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HomeMy WebLinkAboutDWG 443-3L; CUP 260C; PALOMAR TRANSFER STATION; 01-14LANDSCAPE PLANS PREPARED FOR: PALOMAR TRANSFER CENTER CARLSBAD, CALIFORNIA REGl'.CbEP t:IAIER NOTES, I. ALL HORI<: 5HALL ee DONE IN AC.C.OR.DANC.e IAIITH THe C.ARL$BAD MUNICIPAL HATeR Dl$TRIC.T'S "C.AR.L$BAD Rl:C,LAMATION RULES 4 R.EOOLATIONS FOR C.ON$TR.IJC,TION OF RECYCLED HATeR HAINS' DATeD OCTOBER 1"1'1;5,, 2. DRINKING FOUNTAINS SHALL BE PF<OTeC.TED FR.OM SPAAY OF R.eC.YC.LeD HATER. BEST MANA$EMENT PR.Ac.TIC.ES SHALL BE U$ED TO MINIMIZE RECYCLED HATER ENCROACHMENT ON PUBLIC. FACILITIES SUCH AS PICNIC. TABLES, 1300'5 PLAY<SR.OUNDS, SAND TOT LOT$, ETC.. ;5,, 6EST MANAGEMENT PAACTICES SHALL 61: USED TO 1:LIMINATI: OR G-ONTROL TO THE 6EST EXTENT POSSIBLE PONDING, RUN-OFF, OVERSPAAY, AND MISTING. 4. HOSE 6l6S ARE STRICTLY PROHIBITl:D. !S. ON SIT!: C.ROSS-GONNECTIONS BETHEEN REC,YCLED HATER LINES AND POTABLE HATER LINES ARE STRICTLY PROHIBITED. 6. NO SU6STITUTION OF PIPING MATl:RIALS HILL BE AL.L.OHED HITHOUT PRIOR APPROVAL. BY THE CARLS6AD MUNICIPAL HATEI'!. DISTRICT. 1. ALL ONSITE PIPES SHALL HAVE! HARNING TAPE PE1'!. CARLSBAD MUNICIPAL HATE1'!. DISTRICT'S RULES AND REt$ULATIONS. *e,, TiiE IRRIGATION SYSTEMS SHALL 61! RUN 61:THEEN THE HOURS OF 10,00 PM AND 6,00 AM THE FOLLOHIN<S MORNING, SPOT IRRl<SATION G-OULD BE DONE AT A DIFFERENT TIMe HITH GUALIFIED SUPEF1.VISION PEF1.SONNEL ON SITE. . 'I. PF1.0VIDE A MINIMUM OF AT LEAST le> INCHES 01" COVEF1. OVEF1. ALL. HIF1.ING AND PIPING. AND RE5\JLATION5. 10. NON-DESIGNATED USE AREA:> SHALL 6E PROTECTED FROM CONTACT HITH REC,YCLED HATER, HHETHEF1. 6Y HIND6LOHN SPRAY 01'1. 6Y DIRECT APPLICATION THROLl<SH IRRl<SATION OR OTiiER U5E. LACK 01" PROTECTION, V'IHETHEF1. BY DESIGN, G-ONSTRUCTION PAACTICE, OR SYSTEM OPERATION 15 STF1.ICTLY PROHIBITED. II. IRRl6ATION HEADS SHALL 61: RELOCATl:D 01'1. AD..J1.ISTED TO PREVENT OVERSPRAYING 51DEHALKS, STREETS AND NON-DESl6NATED USE AREAS. 12. RECYCLED HATER QUICK COUPLING VALVES SHALL BE OF A TYPE DE5I5NED FOR THE U5E ON RECYCLED HATER DISTRl61.1TION SYSTEMS (SPIKES NOT INTEF1.CHANGEA6LE HITH POTABLE HATiaR QUICK COUPLER SPll<ES) PE1'!. CAF1.L.56AD MUNICIPAL HATiaR DISTRICT'S RULES AND RE5\JLATION5. 1;5,, METERS SHALL SE SIZED 6Y THE CARLSBAD MUNICIPAL HATER DISTRICT. 14. ALL IRRl6ATION PIPES SHALL 6E sreNCILED HITH THE HARNIN5 "NON-POTA6LE" OR "RECYCLED HATER", G-OL.OR-C:.ODED (PURPLE) AND LAID WITH HARNIN6 TAPE AND STl:NCIL.IN6 ORIENTED TOHARD THE TOP OF THE TFI.ENC,H PEF1. CARLSSAD MUNICIPAL HATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTASL.E HATEF1. AND RECYCLED HATl:!'1. PIPING SHALL. 61: INSTALL.ED HITH THE STiaNCILIN,S. ORIENTl:D TOHARD TiiE TOP OF THE TRENCH. IE,, V'IHEN A POTASLE HATEF1. LINE AND REc-YCLED HATEF1. LINE CROSS, THE RECYCLED HATER LINE SHALL 65 INSTALL.ED HITHIN A PROTECTIVE SI.EEVE. THE SL.eEVE SHALL EXTEND 10 FEE:T FROM eACH SIDE, FROM THI: ceNTEI'!. LINE OF POTABLE HATeR LINE, FOR A TOTAL OF 20 FEET. 11. A 10 FOOT HORIZONTAL SEPARATION 65Tl'IEEN POTASLe l'lATER AND REC.Ye.LED HATER MAINS MU5T 6E MAINTAINED AT ALL TIMES. THE: POTABL! LINE MVST BE: INS1"AL.L.ED ABOVe THE RECYCL5D HATEI'!. LINE. Ie,. A MINIMUM OP 12 INCHES OF VEl'.TICAL SEPARATION SETl'IEeN U1"1LIT15S MUST 6E MAIN1"AINED AT ALL TIME:5. *l"I. TiiE REQUIRED CR05S-GONNECTION SHUTDOHN TE:,T SHALL 61: DONE: SY THE: CARLSSAD MUNICIPAL HATEF1. DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONME:NTAL HE:ALTH. 20.GIUICK COUPLING VALVE:> USED IN RECYC.L.l:D HAT!:R SYSTEMS SHALL CONFORM TO 1"HE FOLLOHING, SHAI.L HAve ACME THREADS (SPll<ES NOT INTEF1.CHAN5EA6LE HITH POTA6LE HATEF1. QUIC.I<: C.OUPLER SPIKl:5) AND PURPLE-C:.OL.ORED LOCKIN6 COVERS PERMANENTLY ATIAGHED TO THE VALVE. QUICK COUPLINS VALVES SHALL 6E NELSON "1645, HUNTER #HVIOOA-RL-NP, OR APPROVED EGUAL. 21. THE REGIUIRED C.ROSS-C:.ONNECTION INSPECTION SHALL 6E DONE BY EITHEF1. THe CARLSBAD MUNIGIPAL HATEI'!. DISTRICT AND/OR G-OUNTY OF :,AN DIE50, DEPT. OF PUBLIC HEALTH. G-OPIES OF THE INSPECTION REPORTS HILL ee FORWARDED TO THE NON-INSPECTING PARTY. liE:22. DEVELOPER SHALL :,HOH THI! LOCATION OF "-Ec.YCLED HATER SleNS "DO NOT DRINK" ON THESE PLAN:>, llE:25. AN ON SIT!: use~SUPEl'.VISOR SHALL 6E DESl5NAT!:D IN JtolR.ITIN5. THIS PERSON SHALL 6E FAMILIAR HITH PLUMBING SYSTEMS HITHIN THI: PROPERTY, HITH THE EIASIC CONCEPTS OF BACKFLOH/CROS:,-C.ONNl:CTION PROT!:CTION, AND THE SPECIFIC REQUIREMENTS OF A REC.YCL.ED HATEF1. SYSTEM. COPIES OF THE DESl5NATION, HITH G-ONTACT PHONE NUM6ERS, SHALL 6E PROVIDED TO THE CAF1.L.5BAD MUNICIPAL HAT!:R DISTRICT AND THE COUNTY OF SAN DIE60, DEPT. OF ENVIRONM5NTAL. HEALTH. IN CASE! OF EMEReENG-Y CONTACT, CHERRY EN51NEERIN<S-AL CHERRY e,5 e,-E,i"l-5410 24. ALL PU6L.IG AND PRIVATE: POTASLE HATER MAINS SHAL.L 61: SHOHN ON THE IMPROVE!v!ENT PLANS. llE ITEM NUM6ER5 e,, 1'1, AND .25 SHAL.L 61: REGUIRED JUST PF1.IOR TO THE ACTUAL U5I: SIGNA§E NOTES, THE FOLL.OHING 5UIDELINES FOR THE U5E OF REGYCLED HATl:!'1. ARE TO 6E PERMANENTLY POSTED INSIDE: THE DOOF1. OF EACH CONTROLLEF1. HHERE THEY ARE EASILY VISIBLE. PL.ACE ON RECYCLED WATER SYSTEM -FUTURE (PRIVATE) PREPARED FOR: RIHA CONSTRUCTION COMPANY 8173 COMMERCIAL STREET e>-1/2'' x 11" SIZED S15N. COL.OR, PURPJ.! 6ACK5ROUND HITH BLACK Ll:TTERING. I. GUIDELINE:, FOF1. RECYCLED HATER USE, I. IAAISATE BETl'IEEN THE HOURS OF 10,00 PM AND 6,00 AM ONLY. HATERING OUTSIDE OF THIS TIME FRAME MUST 6E DONE MANUAL.LY HITH QUALIFIED SUPERVISORY PERSONNEL ON SITE. NO SYSTEM SHALL AT ANY TIMI: 65 LEFT UNATTENDED DUF1.IN15 USE OUTSIDE OF TiiE NORMAL SCHEDULE.· 2. IRRl5ATE IN A MANNER THAT HILL MINIMIZE RUN OFF, POOLING AND PONDIN5. THE APPLICATION RATE SHALL NOT EXGEED THE INFILTRATION AATE OF THE: SOIL. TIMERS MUST 6E ADJJSTED SO AS TO 6E G-OMPATIBL.E HITH TiiE L.OHE5T SOIL INFIL.TRATION RATE PRE5ENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC G-ONTROL CLOCKS, I..,, EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIMI: INTO CYCLES THAT HILL PROMOTE MAXIMUM SOIL. ABSOF1.6TION. 5. ADJUST HEADS TO 1:LIMINATE OVER-SPRAY ONTO AREA:, NOT UNDER THE: CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND I..OTS, AND STREETS AND SIDEl"lAL.KS. 4. MONITOF1. AND MAINTAIN THE SYST!:M TO MINIMIZE EGUIP1v!5NT AND MAT!:RIAL FAILURE. 6ROKEN SPRINKLER HEADS, L.EAKS, UNRELIABLE VALves, ETC. SHOULD 6E REPAIRED AS SOON A:> THE:Y 61:G-OME APPARENT. 5. EDUC.ATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS 6ASIS ON THE PRESENCE OF RECYCLED HATER. PERSONNEL MUST 61: INFORMED THAT RECYGLl:D HATEF1. IS Ml:ANT FOR IRRl6ATION PURPOSl:5 ONLY, AND 15 NOT APPROVED FOR DRINKING PURPOSE:S, HAND, TOOL. HASHING ETC. 51VEN THE Hl5H TURNOVER RATE OF EMPLOYEES IN THE LAND5CAPE INDUSTF1.Y IT IS IMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN AL.MOST DAILY BASIS. IT I:, YOU, THE: LANDSCAPE: G-ONTRAGTOR, HHO 15 RESPONSIBLE FOR EDUCATING E:ACH AND 1:VERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSl:D CHANGES AND MODIFICATIONS TO ANY PRIVATE, ON-SITE FACIL.ITll:S. SUCH CHAN5ES ,MUST 61: SUSMITreD TO, AND APPROVED 6Y, THE DISTRICT EN51NEERING OFFICE AND DESISNED IN ACCORDANCE HITH Dl5TRICT STANDARDS. 1. ALL REc-YCLED HATER SPRINKLER CONTROL VALVES SHALL 61: TA5GE:t> HITH IDENTIFICATION TAGS. A. ;AG!, SHALL BE 3"x4" HEATHE"-PROOF PLASTIC, PURPLE IN COi.OF!., HITH THE HORD:> "HARNING -RECYCLED HATER -DO NOT DRINI<:" ON ONE SIDE AND "AVISO - AeUA IMPURA-NO TOlv!AR" ON THE OTHER SIDE. IMf'l'tlNTING SHALL 6E PERMANENT AND BLACk IN G-OLOR. USE TASS A:, MANUFACTURED 6Y T. CHRISTY ENT!:RPRISl:S OR APPROVED EQUAL. 6. ONE ;A,s. SHALL 6E ATTAC.HEt> TO EACH VAL.VE A:> FOLL.OHS, II. I. ATTACH TO VALve STEM DIRECTLY, OR HITH TIE HAAF. 01'1. ... .2. ATIACH TO SOLENOID HIRE DIRECTLY OR HITH PLASTIC TIE HAAF. OR ... ,. ATIACH TO VALVE coveR HITH E:XIS1"1N5 VALve COVER BOLT. I!>. ALL SPRINKLER HEADS SHAL.L BE IDENTIFIED AS RECYCLED HATER SPRINKLER HEADS. EACH AUTOMATIC. C.ONTROLLl:R AND ITS AS50CIAT!:D EG!UIPMENT SHALL 61! IDENTIFll:D HITH A Sl5N SEARIN5 THE HORDS "RECYCLED HATER use FOR IRRIGATION" IN ENGLISH AND SPANISH HITH SLACK Ll:TTERS I lnc:.h Hl5H ON A PURPLE 6ACKGROUND. THE: SIGN SHALL 6E PLACED SO THAT IT CAN 61: READILY SEEN 6Y ANY OPERATIONS PERSONNEL. USIN5 THE EQUIPMENT. IN$PEG: TIQN PROCEDURES, INSPECTION OF THE PROJECT SHALL. BE Pl:RFORM 6Y THE LAND5CAPe ARCHITECT OF THE HORK, OR HIS DESIGNATED A5ENT. REFEF1. TO THE SPECIFICATIONS FOF1. THE 5CHEDUJ.E OF REGIUIRED INSPECTIONS AND REGIJIRED SU6MITALS "Final Land&C:.<lf'"' C..rtltlc:.atlon Form" Fax to, i60-'144-l!>'i45 "Londoc:.opo lnopoc:.tlon Roqvo~t Phono Lino , 160-60.2-4602 FOLLOHIN,S. COMPLETION OF THe HOF1.K, THE L.ANDSCAPE ARCHITECT OF THE: HORI< HILL Cl:RTIFY THAT THE INSTALLATION HAS BEEN COMPLETED 6Y SUBMITTING "Flrol Londoc:.ap .. Certlflc:.atlon Form" A REQUEST FOR FINAL LADSCAPE INSPECTION 6"( TiiE CITY MUST ALSO EIE MADE 6Y CALLING THE INSPECTION REQUEST LINE:. AN APPROVED LE1"T!:R REGARDINIS THE INSPECTION OF THE PROJECT SHALL. SE 061"AINED FROM THE DISTRICT, AND 61: FORHARDED TO THE SAN DIE50 COUNTY DEPT. OF l:NVIRONMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL. 11. DISTRICT FINAL INSPECTION SHALL INCLUDE, A. COVERAGE T!:STS, AFTER COMPLETION OF TiiE SPRINKLEF1. SYST!:M TO DETERMINE THE ADEGUACY OF G-OVEAAGI! ON THE: APPROVED U5E AREA AND PROTECTION OF' AREAS NOT APPROVED FOR RECEIVING REc-YCLl:D HATEF1., S. HARNING SIGN:> AND LA6ELS C,, GIUICK COUPLING VALVES D. ALL. ASPECTS OF THE IRRIGATION CONDITIONS, INCLUDIN$ WINDBLOHN SPRAY, RUNOFF AND PONDING. e. REGIUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REGIUIRED PROTECTION OF HELL:,, STREAlv!:,, RE5ERVOIRS, ETC. ,S., C.R05S-C:.ONNECTION. Ill. ANNUAL INSPEGTION SHALL. INCLUDE, A COMPLETE INSPECTION V'IHICH SHALL. COVE:R PART A, PART 6, AND PART ,S. Of' THE: DISTRICT'S FINAL IN!:>PECTION. REVISIONS MUST 6E APPROVED BY PUBLIC. HEAL TH EN51NEER, CITY PLANNIN6 DIRECTOR, AND DISTRICT EN51NEER PRIOR TO IMPLEMENTATION IN FIE:LD. "I. ALL IRRISATION BACKFL.OW P"-1:VENTERS SHALL 6E TESTED 6Y CERTIFIED T!:STEF1. AND RESIJLTS MVST BE 61VEN TO THI: CITY AND TiiE GARLSSAD MUNICIPAL HATEF1. DISTRICT. PIPE BETHEEN TiiE HETER AND 6ACKFLOH PREVENT!:RSHAI..L. BE "5CH5DUL.E K COPPER'.APPROV5D G-ONTRACT BACKFLOH TESTERS CAN 6E FOUND ON THE: CITY Hee SIT!: AT "''°'"'·"l.c:.orl~~d.c:.o.vo/pdfdoe.html?pld•:540 JO.PRIOR TO THE START OF 5RADIN6,THE APPLICANTS A5ENT SHALL. OOTAIN CITY APPROVAL OF A CON5TRACTION SCHEDUL.e AND/OR EXl61T OUTLININIS TiiE TIMING 01" THI!: SLOP!! PLANTING SEE SHEET 2 FOR RECYCLED WATER USE MAP -J - KEY MAP NOTTO SCALE Nort.h DE-C.LAAATIQN QB RESPQNSleLt! GHARl;il! N NG I HER.eBY DECLARE THAT I AM THE LANDSCAPE ~HITECT OF THE HOF1.K FOR THIS PROJECT, THAT I HAVE l:XERC.ISED RESPONSIBLE CHARGES OVER THE DESIGN OF THI:> PROJECT AS DlaFINED IN SECTION 6105 OF THE 6Ll51NES5 PROFESSIONS CODE AND THE DESIGN IS CONSISTENT J.,,IITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PF<OJEGT DRAJ.,,IIN<SS AND SPEC..IFIC.ATIONS 6"( THE CITY OF C.ARLSBAt> AND TH!: SAN DIE:60 COUNTY DePARTMENT OF ENVIRONMENTAL HeALTH 15 C.ONFINl:D TO A REVIEJ.,,I ONLY AND DOES NOT R.eLIEVE He, AS LANDSCAPE ARGHITECT OF HORI<:, OF MY RESPONSIBILITIES FOR. PROJECT DE515N. THESE PLAN5 HAVE 6ElaN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, HATER C.ON!:>ERVATION PLAN, FIRE SUPPRESSION PLAN, AND ALL C.ONDITION5 OF APPROVAL l'.eLATeD TO LAND5CAPING. Sl<SNATURE OF LAND5CAPE AACHITECT 1-wJl~ Llc.ENsl!! NO. b~0/01 DATE LA MESA, CA 91942 619.469.2177 PREPARED BY: TESHIMA DESIGN GROUP 9903 Businesspark Avenue, Suite C San Diego, CA 92131 858.693.8824 VICINITY' MAP N.T.S. "' CL SITE 1 j PROJECT .DESCRIPTION REN£WA£ rY" EXISTIIIG PALO/Ill/I 111AIISFEl1 STAI/CW PfRMlr LOCAT!tl AT AT 5960 £1. CAMINO REAi. NC¥?/H£AST rY" TH£ INTERSECTION rY" El CAMINO REA£ ,t PALO/JAJI AIRPCY?T ROAi) Ill TH£ CITY rY" CARlSl/All ACQ[SS ro TH£ STAI/ON IS fl/OIi FARAllAY ROAi) AND FROII ORION STREET. PRIMAJIY ROUTES rY" 0£L/fVIY II/C!U/1£ El CA/,//NO REAL AND PALOMA/I AIRP/YIT ROAO. PROJECT LOCATION /HIS PRMCT IS LOC4 T!tl Ill/HIN A=s PA/ICE/. 110. 209-05()--250 TH£ CAIJF/Y/11/A COORl)/NA If INIJ£K rY" THIS PROPERTY IS 111992 [6258 OWN£R/SU80/V/0£R: COi/NTY rY" SAN 0/EGO 0£PAR/AIENT « P//BL/C lfORKS/AIRPOl1T 1960 Ji£ CROSSON OIi. El CAJG\\', CA 92090 TEL· 619-956-4800 (CRIC IIEI.S0/1) CIVIL ENGINEER/LAND SURVEYOR HOWARD CHEf/flY ENC!N££RING 12121 POll'A Y RI/. POWAY, CA 9206' (858) 619-J~IO SHEET INDEX: TITLE SHEET AND IRl'.IGATION. THE SCHEDULe SHALL SHOH TIMIN5 OF' CONSTRUCTION OF FREE-5TANDIN5,RETAINING AND C.1'1.I6 HALL:, IMMEDIATELY AFTER. ROU5H 5AADIN5 A:, EACH LOCATION J:, ACHll:VED. IAAl,S.ATION AND PL.ANTIN5 SHALL 1"AK5 PLACE AS cSAADINIS PR05RE5S. ~,,._ _____ IB'·------s" 1 N,T,S. 1 TOTAL SITE IS 10 98 ACRE. (INCLUDING ENHANCED AREAS AT THE ENTRIES TO THE PROJECT LOCATED WITHIN THE 35' LANDSCAPE SETBACK AREA AND FLAT LANDSCAPE AREA ADJACENT TO THE SLOPE IN THE REAR OF THE SITE. EXCLUDING BUILDINGS.) RECYCLED WATER USE MAP IRRIGATION PIAN II. INSTALLATION OF IRRl5ATION AS SHOHN ON APPROVED PLANS SHALL COMME:Nce HITHIN 10 DAYS OF' THE TIME HHEN EACH SLOPE IS 6ROUSHT 1"0 SAADE AS SHOHN ON THe APPROVE:D <SAADING PLAN5. 11. PLAN1"1N5 AND IRRl5ATION FOR THI! ;,LOPE AREA:, 5HALL 9E COMPLETELY IN:a>TALLED, AS SHOHN ON THE: APPROVEt> PLANS, HITHIN ,o DAYS AFTiaF1. THE IRRl5ATION INSTALLATION FIRST G-Otv."IENCE:>. 11. HATEF1. SERVICE (POINT OF CONNECTION,) INSTALLATION, TEMPoRARY OR PERMANENT, SHALL BE IN PLACe TO COINCIDE: HITH PLANTINIS TIMIN,S. SPECIFIED IN SECTION E.5-1. Ql:'f:IEB IN ORDER TO CONSERVE WATER ... RECYCLED WATER IN USE NO TOME ELAGUA TOTAL EXISTING LANDSCAPE AREA IS 50,818 S.F. TOTAL NEW LANDSCAPE AREA IS 19,339 S.F. 1§_% OF TOTAL LANDSCAPE MAINTENANCE LANDSCAPE MAINTENANCE TO BE THE RESPONSIBILITY OF BUILDING OWNERSHIP. IRRIGATION LEGEND, EQUIPMENT LEGEND SCHEDULE IRRIGATION DETAILS AND NOTcS PIANTING PIAN PIANTING DETAILS AND NOTES SPECIFICATIONS L-1 L-2 L-3, L-4 L-5, L-6 L-7, L-8 L-9, L-10 I L-11 L-12 to L-14 OF REC,YCI..ED HATER. ITEM NUM6EI'!. 2.2, THE 5l5NAGE! PLAN, SHALL SE A PART OF THIS IAAIGATION PLAN BUT THE ACTUAL :a>IGNS AND TAGS HILL. 61: IN5TALJ.ED JUST PRIOR TO THE U!:>E: OF RECYCLED HATER. COUNTY OF' SAN DIEGO DEPARTMENT OF PUSLIC. HORKS/AIRPORT l'IEoO JOE CROSSON DR. APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE "AS-BUILT u 25. ON RECYCLED HATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE 60XES, ere) SHALL 61: COLOR-CODED /PURPLE) Pl:R AWHA GUIDELINES AND SECTION 404q_54 OF THe CALIFORNIA HEALTH AND SAFeTY CODE. 26. A PHYSICAL SEPARATION SHALL 6E PROVID5D BETl'IEEN ADJACENT AREAS IRRl5ATED HITH RECYCLED HAT!:F1. AND POTASLe HATER. SEPARATION SHALL 6E PROVIDED 6Y CONCRETE MOH STRIPS, CHAIN LINK FENCl:S OR OTHl:1'1. METHODS APPROVED 6Y THE HAT!:F1. DISTF1.ICT e D.E.H. ALL IRRl5ATION BAC.KFLOH P"-1:VENTERS SHALL. 6E TESTED 6Y CEF1.TIFIED TESTEF1. AND RESULTS MUST 51¥eN TO TiiE CITY AND THE CARL56AD MUNICIPAL HAT!:1'!. Dl5TRICT. PIPE 6ETHEEN THE METER AND BACK.Fl.OH PREVENTERSHALL 6E "SCHEDULE; K COPPER".APPROVED C.ONTAAC.T 6ACKFLOH TEST!:RS CAN 61: FOUND ON THE: C,ITY Hl:6 SITE AT HH!'!,~I c:.orl&~d.c:.o.v&4?d¥doc:..html7pld•::540 TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURB LAND PLANNING 9903 BUSJNESSPARK AVE. SUITE C• SAN DIEGO, CA 92131 PH: (838) 693-8824 FAX: (8.58) 693·1182 TDG JOB NO. 01-39.10 DATE: 10-28-08 EL CAJON, GA q2o"IO Tl:L, (61'1)-'156-41!>00 ~-BL.ACK LOGO 51ZE: 12" X Bb" PURPLE 6ACK5ROUND I" 6LACK L.ETTl:F1.5 ---36''---1------------~ N.T.S. WARNING ECYCLED WATER DO NOT DRINK WASH HANDS AFTER CONTA TING LAVESE SUS MANOS DESPUES E USAR 2" BLACK LETTERS .ObO A65 FLA5TIC, 5TICK-ON VINYL OR .OB2" ALUMINUM RECYCLED WATER SIGN WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESl'UES DE USAA : -'--------------' 51ZE, 1e," X 1e,• .ObO A65 PLA5TIC., 5TICK-ON VINYL OR .OB2" ALUMINUM CARLSBAD MUNICIPAL WATER DISTRICT COUNTY OF SAN DIEGO DEPT. OF ENVIRONMENTAL HEALTH LAND AND WATER QUALl'TY DIVISION /E=z GLENN LEEKS Environmental Health Scecialist 12-18-08 DATE: /z.-zJ,...,;6' DATE: ReYlr.f,t) 1-~-ce, fe1Z-ft.Ml c+l¥-· REVISED 1:2-4-0~ PER PLAN C-HK. P.B. EXP. DATE "'R=Ev-:e1:E=-v1=En=-, ------------1 LOCATION OF PLANTING REVIEWED BY: E~~ ~M~HEt;KER 1liE:~ AREAS. __ ,,.-· --. ) DA TE INITIAL. OATE INITIAL. (!ATE INITIAi. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAi. CllY APPROVAi. ( . INSPECTOR DATB PALOMAR TRANSFER STATION CARLSBAD, CALIFORNIA APPROVED ti-~~ q-~\-olf 1-z ...... .., ~ANNING DATE DWNBY: J'ROJECTNO. DRAWING NO. CHKDBY: RVWDBY: CUP260(C) 443-3L ' I \ ' RECYCLED WATER USE MAP SHADED AREA TO BE IRRIGATED REMAINING AREA OF THE PROPERTY TO ~;::~;:::~~ REMAIN THE SAME. KEY MAP NOTE: @ North NOTTO SCALE Sleeves on Recycled Water Mainline must extend Min . 