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HomeMy WebLinkAboutDWG 368-7N; PIP 98-06; CARLSBAD PALOMAR BUSINESS PARK LOKER AVE. EAST; 01-09RECLAIMED WATER NOTES: 1. AIL WORKS SHALi BE DONE IN ACCORDANCE WITH THE WATER CARLSBAD MUNICIPAL WATER DISTRICTS "CARLSBAD RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER W.INS" DATED OCTOBER 1993. 2. DRINKING FOUNTAINS AND DESIGNATED EATING AREAS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC AREAS, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTEND POSSIBLE, PONDING, RUN-OFF, OVCRSPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON SITE-CROSS CONNECTIONS BETWEEN RECYCI.ED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. * 8. THE IRRIGATION SYSTEMS SHALL BE RUN BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 1 B INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACTED WITH RECYCLED WATER WHETHER BY W'NDBLOW SPRAY OR DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTrn TO PREVENT OVER-SPRAYING ON SIDEWALK, STRFETS OR NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL B£ AT A TYPE SIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT EXCHANGEABLE POTABLE WATER QUICK COUPLER SPIKES) PER CARI.SBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. 13. METER SHALL BE SIZED BY THE CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING "NON POTABLE WATER" OR "RECYCLED WATER", COLOR CODED (PURPLE) ANO LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL RECYCLED AND POTABLE WATER PIPES SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD TOP OF THE TRENCH. 16. WHEN THE POTABLE WATER LINE ANO RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITH'N A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF THE POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BElWEEN POTABLE AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMFS. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECYCLED WATER LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AL ALL TIMES. • rn. DFVFI OPFR/CONTRACTOR SHAU. CONDUCT A CROSS CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 20. QUICK COUPLING VAIVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECYCLED WATER: QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS (SPIKE NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV1 OOA-RL-NP OR APPROVAL EQUAL, 21. AN ANNUAL CROSS CONNECTION INSPECTION SHALL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTION PARTY. • 22. DEVELOPER SHALL SHOW "RECYCLED WATER DO NOT DRINK" SIGN LOCATIONS ON THESE PLANS. * 23. AN ON SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTFCTION AND THF SPFCIFIC RFQIJIRfMf"NTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO CARLSBAD MUNICIPAL WATER DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. IN CASE OF EMERGENCY, CONTACT OR AFTER HOURS, CONTACT ENVIRONS NAME AT (909) 626-4663 PHONE NO, SAME >13 ABOVE NAME PHONE NO. 24. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON THE PLANS. 25. ON RECYCLED WATER SYSTEMS, ALL APPURTIENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR CODcD PURPLc PER AWi/A GUIDELINES ANO SECTION 404954 OF THE CALIFORNIA HEALTH ANO SAFETY CODE. + ITEM NOS. B, 19, & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS 1.P. BUT THE ACTUAL SIGNS AND TAGS WILL BE INSTALLCD JUST PRIOR TO ACTUAL USE RECLAIMED WATER. rPVRPl.E BAO<ftol.t«) r 81...ACK LOGO I ~· r'· .,_.Ct( L!TT<Rs · (N.T,S.) WAANING II CYCLEO WA'JP DO MOT OAINK . In Ooder "'°""""' ........ RECYCLED WATER IN USE LANDSCAPE IMPROVEMENT PLANS RECYCLED WATER SYSTEM (PRIVATE) CARLSBAD PALOMAR BUSINESS PARK PALOMAR AIRPORT ROAD & LOKER A VENUE CARLSBAD, CALIFORNIA SIGNAGE NOTES: THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATIER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RECYCLED WATER USE INSPECTION PROCEDURES: I. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPELINES B. TRENCH DEPTH C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) 0. PIPE IDENTIFICATION (POC'S) POINT OF CONNECTIONS E. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS \ \ \ \ j I I I I I I I I 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY, WATER OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON SITE. NO SYSTEM SHALL AT ANY TIME LEET UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. SCHEDULE. F. WARNING SIGNS AT THE SITE AND ON THE TRUCK HAULING RFCYCIFD WATFR (IF RECYCLED WATER IS USED FOR CONSTRUCTION). EXISTING P.O.C. AND BACKFLOW -.--~ TO REMAIN 2. IRRIGATE IN A MANNER THAT WILL MINES RUN OFF, POOLING AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL TIMERS MUST BE AOJUSTIED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFlLTRATION RATE PRESENT. THIS PROCEDURE SHALL BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROLLER CLOCKS. (I.E. EMPL0\1NG THE REPE.AT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER FOR EXAMPLE: POOL DECKS, PRIVATE PATIOS ANO LOTS, AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTIENANCE PERSONNEL ON A CONTINUOUS BASIS FOR THE PRESENCE OF RECYCLED WATER PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATIONAL PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL, WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERYONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO >J,N PRIVATE ON SITE FACILITIES, SUCH CHANGES MUST BE SUBMITTED TO AND APPROVED BY THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7, ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATERPROOF PLASTIC 3'X4' PURPLE IN COLOR WITH THE WORDS "WARNING RECYCLED WATIER DO NOT DRINK• IMPRINTED ON ONE SIDE, AND "AVIS□ AGUA IMURA -NO TOMAR" ON THE OTHER SIDE IMPRINT SHALL BE PERMANENT AND BLACK IN COLOR USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED >13 RECYCLED WATER SPRINKLER HEADS. 11. EACH AUTOMATIC CONTROLLER ANO rTS >SSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1 INCH HIGH ANO A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL USING THE EQUIPMENT. DECLARATION OF' RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITIECT OF THE WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT >13 DEFINED IN SECTION 6703 OF THE BUSINESS PROFESSIONS CODE AND THE DESIGN CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA~NGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT Of WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATIER CONSERVATION PLAN. FIRE SUPPRESSION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. Fl RM NAME & ADDRESS: SIGNATURE 3415 REGISTRATION NO. ENVIRONS 226 W. FOOTHILL BLVD. SUITE #F CLAREMONT, CA 91711 DATE AN APPROVAL LffiER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND DISTRICT, ANO BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH PRIOR TO FINAL INSPECTION APPROVAL. II. DISTRICT INSPECTION SHALL INCLUDE: A. COVER TEST, AFTER THE COMPLETION OF THE SYSTEM TO DETERMINE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEMNG RECYCLED WATER. B. WARNING SIGN AND LABELS. C. QUICK COUPLING VALVES. 0. ALL >SPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOW SPRAY, RUNOFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS CONNECTION. Ill. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART 8, AND PART G OF THE DISTRICT'S FINAL INSPECTION. SITE iE r VICINITY MAP (N.T.S) SAN DlllOO COUN1YDEPARTMENT OF l!NVIR.ONMENTAL HEAL1H (OUTSIDE LIMIT OF WORK) I I L-----d-1~•-..Jt,:-' ....,.-= DO NOT DRINK SIGNS TYPICAL NOT A PART I I I I I I I 0 nonh ..J CAL ---=-- : pl>J_OMAR A\RPO~T ROAD I i.;..:.,,. _______ ...J --- KEY MAP LEGEND ~ AREA OFEXISTINO ~LANDUSE KEYMAP N.T.S. AREA OF PROPOSED RECYCLED (NON POTABLE) WATER USE/ AREA OF PROPOSED LAND USE "DO NOT DRINK" SIGN LOCATION EXISTING P.O.C. AND BACKFLOW TO REMAIN GATEVALVE ----PROPOSED RECYCLED (NON POTABLE) WATER SYSTEM (MAINLINE) 01III11111111111 II Ill EXISTING RECYCLED (NON POTABLE) WATER SYSTEM (MAINLINE) SHEETINDEX COVERSHEET IRRIGATION PLAN PLANTING PLAN CONSTRUC11ON DETAILS SPECIFICATIONS 1 2,3 4,5 6 7,8,9 RCE __ _ INSPECT DR BUIL TN EXP, ___ _ DATE f· 2.z,t,O DATE CARLSBAD MUNICIPAL WATER DISTRICT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING REVISIONS MUST BE APPROVED BY THE PUBLIC PRECISE LOCATION OF 1---t-4, -fl':-_::t.._,4-1_!'b_'_t-';\J_1L_t_t-__ " ______ --+--1-----,1-!o_.10_-m-+---1 I SH1ET I CITY OF CARLSBAD I SH9EETS I ::=:::===..:::::=:::::::::PL:::oli:::N:::N:::IN:::G:::::::D:::EP:::::oli:::R:::::T:::::M:::EN::::T:::::::==~=~ HEALTH ENGINEER, CITY PLANNING DIRECTOR & /. ..,,, 0/ PLANTINGAREAS COVER SHEET DISTRICT ENGINEER PRIOR TO IMPLEMENTATION /4~7<,; <, ~t"lt 1 , ,$· /7-(X) ~ I ~ ~ 00 NOT ta:\ NO TOMI' . Dff!NII ~ EL AGUA WMH IWM ,tll'III: CQffM:TM UYHE U l1Alt0l lEIVS IIE UIM IN FIELD WILLIAM E. PLUMMER R.C.E. 28176 DATIE LOKER A VE. EAST AND CARLSBAD I ---,---~DI~S:_:TRI~CT~AP~PR~O~VE~D~CHAN~~G~E~S~---r--~-□~EP~UTY~Cl~TY~E-NG-IN-EE-R -EX-P._ 3 ;_ I3 ~ 1I _ 02 ___ ..,.~~:-:--:--:-:-:-=-:--------------t==t==t============t=:r=I==t==i p ALO MAR BUSINESS PARK I-OWNER: BENCH MARK: 1----1----1---------------+----,----1--+----I i=:A:::PP=R~OVE~D ====~~~====:::::::::===:::::====: · 1z• X 36" StZE · .OU AI.UM!NUM, .Ol(I AH ltL.uTIC , OR ST10<-Qt,I ~ $IONS 1• BLACK ~ETTtRS z• IM.ACk LETTERS TYPICAL SIGNS 11· ,c 1a· •zt .Cl~ At.u.tl,«JM, .oeo ABS PLASTIC Ofll STICl<-Ofrl 1/!NYL SH;NS DATE DESCRIPTION APPROVED DATE \DI 18101 VON KARMAN AVf_., SUITE 120 IRVINE, CA. 92612 TEL: (714) 833-9998 FAX: (714) 476-4495 GPS CONTROL POINT 2002 -:-==~~~~~~~::.._ ___ ,5-2.t,-CJZ} ON NORTH SIDE OF PALOMAR AIRPORT ROAD. 400'± ASSISTANT P DAlE EAST FROM EAST LOKER AVENUE 12' WEST FROM EAST DWN BY: PROJECT NO. DRAWING NO. END OF SIDEWALK DAlE \NlllAL DAlE \NlllAL DA1E INlllAL CR~~ BBYY:=.---PIP98-06 368-7N ELEVATION 444.18 ADJ. 1992 ENOINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL C11Y APPROVAL ,..., C".:J .-1 C\.Z I cc ~ ='Ill: I \ 3/4 3/4 RECYCLED WATER NOTES: 1. ALL WJ..VE BOXES SHALL BE PURPLE PLASTIC WITH THE WORDS 'RECYCLED WATER" CAST INTO THE PLASTIC LIO. 2. ALL CONTROL VALVES MUST HAVE A PLASTIC LABEL ATTACHED WITH A NYLON TIE WRAP WITH THE WORDS 'RECYCLED WATER -DO NOT DRINK' IN ENGLISH AND SPANISH. 3. ALL ABOVE-GROUND RISERS SHALL BE LABEL.ED WITH A SELF-ADHESIVE LABEL WITH THE SAME WARNING AS THE LABEL FOR CONTROL VALVES. 4. ALL FLUSH, POP-UP SPRINKLER HEADS MUST BE MADE OF PURPLE PIASTIC IF AVAILABLE. 5. ALL BELOW GRADE PIPING MUST BE PURPLE 'ALERT LINE" PIPE WITH THE WORDS 'RECYCLED WATER -DO NOT DRINK'. THIS APPLIES TD BOTH PERMANENT AND INTERMITTENT PRESSURE PIPE. THIS REQUIREMENT DOES NOT APPLY TO FITTINGS AND RISERS. 8. NO HOSE BIBS ARE ALLOWED ON RECYCLED WATIER SYSTEMS. QUICK COUPLERS ARE ALLOWED, BUT MUST BE MADE FOR RECYCLED WATER SYSTEMS. QUICK COUPLERS MUST ALSO BE PLACED IN PURPLE PLASTIC VALVE BOXES. 7. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOWSTRIPS OR OTHER APPROVED METHODS. NOT A FART - RECLAIMED WATER NOTES: 1. ALL WORKS SHALL l!E DONE IN ACCORDANCE wmi THE WATER CARLSBAll MUNICIPAL WATIER DISTRICTS "CARLSBAll RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" DATED OCTOBER 1993. 2. DRINKING FOUNTAINS AND DESIGNATED EATING AREAS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TD MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILmES SUCH AS PICNIC AREAS, BBO'S, PLAYGROUNDS, SAND TOT LOTS, ETC. J. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE DR CONTROL TO THE BEST EXTEND POSSIBLE, PONDING, RUN-OFF, OVERSPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON SITE-CROSS CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 8. NO SUBSTITUTION OF PIPE MATIERIAI..S WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHAU. HAVE WARNING TAPE PER CARLSBAD MUNICIPAL W"TER DISTRICTS RULES AND REGULATIONS. •S. THE IRRIGATION SYSTEMS SHALL BE RUN BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACTED WITH RECYCLED WATER WHETHER BY WINDBLOW SPRAY OR DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALK, STREETS OR NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE AT A lYPE SIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT EXCHANGEABLE POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. 13. METER SHALL BE SIZED BY THE CARLSBAD MUNICIPAL WATER DISTRICT. EXISTING 6UIC.DIN l!Xl&TINCi z• MAINLIN!! - 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING 'NON POTABLE WATER" OR 'RECYCLED WATER", COLOR COOED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL RECYCLED AND POTABLE WATER PIPES SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD TOP OF THE TIRENCH. 16. WHEN THE POTABLE WATIER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF THE POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEP,.,RATION BETWEEN POTABLE AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECYCLED WATER LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEP"RATIDN BETWEEN UTILITIES MUST BE MAINTAINED AL ALL TIMES. • 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY CARLSBAD MUNICIPAL WATIER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 20. