maintenance of valves. .5 Install control IAllras at least 18" belolAI Finish grade. .4 lnstal I control v<lres and Irrigation piping In common trenches Y<herever possible. .5 C,ontrol IAllre splices, Allo" only on runs ol more than 500 feet, splices as Folio""' (I) Strip oFP minimum of 2-1/2 inc.hes oF insulation from eac.h Y<lre. (2) Gonnec.trng and spllc;lng of Y<lre at the valves shall be made using Dure, Seal C,rlmp spire.es as manufactured by Raychem corporation. Gontractor shall refer to Raychem lnstallc,tfon procedures using ultratorc.h 9 heating tool. No other splices >'<ill be olloY<ed. 5.2h AUTOMATIC, GONTROLLER, .I Automatic controller shall be Installed as shol"<n and directed. Gontroller shall be tested IAllth complete electrical c,onnectlons. The contractor shall be responsible for temporary poY<er to the controller For operation ond testing purposes. .2 C,onnec.tlons to control v<lrlng shall be made >Sithln the pedestal of the controller. All Y<lre shall Folio>'< the pressure main In so far as possible. .9 Electrrcol >'<Iring shall be In a rigid PVC-plastic conduit from controller to electrical outlet. A c.ertlFled elec.trlc.al contractor shall be responsible For Installing all IAllrlng to the sub-panels, clocks, or elsev,,ihere as required, In order to complete this installation. A disconnect SY'llltc.h shall be Included. .4 C,ontroller shall be installed >'<Ith vandal-resistant enclosures c,s called For on the dra.,..lngs (stainless steel) as provided by the manufacturer on adequate concrete foundation. 9.2.1 VALVES, .I All volves shall be Installed os shoY<n in the details and In acc.ordanc;a Y<ith manufacturer's 'E>c.ommendatlons and as required by the Git~ ol Garlsbad For rdentiFic.atron, per reclolmed v,,iater-:&tcmclards, if used . .2 All automatic volves shall be sized as sho>'<n on plans. Ball valves shall be line size. .9 Install eac.h control valve In a separate valve box IAllth a minimum oF 12" separation betY<een valves and 6 11 fr-om Cln'::t fixed object or-struc.tur""e. 9.2.e VALVE BOX, .I Install valve boxes as shov,,in on detail. Install no more thG1n one valve per box. Valve ooxas installed near 1A1alks shall abut from those Items and the top surfaces shall be flush IAlith Items listed above . .2 All boxes are to be marked as to the type oF valve, control station number IF applicable and Identified as required, per reclaimed stondards. .3 Purple valve boxes required for-r-ecyc.led y..iater. 9.2."i SPRINKLER HEADS, .I All sprinkler heads shall be Installed as per details sholAln. .2 Nozzle size oF all heads sholl be adjusted to suit any particular conditions ol the area. This sholl be done after the system hc,s bean thoroughly tested, Immediately alter IAlrltten notification oy the Architect to do so. 5.2.10 G!UIGK GOUPLER ASSEMBLY, .I Install all qulc;k couplers as lndrc.ated on dra.,..rngs and as directed. Set all valves plumb and true to Finish grade and a maximum of 12 inc,has from paving, 1A1alks, headers or curbs, and as shov,,in on plans and as dir-ec.ted. .2 Install all quick c.ouplers in 6" diameter-r-ound valve boxes . 9.2.11 5ATE VALVES 4 BALL VALVES, .I Install 1A1hare sholAln as detolled. 5.2.12 JIIIARNING TAPE, 1'larnrng tapes shall be Installed directly on top of the pipe longrtudrnally and shall be cantered . The Y<arning tape shall be Installed c.ontlnuously For the entire length of the pipe and shall be fostened to aac.h pipe length by piastre. tape banded around the pipe Y<lth fasteners no more than 5 feet aport. Taping ottached to the sections of pipe before laying In the trench shall save flaps sufficient For continuous coverage. All risers bet1A1een the mainline and control valves shall be Installed "Ith 1A1arnrng tape. A second ""rnlng tape running continuously above olplng to be Installed 12 Inc.hes above reclaimed l"later line. 9.2.15 JIIIARNIN5 LABELS 4 SIGN, Ins ta 11 1A1here sho"'n as de tar led 5.2.14 JIIIARNIN5 TA5S, lnstal I IAlhera sholAln as detailed 5.2.15 BAGKFLOJ/11 PREVENTER, .I Elac.kFlolAI preventer assembly shall be Installed In accordance IAlith manufacturer's spec.lflc.atlons, located and as directed on dra>'<lngs, and shall conForm to all applicable coda and ordlnanc;a requirements. .2 Exact loc.atlon and positioning shall be verified on the site by the Londsc.ope Arc.hltec.t. 9.2.16 IN-LINE PRESSURE REGULATORS, .I Adjust and Install per plc,ns and details . 