1 0 feet each side of Potable Main per Note #16 on Sheet L-1. (Typical for all Crossings) • TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURB LAND PLANNING 9903 BUSINESSPARK AVE. SUITE C• SAN DIEGO, CA 92131 PH: (858) 693•8824 FAX: (8S8) 69M 112 TDG JOB NO. 01-39.10 DATE: 10-28-08 ,,.,,,./ ,,,,/- / -/ ,,,,-· ~ // ,____/-_ _,-__ , 1, PVC SLEEY'E \ TYPICAL ,,, .; .. ~.. , .. -·, ,., ' . ' ,,, ~:-· SEE SHEET L-3 FOR IRRIGATION AND L-9 FOR PLANTING 0 10' 41()' 60' Norl:h SC.AL.I!:: 1"=40'-0" Ftl!:VISED 1.:2-Clf-0e P!!R PLAN C:::.Hf<.. ~lsei::> 6-16-01 ~ PL.AN C:::.Hi<.. ReVISl!!:D 4-!5-01 1'9!!"'-PL.AN CHI<. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION l..E6ENr::> BACKFLOW PREVENTER .... BALL VALVE [0 1 "WATER METER (FUTURE RECYCLED) PROPOSED RECYCLED WATER ----IRRIGATION MAINLINE EXISTING RECYCLED WATER ----IRRIGATION MAINLINE -1,/-POTABLE WATER MAIN IN STREET --RIJ--RECYCLED WATER MAIN IN STREET ----------SLEEVE LINE * "DO NOT DRINK" SIGNS ~ AREAS OF RECYCLED WATER USE s REMOTE CONTROL VALVE @ MASTER CONTROL VALVE t>O<l FIRE HYDRANT • QUICK COUPLER @] CONTROLLER EB EXISTING VALVES APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT " DATE INITW. DATE JNITW. OTHER APPROVAi_ CITY APPROVAl P.E. EXP. DATE REVJEWEDBY: INSPECTOR DATE PALOMAR TRANSFER STATION CARLSBAD, CALIFORNIA APPROVED t1-,i , Gr-t::n 1-t.i......, LANNING DATE DWNBY: PROJECT NO. DRAWING NO. CHKDBY: RVWDBY: CUP260(C) 443-3L NOTE: Sleeves on Recycled Water Mainline must extend Min. 1 0 feet each side of Potable Main per No1e # 16 on Sheet 1-(Typical for all Crossings) • TESHIMA DESIGN GROUP LANDSCAPE ARCIDTECTI.JRB LAND PLANNING 9903 BUSINESSPARK AVE. SUITE C• SAN DIEGO, CA 92131 PH: (858) 69-3-8824 FAX: (8S8) 691-1182 TDG JOB NO. 01-39.10 DATE: 02-14-06 IRRIGATION SCHEDULE III lnstal mainline inside the slope area 18" from back of curb, @ Ir.tall all the lateral Ines in Iha plenter areas ta•from back of sldawalk. m Connected to existing R~ water main In the atreet m Wire Sle9Ye (Tl'!),) m Locetiora of the tree bubblers are approximate. See planting plan for precise locallon. Iii Potable mainline crossing with prq:,osed recycle malnllne see 1lrrigation Dala.ilB" datall D and E. m Valvee manifold inttalldon see 'Irrigation Dec.Ill" cletaH K. LEGEND ~ 0 s EB • e ® [Q] -- P.o.c Point of Connection (Water Meter) Reduced Pressure Backflow Preventer Wye Strainer Remote Control Valve Existing Remote Control Valve Quick Coupler Valve Master Control Valve Pressure Reducing Valve Controller Recycled Main Line ~ KEY MAP NOTTO SCALE 0 5' :20' 40' SCALE: l"=.20'-0" ABBREVIATIONS AND SYMBOLS: n ............................................... ANGLE POINT -4. ............................................... ALIGN BC ................................................... Back of Curb EW .............................................. , .... End of Walk BW ................................................... Back of Walk FC ................................................... Face of Curb Fl ................................................... Fence Line PCR ............................................... Point of Curb Return Pl ........ , ......................... , ............... Property Line PR ..................... . ........................... Point of Reference POC .................. . .......... ............ ...... Point of Connection QCV .................. . ........ .................... Quick Coupling Valve R ........................ . ........................... Radius RCV ................... . ........................... Remote Control Valve ' /1\ DATE INrrtAL ENGINEER OF WORK REVISION DESCRIPTION POINT OF CONNECTION INFORMATION Point of Connection necyc,eu vvater ,rngation Meter located at Faraday Ave. STA. 13+35 HGL 550 Meter Elevatlon 330 Static Prell8Ure 98psi Peale Flow 42gpm 24STATION HUNTER ICC-800 PL Controller Type PEDESTAL ENCLOSURE. Station• Available 18 Station• Used 16 Backflow Device 2" Febco 825Y installed BO mesh Y-strainer NOTE: Sleeves on Recycled Water Mainline must extend Min. 1 o feet each side of Potable Main per Note #16 on Sheet 1· (Typical for all Crossings) APPROVED FOR PLANTING .. EUJLT " ~u~@-~ · ~/15/ttJ AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING AREAS. REA: t1 4--f:a~ "'l·~"t .~ INSPECTOR DATE [ml CITY OF CARLSBADjjSlffiITTSI PLANNING DEPARTMENr L-14 PALOMAR TRANSFER STATION CARLSBAD, CALIFORNIA bJEf ~•[ c=r-~~-\\" "\-\"\·~! DATI! OWNBY: 'PIA'NINO NO. PROJIJCT NO. DATE INITIAL ClATE INITIAL CHKDBY: OTHER APPROVAL CITY APPROVAL RVWDBY: CUP260(C) 443-M. ...... < KEY MAP NOTE: @ North NOTTO SCALE Sleeves on Recycled Water Mainline must extend Min. 1 o feet each side of Potable Main per Note # 16 on Sheet 1. (Typical for all Crossings) • TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE-LAND PLANNING 9903 BUSINESSPARK AVE. SUITE C• SAN DIEGO, CA 92 131 PH: (858)693-8824 FAX: {858)693-1182 TOG JOB NO. 01-39.10 DATE: 10-28-08 PROVIDE 'DO NOT DRINK" SIGNAGE _,,,,/\ LEGEND ® ~ 0 s EB • e ® [Q] -- P.o.c Point of Connection (Water Meter) Reduced Pressure Backflow Preventer Wye Strainer Remote Control Valve Existing Remote Control Valve Quick Coupler Valve Master Control Valve Pressure Reducing Valve Controller Recycled Main Line Ll--r-' ·---c\:':s, '· ABBREVIATIONS AND SYMBOLS: " ............................................... ANGLE POINT ~ ............................................... ALIGN BC ................................................... Back of Curb EW ................................................... End of Walk BW ................................................... Back of Walk FC ................................................... Face of Curb Fl ................................................... Fence Line PCR ............................................... Point of Curb Return Pl .................................................. Property line PR ................................................. Point of Reference POC ............................................... Point of Connection acv ............................................... Quick Coupling Valve A .................................................... Radius RCV ............................................... Remote Control Valve NOTE: CONTRACTOR TO PROVIDE PLANT MATERIAL IN BARE AREAS PER THE CITY OF CARLSBAD LANDSCAPE MANUAL SLOPE REVEGETATION STANDARDS. \ \ IRRIGATION SCHEDULE [i] Install mainline Inside the slope area 18" from back of curb. Install all the lateral lines in the planter arB1111 1 B" from back of sidewalk. [ID Connected to existing Recycled water main in the street Ii] Wire Sleeve (Typ,) II) Locations of the tree bubbler& are approximate. See planting plan for precise location. 's1 Potable mainline crOflaing with proposed recycle mainline see 'Irrigation Details" detail D EXISTING VALVES ~ andE. All VALVE BOXES SHALL/ HAVE PURPLE COVERS,/ TYP. m Valves manifold installation see Kfrrigation Cetails11 detail K "AS-BUILT APPROVED FOR PLANTING ~ ~ I I AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. 0 ,. :.20' -40' LOCATION OF PLANTING Nortn SCAI.E:: I 11 =.::ZO'-O" REVIEWED BY: AREAS. !Del". CIT'T' !"'I.AN CH!<.1/t>/OGf !"'!!!fl'. CIT'T' !"'I.AN CHI<. 1:.2/4/0e INSPECTOR " DATE . DATE ~2/4/08 cs 11, ADDED RECYCLED IRRIGATION AREAS ,.,..r, n1>-U±II CITY OF CARLSBAD II SHEETS I PLANNING DEPARTMENT L-1 4 PALOMAR TRANSFER STATION CARLSBAD, CALIFORNIA ~=:D 1"1-,.{:j 6r-al-:ir 1·?-C......, I DATE /1\ DWNBY: I PROJECTNO. I DRAWING NO. DATE INITIAL DATE INITIAL o;.TE INITIAL CHKDBY: CUP260(C) REVISION DESCRIPTION CfTY APPROVAL RVWDBY: 443-3l ENGINEER OF WORK OTHER APPROVAL IRRIGATION LEGEND SYMBOL DESCRIPTION MANUF Shrub Spray/Pop-up Rain Bird a, Nozzle -Full L. Nozzle -Half Jc. Nozzle -Quarter Shrub Stream/Bubbler Rain Bird • Tree Bubbler Rotor Hunter • Quarter -Nozzle No.1 -Half -Nozzle No.3 (e) Full -Nozzle No.6 PRESSURE CALCULATIONS PROJECT: Palomar Transfer Center LOCATION: MCAS Cltv of Cm1sbad, CA PRESS ZONE/ SOURCE ELEV., DATE OF PRESSURE CHECK: 07/26/06 BY: Rlchard Gator at CMWD JOB N0.:01·39.10 CLIENT N0.:949.752.2066 WATER AUTHORllY: Carlsbad Municipal Water O!stJ1ct CALO.DATE: 5 BY:MS VALVE NO. CHECKED: 12 PRESS. ATPOC: 98PSI HGL: 660 PDC ELEVATION: 325 LO'M,ST HEAD: 295 PIPE PIPE PIPE PIPE ACCUM. LOSS SECTION TYPE SllE LENGTli GPM INPffi 1 CL200 3/4' w 4.0 .23 2 CL.200 3/4' 40 8.0 1.14 3 CL200 314' w 10.4 .86 4 CL200 1' 30 14.4 .73 5 CL.200 1• 30' 17.6 1.16 6 CL.200 1-1/4' 30 20.8 .36 7 CL200 2• 190 42.4 2.0 A. 11JT Al LATERAL SYSTEM LOSSES a48 MAINLINE/SERVICE UNE SYS-mM: PIPE PIPE PIPE PIPE ACCIJM. LOSS SECTION TYPE SIZE LENGTli GPM IN PSI MAINLINE CL 315 2' 960 43.4 5.08 B. TOTAL MAINLINE/SERVICE LINE SYSTEM LOSSES 5.08 Mt8CELLANEOUS LOSSES: SIZE: WATER METER 1' 11.7 BACKfLOW PAEVEtlTER 2' 12 CONTROL VALVE 1-1/2' 2.7 MASTER CONTROL VALl/f; 1-1/2' 2.7 C, 11JTAL MISCELLANEOUS LOSSES 28 D. lOTAL SYSTEM LOSSES (A+B+C) 39.56 E. RTTING LOSSES ( 15% OF TOTAL LOSSES) 4.9 F. HEAD LOSS/ GAIN IN SYSTEM (325-295) -13 G. MINIMUM REQUIRED PRESSURE AT LAST HEAD 30 H. DESIGN PR!SSURE ( D+E+F+G) 69.46 MODEL PSI a series MPR BF, 10F 30 8H, 10H 30 80,100 30 1806-SAM-NP/PABO 1401 30 Model PGH-ADJ-XX 30 PGH-ADJ-XX 30 PGH-360-XX 30 RADIUS GPM NOTES Body Style 8-10 1.6 Install 1-'C:s screens as required to reduce radius. 8-10 0.8 Install on riser (See Riser 8-10 0.4 Detail L) except as follows: Install 12" pop-up, shall be used in right-of-way and whenever within 1 O' of any hardscape,turf or other area where pedestrian traffic may occur. See Pop-up Detail C. Body Style 0.5 Install PCS screens where required to reduce radius. Install all shrub/stream bubbiers on 1806-SAM pop-up bodies with PA-80 adapter. See Pop-up Detail C. Install (2) Bubbler per tree. See Tree Bubbler Detail P. Body Style 25' 0.6 All heads shall be on risers 25' 1.0 (See Rotor on Riser Detail R) 25' 2.0 excefit as follows: Inst~ I, 12:· ~0P-U£, shall be use In rig t-of-a6' and whenever within 1 ' of anx hardscape,turf or other a ea where pedestrian traffic may occur. See Pop-up Rotor Detail N. SIZE: 18" X 18" . 060 ABS PLASTIC, STICK-ON VINYL OR .032" ALUMINUM -,,"~----18'-------" , , 7 N.T.S. 7 lll ~----~-.------, IN ORDER TO ,8N EAVE WATER ... REC Y(~LED Wri.l ER I~ USE DO NOT ,G~=t=,~ NO TOME DRINK ~~ ELAGUA \.. ;;;;;: :>' WASH HANDS AFT1 R CONTACTING LAVESE SUS MA 08 I ESPUES DE USAR ! .-'-------------' 0 llo - I • ' ' ' 0 01+---- o 0 0 0 0 . . , .. • .. , . ,· ... .... ,· .. . I I I I,,,_____,, I I I • 10' - 3" DIA. METAL POST FIN. GRD. I 11111 ::= I I I CONC. FOOTING I. AVAILABLE PSI 98 J. RESIDUAL PSI ( 1-H) 28.54 fv\ RECLAIMED WATER SIGN \'i;"----------N.T.S. K. PUMP BOOST L. ADJUSTED RESIDUAL PSI ( J+K I 28.54 • TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE-LAND PLANNING 9903 BUSINESSPARK AVE. SUITE C• SAN DIEGO, CA 92131 PIie (858) 693-8824 FAX: (858) 693-1182 TDG JOB NO. 01-39.10 DATE: 02-14-06 EQUIPMENT LEGEND SYMBOL DESCRIPTION MANUF MODEL SIZE NOTES [M] Recycled Water Meter l Approx. where shown, field verify. Point of Connection !I] Reduced Pressure Febco Backflow Preventer 825Y 2" See Detail Q and for installation © Wye Strainer Wilkins YB Series 2" Approx. where shown, field verify. s Remote Control Valve Rain Bird PESB-R Series Size Per Plan Install in valve box with purple lid per detail B. (§ Master Control Valve Rain Bird PESB-R Series 1-1/2" Install in valve box with purple lid per detail B. Install at point of connection as shown on plan. ® Pressure Reducing Valve Wilkins Line Size Install in (8") round valve box with purple lid and 500 Series (3") washed gravel at bottom. See Detail 0 (Similar). Set@ 80 P.S.I. PEDESTAL mount controller. Install with @] ICC-800-PL 24-Stations stainless steel enclosure. Install with WCS Rain Controller -24 STATION Hunter Guard Sensor. Final location of controller shall VANDAL RESISTANCE Pedestal be selected by Owner. Install per manufacturer's EN CLOSS URE specifications. See Detail I. • Quick Coupler Nelson 7645 1" Install in 1 O" Round Valve Box with purple lid per detail J. Brand lid with letters "QC'. ~ Ball Valve KBI WLT-0000-T Line Size Install in 1 O" round valve box with purple lid per detail A Mount in the areas that wlll be exposed to NOT Rain Sensor wcs Rain Guard unobstracted rainfall, but not in the path of SHOWN sprinkler spray. Mount per manufactuer's specifications in location selected by Owner. See Data.ii M. I]] Electrical Connection Plug or hard wire controller onto GFI 120 Volt electrical outlet. Location to be determined by Owner. NOT Check Valve KBI KC-Series Install where required to prevent low head SHOWN drainage. I Sch.40 1-1/2" ' Pressurized Purple Mainline PVC or less Cl. 315 Size Per Plan Install with 18" cover. See Trenching Detail F. I 2" or more I\, " Non-pressurized Purple Lateral PVC Class200 Size Per Plan Install with 12" cover. See Trenching Detail F. Sleeve under improvements: Under Vehicle Paving install mainline, wiring and Sleeve -laterals in separate PVC Sch. 80 sleeves with 36" Purple Color for Sch.40 cover. Gray Color for Sch. 80 PVC See Notes Size Per Plan Under Pedestrian Paving install mainline, wiring and laterals in separate PVC Sch. 40 sleeves with 18" cover. All sleeves shall be 2-1/2" times line size. See Sleeve Detail G. * "Do Not Drink" Sign -4 Total See Sheet L-5 Detail Y ~~ ° Controller Station \ __ , Maximum GPM -~' Valve Size NOTE: ALL SPRAY HEADS ARE TO BE EQUIPPED WITH BUILT-IN CHECK VALVES. ALL SPRAY HEADS TO BE EQUIPPED WITH A PRESSURE COMPENSATING DEVICE. ALL HEADS ARE TO BE ADJUSTED TO PROVIDE BEST COVERAGE TO THE LANDSCAPED AREA WITHOUT OVER SPRAY ONTO BUILDINGS, WALLS, WALKWAYS AND PAVING. ALL SPRINKLERS, VALVES AND VALVE BOXES WITH EXTERIOR EXPOSURE ARE TO BE PURPLE. /1\ DATE INlllAL ENGINEER OF WORK IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE l.AWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIF/CATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROX/MA TE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK IND/CA TED HEREIN BEFORE BEGINNING WORK. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTUAL PLANS AND AS-BUil T ORA WINGS BEFORE BEGINNING WORK. 4. CONTRACTOR SHALL COORDINATE ALL /RR/GA TION LINES AND CONTROLLER WIRES WITH PROPOSED LOCATIONS OF PLANT MATERIAL AND ROOT BARRIERS PRIOR TO INSTALLATION. ALL !RR/GA T/ON SLEEVES SHALL BE COORDINA T£D AND INSTALLED PRIOR TO INSTALLATION OF ANY PAVING, WALL FOOTINGS/FOUNDATIONS. CURBS AND ETC. 5. STA TIC PRESSURE IS: 98 P.S.I DA TE PRESSURE GIVEN: 5-6-06 VERIFIED BY: RICHARD -CMWD 6. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS AS NECESSARY. 7. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT TH£ TIME THESE PLANS WERE PR£PAR£0. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCT/ON MANAGER PRIOR TO ANY WORK OR THE /RR/GA TION CONTRACTOR SHALL ASSUME ALL RESPONS/0/LITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 8. INSTALL ALL EQU/PM£NT AS SHOWN IN THE DETAILS AND SPECIF/CATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WlrH CITY OF CARLSBAD, COUNTY AND STA TE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL COMMON WIRE TO THE END OF rHE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. CONTRACTOR SHALL PROVID£ (2) ADDITIONAL CONTROL WIRES TO EVERY VALVE MANIFOLD. ALL ADDITIONAL WIRE SHALL BE BUNDLED, TAPED, AND PLACED IN CONTROL VAL VE BOX 10. ALL LATERALS, MAINLINE AND WIRE UNDER P£DESTRIAN PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL LATERALS, MA/NUN£ AND WIRE UNDER VEHICLE PAVED AREAS TO BE INSTALLED IN A SCH. 80 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED.ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS . SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. ALL SLEEVES TO BE AS SHOWN ON TH£ PLANS. 11. ALL HEADS ARE TO 8£ INSTALLED WITH THE NOZZLE. SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO 8£ ADJUSTED TO PREVENT OVERSPRA Y ONTO BUILDING, WALLS, FENC£S AND HARDSCAPE. THIS INCLUDES. BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTA8L£ ARC UNITS. 12. ALL HEADS IND/CA TED ON THE PLANS AT A SPACING L£SS THAN 75% OF FULL OPEN THROW, AS PER MANUFACTURER'S RECOMMENDATIONS, ARE TO RECEIVE A PCS SCREEN OF APPROPRIATE SIZE TO REDUCE THE RADIUS TO MORE CLOSELY MATCH THE SPACING. REFER TO rHE MANUFACTURER'S CHARTS PROVIDED WITH PCS SCREENS FOR SIZING OF SCREENS. 13. PROVIDE CLEAN SAND BEDDING AND BACKFILL FOR PRESSURE MAINLINE PIPE (3 IN. 8£LOW AND 6 IN. ABOVE PIPE MINIMUM). 