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TD THE FOLLOWING: RECYCLED WATER: QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS (SPIKE NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) ANO PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV1 OOA-RL-NP OR APPROVAL EQUAL 21. AN ANNUAL CROSS CONNECTION INSPECTION SHALL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTION PARTY. •22. DEVELOPER SHALL SHOW 'RECYCLED WATER DO NOT DRINK" SIGN LOCATIONS ON THESE PLANS. LIMIT Of= WORK LINE TII! leU &Y&Tl!H INTO IXl&TING 2' M.IJtt.lNI! AT TMI& LOCATION. NOTE EXl&TIHC!, &Y& D.t!.M. "111 Nlll'1eEllt 16 Ill.II-= l!!l!Gll,NINCi CIF '"""1"0e!:D MAINLINE LIMIT Of= WORK LINE j A-1 17 • 1 1/4' LIMIT Of= WO~ LINE ;. r- NOT A FART 1 ., fl\ 1--I: -_J \ I 1· 1' 1.'' 3/4 3/4 I I I I I 1 1/4' 1 I I 1 1/4' A- 3/4 I I I I , I I 1/4' I I 12' '} I I I ;I_ •2· I I A-4 46 3/4 /4' I I t: ----I ,1,111111111111111111 I I - II ll I I I Ill l l I I l I I I I I I I I I I I I 1111111111111111111111111 I 11-IIIIIII I I I I I 11111111111111 Ii ----7 E~EE I I I I I t I I I I I ~~ ~~ I 3/4 3/4 3/4 3/4 I I •2· I 1 1' I 1' 1' ~ 2' 1 1/4' 3/4 I 1l I t1f I I I 2' 12• I A-13 47 [::; -9 c:, r- I I I \ I \ J. I ~ 3/4 \ 111111111111111111111ll11111 111!111111111111111111111 1111111111111111 I 11111 I MA CM ~ SMEE 2' A-10 ~ w 1' 1/4' 1 1/4' 1 1/4' \1 • 23. AN ON SITE USER/SUPERVISOR SHALL BE OESIGNATIED IN WRmNG. THIS INDMDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO CARLSBAD MUNICIPAL WATER DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. IN CASE OF EMERGENCY, CONTACT ENVIRONS AT {909) 626-4663 NAME PHONE NO. OR AFTER HOURS, CONTACT SAME AS ABOVE NAME PHONE NO. 24. SHOW ALL PUBLIC ANO PRIVATE POTABLE WATER MAINS ON THE PLANS. 25. ON RECYCLED WATIER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION 404954 OF THE CALIFORNIA HEALTH AND SAFETY CODE. • ITEM NOS. l!, 19, & 23 SHAU. BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS I.P. BUT THE ACTUAL SIGNS AND T-'GS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE RECLAIMED WATER. NOTE: EXISTING LANDSCAPE .t PROPOSED LANDSCAPE TO 6OTM 6E IRRIGATED WI RECLAIMED WATER WMEN AYAILA6LE P.O.C. ~ATION MINIM.M STATIC ~l'IIE l'IIEGIUll'IIED TO Ol"ElltAT! &Y&T!M • ~! l"AJ. • l"OC. &TATIC Fl'IIEeeuN: AYAILAeLE • II& l".6.1. TO 1)11".&.I. FEl't ~eeAD l"lNICll"AL WATEtlt Dl&notlCT • (160) 435-!361 MAXIMUM &Y&TEM l'I..OUI • STATION A-13 • 41 a..t"J1. NOTE! !Xl&TING, l"OC. 18 LOCATl!D OUTelC>I! l"tlllOJl!CT LHIT C# WOilll(. et!! t<l!Y MAI" el!LOUI 1'0llt LOCTION EXISTING l"OC. CONel&T& Cf' Tl£ l'OLLOWINCi Ealll"MENT, I tn• WATER METEl't I tn• l'EBCO &:!&T Ill 6Ct<l'LOW WILKIN!! IIZYeetlt-60 WYE &Ti'IAINl!llt WILKIN!! !!00 1-f;i l"l'IIE!!elll'IIE "IEGIILATOl't RAINell'tD FE&-15 ISO -MMTEl't YAL VE _,_. NOTE: MATCM AREA REFE~ TO EXISTING RECLAIMED WATE~ USE EXISTING P.O.C. AND BACKFLOW TO REMAIN (OUTSIDE LIMIT OF WORK.) KEY MAP LEGEND ~ AREA OF EXISTING ~ RECLAIMED WATER USE AREA OF PROPOSED RECLAIMED WATER USE 3419 ~ u '.:. Slgnatln,J NORTH 10/31/00 ,t NOT A PART KEY MAP N.T.S. 'AS BUILT' \ \ \ i I I I CAL 0 10 20 40 ~~11Arl-~ "i-?5DO RCE __ _ EXP, ___ _ DATE SCALE I" = 20'-0" REVIE'w'ED BY• L-. E?l~l\:S INSPECTOR APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS '--"-✓_'""_m-t--'-cl..---t_'·_f', __ s_-b_u_,L: _________ -t---+---+-10_-10_.c,c,-1---1 I sH2EET I CITY OF CARl.SBAD I SHEETS I r-PLANNING DEPARTMENT 9 :=::::====..::=::::::::::=:::=::::::=:=:::::::::=:====~~ DATE NOTE: FOR IRRIGATION LEGEND AND NOTES SEE ~EET 3 OWNER: IDI 18101 VON KARMAN AVE., IRVINE, CA. 92612 TEL: (71 4) 833-9998 FAX: (714) 476-4495 SUITE 120 BENCH MARK: GPS CONTROL POINT 2002 ON NORTH SIDE OF PALOMAR AIRPORT ROAD. 400'± EAST FROM EAST LOKER AVENUE 12' WEST FROM EAST END OF SIDEWALK ELEVATION 444. 18 ADJ. 1992 DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL DA lE INITIAL IRRIGATION PLAN LOKER A VE. EAST AND CARLSBAD PALO MAR BUSINESS PARK APPROVED ASSISTANT PLA NING DIRECTOR D\\111 BY: ---CHKD BY: __ _ PROJECT NO. PIP98-06 DATE DRAWING NO. 368-7N C":> ...... C\l I co 0) ""- . ---------------------------------------------------------------------------------------------------------------..au OlHER APPROVAL aTY APPROVAL RW.O BY: ~ le .. IRRIGATION NOTES 1. IT IS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE ANO OPERATIONAL IRRIGATION SYSTEM GMNG FULL COVERAGE AND READY FOR USE BY THE OWNER. THE DRAWINGS ARE BASED ON LANDSCAPE AND GRADING DRAWINGS IN EFFECT AT THE TIME THESE DRAWINGS WERE MADE. ANY DISCREPANCIES, OMISSIONS, ERRORS, ETC. ON THESE DRAWINGS OR ON SITE CHANGES, DO NOT AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY 2. 3. 4. 5. 6. 7. a. 9. TO PROVIDE A COMPLETE SYSTEM AS SHOWN. IF NECESSARY, THE CONTIRACTOR MAY, WHERE CHANGES OCCUR, ADD OR DELffi SPRINKLERS, REROUTE PIPE, ETC. TO ASSURE ADEQUATE AND FULL COVERAGE. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL INSTALL CHECK VALVES IN ALL HEADS IN WHICH LOW HEAD DRAINAGE OCCURS. LOCATE ALL VALVES IN PLANTING AREAS. IRRIGATION SYSTEM IS STRICTLY DIAGRAMMATIC, THEREFORE, CONTRACTOR MUST MAKE ADJUSTMENTS IN THE FIELD TO INSURE ADEQUATE COVERAGE. IRRIGATION SYSTEM SHALL CONFORM TO STATE AND LOCAi. CODES. ALL SHRUBBERY-TYPE HEADS ADJACENT TO WALKS SHALL BE INSTALLED AS LOW AS NECESSARY TO PREVENT ANY DAMAGE TO IRRIGATION SYSTEM. THE SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR. ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIG- ATION CONTIRACTOR AT NO COST TO THE OWNER. 120 VOLT ELECTRICAL POWER OUTI.ET FOR CONTROLLERS SHALL BE PROVIDED AS NOTED. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HOOK-UP FROM OUTLET TO CONTROLLER. ------__.-..___/' -~-------✓- I I I 10. ALL WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVES SHALL BE COPPER ur #14 DIRECT BURIAL. USE BLACK FOR PILOT, WHITE FOR COMMON. INSTALL IN COMMON TRENCH WITH MAIN LINE PIPING WHERE POSSIBLE. 11. PROVIDE MINIMUM 111" COVER OVER ALL PRESSURE MAIN LINE PIPING, AND 12" OVER ALL NON-PRESSURE LATERAL LINE PIPING. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A PVC SCH. 80 SLEEVE WITH 36" MIN. COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON PLANS. CITY DEPTH REQUIREMENTS FOR PIPE SUPERCEDE ALL THE ABOVE DIMENSIONS. 12. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES ANO ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY AS MUCH AS POSSIBLE. 13. 00 NIOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIITTRENCES EXIST THAT WERE NIOT KNOWN DURING THE DESIGN PROCESS. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE; OTHERWISE, THE IRRIGATION CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. 14. FINAL LOCATION OF .t.l/TOMATIC CONTROLLER AND THE BACKFLOW PREVENTER SHALL BE DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. 15. FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE ANO ro PREVENT OVERSPRAY ONTO WALKS AND WALLS/FENCES AS MUCH AS POSSIBLE. 15. POLYETHYLINE PIPE TO BE BURIED NO DEEPER THAN 4• BELOW SURFACE. 17. LOCATION OF P.O.C. IS ONLY DIAGRAMATIC. LOCATION MUST BE VERIFIED IN FIELD. 18. 19. IN ADDITION TO THE SLEEVES SHOWN ON THE PlAN, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER ALL PAI/ED AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNER'S REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS. FOR EXAMPLE: SEPARATE SLEEVES ARE REQUIRED FOR CONTROL WIRES. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, MffiR AND BACKFLOW PREVENTER TO PRESSURE CALCULATIONS REMOTE CONTROL VALVE A-10 THE WORST CONDITION STATIC PRESSURE AT MffiR • 118 -131 TOTAL GPM 46 SIZE ITEM 1 1/2' WATER METER 1 1/2" BACKFLOW DEVICE 2· PRESSURE REGULATOR 2· MAINLINE 1, 189' 1 1/2" REMOTE CONTROL MASTER VALVE 2· 2 GATE VALVES 1 1/2" REMOTE CONTROL VALVE LATERAL LINE LOSS FITTING LOSS ( 1 OX) 1 O' OF ELEVATION CHANGE TOTAL P.S.I. LOSS PRESSURE REQ. 0 HEAO TOTAL P.S.I. REQUIRED TO OPERATE SYSTEM STATIC P.S.I. AVAILABLE AT METER RESIDUAL WATER PRESSURE BE OF !MATERIAL AS REQUIRED BY CURRENT WATER DISTRICT. _.--.... '-"-.J,.-....._ I •11 NI 111111111111111 ,,, · ATCl4L INE SE Sl4EET 2 1111 1111 11111 11111 Ill 111111111 E 51-!EE t-t---ii: 'ff.-_!•~- •••• I I I I I I I 11111111111111111111111111111111111111111 111j I I II II I 111111111111111 II 1i 1111! II II I II II II II ~111111111111111-----Lil>-I I I IIIIII I I IIIII I\Y, 1111 ~ I I I I ~ I I 3/4 3/4 3/4 I I •2· 1' I I I 1' 1' 12:· -~ I . 3 1' 1 u, ~ Afffe I I I ...I , I 1/4' A-5 44 ~ 11 I 1/4' 1 1/4' ~ r--I' 1' -.9 t-itl -~ ...I 1' I' 3/4 I' I ¥: 3/4 3/4 3/4 I I 1,1' ,z4' '~~7 ~ 2il;~ A-6 ~ 10 I s' 3/4 3/4 3/4 i: 3/4 3/4 @ @-1 1/2' @ @ I 1/4' lb I' --· 3/4 --- ...I r- 1' 1 1/4 1 1/4' 1· I' 3/4 1' . ., A-9 4 4~' i 3/4 -, . 3/4 " , \ @ @--@-3/4 1 1/4' 3/4 1' -- 31 A-11 19 ~ >;::- ~ " - @ -- 1' 3/4 1/4' 1 1/4' .,,, ] 3/4 \1 @ I \, 1 1/4'1 I ,d I 1 1/4' I I I 1' I I • I I B, \ I I \ ), ) I NOTE: I-IATCI-I AREA REFERS TO EXISTING RECLAIMED WATER USE ----- ----- OWNER: BENCH MARK: IRRIGATION LEGEND eYMeOL l"N. MODl!L NO. AND D!!6Cllttl"TION l'tAP dl"M. l".&J. P.S.I. LOSS V IIIAINellltD leOO·eAM·NI" C0\1!flt·6'VAN 6' .31,.60 :,c, 4.2 12.0 15.0 19.0 3.5 1.0 3.5 5.0 2.0 4.~ 69.53 30.0 99.53 118 18.47 A-1 1 1 2 35 ~ ~ (!J • 6 ~ 4-• ' ' • 0 e e di -e-- 0 ~ A _g_ + @ @ ..... s & () --- IIIAINell'IP IIIAINellltD l'tAINellltD IIIAINellltD AAINell'tD AAINell'IC IIIAINellltD l'tAINell'tD l'tAllellltD IIIAllell'tD IIIAllellltD l'tAINellltD IIIAINell'tD l'tAINell'tD l'tAINell'tD l'tAINellltD l'tAINBll'<D I-IIJ,ITEIII l-ll.NTl!llt lllHT!l't lllHT!l't lllHT!l't H.tlTEl't H.tlT!llt Nl!!CO le00•6Al1-NI" COV!!l't·6'•Q•6" l"OI" UI" -y le00-&A11-NI" COY!llt·&'•M•6' l"OI" Ill" -y leOO·eAM·NI" COY!llt·&'•VAN•6' l"OI" UI" -..,.y leOO-eAM-NI" COV!!l't-&'·K-6' l"OI" UI" 6i"l'tAY leOO·eAl'l·NI" COY!l't-10'-Q-6' l"OI" UI" 61"1'tAY 1800-eAM-NI" COV!!l't·IO'•M•6' l"OI" UI" et"l'tAY leOO-eAM-NI" COV!!llt·I0'-1'·6' l"OI" IJI" -y lll00-6Al1-NI" COV!!llt-12'-Q-6' l"Of" IJI" -.i,y lll00,6A11-NI" C0\11!:l't·12'·1-1·6" l"OI" UI" -...Y 1e00•6Al1•NI" COV!!llt-12'-VAN-6' l"OI" Ill" -y 1&00-eAM·NI" C0\11!111-12'·1'·6' l"OI" LIi" -y l&OO·eAM•NI" COYl!l't·l&'•Q-6" l"OI" LIi" -y l&OO·&Al'l•NI" CO\IEl't-1&'-M-6' l"OI" LIi" -y 1&00-eAM-NI" CO\IEl't-l&'•VAN-6" l"OI" UI" &i"ltAY 1&00-&AM,NI" COYl!l't-1&'-E&T-6' l"OI" UI" &l"lltAY 1&00-&AM•NI" COV!!l't-1!'-&&T-6' l"Of" Ill" -y &' &' I!>' I!>' 10' 10' 10' 12' 12' 12' 12' I&' I&' 15' 4Xl5 4)(30 ll!>OO·&Al'l•NI" CO\IEl't-&'·1'·6' WITI-1 .3 l"l't!!eelllltl! COMl"EN&ATINCi Dl!Y1CE &l'te-nA 6' l"OI" UI" -y U/1 llt!!CLAn-ED WAT!llt Cl>I' elltt>-nA 6' l"OI" UI" -...Y U/1 lll!CLAIM!D WAT!III Cl>I' l"GM·A-1.&·l't NOZZL! 6' l"OI" IJI" ROTO!lt l"GM·A•l.&•l't NOZZLE 6' l"OI" UI" IIIOTO!lt l"GM·A·2.0·l't NOZZLI! 6' l"OI" UI" IIIOTO!lt l"GM-A-3.0-111 NOUUE 6' l"OI" UI" IIIOTOl't l"GM-A-3.0-111 NOZZLE 6" l"OI" UP IIIOTOl't el'tAell eALL VAi.Yi! LIN! 91%1! 81!! DETAIL e 9Ml!!!T le n· M' 23' 23' 11' »• .. ,o• .3'3 :,c, ·"" :,c, .112 30 , .. , 30 39 :,c, .1, :,c, 1.111 :,c, 6!) 30 1.3 :,c, 13 :,c, 2.6 :,c, .9 :,c, 1.8& 30 1.23 30 .. , 30 121 :,0 .2!) 30 Ll3, 2.21!1 JO 4.& JO 1.& -IO I.!> "° 2.0 -IO 3t'J -IO )t'J -40 IIIAINellltD ll'tl'tl-n.ot.. Pee eetll!9 !Ll!CTIIIIC lltl!t1()T! c:ON'f1IIOL YAl."1! (&1%1! A& NOTED ON 191.AN) IN l!lil!O()l(9 llt!!CLAIMl!D WAT!l't (l"\Jlltl"L!!) Y.Al.111 eox 91!1! D!TAJL 3 9Ml!!!T If 1111 MC·I& l"LLI& Ill &TATION WALL H0tNTED AUTOMATIC ~!Ill t1QUNT ON l!XTl!IIIIOIII Cl' l!lUILDINao ~Tc:>FI TO IN&T ALL l'tAIN Cl-ll!CK < AYAILAISLI! ~ l'IAIHBll'tD) ADJACENT TO =LEl't eEE Dl!TAIL ON &MEET 6 N!L!ON MODt!L .,6-4& I' QUICK COUl"l.1!111 IN~ lltl!CLAIH!P WAT!l't <l"Ulltl"L!! VAL.VI! !!OX U/1 LOCKINCi l"IJl'til'LE COV!llt9 91!1! Dl!TAIL ON &MEET 6 LATEML& ecM -IC 11,!!!CLAIM!O WAT!l't 1"11"! (l"l-ll"l"LI!) &III! A& NOTl!O ON l"LAN 9!! O!TAIL ON ei.11!:!!T 6 MAINLINI! CLA!l6 31& 2" ,v.r, A1!0V1!! AND 6CM -IC"°"' 11/2" ANO l!MALLEIII t'IECLAIMED WA~ l"lf'E (Rll'lr'I.E) &IZ! A& NOT!D ON !"LAN eee D!T AIL ON eleET • eLEEV!! NOTE, ALL 1"11"1! THAT ~6 lNDl!llt l"AYl!Ml!NT, AND &~-nR& TO !!!E IN &LEEV!!& f'El't DETAIL ON &MEET 6 IDENTll'ICATION TAI"!, 3' WID!! • .ol MIL TMIO<, l"IJllll"LE LETT!M ON &ILY!llt ~. !"AUL l"OTl.!!"- CALl"ICO, TI-IOl't ~eee, OIII EQJ.AL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS NOT! c:c:NTl'tACTO!lt MAY eue&TITUTE II.NTEl't elltt>-06 ~IE& l'O!lt IIIAINellltD 1800 91!1111!9 eoc>I!& NOT!: IN&T ALL POP" UP"& WITI-IIN 10' C/F ALL l"!Pl!!!Tllt!AN U&E6. • Ju..Lt•oi.J u,,-,es .AetLhL Lee.A t1qJ or !:1"-1 J.u..e. STATION NUMBER PDC. INFOf-!MATION MINIMIN &TATIC l"t'IE&&Ut'IE t'IEGllll'IED TO oi-l!IIIAT! &Y&T!M • 9.!13 l".6.1. • !"DC. VALVE SIZE GPM &TATIC Ftl!Eeeul'tl! AVAILAeLI!: • ne l".6.1. TO 1311".6.l. l"!l't CAl'tl.eeAD t-1.NICll"AL WAT!!III Dl&TJlltlCT • (160) 4'&·3361 MAXIM.t1 SY&T!M FLOW• &TATION A-13 • -41 G.f"l"t /\ / / \ ~1111T1Tl.. \ \ i I I I I I NOTE: FOR RECLAIMED .t RECYCLED WATER NOTES SEE Sl-4EET 2 NOTE: EXISTING LANDSCAPE .t PROPOSED LANDSCAPE TO BOTl-4 6E IRRIGATED W/ RECLAIMED WATER Wl4EN AVAILABLE EXISTING P.O.C. AND BACKFLOW TO REMAIN (OUTSIDE LIMIT OF WORK) KEY MAP LEGEND ~ AREA OF EXISTING ~ RECLAIMED WATER USE AREA OF PROPOSED RECLAIMED WATER USE NOT A PART --- KEY MAP N.T.S. SCALE 1" = 20' -0" NORTH "AS BUILT" RCE __ _ REVIE\JED BY• L.1:>\2r¢:- INSPECTOR EXP, ___ _ ]-28-no DATE i~·IDOO DATE f-0-Y,_o.J-1-'-1?:_~___,· f--,._us_-iw_1c.:_o __ .... _"~_1 _·s_. _____ f----l---l-10._10_-0_01----1 I SH3EET I CITY OF CARLSBAD I SH9EETS I PLANNING DEPARTMENT :==~=::::::::=::::::::::::::::::::::::::::::::::::::====:::!.!:====: IRRIGATION PLAN LOKER AVE. EAST AND CARLSBAD PALOMAR BUSINESS PARK IDI GPS CONTROL POINT 2002 A_P_P_Ro_VE_D __ ...,.,.