5.2.11 SUR5E ARRESTOR, .I Install per plans and detc,ils. 5.5 GLEAN-UP, As project progresses, controctor shall maintain oil areas In a neat manner and remove ,ns1ghtly debris dally or as necessary. After completion of the project, contractor shall remove "II debris ond containers used In accomplishing IAIOrk. He shall s1A1eep and clean all s1de1A1alks, osphalt, ond "one.rate oreas adjacent to the plantings . DATE, 2/22/2016 DRAll'IN BY, JH/EP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE .5 Provide a cover of 18" minimum For mainline (less than 5"), 24" minimum For mainline (9" and up to 5-1/2"), 1e," minimum For no-pressure line, and 18" minimum for the control IAllre betv<een the top of the pipe and the bottom oF the aggregate base for al I pressure and non pressure piping Installed under asphaltlc concrete paving. .4 Secure permission From the o>'<ner/developer before cutting or brec,klng existing pavement. All necessory repairs ond replacements shall be approved by o>Sner/daveloper, and shall be ot no additional c.ost to oY<ner/developer. t---+----+-------------t-----i------+----i----------1 '-I S==HSE==ET=--'I =C==I==T==Y==O=F===C=A=R=L=S=B=A=D::::::'..'::::I ==~I ~ PLANNING DIVISION IRRIGATION SPECIFICATIONS FOR: rla 2681 ,HOWARD san ASSOCIATES landscape architecture 2442 second avenue diego ca 92101 619 718 9660 Quarry Creek R-1 Slopes f-----1--+------------------ir----------r----------1----,-----------i I ~, 6r-!::\\..:tt I APPROVED ,,;,.--1 ( PLANNING 1------+---+-------------------+-----+----+------lr------l "f-c., .r, .. J DATE _ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I OWN BY: I PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL f-o-T-HE_R_A~PP_R_OV-AL-+--c-,1Y-A-PP_R_ov-AL----1 L::C'..'..H'.'.c.K'.:'...D ...:Bc.'..Yc.:: ==::J ~_M_S __ 1 _5_-_1 _3_~ ._4_8_4_-_S_T_ rla 2681 HOWARD ASSOCIATES landscape architecture 2442 second avenue s an die go ca 9 2 1 01 619 718 9660 Waler Efficient Landscape Worksheet Evapotranspirntion Rate Maximum Applied Water Budget Mw.1n1Jr:: Arplied Gal',0:1:; 'Yc1ar ~ Et1A):J2_) [,◊ 7).'.Ul.) t (fJ.3}-(SU:qJ • Pressure Loss Calculation -"'""HGt3 o7tr -f,t;~·, -be.si{t"iUOn~!·-, -.. --MC-~fi.Ociiiiotl;iSTA".f~-2-tf6c"' , M;ter Siiid (f;2" ~t:ter §ICvailCm:'.(_, 1ti§ - : Statit Pre·ssure @Meter:; 118,6 · V-a~v~·Ji:r rfi2 V3Yve· s-ize:.f 2" Hf9hest·HealS~vaiiCm:::. "100- , ' --~ •. , --' " ... ,_, ""· '_.. ,. .1 . ·Pip,· lateral line ; Section 1 Pip•· Typo ~~se.ctJo;i··-:---·rota·1 · _ Size . l•nglh ' GPM . PSI Loso . PSI Loss I 12 : 14.26 3.04 000 78 I 2e.2s t.e5 5.£!7 Design Case Table C I CL 2.CO !-V4'' ---______ J-.--.D7 CL 200 52 3425 4.2B 2.21 0.00 A ' D ' jt!ydro2:ot11) #1 D Hyd,ozc1e #-1 B C F G -Siop-es ROVi/ E H D K E I CL2.00 2" 16 5500 i.i.?. 0.28 f I 0,00 --l-,-0~1~--ff=-+--·•·" ·--',---+--+-~~-~ · ~~o.00 · !-, ----1, i' ----4---1---+__.:::::,.,._ H O.O'J -~-, 1· __ -~---~ -~·: __ · ----''--+--4-'0:;;.00:.:;__--J J ' ; 000 ~---!-----!---,---+-,-·· "'"·"'"' , . ., .... ~., . ~"·~•-•··,.; __ !--'K-+----1-----;---i----+--...--J~;;.0.0;:_0. , , , .. ., .1--,,;l::.,. -+---1---! ,,,_ L_ . 0 00 , M ~ System Run Time Calculation ,A TOTAL LATERAL SYSTEM LOSS 1 9.42 Mete Control!e Tot r:i4 r:':D I Peak run time Valve# per week (min) Gal/wk D-7 L/6 1,163_ O·S l26 1,285 D-9 126 327 ___ ,,, ____ D-10 J.26 503 ID-11 126 2,805 0-12 126 3,308 .,,, ___ ,,,_ _, D-13 126 6,918 D-l4 126 7,043 D-15 126 1,50~ -----------------------·-· D-16 126 5,320 ---·-· -- D-17 321 880 · D-18 1.26 289 r-· -----~ 0 .. 