14. /RR/GA TION SYSTEMS ARE TO BE INSTALLED AS SHOWN ON rHE PLANS & IN ACCORDANCE W/THE CRITERIA ANO STANDARDS OF THE CITY OF SAN DIEGO LANDSCAPE STANDARDS MANUAL & OTHER APPLICABLE STDS. AS OF THE APPROVED DA TE OF THESE PLANS. 15. USE VARIABLE ARC NOZZLES AS REQUIRED TO ACHIEVE COMPLETE COVERAGE WITH MINIMAL OVERSPRA Y 16. SYSTEMS ARE DESIGNED FOR A MINIMUM OF 30 psi FOR SPRINKLER HEADS. 17. ALL LATERAL END RUNS SHALL BE 3/4" SCH 40, UNLESS OTHERWISE NOTED. 18. ALL REMOTE CONTROL VALVES SHALL BE INSTALLED IN VALVE BOXES, ONE VALVE PER BOX. LOCATE ALL REMOTE CONTROL ANO QUICK COUPLING VALVES ADJACENT TO WALKS OR CURBS. 19. CONTRACTOR SHALL VERIFY PROPOSED LOCATION FOR BACKFLOW PREVENTER AND /RR/GA TION CONTROLLER PRIOR TO /NSTALLA T/ON. C.M. W.D. BACKFLOW SPECIALIST TO APPROVE BACKFLOW PREVENTER LOCATION . 20. INSTALL (1) WCS "RAINGUARD" RAIN SHUT-OFF DEVICE, OR EQUAL, PER CONTROLLER, PER MANUFACTURER'S RECOMMENDA T/ONS. SEE DETAIL "I' SHT. L-8 21. CROSSOVER SLEEVE TO BE PROVIDED WHERE RECYCLED WATER /RR/GA T/ON MAINLINE CROSSES POTABLE DOMESTIC WATER MAINS. SLEEVE TO BE INSTALLED ON RECYCLED MAIN AND EXTEND TEN (10) FEET ON EITHER SIDE OF THE POTABLE MAIN. APPROVED FOR PLANTING "AS-BUILT AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR " DATE DATE ~I CITY OF CARLSBAD I SHEETS PLANNING DEPARTMENT L-14 PALOMAR TRANSFER STATION CARLSBAD, CALIFORNIA l APPR~w { (r-~l,aTI LANNING 4-12-·C71 DATE DWNBY: PROJECTNO. DRAWING NO. DATE INlllAL DATE INITIAL CHKDBY: REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWDBY: CUP260(C) 443-3L ' (J..> r @ 1 2 3 CD FINISHED GRADE 0 BRICK SUPPORTS ® PLASTIC VALVE BOX WITH PURPLE BOLT DOWN COVER. USE STAINLESS STEEL BOLT NUT AND WASHER HEAT BRANO 'GV' ONTO LID. (!)MAINLINE BALL VALVE @)1/2 C.F. 3/4" CRUSHED GRAVEL @)BALL VALVE (!) LANDSCAPE FABRIC PURPLE METER BOX LID WATER METER 24 IN. POTABLE SERVICE LINE 10 FT., MIN, TO POTABLE MAINLINE IN STREET J RECYCLED WATER IRRIGATION MAINLINE W/SLEEVE NOTE: VERTICAL CLEARANCE OF 12 IN. MIN. IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24 IN. FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10 FT. HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. POTABLE MAINLINE CROSSING * TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURB LAND PLANNING 9903 BUSINESSPARK AVE. SUITE C• SAN DIEGO, CA 92131 PH: (858) 693·8824 FAX: (858) 693-1182 TDG JOB NO. 01-39.10 DATE: 02-14-06 NOT TO SC/lJ..E ® NOTTO SCALE ® FINISHED GRADE 1" BELOW VALVE BOX TOP IN TURF AREAS. 2'' BELOW VALVE BOX IN SHRUB BEDS PURPLE PLASTIC RECTANGULAR VALVE 1'30X WITH LOCKING LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. CONTROL VALVE, SEE LEGEND FOR SPEC WATER PROOF WIRE CONNECTOR -'SNAP-TITE" OREO. 18" WIRE LOOP (WRAP 15 TIMES AROUND 1/2'' DIA. PIPE TO FORM COIL· REMOVE PIPE.) RECYCLED WATER TAG • CHRISlY'S OR EQUAL PVC SCH 40 SLIPxFIPT ADAPTER, (2 REQUIRED) NOTES: 1. ALL WIRE TO BE INSTALLED AS PER LOCAL CODES. 2. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. @ PVC LATERAL LINE -PIPE PER SPECS. ANGLE TO SPECIFIED DEPTH WITH 45 ELLS @ SCH. 80 UNION @BRICK SUPPORTS • (1) ONE AT EACH CORNER @ 3" SCH. 80 NIPPLE TYP. (3 TOTAL) @ LANDSCAPE FABRIC @) 1 C.F.-PEA GRAVEL @ PVC MAINLINE PIPE FROM BACKFLOW PER SPECS. @) PVC SCH.40 ELLS (2) (D INSTALL SPRINKLER ANGLE FOR MAX. THROW IF IRRIGATING SLOPES @ FINISH GRADE OF SOIL OR MULCH WHERE OCCURS @PAVING OR STRUCTURE @ SPRAY HEADS: 4' FROM WALKS AND CURl3S 8' FROM STRUCTURES @ POP-UP SPRINKLER WITH PURPLE CAP AND BUILT-IN CHECK VALVE @ 1/2" MARLEX STREET l!LL (MIPT X FIPT)(2) (j) 1/2" SCH. 80 PVC THREADED 6' NIPPLE @ 1/2' MARLEXSTAEETELL (MIPTx FIPT) @ PVC LATER/lJ.. LINE @ SCH. 40 PVC S XS X FIPT TEE OR ELL ···-....................................... . 12" MIN. E-11 '11 NOTE: - 1. Contractor shall install additional anti-drain valves, as required, to prevent low head drainage 2. Use bottom inlet only 3. Use pop-ups on all heads within 10' of walks, lawn, or curbs. MASTER/REMOTE CONTROL VALVE NOTTO SCALE © POP-UP SPRAY HEAD NOTTO SCALE STREET SURFACE POTABLE MAINLINE (SEE IMPROVEMENT DRAWINGS) 3.5 FEET 12 IN. MIN. REQUIRED VERTICAL SEPARATION ,.._,,.. ......._ RECYCLED WATER WARNING _;:,-TAPE ABOVE MAINLINE. RECYCLED WATER IRRIGATION MAINLINE NOTE: SEE TRENCHING DETAIL. LEEVE ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE ANO LABELED. (SEE NOTE 10, SHEET L-6) POTABLE SERVICE LINE CROSSING NOTTO SCALE DATE INITIAL ENGINEER OF WORK MAll'ILINE SPECIFICATIONS: CL. 315 FOR 2" OR MORE SCH. 40 FOR 1·1/2'' OR LESS. NOTe: ALL PRESSURE MAINLINE UNDER DRIVES SHALL BE BURIED TO A 36" MINIMUM DEPTH. NOTES: 1. Pipe shall be snaked side to side in trench to allow expansion. (D FINISH GRADE @ CLEAN BACKFILL· 90% COMPACTION REQUIRED • SEE SPECS 18" aIID~--\5 i::a-,...,...r= ~l';t;I-H;,;::~----\6 • .,,--~ - -~ @ PURPLE NON-PRESSURE: LATERAL LINE PEA LEGEND @ PROVIDE 2" OF CLEAN SAND BELOW PRESSURE MAINLINE @ PURPLE COLOR PRESSURE SUPPLY LINE PER LEGEND IF ROCK LARGER THAN 2" IS PRESENT @ DIRECT BURIAL, LOW VOLTAGE CONTROL WIRES. INSTALL BELOW (j) 6" MIN. CLEARANCE FROM HARDSCAPE ( MAINLINE ONLY) PRESSURE SUPPLY LINE. BUNDLE AND TAPE WIRES AT 12' O.C. LOOP @ RECYCLED WATER WARNING TAPE ABOVE MAINLINE. CONTROL WIRES AT ALL 90 DEGREE CHANGES IN DIRECTION. SPLICING ONE 12" ABOVE ANO ONE RESTING ON THE MAINLINE OF WIRE RUNS IS NOT ALLOWED UNLESS APPROVED BY THE OWNER ® TRENCHING NOTTO SCALE "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE CIT II CITY OF CARLSBAD II SHEETS I PLANNING DEPARTMENT L-14 PALOMAR TRANSFER STATION CARLSBAD, CALIFORNIA ~APPR~~~( q. ~7! '--1-tZ-c,'1 I DATE LANNING I,\ OWNBY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKDBY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWDBY: CUP260{C) 443-3L tS (JJ t lJJ r G)HARDSC @ CLEAN BACKFILL• 90% COMPACTION REQUIRED • SEE SPECS @ SAND (TYPICAL) 6' " .a· :A mm= m;._ mW~ =m~n =mm, .• I; r @ NON-PRESSURE LATERAL LINE IN SLEEVE : -I ::: 18" MINIMUM DEPTH .ITT I ',I ,.,..;illf, 1,.,..;1 @ CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE @SLEEVES UNDER ROADS: 3" 6" or let;s in dia.-36" cover Greater than 6" In dla. Sch. 80 PVC-48" COVER SLEEVES UNDER PAVING (non-roads) Less than 3" In dia.-18" cover 311-51/211 in dia. -24" cover 6" or greater in dia. • 36" cover sch.40 PVC NOTES: 1. All sleeves to be Sch.40 PVC ( Sch.SO under vehicle paving). NOTE: 2 3 6 2. All sleeves shall be 2x the size of the plpa being carried. Min. sleeve size shall be 2". 3. Extend sleeves 12" beyond edge of hardscape on both ends. 4. Durthg installation tape closed ends of pipes until all laterals and wires have been run. ALL PRESSURE MAINLINE UNDER DRIVES SHALL BE BURIED TO A 36" MINIMUM DEPTH. @ J_ SLEEVING 18" -~ ... -~- lb-;-2:rrn:anr-r-l . LlC .. 4' I>.:'°" :-: NOTTO SCALE ~m™~ .. '-4Tn11=.~=1~,==---- -=11 I= ~,_11 ::::jffi>~ ..Ji""t>'S.u -7TT -ll _-:: 0 9' DIA. PLASTIC VALVE BOX WITH PURPLE LOCKING COVER INSTALL 2" ABOVE GRADE IN GROUNDCOVER --® ~~--< @ FINISH GRADE NOTE: .r::i,:U-~ II - 11, ,m=_:l-LI_"""·c "4 l:;,;.4~:I.------I TTT-,, .. . -·~ . ~. . "··· ·-... .,. ,, I , ', ~ . QUICK COUPLER SHALL BE TYPE APPROVED FOR USE WITH RECYCLED WATER WITH ACME THREADS © ® © 0 © ® @ PAVING OR STRUCTURE QUICK COUPLER WITH RUBBER CAP 5' DEPTH PEA GRAVEL INSTALL BOX LEVEL WITH 2 STANDARD BRICKS RED BRASS COUPLING RED BRASS RISER 1/2 CU. FT. MIN. CONC. THRUST BLOCK PVC ELL OR TEE (CONNECTION TO MAINLINE) @ (2) RED BRASS STREET ELLS @) RED BRASS NIPPLES (2) @) RED BRASS ELL @ PAINT "Q" ON COVER QUICK COUPLER NOTTO SCALE ® • TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTIJR.B-LAND PLANNING 9903 BUSINESSP ARK A VE. SUITE C• SAN DIEGO, CA 92131 PH: (8)8) 693-8824 FAX: (8)8) 693-ll82 TDGJOBNO. 01-39.10 DATE: 02-14-06 4 0 LOW VOLTAGE WIRE, 3 MAX. @ OUTER CASE OF CONNECTOR @ INNER CASE OF CONNECTOR 3 G) STRIP & TWIST WIRES FOR PROPER CONNETION G) COPPER SLEEVE CRIMP INSTALLED W/ RECOMMENDED TOOL NOTE: Fill Inner case with water proof sealer prior to final assembly. All wire routed between controller and remote control valve shall be a continuous run with no wire splices. Wire splices shall only occur at the remote control valve and controller pigtail ( if required ) WIRE CONNECTOR CD PRIMARY MAIN LINE. SEE 0 BALL VALVE. SEE DETAIL PLAN FOR SIZE. @ SUB-MAIN (PURPLE COLOR)-@ CONTROL VALVE. SEE DETAIL SIZE VARIES. a,_ SEE SCHEDULE BELOW ~ QUICK COUPLER. SEE DETAIL. MAINLINE SCHEDULE: 1-10 GPM 1" SCH. 40 11-18GPM 1-1/4"SCH.40 19-25 GPM 1-1/2" SCH. 40 26-39 GPM 2" CL 315 40-58 GPM 2-1/2" CL 315 @TEE OR ELL WITH REDUCER BUSHING Ci) LATERAL LINE (CL 200). PURPLE COLOR. SEE PLAN FOR SIZE. VALVE MANIFOLD INSTALLATION {TYPICAL) NOTTO SCALE NOTTO SCALE DATE INmAL ENGINEER OF WORK 0 2 7 r- VANDAL RESISTANT CD CONTROLLEA,PEDESTAL PEA MANUFACTURERS RECOMMENDATIONS. SEE LEGEND FOR SPECIFICATIONS @ 120 VOLT POWER SUPPLY IN J-BOX, BY OTHERS @) ELECTRICAL CONDUIT (1") 0 LOW VOLTAGE WIRE IN GREY PVC CONDUIT (2" DIA.) WIRE TO BE SLEEVED IN CONDUIT TO 18" BELOW GRADE @swEEPELL @ LOW VOLTAGE WIRE TO REMOTE CONTROL VALVES (j) FINISHED GRADE © RAIN SENSOR DEVICE, CONNECT TO CONTROLLER PEA MANUF'TRS RECOMMENDATIONS W/VANDAL RESISTANCE ENCLOSURE Q) PEDESTAL CONTROLLER 12 12"MIN. /1\ REVISION DESCRIPTION 11 NOTE: 0 SHRUB OR BUBBLER HEAD 0 1/2" SCH 80 PVC RISER © FINISH GRADE 0 8' FROM STRUCTURES 0 EDGE OF WALL, FENCE OR OTHER CONSTRUCTION ® 1/2" X 1/2" FIPT X FIPT SCH 40 PVC ELL 0 1/2" MARLEX STREET ELL (MIPT X FIPT) © 1/2" SCH. 80 PVC THREADED 6" RISER (v 1/2' MARLEX STREET ELL(MIPT X FIPT) @ PVC LATERAL LINE @ SCH. 40 PVC S XS X FIPT TEE OR ELL @ 12" FOR SHRUB SPRAYS 6" FOR SHRUB BUBBLERS @ RECYCLED WATER WARNING TAG (ADHESIVE-BACKED), ATTACH TO RISER 1. Contractor shall install additional anti-drain valves, as required, to prevent low head drainage. 2. Use pop-ups on all heads within 1 0' of walks, lawn, or curbs. 3. Stake with galvanized steel pipe or rebar. SPRAY HEAD ON RISER NOT TO SCALE "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE [IT]I CITY OF CARLSBADIISi!EblSI PLANNING DEPARTMENT L-14 PALOMAR TRANSFER STATION CARLSBAD, CALIFORNIA ~APPR~✓~• f Gr-fjl,lt I Y·IZ.•01 DATE LANNING OWNBY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKDBY: OTHER APPROVAL CITY APPROVAL RVWDBY: CUP260(C) 443-3L SECTION I ELEVATION LEGEND CD SURFACE @ MOUNTING BRACKET Q) RAIN SENSOR WIRED NORMALLY CLOSED @ MOUNTING SCREW (1 OF 2) @ WIRE TO IRRIGATION CONTROLLER @ WIRE TO REMOTE CONTROL VALVE NOTE: • MOUNT IN AN AREA THAT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN THE PATH OF SPRINKLER SPRAY. (NEAR THE CONTROLLER IF THESE CONDITIONS ARE MET.) • PROVIDE VANDAL RESISTANT ENCLOSURE PER MANUFACTURER'S RECOMENDATION. RAIN SENSOR MOUNTING DETAIL NOTTO SCALE ;= ::..c:.; I I M R I I 11~.--~· I @-!1 Li ---- ) I II I I // 2' /I c:::::::::==.::,, PUBLIC PRIVATE ITEM 1 4 5 8 3 3 12" MIN. 36' MAX. 7 3 9 ITTINGS • REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT 4. ✓ /J . IF4r----f--,------...... :-'.'.'~~~'.'.".:::-------1.:::✓-::::...,,~~:....!:{}/~~ 6-o4 2 INCH AND UNDER atY ENQN£ER DAlE BACKFLOW INSTALLATION STANOARO \lWG. MO. W20 R.P. BACKFLOW PREVENTER • TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTlJRBo LAND PLANNING 9903 BUSINE. SSPARKAVE. SUITEC• SANDIEGO,CA 92131 PH: (858) 693-8824 FAX: (858) 693-1182 TDGJOBNO. 01-39.10 DATE: 02-14-06 NOTTO SCALE NOTE: Contractor shall install additional anti-drain·················•--.. valves, as required, to prevent low ----.................. ·ttl?lt .... . head drainage 't Use bottom inlet only Use pop-ups on all heads within 1 0' of wa ks, lawn, or curbs 12"MIN. --5 -- ----..J6 ,7"----------(7 41-,""n'~,¢-:"""'""-------\S G) INSTALL ROTOR AT ANGLE FOR MAX. THROW IF IRRIGATING SLOPES @ POP-UP SPRINKLER WITH PURPLE CAP ANO BUILT-IN CHE:CKVALVE @ 1/2" MARLEX STREET ELL* (MIPT X FIP1)(2) {j) 1/2" SCH. 80 PVC THREADED 6" NIPPLE* @ 1/2' MARLEX STREET ELL (MIPT x FIPl)* @ PVC LATERAL LINE @ FINISH GRADE OF SOIL OR MULCH WHERE OCCURS @ PAVING OR STRUCTURE @ ROTORS: 12" FROM WALKS AND CURBS, AND STRUCTURES @ SCH. 40 PVC S XS X FIPT TEE OR ELL ® @ CD ROOT BALL @ 2' MULCH LAYER POP-UP ROTOR 1 t ;w;111r 1 a" . ~w: jf mmmrr CD FINISHi:D GRADE ® PLASTIC VALVE BOX WITH PURPLE BOLT DOWN COVER. USE STAINLESS STEEL BOLT NUT AND WASHER HEAT BRAND 'GV' ONTO LID. @MAINLINE REGULATING VALVE 2 0 BRICK SUPPORTS @1/2 C.F. 3/4" CRUSHED GRAVEL @BALL VALVE {2) LANDSCAPE FABRIC @ 4' DRAIN GRATE, NOS II (PURPLE, HANO TIGHT Fil) © BUBBLER HEAD ASSEMBLY. $EE NOTE BELOW. @ 4" SOIL BERM 4 1 I @ FINISH GRADE (z) VALCON ADV CHECK VALVE @ 4"-PERFORATED PIPII: WI FILTER '61 ;,..,, / t------------4,,/// // //// // -----------✓/// ,'/ FABRIC WRAP @ SCH. 80 RISER @) P.V.C. LATERAL @ P.V.C. LATERALORSXT90ELL @PEA GRAVEL @) PLANTING BACKFILL NOTE: //// // ,__ _________ __,.,,,,,,/ ,,,, //// // -----------;;;; ;; t-----c:--:-=-:-------t~ DEP H ____ RO-'--O"--TB'----ALL""------1';; :9f ,'. j ;ROOT; t------------l'.;_B.ALJ..;; 1------------1,,,,, ,,,, ,.,, //,'/ // -----------//// // ,'/// // -----------;;:;; ;:; t------------l'.;;:;; INSTALL TWO (2) BUBBLER HEAD ASSEMBLIES PER TREE TRUNK. INSTALL ONE IN 4' PREF. PIPE AS NOTED ABOVE AND ONE WITH 6" POP-\JP SODY (SEE POP•\JP SPRAY HEAD DETAIL). TREE BUBBLER INSTALLATION (AT BOXED TREE LOCATIONS) ® 3 NOTTO SCALE 8 DATE INITIAL ENGINEER OF WORK NOTTO SCALE ® ® ~AMPLE; POTABLE WA'lfR SYSTEM OF CONTROLLER A" REMOTE CONTROL VALVE ON STA. #9 PLAN REVISION DESCRIPTION offi ;, 0 ow ow ow ow ow ow ow ow ow ow ow ow ow 9 2 CD GEAR DRIVEN SHRUB ROTOR: NOZZLE SHOULD Bl: 12' ASOVE GRADE AT COMPLETION OF INSTALLATION @ 1/2"0 GALVANIZED STEEL PIPE OR #4 REBAA 80"LONG @ FINISHED GRADE @ CHECK VALVE (INSTALL ONLY IF HEAD ASSEMBLY DOES NOT INCLUDE CHECK VALVE) @ 18" PVC SCH, 80 RISER @ (2) CLAMPS WITH PLASTIC "ZIP TIES' OR STAINLESS STEEL HOSE CLAMPS (z) SUPPLY LINE TEE OR ELL @ SWING JOINT (2 MAR~EX S x TELLS) @ RECYCLED WATER WARNING TAG (ADHESIVE-BACKED), ATTACH TO AISER NOTE: 1. A SWING PIPE ASSE:MBLY MAYBE USED WITH FLOWS LESS THAN 4 GPM. ROTOR ON RISER !! II ,-ill Ii II! ~ .,~ RW A ARV AIR ~EUEF VALVE RW A BS BASl<ET S1RAINERS RW A COMM COMMUNICATION $PUCES RW A Fl FERTILIZER INJECTORS RW A FS FLOW SENSORS RW A FVA FLUSH VALVE ASSEMBLY RW A GR GROUNDING ROD$ RW A BV BALL VALVES RW A MS MOISlURE SENSORS RW A MV MASTl:R VALVE RW A SB SPLICE eox RW A (SrA #) REMOTE CON1ROI. VALVES RW A QC QUICK COUPU:RS NOTTO SCALE A-VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING OR ALUMINUM ASPHALTIC BASE WATitRPROOf PAINT, B-CON1ROL VALVi!S SHALL BE INSTALL<l) TO ALLOW ORDERLY ARRANGE;MENT OF VALVE BOXES. c-~~~lfot~ ~~Bii/.~y_'N SHRUB OR D-LOCATION OF VALVE ASllEMBLIES SHA!,L BE STAKED FOR APPROVAL BY LANDSCAPE .ARCHITECT PRIOR TO IN$TALLATION. E-CENTER VALVE BOXES OVER VALVE ASSD.481.E TO FACILITATE AC¢ESS AND MAINTENANCE. F-SET VALVE BOXES AT EQUAL ELEVATIONS W/ TOPS AT 2" ABOVE i'lNISH GRAD~ IN SHRUB/ GROUNDCOVER AREAS, G-VALVE BOXES SHALL BE SET PARALLEL TO EACH O'l'HER AND PERPENDICULAR TO EOG£ OF AREA. H-DO MOT DEFORM OR COLLAPSE VALVE BOX BY EXCESSIVE SOIL COMPATION AROUND BOX, I-SEE ALSO INDMOUAL VALVE INSTALLATION DETAILS. CONTACT LANDSCAPE ARCHITECT FOR INFO ON ANY DEVICE IN A BOX NOT LISTED, c===========:::i--4 Lt®NP 1-20's1r JUMBO~ECTANGULAR VALVE BOX 2-16"x11 STANO O RECTANGULAR VALVE BOX 3-10' DIA. ROUN VALVE BOX 4-EOGE OF AAEA. CURB, WALK OR WA!,L VALVE BOX IDENTIFICATION AND PLACEMENT SCALE: N.T.S. APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT " P.E. EXP. llEVIEWED BY: INSJ:>ECTOR DATE DATE PALOMAR TRANSFER STATION CARLSBAD, CALIFORNIA klm~ IX-.~. y. tz..o? DATE D BY; PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKDBY: OTHER APPROVAL CllY APPROVAL RVWDBY: CUP260(C) 443-3L ZS OJ ' OJ r- • · PLANT LEGEND D C TREES BOTANICAL NAME ALNUS RHOMBIFOLIA CASSIA LEPTOPHYLLA ERYTHRINA CRISTA-GALLI TRISTANIA CONFERTA EXISTING TREES (PROTECT IN PLACE) SHRUBS SALVIA LEUCANTHA ESCALLONIA FRADESI XYLOSMA CONGESTUM PHORMIUM T. 'MAORI SUNRISE' ACACIA LA TIFOLIA BOUGAINVILLEA 'SAN DIEGO RED' GROUND COVERS COMMON NAME WHITE ALDER GOLD MEDALLION TREE COCKSPUR CORAL TREE BRISBANE BOX MEXICAN SAGE PINK PRINCESS SHINY XYLOSMA FLAX SIDNEY GOLDEN WATTLE BOUGAINVILLEA {TRAIN ON FENCE) SIZE 24" BOX 24" BOX 24" BOX 24" BOX 1 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL QUANTITY 5 23 3 27 268 27 46 12 27 10 f,.. .. ..,.\'•..,..:: _ _.-:,.,...,..~ .~'.