• ._),Z""~::.=.-----=S-2b-t7P ASSIST ANT PLANNi1'4°G DIRECTOR A TE NOTE: Tl-4ERE IS NO POTABLE WATER LINES LOCATED WITl41N PROJECTS LIMIT OF WORK 181 01 VON KARMAN AVE., SUITE 120 IRVINE, CA. 9261 2 TEL: (714) 833-9998 FAX: (714) 4 76-4495 ON NORTH SIDE OF PALOMAR AIRPORT ROAD. 400':!: EAST FROM EAST LOKER AVENUE 12' WEST FROM EAST END OF SIDEWALK ELEVATION 444.18 ADJ. 1992 DA TE INlllAL ENGINEER OF WORK OWN BY: __ _ REVISION DESCRIPTION DA TE INlllAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY: __ _ RVWD BY: PROJECT NO. PIP98-06 DRAWING NO. 368-7N C":) ...... C\l I co 0:, "tt: . --------------------------------------------------------------------------------------------------------u l,., C' oO ' ' I I I I I I I I I I I - - Iii Iii NOT A FART EXISTING BUILDING □ 0 LIMIT OF ~ LINE LIMIT OF WOFi:K LINE ---.......,,.. ____________ ___:__ _____ .....:_ ______ .....j_ ____________________ .....:_ ____ ....:_____:_ __ -UI---------- I , I I ,.. !IOX »11eox LIMIT OF WOFi:K LINE NOT A FART ,.. l!IO)( 16' l!!O>C .,.. l!IO)( I--l: -_J -----------------1111111""1 -r,-n\TTmrTITT"mTr.f., N I, ,.. l!IO)( »11 eox ,.. l!!O)( ,.. l!!O)( sj;1TT1TT1ITI Ill Ill ITi E --~,,, II II I I I I I I I fll I 111111111111111 i fl 111111111111111 I II II I __________ _!:: MATCl-4,__,.__, II llllllllllllllllllllllltlllll• E Sl-4EE OTE: FOR PLANTING LEGEND AND NOTES SEE Sl-4EET S ~~¾ ~ '\" ic 'lie q,. fj ~ 341tl; /~ -<1:i 'J;J; () ✓ tJJ Co """15-f'J.Ot • 10/31/00 ,.. ~ ienewol Dote ,-."r' -1~():' cp,),..I'~ OWNER: BENCH MARK: IDI GPS CONTROL POINT 2002 18101 VON KARMAN AVE., SUITE 120 ON NORTH SIDE OF' PALOMAR AIRPORT ROAD. -400'± IRVINE, CA. 92612 EAST F'ROM EAST LOKER AVENUE 12' WEST FROM EAST TEL: (714) 833-9998 END OF SIDEWALK DAlE INITIAL \ \ FAX: (71-4) 476-4495 ELEVATION 444.18 ADJ. 1992 ENGINEER Of' WORK 0 0 0 0 0 ' I I -1\111111111111111111111111111111111111111111111111 1111111111 s 0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REVISION DESCRIPTION KEY MAP LEGEND NOT A PART ~ AREA OF EXISTING ~ LANDUSE 0 DAlE INITIAL OlHER APPROVAL AREA OF PROPOSED LAND USE KEY MAP N.T.S. NORTH "AS BUILT" 10 20 40 RCE EXP, DillTE REVIE'w'ED BY• SCALE 1" = 20' -0" INSPECT□R DATE I SH4T I CITY OF CARLSBAD I SH9TS I PLillNNING DEPARTMENT PLANTING PLAN LOKER AVE. EAST AND CARI.SHAD PALOMAR BUSINESS PARK APPROVED ~/&/4fJ ·-,%~ ASSISTANT PL n.1NJ G DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DAlE INITIAL CHKD BY: CITY APPROVAL RVWI) BY: PIP98-06 368-7N PLANT PALETTE IREiae 6"1'1'eOL l!IOTAN1CAL. ffi CU!"ANIOl"&l6 ANACAltC>IOI09 C~ 0 ~&TANIA ~A Ml!leANI!! !!OX 0 i-iMJ& l!LDAAICA !LC>Alt!CA l"INI 0 l!Xl&TIHG 1N!I! TO N!MAIH -"""'11!CT IN l"LACI! NOT!&. 3611 eo>< 2:4•90)( I& GAL. Q\ANIID'. II "' 16 L ALL WI!& WITI-IIN &' C,. ~9CAl"1! 94-IALL 1!11 IN A 9MAUJTOII.N i.ooT f!Alllllltll!lt 2<1' Mkil-l _J 1111 111 lfW-4J.llllJ.lill.up.l'-4 w ~ _J ~ ~ I--~ _J 0 o o O_o -' 61-R.ee tYl'eOL l!IOTANICAL. l"ITT06l"O!U1 T09f!IIA XTLoeHA CONCi!&l\111 GlltlOI.M) COVEiii? l!IOTANICAL LCINICl!!U, JAl'ONICA. 'MAU.IANA' <!tAZANIA "MITeUA Tl!LLOW' COl't10N 61%! f"UIIIPl"LI! &-.. NEW ZEALAND ~LAX MOCK OltANQI! &GAL. &MIHY XT'LoeHA & Cill4L. INC>IAN ~ &GAL. cc::tttQN 6IZ! 'rm.LOW <!tAZANIA l'LAT& 011H:nrr ,,,, "" 100 e T!IIIANc!iULAlt ei"ACI! 14' O.C. T!IIIANCMJI.Alt ei"ACI! 12' O.C. e, 11 e:-Pl!O 1'1JLCH NOT!, ALL l"LANTl!lt Alll!A& TO l'l!Cl!lll!! A 5' TMICK LA'Tmlt C,. &Mlll!C>OIC> l'll!C>ILl1 WOOD CMll"I (31<1' • 112"! AYAILAel.£ ~ ~IN !I00-2-41-66"6. CONTRAC:Totlt ~ALL &ueMIT &Al11"LI! f'!lillotlt TO IN&TALLATION. NOTE, A-1! l"LANT 11A~IAI. CUANTITll!e ~ GIY!N l'Olt CONYl!Nll!NCI! 0NL T. Tl-4! CCNTl'tACTOlt 16 lsl:5i"ON51e!.! l'OfO! f"lltOVIC>ING !!lff!CIENT 11AT!fl!IAL ~AltC>LEee CIF Al"FROXIHATE QUANTITIES e.lOU.N IN TME Ll!GENC>. ~-MATCI-ILINE SE 4 ;uwwu11111111 :l II lllWWIJJllllllllllUIW'!l 0 -------OWNER: IDI WWlllllllllllllWWWWl.llllllllllll W __ _ 0 0 0 0 0~02----- l!XleTIN<!t 22' TO 30' Wlt)I! &T!IIE!T&CAI"! ON l"AL01'1Alt AIRFORI' ROAD CONel&TING C1F TME FOL.LOIIING, -&' !LIDE &!DEWALi< AT CUR5 -&' !LIDE TIJl'F WI el!Ov£L-aJT EC>GE -l"INU6, 6CMNJ6, l!UCAL Tl"TUe ON &LOI"!! -E6CALLONIA, ACAclA ON &LOPE IXl&TING 6Tl'!EET6CAI"£ TO lt!HAIN • l"!IIOTECT IN !"LACE BENCH MARK: GPS CONTROL POINT 2002 KEY MAP LEGEND ~ AREA OF EXISTING ~LANDUSE ~SCA.ot AREA OF PROPOSED LAND USE -I i ✓ '1« '-' .,.., ,; -jc 10/31/00 ,t- ~ CAI.I~ 18101 VON KARMAN AVE., SUITE 120 IRVINE, CA. 92612 TEL: (714) 833-9998 ON NORTH SIDE OF PALOMAR AIRPORT ROAD. 400'± EAST FROM EAST LOKER AVENUE 12' WEST FROM EAST END OF SIDEWALK DATE INmAL FAX: (714) 476-4495 ELEVATION 444.18 ADJ, 1992 ENGINEER OF WORK NOT A PART -- PLANTING NOTES: 1. PROVIDE WEED CONTROL PER SPECIFICATIONS 2. PROVIDE AGRICULTURAL SUITABILITY AND FERTILITY TEST. SOIL TEST SHALL BE PERFORMED BY A SCIL TESTING LABORATORY/ AGENCY AND SHALL BE PRE-APPROVED BY THE CITY INSPECTOR. THE RESULT OF THE SOIL TEST SHALL BE SUBMITTED TO AND APPROVED BY THE CITY INSPECTOR PRIOR TO AMENDING SOIL AMEND TOPSOIL TO A DEPTH OF 6" AS RECOMMENDED, BUT NO LESS PER 1,000 SQUARE FEET THAN AS FOLLOWS: 4 CUBIC YARDS NITROLIZED SHAVINGS 15 LBS, 6-20-20 COMMERCIAL FERTILIZER 150 LBS, AGRICULTURAL GYPSUM AND PREPARE ALL BACKFlLL SOIL AS RECOMMENDED BUT NO LESS PER CUBIC YARD THAN AS FOLLOWS: 4/5 CUBIC YARD SCREENED SITE TOPSOIL 1 /5 CUBIC YARD NITROLIZED SHAVINGS 6-20-20 FERTILIZER PER SPECIFICATION D.4.J 2 POUNDS IRON SULFATE 10 POUNDS ORGANIC GYPSUM .3. INSTALL ROOT BARRIERS ON ALL TREES WITHIN THREE FEET Of CURBS, SIDEWALKS, WALLS, FOOllNGS, PAVING OR ANY HARDSCAPE. 4. DOUBLE-STAKE ALL TREES, OR GUY {MULTI-TRUNKED TREES) PER DETAILS, 5. PROVIDE 3" MINIMUM LAYER OF SHREDDED BARK MULCH IN ALL SHRUB ANO GROUNDCOVER AREAS. SUBMIT SAMPLE TO THE CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO THE SITE. 6. APPROXIMATE PLANT MATERIAL QUANTIT!ES ARE GIVEN FOR CONVENIENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT MATERIAL REGARDLESS OF APPROXIMATE QUANTITIES SHOWN IN THE LEGEND. 7, ANY COMPACTED SOILS IN PLANTING AREAS SHALL BE RETURNED TO A "FRIABLE" CONDITION PRIOR TO THE INSTALLAllON OF PLANT MATERIALS. FRIABLE CONDITION IS DEFINED AS AN EASILY CRUMBLED OR LOOSELY COMPACTED CONDITION WHEREBY THE ROOT STRUCTURE OF NEWLY PLANTED MATERIAL WILL BE ALLOWED TO SPREAD UNIMPEDED. e. SLOPES OVER 8' IN VERTICAL HEIGHT HAVE: Al STANDARD ,, -COVER cROP/JLITE MESH (,cox COVERAGE) B STANDARD 12 -GROUNDCOVER, MINIMUM FLATTED SIZE (100l! COVERAGE) C STANDARD #3 -LOW SPREADING SHRUBS FROM MINIMUM 2 3/4" LINERS (70l! COVERAGE) D) STANDARD 14 -TREES AND LARGE SHRUBS FROM MINIMUM 1 GALLON (1 /200 SQUARE FEET) 9. SLOPES BETWEEN 4' AND 8' IN VERTICAL HEIGHT HAVE STANDARD #1, #2, #3 ABOVE. 10, PROVIDE MAINTENANCE OF THE LANDSCAPING AND IRRIGATION SYSTEM FOR A MINIMUM 60 DAY PERIOD FROM FINAL APPROVAL OF THE INSTALLATION. WEED CONTROL AFTER SOIL PREPARATION AND ESTABUSHMENT OF FINAL GRADES PRIOR TO ANY PLANTING, THE CONTRACTOR SHALL IRRIGATE THOROUGHLY FOR A PERIOD OF TIME, lWO OR THREE WEEKS OR UNTIL THE WEED SEEDS HAVE GERMINATED. WHEN THERE IS SUFFICIENT WEED SEED GERMINATION, THE CONTRACTOR SHALL APPLY A POST-EMERGENT CONTACT WEED KILLER ACCORO!NG TO THE DIRECTIONS OF THE MANUFACTURER. THE CONTRACTOR SHALL THEN WAIT AN ADDITIONAL TWO WEEKS TO ALLOW THE WEED KILLER TO DISSIPATE, THEN PLANT AS INDICATED IN THE PLANS AND SPECIFICATIONS. CONTRACTOR SHALL REMOVE ANY RESIDUAL FOLIAGE AND/OR ROOTS. SPECIFICATION D.4.J: CONTAINER PLANTS SHALL BE BACKFlLLED WITH: 8 PARlS BY VOLUME ON-SITE TOPSOIL 2 PARlS BY VOLUME ORGANIC AMENDMENT 6-20-20 FERTILIZER MIX AS PER CHART BELOW: 1 GALLON -1 HANOFULL 5 GALLON -2 HANDFULLS 15 GALLON -3 HANDFIJLLS 18" BOX -4 HANDFIJLLS 24 " BOX -5 HANDFULLS 30" BOX -6 HANDFIJLLS 36" BOX -7 HANDFIJLLS 42 " BOX -8 HANDFULLS 48" BOX -9 HANDFIJLLS 60" BOX -10 HANDFIJLLS NOR1H APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 'AS BUil T' KEYMAP 0 10 20 40 DATE N.T.S. DA TE INmAL REVISION DESCRIPTION OlHER APPROVAL RCE EXP. REVIE\JED BY, SCALE I" = 20'-0" DA TE INmAL CllY APPROVAL INSPECTOR DATE 1 sHgT I CITY OF CARLSBAD IS9TSI PLANNING DEPARTMENT PLANTING PLAN LOKER A VE. EAST AND CARLSBAD PALOMAR BUSINESS PARK 'MIi B: ---, CHKD BY: __ _ RVWD BY: PROJECT NO. PIP98-06 DRAWING NO. 368-7N All GROUND COVER 10 BE PLANTED e EQUAL SPACING {TRIANGULAR) PER ON CENTER SPACINGS ON SHEET 5 ~---SPACE GROUNDCOVER IN A TRIANGULAR FASHION SPACING />S INDICATED ON LEGEND 3• THICK t.lULCH PLANllNG SOIL I! FERTILIZER 5• MIN. '---COMPACTED SUBGRADE GROUND COVER PLANTING NOTE: ROOTllALL IS 10 BE e OR ABOVE FINISH GRADE PLACE 1 -2 AORIFORM FERTILIZER TABLETS AT THE BOTTOM OF THE PLANTING PIT. TAMPED IIACKFIU. t.llX FIRMLY. COMPACT TO AVOID SETTLING. NOTE: .,,,--1 OR 5 GAL SHRUB 3• THK. MULCH FINISHED GRADE ...__ PLANTING SOIL I! FERTILIZER EXISTING SUBGRADE '--PIT SHAll BE 1-1/2 THE DIA. & TWICE THE DEPTH OF THE ROOT BALL UNTANGLE MATTED ROOTS !Y LOOSENING All ROOTS AT EDGE OF ROOT BALL W /WATER FROM HOSE. DO NOT CRACK ROOT BALL FERTILIZER TABI.ET SCHEDULE NO. OF TABLETS 24• BOX 15 TABLETS 35• BOX 19 TABLETS NOTE: THIS IS ONLY A GUIDE FROM MANUFACTURER'S SPECIFICATIONS. TEMPORARY WATERING BASIN ~ EDGE OF CANOl'Y "' SI-IRUB PLANTING l'ftEVAIUNG WINO ) STAKE TREE PERPENDICULAR TO PREVAILING W1ND 1 /2' I.D. -FORCED RUBBER HOSE CINCH TIE (\'IT} 1----2" DIA. LODGEPOLE PINE STAKES. PLACE STAKES AT OUTER EDGE OF ROOTBALl. rl!---+t-----1" THK. MULCH SEE PLANTING PLAN SHEET 5 13 14 _u.----\/ENTILATIED TRUNK PROTECTORS IN TURF AR&IS 5" MIN, --i==:;;::::+ 12" MtN •. ----< INTO NATl'IE SOIL .,___ TAMPED BACKFILL MIX FIRt.L Y. COMPACT TO AVOiD SETTUNG. PRE-SO.II< HOLE PRIOR TO PLANTlNG ----~ FINISH GRADE ....---Pl.ANTING SOIL -FERTILIZER ,-. __ EXISTING SIJl!GPIADE PIT SHALL BE TWO TIMES THE DIAM. AND 1WO TIMES THE DEPTH OF THE ROOT BALL '--"DEEP ROOT" CONTftOL l!AARIER SHALL BE INSTALLED ON ANY TREE PLANTED WITHIN 5' OF HARDSCAPE. e SET TREE CAREFULLY IN GROUND W1TH THE FINAL TOP GRADE OF THE TREE EXPOSED 1" ABOVE GROUND LEVEL (Al.LOWS FOR SETTIJNG) • REMOVE BASIN PRIOR TO END OF MAINTENANCE PERIOD. TREE PLANTING ' 10M IO PVC UNION :=t~F,-~ffJ-(""""' 011 -- 18' MIN, 6' MIN -, • ....,._,_, C0NTlllOL •vn • •· ~ 12" Fll0U mucrum OR HM09CfJl'INO. 2. INSTALL VALVES IN PLANT IEDS 'MDE rJER POSSIBl£ NEXT TO SIDEWM.KS. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HMOSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTAtJ.ATION OF \/AL.VE BOX. &. ATTACH PLASTIC IDENTIFICATK)N TAG WITH APPROPIMTE CONTROUEJt ANO VALVE NUMBER. --~11i'llmll,,,. PRESSURE REGULATOR f DIA. OUND FINISH GRADE ITT'='lll ITT=ll1 ITT ffi-.cfl"" I=" . LJ:----1tt-QUICK COUPLER VALVE IN RECLAIMED WATER CIRCULAR VALVE BOX, AMATEK OR EQUAL _,,,--n-BRASS NIPPLE 6" t.llN. DEPTH CLEAN PEA GRAVEL BRICK STABILIZER TYP. --BRASS NIPPLE BRASS ELBOW BRASS ELLS AND NIPPLE 36" MIN. LENGTH f4 REBAR STABILIZER, ATTACH W/ (2) STAINLESS STEEL BANDS TEE OR ELL PVC MAINLINE • ALL PIPES AND FITTINGS SHALL BE BRASS NOTE: QUICK COUPLER VALVES SHAil BE OF A TYPE APPROI/ED FOR RECYCLED WATER USE. NOT!!, l"OTAel.l! HAN.IN!! --- /!IEE I~ !"LAN&) QUICK COUPLER 3.& FEET 12' MINIMUM llll!CIUIMD ~IC.AL ~~Tla.t 11.!!!vl! ----- llll!CYCLl!D WA'!Vl 1-ATION HAINLINE ---..J.J ALL llll!CYCU!D 1114'!Vl ~TION l"ll'"INIII AND eLl!!'\1!& &IIAU. l"I! ~! AND LAeELED M, &F1:Cll'IED IN, '5T AND~ 6FECIFICATION5 "°" '""IYA'Tl! l~TICt< 5T5TEH!" 'CAl'<l..eeAD ~CLAMATION RILE& AND l'<E<iULATION& FOR CON&TJla.lCTION OF N!CTCLED IIIATE!'li MAIN&' OCToel:1'11 I- 10 POT ABLE MAINLINE CROSSING 11 H!T!ft 90">< WI ri.lEiit ------~ &IDl!WAU<: a.N l"OTAl!lU! e!IIMCI LINI -----1 N!CTCLl!O 1114T!ft IMIGATION 11.AINLIIE WI eL!!l!!Ve! NOT!!, 12" MIN. Y!IIITICAL CLl!AlltANCI! C/1' 12' HINl1'1J1 15 MANDATOl'tT IIM!N CIIIIOe&INa l"AlW OF A !"OTAel.E U/A~ LINI. lt-leTALLATION OF 1'111:CYCLED 1114TE1'11 -c:.ATION MAINLINE 2-4" l'lllOl"1 FACE OF &IDEWALK WtLL l"IIIOYIDE TME NECEe&AR'r 10' MOl'lilZONTAl CLEAl'tAt-lCE l'lllOl"1 FOTAel.E MAINLINE IN Tl-IE STJI.EET. POT ABLE SERVICE LINE CROS5ING 12 0 NOTE: Ali HrADS TO l!E K[l'I' • A MINIIIUW Df' • z• FROM A/ti FENCE OR WALL 4 6 ffi FINISH GRADE/TOP OF IAULCH POP-UP SPRAY SPRINKLER: G) P\IC SCH 80 NIPPLE (LENGTH AS REQUIRED) 0 t.tARLEX STREET El.LS ® P\IC SCH 40 TEE OR ELL © P\IC RECLAIMED WATER ~URPLE) LATERAL PIPE 12• MIN. EPTH 0 PURPLE CAP FOP-UP SPRAY 0 ~ ffi © 0 © FINISH GRADE POP-UP RO"!OR KBI: KC-500 (t.lXF) THREADED 1/2" IN-LINE CHECK VALVE 1 /2" X 2" SCH. 80 NIPPLE PVC SCH BO NIPPLE (LENGTH AS REQUIRED) t.tARLEX STREET ELLS PVC SCH 40 TEE OR ELL PVC LATf:RAL RECLAIMED WATER (PURPLE) PIPE 12 MIN. DEPTH KBI: KC-500 {MXF) THREADED 1/2" PURPLE CAP FOP-UP ROTOR 1 ~--SPRAY M ~ NOZZLE W/ PURPLE CAP .,,.----P!ASIIC~~BAl'.IIPl!R .----FIHI~ QMCE/T0P OF WULCl4 .