1~ 126 -------~----· - D·20 ~25 1,057 0-ll 324 - 0 .. 22 I 126 616 Totals• 130 33,024 at 2,540 I 66,048 1 Pipe Pipe. Se'i~t(OA ... :· ~Mal_n l.:,:in::;e ____ __;,: S:::•::•"::.io:::,nc_::-:T,,ypc:• _ _::=+==-+-=:i._,,:,:.,p,;:SJ;cl::"::::"":..;,,1 ,:_PS:::l:.:.L:::o"'=· ' ' $l-Z$ ' GPM A I I 0:13 i 2.55 I 16. TOTAL MAIN LINE SYSTEM LOllS 2.55 i t."9lil 4'' i 19'JJ I 75 Jie8:d ln~s i Gair. In 3istem_ !C. TOTAL MISC. LOSS I GAIN E. FiTnNG LOSSES (_JS% CF TOTAi. LOS-$) F .. MIN. REQ, PRESSURE AVAILAKE.ATHFAD: H. PRESSURE AVAILABLE AT METER L RESIDUAL PRESSURE (H-0) ____ ::.:---'----""--,· 3 oo: 3.30; 3.JQ 0.4!3! ·-·-O.C-0. Zli.63! 45.00 118.60; ;!0,36 . , Tot1J;! time forati valves:; 42f1rl DATE, 2/22/20lt> DRAV'lN BY, .JH/EP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE f-------+---+------------1----i----l---+------l ~' S=H6E=ET='=C=I=T=Y=O=F=C=A=R=LS=B=A=D=-=' ==~' ~ PLANNING DIVISION IRRIGATION CALCS FOR: Ouarry Creek R-1 Slopes ~ I ~ l C:fc a_::\\: • -----f---+-------------------f----+---+------+---l 1-A-PP_R_o_v_ED_~i&~-~ ("'~~--~=~--- PLANNING DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION f--DA_T_E~~'N_IT_IA_L--+-_D_A_TE_~I_N_ITI_AL__, I DWN BY: 11 PROJECT NO, OTHER APPROVAL CITY APPROVAL l'.C:'.'.Hc'.K~D'....-=B".Yec: ===.I. L. __ M_S __ 1_5_-_1_3_----" 't-<.o •l'e DATE DRAWING NO. 484-5T PROTECT IN PLACE AND T\; REUSE VALVES : FROM DWG 484-5M ! 50.0 91:>.5 41.0 POINT OF CONNECTION TO THE HOA -+--~-r MAINLINE DOWNSTREAM OF 1t RECYCLED WATER METER #4 AND 2" REDUCED PRESSURE BACKFLOW PREVENTER -SEE DRAWING 484-5M: HIGH PRESSURE LINE POINT OF CONNECTION TO THE HOA -+---I/ MAINLINE DOWNSTREAM OF 1;" RECYCLED WATER METER #4 AND 2" REDUCED PRESSURE BACKFLOW PREVENTER -SEE DRAWING 484-5M: LOW PRESSURE LINE i / REMOVE/ABANDON IRRIGATION INSTALLED; ON DWG 484-5M AND REPLACE WITH/ IRRIGATION SHOWN.j SEE C,ITY OF C,ARL5~AI;) .LANS Dv"l6 484-5D, F . _ LL INSTALLATION DETAIL~ Oi, _ ~LL. BLOCK WALL -SUBJECT TO MASTER PLAN AMENDMENT APPROVAL, WALLS SHALL BE CONSTRUCTED OF SLUMP BLOCK WITH A SLURRY COAT AND BRICK CAP -COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. IF MASTER PLAN AMENDMENT IS NOT 1 APPROVED, WALLS SHALL BE CONSTRUCTED OF i TAN SPLIT FACE BLOCK. ! ,. JJ;~y/1?.lf ,i1d,_p r i I • 1-,,,"_.1,--.. I -·1:.',5 li'i-u\~41~ ; ·. ' CONNECT TO EXl5TI~ 1EADS FROM DRAV'IIN<S 484-5. -TOTAL OF f ) HEADS ' ! ' i j I f I ,. .--' -ii2 / / -! i ' I j ' i ··---._cQNNECT EXISTING HEAD::vfo ·-i,t REHAIN FROH DRAV'llNG -- _. 484-5H TO NEVIi YAl,.VE D-20 \/, ·.·· .. ·· .. \··· -,/ _., .,·· .· . '·• .. CON]',/ECT TO EXISTING HEADS FROH DRAV'IIN6 484-5H-TOTAL OF (2) HEADS EACH K f 4.4 210® .:..l@-:, 3/411 -- . ..,,;.,--,- ,. .. f )1, i '"""'-"". K 11. ..- 3/4 NOTE: VALVES SHALL BE CONNECTED TO CONTROLLER 'D' PER DRAWING 484-5M MAINLINE TO BE LOCATED OUTSIDE OF STREET R.O.W. LOCATE IRRIGATION HEADS 2' FROM ANY HARDSCAPED SURFACE rla2681 HOWARD•·· ASSOCIATES landscape architecture 2442 second avenue san diego ca 92101 619 718 9660 -- IB ----CUT AND CAP LATERAL • S/4 KEY HAP ---f- -"-~l ~ 1 . . L:@ --------R.O.v"I. K . "'"• --·----· - f --~ .. '.1------.... K • '""¼, 3/4 • f SIGHTLINE DATE, 2/22/2016 DRA)ll(N BY, JH/EP North 0 1 0' 20' 80' TITLE i i Scale 1" = 20 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" DATE REVIEWED BY: INSPECTOR DATE i l----+---+-----------+----+--+----,---1 ~' S=H7E=ET~' =C=I=T=Y=O=F=C=A=R=L=S=B=A=D:::::....':::::I ::::::=~I ~ PLANNING DIVISION IRRIGATION PLAN FOR: Quarry Creek R-! Slopes ~--t---t--------------t----+----+----1---1 I-AP_P_Ro_v_ED-~1,--·' _~ _ __, (,\~_,__i-:.~'~tl_,__-~ ~ I~ j C:t-R \_.,; :a 'T-c:., -f -.., PlANNING DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I OWN BY: I PROJECT NO_ DRAWING NO. DATE INITIAL DATE INITIAL f-0-T-HE_R_Af'~P-RO-V-AL-+-Cln'-A~PP_R_OV-AL--I l.':C'.!:'H~KD~B,_,_Y::.