-.,.,....._:,·j SLOPE SAVER II RED FESCUE SEEDED @ THE RATE OF 12 lbs. PER 1000 SJ. ~ GAZANIA MITSUWA' YELLOW' TRAILING YELLOW GAZANIA GAZANIA FLATS@ 18" O.C. ~ MYOPORUM PARVIFOLIUM TRAILING MYOPORUM FLATS@ 18" 0.C. STANDARD No. 2 . Vd;d LANTANA SELLOWIANA TRAILING LANTANA 1 GAL. 18" O.C. ROOTBARRIER: BIOBARRIER ROOT CONTROL SYSTEM OR EQ. TEL. (800) 284-2780 KEY MAP NEW SHADED AREA TO BE LANDSCAPED REMAINING AREA OF THE PROPERTY TO REMAIN THE SAME. SEE SHEET L-11 FOR PLANTING DETAILS AND ADDITIONAL NOTES. ~ North NOTTO SCALE • TESHIMA DESIGN GROUP LANDSCAPE ARCHITECT!JRB LAND PLANNING 9903 BUSINESSPARK AVE. SUITE C• SAN DIEGO, CA 92131 PH: (85&)693-8824 FAX: (858)693-1182 TDG JOB NO. 01-39.10 DATE: 02-14-06 s SIDEWALK ) ..._____, ------------------ I ~ c,t l,2'' &1 ) IO ~~ ~ North I I' I I I / I I._,,, / I I SIDEWALK c,r. 16' CtWt.c - '• .. . . · .. , ...... WEEDCONTROL MEASURES: UPON COMPLETION OF ALL FINE GRADING WORK AND SOIL PREPARATION, PERFORM WEED CONTROL MEASURES AS FOLLOWS: A. IRRIGATE ALL AREAS DESIGNATED TO BE PLANTED FOR A MINIMUM OF 10 MINUTES PER SITTINGS PER DAY FOR SEVEN DAYS TO GERMINATE ALL WEED SEED POSSIBLE. B.APPLY A CONTACT WEED KILLER AND ALLOW SUFFICIENT TIME TO OBTAIN COMPLETE KILL OF ALL WEEDS GERMINATED. C.REPEAT STEP ONE ABOVE. D.REPEAT STEP TWO ABOVE. TREE PLANTING NOTES: Plant trees minimum 2' from curbs. Plant trees minimum 5' from paving. Plant trees minimum 7' from sewer lines. Trees ehall not be planted in conflict with public utilities. All trees within 5' of any hardsoape shall havei root barriers. /..J "AS-BUILT " APPROVED FOR PLANTING AND IRRJGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. l'.E, EXP. ___ DATE REVIEWED BY: INSPECTOR DATE I CITY OF CARLS. BAD II SHEETS··., l----+----+--------------+----1---1----li----l PLANNING DEPARTMENT L-14 l----+----+--------------1---1---1----li----l u 0 5' 20' 40' SCALE: 1"=20'-0" REVISED 3-13-07 PER PLAN CHK. REVISED 4-5-07 PER PLAN CHK. DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PALOMAR TRANSFER STATION CARLSBAD, CALIFORNIA ~APPROVED 1 ~~it '-f. !2-"7 I '4-i:s:,'(I LANNING . DATE OWNBY: PROJECT NO, DRAWING NO. CHKDBY: CUP260(C) 443-3L RVWDBY: & c,.., ' OJ r- .._ 0 ...a: i I , , , ! • I I I I I I II d ; I l / " I u I ' I f 'II I If, ~/ ; ' ' 'J ,, _ _,, / ., · ·. ,-I /i / ::1 ~--F" I I ,/ I I I /I I rl I ; I Ii :' ,I , 1 · / I ,1 I / I I I 1' I / I I I ,, I (1 I I I I ' I I I . I I ! I / I 11 I j / /4 I l · I /' ' ,, I II I n I ,l1 ~ I ,, l // . I ll I I I II I !/ I t-, I ;./ t i I I ; I i / ' • I I SEE SHEET L-11 FOR PLANTING D~TA 1IS ND ADDITIONAL NOTES. / i , I KEY MAP NOTTO SCALE • TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE-LAND PLANNING 9903 BUSINESSPARK AVE. SUITE C• SAN DIEGO, CA 92131 PH: (858)693-8824 FAX: (858)693-1182 TDGJOBNO. 01-39.10 DATE:10-28-08 ', ·, . . .-.:::.._ •, ' .. -.... --\·. : \ .. ,. \ ... ---\· . --.. ~· .. ~ ~ \ 1. ( -. \\ \J ~,67/,~ .• -~~·- ~ . \' -, cf>, ...... ~ ' -'~ \\--0 ' , ' ROOT BAR lYP. / , / /' /' -~-/. ">r--EXISTI TOR / TREE PLANTING NOTES: Plant trees minimum 2' from curbs. Plant trees minimum 5' from paving. Plant trees minimum 7' from sewer lines. Trees shall not be planted in conflict with public utilities. All trees within 5' of any hardscape shall have root barriers. NOTE: EXISTING LANDSCAPE AREA PLANTING / MAINTENANCE NOTES: 1. CONTRACTOR SHALL HAVE TWO THOROUGH STANDARD SOIL TESTS PERFORMED AND COMPLETED BY A LICENSED AGRONOMIC LABORATORY PRIOR TO AND AFTER LEACHING OF SALTS AND 2. 3. 4. 5. PRIOR TO ANY PLANTING OF PLANT MATERIAL. THE SOILS TEST SHALL INCLUDE, BUT NOT BE LIMITED TO, THE TESTING OF SOIL SALT LEVELS, NUTRIENT LEVELS, AND SOIL PERCOLATION. PER MANUAL SUBMIT TO CITY INSPECTOR FOR APPROVAL. ALL PLANT MATERIAL SHALL BE APPROVED AT THE PROJECT SITE BY THE CITY INSPECTOR/ LANDSCAPE ARCHITECT PRIOR TO ANY PLANTING. ALL PLANT MATERIAL REJECTED BY THE OWNER OR LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE PROJECT SITE AT NO ADDITIONAL COST. SUBMIT PHOTOGRAPHS OF TYPICAL TREE FOR EACH VARIETY AND SIZE, TO BE PROVIDED UNDER THIS CONTRACT FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO DELIVERY TO THE PROJECT SITE. ALL PLACEMENT OF PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ALL PLANT SIZES ARE MINIMUMS. SIZES ARE TYPICAL FOR EACH PLANT SPECIES. ALL PLANTS ARE TO BE FREE OF DISEASE AND SCARS, AND ARE HAVE GOOD COLOR, FULL HEADS AND GOOD CALIPER ( 24" BOX -1 1/4" MINIMUM, 36" BOX -2 " MINIMUM ). 6. ROOT CONTROL BARRIERS SHALL BE INSTALLED WITH ALL TREES THAT ARE WITHIN FIVE FEET OF ANY HARDSCAPE. INSTALL ROOT BARRIERS ADJACENT, AND PARALLEL TO, EDGE SHALL BE REFURBISHED, REPLACING ALL MISSING ALL MISSING GROUND COVERS AND SHRUBS AND ADDING PLANTINGS, MULCH AND REINFORCED STRAW MAT AS REQUIRED TO MEET SLOPE / 7. OF HARDSCAPE. BARRIERS SHALL BE TWELVE (12) FEET IN LENGTH MINIMUM ON EACH SIDE OF TREE. ROOT BARRIERS WILL NOT BE WRAPPED AROUND THE ROOTBALL. PRIOR TO ANY PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL, ANO ALL PLANTING AREAS SHALL BE FREE OF WEEDS, ROCKS AND DEBRIS. RAKE AND FINE GRADE ALL PLANTING AREAS PRIOR TO PLANTING. APPLY PRE-EMERGENT HERBICIDE IN ALL AREAS PRIOR TO SPREADING MULCH. REVEGETATION REQUIREMENTS PER NOTES 8. PLANTING AND FINISH GRADES AT LIMIT OF WORK SHALL TRANSITION SMOOTHLY WITH ALL EXISTING PLANTING AND GRADES. '/ --SHEETL-11 .,, -\~Q 9 UPON COMPLETION OF PLANTING OPERATIONS AND BEFORE ANY SITE OBSERVATIONS, REMOVE ALL EXTRANEOUS MATERIAL AND DEBRIS, AND BROOM AND WASH THE AREA CLEAN. / / \, \ ·~~\ ((.,. 10. 11. PROVIDE MINIMUM 3" LAYER MULCH IN ALL SHRUBS AND GROUNDCOVER AREASLESS STEEP THAN3: 1. (ECO-MULCH) ALL SLOPES 2:1 OR GREATER TO RECEIVE STRAW NETTING TO PREVENT EROSION. I , 2. i I LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE STANDARDS OF THE LANDSCAPE REG TIONS OF THE CITY OF CARLSBAD AND ALL OTHER LANDSCAPE RELATED CITY AND / REGJO L STANDARDS. .. ·.••·:'.••·•:'~--:_""q""t"'{"'t"'•L~t~=.::cAsrc.)=:;:~r~:r,+.xc,;i""<:""i"".j"'f-,:;\7:7,:;·E2Ts ~%~;~;~=G~~~ ~~~~; ~~~~:: :~~0:H~u:FF~~~~~1~~:~:~:sR::F:~~:T~~~~SES, .. .. ))i\>c::;.:.;.-,:•··:. ,;,. ·••:·:;; · PLANTS O MEET OR EXCEED THE MEASUREMENTS SPECIFIED. ·•·/•/•:>---.:.·· ) ·: . . ._.., 14. LANDS PING SHOULD BE MAINTAINED TO ENSURE WATER EFFICIENCY. A REGULAR MAINTENANCE ./}(?\di .s.· . ~ SC HOULD INCLUDE BUT NOT BE LIMITED TO: CHECKING, ADJUSTING, AND REPAIRING '· · •·· _.. ,?-. G~3QUIPMENT; RESTETTING THE AUTOMATIC CONTROLLER; REPLENISHING MULCH; _.EE IZI~g~I.JNING AND WEEDING IN ALL LANDSCAPED AREAS. ·G'" 0 ~ ;. ---15. AL T ~siii§ss A. ND GROUNDCOVERS WHICH HAVE BEEN PLANTED AND WHICH DUE TO ,,,-(I . "__ -CIDENT, ~~:OR OTHER CAUSE, FAIL TO SHOW A HEALTHY GROWTH WITHIN ONE YEAR --c/ \ "l / 2i C) U HC>t,J!..DBE REPLACED. D/S.,,,--·-·" 20 ':J. 15;· -TERING_~HOULD BE SCHEDULED BETWEEN THE HOURS OF 9:00 PM AND 6:30 AM TO AVOID ~ • ,,,,-, ,,,---.. J R_l3-_ · Til'{G DURING TIMES OF HIGH WIND OR HIGH TEMPATURE. DEEP WATERING PRACTICES ·r-• /,/ 7_ g ('i-·sHALL E UTILIZED TO PROMOTE DEEP ROOTING OF TREES AND SHRUBS. // _/ ./ /_,..-,,-.--17. TREES AND SHRUBS SHOULD BE TRIMMED OR PRUNED TO PREVENT BLOCKING OR INTERFERENCE // ,./ / ,-, , WITH THE FOLLOWING: ,. / //,. ,--,-· ' a. SIGHT DISTANCE VIEWS / _,,-, b, PEDESTRIAN OR VEHICLE ACCESS. / / c. INSTALLATION, MAINTENANCE, OR REPAIR OF ANY PUBLIC UTILITY OR FIRE LANE. / ., d. DAMAGE TO PROPERTY LINE FENCES OR STRUCTURES ON ADJOINING PROPERTIES. / / / - / ,/ 18. ALL LANDSCAPED AREAS SHALL BE REGULARLY WATERED, FERTILIZED, WEEDED AND OTHERWISE KEPT IN GOOD CONDITION. 19. REFER TO CIVIL ENGINEER'S DRAWINGS FOR "PERMANENT BEST MANAGEMENT PRACTICES". NO LANDSCAPE AREAS ARE BEING USED THAT WILL PROVIDE "PBMP's" 20. LONG• TERM MAINTENANCE OF ALL AREAS OF PROJECT WILL BE THE RESPONSIBILITY OF OWNER. 21. LANDSCAPE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISED PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILlllES FROM VIEW. 0 ,. 201 401 Nc)rt.h $CAI.I:!:: l"=~0'-0" ~ev1eeo 6-16-0'7 F'E:ft Pl.AN CH!<.. iie.ev1eeo 1-e>-~OO<=I F'ER F'I.AN CH!<.. REVISEO 04-05-01 PER Pl.AN CH!<.. APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT " P.E. EXP. REVIEWED BY: INSPECTOR DATE DATE 12/4/08 DB f ADDEDIREFURBISHMENTPLANTING ~1 CITY OF CARLSBAD If SHEETS I ~-=~~~_lll=~===!!!!E'!!.!:~!!!!!'!!_ __ +----1-----J!~~.ll.!~ ~. PLANNING DEPAR1MENT . L-14 I---J'---+----------------1---1---1----+---l PALOMAR TRANSFER STATION CARLSBAD, CALIFORNIA 1---+------1f-------------+---+--+--+---I ~PROVED M{ q-~-4iit: ~ANNING DATE DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWNBY: __ _ CHKDBY: __ _ RVWDBY: PROJECT NO. CUP260(C) DRAWING NO. 443-3L 4 I -(2) 2 IN. DIA. X 10 FT. LONG I..OP6cl"OU: 2- s- 4- s- 6 - , - PINE &TAl<E&, &ET PEFI.Pf:NDICUJ..AR TO PRE:VAII..INe l'IIND&. V.I.T. 'CINCH TIE:&', OR E:GUAJ... INSTAJ..J.. PE:R MANUFAC-TURE:'& &Pf:CIFICATION&. &ET CFI.Ol'IN 2 IN. A60VE: FINISH el'I.ADI:. CUT TOP &l:CTION OFF OF &TAKE DAMAeE:D 6'T' HAMME:RINe. FINISH eRAPE:. 6Ac.KFIJ..J..(&ee &Pe:CJ PUPDL.e: ANP &ETTJ..E. &ET TRl:e: 2 IN. ABOVE: FIN. 61'1.. 2 X FI.OOT6Al..l.. DIA!"le: I e:R. r(l;:MOVE: CAJ..ICHe l..A'T'e:R FOR PFI.OPf:R PRAINAee ANP ROOT 61'1.0l"ITH. e -S IN. l"IATE:R!Ne 6A&IN, EXCEPT IN J..Al'IN AFl.e:A&. Re:MOVE: AFTE:R MAINT. Pe:RIOP. <! -Pl.ANT T AE:l..e:T&. INST Al..J.. PeR MANUFACTURE:'& &Pl:CIFICATIONS. 10 -PJ..Ace &T Al<E& OUT&IDe: OF FI.OOT6AJ..J... 11 -4' PE:RF. P!Pe: 1"1/61'1.ATE:-l'IRAP l"IITH Fll..TE:R FAE:RIC. F'l..ACe:P AT BOTTOM OF TReE: PJ..ANTINe e:XCAVATION. -I Pe:R IS 6AJ..l..ON TFl.ee: -2 PE=R :24" eox mee 12 -FINISH efl.APE AT &LOPe: (A& RE:GIUIRE:D) PJ..ANTIN6 PIT TO eE 6RADED I, I INSTAJ..J.. Rc:INFORCED STAAl"I MAT FOR EROSION CONTROi.. l"IHILE PLANT STABLISH. ® ______ TRe ____ l: ___ -... S .... T .... A .... K_IN6=-$......,;;;.D .... AA ....... INA ___ e, __ E _______ _ N.T.S. ~-++---1---1 IN. AT TURF NOTE:, FI.OOT 6AAAIERS SHAJ..l.. BE IN&TAJ..LeP l"IHeN TFl.e:E IS l"IITHIN S FT. OF AN'T' HARO&CAPf:, AND 5HAJ..J.. BE IN&TAJ..l..e:P APJACeNT TO THE HARDSC-APe: ONJ.. 'T' PE:R THE MANUF. &Pe:CIFICATIONS. 4 2 IN. 5 2 IN. AT 5HRU6 ,.-,-soJL 6Ac.KFIJ..l.. MIX 610-BAFI.RIER AVAJ..IAel..E AT 6UTU:R'5 MILi.. &AN DIEeo, CA. (61<!) 26S-61el I -S FT. RADIUS 2 -TREE TRUNK S -eI0-eAAAleR 4 -e:P6E OF HA~SCAPe: (CURB, PAVINe, PAP, ETCJ S -12 FT. MINIMUM U:N6TH EACH &IDE OF TReE: A$ NECE!$5AR'T' 'U'i------------RO ...... O .... T ... 6 .... A ... R .... R ..... I __ ER _________ _ \:::J N.T.S. • TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE-LAND PLANNING 9903 BUSINESSP ARK A VE. SUITE C• SAN DIEGO, CA 92131 PH: (858) 693-8824 FAX: (858) 693-1182 TOG JOB NO. 01-39.10 DATE: 02-14-06 , SHRUB :2 ROOT6ALL S 2 X ROOT6ALL DIA. 4 l"IATERIN6 BASIN (IF Rc:Gl'DJ S Pl.ANT TABLETS INSTALL PEl'lt MANFACTUlctl:'S $P!:!CIFICATIONS. s 1 TOP OF CURB, PLANTER, OR PAYIN6. e, FIN. 6RADE AT SLOPE (A$ "1:Gl'D J <I FIN. c:,AADE AT EXISTINc:, SLOPE; (AS lctl:Gl'D) E> PLANTINcS PIT TO eE 6AADED Id 10 MULCH (SEE SPECS.) INSTALL fl!EINFORCED STAAl"I MAT FOR EROSION CONTl'ltOL l"IHILE Pl.ANT STABLISH. fr\ _______ SH_RU_6 ________ _ ~ N.T.S. SECTION PLAN I -2 INCHE:& 2 -PRE:PAFl.e:P ':>OIL S -FINl':>H 61'1.ADe: OR l"IAJ..K 4 -':>e:E PLANT LE6ENP S -CONCFl.e:TE: MOY'! STRIP 6 -6 INCHES 1 -CONC. CURB /y\i----------<:,_RO_. _U_N_D_c. ... o ... YE ........ R...,... _______ _ \.:_) N.T.S. DATE !NmAL ENGINEER OF WORK CITY OF CARLSBAD SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS E.3-1 SLOPE PLANTING E.3-1.1 SLOPE PLANTING STANDARDS E.3-1.2 E.3-1.2.1 E.3-1.2-2 E.3-1 .2-2.1 E.3-1.2-2.2 Slopes requiring erosion control measures as specified herein shall be treated with one or more of the following planting standards: a. Standard #1 • COVER CROP/REINFORCED STRAW MATTING Cover crop shall be a seed mix typically made up of quick germinating and fast covering grasses, clovers, and/or wild flowers. Submit the specific seed mix for City approval prior to application. The cover crop shall be applied at a rate and manner sufficient to provide 90% coverage within thirty (30) days. Type of reinforced straw matting shall be as approved by the City and staked to the slope as recommended by the manufacturer. Reiforced matting shall be required when planting occurs between august 15 and april 15. During the remainder of the year, the cover crop and/or reinforce straw matting may be used. b. Standard #2 -GROUND COVER One hundred percent (100%) of the area shall be planted with a ground cover known to have excellent soil binding charactetistics (planted from a minimum si;:e of flatted material and spaced to provide full coverage within one year). c. Standard #3 -LOW SHRUBS Low spreading woody shrubs (planted from a mimlnum of 2 ¾ inch liners) shall cover a minimum of seventy percent (70%) of the slope face (at mature size). d. Standard #4 • TREES AND/OR LARGE SHRUBS Trees and/or large shrubs shall be (planted from a minimum of one (1) gallon containers) at a minimum rate of one(1) plant per two hundred (200) square feet. AREAS OF APPLICATION (PLANTING) SLOPES •· 6: 1 or steeper and: a. 3 feet or less in vertical height and are adjacent to public walks or streets require at minimum Standard #1 (cover crop and jute). b. 4 feet to 8 feet In vertical height require Standards #1, #2 and #3. c. In excess of 8 feet in vertical height require Standards #1, #2, #3 and #4. SPECIAL CONDITIONS Areas graded flatter than 6:1 require Standard #1 (cover crop) when they have one or more of the following conditions: a. Sheet graded pads not scheduled for Improvements within 6 months of completion of rough grading. b. A potential erosion problem as determined by the City. c. Identified by the City as highly visible areas to the public or have special conditions that warrant Immediate treatment. Areas to be hydroseeded shall first be disked or rototilled to provide a friable, loose seed bed. APPROVED FOR PLANTING AND IRRIGATION ONLY. ''AS-BUILT INCLUDING PRECISE P.E. EXP. LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR ,, DATE DATE mi CITY OF CARLSBAD 11 SHEETS 1 PLANNING DEPARTMENT L-14 PALOMAR TRANSFER STATION CARLSBAD, CALIF'ORNIA ~APPROV~,/ ct-f-f!.ift <-l..1z,-01 I LANNING DATE /,\ DWNBY: PROJECT NO. DRAWING NO. DATE INITLAL DATE INITIAL CHKDBY: REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWDBY: CUP260(C) 443-3L SECTION 024B0 IRRIGATION PART 1 -GENERAL 1.01 GENERAL CONDITIONS: A. The General Conditions, Special Conditions, and Division 1 ore on added port of this section and contract for this work and apply to this section as fully as If repeated herein. 1.02 SCOPE: A. The work Includes all services, labor, materials, transportation and equipment necessary to perform the work Indicated on the Drawings and as specified. The General Conditions ond Division 1 apply to this section as fully as If repeated herein. 1. Related Work: (a) Landscaping Section (02900) 1.03 SUBMITTALS: A. Submit a list of all Irrigation equipment to be used, manufocturer's brochures, maintenance manuals, guarantees and operating instructions. 1.04 GUARANTEE: A. Furnish guarantee In accordance with general conditions, for a period of one (1) year from dote of final acceptance -at conclusion of the Malntenonce Period -on complete wafer irrigation system, Including nonsettllng of backfill In trenches which, If occurs, shall be corrected, Including repairs and/or replacement of any material damaged thereby or therefrom. 1.05 OBSERVATION: A. In all coses where observation of sprinkler system work Is required and/or where portions of work are specified to be performed under direction and/or observation of City Inspector and Architect or his representative, Contractor shall notify City Inspector and Architect at least three (3) working days In advance of time such Inspection and/or direction is required. B. Observation will be required for the following parts of the work: 1. Upon Installation and testing of moln lines and lateral lines; when pipes are lold and are to be submitted ta pressure tests. Do not cover any lines until they hove been observed and opproved. 2. Upon lnstallotton and testing of valves, quick couplers, backflow preventer device, automatic controllers, end control valves and wires. 3. When sprinkler system Is completed, Contractor, In the presence of Architect, shall perform a coverage test to determine If coverage of water afforded the lawn and planting areas Is complete and adequate. Contractor shall furnish all materials and perform all work required to correct any inadequacies to cover. 4. Final observation and performance test shall be at the same time as final observation of the landscape work. 1.06 TESTING: All PVC main and lateral lines shall be subjected to a pressure test of 125 PSI for a period of four hours. All testing shall be In the presence of the City Inspector and Architect. Approval shall be received before backfilling any trench. Do not cover any lines until they hove been observed ond approved. l,PZ RECORD PRAWJNGS /AS-BUILT DRAWJNGS): A, Befor, flnal gccgptqnce of work. Contractor shall provide a record set of drawings showing sprinkler system work, 1. Any changes In location of Items or type of lnstallotlons from that shown on drawings shall be so Indicated on the record drawings. 