----PYC SCH eo Nl'PI.E (LENGTH AS REQUIRED) ---IMtEX sm£EI' EU. TYl'1CAI. __,.,--1/2-INCH PVC SCH IIO Nl'PI.E (LENGTH AS REQUIRID) -----PVC SCH 40 TEE OR EU. -----PVC LA'll'RAL PIPE • - • ., NOTE: A 1-F'OOT VERTICAL AND 10-FEET HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND CONSTANT PRESSURE RECLAIMED WATE~ LINES SHALL BE MAINTAINED AT ALL TIMES. POTABLE LINES TO BE INSTALLED ABOVE RECLAIMED WATER LINES. NOTE: WHERE POTABLE LINES AND RECLAlt.lED WATER MAINLINES CROSS, THE RECLAIMED WATER LINES SHALL BE INSTAlLED BELOW THE POTABLE WATER LINE IN A SCH. 40 (SCH 80 UNDER VEHICLE PAVING) PURPLE COLORED PVC SLEEVE. THE $1.EEVE SHALL EXTEND 10-FEET ON EITHER WIDE OF THE POTABLE LINE FOR A TOTAL OF 20'. PROVIDE 2' OF CLEAN BACKFILL UNDER All PIPING • NOTE: NO OTHER TRADES (ELECT., LIGHTING) SHALL BE ALLOWED TO USE TIHE SAME TRENCH />S IRRIGATION PIPE • PROVIDE 24" COVER FOR DIRECT BURIAL CABLE • • ' ,,,, HARDSCAPE SURFACE BY OTHERS, SEE PLAN • ALL SLEEVES TO BE RECLAIMED WATER (PURPLE) SCH 80 PIPE UNDER VEHICLE PAVING. • ALL SLEEVES TO BE SIZED TWICE THE DIA. OF THE PIPE RUN • ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSCAPE EDGES .,,,-----PURPLE (RECtAlt.lED WATER) PLASTIC CIRCULAR VALVE BOX, AMATEK OR APPROVED EQUAL FINISH GRADE .,,---BALL VALVE SEE IRRIGATION LEGEND FOR TYPE :k------EXTENSION -LENGTH />S REQUIRED l~,-.1.c:1-----MAINLINE RECLAIMED WATER • All WIRING 10 BE INSTALLED PER ALL LOCAL CODES. JUNCTION BOX---~ CONDU~-------I {PURPLE) PIPE ~-----BRICK STABILIZER TYP. 3/4" CRUSHED ROCK BALL VALVE ---WEATHERPROOF CONTROLLER MODULE 120 VOLT POWER & ,-------GROUND CONNECTIONS '--..-.___ CONTROL WIRE CONNECTIONS SLEEVE-------1'tt '------2• DIA. STEEL PIPE POST ,----MOUNTING FLANGE W/ ANCHOR BOLTS ,, . ' ,---CONCRETE FLOOR ~,,,......~--,,,L,-,.-,-,·. ~ . ·, ... ; -~" · .... " . ·,• .' .,, . ' : . ~ ,:• ... •,:, .. .. , :._. : ~ UF DIRECT BURIAL WIRE 4 NON-PRESSURE LATERAL LINE PIPING • ~-LOW VOLTAGE CONTROL WIRES SLEEVE SIZE />S REQUIRED IRRIGATION SLEEVING SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS. FINISH GRADE PRESSURE "4AIN LINE PIPING PROVIDE z• OF CLEAN BACKFILL UNDER ALL PIPING • NOTE: NO OTHER TRADES (ELECT., LIGHTING) SHALL BE ALLOWED TO USE THE SAME TRENCH />S IRRIGATION PIPE '--CONTROL WIRES TAPE AND BUNDLE EVERY 10' • PROVIDE 24" COVER FOR DIRECT BURIAL CABLE • PROVIDE P,V.C. SCH. 40 SLEEVES FOR ALL WIRING AND PIPING UNDER PAVING SEE TYPICAL SLEEVING DETAIL FOR DEPTH AND SIZE OF SLEE'IE • NO STAKING (VERTICALLY) OF PIPES IN THE SAME TRENCH SEE PLAN FOR VALVE SIZE --~ AND SYSTEM REQUIREMENTS PURPLE (RECLAIMED WATER) VALVE BOX. SEE PLAN SHEET PER LOCATION OF PROPOSED EQUIPMENT i ! ; ELECmtC REMOTE CONlROL VALVE ➔----.... BRASS UNION-tt----.... PVC SCK 80 90' ELL ---f,1---:~ .tQI£: IRRIGATION TRENCI-IING CONTROL WIIIES WITH 24" EXPANSION COll. WIRE CONNECTORS SCOTCH-LOCK WIRE CONNECTORS OR APPROVED EQUAL FINISH GAAi)[ TO SPRINKLE!!S -ANGLE PIPE TO _,------SPECIFIED DEPTH WITH 45' ELLS BRICK STABIUZEI! TIP, PVC SCH. SO PIPE -.... __ e"OEPTH OF 3/4" CRUSHED ROCK COMMON ANO CONTROL W1RES BUNDEL 2 -All POP-UP HOOS ADJACENT TO All WMJ<1NG SUM'.cES ALLOW 1,. TO 2"' AIR SPACE BETWEEN BOTTOM OF VALVE & TOP OF 3/4' CRUSHED ROCK ANO TAPE TO MAINLINE PER TRENCHING DETAIL SI-IRUB SPRAY/ BUBBLER ON RISER OWNER: IDI 18101 VON KARMAN AVE., SUITE 120 IRVINE, CA. 92612 TEL: (714) 833-9998 FAX: (714) 476-4495 I BENCH MARK: GPS CONTROL POINT 2002 ON NORTH SIDE OF PALOMAR AIRPORT ROAD. 400'± EAST FROM EAST LOKER AVENUE 12' WEST FROM EAST END OF SIDEWALK ELEVATION 444.18 ADJ. 1992 CONTROLLER ASSEMBLY APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS '---RECLAIMED WATER (PURl'LE) MAINLINE SIZE AS NOT[I) ON PLAN ALL IRRIGATION VALIIE BOXES (REMOTE CONTROL & QUICK COUPLER) SHALL BE NUMBERED ANO LABELED. MASTER REMOTE CONTROL VALVE ~SCAPt f,J 0 ..., --.:=::--'-\ ... , .... ., ... 10/J1/00 ,. OF~\'< "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEI.IED BY, INSPECT□R DATE t-----t--+--------------,~-+--+---+----l I SH6EET I CITY OF CARLSBAD I SH9EETS I ;:=:::::::=-=:=:::::PL::A:::N:::N:::IN:::G:::::':D:::E:::::PA:::R:::::T::':M:::EN:::::T:::::::==~::::::=~ DA TE INlllAL DA TE INITIAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CONSTRUCTION DETAILS LOKER A VE. EAST AND CARISBAD PALO MAR BUSINESS PARK ASSISTANT PLANNING DIRECTOR DWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVWD BY: PIP98-06 DRAWING NO. 368-7N C"j ...... C\l I co 0,) ~ . u LANDSCAPE CONSTRUCTION 1. 2. 3. 4. 5. 6. 7. 8. ,. SCOPE THE -OF' THIS SECTION INCLIJOES ,ILL WIOR, MA'JERIAI.S ANO EQUIPMENT REQUIRED TO COMl'LtTE W()RI( INOICATID ON TliE DRAWINGS. TliE WORK SHAl.l BE PERFORMED IN ACCORDANCE WITH iHE BEST STANDARDS OF PRACTICE RELATING TO TliE VARIOUS TRADES AND UNDER THE CONTINUOUS SUPERVISION OF A COMPETENT FOREMAN, CAPABLE OF INTERPRETING TliE DRAWINGS AND iHESE SPECIFICATIONS. THE WORK INCLUDED IN THIS SECTION IS AS FOll.CWS: FINISH GRADING FOR PLANTING; SOIL PREPARATION; FERTUZATION; PLANTING, INCLUDING LAWN; MAINTENANCE; INSPECTION AND CERTIFICATIONS; GUARANTEES; CLEAN-UP: STAKING, GUYING AND ESPALIERING; MISCEll.ANEOUS All.OWANCES. APPROVALS A. All SPRINKl.£R WORK SHAl.l BE INSPECTED AND APPROVED PRIOR TO THE START OF ANY WORK. 10. B. PRIOR TO EXCAVATION FOR PLANTING OR PLACING OF STAKES, LOCATE All UTILITIES, ELECTRlC CABLES, CONDUITS, SPRINKLER LINES, HEADS, VALVES AND VAL\/f. CONTROL WIRES, AND ALL UTll.llY LINES SO iHAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAIIAGE SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, PROMPTLY NOTIFY LANDSCAPE ARCHITECT (LA) WHO SHALL ARRANGE FOR RELOCATION FOR ONE OR THE OiHER. FAILURE TO FOll.OW iHIS PROCEDURE Pl.ACES UPON CONTRACTOR THE RESPONSIBILfTY FOR. AT HIS OWN EXPENSE, MAKING ANY AND ,ILL REPAIRS FOR DAMAGES RESULTING FROM WORK HEREUNDER. QUANTITIES AND TYPES PLANT MA'JERIALS SHALL BE FURNISHED IN THE QUANTITIES AND/OR SPACING AS SHOWN OR NOTID FOR EACH LOCATION, AND SHALL BE OF THE SPECIES, KINDS, SIZES, ETC., AS SYMBOLIZED AND/OR DESCRIBED IN THE "PLANT MATERIAL LEGEND' , AS INDICATED ON THE DRAWINGS. THE LA HAS PREPARED THIS LIST ONLY AS A CONVENIENCE TO CONTRACTOR AND ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. THE LANDSCAPE CONTRACTOR IS TO VERIFY ALL SIZES AND QUANTITIES. VERIFlCATION OF DIMENSIONS AND QUANTITIES DIMENSIONS AM: APPROXIMATE. l!IEFOIIE PROCEEDING WITH ANY WORK, CONTRACTOR SHAl.l VERIFY AU. DIM[NSIONS AND QUANTlTIES AND SHAl.l IMMEDIATELY INFORM LA. AND OWNER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND/OR SPECIFlCATIONS AND ACTUAL CONDffiONS. NO WORK SHALL BE DONE IN ANY AREA WHERE THERE IS SUCH A DISCREPANCY UNTIL APPROVAL FOR SAME HAS BEEN GIVEN BY LA AND OWNER. INSPECTION 11. A. ALL WORK SHAl.l BE INSPECTED BY LA. AND CITY INSPECTOR. CONTRACTOR SHALL REQUEST INSPECTION AT LEAST 48 HOURS IN ADVANCE OF THE TIME INSPECTON IS REQUIRED. CONTACT Cf!Y INSPECTOR O (760) 815-6708 B. INSPECTION WILL BE REQUIRED FOR TliE FOLLOWING PARTS OF TliE WORK: DURING FlNISH GRADING AND SOIL PREPARATION PLANTS, AFTER DELIVERY TO SITE ANO PRIOR TO PLANTING. WHEN VINES, SHRUBS AND TREES ARE SPOTTED FOR PLANTING, BUT PLANTING HOLES ARE NOT EXCAVATED. SPECIMEN TREES AT SOURCE, BEFORE DELIVERY. LAWN AREAS PRIOR TO PLANTING. PLANTING AREAS PRIOR TO PLANTING. ALL LANDSCAPE CONSTRUCTION ITEMS, PRIOR TO iHE START OF THE CALENDAR DAY MAINTENANCE PERIOD ('FINAL INSPECTION•). AT COMPLETION OF CALENDAR DAY MAINTENANCE PERIOD ("FINAL MAINTENANCE INSPECTION/. INSPECTION REPORTS SHALL BE MADE FOR EACH INSPECTION BY THE LA. AND ONE COPY SHALL BE SUBMITTED TO OWNER AND CONTRACTOR. CERTIFlCATION PRIOR TO JOB ACCEPTANCE WRIITTEN CERTIFlCATIONS SHALL BE SUBMITTED TO THE LA FOR THE FOll.OWING: A. QUANTITY AND QUALfTY OF COMMERCIAL FERTILIZER AND ORGANIC FERTLIZER. S. QUANTITY AND QUAl.f!Y OF ALL SOIL AMMENDMENTS C>I.LED FOR BY PLANS AND SPECIFlCATIONS. MA'JERIALS PLANT MATERIALS INDICATED ON TliE DRAWINGS AND HEREIN SPECIFIED SHALL CONFORM TO iHE FOLLOWING: A. NOIAfNC) ATUR£ -PLANT NAMES INDICATED ON THE DRAWINGS CONFORM TO .STANDARD PLANT NAMES" ESTABLISHED BY THE AMERICAN JOINT COMMITTEE ON HORTCULTURE. EXCEPT FOR NAMES COVERED THEREIN, THE ESTABLISHED CUSTOM OF THE NURSERY IS FOLLOWED. B. CDNDIT)DN PLANTS SHALL BE SYMMETRICAL. TYPIC>I. FOR VARIETY AND SPECIES, SOUND, HEALTHY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS, OR iHEIR EGGS, AND SHALL HAVE HEALTHY, NORMAL ROOT SYSTEMS, WEl.l FlLLING THEIR CONTAINERS, BlJT NOT TO iHE POINT OF BEING ROOT BOUND. PLANTS SHAl.l NO,T BE PRUNED PRIOR TO DELl\ltRY, EXCEPT AS Al/THORIZED BY LA. OR HIS REPRESENTATIVE. IN NO CASE SHALL TREES BE TOPPED BEFORE DELIVERY. C. DIMENSIONS-THE HEIGHT ANO SPREAD OF All Pt.ANT MATERIAL SHAl.l BE MEASURED WITH BRANCHES IN THEIR NORMAL POSITION, AND SHALL BE AS INDICATED ON TliE DRAWINGS. iHE CALIPER OF ALL TREES SHAl.l BE MEASURED 4' -o• ABOVE THE SURFACE OF THE GROUND. WHERE CALIPER OR OTHER DIMENSIONS OF Atff PLANT MATERIALS ARE OMITTED FROM THE •PLANT LEGEND", IT SHALL BE UNDERSTOOD THAT iHESE PLANT MATERIALS SHAll BE NORMAL STOCK FOR TYPE LISTED. D. INSPECTION -All PLANT MATERIALS MUST HAVE BEEN PREVIOUSLY INSPECTED AT THE NURSERY BY THE COUNTY HORTCULTURAL DEPARTMENT, AND SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE LA BEFORE PLANTING. E. PLANT UST-IS INDICATED ON DRAWINGS. F. SIZES Of PWfiS -SHALL BE AS STATED ON THE PLAN. CONTAINER STOCK ( 1-GALLON, 5-GALLON AND 15-GALLON), SHAl.l HAVE BEEN GROWN IN CONTAINERS FOR AT LEAST ONE (1) YEAR. BUT NOT 0\/f.R TWO YEARS. G. SUBST(TIJ]JONS-SUBSTITUTIONS FOR THE INDICATED PLANT MATERIALS WILL BE PERMITTED PROVIDED lHE 12, SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE BY LA, AND CITY INSPECTOR. SUBSTTilJTIONS SHALL BE AT NO ADDITIONAL COST TO OWNER. EXCEPT FOR AUTHORIZED VARIATIONS, ALL SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS. IF THE ACCEPTED SUBSTITUTE MATERIALS ARE OF A LESS VALUE THAN THOSE INDICATED OR SPECIFlED, THE CONTRACT PRICE Will BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. H. PLANTS NOT APPROVED -PLANTS NOT APPROVED ARE TO BE REMO\/f.D FROM SITE IMMEDIATELY AND REPLACED WITH SUITABLE PLANTS. THE LA. AND/OR OWNER RESERVES THE FIGHT TO REJECT ENTIRE LOTS OF PLANTS REPRESENTED BY DEFECTIVE SAMPLES. FERTILIZERS AND SOIL CONDITIONERS SAMPLES OF ALL SOIL AMENDMENTS, SOD AND PIANTS SHALL BE SUBMITTED FOR INSPECTION AND STORED ON THE SITE UNTIL FURNISHING OF MATERIALS IS COMPLETED. DELIVERY MAY BEGIN UPON APPROVAL OF AAMPLES OR AS DIIRECTED BY LA. AND THE OWNER. 1 J. A. ORGANIC FERT1LIZER SHALL 11£ PROCESSED SEWAGE SWDGE WITH A MINIMUM CONTENT OF 1 ll NIT'ROGEN AND 2" PHOSPHORIC ACID SIMILAR TO "NrTROHUMUS". METHOD OF PROCESSING SHALL NOT DESTROY NORMAL BACTERIAL CONTENT. B. NITROGEN STABLIZED SAWDUST SHAll. BE BULK, WITH TliE FOLLOWING NrrROGEN CONTENT BASED ON DRY WEIGHT: 0.511: FOR REDWOOD SAWDUST 0.711: FOR FlR SAWDUST 1.0111 FOR BARK DR PINE BARK OR MIXTURE SAUN[Y -THE SATURATION EXiRACT CONDUCTIVfTY SHALL NOT EXCEED 3.5 MILLIMHOS /CM AT 25 C. COMMERCIAL FERTILIZER SHAl.l BE DELIVERED IN SACKS WITH MANUFACTURER'S LABEL SHOWING WEIGHT AND ANALYSIS ATTACHED TO EACH SACK. STAKING MATERIALS A. TREE-STAKING SHAl.l BE AS PER PLAN. B. TIES FOR HOLDING TREES SHAl.l BE AS PER PLAN. GRADING 00 SOil !'REPARATION A. B. c. D. E. F. CONTRACTOR IS TO FlNISH GRADE TO WITHIN 1/10TH OF A FOOT OR 1" BELOW PAVING WHERE PAVll«l EXISTS. MOISTURE CONTENT -THE SOILS SHALL NOT BE WORKED WHEN THE MOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION Will OCCUR; ANO NOT WHEN IT IS SO DRY THAT DUST WILL FORM IN THE AIR OR THAT CLODS Will NOT BREAK READILY. WATER SHAl.l BE APPLIED IF NECESSARY TO PROVIDE IDEAL MOISTURE CONTENT FOR TILLING AND FOR PLANTING. PRELIMINARY GRADING -PRELIMINARY GRADING SHALL BE DONE IN SUCH A MANNER AS TO ANTICIPATE THE FINISH GRADING. EXCESS SOILS SHALL BE REMOVED OR REDISTRIBUTED BEFORE APPLICATION OF FERTLIZER AND MULCH. Wl£R£ SOIL IS TO BE REPLACED BY PLANTS AND MULCH, ALLOWANCE SHAl.l BE MADE SO THAT WHEN FlNISH GRADING HAS BEGUN, THERE SHALL BE NO DEFICIENCY IN THE SPECIFIED DEPTH OF MULCHED PLANTING BEDS. WEEDING -BEFORE AND DURING PRELIMINARY ANO FINISH GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY iHE ROOTS ANO DISPOSED OF OFF SITE (EXCEPT THOSE WEEDS AND GRASSES NOT OF iHE PERENNIAL TYPE, LESS THAN 2-1/2" HIGH AND NOT BEARING SEEDS. WHICH MAY BE TURNED UNDER). OATS MORE iHAN 2-1 /2" HIGH AND NOT BEARING SEEDS MAY BE TURNED UNDER. PERENNIAL WEEDS AND GRASSES TO BE REMOVED INCLUDE, BUT ARE NOT LIMITED TO, THE FOll.OWING: NlJT GRASS, PUNCTURE VINE, DALLAS GRASS, MUSTARD PLANT, ST. AUGUSTINE, AIFALFA, JOHNSON GRASS, WIRE WEED, MORNING GLORY. ALL PlANTING AREAS SHALL BE SCARIFlED TO A DEPTH OF 12 INCHES BELOW GRADE WITH THE SPACING OF iHE RIPPER TEETH NO GREATER THAN 12 INCHES ON CENTER PRIOR TO PLACING CONDITIONERS AND FERTLIZERS. ALL ROCK AND DEBRIS MORE THAN z• IN DIAMETER SHAl.l BE REMOVED FROM THE SITE. TRENCHES-IF IRRIGATION SYSTEM IS INSTALLED AFTER GRADING AND FERTILIZING IS COMPLETED, THE LPPER PORTION OF' THE BACKFlll SHAl.l BE RETILLED AND FERTILIZED TO THE DEPTH SPECIFlED FOR THE AREA REQUIRED, TO CONFORM TO THE SPECIFlCATIONS. SOIL CONDffiONERS (TO BE REVISED PER SOILS REPORl) A. nl~f, GROUND COVER & SHRUB AREA: WITH iHE EXCEl'TION OF THE SLOPES THE AREAS TO BE LANDSCAPED SHOULD BE CROSS-RIPPED OR OTHERWISE Till.ED TO A DEPTH OF 9-12 INCHES. FOR TURF AND GROUND CO\/f.R PLANTING, THE FOLLOWING AMENDMENT SHOULD BE UNIFORM BY BROADCAST AND iHOROUGHLY INCORPORATED TO A DEPTH OF 6 INCHES BY MEANS OF ROTOTILLER OR EQUAL; AMT PER 1,000 SQUARE FEET 6 CU. YOS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED FROM REDWOOD SAWDUST, FlR SAWDUST OR CEDAR SAWDUST 12 LBS. 16-20-0 AMMONIUM PHOSPHATE (TO BE INCORPORATED TO THE 6" DEPTH FOll.OWING LEACHING). FOll.OWING AMENDING AND PRIOR TO PLANTING, INCLUOING TREES AND SHRUBS, LEACHING IRRIGATIONS SHOULD BE MADE IN A MANNER THAT Will PASS THE MINIMUM OF 12 INCHES OF WATER THROUGH THE SURFACE SOIL ZONE. WHEN THE LEACHING PROGRAM HAS BEEN COMPLETED, ADDITIONIAL SAMPLES SHOULD BE COll.ECTED FOR SOIL FERTILrJY ANALYSES ONLY. B. SI.OPES: 14. 