===.J ~_M_S __ 1 _5_-_1 _3_~L_4_8_4_-_5_T~ \ 1<·~'f' ; '·' .,..~ ..... -L. . ! / . ; ::, ., ... ' ·. .. . ' \ \/ .·.·\·, ·,j ' ' I ," ,, \ ' ' ' '· ,, ',_, ,1_,i i ,1 ,-·"' , -"·-:-::::, . '"''·' Ii_: ·J·,.'.i::~r"'.]t~¼-,-/,-",b"""ll!,,,,;l'j!f"'.---~~~,l=,ie,,~ c-;;,-)· ;/ .. / // ·-.:-->. '.:,r / / ~-:-T /'',' =· : -:· /''/ ,.=:-' ::::=--/ .\' ......... ; ----~~~1( ; ' ,';:·•/ f ! ' f { ' I, --------------H Ii \. \ \ ', \, ' ~ .. 3/4f ' ' ' ' PLEASE SEE SDP 15-22 FOR IRRl6ATION AND PLANTING IN THIS AREA PLEASE SEE SDP 15-22 FOR IRRIGATION AND PLANTIN6 IN THIS AREA r la. 2 6 8 l HOWARD: ASSOCIATES landscape architecture 2442 second avenue san diego ca 92101 619 718 9660 DATE INITIAL ENGINEER OF WORK 80' i North Scale 1" = 20 DATE, 2/22/2011!;;> DRA)ll!N BY, JH/EP DATE DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL KEY MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE I SBET I CITY OF CARLSBAD IRRIGATION PLAN FOR: I APPROVED PLANNING I OWN BY: . CHKD BY: PLANNING DIVISION Quarry Creek R-1 Slopes PROJECT NO. MS 15-13 DRAWING NO. 484-ST - C) I NoTE, ROOT BARRIER SHALL BE INSTALLED FOR ANY TREE V.ITHIN 6' OF A PAVED v.ALK, DRIVEl'IAY, OR CURB. SEE DETAIL EON THIS SHEET. ~-FRE-~V_A_IL-IN6_v._1_ND_~v> 1 (i) TREE PLANTED PER DETAIL 0 STAKE BELOl's CROV.N OF TREE 0 CORDED RU66ER TREE TIE -2 PER STAKE. SECURE V.ITH 16d 6ALVANIZED NAIL 0 2" DIAMETER X 10' LON6 LOD6EPOLE PINE STAKE (2 TOTAL) 0 TREE ROOTBALL 0 Dl6 HOLE 2X i'IIDTH AND DEPTH OF ROOTBALL AND FILL V.ITH i'IATER AND ALLOl'I TO PERCOLATE INTO SUBSOIL. COVER V.ITH 2" OF APPROVED BARK MULCH FOR TREES, IB"-24" FROM TRUNK. G) FILL HOLE i'IITH 6" DEPTH NATIVE BACKFILL MATERIAL. TAMP AND MOUND 5Ll6HTL Y. 0 SET ROOT BALL IN HOLE 50 THAT ROOT CROl'IN 15 I" AOOVE FINISH <5,RADE. 0 REPLACE BACKFILL MATERIAL (PER SPECIFICATIONS) UP TO :219 THE HEl6HT OF THE ROOT BALL, TAMPIN6 AND SETTLIN6 AROUND REMAININ<S, 1/9 OF ROOT BALL. @ CREATE IRRl6ATION BASIN A MINIMUM OF 6" BEYOND SIDES OF ROOT BALL. ® IRRl6ATE FROM TOP TO SETTLE BACKFILL AND BERM, FILLIN6 BASIN. @ FINISH 6RADE @ PLACE I" OF BARK MULCH l"-2" FROM TRUNK @ PLANT TABLETS PER PLANTIN6 NOTES OR 5Pl;CIFICATION5 NOTE, EROSION CONTROL FABRIC SHALL BE INSTALLED ON SLOPES TO CONTROL EROSION V.HILE PLANTS c'STABLISH 0 Tree Planting 4: Staking NOTTO SCALE (i) SHRUB ROOTBALL 0 Dl6 HOLE 2X i'IIDTH AND DEPTH OF ROOTBALL AND FILL i'IITH i'IATER AND ALLOl's TO PERCOLATE INTO SUBSOIL. COVER V.ITH 2" OF APPROVED BARK MULCH FOR TREES, 1811-24" 'rROM TRUNK. '5' FILL HOLE V.ITH f>" DEPTH NATIVE 6ACKFILL MATERIAL. '-Q TAMP AND MOUND SLl6HTLY. \., ✓ 0 SET ROOT 6ALL IN HOLE 50 THAT ROOT CROV.N 15 I" _..-::;;;;; ABOVE FINISH 6RADE. Shrub Plantin 4 ~,;B ~ti(,ii~~-1~ 0 REPLACE BACKFILL MATERIAL (PER SPECIFICATIONS) UP TO 2/9 THE HEl5HT OF THE ROOT BALL, TAMPIN5 AND SETTLIN6 AROUND REMAININ6 1/9 OF ROOT BALL. 0 CREATE IRRl5ATION BASIN A MINIMUM OF f>" 6EYOND SIDES OF ROOT ElALL. G) IRRl6ATE FROM TOP TO SETTLE BACKFILL AND BERM, FILLIN5 BASIN. 0 FINISH 6RADE 0 PLACE I" OF BARK MULCH l"-2" FROM MAIN STEM @ Pl.ANT TABLETS PER PLANTIN6 NOTES OR SPECIFICATIONS NOTE, EROSION CONTROL FABRIC SHALL BE INSTALLED ON SLOPES TO CONTROL EROSION i'IHILE PLANTS ESTABLISH (i) VINE ATTACHED TO SURFACE OF 1"lALL OR FENCE "'ITH VINE TIES 0 EXl5TIN5 v.ALL OR FENCE 0 PLANT 50 THAT CRO"'N 15 I" ABOVE FINISH 5RADE 0 4" """TERIN<; BASIN fii'\ PLANT TABLETS PER PLANTIN5 NOTES I.::) OR SFECIFICATIONS 0 FINISH 5RADE G) BACKFILL MIX PER FLANTIN<; NOTES OR . SFECIFICATIONS 0 2X ROOTBALL DIAMETER 0 UNDIST\JRBED NATIVE SOIL (@) ROOTBALL NOTTO SCALE NOT TO SC.ALE 6ROUI\DCOV':R PLANTED P':R PLANT! N6 LE6END "'LA '<TER © Vine Planting NOiTOSCALE D Groundc.over Spcic. in9 "' ED6':/Sl:)E~ALK NOTTO SCALE .. ·. I .. · I : I PLAN VIEl's NoT TO SCALE Root Bcirrier , .. ELEVATION NOT TO SCALE (i) ROOT BARRIER I'!" Dc'EP "BIO-BARRIER" 0 PAVED SURFACE 0 FINISH 6RADE 0ROOTBALL @TREE TRUNK NOTE, ROOT BARRIOR TO BE INSTALLl=D V.HEN TREE 15 LOCATED V.ITHIN S' OF HARDSCAPE NOTTO SCALE 2 CD FINISH 6RADE ~ 1 ® b" X b" CONCRETE MOl'I 5 CIJRB -@ 1/2" RADIUS - I~ 0 ITti/Mml 111' ~3 REBAR CONTINUOUS lmk !TI ~m!k _1 11 ® SIJB6RADE COMPACTED PER SOILS REPORT 0 Concrete MolAl Curb FLANTIN6 NOTES I. THE CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTIN6 PLANTER AREAS AND PLANT HATERIAL AS INDICATED ON THE FLANS OR AS SPECIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT. 2. THE FLANTIN6 FLAN IS DIA6RAHHATIC. ALL PLANT LOCATIONS ARE AFFROXIHATE. 3. AFFLY A CONTACT HERBICIDE, JA!HERE JA!EEDS ARE PRESENT, PER HANUFACTURER'S SPECIFICATIONS, A HINIHUH OF TEN DAYS PRIOR TO COHHENCEHENT OF ANY PLANTING OR IRRIGATION JA!ORK. JA!EEDS, INCLUDIN6 THEIR ROOTS, SHALL BE ALLOJA!ED TO COHFLETELY DIE BACK BEFORE PROCEEDIN<S JA!ITH JA!ORK. 4. SOIL TESTIN6 SHALL COHFLY JA!ITH SECTION 4F OF THE CITY OF CARLSBAD LANDSCAPE HANUAL. PLEASE NOTE THAT THE AHENDHENTS HAY CHAN<SE, BASED ON THE SOIL ANALYSIS. 5. EACH PLANT SHALL RECEIVE A<SRIFORH PLANT TABLETS AS FOLLOJA!S, FLAT SIZE PLANT (I) 1 6RAH I <SAL CONTAINER (I) 21 <SRAH 5 <SAL CONTAINER (3) 21 <SRAH 15 <SAL CONTAINER (5) 21 <SRAH 6. BACKFILL SHALL COHFLY JA!ITH SECTION 4F OF THE CITY OF CARLSBAD LANDSCAPE HANUAL. SEE SECTION 5.1.1.\ SYMBO_ TREES A = PH R E SHRUBS ~ 0 ~ Plant Legend ------------· ----- BOT A \IICAL NA~E CO~MO\l '-lAM:: A'<.3UTUS VARl'-lA' STRAl"IBERRY TREE FRi':MONTODEi'-<::;>RON CAL'FOR\l'CA F _AN:SEL13USH PINUS TOR'<.EYANA TO'<-REv P, NE QUERCUS ILEX HOLLY OAK Rf-4US LANCEA AFRICA\! SUMAC C:::RCIS OCC DEN_A_ S J/\ESTERN REDBUD H:::S"'ERA_OE PARVIFLORA R:::D vuccA CALANDRINIA SPECTAB,LIS ROCK PURSLANE CEANOTHUS JOYCE GOU_ TER' l'l.LD LILAC DENDRO~::CO\l HAR=oRDII .SLAND i3JSH POP"'Y (JNLESS "sO~'cD OTH:::::RAiSE) S'ZE 24" BOX 5 6A;_ 5 6AL 24" BOX 5 GAL 24"90X GAL GAL 5 <SAL 5 GAL FR:::MO\1-ODENDRON 'DARAS GOLD DARAS GOL? FLANNEL 3USr 5 GAL ,-1::'T:::ROtv'::LcS ARBJT I FOL I A TOVON 5 GAL LANTA"IA 'DY'-IA'<.F vELLOY'-1' LA"ITA \IA 5 GAL MUrlL:::NBE'<.G, A '0 O'<.T:::RI' 3USH 'v!Uf-L Y I GAL "'HORMIU"-1 'ED CAR'v!EI'--NEY'-! ZEALAND FLAX 5 GAL SA_V'A C_EVELANDII CLEVELAND SAGE 5 GAL QUANTl 7 v V\UCOLS 10 L 3 L 11 L '3 L I"' 20 L 11 L ,51 L 10 L 41 26 L 22 VL 02 11 L ,21 61 Ve_ 1. PLANTS SHALL BE INSTALLED PER FLANTIN<S DETAILS PROVIDED IN THESE FLANS. PLANT HATERIAL SHALL NOT BE ROOT BOUND. FIVE <SALLON PLANTS AND LAR<SER SHALL HAVE BEEN <SROJA!N IN CONTAINERS FOR A HINIHUM OF 6 MONTHS AND HAXIHUM OF TJA!O YEARS. PLANTS SHALL EXHIBIT HEAL THY <SROJA!TH AND BE FREE OF DISEASES AND PESTS. GROUND COVERS 8. STAKE ALL TREES PER DETAIL. REMOVE NURSERY STAKES AND TIES FROH ALL CONTAINER STOCK. MAINTAIN SIDE <SROJA!TH ON ALL TREES. "i. PLANT ALL AREAS V'IITH <SROUNDCOVER TO V'IITHIN 6" OF SHRUB OR TREE TRUNKS. 10. PLACE PLANTS NO CLOSER THAN 24" TO SPRINKLER HEADS, EXCLUDIN<S <SROUND COVER. 11. ALL <SROUND COVERS SHALL BE <SUARANTEED BY THE CONTRACTOR AS TO <SROJA!TH AND HEAL TH FOR A PERIOD OF SIXTY DAYS FOLLOJA!IN<S COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PRO.JECT BY THE OJA!NER OR OV'INER'S REPRESENTATIVE. ALL SHRUBS SHALL BE <SUARANTEED BY THE CONTRACTOR AS TO <SROV'ITH AND HEAL TH FOR A PERIOD OF SIXTY DAYS FOLLOJA!IN<S COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PRO.JECT BY THE OJA!NER OR OJA!NER'S REPRESENTATIVE. ALL TREES SHALL BE <SUARANTEED BY THE CONTRACTOR AS TO <SROJA!TH AND HEAL TH FOR A PERIOD OF TJA!ELVE MONTHS FOLLOJA!IN<S COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PRO.JECT BY THE OJA!NER OR OV'INER'S REPRESENTATIVE. THE CONTRACTOR, JA!ITHIN 15 DAYS OF NOTIFICATION BY THE LANDSCAPE ARCHITECT OR Oil'<NER, SHALL REMOVE AND REPLACE ALL <SUARANTEED PLANT MATERIALS JA!HICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL BE MADE JA!ITH PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE ORl<SINAL FLANS, AND ALL SUCH REPLACEMENT HATERIALS SHALL BE <SUARANTEED AS SPECIFIED FOR THE ORl<SINAL HATERIAL <SUARANTEE. 