2. Valves shall be numbered and corresponding numbers shall be shown on record drawings. 3. All remote control valves, shut-off valves, quick coupler valves, meters, controllers, mainlines shall be located by measured dimensions. Dimensions shall be given to permanent objects and shall be to neoreet one-half foot. All mainline changes In direction shall be located by measured dimensions. 4. On the Inside surface of the cover of each Automatic Controller, prepare and mount a chart showing valves and sprinkler heads serviced by that particular controller. All valves shall be numbered to match operation schedule and drawings. Only those areas controlled by controller shall be shown. This chart shall be a plot plan, entire or partial, showing building, walks, roods and walls. A photostatic print of this plan, reduced as necessary and legible In all details, shall be made to a size that will flt Into the controller cover. This print shall be approved by the Architect and shall be hermetically sealed by plastic. This shall then be secured to Inside of cover. 5. Immediately upon Installation of any burled pipe or equipment, Contractor shall Indicate on the drawings locations of sold equipment. Dimensions shall be given from permanent objects such as buildings, sidewalks, curbs and driveways. 6. Final As-Built plans shall be drafted clearly to the satisfaction of the City, and the original mylors shall be submitted to the City for thler keeping. The final As-Built plans should be prepared by landscape architect from dlmensfns provided by contractor. 1.0B GENERAL REQUIREMENTS: A. Code Requirements shall be those of State and Munlolpal Codes and regulations locally governing this work, providing that any requirements of the Drawings and Specifications, not conflicting therewith but exceeding the Code Requirements shall govern, unless written permission to the contrary is granted by the City Inspector. B. Extreme core shall be exercised in excavating and working In the area due to existing utilities. Contractor shall be responsible for damages caused by his operations. C. Connections shall be made at approximate locations shown on drawings. Contractor shall be responsible for minor changes caused by actual site conditions. 0. Landscape headers and mowing strips shell be in place before Installation of sprinkler system. E. Scaled dimensions are approximate. Before proceeding with any work, Contractor shall carefully check and verify oil dimensions. F. Plan locatlons of sub surface lines, valves, controller and pipe lines ore diagrammatic and Indicate the spacing and relative locatlons of all lnstallotlons. G. All lines shall have minimum clearance of six (6) Inches from each other, and from lines of other trodes. Parallel lines shall not be Installed directly over one another. H. Dielectric bushings shall be used In any connections with piping of dissimilar metal materials. I. Point of connection shall be approxlmately as shown on drawings Connect new underground piping and valves and provide all flanges, adapters or other necessary fittings for connection. J. Permission to shut off any existing In-use water lines must be obtained 48 hours in advance, in writing from Owner. Contractor shall receive Instructions from Owner, as to the exact length of time of each shut-off. K. Contractor shall acquaint himself with oil site conditions. 1. PVC Pressure Mainline Pipe Fittings: All burled private piping In the reclaimed water system shall be installed with warning tape Identifying it as reclaimed water with the exception of Intermittent pressure lines. Intermittent pressure lines (line on the downstream side of a controller valve that will not be subject to constant pressure) may be excepted as long as it Is apparent, due to line size and location as determined solely be the District Engineer of City Inspector, that the linee ore part of a reclaimed water sprinkler Irrigation system. Stenciled pipe, as specified below, will be accepted In conjunction with warning tape. (a) Pressure mainline piping for sizes 2• and larger shall be PVC Closs 315, and shall be purple. (b) Pipe shall be made from on NSF approved Type 1, Grade 1, PVC compound conforming to ASTM Resin Specifications "01784". All pipe must meet requirements os set forth in Federal Specifications PS-22-70, with on Appropriate Standard Dimension (S.O.R.} - (Solvent Weld Pipe). (c) Pressure mainline piping for sizes 1-1/2" ond smaller shall be PVC Schedule 40 with solvent welded joints, end shall be purple. ( d) Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to the ASTM Resin Specifications "D1785". All pipe must meet requirements as set forth In Federal Specifications PS-21-70. (e} PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM Test Procedure D2466. (f) Solvent cement and primer for PVC solvent weld pipe and fittings shall be of type and Installation methods prescribed by the manufacturer. Mainline pressure pipe shall be solvent welded utilizing a two step procees with primer and gray glue. ( g) All PVC pipe must bear the foll owing markings. 1. Manufacturer's Name 2. Nominal Pipe Size 3. Schedule or Class 4. Pressure Roting in P .S.I. 5. NSF (Notional Sanitation Foundation) Approval 6. Date of Extrusion (h) All fittings shall bear the manufacturer's name of trademark, material designation, size, applicable 1.P.S. Schedule and NSF Seal of Approval. A.C.P., 4" and above, shall have the words "RECLAIMED WATER" stenciled in 2-lnch green letters on both sides of the pipe In at least three places in a 13-foot section of pipe (total of six places per section of pipe). All pipe shall have stenclllng appearing on both sides of the pipe with the marking "RECLAIMED WATER" In 5/8" letters repeated every 12 Inches. 2. PVC Non-pressure Lateral Line Piping (a) Non-pressure buried lateral line piping shall be PVC Sch 40 with solvent-weld joints, and shall be purple. (b) Pipe shall be mode from NSF approved, Type 1, Grade 11 PVC compound conforming to ASTM Specifications "D1784". All pipe must meet requirements set forth In Federal Specification PS-22-70 with an appropriate Standard Dimension Ratio. (c) Except as noted In Paragraphs (a) and (b) of Section 2.01.A.1(a) and (b), all requirements for non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure mainline pipe and fittings as set forth In Section 2.01.A.1 of these specifications, {Primer not required). All unsized end run later lines shall be 3/4" PIPE. 3. Polyvinyl Chloride Pipe Fittings and Connections: Type II, Grade 1, Schedule 40, high Impact molded fittings, manufactured from virgin compounds as speclfled for piping, tapered socket or molder thread type, suitable for either solvent weld or screwed connections. Machine threaded fittings and plastic saddle and flange fittings are not acceptable. Furnish fittings permanently marked with following information: Nominal pipe size, type and schedule of material, and Notlonol Sanitation Foundation (NSF) seal of approval. PVC fitting shall conform to ASTM D2464 and 02466. C. Automatic Control Wire: 1. Electric wiring running from Controller to Automatic control valves shall be No. 14, solid, single conductor, copper wire, 4/64 Inch Insulation, 4/64 Inch neoprene jacket, style BR (Direct Burial) or equal, color code wires to each valve, common wire shall be white. D. Automatic Controller: 1. Controller shall be furnished and Installed complete with all water, electrical and drainage services, ready for operation. Unit shall be electric, self-contained outdoor type, wall-mounted, or approved equal. See detail for controller enclosure. 2. Unit shall hove a minimum stations as shown on Irrigation Legend. 3. Controller shall be the latest model of the particular manufacturer supplied. 4. Unit shall be 120-volt, 60-cycle controller, be completely automatic and shall function optionally with or without the clock. 5. Any station may be repeated independently In any 24 hours. 6. Stations shall be adjustable from 1 to 59 minutes. 7. Control panel shall be removable plug-In type. 8. Mechanism shall be housed In sturdy, vandal-proof case, manufactured of 14-gouge steel, or case aluminum; furnished for maximum exterior protection. 9. The clock and all working parts of the controller shall be contained within one protecting cover. E. Control Valves: 1. Remote Control Valves shall be of oil Plastic body. Valve shall be provided with an adjustable flow control stem and shall be operable manually without electricity. F. Valve Box: 1. For remote control valves 9-1/2" x 16" x 11" rectangular box manufactured by Corson Industries #14129-12B with purple bolt down cover or approved equal. 2. For ball valve: 10" x 10'1/4" round, Carson Industries #910-12B with purple bolt cover or approved equal. Extension sleeve to be PVC-6° minimum size. G. Sprinkler Heads shall be as required on the drawings or approved equal. I. Boll Valves: 1. Ball valve 1 inch size to 2 inch size shall meet ASTM standards with seals which are self adjusting to compensate wear. Boll valves shall have molded micro-finish ball with low torque requirements to operate unit manually. Ball valve shall have a patented feature -"Preloaded" stem seal and impact resistant handles. L. Contractor shall provide to the Owner: 1. Two (2) Control Valve keys. 2. Two (2) wrenches for removing each different type of sprinkler heod. 3. One (1} 46" tee wrench for operating gate valves. 4. Six (6) quick coupler keys and six (6) hose bib assemblies. 5. Five (5) keys for opening and locking each automatic controller. M. Pressure regulator shall be bronze with screw fitting. See details and drawing. PART 3 -EXECUTION 3.01 GENERAL REQUIREMENTS: A. Locations on drawings are diagrammatic and approximate only, and shall be changed and adjusted as necessary as directed to meet existing conditions and obtain complete water coverage. Locate and stoke all work and obtain approval of Architect before Installations. B. Install and extend system as shown on drawings, and as necessary to carry out the Intent of Drawings and Specifications. C. Locate lines, valves ond other underground utilities and receive approval of Architect before digging trenches. 3.02 INSTALLATION OF IRRIGATION SYSTEM: A. Excavation and Backfilling of Trenches: 1. Excavate trenches, prepare subgrode, and backfill to line and grade with sufficient room for pipe fittings, testing and Inspecting operations. Do not backfill until pipe system has been subjected to hydrostatic test as specified. 2. Depth of cover in the Trench: Pqlyvlnyl Chloride Pressure Line 18" minimum Polyvinyl Chloride Non-Pressure Line 12" minimum Polyvinyl Chloride Non-Pressure Lines for drip system lateral lines shall be Installed at 12• depth. Installation of Polyethylene Distribution tubing: Distribution tubing shall be cut Into lengths that will allow tubing to lay In a relaxed manner from emitter point (at shrub stem}. Allow two (2) distribution tubes per plant. Tubes shall be pressed firmly onto emitter barb so the tube end comes Into contact with emitter body at base of barb. :3. Trenching through areas where topsoil has been spread: (a} Deposit topsoil on one side of trench and subsoil on opposite side. 4. Subsoil shall be free of oil rocks over one (1) Inch In diameter, debris, and litter, prior to use as backfill where so indicated on detail. 5. Repair any leaks and replace all defective pipe fittings until lines meet test requirements. Do not cover any lines until they have been inspected and approved for tightness, quality of workmanship and materials. 6. Backfill trenches, after approval of piping, with suitable and approved material, tamping soil around pipe and thoroughly compacting oil trench fills until 90% compaction has been achieved. 7. Backfill material shall be approved soil, free from rocks and clods. B. Installation of Polyvinyl Chloride Pipe: 1. Because of the nature of plastic pipe and fittings, exercise caution in handling, loading and storing, to ovoid damage. 2. The pipe and fittings shall be stored under cover until using. and shall be transported In a vehicle with a bed long enough to allow length of pipe to lay flat so as not to be subjected to undue bending or concentrated external load at any point. 3. Any pipe that has been dented or damaged shall be discorded until such dented or damaged section Is cut and rejoined with a coupling. 4. Trench depth shall be as specified above from lhe finish grode to the top of the pipe. The bottom of trench shall be free of rocks, clods, and other sharp-edged objects. 5. Pipe ends and fittings shall be wiped with P68 Primer, or equal, before welding solvent is applied. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. All field cuts shall be beveled to remove burrs and excess before fitting and gluing together. 6. Pipe shall be snaked from side-to-side of trench bottom to allow for expansion and contraction. 7. Center load pipe with small amount of bockflll to prevent arching and slipping under pressure. Leave Joints exposed for inspection during testing. B. No water shall be permitted In the pipe until Inspections have been completed and a period of at least 24 hours hos elapsed for solvent weld setting and curing. 9. Plastic to metal joints: Solvent-weld, using solvent recommended by pipe manufacturer only. 10. Plastic to Plastic Joints: Solvent-weld, using solvent recommended by pipe monufocturer only. 11. Solvent-weld Joints: Assemble per manufacturer's recommendation. 12. Thrust block shall be installed as per detail. C. Remote Control Wiring: 1. Olrect Burial Control wire sizes: As shown and specified herein before. 2. Provide one control wire and one common ground wire to service each valve In system. Provide 4-foot minimum expansion loop at each valve to permit removal and maintenance of valves. 3. Install control wlree and Irrigation piping In common trenches wherever possible. 4. Control Wire Splices: Allow only on runs of more than 300 feet, splices as follows: (1) Strip off minimum of 2-1/2 inches of insulation from each wire. (2) Twist on Scotchlock electrical spring connector, minimum four complete turns. (3) Seal connector in epoxy resin. ( 4) Tope completed splice with Scotch 33 electrical tape. 5. Numbering and Tagging: Identify direct burial control wires from automatic valves to terminal strips of controller at terminal strip by tagging wire with number of connected valve. D. Automatic Controller: 1. Automatic Controller shall be Installed as shown and directed. Controller shall be tested with complete electrical connections. Contractor shall be responsible for temporary power to controller for operation and testing purposes. 2. Connections to control wiring shall be made within the pedestal of the controller. All wire shall follow the pressure main Insofar as possible. 3. Electrical wiring shall be In a rigid PVC plastic conduit from controller to electrical outlet. The Electrical Contractor shall be responsible for installing all wiring to the sub-panele, clocks, or elsewhere as required, In order to complete this Installation. A disconnect switch shall be Included. 4. Controller shall have a master switch. It shall be possible to operate each valve manually, Independent of clock of any other valve. F. Valve Box: 1. Install valve boxes as shown on detail. Install no more than one valve per box. Stencil valve number and controller letter on underside of valve box lid. G. Sprinkler Heads: 1. All sprinkler heads shall be installed as per details shown. 2. Nozzle size of all heads shall be adjusted to suit any particular conditions of the area, This shall be done after the system hos been thoroughly tested, Immediately after written notification by the Architect to do so. H. Quick Couplf!r Assembly: 1. Install all quick couplers as Indicated on drawings and as directed. Set all valves plumb and true to finish grade and a maximum of 12 Inches from paving, walks, headers or curbs, and as shown on plans and as directed. I. Ball Valves: 1. Install where shown as detolled. J. Bockflow Preventer: 1. Baokflow preventer assembly shall be Installed In accord with manufacturer's specifications, located and as directed on drawings, and shall conform to all applicable code and ordinance requirements. City Backflow Speciollst shall approve location and Installation (760) 431-7152. 