15. 16. 300 LBS./ACRE 18-20-0 AMMONIUM PHOSPHATE 17 300 LBS./ACRE UREA FORMALDEHYDE ' MULCH SILVA FIBER PLUS, 2,000 LB./ACRE BINDING AGENT (PER CONTRACTOR'S ACCEPTED PROCEDURE) WHILE THE UREA FORMALDEHYDE IS A SLOW-RELEASE NITROGEN FERTILIZER, IT WILL PROBABLY BE NECESSARY TO MAKE DRY SUPPLEMENTAL FERTLIZER APPLICATIONS, PARTCUlARLY DURING THE ESTABLISHMENT PERIOD. IF THIS IS THE CASE, THE 16-20-0 SHOULD BE UNIFORMLY BROADCAST 0\/f.R DRY SLDIPE AREAS AT THE RATE OF 18. 6 POUNDS PER 1,000 SQUARE FEET AND FOLLOWED WITH A NORMAL IRRIGATION AT EACH FERTILIZING PERIOD. C. PLANTING PITS -TREE & SHRUB, All AREAS INWDING SLOPES: PlANTING PITS SHAl.l BE EXCAVATED TWICE THE DIAMETER AND TWICE iHE DEPTH OF THE ROOTBALL BACKFlll. SHALL THEN BE ADDED AS SPECIFIED. A CHEMICAl.l Y SUITABLE SANDY TEXTURED IMPORT SOIL MEETING iHE FOLLOWING SPECIFlCATIONS (1) SHOULD BE USED FOR BACKFll.l TO THE DEPTH OF THE ROOTBALL FOR TREES, SHRUBS AND VINES (OTHER THAN AZALEAS, FERNS AND PALMS). SILT PLUS ClAY CONTENT OF TH£ IMPORT SOIL SHALL NOT EXCEED JO ll BY WEIGHT WITH A MINIMUM 95!1 PASSING iHE 2.0 MILLIMETER SLEEVE. THE SODIUM ABSORPTON RATIO (SAR) SHAU NOT EXCEED 6 AND THE ELECTRICAL CONDUCTIVITY (ECE) SHAl.l NOT EXCEED :I.O MLLIMHOS PER CENTIMETER AT 25 DEGREES CENTIGRADE. THE BORON CONTENT SHAl.l BE NO GREATER THAN 1 PPM AS MEASURED ON THE SATURATION EXTRACT. IN ORDER TO INSURE CONFORMANCE, SAMPLES OF THE IMPORT SOIL SHOULD BE SUBMITTED TO THE lABORATORY FOR ANALYSIS PRIOR TO AND FOll.OWING BACKFILLING. THE BACKFll.l I.IX FOR USE AROUND THE ROOT8All. SHOULD BE PREPARED AS FOll.OWS: 6 PARTS BY VOWME SANDY-TEXTURED IMPORT SOIL 4 PARTS BY VOLUME NfTROGEN STABILIZED WOOD RESIDUAL 1 LB. 16-20-0 PER CU. YD. OF MIX 2 LBS. IRON SULFATE PER CU. YO. OF MIX THE ABOVE MA'JERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR BACKFlll PURPOSES. ALSO, THE IRON SULFATE SHOULD NOT CONTACT CEMENT SURFACES SINCE SEVERE STAINING COULD OCCUR. APPLY Pt.ANTING TABLETS AS PER MANUFACTURER'S RECOMMENDATIONS. IF THE 16-20 IS INCORPORATED PREPlANT AS RECOMMENDED, iHE POST PLANT MAINTENANCE CAN CONSIST PRl.fARILY OF A NITROGEN-ONLY FERTILIZER PROGRAM. BEGINNING APPROXIMATE!. Y JO DAYS AFTER PLANTING, AMMONIUM SULFATE SHOULD BE APPLIED AT iHE RATE OF 5 LBS./1,DOO S.F. OR AMMONIUM NITRATE AT THE RATE OF 3 LBS./1,000 S.F. ON A MONTHLY BASIS. HOWEVER, IN ORDER TO ENSURE CONTINUING ADEQUATE SOIL PHOSPHORUS AND POTASSIUM NUTRffiON, BEST FERTILIZER COMPANY'S 16-6-8 OR EQUAL SHOULD BE SUBSTITUTED FOR iHE NITROGEN MATERIALS TWICE A YEAR AT THE RATE OF 6 POUNDS PER 1,000 SQUARE FEET. ALSO, WHEN PLANTS HAVE BECOME WEll ESTABLISHED, THE FREQUENCY OF FERTILIZER APPLICATIONS CAN BE DECREASED. D. iHE PREPARED SOIL SHAll BE UNIFORMLY BLENDED IN AN AREA ADJACENT TO iHE PLANTING WORK ANO SHAU. BE ACCURATELY PROPORTIONED USING A SUITABLE MEASURING CONTAINER. UNUSED EXCAVATID SOIL SHAl.l BE REMOVED FROM SITE. PROTECT THE MIX FROM WATER UNTIL IT HAS BEEN PLACED IN BACKFlLL AROUND PLANTS. FINISH GRADING WHEN PRELIMINARY GRADING, INCLUDING WEEDING AND FERTILIZING, HAS BEEN COMPLETEO AND THE SOIL HAS DRIED SUFFlCENTLY TO BE READILY WORKED, ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO THE ELEVATIONS INDICATED ON THE DRAWINGS. GRADES NOT OTHERWISE INDICATID SHALL BE UNIFORM LE\/f.LS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. MINOR ADJUSTMENTS OF FINISH GRADES SHAl.l BE MADE AT THE DIRECTION DF THE L.A., IF REQUIRED. FlNISH GRADE SHAl.l BE A SMOOTH, E\/f.N AND UNIFORM PLAIE WITHOUT ABRUPT CHANGE OF SURFACE. SOIL AREAS ADJACENT TO BUILDINGS TO ALLOW A NATURAL RUN-OFF OF WATER, AND SURFACE DRAINAGE SHAl.l BE DIRECTED AS INDICATED ON THE DRAWINGS BY REMODELING SURFACES TO FACILITATE THE NATURAL "RUN-OFF" OF WATER. LOW SPOTS AND POCKETS SHALL BE ONE INCH BELOW GRADE OF ADJACENT PAVEMENT OF Arr( KIND. GRADING SHALL BE DONE WHEN SOIL IS AT OPTMUM MOISTURE CONTENT FOR WORKING. METHOD Of PLANTING AND WORK PROCEDURE A. NO PIANTlNG SHALL BE DONE UNTIL All OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF iHE IRRIGATION SYSTEM HAVE BEEN COMPLETED, FlNAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFlED, AND iHE WORK APPROVED BY THE LA. JECT TO APPROVAL BY LA AND OWNER, AND THEY 19. 20. 21. Pl.ANTING Of TREES A. B. C. D. POSITION PLANTS IN PLANT LOCATIONS INDICATED ON DRAWINGS AND SECURE APPROVAL BEFORE EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS INDICATID. ALL PITS FOR TREES SHALL BE DUG SQUARE WITH BOTTOMS LEVEL, THE LENGTH OF SIDES AND DEPTH EQUIAL TO TWO TIMES THE DIAMETER OF THE TREE BALL COMPACTED SOILS AT SIDES AND BOTTOMS SHALL BE LOOSENED BY SCARIFYING OR OTHER APPROVED METHOD. PITS SHAl.l BE BACKFILLED WITH "PREPARED SOIL" TO THE REQUIRED GRADE, AND THE BALANCE OF THE PIT FlLLED WITH "PREPARED SOIL" THOROUGHLY SETTLED BY WATER APPLICATION. SET PLANTS IN CENTER OF PIT, IN A VERTICAL POSmoN, SO THAT CROWN OF BALL Will BE LE\/f.L WITH FlNISH GRADE AFTER All.OWING FOR WATERING AND SETTLING AND SHAl.l BEAR THE SAME RELATIONSHIP TO lHE FINISH GRADE THAT IT DID TO THE SOIL SURFACE IN TliE CONTAINER. PREPARE DEPRESSED WA'JER BASIN AS WIDE AS PlANT BALLS AT EACH PLANT. WATER THOROUGHLY, BACKFlLLING ANY VOIDS WITH ADDITIONAL PREPARED PLANTING MIX. PlANTING VINES, SHRUBS AND GROUNDCOVERS A. VINES AND SHRUBS SHAl.l BE PLANTID IN PITS AT LEAST 18" GREATER IN DIAME'JER THAN THEIR BALL OF EARTH AND AT LEAST 12• BELOW iHE BOTTOM OF iHE 8All.. COMPACTED SOIL AT BOTTOM OF PIT SHAl.l BE LOOSENED AND THE PIT FlLLED WITH "PREPARED SOIL" TO lHE BOTTOM OF THE BALL WHEN THE PLANT HAS BEEN PRDIPERLY SET, THE PIT SHALL BE FlLLED TO THE REQUIRED GRADE WITH "PREPARED SOIL" AND THOROUGHLY SETTLED BY TAPING AND WATERING. ALL VINES SHALL BE REMOVED FROM STAKES, UNTIED, AND 22. 23. SECURELY FASTENED IN AN APPROVED MANNER TO THE WALL, FENCE OR OTHER SURFACE NEXT TO WHICH TliEY 24. ARE PLANTED. B. PREPARE A DEPRESSED WA'JER BASIN AS WIDE AS PLANT BALLS AT EACH PLANT. WATER THOROUGHLY, BACKFlWNG ANY VOIDS WITH ADDITIONAL PREPARED PlANTING MIX. c. GROUND COVERS (1) (2) (3) PITS FOR FlAT SIZED PLANTS TO BE AT LEAST 6"X6"X6". GROUND COVER AREAS SHALL BE MOISTENED PRIOR TO PLANTING. NO FlAT PLANTS SHALL BE PLANTED IN DRY SOIL. SET PLANTS IN CENTER OF PITS SO THAT CROWN OFPL4NT Will BE LEVEL WITH FlNISHED GRADE AFTER SETTLING OF SOIL, THEN BACKFlLL AND WA'JER. FLATTED PLANTS SHAl.l BE WELL-ROOTED WITH RUNNERS AT LEAST 4• BlJT NOT MORE THAN 6" IN LENGTH. TREES AND VINES OCCURING IN LAWN TREES AND VINES OCCURRING IN LAWN SHALL BE Pl.ANTED BEFORE F1NAL PREPARATION OF THOSE AREAS. CARE OF PLANTS BEFORE AND DURING PlANTING PLANTS SHAl.l NOT BE ALLOWED TO DRY OUT BEFORE OR WHILE BEING PLANTED. KEEP EXPOSED ROOTS MOIST BY MEANS OF WET SAWDUST, PEAT MOSS OR BURLAP AT AU. TIMES DURING PLANTING OPERATIONS. DO NOT EXPOSE ROOTS TO THE AIR EXCEPT WHILE BEING PLACED IN THE GROUND. WILTED PLANTS, WHETHER IN PLACE OR NOT, Will NOT BE ACCEPTED AND SHALL BE REPLACED AT iHE CONTRACTOR'S EXPENSE. WATERING BASINS A. CONSTRUCT A FIRMLY COMPACTED MOLINO Of SOIL AROUND EACH TREE AND Pt.ANT TO FORM A WATERING El. BASIN AT TliE EDGE OF AND FOll.OWING THE SHAPE OF THE PLANTING PIT AREA. MOUNDS OR TREES AND FOR VINES FROM 5-GALLON OR LARGER CONTAINERS, SHALL BE AT LEAST 4• HIGH. MOUNDS FOR ALL OTHER TREES, VINES OR PLANTS NOT OTHERWISE SPEClFlED SHAl.l BE AT LEAST 2• HIGH. EXCAVATID EARTH, IF CAPABLE OF RETAINING WATER, MAY BE USED. ANY SETTLEMENT WITHIN THE BASINS RETAINING WATER SHALL BE REFlll.ED TO THE REQUIRED GRADE WITH PREPARED SOIL, AND ADDffiONAL NITROGEN STABILIZED SAWDUST WORKED INTO THE SURFACE AS REQUIRED TO RESTORE THE MULCHED CONDITION. AT THE END OF iHE DAY MAINTENANCE PERIOD ALL WA'JERING BASINS IN LAWN AREAS SHAl.l BE LEVELED TO FlNISH GRADE AND THE AREA SHALL BE SODDED WITH THE SPECIFlC SOD. SODDED lArffl A. CULTIVATE All LAWN AREAS TO A DEPTH OF 8'. ROCKS AND DEBRIS LARGER THAN 1 ' IN DIAMETER WHICH ARE BROUGI-IT TO THE SURFACE BY CULTIVATION SHALL BE REMOVED FROM THE SITE. IF CULTIVATION DOES NOT BREAK LUMPS, A SPIKE TOOTH HARROW SHALL BE PUll.ED BEHIND A MECHANICAL SEEDER OR TRACTOR. B. AREAS TO BE Pl.ANTED IN LAWN SHALL BE FlNISHED SMOOTH TO PRESENT A NEAT AND UNIFORM GRADE PRIOR TO INSTALlATION OF SOD. THE LAWN BED SHALL BE INSPECTED BY THE LA. TO DETERMINE SUITABILITY FOR PLANTING PRIOR TO SODDING. CONTRACTOR SHALL OBTAIN SUCH APPROVAL BEFORE SODDING. C. ALL SODDED AREAS SHAl.l BE THOROUGHLY WATERED. LAWNS ARE TO BE KEPT CONTINUOUSLY t.lOIST BY WATERING AS OFTEN AS REQUIRED. D. ANY LAWN AREAS THAT DO NOT SHOW A PROMPT CATCH OF GRASS SHAl.l BE RE-SODDED AT TEN DAY INTERVALS UNTIL AN ACCEPTABLE STAND OF GRASS IS ASSURED. WATERING A. IMMEDIATELY AFTER PlANTING, WA'JER SHALL BE APPLIED TO EACH TREE BY MEANS OF A HOSE. THE WA'JER SHAl.l BE APPLIED IN A MODERATE STREAM IN iHE PLANTING HOLES UNTIL THE MATERIAL ABOUT THE ROOTS IS COMPLETELY SATURATED FROM THE BOTTOM OF iHE HOLE TO TliE TOP OF iHE GROUND. B. PLANTS WHICH CANNOT BE WATERED EFFlCIENTL Y WITH TliE EXISTING WA'JER SYSTEM SHAl.l BE WATERED BY MEANS OF A HOSE. C. APPLY WA'JER IN SUFFICIENT QUANTITIES, AND AS OFTEN AS SEASONAL CONDITIONS REQUIRE, TO KEEP iHE GROUND WET AT ALL TIMES, WEl.l BELOW iHE ROOT SYSTEM OF GRASS AND PLANTING. CARE IS TO BE TAKEN IN WATERll«l SLDIPES SO AS NOT TO CAUSE EROSION DAMAGE. D. FOll.OWING THE PLANTING OF GROUND COVER Pt.ANTS FURNISHED IN FIATS, EACH PlANT SHALL BE IMMEDIATELY AND THOROUGHLY WATERED BY MEANS OF A HOSE WITH A SLOW RUNNING STREAM OF WATER. TREE STAKING A. STAKE ALL NON-GUYED TREES AT TIME OF PLANTING BY PLACING STAKE IN THE PREPARED HOLE AND DRIVING 25. 26. 27. 28. IT 18" INTO SOLID GROUND. PlANT THE TREE AS CLOSE TO THE STAKE AS POSSIBLE WITHOlJT CROWDING THE ROOTS. FASTEN iHE TREE TO iHE UPPER END OF STAKE IN AT LEAST THREE PLACES USING "CINCH TIES". (SEE DRAWINGS) B. TREES 38" BOX SIZE OR LARGER, SHAll 8E IMMEDIATELY GUYED AFTER PlANTING WITH NOT LESS TliAN iHREE GUYS PER TREE, OR AS DIRECTED BY THE L.A. Hl (3) (4) PROTECT BARK OF TREE BY COVERING WIRE WITH GREEN 1 /2" DIAMETER RUBBER HOSE. GUYS TO BE ANCHORED BY 2·x2·x2· REDWOOD DRIVEN FLUSH WliH FlNISH GRADE OR 1 ·x2· GALVANIZED PIPE IN ROCKY AREAS. GUY WIRES SHALL BE 112 GA. GALVANIZED WIRED. MARK GUYS WITH 3'-o• LONG 1/2" DIA. WHITE PVC PIPE. GUY LINES ARE TO BE TIGHTENED TO FlRM TENSION. ESPALIERING OF VINES All TRELLISES AND STAKES ARE TO BE REMOVED FROM PLANTS AND iHE PLANTS SHALL BE FASTENED ANO TRAINED AGAINST FENCES OR WALLS AS DIRECTED BY THE LA. CERTFlCATES IN ADDffiON TO ANY OTHER CERTIFlCATES SPECIFlED, CONTRACTOR SHALL FURNISH A CERTIFlCATE WITH EACH DELl\/f.RY OF BULK MATERIAL, STATING THE SOURCE, QUANTfTY AND TYPE OF MATERIAL AND THAT THE MATERIAL CONFORMS TO THE SPECIFICATION REQUIREMENTS. FOR BULK DELIVERED ORGANIC FERTLIZER, THE CERTIFICATE SHAl.l ALSO STATE THE VOLUME, NET WEIGHT, PERCENT OF NITROGEN AND PERCENT OF PHOSPHORIC ACID. FOR EACH FERTILIZER AID SOIL CONDffiONER, IN CANTAINERS, A SIMILAR CERTIFICATE OR INVOICE SHAl.l BE FURNISHED STATING TOTAL QUANTTIES BY WEIGHT AND VOWME FOR EACH MATERIAL. THESE CERTFICATES SHAl.l BE SUBMITTED TO THE LA. AND OWNER PRIOR TO THE STRART OF THE MAINTENANCE PERIOD. PROTECTION CONTRACTOR SHALL CAREFUll.Y AND CONTINUOUSLY PROTECT ALL AREAS INCWDED IN THE CONTRACT, INCLUDING PLANT MATERIALS, FENCES, SUPPORTS, ETC., UNTIL FINIAL ACCEPTANCE OF THE WORK BY THE LA. AND OWNER. MAINTENANCE A. CONTRACTOR SHALL MAINTAIN A SUFFlCIENT NUMBER OF MEN AND ADEQUATE EQUIPMENT TO PERFORM THE WORK HERE IN SPECIFIED. PLANT MAINTENANCE WORK SHALL CONSIST OF APPL YING WATER, WEEDING, CARING FOR PLANTS, INCLUDING GROUNDCOVERS, SHRUBS AND TREES, EDGING, AERATING AND MOWING OF LAWNS, FERTILIZING AND CONTROL OF PESTS AND DISEASES. B. DAMAGE TO ANY PLANTED AREA SHAl.l BE REPAIRED IMMEDIATELY. DEPRESSIONS CAUSED BY VEHICLES OR FOOT TRAFFlC SHALL BE Flll.ED WITH TOPSOIL, LEVELED AND REPLANTED. EXTERMINATE GOPHERS AND MOLES, AND REPAIR DAMAGE. C. TliE ENTIRE PROJECT SHAl.l BE MAINTAINED FOR A PERlOD OF DAYS COMMENCING FROM THE TIME ALL ITEMS OF WORK HAVE BEEN COMPLETED TO THE SATISFACTION OF L.A. AND OWNER. D. iHE PROJECT SHAl.l BE CARED FOR IN A NEAT, CLEAN CONDITION AT ALL TIMES TO iHE SATISFACTION Of OWNER AND LA. LAWN MAINTENANCE A. WATERING -WATER EVERY DAY ONCE PER MY FOR TWO WEEKS AND THEREAF'JER GRAOUAllY REDUCE FREQUENCY OF WATERING TO THREE TIMES PER WEEK. CONTRACTOR SHAl.l CONTINUE TO MAINTAIN THE LAWN UNTIL FlNAL ACCEPTANCE BY THE LA. AND OWNER. 