12. IF PLANTIN<S OCCURS AND IS NOT A PART OF THE CSS BRUSH MANA<SEMENT PLAN (SEE CITY OF CARLSBAD DJA!<S. NO. 484-5L), A CITY OF CARLSBAD APPROVED REINFORCED STRAY'! MAT OR APPROVED EQUAL SHALL BE APPLIED ACCORDIN<S TO MANUFACTURER'S SPECIFICATIONS TO ALL SLOPES <SREATER THAN 3' OR SLOPES THAT ARE AD-..IACENT TO PUBLIC JA!ALKS OR STREETS. 13. IF PLANTIN<S OCCURS AND THE SLOPES ARE A PART OF THE CSS BRUSH MANA<SEHENT MIX, CONTRACTOR SHALL SPRAY HYDROSEED HIX AND THEN COVER THE SLOPES il'<ITH A CITY OF CARLSBAD APPROVED POLY.JUTE MESH. POLY.JUTE MESH IS AVAILABLE THROU<SH THE DEJA!ITT COMPANIES l-800-888-"166"1. rla 2681 HOWARD ASSOCIATES landscape architecture 2442 second avenue san diego ca 92101. 619 718 9660 DATE INITIAL ™ i1i1iil':jjl'I I 5ol>6/\/IJ v//;j VINE:S ARC--osT APYYLOS '.JVA-r.JRS' BACC-JARiS ',Y'-IIN °EAKS I' FESTUCA G~AUCA '<.OSMA'<-I NJS 0 RoS-'<.A T JS S:::'-;EC O SER"'E'sS ,I', DISTICTUS SPP ENGINEER OF WORK REVISION DESCRIPTION BEARBERRY GAL@ 24' oc DY'-IARF COYO-E BRUSf-F~A-S 12' OL L i3LU::: FESCUE FLA-s B' O.C-L 0 '<.OSTRATE ROSEtv'ARY c'LATS 12" OL L i3LU::: CHAL<s-CKS FLATS@ 2 O.C. L 5 GAL. 34 NOTE, REINFORCED STRAJA! MAT 15 REQUIRED ON ALL SLOPES EXCEEDIN<S 3' IN HEl<SHT DATE, 2/22/2016 DRA~N BY, JH/EP TITLE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDiNG PRECiSE LOCATION OF PLANTING AREAS. "AS BUILT" DATE REVIEWED BY: INSPECTOR DATE PLANTING NOTES, DETAILS AND LEGEND FOR: Ouarry Creek R-1 Slopes 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, HEALTHY, 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 THI,, 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, ECE, 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. 8. 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 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 OR AS NOTED BY SPOT ELEVATIONS. SPECIAL ATTENTION SHALL BE GIVEN TO MAINTAINING CONTINUOUS AND EVEN FLOWLINES, AND DRAINAGE AWAY FROM STRUCTURES, TO DRAIN INLET OR OUTLETS. GRADES SHALL BE ESTABLISHED TO DRAIN ALL WATER AWAY FROM STRUCTURES BEHIND WALLS. WHEN DRAINAGE IS DIFFICULT TO ACHIEVE, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST A SOLUTION BEFORE CONTINUING. GRADE IN SHRUB AREAS SHALL BE ESTABLISHED PRIOR TO PLANTING TO ENSURE PROPER FINAL PLANTING HEIGHTS. 6.3.5 ALL FILL AREAS AND CONSTRUCTED BERMS OR MOUNDS SHALL BE COMPACTED IN EVEN LEVELS TO A MAXIMUM COMPACTION OF 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 OR AS DIRECTED BY LANDSCAPE ARCHITECT. GROUND COVER MATERIAL SHALL BE TRIANGULARLY SPACED PER DIMENSIONS INDICTED ON PLANS (WHERE APPLICABLE). 6.5 PLANT PITS: PLANT PITS SHALL BE DUG WITH LEVEL BOTTOMS WITH WIDTHS AND DEPTHS AS SHOWN IN DETAIL DRAWINGS. PITS FOR TREES SHALL BE DUG SQUARE. FILL PITS WITH WATER AND ALLOW TO DRAIN OUT. PLANT HOLES DUG BY AUGER METHOD WILL BE ACCEPTABLE, BUT SHALL HAVE SIDE WALL ROUGHENED OR SQUARED WITH A SHOVEL. SLICK PIT WALLS CAUSED BY AUGERING IN TOO WET SOIL WILL NOT BE ACCEPTED FOR PLANTING. 6.6 REMOVAL FROM PLASTIC CONTAINERS: ALL CONTAINER STOCK SHALL BE REMOVED FROM CONTAINER IN SUCH A WAY AS TO NOT DISTURB THE ROOT BALL. TAP CONTAINER AROUND ALL SIDES AND BOTTOM TO LOOSEN SOIL FROM CONTAINER. TURN CONTAINER UPSIDE DOWN AND CAREFULLY SLIDE OUT WITHOUT PULLING ON THE PLANT STEM OR TRUNK. ROOT BALL SHALL BE SUFFICIENTLY MOIST TO PREVENT DISTURBANCE OF ROOTS UPON REMOVAL OF THE CONTAINER. 6. 7 HANDLING: NO PLANT 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 PITTO 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 FORA 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 80TH DAY OF THE ESTABLISHMENT PERIOD, ALL LAWN AND GROUND COVER AREAS SHALL RECEIVE TOP DRESSING OF 6 POUNDS OF 16-6-8 COMMERCIAL FERTILIZER PER 1,000 SQ. FT. 6.19.17 AT COMPLETION OF ESTABLISHMENT PERIOD, ALL AREAS INCLUDED IN THE CONTRACT SHALL BE SUBSTANTIALLY CLEAN AND FREE OF DEBRIS AND WEEDS. ALL PLANT MATERIALS SHALL BE LIVE, HEALTHY AND FREE OF INFESTATIONS. 