2. Exact location and positioning shall be verified on the site by Architect. K. Pressure Regulator If needed shall be Installed as per drawings and detail. Verify final location with Architect. L. Installation of Anti-Drain Valves: Anti-drain valves shall be Installed In the riser assemblies of all sprinkler heads that do not have manufacturer Installed anti-drain devices. M. Install quick couplers and remote control valves adjacent to walks <ind curbs In shrub planting areas. Install quick coupler valves no further than 150 ft. apart. N. Sleeving: 1. Crossing of vehicular path with Irrigation pipe or wiring shall be avoided wherever possible. If a crossing must be made, Schedule 80 PVC sleeves 8holl be installed at a minimum depth of 30" below finish grade. 2. Irrigation lines under pedestrian paving shall be Installed In Schedule 40 PVC sleeves at a minimum depth of 18" below finished grade. 3. Sleeve slzi,s for Irrigation lines shall be a minimum of two (2) times the size of the line It serves. 4. Controller wires located under streets or other permanent Improvements shall be Installed In separate PVC sleeves and corresponding to type and depth as specified on L-1. and L-2. 3.03 CLEAN-UP: A. As project progresses, Contractor shall maintain oil areas In a neat manner and remove unsightly debris as necessary. After completion of the project, Contractor shall remove all debris and containers used In accomplishing work. He shall sweep and clean all sidewalks, asphalt, and concrete areas adjacent to plantings. ••• APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT ,, P.E. EXP. REVIEWED BY: INSPECTOR DA1E DATE PART 2 -PRODUCTS 2.01 MATERIALS: 2. Product: 1• -2" size (King Bros. Lo-torque boll valve models Lt. 1000-t thru Lt.2000-t} size (King Bros. Block true union ball valve models Volencio, California 91384 Phone: 2" -4"' 1-----1---1----------1---+--..----+-----1~2 CITY OF CARLSBAD ~4 ~~=:::::~::::::::::=:P::LAN:::;:N:;:IN:::;:O::D::EP:::;AR;:::::TM:::::;::ENT:::;:==:::::.'.::~=:::::~ Pipe sizes shown ore nominal Inside diameter unless otherwise noted. ~\.!!!osc,.o~ 1/J, •· T<se,4~l1> • TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE-LAND PLANNING 9903 BUSINESSPARKAVE. SUITE C• SAN DIEGO, CA 92131 PH: (858)693-8824 FAX: (858) 693-1182 TDG JOB NO. 01-39.10 DATE: 02-14-06 ,,~ ,~. ''t, ~ gnature .. Daw .. ~ . ,~ <]t' W c,LI~ ·•'"'" ••.• (800)541-2672 or (605)257-3262. ,,.,.,,-,;;;'> C ' ~ ••• ~'-'.• • 4_; \ · 1Ej· .. •. ';;':,!,, Concrete footings shall be 2,000 psi concrete at 28 days. ~iJ<: 5 '>· 1~, ackflll shall be clean flll soil. ;J 0 1~ -lli!!,;,=:,::i:!1!,1-f-.:JLJ'-.... .... ' ~ >Ren;~~~,~ ~~ /1\ DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL PALOMAR TRANSFER STATION CARLSBAD, CAI.IFORNIA ~APPROj~( ct-~-ft Y -I z. "' i LANNING DATE OWNBY: PROIBCTNO. DRAWING NO. CHKDBY: RVWDBY: CUP260(C) 443-3L I SECTION 02900 LANDSCAPING PART 1 -GENERAL 1.01 GENERAL CON01110NS A. Drawings and General Provisions of Contract, Including General and Supplementary conditions and Division 1 Specification sections apply to work of this section, and must be fully considered In connection therewith. 1.02 SCOPE A. The work Includes all services, labor, materials, transportation and equipment necess<1ry to perform the work Indicated on the drawings and as specified herein and as required to complete properly the contract. e. Related Work: 1. Irrigation (Section 02480) 1.03 SUBMITTAL$ A. See requirements In General Conditions, and Section 01340. B. Contractor shall submit a typewritten list with specifications of all feasible materials, Including soil amendments, fertlllzers, plant materials, etc., with quantities of each. 1.04 DEFINITIONS OF' TERMS A. "Planting Area" shall mean all areas to be seeded, sodded, planted with trees, shrubs, and;tor groundcovers. 1,05 GUARANTEES AND REPLACEMENTS A. Plant Materials: Plants (15-gallon size and larger) shall be guaranteed to live and grow In healthy condition during the agreed upon 90 day maintenance period or until final acceptance (3.20 Part B). Plant material will continue to be guaranteed for one (1) year. B. Plant material smaller than 15-gollon size: Sholl be guaranteed to live and grow In vigorous healthy upright condition for a minimum of one growing season after final acceptance of work (e~cludlng seasonal color). C. Replacement: All plants not healthy and In vigorous growing condition as determined by the Landscape Architect shall be replaced Immediately. Plants used for replacement shall be the some kind and size as specified in the plant list. They shall be furnished, planted and fertilized as orlglnaliy specified at no costs to Owner. 1.06 VERIFICATION OF EXISTING CONDITIONS A. All scaled dimensions on the drawings ore approximate, Before proceeding with any work, the Contractor shall carefully check and verify all dimensions, quantities, and grade eleVQtlons, and shall Immediately Inform the Landscape Architect of any dlscrepc;,ncles. B. Prior to the excavation for planting or ploclng of plant moterlals, the Contractor shall verify the location of all underground utility lines and other Improvements, and take proper precautions to avoid damage to such Improvements. In the event of conflict between such improvements and plant locatlons, the Contractor shall notify the Landscape Architect, and arrangements will be made for relocctlon as necessary. Failure to follow this procedure places upon the Contractor the responslblllty for making any and all repairs for damage resulting from work as herein specified at his own expense. 1.07 PROTECTION OF EXISTING IMPROVEMENTS During the construction and maintenance period, the Contractor shall take every precaution to protect and ovoid damage to sprinkler heads, irrigation lines, drainage lines, and all other underground faclllties and all paving, structures, fixtures, and existing plantings. The Contractor shall be held responsible for any and all damage to such Improvements and shall completely repair or replace the some at no cost to the Owner. 1.08 INSTRUCTIONS ANO OBSERVATION A. All changes and deviations to the plans and specifications shall be confirmed In writing via the Landscape Architect. B. The Contractor shall be available on call to make a Joint observation with the City Inspector and/or Landscape Archlteot. The Contractor shall have sufficient work personnel available during normal working hours to correct deficiencies Immediately upon request of the Landscape Architect. Such repair or re-work services are to be performed without interference to regular project schedule. C. Plants shall be subject to approval by the Owner's Representative at the place of growth and/or upon dellvery to the site for quallty, size and variety. Such approval shall not impair the right of observation and rejection at the site during progress of work for size, condition of root ball, latent defects, or Injuries. Rejected plants shall be removed Immediately from the site, unless otherwise approved by the Landscape Architect. D. Site observations herein specified shall be made by the Landscape Architect. The Contractor shall notify the Landscape Architect of a site observation at least 48 hours In advance of an observation. An observation will be mode by the Landscape Architect during office working hours on each of the steps or conditions listed below. The Contractor or his authorized representative shall be on site at the time of each observation. The Contractor will not be permitted to Initiate the succeeding step of work until he has received approV11I to proceed by the Landscape Architect. 1, Pre-Construction Meeting: Immediately prior to the commencement of work of this section, Contractor shall receive approval of materials and equipment to be used, and methods of Installation. 2. Incorporation of aoll conditioning and fertlllzlng Into the soil: Soll testo performed by a pre-approved soil testing the laboratory shall be submitted and paid for by the Contractor for agrlcultural sultablllty and approved by the Landscape Architect and City Inspector once rough grading hos been completed, and prior to lnstalllng any plant material, 3. Upon the completlon of finish grading and mow curbs layout In the field, but prior to mow curb Installation. 4. Approval of all plant material quallty. 6. Pre-maintenance observation: When plontlng and all other Indicated or specified work, except the Maintenance Period, has been completed. Acceptance and written approVQI shall establish beginning of the Maintenance Period. this is not a final observation or acceptance, and It does not relieve the Contractor from any of the responstbllltles In the contract documents for this project. 7. Final site observation at the completion of the specified maintenance period. This observation shall establlsh the' beginning date for the guarantee period, E. Acceptance: Upon completion of the F'lnal Observation and the work of this section, the Contractor will be notified In writing (1) whether the work Is acceptable and (2) of any requirements necessary for completion and acceptance. 1.09 SUSPENSION OF WORK A. The Landscape Architect shall recommend to the Owner any necessity to suspend the work wholly, or In port, for such period or periods as he may deem necessary due to unsuitable weather, or such other conditions as are considered unfavorable for the reasonable performance of the work, or for such time as Is necessary due to the failure on the port of the Contractor to carry out orders given or to perform any or all provisions of the contract. B. If It should become necessary to stop work for an Indefinite period, the Contractor shall store all materials In such a manner that they will not become an obstruction nor become damaged In any way, and he shall take every precaution to prevent damage or deterioration of the wor~ performed. The Contractor shall cover all open exc0V11tlons and shall provide suitable drainage by opening ditches, planting pits, etc., and erect temporary structures where necessary. C. Grading, soil preparation, and planting work shall be performed only during periods when beneficial and optimum results may be obtained. If the moisture content of the soil should reach a level that working It would destroy the soil structure, spreading, grading and tilling operations shall be suspended untll the moisture content reaches acceptable levels and the desired results are attainable. 1.10 CERTIF'ICATIONS AND NOTICE OF' DELIVERY OF MATERIAL A. The Landscape Landscape Architect shall be furnished with dupllcate signed, legible copies of certificates and/or Invoices stating the brand, grade, amount and quantity of each Item for all soil, fertlllzers, sell conditioners, plans and other materials, THE LANDSCAPE ARCHITECT MAY STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED BY THE OWNER. B. The Contractor shall notify the Landscape Architect In advance when all materials are to be delivered and the manner of shipment. and shall furnish therewith an Itemized list, In dupllcote, of the actual quantity of material In eac;h delivery, In order to ensure satisfactory coordination of dellvery, and to expedite the required Inspection at the point of delivery. The Itemized list, in duplicate, for each delivery of plant material shall Include Invoices certifying that subject material has been Inspected as required by the State Agricultural Code prior to acceptance or planting. Particular core, using approved equipment, shall be exercised to ensure safe loading, unloading, shipping and handling for all plantings from source to In-place locations Indicated on the drawings. 1.11 PLANT MATERIALS A. Quantities for plant materials are shown per plan for convenience only ond not guaranteed. Contractor shall check and verify count and supply sufficient number to fulfill Intent of drawings, 1.12 INVOICE OF MATERIALS A. Upon delivery of materials and/or completion of all soil conditioning and grading, but prior to Initiating plontlng operations, the Landscape Architect with the heretofore specified signed copies of required certificates, trip slips and Invoices for soll preparation materials, shall Invoice such material, comparing the total quantities of each material furnished against the total area to each operation. If the minimum rates of. appllcatlon have not been met, the Landscape Architect wlll require the distribution of additional quantities of these materials to fulfill the minimum requirements specified, B. After lnstollotlon of plant materials, but prior to the. pre-maintenance site observation, the Landscape Architect, with the heretofore specified signed copies of the required certificates and related Items, shall Invoice such material, comparing the total area and/or the amounts specified. If the minimum amounts have not been furnished, the Landscape Architect will require the lnstollatlon of additlonal materials to fulfill the minimum requirements specified. C. A sample of the soil amendments shall be delivered to the Landscape Architect within 15 days after recording of the contract for submittal to a testing laboratory, along with specifications of each product, After soil amendments hove been thoroughly mixed Into the site, random samples of the mixed soil wlll be taken by the engineer and submitted to the soil laboratory for comparison to a control mix, Cost of the above testing by the soils laboratory shall be borne by the Contractor, 1.13 PROTECTION OF' EXISTING TREES, SHRUBS AND VINES A. It is the Intent of the project that certain areas of the existing plant materials shall be retained. Prior to the removal of any trees, the Contractor shall confer with the Landscape Architect to determine those plants that are to remain. B. All existing trees which are to remain In the project shall be tagged and Identified by the Contractor prior to start of work. C. Contractor shall be responsible for all trees thot are to remain In the project, Oamage to a plant which results In death or permanent dlsfiguratlon shall result In the complete removal of the plant, Including roots, from the site by the Contractor. The Contractor at his own expense shall replace the plant with one of equal value as established by the Landscape Architect or reimburse the Owner the cost of said replacement If a replacement cannot be obtained. The Landscape Architect shall be the sole )Jdge of the condition of the plant. D. All existing trees that are to remain shall be protected at all times from damage by men and equipment. All damage by the Contractor to existing plants shall be repaired at his expense by personnel approved by the Landscape Architect. E. The Contractor shall Insure that no foreign material and/or liquid, such as point, concrete, cement, oil, turpentine, acid or the like, be deposited or allowed to be deposited on any ~oil within the drlpllne (the outside edge of foliage o-hond) of any tree or shrub or within 6 of the trunk of a vine. Should any such poisoning of the son occur, the Contractor shall remove said soil as directed by the Landscape Architect and replace It with acceptable soil at no e~ense to the Owner, F. Excavation adjacent to existing trees and shrubs: Where It Is necessary to excavate In close proximity to existing trees and shrubs, all possible caution shall be exercised to avoid injury to roots and trunk. Excavation close to trees shall be by hand, tunneling under roots 2" and larger In diameter. Cutting of roots 2" and larger shall be only on the approval of the Landscape Architect. Paint cut roots within 24 hours of Initial damage with opproved pruning paint. When 5. Layout of plant material. --Ahls Is not possible, keep the side of excavation adjacent to tree shaded with moist burlop or C~h¥J;JS. . ' ; , -. "o. , '· -, '-'-., $, I L,;.:-,;/i. ··<:--;'-·_'\ • TESHIMA DESIGN GROUP LANDSCAPE ARCIDTECTURB LAND PLANNING 9903 BUSJNESSPARKAVE. SUITE C• SAN DIEGO, CA 92131 PH: (8!,8) 693-8824 FAX: (858) 693-1182 TDGJOBNO. 