8. [ERTIUZING -APPLY 16-5-e AT iHE RATE OF 5 POUNDS PER 1,000 SQUARE FEET THREE WEEKS AFTER INSTALlATION AND WATER IMMEDIATELY iHEREAFTER. C. f'Sf'ISFS ANO PEST CONTROL -TWO WEEKS AFTER INSTAll.ATION OF LAWN, APPLY A GRANULAR MERCURIAL FUNGICIDE OF 1.811: MERCUROUS CHLORIDE AS PER MANUFACTURER'S RECOMMENDATION. D. UOWING -iHE LAWN SHALL BE MOWED AT A HEIGHT OF 1-1 /2" wtlH A ROTARY MOWER, EQUIPPED WITH ROll.ERS, BEFORE IT REACHES 'I' IN HEIGHT. COLLECT GRASS CUPPING DURING MOWING OPERATIONS ANO REMO\/f. FROM THE SITE. GROUNDCO\/f.R AND SHRUB AREA MAINTENANCE A. B. C. D. E. WATERING -NEW PLANTINGS SHALL BE WA'JERED ONCE PER DAY FOR TWO (2) WEEKS AFTER INSTAll.ATION. REDUCE WATERING TO EVERY OTliER DAY FOR THE NEXT TWO (2) WEEKS. WATER iHEREAFTER TliREE (3) TIMES PER WEEK UNTIL FINAL ACCEPTANCE. FFRTH IZAIIQN -FERTILIZE THREE (3) WEEKS AFTER PlANTING WITH 5 POUNDS 16-6-8 PER 1,000 SQUARE FEET; FERTILIZE THEREAFTER EVERY THIRTY (30) DAYS. DISEASE AND PEST CONTROL -FOR COITTROL OF SLUGS AND SNAILS, APPLY PEll.ETIZED TRICALCIUM ARSINATE Sl! BY WEIGHT AND METAI.DEHYDE 511: BY WEIGHT AS PER MANUFACTURER'S RECOMMENDATIONS TWO (2) WEEKS AFTER INSTALLATION. PRUNING -All SHRUBS AND TREES SHAl.l BE PINCH PRUNED AS NECESSARY TO ENCOURAGE NEW GROWTH AND TO ELIMINATE RANK SUCKER GROWTH. OLD FLOWERS, AND DEAD FOLIAGE AND LIMBS SHAl.l BE REMOVED. NO MAJOR PRUNING SHALL BE DONE WITHOlJT THE APPROVAL OF THE L.A. WEEDING -All PLANTING AREAS INCLUDING LAWN, GROUNDCOVER AND SHRUB AREAS SHAl.l BE KEPT WEEO-FREE AT All TIMES. WEED SHALL BE DUG OlJT BY THE ROOTS AND DISPOSED OF OFF SITE. UPON COMPLETION OF THE DAY MAINTENANCE PERIOD, THE CONTRACTOR SHAl.l FERTILIZE PER #26 -LAWN MAINTENANCE AND #27 GROUNIJCOVERS AND SHRUB AREA MAINTENANCE OF iHESE SPECIFlCATIONS. GUARANTEE AND REPLACEMENTS A. All SHRUBS AND GROUNDCOVER SHALL BE GUARANTEED BY CONTRACTOR AS TO GROWTH ANO HEALTH FOR A PERIOD OF NINETY (90) DAYS AFTER COMPLETION OF THE SPECIFlED MAINTENANCE PERIOD, AND/DR FINAL ACCEPTANCE BY THE LA All TREES UP TO 20• BOX SIZE SHALL BE GUARANTEED BY CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT POSffiON FOR A PERIOD OF SIX (6) MONTHS AFTER COMPLETION OF THE SPECIFlED MAINTENANCE PERIOD, AND/OR FINAL ACCEPTANCE UPRIGHT POSffiON FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF THE SPECIFlED MAINTENANCE PERIOD, AND/OR FINAL ACCEPTANCE BY THE LA B. ALL Pl.ANTS THAT SHOW SIGNS OF FAILING GROWTH AT ANY TIME DURING THE LIFE OF THE CONTRACT, INCLUDING THE MAINTENANCE PERIOD, OR THOSE PLANTS INJURED OR DAMAGED AS TO RENDER THEM UNSUITABLE FOR THE PURPOSE INTENDED, SHALL BE GUARANTEED AS SPECIFlED FOR iHE ORIGINAL GUARANTEED MATERIALS. -~ 'AS BUIL T0 e. c. THE RELATIVE POSITION OF ALL TREES AND PLANTS IS SUB SHALL, IF NECESSARY, BE RELOCATED AS DIRECTED AS PART OF THE CONTRACT. APPROVED FOR PLANTING AND r@'-~1/-1>~_.,b %_.. :; ''~tlC. '& D. E. ALL PlANTS SHAl.l BE REMOVED FROM THEIR CONTAINER ~ SAME RELATION TO iHE REQUIRED GRADE THAT iHEY BORE TRANSPLANTED. EACH PLANT SHALL BE PLANTED IN THE C OTliERWISE SPECIFlED, WITH iHE PREPARED SOIL NO SOIL BACKFlLLING. NO FILLING WILL BE PERMITTED AROUND TRU D SET SO iHAT, WHEN SETllED, THEY BEAR THE TO THE NATURAL GRADE BEFORE BEING EN'JER OF THE PIT AND BACl<Flll.ED UNLESS IN MUDDY CONDffiON SHALL BE USED FOR NKS OR STEMS. All BROKEN OR FRAYED ROOTS SHAl.l BE PROPER!. Y ClJT OFF. G OF ALL PLANTS. LA. AND/OR OWNER SHAU. SUPER'IISE THE PLACING AND Pt.ANTIN IN THE E\/f.NT TliAT UNDERGROUND CONSTRUCTION WORK 0 PlANTING DIPERATION, ALTERNATE LOCATIONS FOR PLANT MA OPERATION Will BE DONE AT NO EXTRA COST TO OWNER. R OBSTRUCTIONS ARE ENCOUNTERED IN THE JERW. Will BE SELECTED BY LA. AND OWNER: OWNER: IOI 18101 VON KARMAN AVE., SUITE 120 IRVINE, CA. 92612 TEL: (714) 833-9998 FAX: (714) 476-4495 IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS BENCH MARK: GPS CONTROL POINT 2002 ON NORTH SIDE OF PALOMAR AIRPORT ROAD. 400'± EAST FROM EAST LOKER AVENUE 12' WEST FROM EAST END OF SIDEWALK DATE INITIAL ELEVATION 444.1 B ADJ. 1992 ENGINEER OF WORK REVISION DESCRIPTION Sfvnotl.nf'. , ... 10/31/00 ,. RCE EXP, DATE ii.n.wd Dot. 0-,_'I" '1~ 0,,-~ \ ~"#, REVIEWED BYr INSPECTOR DATE I SH7T I I S9ETSI CITY OF CARLSBAD PLANNING DEPARTMENT SPECIFICATIONS LOKER AVE. EAST AND CARLSBAD PALOMAR BUSINESS PARK APPROVED ~ 5-2£-0ZJ ASSISTANT Pt;j) .NING DIRECTOR nA= D~ BY: PROJECT NO. DRAWING NO. DAlE INITIAL DAlE INITIAL CHKD BY: PIP98-06 368-7N OlliER APPROVAL GITY APPROVAL RVV.O BY: 29. CLEAN-UP UPON COMPL£110N OF TH£ WORK IN THIS SECTION, CONTRACTOR SHALL REMOVE All RUIIBISH, TRASH ANO DEBRIS RESULTING FROM THE OPRERATIONS; REMOVE DISUSED EQUIPMENT AND IMPLEt.tENTS OF SERI/ICE; LEAVE ENTIRE AAEA INVOLVED IN A NEAT AND ACCEPTABLE CONDITION SUCH />S TO MEET THE APPROVAL OF THE LANDSCAPE ARCHITECT (LA.). HYDROSEED 1. GENERAL A. EQUIPMENT MUST HAVE MINIMUM CAPACITY OF 1,500 GALLONS AND A POSITIVE DISPI.ACEt.tENT PUMP WITH THE ABILITY TO AGITATE AND PROPERLY MIX THE SPECIFIED MATERIALS. PUMP MUST BE CAPABLE OF CREATING 100 POUNDS PSI PRESSURE WITH sumcIENT VOLUME TO DISTRIBUTE ABOVE SLURRY EVENLY OVER 12,DOD SQ. FT. WITHIN A 15-MINUTE PERIOD. 8. VENDOR FURNISHED LABEL: VENDOR AGREES TO FURNISH NOT LESS THEN 1WO (2) EMPLOYEES DURING All HYOROMULCHING APPLICATIONS. C. THE VENDOR SHALL FULLY GUARANTEE HIS WORK AND SERVICES ANO SHALL BE FULLY INSURED AND BE PREPAAED TO FURNISH SATISFACTORY EVIDENCE OF SUCH INSURANCE UPON DEMAND. 2. SLOPE & PLANTING AREA PREPARATION A. SCARIFICATION -PRIOR TO INSTALLATION OF THE IRRIGATION SYSTEM, THE SURFACE OF All SLOPES SHALL BE CLEANED AND GRUBBED TO PREPARE THE SLOPE SURFACE FOR SEEDING. B. .MUl&l:i -TO BE SILVA FIBER PLUS (AT 2,000 POUtllS PER ACRE), A GREEN COLORED, FIBROUS MULCH, CONTAINING NO GROWTH OR GERMINATION INHIBITING FACTORS. SILVA FIBER PLUS IS MANUFACTURED IN SUCH A MANNER THAT AFTER ADDITION OF SEED, FERTILIZER, WATER AND ADDITIVES IN A SPECIAL 1500-GALLON SLURRY TANK, THE FIBERS AND ABOVE -MATERIALS WILL BECOME UNIFORMLY MIXED TO FORM A HOMOGENEOUS SLURRY; AND USING THE GREEN COLOR TO FACILITATE PROPER DISTRIBUTION, THE SLURRY SHALL BE HYDRAULICALLY SPRAYED ONTO THE GROUND FORMING A BLOTTER-LIKE GROUND COVER WHICH AFTER APPLICATION WILL ALLOW THE ABSORPTION AND RETENTION OF MOISTURE. SUPPLIERS SHALL BE PREPAAED TO CERTIFY THAT LABORATORY AND FIELD TESTING OF THEIR PRODUCT H/>S BEEN ACCOMPLISHED, AND THAT IT MEETS All OF THE FOREGOING REQUIREMENTS, BASED ON TESTING. WEIGHT SPECIFICATIONS OF THIS MATERIAL FROM SUPPLIERS, ANO FOR ALL APPLICATION, SHALL REFER ONLY TO AIR DRY WEIGHT OF THE FIBEIR MATERIAL ABSOLUTE AIR DRY WEIGHT BASED ON THE NORMAL STANDARDS OF THE TECHNICAL />SSOCIATION OF THE PULP INDUSTRY FOR SILVA FIBER PWS IS CONSIDERED EQUIVALENT TO 1 Oll: MOISTURE. EACH PACKAGE OF SILVA FlBER PLUS SHALL BE MAAKED BY THE MANUFACTURER TO SHOW THE AIR DRY WEIGHT CONTENT. C. SEED MIXES J\JRF SEED MJX: "MARATHON" BY SOUTHLAND SOD SL OPE SEED MIX: APPLIED AT I.BS. PER ACRE FUEL ldPPIFJCA])ON SEEP MIX: D. WEED ABATEMENT PROGRAM -UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER ALL EXISTING WEEDS HAVE BEEN REMOVED FROM THE PLANTING AAE/>S, THE FOLLOWING WEED PREVENTION SHAU BE USED: APPLY FERTILIZER MIXTURE BY SPRAY PER ACRE AS FOLLOWS: 300 Ll!S. 12-12-12 COMMERCIAL FERTILIZER 300 LBS. UREA FORMALDEHYDE 1000 LBS. AGRICULTURAL GYPSUM APPLY PRE-EMERGENT HERBICIDE />S RECOMMENDED BY A LICENSED PEST CONTROL ADVISOR TO BE COMPATIBLE WITH THE SEEDED PLANT VAAIETES. APPLY MIXTURES PER THE FOLLOWING TIME SCHEDULE: FERTILIZE/WATER WAIT SPRAY THE PRE-EMERGENT PER PEST CONTROL ADVISOR RECOMMENDATIONS FERTILIZE/WATER SPRAY WEED MIXTURE FERTILIZE/WATER SPRAY WEED MIXTURE GRUB/CLEAN ALL AREAS TO PREPARE FOR SEEDING PLANT TOTAL 21 DAYS 2 DAYS 7-10 DAYS 14 DAYS 7 DAYS 14 DAYS 7 DAYS 2 DAYS 23 DAYS MAXIMUM 100 DAYS MAXIMUM 3. PLANTING 4. 5. A. T1REES AND SHRUBS -TREES AND SHRUBS CAN BE PLANTED AFTER WEED GERMINATION AND DURING THE CONTACT KILL OF WEEDS, />S SPECIFIED. B. c. D. E. HYDROSEEDING ( 1) WHEN ALL WEEDS HA\'£ BEEN ELIMINATED TO THE SATISfACTION OF THE LANDSCAPE ARCHITECT AND THE OWNEIR'S AUTHORIZED REPRESENTATIVE, THE HYDROSEEONG OPERATION MAY BEGIN. (2) (3) (4) (5) MIXTIJRE (1) (2) (3) (4) lliE MATERIALS FOR SEEDED AREAS SHALL BE MACHINE MIXED BEFORE APPLICATION. lliE MIXTURE OF STOLONS OR SEED AND ADDITIVES ARE TO BE APPLIED BY A HYDRO-MWLCHING MACHINE. THE NOZZLE HEIGHT SHALL BE BETWEEN 6' ANO 1 0' ABOVE THE GROUND LEVEL DISCHAAGED PRESSURE AT THE NOZZLE SHALL BE 100 PSI. SPRAYING SHALL BE DONE IN A SWEEPING MOTION ALLOWING lliE SI.URRY TO FALL EVENLY ANO EVENTUALLY BUILD UP A CONSISTENT MATTING. SOIL MOISTURE: AREA TO BE PLANTED SHALL BE IRRIGATED TO OBTAIN 12 INCHES OF PENETRATION. THIS SHOULD SE DONE 4 TO 7 DAYS PRIOR TO PLANTING. COMMERCIAL FERTILIZER SHALL BE APPLIED AT THE FOLLOWING RATES: 500 LBS./ACRE .... 11~-20-0 (BEST FERTILIZER COMPANY CROP MAKER OR EQUAL) FIBER MATERIAL (CONWED 2000) AT THE RATE OF 2,000 LBS./ACRE. WATER WITH MIXTIJRE OF 3,000 GALLONS/ACRE. STABILIZING BINDER -120 LBS/ACRE FOR SLOPES, 80 LBS/ACRE FOR FLAT AREAS WATERING -IMMEDIAm Y AFTER PLANTING, THE SLOPES AND OTHER PIANTING AREAS SHALL BE WATEIREO WITH A FINE SPRAY, CARE BEING TAKEN TO AVOID EROSION, AND THE PLANTED AREA KEPT MOIST UNTIL THE SEED H/>S GERMINATED (OR THE PLANTS HAVE BECOME ESTABUSfED). GI FAN-Up -AFTER COMPLETION OF THE WORK, ALL RUBBISH AND SURPWS MATERIAL SHALL BE REMOVED FROM THE SITE, AND IT SHALL BE LEFT NEAT AND CLEAN. PlAHT ESTABLISHMENT A. e. c. IRRIGATION -THE llll!IGATION SYSTEM WILL BE OPERATED TO PROVIDE AN OPTIMUM AMOUNT OF SUAF'ACE MOISTURE FOR GERMINATION OF THE SEEDED VAAIETIES AVOIDING ALL RUN-OFF AND DEEP SATURATION OF WATER. FERTIUZATION -TH£ AREA SHALL BE HYDRO-FERTILIZED EVEIRY 30 DAYS AFTER PLANTING WITH lliE FOLLOWING COMBINATION OF MATERIALS: 250 LBS./ACRE .... 16-6-8 (BEST FERTILIZER COMPANY CROP MAKER OR EQUAL) PRE EMERGENT HERIICIOE -SIXTY (80) DAYS AFTER PLANTING, APPLY A BROAD SPECTRUM PRE-EMERGENT HERBICIDE />S RECOMMENDED BY AN EXPEIRIENCED LICENSED PEST CONTROL ADVISOR. MAINTENANCE A. MAINTENANCE OF THE PROJECT SHALL BE FOR A PEIRIOD OF 180 DAYS. B. MAINTENANCE SHAl.l INCLUDE ALL WATERING, FERTILIZATION, MOWING, WEEDING, CULTIVATING, SPRAYING AND PRUNING NECESSARY TO KEEP THE PLANT MATERIALS IN A HEALTHY GROWING CONDITION ANO TO KEEP THE PLANTED AREAS NEAT AND ATTRACTIVE THROUGHOUT THE MAINTENANCE PERIOD. C. D. PROTECT ALL PLANTED ARE/>S AGAINST DAMAGE, INCLUDING EROSION AND TRESSPASSING, BY PROVIDING AND MAINTAINING PROPER SAFEGUARDS. DURING THE MAINTENANCE PEIRIOD, ALL PLANTED AREAS SHALL BE KEPT WELL WATIERED AND WEED-FREE AT ALL TIMES. E. FROM THE TIME ANY PLANTING IS DONE, UNTIL THE END OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL MAINTAIN A SUFFICIENT NUMBER OF MEN AND ADEQUATE EQUIPMENT TO PERFORM THE WORK HEREIN SPECIFIED. F. THE CONTRACTOR WILL BE RELIEVED FROM MAINTENANCE WORK WHEN THE FINAL PLANT ESTABLISHMENT AND MAINTENANCE WORK HAS BEEN COMPLETED TO THE SATISFACTION OF THE OWNER. G. DAMAGE TO PLANTING AREAS SlfALL BE REPLACED IMMEDIATELY AT THE CONfflACTOR'S EXPENSE. H. DEPRESSIONS CAUSED BY VEHICLES, BICYCLES, OR FOOT TRAmC, SHALL BE FILLED AND LEVELED. REPLANT DAMAGED ARE/>S. I. EXTERMINATE GOPHERS AND MOLES, GROUND SQUIRRELS, AND REPAIR DAMAGE AS ABOVE. J. ALL PAVED AREAS WILL BE WASHED AND MAINTAINED IN A NEAT AND CLEAN CONDmON AT ALL TIMES, />S DIRECTED BY THE OWNEIR. K. PINCH-PRUNE ALL SHRUBS AND TREES TO ENCOURAGE NEW GROWTH AND TO ELIMINATE RANK SUCKER GROWTH. REMOVE ALL OLD FLOWERS AND DEAD FOLIAGE AND LIMBS. DO NO MAJOR PRUNING WITHOUT THE APPROVAL OF THE OWNER. REMOVE DAMAGED BRANCHES ON TREES BACK TO POINT OF GROWTH. TREAT CUTS OVER 2" IN DIAMETER WITH AN APPROVED TREE WOUND DRESSING. L DURING THE MAINTENANCE PERIOD, SHOULD THE APPEARANCE OF ANY PLANT INDICATE WEAKNESS AND PROBABILITY OF DYING, IMMEDIATELY REPLACE THAT PLANT WITH A NEW AND HEALTHY PLANT OF THE SAME TYPE AND SIZE WITHOUT ADDITIONAL COST TO THE OWNER. M. AT THE END OF THE MAINTENANCE PERIOD, ALL PLANT MATERIAL SHAl.l BE IN A HEALTHY GROWING CONDITION. N. CONTRACTOR SHALL CONTINUE THE MAINTENANCE PERIOD PAST THE SPECIFIED DATE AT NO ADDmONAL COST TO THE OWNER UNTIL ALL DEFICIENCIES HAVE BEEN CORRECTED. 