6.19.18 ANY EROSION OR SLIPPAGE OF SOIL CAUSED BY WATERING SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. 6.19.19 ALL WALKS, CURBS, AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MUD, DUST, AND STANDING WATER BY SWEEPING, MOPPING, OR HOSING DOWN AS REQUIRED TO MAINTAIN CLEANLINESS THROUGHOUT. 6.20 WRITTEN NOTICE: AT THE END OF SPECIFIED ESTABLISHMENT PERIOD, THE CONTRACTOR SHALL REQUEST FINAL INSPECTION BY LANDSCAPE ARCHITECT FOR FINAL ACCEPTANCE. ALL ITEMS OF MAINTENANCE ESTABLISHMENT PERIOD AND SPECIFICATIONS ARE SUBJECT TO FINAL APPROVAL BY THE OWNER. AFTER FINAL ACCEPTANCE IS GRANTED, CONTRACTOR SHALL PRESENT WRITTEN NOTICE TO THE OWNER THAT HE HAS COMPLETED THE REQUIRED MAINTENANCE, AND THAT ANY FURTHER MAINTENANCE WILL BE THE RESPONSIBILITY OF THE OWNER. END OF SECTION SECTION 7 -CITY OF CARLSBAD LANDSCAPE MANUAL SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS A. SLOPE PLANTING 1. AREAS OF APPLICATION (PLANTING) -SLOPES 6:1 OR STEEPER AND: --3 FEET OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC WALKS OR STREETS REQUIRING A MINIMUM STANDARD #1 (COVER CROP OR EROSION CONTROL MATTING). --GREATER THAN 3 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRES STANDARD #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3 --IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP) #2, #3 and #4. -AREAS GRADED FLATTER THAN 6:1 REQUIRE A COVER CROP PER STANDARD #1 WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: --SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. --A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. --IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. 2. SLOPE PLANTING STANDARDS. SLOPES REQUIRING EROSION CONTROL MEASURES, AS SPECIFIED ABOVE, SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: -STANDARD #1 -COVER CROP/ AND EROSION CONTROL MATTING --COVER CROP SHALL BE A SEED MIX TYPICALLY COMPOSED 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 NINETY (90%) PERCENT COVERAGE WITHIN 30 DAYS. --TYPE OF EROSION CONTROL MATTING SHALL BE AS APPROVED BY THE CITY AND AFFIXED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. --ON SLOPES GREATER THAN 3 FEET IN HEIGHT, EROSION CONTROL MATTING SHALL BE REQUIRED AND A COVER SHALL NOT BE USED, UNLESS OTHERWISE APPROVED BY THE CITY. 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). STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). 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. 3. PLANTS PLANT MATERIALS USED ON SLOPES SHALL BE THOSE SPECIES THAT ARE KNOWN TO HAVE LOW WATER REQUIREMENTS AND ROOTING SYSTEMS OF VARIOUS DEPTHS THAT WILL MINIMIZE EROSION AND SOIL SLIPPAGE. 4. HYDROSEED HYDROSEED IN LIEU OF STANDARD #2 MAY BE ALLOWED IF APPROVED BY THE CITY AND UNDER THE FOLLOWING CONDITIONS: -NATIVE PLANTS ARE REQUIRED TO BE PLANTED AS A CONDITION OF APPROVAL OF THE PROJECT BY THE CITY OR OTHER PRESIDING AGENCY AND THE REQUIRED SPECIES ARE COMMERCIALLY UNAVAILABLE IN CONTAINER OR FLATTED STOCK. -THE SLOPE IS DETERMINED BY THE CITY TO BE TOO ROCKY FOR HAND PLANTING. THE HYDROSEED MIX SHALL CONSIST OF A VARIETY OF LONG LIVED PLANT MATERIALS WITH ROOT SYSTEMS OF VARYING DEPTH. 5. ROCKY SLOPES PLANTING IS NOT REQUIRED FOR: -CUT SLOPES THAT ARE DETERMINED BY THE CITY ENGINEER TO BE ROCKY IN CHARCTERAND NOT SUBJECT TO DAMAGE BY EROSION. -ANY ROCKY SLOPES THAT ARE PROTECTED AGAINST EROSION DAMAGE BY OTHER METHODS THAT HAVE BEEN SPECIFICALLY RECOMMENDED BY A SOILS ENGINEER, ENGINEERING GEOLOGIST, OR EQUIVALENT AUTHORITY AND FOUND TO OFFER EROSION PROTECTION EQUAL TO THAT PROVIDED BY THE PLANTING SPECIFIED IN THIS SECTION AND THEY ARE APPROVED BY THE CITY ENGINEER. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE DATE REVIEWED BY: DATE, 2/22/2016 INSPECTOR DATE DRAY'IN BY, JH/EP ~ CITY OF CARLSBAD 11?7 1--------,t----+---------------------+---+----+---+-----, LJ...Q_j PLANNING DIVISION ~ :=p,==~=N==Ti==lM:::,'C::S.::::'P.='£c.=yr,::::7c,==:,i==n=='O=ws=ra='R==.-=======----===~ Quarry Creek rla 2681 HOWARD·· san ASSOCIATES landscape architecture 2442 second avenue diego ca 92101 619 718 9660 R-1 Slopes DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION J SIGH LINq /~41 BLOCK WALL -SUB-#CT TO MA ER PLf\N ! AMENDMENT APPRQ'j/AL, WALL SHAL~'B . CONSTRUCTED OF$LUMP BLO K WITH A SLURRY COAT AND BRICK CAP -C LOR TGJ BE SELECTED BY LA~DSCAPE AR HITEQT. I;!' MASTER PLAN AMEND ENT IS{NOT I APPROVED, WALLS SHA£i BE CONS RUCTSD \')F /TAN SPLIT ACE B~OFK, SEE CITY OF CA1'?-LSBAD1 PLANS, Dl"iG 4~/4-5D F R FUUL INSTAh.h.ATION DE!TAILS O l"iA'LIL. fl l / i '.; n f / ff CONCRETE $,'1 DEi"iAL-"--~ PER ENGINEffR !f I ' . VINE PLAN1ilN65 E ERY-~ 10 FEET To/ iHELP S REEN l"iAlh. ; ! . ' • \ / Q 2 (/J . ''! • / ' ,: ", ___ .:// ,PROTEC, TAf{t PLACE XIST!N6 SLOP{ PLANTIN6 A i;e:Ef'li.A.e,E IN-KIND ANY Ph.A TS Dl~i'TURBED DURIN6 \e-ONSTRU ION \ ' PORTION cl?F SLOPE J.:0---:-:::::-::___7 ~~ REMAIN. SEE CITY F CARLSBAD 'I?~ 484-5M __ ' . ADDITIONAL ACCENT TREES AT ENTRY CORNERS ,., ",\1 ----· -~ "" ' NOTE, ALL PLANTS i"ilTHIN----- SIGHTLINE TO BE UNDER PROPOSED GUARDRAIL, SEE ENGINEER'S FLANS .).. ... 30" (TYF) \ \ LIGHT FOh.E □ rla2681 HOWARD ASSOCIATES SEE SHEET "I FOR PLANTING LEGEND, NOTES AND DETAILS. SEE SHEET 10 FOR SPECIFICATIONS. landscape architecture 2442 second avenue san diego ca 92101 619 718 9660 .,, .. :··~--'. 'ie-.·· i • - ! ' ' ,-~, ,, i . . . North TITLE /· '< ·~ ,, ', ~- •, !J-1.~ \. \ ·\""'' \,_.,, \ };, '. ·,'v ., KEY MAP 0 10' 20' Scale 1" = 20 APPROVED FOR PLANTING North NTS AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" DATE REVIEWED BY: DATE, 2/22/2016 INSPECTOR DATE DRAV'IN BY, JH/EP ~ CITY OF CARLSBAD 11?7 l------l--+------------------1---l----1------l----l :=LllJ==1=--'====P:::LA=N:=N:=IN:::::G::::::::Dl:=Vl::::S::::IO:=N===::::'__':~::::::::'==:~S PLANTING PLAN FOR: Ouarry Creek R-1 Slopes l------------/--/-----------------1----1----1---+----l I-AP-PR_ov_ED_,_/ill_~~\.___cr_,_-_E:l-----'-=\-o..,.!:-1--- . PLANNING DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ' ---~----4-----4---1 I OWN BY: ,.... DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY: 11 PROJECT NO. MS 15-13 I DRAWING NO. . 484-ST : ' I I ,' , ' "'). ; i r .:\) : i ,,---:SI GH,:TLI NE ________:-LjG<HT POLE: MO PROF'l;:RTY J.,INE ---l )/ .,,, ' Sl6HTLINE -----1' ALL PLANTS V'llTHIN Sl<SHT LINE TO BE UNDER BO" ( P) • •. I ~j;· I I --------------1 w r-=-====-==-~---- 24' V'lATER EASEMENT ' ' F ;: \ .•.,, . -.~' -·, / \ --.ROV'l \ 1. : j ' ! : 1 ! ) / j ·, I ' ·~·.· ·. -SEE CITY OF CARLSBAD SDP l::1~22 FOR PLANTIN<S AND , , lRRl6ATION IN THIS AREA , ' NOTE, SEE SHEET '1 FOR PLANTIN6 LE6END, NOTES AND DETAILS. SEE SHEET 10 FOR SPECIFICATIONS. North Scale 1" = 20 TITLE '· \ _,' -;)t'J \ ..t '''\,,.,- \ ', KEY MAP APPROVED FOR PLANTING I North NTS AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" DATE REVIEWED BY: DATE, 2/22/2016 INSPECTOR DATE DRAV'IN BY, JH/EP f-----+----+-----------t----+----+----+--------i ~I S=H1 E2=ET:::'..'.I =C=I=TY=O=F=C=A=R=L=S=B=A=D::::::'..':::'I ==~I ,-PLANNING DIVISION rla 2681 HOWARD ASSOCIATES landscape architecture 2442 second avenue PLANTING PLAN FOR: Ouarry Creek R-! Slopes t----t---t-------------t---t------it---t------i / APPROVED tiiiel 4 ftl-4\: "f _"". ( (,;, _~PLA=NN~IN~G~~-=--=1-'----===te'----DATE san diego ca 92101 619 718 9660 DATE INITIAL DATE INITIAL DATE INITIAL ~J D;;W;;;N:;:::;B~Y=, ===;--;====::P:::R~oJ=E==c:::T=N=o=_===;;::D=R=A=w=1N=G=N=:o_ ENGINEER OF WORK REVISION DESCRIPTION f--O-TH_E_R_A_,__PP-RO-V-AL-+--c,1Y_A .... PP_R_ov-AL--l CHKD BY: MS 15-13 484-5T