01-39.10 DATE:02-14-06 .,,:;~~ \ ;:,,,"' ~l J PART 2 -PRODUCTS 2.01 QUALITY A. All materials shall be of standard, approved, and first grade quality and shall be In prime condition when Installed and accepted, All commercially processed and/or packaged materials shall be dellvered to the site In the orlglndl unopened containers bearing the manufacturer's guaranteed analysis, 2.02 SOIL AMENDMENT AND FERTILIZER SHALL BE FOR BIDDING PURPOSES ONLY Specific soil test shall be conducted after grading operation has taken place. A <::k-,fl ha o wnn,t r ' ' fr-nf ~ ' wkt+a flr nnrl /nr r•rl fir Amendment shall upon analysis contain at least 1.0 nitrogen \On a _ary weight basis) with an ash content not to exceed 15%. A commercial grade product shall be used. Contractor shall supply Landscape Architect or his appointed representative with a sample of the proposed amendment aceompanled by a laboratory analysis from on opproved laboratory Illustrating degree of compllance. Guarantee = wt/cu/yd, = 460# -720#, Ammoniac nitrogen = 1.0%. pH (less than 6,8). Salinity (total soluble salts = 3.0 MMHO), Density = 20# cu.ft. Properties = (gradation sieve size) -No. 6 -95,i; minimum passing; No, 8-80il: minimum passing; No. 35 -30il: minimum passing. Wetablllty -to be In compllance with standards as per American Society of Agronomy B. Agricultural Grade Gypsum -Shall be o (Ca S04 -H20) calcium sulfate product -94,3%. 90il: shall pass o 5.0 mesh screen. Chemical reaction wlll remove Sodium attached to soil portlcles. Gypsum also loosens heavy cloy soils through electro-chemical action, Control of dust during appllcatlon Is mandatory, Shall be U.S. Gypsum, Dolmar, Sol'N'Soil, or Bandinl, If not 0V11lloble, shall be equal to. C. Sulfur (Soll) -Shall be elemental sulfur (99.5,i;) commerclally prepared so that 46.9% passes a 50 mesh screen. Shall be Wll-Gro, Union Chemicals or Baker Industries, If not 0V11ilable, shall be equal to. D. Iron Sulfate -Iron shall be expressed as metallic -derived from sulfate -deep green (Fe S04 H20). A minimum analysis of 20.0,i; and 98.3i! retained on a 10 mesh screeri. Shall be Wilson & Geo. Meyer, Wil-Gro, or Bandin!. If not available, shall be equal to. E. Pre-plant or starter fertlllzer shall be a commercial grade flowable fertlllzer wlth-1il: nitrogen, 10% phosphorous pentloxlde and 10,i; potassium sulfate. No Potassium Chloride is to be used. Organic nitrogen shall be from Cottonseed Meal and Urea. Phosphate available from superphosphate and Cottonseed Meal. Potash from sulfate of Potash and Cottonseed Meal. Screen analysis: ,i; retained on stacked screen-approximately 8-mesh 24.2,i;; 20-mesh 75.2il:; 48 -mesh 0.2%. Available percentage weight of plant food: Nitrogen Phosphoric acid Potash 1.0% min, 10.0,i; min. 10.0il: min. Shall be Wil-Gro, Bandin! or Kellogg. If not available, shall be equal to. F', Post Plant F'ertlllzer (Maintenance): Fertlllzer (commercial) shall be a combination of natural organic and Inorganic granular fertntzers, free-flowing, suitable for appllcatlon with approved equipment and shall contain the following minimum available percentages by weight of plant food: Nitrogen Ammoniac Sulfate Remainder of Nitrogen 1.25il: Water Insoluble Phosphoric acid Potash Iron Zinc Manganese Calcium 14.0il: min. 4.o,i; min. a. 75,i; Water Soluble 7.0% min. 3.o,i; min. 2.0% 0.15% o, 15,i; 2.0,i; Organic Nitrogen is derived from Urea and Cottonseed Meal. Phosphate from Superphosphate and Cottonseed Meal, Potash from Sulfate of Potash and Cottonseed Meal. No Potassium Chloride Is to be used. Sulfur from Sulfate of Ammonia. Calcium from Superphosphate, Iron from Ferrous Sulfate and mixed Sulfldes. Zinc and Manganese ore expressed as metalllc and In their elemental form. Screen analysis: (,i; retained) -approximately: 4 mesh = 1.3%: 8 mesh = 24.2il:; 20 mesh = 74.0il:; and 48 mesh 0.05il:. Shall be Wil-Gro Fairway, Bandin!, or Kellogg. If not avallable, shall be equal to. G. Plantlng tablets shall be tlghtly compressed chip twe commercial grade planting tablets, of varying sizes with the following available percentages by weight of plant food: Nitrogen Phosphoric acid Potash Sholl be Agrlform or Gro-Power. If not available, shall be equal to. 20.0i! min. 10.0,i; min. 5,Q,i; min. WEED ABATEMENT PROGRAM Ingredients 1. 50% Scythe 2. 50% Glyphosate (Roundup) Preparation: Fill the spray tank with the required amount of water, then add above mixture. Agitate thoroughly at mixing and re-agitate occasionally during use. Rates: Above mixture may be used at rates from 3% to 10% volume to volume in water. Use the lower rates for tank mixing with glyphosate and medium rates when applying alone to weeds less than 6 inches in height. Apply above mixture at the higher rates for weeds greater than 6 inches in height. Application: Use a backpack or handheld sprayer or a conventional spray rig. Be sure to thoroughly cover all of the target plants' foliage. Timing: For fastest kill, apply on a warm, sunny, day, Do not apply during windy conditions that could carry spray to desirable vegetation in nearby locations. 2,03 PLANTING BACKFILL FOR TREES ANO SH~UBS A. Rate of appllcotlon Is f.or bidding purposes only, Soil test may reduce or Increase total soil yardage amendment and chemlccl additives. Planting backfill shall be a thoroughly blended mixture of topsoil and soil amendments at the following mixtures: Soll Amendment1/2 c.y. Stock Plied site soil 1/2 c.y. Gypsum5 lbs. per /cu/yd. of mix Sulfur (soll)1 lbs. per /cu/yd. of mix Iron Sulfate1 lbs. per;tcu;tyd. of mix Pre-Plant (1-10-10) 3 lbs, per/cu/yd. of mix (qlso see 3.04 Exterior Planter Backfill), 2,04 PLANT MATERIALS A. Nomenclature: Scientific and common names of plants herein specified sholl conform with the approved names given in • a checkllst of Woody Ornamental Plants of Callfomla," published by the University of CallfornJa, College Qf Agriculture, Manual 32 (1963), See list of plant material on drawings. B. Labeling: Each group of plant materlols delivered on site shall be clearly labeled as to species and variety. Howe-, final determination of plant species and variety will be mode by the Landscape Architect and whose decision will be final. All patented plants (cultlVllr) required by the plant 11st shall be delivered with a proper plant patent attached. C. Quality and Size: All plants shall be vigorous, of normal growth, free from diseases, Insects, Insect eggs, and/or exceed the measurements specified. D. Container Stock: Shall hove grown In containers for at least six months, but not over two years. No container plants that have cracked or broken balls of earth when token from the container shall be planted, except upon special approval. No trees with damaged roots or broken balls shall be planted, E. Pruning: At no time shall the plant materials be pruned, trimmed or topped prior to delivery, delivery and any al\eratlon on the site of their shape shall be conducted only with the approval and ln the presence of the Landscape Architect. F. Inspection of Plant Materials: Required by City, County or Stat, authorities, shall be a responsiblllty of the Contractor, and when nec11ssary he shall have secured permits or certificates prior ta delivery of plants at site, G. On-Site Inspection of Plant Materials: Plants shall be subject to Inspection and approval or rejection at the project site at any time before or during progress of work for size, variety, condition, latent defects ond injuries. Rejected plants shall be removed from the project site immediately. H. Rejection and Substitution: All plants not conforming to the requirements herein specified shall be considered defective, and such plants, whether In place or not, shall be marked as rejected and be Immediately removed from the site of the work and replaced with acceptable plant materials. The plant materials ehall meet all applicable Inspections required by law. All plants shall be the species, variety, size, age, flower color and condition as specified herein end/or os Indicated on the drawings. Under no condition will there be any substitution of plant species, variety, or reduced size for those listed on the accompanying drawings, except with express written consent of the Landscape Architect. I. Right to Changes: The LandsoQpe Architect reserves the right to change the species, vc;,rlety and/or sizes of plant material to be fumlshed, provided that the cost of such plant changes does not exceed the cost of plants In the orlglnol bid. The Contractor shall be not1fled and canflrrned In writing prior to sixty (60) days before the plantlng operation has commenced. ChanQes in the size and/or variety of ony plant to be furnished which Involves a reduction or addition in cost shall be adjusted In the contract cost. J. Root Condition: The Landscape Architect reserves the right to inspect root condition of any species, particularly those grown from seed, and If found defective, to reject the plants represented by the defective sample, K. Protection: All plants at all times shall be handled and stored so that they are adequately protected from drying out, from wind burn, and from all other Injury. All plants determined by the Owner's representative to be wilted, burned, or dried out. may be rejected, and removed from the site. The Contractor's on-site plant storage area shall be approved by the Owner's representative prior to the delivery of any plant materials, L. Shrub and Tree Samples: Typical samples, three each of all varieties and sizes (shrubs 5 gallon and under, trees 15 gallon and under) of all plant materlals shall be submitted for Inspection approval at the site a minimum of fifteen days prior to planting Qperatlons. Approved samples shall remain on the site and shall be maintained by the Contractor as standards of comparison for plant materials to be furnished. Samples will be incorporoted Into the work. APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT P.E. EXP. REVIEWED BY: INSPECTOR ,, DATE DATE ~, CITY OF ·.CAR .. L. SBAD I SHEETS t----+---+-----------------,i----i---+--+------1 ~. PLANNING DEPARTMENT . L-14 1---t---+----------------t---t---t---r------1 /1\ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PALOMAR TRANSFER STATION CARLSBAD, CALIFORNIA lAPPROVE~ ••• ,t ✓( §--W...;ft '""· IZ.-El., I LANNING DA'IE DWNBY: PROJECT NO. DRAWING NO. CHKDBY: RVWDllY: CUP260(C) 443-3L M. Specimen Tree Selection: 1. Ohe sample each of each tree variety and size, as called out on drawings, 24" box and larger shall be delivered to the project site for approval prior to Installation. 2. The Contractor shall Immediately remove any trees not approved. 3. The Contractor at his option and at his expense, can retain the services of the Landscape Architect to review trees 24" box size or larger tagged at the nursery and/or at Its place of growth. 2.05 GROUNOCOVER A. Groundcover plants shall be healthy, vigorous rooted cuttings grown in flats. 2.06 PLANTER MULCH A. Planter mulch shall be Sierra Wolk-On Bork Mulch as monuf. by Sierra Forest products phone (209) 535-1502, or approved equal. Contractor shall provlde samples to owner arid City Inspector for approval prior to bulk delivery to Job site. 2.07 STAKING MATERIAL A. Tree guy wires shall be of pliable, zinc-coated steel minimum gauge No. 12 and anchor to appi;,o~rlat~ dead man. Wire loops at branches _shall be covere_d by 2-ply ,;elnJorced rubber 1/4 In diameter. Guy wires shall be flagged with 1/8-lnch diameter x 4 -0 length surgical tubing. 2.8 ROOT BARRIER A. Root barrier shall be a multi-year root control system consisting of herbicidal time-released nodules permanently attached to a permeable geotextlle fabric which will Inhibit plant root encroachment. Active Ingredient: Trlflurolin (a,a,a -Trifluro-2,6-Dinitro -N,N -Dipropyl -P -Toluidine)17.1% Inert lngredlents82.9% Shall be Bio-Barrier -No Known Equal. 2.9 PRE-EMERGENT HERBICIDE A. Pre-Emergent herbicide shall be as determined by the Contrnctor. 2.10 WEED CONTACT HERBICIDE A. Weed contact herbicide shall be as determined by the Contractor. 2.11 LAWN A. All lawn areas shall be sodded with Marathon Ill Dwarf Fescue blend. PART 3 -EXECUTION 3.01 INSPECTION A. Examine proposed planting areas and conditions of Installation. Do not start planting work until unsatisfactory conditions ore corrected. 3.02 PREPARATION A. General: The areas to receive trees, shrubs and groundcover plantings and their respective requirement$ for imported topsoil, fertilizing , soil conditioning, and other treatment shall be as defined on the drawings. Equipment necessary for preparation of the ground surface and for handling and placing all required material shall be on hand in good working condition. Work shall be performed only during periods when beneficial results con be obtained. B. Clearing and Grubbing: Prior to ripping and tillage operations, all vegetation in the area to be planted shall be grubbed, raked, and cleared from the site. The ground surface shall be cleared of all material which has accumulated during construction and all material which might hinder proper grading, tillage, planting and subsequent maintenance operation. All grubbed materials and debris shall be lawfully disposed of off the site by the Contractor at his cost. C. Obstruction Below Ground: All subsurface rocks over 2• In diameter and other underground obstructions shall be removed to the depth necessary to permit proper fine grading, tilling, or planting according to plans and specifications. All abandoned utility lines uncovered or severed shall be cut below grade and copped or plugged with concrete. Explosives shall not be used for removal. When the location of utility lines Is shown on the plans or hos been mode known to the Contractor, all damage to these lines shall be repaired by the Contractor In a manner approved by the Landscape Architect and affected utility. D. Deep Ripping: All areas (Including slopes) to receive groundcover, shrubs, and hydroseeding shall be deep ripped and loosened to a depth of twelve (12) Inches In all directions. 3.03 SOIL AMENDMENTS, FERTILIZING AND ROTOTILLING A. Rote of application Is for bidding purposes only. Soll test may reduce or increase total soil amendment yardage. Adjustments (plus or minus) may be necessary. Contractor shall obtain at least two soil tests of rough grade at site and submit results to the Landscape Architect for Interpretation and recommendation. B. After the areas have been deep ripped, the following rates of soil amendment materials shall be evenly spread over all planting areas and shall be thoroughly scarified to an average depth of six inches by rototllllng a minimum of two alternating passes. Amendment must be Intimately blended with soil, Soll amendment: 6 cubic yards per 1,000 sq. ft. to a depth of 8". Gypsum: 120 lbs. per 1,000 sq. ft. Soil Sulfur:10 lbs. per 1,000 sq. ft. Iron Sulfate: 10 lbs. per 1,000 sq. ft. Fertilizer (commercial) 1-10-10 shall be applied at the rate of 30 pounds per thousand square feet and scarified into the top two Inches of finish grade. Fertilizer shall be applied ofter leaching operation. C. The thoroughness and completeness of the rototilling and Incorporation of the soil amendments shall be acceptable to the Landscape Architect. Slopes 2: 1 and steeper or as per the drawings omit soil conditioner application and tilling. D. Deep Water Leaching and Soil Testing: Deep water leaching shall be competed as recommended by a certified ogronlmic laboratory. The following process for deep water leaching is for bidding purposes only. Item number three (3.) shall be performed as stated below. 1. After the tilling operation, the area shall be deep water leached three (3) times over a five (5) day period. Apply 1/2" water at each application. Wait one (1) day between applications. 2. One day after final application of water, the soil shall be tested for content of soluble salts (electrical conductivity E.C.). Landscape Architect and Contractor shall toke several soil samples and deliver the samples to a laboratory for testing of soluble salts. E.C. test reading shall not be above 2.0, the soil amending, tilling and deep watering procedure shall be repeated until test readings ore not above 2,0 3. If soil test reading for a particular area tested is above 2.0, the soil amending, tilling and deep watering procedure shall be repeated until test readings are not above 2.0 E. Care shall be token that the rote of application of water does not cause erosion or sloughing of soils. G. Apply Naiad Wetting Agent, Sorvon or equal 4 oz. per 1,000 s.f. at the first spray of soil amendments. 3.04 EXTERIOR PLANTER BACKFILL A. Backfill for exterior planters: Sholl be as specified In Section 2.04. Prior to backfilling Planter, Contractor shall Install "Monollnk Irrigation System• per manufacturer's specifications. 