0. INSPECTION (1) (2) AT All TIMES PERMIT THE OWNER OR HIS AUTHORIZED AGENTS TO VISIT AND OBSERVE lHE WORI< OR ANY PART lHEREOF. MAINTAIN PROPER FACIUTIES AND PROVIDE SAFE ACCESS FOR SUCH OBSERVATIONS TO ALL PARTS OF THE WORK. WHERE lliE SPECIFICATIONS REQUIRE WORK TO BE TESTED, IT SHALL NOT BE COVERED UP UNTIL TESTED OR APPROVED BY THE OWNER AND GOVERNING AGENCIES. THE CONTRACTOR SfW.J. BE SOLELY RESPONSIBLE FOR NOTif11NG lliE OWNER AND REQUIRED AGENCY ( 48 HOURS NOTICE MINIMUM REQUIRED ), WHERE AND WHEN SUCH WORK IS IN READINESS FOR TESTING. SHOULD ANY SUCH WORK BE COVERED WITHOUT SUCH TEST OR APPROVAL, IT SfW.l, IF SO ORDERED, BE UNCOVERED AT THE CONTRACTOR'S EXPENSE. OBSERVATIONS REQUIRED NOTE: cnv INSPECWR MUST APPROVE AU. WORK A. PRESTART MEETING 8. LAYOUT OF COrlTROL EQUIPMENT AND HEADS. C. MAIN LINE PRESSURE TEST AND TRENCH DEPTH CHECK. D. LATERAL TRENCH DEPTH CHECK. E. COVERAGE TEST AND PREFINAL OBSERVATION. F. FINAL OBSERVATION. IRRIGATION E. SJANOABD QF INSJAI I A]ON -MATERIAi. AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES OF LEGALLY CONSTITUTED AUTHORmES, EXCEPT THAT WHERE PROVISIONS OF 1\iESE SPECIFICATIONS EXCEED SUCH REQUIREMENTS, THESE SPECIFICATIONS SHALL GOVERN. F. PRESER\IATION Ntl CLfANING -CLEANUP ALL WORK AS IT PROGRESSES. AT FREQUENT INTERVALS, AND AT ALL TIMES WHEN DIRECTED BY lliE OWNER, REMOVE AND DISPOSE OF ACCUMULATIONS OF RUBBISH ANO DEBRIS OF ALL KINDS. AT THE TIME OF COMPLEllON, THE ENTIRE SITE SHALL BE CLEARED OF TOOLS, EQUIPMENT. RUBBISH, ETC., ALL OF WHICH SHALL BE LEFT IN PROPER. CLEAN CONDmON READY FOR ACCEPTANCE. 1. 2. 3. 4. SCOPE NOTE: IN EVENT OF CONFLICT, C.M.W.D. RECYCLED WA~ SPECS TAKE PRECEDENCE FURNISH ALL MATERIALS, TOOLS, EQUIPMENT AND LABOR REQUIRED TO INSTALL A COMPLETE OPERABLE IRRIGATION SYSTEM />S INDICATED ON THE DRAWINGS, AS SPECIFlED AND />S NECESSARY TO COMPLETE THE COOTRACT, INCLUDING, BUT NOT LIMITED TO, THESE MAJOR ITBIS: A. B. C. D. E. F. G. A. B. A. B. C. A. B. C. IRRIGATION SYSID.t AND RELATED APPURTENANCES. CONNECTIONS TO WATER AND ELECTRICAL UTILmES. EXCAVATION AND BACKFILL OF PIPE TRENCHES. RECORD DRAWINGS AND GUARANTEES. PERMITS AND LICENSES. TESTING OF COMPLETED SYSTEMS. CLEAN-lJ' QUALITY ASSURANCE QUALIFICATIONS OF INSTALLERS -PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTON OF THIS PORTION OF lHE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TIPE OF MATERW..S BEING INSTALLED AND THE MATERIAL MANUFACTURERS' RECOMMENDED METHODS OF INSTALLATION Atll WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. CODES AND STANDAADS -IN ADDmON TO COMPLYING W1lH All PERTINENT CODES AND REGULATION, COMPLY W1lH lliE LATEST RULES OF THE NATIONAL ELECTRICAL CODE AND THE ELECTRICAL SAFETY ORDERS OF THE STATE OF CALFORNIA, DIVISION OF INDUSTRIAL SAFETY ORDERS OF THE STATE OF CALFORNIA, OMSION OF INDUSTRIAL SAFEIY, FOR ALL ELECTRICAL WORK AND MATER~S. SUBMITTALS MATERIALS LIST -W1lHIN 1HIR1Y-FIVE (35) CALENDAR DA'IS AFTER AW~D OF CONTRACT, AND BEl'ORE ANY IRRIGATION SYSTEM MATERW..S ARE DEU\IERED TO lHE JOB SITE, SUBMIT TO THE OWNER A COMPLETE UST OF ALL IRRIGATION SYSTEM MATERW..S PROPOSED TO BE FURNISHED ANO INSTALLED. (1) (2) (3) (4) SHOW MANUFACTURER'S NAME AND CATALOG NUMBER FOR EACH ITEM; FURNISH THE t.WIUFACTURER'S RECOMMENDATIONS />S TO METHOD OF INSTALLATION. UPON APPROVAL BY lliE OWNER, THE MANUFACTURER'S RECOMMENDATIONS SHALL BECOME lliE BASIS FOR ACCEPTANCE OR REJECTION OF ACTUAL METHOOS OF INSTALLATION USED IN THE WORK. DO NOT PERMIT ANY IRRIGATION SYSTEM COMPONENT TO BE BROUGHT ONTO Tl£ JOB SITE UNTIL IT HAS BEEN APPROVED BY THE OWNER OR HIS REPRESENTATIVE. APPROVAL OF ANY ITEM OR ALTERNATE ITEM INDICATES ONLY THAT IT APPARENTLY MEETS THE REQIJIREt.tENTS OF THE DRAWINGS ON THE BASIS OF THE INFORMATION SUllMITTEO, AND OOES NOT RELIEVE CONlRACTOR OF ANY RESPONSIBILITY. AS-BUILT DRAWINGS (1) (2) (3) DURING THE COURSE OF INSTALLATION, CAREFULLY SHOW IN RED LINE ON A PRINT OF THE IRRIGATION SYSTEM DRAWINGS ALL CHANGES MADE TO THE IRRIGATION SYSTEM DURING INSTALLATION. DIMENSION FROM EASILY IDENTIFIABLE PERMANENT FEAnJRES (BUILDINGS, MONUMENTS, SIDEWALKS, PAVEMENT, ETC.) POINTS OF CONNECTION (WATER AND ELECTRICAL), WIRE ROUTING, SPRINKLER MAIN ROUTNG, VALVE LOCATIONS AND OTHER RELATED EQUIPMENT AS DIRECTED BY OWNER. UPON COMPLETlON OF THE IRRIGATION SYSTEM INSTALLATION, CAREFULLY TRANSFER THE />S-BUILT DATA TO REPRODUCIBLES AS SPECIFIED IN THE GENERAL CONDITIONS AND SUBMIT ONE LEGIBLE COPY />S DESCRIBED UNDER "AS-BUILTS" BELOW, TO THE OWNER. SUBMITTAL OF "AS-B\JILTS" -UPON COMPLETION OF lHE IRRIGATION SYSID.t INSTALLATION, AND AS A CONDITION OF ITS ACCEPTANCE, DELIVER TO THE OWNER THE AS-BUILT DRAWINGS REFERRED TO ABOVE. THE DELIVERY OF THE AS-BUILT DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED INFORMATION THAT MAY HAVE BEEN OMITTED. PRODUCT HANDLING PBQ]ECTION -USE ALL MEANS NECESSARY TO PROTECT IRRIGATION SYSTEM MATERIALS BEFORE, DURING, AND AFTER INSTALLATION AND TO PROTECT THE INSTALLED WORK ANO MATERIALS OF ALL OTHER TRADES. REl'IACEMENI$ -IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE All REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF THE OWNER AND AT NO ADDITIONAL COST TO THE OWNER. ( 1) (2) EXERCISE CARE IN HANDLING, LOADING, UNLOADING AND STORING PLASTIC PIPE AND FITTINGS UNDER COVER UNTIL READY TO INSTALL: TRANSPORT PLASTIC PIPE ONLY ON A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE PIPE TO LAY FLAT TO AVOID UNDUE BENDING AND CONCENTRATED EXTERNAL LOAD. REPAIR ALL DENTED OR DAt.tAGED PIPE BY ClITTlNG OUT THE DENTED OR DAMAGED SECTION AND REJOINING WITH A COUPLING. CONNECTION TO UTILITIES (1) (2) PLY: VERIFY AND BE FAMILIAR W1lH lHE LOCATION, SIZE AND SOUlCE OF WATER Al'lJ POWER SUP DETAIL OF STUBOUTS PROVIDED AS TH SYSTEM, />S SHOWN ON THE PLANS. EXISTING STUB-OUTS AT APPROXIMATE E SOURCE OF WATER AND ELECTRICAL SUPPLY TO lHE IRRIGATION SOURCE OF SUPPLY AND POINT OF CONNECTION SHALL BE LOCATIONS AS SHOWN ON PLANS (UNLESS OTHER WISE NOTED). EXISTING UTUTIES All'l COODITIONS: PRIOR TO CUTTING INTO Tl£ SOIL, LOCATE ALL CABLE$, OTHER UTILITIES />S ARE COMMONLY ENCOUNTERED COODUITS, SEWER SEPTIC TANKS, AND UNDERGROUND AND TAKE PROPER P RECAUTONS NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN sue OWNER WHO WILL ARRANGE FOR RELOCA ANY OTHER CONDmONS ENCOUNTERED H OBSTACLES AND THE PROPOSED WORK, PROMPTLY NOTIFY THE JlONS. PROCEED IN THE SAME MANNER IF ROCK LAYER OR UNDERGROUND MAKE CHANGES ADVISABLE. A. WHERE INVESTIGATION OF BODY IN AREAS IN WHICH REQUEST THE USE OF VERIFICATION AND ACCURACY SUBSURFACE CONDITIONS HAS BEEN MADE BY A QUAl.f1EO LOCAL MATERW..S MAY BE OBTAINED, lHE CONTRACTOR MAY SUCH INFORMATION BUT WILL BE DIRECTLY RESPONSIBLE FOR ITS 5. 8. G. COMPLETION -THE WORK SHALL BE ACCEPIED IN 'IIRlmNG WHEN THE ENTIRE SCOPE OF WORK HAS BEEN COMPLETED SATISFACTORILY TO THE OWNER. IN JUDGING THE WORK, NO ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS AND SPECIFICATIONS WILL BE MADE UNLESS PREVIOUSLY APPROVED BY lHE OWNER. ( 1) WHEN ANY ITEM APPE.IRS ON THE PLAN Atll NOT IN lliE SPECIFlCATIONS, OR IN lliE SPECIFICATIONS AND NOT ON THE PLAN, rr SHALL BE CONSIDERED IN BOlH. (2) lHE OWNER OR HIS AUTHORIZED REPRESENTATIVE SHALL HAVE lliE FINAL AUTHORITY ON ALL ITBIS OF THE PROJECT. H. EQUIPMENT TO BE nJRNISHED -IRRIGATION EQUIPMENT, OPERATING KEYS Atll SPARE PARTS SHALL BE FURNISHED TO THE OWNER AS SHOWN ON THE PLANS. I. SEIMCE BY lliE CONTRACTOR -lliE CONTRACTOR SHALL SERI/ICE lliE SYSTEM AT lliE OWNER'S REQUEST DURING THE GUARANTEE PERIOD AND SHALL BE PAID FOR WORK PERFORMED WHICH IS NOT COVERED BY THE GUARANTEE. IF REQUESTED BY THE OWNER, THE CONTRACTOR SHALL FURNISH THE OWNER W1lH A SCHEDULE OF SERVICES FEES. J. flN,IL ACCEPTANCE -WITHIN 10 DAYS OF lliE CONTRACTOR'S NOTIFICATION THAT THE INSTALLATION IS COMPLETE, lliE OWNER AND REQUIRED AGENCIES WILL OBSERVE THE INSTALLATION AND, IF FINAL ACCEPTANCE IS NOT GID, WILL PREPARE A "PUNCH LISI" WHICH, UPON COMPLETION BY THE CONTRACTOR, AND APPROVED BY lliE OWNER, WILL SIGNIFY FINAL ACCEPTANCE BY THE OWNER. K. IRRklATION GUARANJEE L (1) (2) (3) lliE ENTIRE IRRIGATION SYSTEM SHALL BE UNCONDITIONALLY GURARANTEED BY lliE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PERIOD OF ONE YEM! FOLLOWING lHE DATE OF FINAL ACCEPTANCE OF lliE WORK. IF, WITHIN ONE YEM! FROM THE DATE OF COMPLETION, SETTLEMENT OCCURS ANO ADJUSTMENTS IN PIPE, VALVES, AND IRRIGATION HEADS, SOD OR PAVING TO THE PROPER LEVEL OF THE PERMANENT GRADES, THE CONTRACTOR />S PART OF THE WORK UNDER THIS CONTRACT, SHALL MAKE ALL ADJUSTMENTS WITHOUT EXTRA COST TO lHE OWNER, INCLUDING COt.tPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR 01\iER IMPROVEMENTS. SHOULD ANY OPERATIONAL DIFFICULTIES IN COONECTION WITH THE IRRIGATION SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD, WHICH IN THE OPINION OF THE OWNER MAY BE DUE TO INFERIOR MATERIAL OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIIITELY REPAIRED AT NO ADDITIONAL COST TO THE OWNER, INCLUDING ANY AND ALL OTHER DAMAGE CAUSED BY SUCH DEFECTS. PERMITS AND UCFNSES -UNLESS OTHERWISE STATED, SECURE THE REQUIRED LICENSES ANO PERMITS INCLUDING PAYMENTS OF CHAAGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORmES, AND VERIFY PERMITS SECURED OR AARANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. MATERW..S MATERIALS LISTED IN THIS SECTION ENCOMPASS lliE GENERAL ITBIS ENCOUNTEIRED. IF PRODUCTS LISTED BELOW AAE NOT USED FOR THE PROJECT BEING INSTALLED, THEY ARE TO BE OMflTED. PIPE A. PVC (1) PVC PRESSURE RATED PIPE -TYPE 1220 (PVC CLASS 200 AND 315 AND PVC SCHEDULE 40-1120. A. TYPE I GRADE II PRESSURE RATED PIPE. B. MATERIALS SHALL MEET REQUIREMENTS SET FORTH IN 1HE ASlM CURRENT STANDARDS. C. OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME SIZE AS IRON PIPE. D. PIPE SHALL BE MARKED AT lmRVALS NOT TO EXCEED 5 FEET WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, PVC TYPE Alll GRADE (I.E. PVC 1220), S.D.R. RATING CLASS, NSF APPROVAL AND CCMMERCIAL STANDARD DESIGNATION CS 256-63. E. PVC PIPE SHALL COMPLY WITH STANDARDS SET FORTH IN CS 256-63. F. PVC TYPE I SHALL NOT BE THREADED. G. PVC FITTINGS SHALL BE SCHEDULE 40 OR 80, PVC TYPE II. H. SOLVENT SHALL BE #715 GRAY NSF APPROVED />S MANUFACTURED BY INDUSTRIAL POLYCHEMICAL SERVICE, GARDENA, CALFORNIA, OR APPROVED EQUAL I. CAUTION SHALL BE UTWZED IN HANDLING TYPE I PIPE DUE TO THE POSSIBILITY OF CRACKING OR SPUTTING WHEN DROPPED OR HANDLED CARELESSLY. J. WHERE CALLED FOR ON DRAWINGS, PIPE SHALL BE BELL END, CONFORMING TO ASlMD- 2672. INSTALL CONCRETE THRUST BLOCKS />S RECOMMENDED IN JOHNS-t.WISVILLE INSTALLATION GUIDE NO. TR-624, WHERE CONDITIONS DICTATE. OWNER: BENCH MARK: IOI GPS CONTROL POINT 2002 181 01 VON KARMAN AVE., SUITE 120 ON NORTH SIDE OF PALOMAR AIRPORT ROAD. 400'± IRVINE, CA. 9261 2 EAST FROM EAST LOKER AVENUE 12' WEST FROM EAST TEL: (714) 8.3.3-9998 END OF SIDEWALK DATE INITIAL (2) PVC HIGH IMPACT PIPE -TYPE 2110 (P\IC SCHEDULE 40 AND 80). A. TYPE H GRADE I ~GH IMPACT PIPE. 8. OUTSIDE DIAMETER OF PIPE SHALL BE 1HE SAME SIZE AS IRON PIPE. C. PIPE SHALL BE MAAKED AT INTERVALS NOT TO EXCEED 5 FEET WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, PVC TYPE AND GRADE (I.E. PVC 2110), SCHEDULE, NSF APPROVAL AND COMMERCIAL STANDARD DESIGNATION CS 207- 60. D. PVC PIPE SHALL COMPLY WITH STANDARDS SET FORTH IN CS 207-60. E. PVC SCHEDULE 40 SHALL NOT BE THREADED. F. FITTINGS SHALL BE PVC SCHEDULE 40 OR 80, TYPE II, NSF APPROVED, AS REQUIRED. G. ALL lliREADED P\IC PIPE SHALL BE SCHEDULE 80, TYPE 2110. H. SOLVENT SHALL BE #175 OR #710 GRAY, NSF APPROVED AS Mo\llUFACTUREO BY INDUSTRIAL POI.YCHEMICAL SERVICE, GARDENA, CALIFORNIA, OR APPROVED EQUAL NOT APPLICABL£ (: (4) Et[ ~LED 4 FB'?leff t+ +-1•-• • WIRED AT 10' INTERVALS ~ &W .. . c t §M..r BE INSTALLEO"'l!m !S:&11 b..lllldfflli, IONS. WHEN CONNECTION IS PLASTIC TO METAL. MALE ADAPTERS SHALL BE USED. THE MALE ADAPTER SHALL BE HAND TIGHTENED, PWS ONE TlJRN WITH A STRAP WRENCH. JOINT COMPOUND SHALL BE NONHARDENING SEAi.iNG COMPOUND COt.tPATIBLE TO PLASTICS. COMPOUND MUST NOT LUBRICATE THE JOINT. B. C. BRASS PIPE (1) (2) WHERE INDICATED ON THE DRAWINGS, BRASS PIPE SHALL BE RED BRASS SCREWED PIPE CONFORMING TO FEDERAL SPECIFICATION #WW-P-351. FITTINGS SHALL BE RED BRASS CONFORMING TO FEDERAL SPECIFICATIOII WW-P-460. NOT APPUCABL£ TED ON THE DRAWINGS, GALVANIZED S'![El PIPE SHALL BE ASA D. (3) (4) FITTI COUPLINGS ALL GALVA COATS OF PIPE. WITH TWO (2) 0 PIPE INSTALLED ON GRADE S ALL CONNECTIONS AND CONTINUOUSLY ALONG -WHERE INDICATED ON THE DRAWINGS, COPPER PIPE SHALL~B:E-,.,l!i-.111;• .. 7. .8ISEl!S ALL SPRINKLER HEADS SHALL HAVE RISERS AS SHOWN IN lliE DETAIL DRAWINGS. 8. .l'AL\,'.ES 9. A. r~IE VNYE$ (1) (2) (3) (4) GATE VALVES 3• AND St.tALLER SHALL BE 125 LB. SWP BRONZE GATE VALVE WITH SCREW-IN BONNET, NONRISING STEM AND SOLID WEDGE DISC. GATE VALVES 3• AND St.tALLER SHALL HAVE THREADED ENOS ANO SHALL BE EQU1PPED WITH A BRONZE HAND WHEEL OR OPERATING NUTS. GATE VALVES 3• AND St.tALLER SHALL BE SIMILAR TO THOSE MANUFACTURED BY KENNEDY OR APPROVED EQUAL. ALL GATE VALVES SHALL BE INSTALLED PER DETAILED DRAWINGS. B. QUICK COUPLING VALVES -QUICK COUPLING VALVES SHALL BE OF t.WIUFACTURER SHOWN ON THE DRAWINGS OR APPROVED EQUAL EACH QUICK COUPLER SHALL HAVE A MOLDED VINYL LOCKING COVER. UPON COMPLEllON OF Tl£ CONTRACT AND PRIOR TO FINAL ACCEPTANCE, SUPPLY THE OWNER WITH QUICK COUPLER KEYS AND HOSE ELLS OF THE QUANTTlY CALLED FOR ON THE PLANS. THE QUICK COUPLER KEYS AND HOSE ELLS SHALL BE OF THE SAME MANUFACTURER />S THE COUPLING VALVE. ALL QUICK COUPLING VALVES SHALL BE INSTALLED PER DETAILED DRAWINGS. C. RfMOTE CONlROl VALVES 0. E. (1) (2) THE ELECTRIC REMOTE CONTROL VALVES SHALL BE OF Tl£ TYPE AND MANUFACTURER SHOWN ON 1HE DRAWINGS, OR APPROVED EQUAL, ANO INSTALLED PER DETAILED DRAWINGS AND t.WIUFACTURER'S RECOMMENDATIONS. VALVES SHALL BE INSTALLED MINIMUM 6" FROM ALL FlXED OBJECTS Al'lJ 12• M'ART. PRESSURE REGULATJiG VALVES -PRESSURE REGULATING VALVES SHALL BE OF lHE TYPE AND t.WIUFACTURER SHOWN ON lHE DRAWINGS, OR APPROVED EQUAL AND INSTALLED PER DETAILED DRAWINGS AND MANUFACTURER'S RECOMMENDATIONS. CHECK VALVES -ANTI-ORAN VALVES SHALL BE OF HEAVY DUTY VIRGIN PVC OR BRASS CONSTRUCTION WITH F.I.P. THREAD INLET AND OUTLET. INTERNAL PARTS SHALL BE STAINLESS STEEL AND NEOPRENE. ANTI- DRAIN VALVES SHALL BE FIELD ADJUSTABLE AGAINST DRAIN OUT FROM 5 TO 40 FEET OF HEAD. THE ANTI- DRAIN VALVE, WHERE INDICATED ON THE PLANS, SHALL HAVE AN EXCESS FLOW FEATURE WHICH WILL AUTOMATICALLY STOP lHE FLOW OF WATER WHEN IT EXCEEDS THE GPM PRESET BY THE MANUFACTURER. THE ANTI-DRAIN AND EXCESS FLOW VALVE SHALL BE SIMILAR TO THE VALCON ADV-XS, RAIN BIRD SM-1 OR APPROVED EQUAL SPRINKLER f£ADS HAVING CHECK VALVES IN HEADS WILL NOT REQUIRE ADDITIONAL CHECK VALVES. VALVE BOXES ALL VALVES, INCLUDING PRESSURE REGULATING VALVES, REMOTE CONTROL VALVES AND GATE VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS. ALL SHALL BE MARKED "PRII", "Rell", OR '<N" RESPECTIVELY WITH STATION NUMBERS FOR CONTROL VALVES STENCILED IN WHITE ON THE VALVE COVER. (RCV BOXES SHALL HAVE LOCKING COVERS.) ~_.