3.05 FINISH GRADING A. Finish grades shall be as Indicated on civil plan. 8. Finish grades shall be measured after the ground hos been watered-In and mechanically compacted and settled. The final grade shall be within plus or minus 0.1 foot of the spot elevations and grade lines Indicated on the Civil drawing. C. Ease top and toe of all existing slopes. D. All undulations and Irregularities in the planting surfaces resulting from tillage, rototllllng and all other operations shall be leveled and floated out before planting operations are Initiated. E. The Contractor shall take every precaution to protect and ovoid damage to sprinkler heads, irrigation lines, and other underground utilities during his grading and conditioning operations. F. Final finish grades sholl Insure positive drainage of the site with all surface drainage away from buildings, walls, over mow curbs, and toward roodwoys, drains and catch basins. G. Final grades shall be acceptable to the Landscape Architect before planting operations will be allowed to begin. H. Planting surfaces shall be graded with no less than 2 percent surface slope for positive drainage. I. All rock and debris shall be removed from planting areas and then from the site In accordance with the following criteria, 1" dlo. In lawn areas, 2" dlo. in shrub area, 2• dlo. in h ydroseed areas. J. Finish grade shall be 2" below finish paving surface In shrub areas. 3.06 PLANTING INSTALLATION A. Timing: Actual planting shall be performed during those periods when weather and soil conditions ore suitable and In accordance with locally acceptable practice. 8. Layout of Trees: All trees(24" box size and lorger)shall be placed In the landscape per the direction of the Landscape Architect prior to Installation of Irrigation system. The trees shall then be moved so that planting holes con be excavated and amended. The trees shall then be Installed In their respective hoes and posltloned In the holes per direction of the Landscape Architect. C. Layout Planting: Locations shall be approved by the Landscape Architect. All container plants shall be set by the Controotor in their final location In their respective containers prior to digging holes and/or planting. All plant locations shall be checked for possible Interference with existing underground utlllty lines. D. Backfill for Trees and Shrubs: Shall be as specified In section 2.03. If artificial drainage Is requested, then drains shall be installed first, then backfilled with soil.. E. Disposal of Excess Soil and Debris: All excess excavated subsoil, rocks and debris shall be legally disposed of off the site by the Contractor at his cost or utilized on the site as directed by and at the option of the Landscape Architect. 3.07 PLANTING TREES, SHRUBS AND VINES A. Soil moisture level prior to planting shall be no less than horticulturolly acceptable, The Cont~octor shall request approval of moisture, and If found to be Insufficient for planting, the plont1n_g pits shall be filled with water and allowed to drain before starting any planting operations. 8. All excavated holes shall hove vertical sides with roughened surfaces and shall be of the minimum sizes Indicated on drawings. Holes shall be In all coses large enough to permit handling and planting without Injury or breakage of root balls or roots. C. Excavation shall include the stripping and stocking of all acceptable soil encountered within the areas to be excavated for plant pits and planting beds. Protect all areas that are to be trucked over and upon which soil is to be temporarily stocked pending Its re-use for the filling of holes, pits and beds. D. Plants shall be removed from containers In such a manner that the ball of earth surrounding the roots is not broken, and they shall be planted and watered immediately ofter the removal from the containers. E. The plants shall be planted at approved locations with the heretofore specified amendments and soil planting backfill. ~ F. Backfill shall be placed at the bottom of each hole and thoroughly watered and compacted to a depth so that when a plant is placed in the hole, Its root crown is slightly above the established final grade, and unless otherwise noted shall be raised or replaced as directed by the Landscape Architect. G. Planting tablets shall be placed In each planting hole at the follow!ng rotes and per the manufacturer's recommendottons.; 1 -5 gram tablet per individual liner and flat size plant. 1 -21 gram tablet per gallon container. 3 -21 gram tablets per 5 gallon container. 4 -21 gram tablet per 15 gallon container. 1 -21 gram tablet per each 4 Inch box size. Random testing to verify planting tablet installation shall be conducted by the Landscape Architect. H. No plant will be accepted If the rnotboll Is broken or cracked, either before, during, or ofter the process of Installation. I. All plants shall be thoroughly watered to the full depth of each planting hole Immediately after planting. J. Guying: All trees and other plants indicated an the plans shall be guyed as detailed. K. The Contractor shall be responsible for all surface and subsurface drainage required which may affect his guarantee of the trees, shrubs and vines. L. Pruning ofter planting shall be required on all trees, shrubs, and vines when necessary to provide the specified or approved standard shapes, form and/or sizes characteristic to each plant. Pruning may include thinning, topping, and/or cutting and shall be under the direction of the Landscape Architect. Cuts over 3/4-lnch In diameter shall be painted with on approved tree sealant. M. All trees 24" box and larger shall be spotted. 3.08 PLANTING GROUNDCOVER A. Groundcovers shall be planted in the areas Indicated on the plans and shall be free of surface rock over 2" In diameter and debris. B. If the top four (4) Inches of soil In the area to be planted In groundcover Is not sufficiently moist (horticulturally acceptable standards), the area shall be thoroughly Irrigated and no less than twelve hours shall poss before planting. F. All depressions, voids, erosion scars and settled trenches generated by the deep watering slioll . ,,,,,. . C. Groundcover plants shall be grown In flats. Variety Indicated on the plant list. Flat grown be filled with amended soil and brought to finish grade. .....,=,..,.,.__ ,''°' · ·. ''•,-. plants (rooted cuttings) shall remain In those flats until transplanting. The flats soil shall • TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURB LAND PLANNING 9903 BUSINESSPARKAVE. SUITE C• SAN DIEGO, CA 92131 PH: (8S8)69l..S824 FAX: (858)693~1182 TDG JOB NO. 01-39.10 DATE: 02-14-06 ,.@SCAPe ,/' .. . ,, . , '. .}.\~ c contain sufficient _moisture so that It, will not foll apart when lifting the plants. Plants shall be 11:1},-, •· TEsH,,tf'+,~ f /I ~"?!'"fi\~~l rotected at all times to prevent drying of the root boll. .!;'"JN M <;:_ J. i :5 .1mtl: I '.2-\ I- ... , Sf11nature ,t ~ignatjre ""' oat, ~ i< Ren Oat" M ;J~j ,t- <1',t, ate.!J.l!a>t- 'l', oFW~ D. Groundcovers shall be planted in staggered, random rows and evenly spaced unless otherwise noted and at Intervals called out in the drawings. E. The size of planting excavation for groundcover shall be at least twice the depth of the root boll. F. Each plant shall be planted In a manner that will ensure minimum disturbance of the root system, but in no case shall this depth be less than two nodes. Each groundcover plant shall be planted with one 5 gram planting tablet Incorporated Into the root zone. Planting area shall be hand-smoothed after planting to provide on even and smooth final finished grade. To avoid drying out groundcover,. p!ants must be irrigated ofter planting. This may be done manually or by using the Installed 1mgotion system. Repeated applications may be required, especially on a sloping site. This initial irrigation sho!I continue unti! a zone at least twice the depth of each hole is thoroughly moistened. 3.09 POST FERTILIZATION A. Trees -Post fertilization shall occur at 100 day Intervals after planting. Bore holes around drlpline (various depths) and apply fertilizer at the rote of 1 lb. per 1• caliper In holes. Fertilizer shall be WII-Gro14-7-3, Fairway, Bandlnl, or Kellogg. If not available, shall be equal to. 8. Shrubs -Post fertlllzotlon shall occur 60 days ofter planting and apply fertilizer at the rate of 1 teaspoon per each 1 gallon plant and 1 tablespoon per 5 gallon plant. Fertilizer shell be (14-7-3) WII-Gro, Fairway, Bondin!, or Kellogg. If not available, shall be equal to. C. Groundcover and lawn areas -Post fertilization shall occur 60 days ofter planting and apply fertilizer at the rote of 7 lb./1,000 s. f. Fertilizer shall be (14-7-3) WII-Gro, Fairway Bondin! or Kellogg. If not available, shall be equal to. ' ' D. All planted areas shall receive Sorvon, Naiad Wetting Agent or approved equal, 4 oz. per 1,000 s.f. 45 days after the start of the maintenance period. 3.10 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. General: Maintenance operations shall begin immediately ofter each plant is planted and shall be kept in a healthy, growing condition by watering, fertilizing, pruning, spraying, weeding and all other necessary operations of maintenance. All areas shall be kept free of weeds and noxious grosses and clean and free of rocks, clods, and debris. All paving and walks shall be kept clear, clean and washed down. 8. Establishment Period: Trees, Shrubs, Vines and Ground Covers -The establishment period shall begin on the dote that the Landscape Architect inspects and gives written provisional acceptance of the work and shall be ninety (90) calendar days. The establishment period may be extended or shortened at the discretion of the Landscape Architect. C. Maintenance Operations: Plants shall be kept in a healthy, growing condition by watering, pruning, mowing, reseeding, rolling, resoddlng, trimming, edging, fertilizing, restaklng, pest control, spraying, weeding and all other necessary operations of maintenance. Planting beds shall be kept free of weeds, gross and other undesired vegetative growth, and lawn areas shall be kept free from all weeds. During the specified maintenance period, all plants that ore dead or severely distressed shall be replaced Immediately. All seasonal color, annuals or perennials shall be maintained In a vigorous, healthy condition through the maintenance period. D. Extended Maintenance: When, In the opinion of the Landscape Architect, there is improper maintenance, poor or unhealthy condition of plant materials, the Contractor shall be responsible for additional maintenance of the work at no additional cost to the contract until all the work Is acceptable. E. Protection: The Contractor shall be responsible for providing adequate protection of all planting areas against traffic or other use by erecting fencing or other acceptable means Immediately ofter the planting is completed. Warning signs and barricades shall be placed In various high- traffic areas. Damaged areas shall be repaired immediately by the Contractor, F. Weeding and Cultivating: All tree, shrub, groundcover and hydroseeded areas shall be kept free of debris and weeds. Groundcover and shrub areas shall be cultivated at Intervals of not more than fourteen (14) days minimum. G. Replacement: Durl~g. the maintenance period, plants which di~ or which ore in on unhealthy or badly Impaired cond1t1on shall be replaced by the Contractor wtlhin fourteen (14) days ofter unso~isfoctory condition Is evident. No replacement of plantings shall be mode in any season definitely unfavorable for planting. At the conclusion of the maintenance period, the Landscape Architect will make an inspection of the work to determine the condition of all plants. All unhealthy plants shall be removed from the site and replaced with plants of the some kinds and sizes as originally specified. Such replacement shall be mode in the same manner as specified for the original planting and at no extra cost to the Owner. H. Acceptance: At the conclusion of the maintenance period, an inspection shall be made by the Landscape Architect, upon written notice requesting Inspection before acceptance. Maintenance period shall continue until all deficiencies are corrected. • •• HYDROSEED NOTES 1 . Hydroseed preparation and application shall conform to all County of San Oiegc;, guideline$ and restrictions regarding erosion control BMP. b. Application rates shall be 3500 pounds per acre minimum for 2: 1 or shallower slopes and 4000 pounds per acre for slopes steeper than 2:1. c. Fiber mulch shall be applied at a minimum rate of 2,000 pounds per acre except when used in conjunction With straw mulch, when It b. Prior to the acceptance of the hydroseeded areas by the Landscape Architect, the Hydroseed Contractor/Applicator must $ubmit a letter to the County Inspector for approval certifying that the BFM has been Installed in accordance with the approved application rates and coverage requirements and that the hydroseed growth is adequately established to prevent erosion. 2. Equipment: a. Hydraulic equipment used for the appllca1ion of the fertilizer, seed and slurry of prepared bonded fiber matrix {BFM) shall be of the 'Super Hydro-Seedef' type as approved by the San Diego County Engineer. This equipment shall have a built-in agitation system and operating capacity sufficient to agitate, suspend, and homogeneously mix a slurry containing not less than 3500 pounds fiber matrix per acre and 300 pounds 15-15-15 mix per acre. b. The slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non-fluctuating discharge. The slurry tank shall have a minimum capacity of 1500 gallons and shall be mounted on a traveling unit -either se~-propelled or drawn 3. by a separate unit, which will place the slurry tank spray nozzles within sufficient proximity ta the areas to be seeded. Preparation: a. The slurry preparation shall take place at the site of work and shall begin by adding water to the tank when the engine is at half-throttle. When the water level has reached the height of the agitator shaft, good re-circulation shall be established and, at this time, the seed shall be added. Fertilizers shall then be added, followed by bonded fiber matrix. b. Fiber matrix shall only be added to the mixture after the seed and when the tank is at least one-third (1/3) filled wtth water. c. The engine throttle shall be opened to full speed when the tank is half-filled with water. All the bonded fiber matrix shall be added by 4. the time the tank is two-thirds (2/3) to three-fourths (3/4) full. Spraying shall commence immediately when the tank is full. 5. shall be applied at a minimum rate of 400 pounds per acre. d. 8FM shall be applied at least 24 hours before or after rainfall. e. Contractor shall protect site with brow ditches and/or diversion berms at the top of slopes to divert flow from the lace of the slope. f. BFM must be installed in conjunction with seeded erosion control vegetation. Followup and CertlHcatlon: a. All bare spots shall be re-seeded Within ninety (90) days to the satisfaction of the Landscape Architect. c. Permanently irrigated slopes shall be maintained for a period no less than 90 days. d. Nonpermanently Irrigated areas shall be maintained for a period not less than 25 months. e. All revegetated areas shall be maintained by the Permlttee until final approval by the City Manager. The maintenance period begins on the first day following acceptance and may be extended at the determination of the City Manager. f. Prior to final approval, the City Manager may require corrective action including but not limited to replanting, the provision or modification of irrigation systems, and the repair of any soil erosion or slope slippage. APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT P.E, EXP. REVIEWED BY: INSPECTOR d. A wetting agent consisting of 95 percent alkyl polyethylene glycol l----+--+-----------------...J.----+---1----+--- ether shall be applied as p<i!r manufacturer's recommendations. " DATE DATE Application: a. Equipment used for the application of slurry shall have a built-in agitation system to suspend and homogeneously mix the slurry. The slurry mix shall be dyed green. The equipment mus1 have a PALOMAR TRANSFER STATION CARLSBAD, CALIFORNIA pump capable of applying slurry uniformly. The operator shall "' spray the slopes with a uniform, visible coat by using the green color of the fiber matrix as a guide. The slurry shall be applied in a sweeping motion, in an arched stream so as to lall llke rain, and must be applied from all directions, allowing the fiber matrix to build on each other until 100% coverage is achieved and the material is spread at the required rate per acre. _ 11\ DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL lAPPR1Z%f 6{, , E;.tl,.o-ft '1-IZ-·01 LANNING I DATE DWNBY: PROJECT NO. DRAWING NO. ClIKDBY: CUP260(C) 443-3L RVWDBY: I ~~