@ K. "lr12 ~Os,,. tj ,~~ J+le e"'c>,,_, ~ II AS BUIL T 11 :; ~ Cl """~-17-o • 10/31/oo ,. RCE EXP, DATE Lri-oi Dot. -l';, ,'r REVIE'w'ED BY, "I 11:, ~ CA\.. I~ INSPECTOR DATE I SHSET I CITY OF CARLSBAD I SH9ETS I PLANNING DEPARTMENT SPECIFICATIONS LOKER AVE. EAST AND CARLSBAD PALO MAR BUSINESS PARK APPROVED ~ 5-2£.Llz,) ASSISTANT ~ DIRECTOR DATE DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: PIP98-06 FAX; (714) 476 4495 ELEVATION 444.18 ADJ. 1992 ENGINEER Of WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: 368-7N \.,-1 " OQ C'j ' ...... "'I C\l I ~ co ~ :::tt: ~ ~ • ::is . u .... t~ IRRIGATION SPECIFICATIONS CONTINUED 10. 11. 12. CONTROtS A. AliJTOMATIC CONTROU.ER -AUTOMATIC CONTROLLERS SHALL BE OF THE TYPE AND 111ANUFACTURER SHOWN ON THE DRAWINGS OR APPROVED EQUAL AND INSTALLED PER IIANUFACTURER'S RECOMMENDATIONS AND DETAILED DRAWINGS. B. LOW :ATAGE CONTROL WIRE -ALL WIRING TO BE USED FOR CONNECTING THE .-uTOIIATIC CONTROI.LER TO THE El£CTRIC SOLENOID ACTUATED REMOTE CONTROL VALVE SHALL BE TYPE UF-600V, 7-STRAND OR SOLID COPPER, PVC INSULATION, SINGLE CONDUCTOR, UL APPROVEO UNIJERGROLND FEEDER CABLE. EACH PILOT OR "HOT' WIRE SHALL BE BLACt< WITH THE COMMON WIRE BEING WIHITE. flELD SPLICES BETWEEN THE CONTROLLER AND El£CTRIC VALVES ARE NOT PERMITTED. CONTROL WIRE SHALL BE OF THE GAUGE INDICATED ON THE DETAILED DRAWINGS. C. CQMM\JNICAJJON CA81 E -COMMUNICATION CABLE FROM THE CENTRAL COMPUTER TO THE flELO CONTROL LJIIIS SHALL BE TORO P-716-0 A 1 CABLE. D. 110 VOLT WIRE TO CQtiONU.ER -110 VOLT WIRE SHALL BE PER LOCAL CODE AS TO TYPE AND QUAI..ITY. INSTALL IN CONDUIT 24 BELOW GRADE. BACKl'LOW PREVENTION UNITS BACKFUJW PRE'IENTION UNITS SHALL BE OF SIZE ANO TYPE AS INDICATED ON THE DRAWINGS. All BACKf\.OW PREVENTION UNITS SHALL BE INSTALLED IN ACCORDANCE WITH DETAILED DRAWINGS AND THE REQUIREMENTS SET FORTH BY LOCAL CODES AND/OR THE COUNTY HEALTH DEPARTMENT. A. IRRIGATION HEADS SPRINKLER HEADS SHALL BE OF THE lYPES ANO SIZES WITH TIHE DIAMETER (OR RMJIUS) OF TIHROW, PRESSURE, DISCHARGE AND OTHER DESIGNATIONS NECESSARY TO DETERMINE THE lYPES AND SIZES AS INDICATED ON TIHE PLANS. THEY SHALL BE CONSTRUCTED OF BRONZE, BRASS. STAINLESS STEEL ANO/OR HIGH IMPACT PIASTIC. 8. ALL HEADS OF A PARTICUIAR TYPE OF FUNCTION IN T1HE S'ISTEM SHALL BE OF TIHE SAME MAMJFACTURER ANO SHAU. BE MARKED WITH THE IIANUFACTURER'S NAME AND IDENTlflCATION IN SUCH A IPOSmON THAT THEY CAN BE IDENTlflED WITHOllT BEING REIIOVED FROM THE SYSTEM. 13. OT1HER MATERIALS 14. 15. 18. 17. ALL OTHER MII.TERIALS NOT SP!:CIFlCALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPEi IRR~TION SYSl!M INSTALLATION, SHALL BE NEW, FIRST QUALITY OF THEIR RESPECTIVE KINDS, AND SUBJECT TO TIHE APPROVAL OF TIHE OWNER. A. B. A. B. A. B. EXECUTION INSPECTION (1) PRIOR TO ALL WORK Of TIHIS SECllOII, CAREF\JILY INSPECT T1HE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALIATION MAY (2) (3) PROPERLY COMMENCE. VERIFY THAT THE IRR1GAT10N S'ISTEM WILL BE INSTALLED IN SffllCr ACCOffl>ANCE WITH ALL PERllNEIIT CODES AND REGLIATIONS, THE ORIGINAL DESIGN, THE REFERENCE STANDARD AND THE MANUFACTURER'S RECOMMENDATIONS. VERIFY ALL FELD CONDITTONS INCLUDING PROPERTY LINES, RIGHTS OF WAY, TR.&Cr BOUNDARIES, EASEIIENTS ANO ANY OTHER LEGAL OR PH\'SICAL ELEIIENT AS REQUIRED FOR THE SUCCESSFUL COMPLETION OF THE PROJECT. QJSCREPANCIE$ (1) (2) IN THE EVENT OF DISCREPANCY, IMMEDIAffiY NOTIFY THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. flELO MEASUREMENTS IAAKE ALL NECESSARY MEASUREMENTS IN THE FIELD TO ENSURE PRECISE m OF ITEMS IN ACCORllANC!: WITH T1HE ORIGINAL DESIGN. TRENCHING AND BACKFILLING TRENCHING (1) EXCAVATION SHALL BE OPEN VERTICAL CONSTRUCTION SUFFlCIENTLY WIDE TO PRO'IIDE FREE WORKING SPACE AROUND TIHE WORK INSTALLED AND TO PROVIDE AMPLE SPIACE FOR BACKFIWNG AND COMPACTING. (2) (3) TRENCHES FOR PIPE SHALL BE CllT TO REQUIRED GIWlE LINES, AND 1RE!Oi BOTTOM SHALL BE COMPACTED TO PROVIDE AN ACCURATE GRADE AND UNIFORM BEARING FOR THE FULL LENGTIH Of T1HE PIPE RUN. WHEN TWO Pl'ES ARE TO BE PIACED IN THE SAME TRENCH, MAINTAIN A SIX-INCH SPACE BETWEEN PIPES AS A MINIMUM. ND PIPE SHALL BE INSTALLED DIRECTLY OVER ANOTHER. BACl(fllllNQ (1) (2) BACKFlLL MII.TERIAL SHALL BE APPROVED SOIL LJISUIIABl! W.TERIAL, INCUUOING CLOOS AND ROCKS OVER 21/2" IN SIZE, SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF LEGALLY AT NO COST TO TIHE OWNER. ALL BACKFILLING SHALL BE DONE CAREF\JllY AND SHALL BE PROPERLY COMPACTED. (3) DEPTH OF TRENCHES SHALL BE SUFACIENT TO PROVIDE A MINIMUM COi/ER >8l1lf. TIHE TOP OF THE PIPE AS FOLLOWS: A. 14" OVER NON-PRESSURE ROTOR POP-UP LINES (MINIMUM). B. 12" OVER NON-PRESSURE LATERAL LINES (MINIMUM). C. 18" OVER 24 \IOLT CONDUIT AND NON-POTABLE IRRIGATION MAIN LINE 3' ANO SMALLER (MINIMUt.t). 0. 24" COVER OVER PIPE SERVING POTABlf WATER TO A BACl<FLOW PREVENTER AND 120V CONDUIT {MINIMUM). E. JO" COVER OVER Pl'E CROSSING ~DER PAVING (MINIMUM). f. SURPLUS EART1H REUAINING AFTER BACKflLUNG SHALL BE DISPOSED OF ON TIHE PREMISES AS DIRECTED BY THE OWNER. INSTALLATION Of PIPE GENERAL (1) (2) (3) T1HE IRR~TlON PIPING IAYOllT IS SCHEIIATIIC. CONTRACTOR QIN MAKE IIIN0II ADJUSTIIIENTS TO THE S'ISTEM AS REQUIRED TO A\IOIO PHYSICAL ELEIIENTS OR CONFORM TO OTHER SITE CONDmONS. IN ALL CASES TIHERE SHOULD BE NO CONFLICTS BElWEEN THE IRRIGATION SYSTEM, PLANTING, AND STRUCTURAL El£MENTS. lllE CONTRACTOR IS RESPONSl3LE FOR MAINTAINING COVERAGE AS INDICATED, PRIOR APPROVAL OF ANY SUCH ADJUSTMENT FROM THE OWNER ANO FOR RECORDING Of ANY SUCH CHANGE. PRIOR TO INSTALLATION, PRESS~. MEIER SIZE, SIZE OF SERVICE TO METER, AT EACH POINT Of CONNECTION. MAl(E flNAL CONNECTIONS ALLOWING FOR POSSIBLE MINOR DEVIATIONS FROM LOCATIONS SHOWN ON PLANS DUE TO SITE CONDmONS. ANY DEVIATION FROM DESIGN CRITERIA SHALL BE BROUGHT TO THE ATTENTION Of THE OWNER. CONTINUATION Of WORK SHALL BE AT CONTRACTOR'S RISK AND EXPENSE. VERIFY T1HE STATIC PRESSURE, METER SIZE, SIZE OF SER'v'ICE TO METER, AT fACH POINT OF CONNECTION. MAI([ flNAL CONNECTIONS ALLOWING FOR POSSIBLE MINOR DEVIATIONS FROM LOCATIONS SHOWN ON PLANS DUE TO SITE CONDmONS. ANY DEVIATION FROM DESIGN CRITERIA SHALl. BE BROUGHT TO THE ATTENTION Of TIHE OWNER. CONTINUATIONS OF WORK SHALL BE AT CONTRACTOR'S RISK ANO EXPENSE. UNDER EX/STING PAVEMfNI (1) PIPE REQUIRED UNDER EXISTING PAVEMENT SHALL BE INSTALLED BY JACKING, BORING OR HYDRAULIC DRIVING EXCEPT THAT NO HYDRAULIC DRMNG WILL BE PERMITTED UNDER ASPHAI.TIC CONCRETE PAVEMENT. 19. 19. 20. C. D. A. B. C. 0. E. F. G. A. 8. C. o. E. A. B. (2) WHERE CUTnNG OR BM',IK1NG OF EXISTING PAVEMENT IS NECESSARY, SECURE PERMISSION FROII C. THE OWNER BEFORE Cl/111NG OR BREAKING THE PAVEMENT AND THEN MAI([ ALL NECESSARY REPAIRS AND REPIACEIIENTS TO THE APPROVAL OF THE OWNER AND AT NO MJDITIONAL COST TO THE OWNER. ffll'ECl10N Of' PIPE AND FJIDNGS -CAREF\JlLY INSPECT ALL PIPE AND FITTINGS BEFORE INSTALLATION, REMOVING ALL DIRT, SCALE, AND BURRS AND REAMING AS REQUIRED: INSTALL ALL PIPE WITH ALL MARKINGS UP FOR VISUAL INSPECTION AND VERlflCATION. PVC PIPE (1) (2) P\IC PIPE SHALL BE INSTALLED IN A IIANNER WHICH WILL PROVIDE FOR EXPANSION ANO CONTRACTION AS RECOMMEl'ilED BY THE PIPE MANUFACTURER. ROUTING IS DIAGRAMMATIC AND SHALL BE INSTALLED IN SUCH A MANNER AS TO CONFORM WITH THE DETAILS PER THE DRAWINGS. IN JOINING, USE ONLY THE SPECIFIED OR IIANUFACTURER'S RECOMMENDED SOLVENT N<IO MAKE ALL JOINTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED METHODS; GIVE SOLVENT WELDS AT LEAST 15 MINLITES SET UP TIME BEFORE t.lOVING OR HANDLING AND 24 HOURS CURING Tit.tE BEFORE flWNG WITH WATER. INSTALLATION OF EQUIPMENT AUTOMATIC CQNJRQLl.ER LOCATION AND INSTAUATION (1) AUTOMATIC CONTROLLER(S) SHALL BE INSTALLEO AT THE LOCATION(S) SHOWN ON TIHE DRAWINGS. (2) THE CONTROLLER LOCATION IS ESSENTIALLY DIAGRAMMATIC AND SHALL BE SPEClflCALLY LOCATED BY THE OWNER OR HIS REPRESENTA11/E. (3) ALL LOCAL AND APPLICABLE CODES SHALL TAl<E PRECEDENCE IN TIHE FURNISHING AND/OR CONNECTING OF 110V El£CTRICAL SERVICE TO TIHE CONTROLLER. D. E. (4) (5) ADEQUATE COVERAGE (18" MINIMUM) OF TIHE 24V SERVICE WIRE LEADING FROM THE CONTROLLER F. SHALL BE INSTALLED FROM THE BOTTOM OF THE CONTROLLER TO TRENCHES. CONTROLLERS SHALL BE INSTALLED WlllllN VANDAL-RESISTANT ENCLOSURES AS CALLED FOR ON TIHE DRAWINGS. CONJROL WIRES (1) ALL El£CTRICAL EQUIPMENT AND WIRING SHAU. COMPLY WITH LOCAL AND STATE CODES N<IO BE INSTALLED BY THOSE SKILLED ANO IN THE TIRADE. UNLESS THE GOVERNING CODE SPECIAES OTHERWISE, LOW VOLTAGE CONTROL WIRE MAY BE INSTALLED BY TIHE IRRIGATION CONTRACTOR. (2) CONNECTING N<IO SPLICING Of WIRE AT THE VALVES SHALL BE MADE USING Dl& SEAL CRIMP SPLICES AS IIANUFACTURED BY RAYCHEM CORPORATION. CONTRACTOR SHALL REFER TO RAYCHEM INSTALLATION PROCEDURES USING TIHE ULTRATORCH 3 HEATING TOOL. NO OTHER SPLICES WILL BE ALLOWED. COMWNICATION rHP E ( 1) COMMUNICATION CABLE SHALL BE INSTALLED FROM THE flELD CONTI«ll UNIT TO THE AA£A CALLED FOR ON T1HE PIANS. (2) INSTALL CABLE IN PVC COIIDUrr ANO STIB IN VALVE BOX AS INDICATED ON T1HE PIANS. ENOS OF CABLE SHALL BE SEALED WITH AN APPROVED WATER TIGHT CONNECTORS AS SPEClflED. (SEE SECTION 18-B--2 ABOVE.) (3) flELD SPLICES ARE NOT PERMIITED, EXCEPT WHERE TYING IN TO CABLE WHICH HAS BEEN STUBBED OllT BY OTHERS. SPLICES SHALL BE MADE USING A PAIGE SPLICE KIi NO. P7162D-1 ANO IN ACCORDANCE WITH THE IIANUFACTURER'S RECOMMENDATIONS. (4) INSTALL ALL COMMUNICATION CABLE IN APPROVED PVC El£CTRffl CONDUIT. fl ECJRICAL WORK -ALL ELECTRICAL WORK SHALL BE INSTALLED PER CODE REQUIREMENTS. QUICK COUPLING VALVES -QUICK COUPLING VALVES SHALL BE SET APPROXIMATELY 12" FROM WALKS, CURBS, HEADER BOARDS, OR PAVED AREAS WIHERE APPLICABLE PER DETAIL DRAWINGS. VALVES (1) (2) (3) ALL VALVES SHALL BE INSTALLED AS SHOWN IN T1HE DETAILS ANO IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL AllTOMATIC VALVES SHALL BE SIZED AS SHOWN ON PLANS. GATE \'ALVES SHALL BE LINE SIZE. INSTALL EACH CONTROL VALVE IN A SEPARATE VALVE BOX WITH A MINIMUM Of 12" BETWEEN VALVES AND 6" FROM ANY WALK OR STRUCTURE. VALVE BOXES (1) (2) ;,'M fiJ~~tffs WI i'ms~W -~sm> -SHALL ABUT TIHOSE ALL VALVE BOXES SHALL BE INSTALLED AS SHOWN IN THE DETAILS IN ACCORDANCE Willi IIANUFACTURER'S RECOMMENDATIONS. TESTING ANO INSPECllON GENEfW ( 1) FURNISH ALL NECESSMRY TESTING EQUIPMENT AND PERSONNEL (2) CORRECT ALL L£IKS AND RETEST UNTIL ACCEPTANCE BY TIHE OWNER. COVERING lf UNINSPECTED WORK -DO NOT ALLOW OR CAUSE lffi OF THE WORK OF THIS SECllON TO BE COVERED UP OR ENCLOSED UNTIL II HAS BEEN INSPECTED, TESTED AND APPROVED BY lllE OWNER AND AllTHORIZED AGENCIES. (SEE SECTION 4-D-2) F) IISHf/G -BEFORE BACl<flLUNG T1HE MAIN LINE, AND WIT1H ALL CONTROL VALVES IN PIACE BllT BEFORE IATERAL PIPES ARE CONNECTED, COMPLETELY FLUSH AND TEST T1HE MAIN LINE ANO REPAIR ALL LEAKS: FLUSH OllT EACH SECTION OF IATERAL PIPE BEFORE IRRIGATION HEADS ARE ATTACHED. JESTING (1) MAKE ALL NECESSARY PROVISIONS FOR THOROUGHLY BLEEDING T1HE LINE Of AIR AND DEBRIS. (2) BEFORE TESTING, flLL THE LINE WITH WATER FOR A PERIOD Of AT LEAST 24 HOURS. (3) PRIOR TO INSTALLATION Of CONTROL VALVES, TEST ALL lNE WATER LINES FOR L£IKS AT A PRESSURE OF 150 PSI FOR A PERIOD Of FOUR HOURS, WITH ALL COUPLINGS EXPOSED A'IJ WITH ALL PIPE SECTIONS CENTER LOADED. ( 4) ADJUST REIIOTE CONTROL VALVES SO THAT TIHE MOST REMOTE SPRINKLER HEMJS OPERATE AT TIHE PRESSURE RECOMMENDED BY THE HEAD MANUFACTURER. ADJUST REIIOTE CONTROL VALVES SO A UNIFORM DISTRIBUTION OF WATER IS APPLIED BY THE SPRINKLER H£ADS TO THE PIANTING AREA FOR EACH INDIVIDUAL VALVE SYSTEII. f'INAI INSPfCTION (1) (2) TIHOROUGHLY CLEAN, ADJUST AND BALANCE ALL S'ISTEMS. DEMONSTRATE T1HE ENTIRE SYSTEM TO THE OWNER, HIS AUTHORIZED AGENT AND/OR GOVERNING AGENCIES TO SHOW THAT ALL REMOTE CONTROL VALVES ARE PROPERLY BALANCED ALL HEADS ARE • US AND ARC OF COVERAGE, AND THAT THE INSTALLED SYSTEII IS PROPERLY ADJUSTED FOR RADI WORKABLE, CLEAN ANO EFFICIENT PREPARE AND DEINER TO TIHE OWNER, PRIOR TO APPROVED flNAL OPERATIONAL AND MATERW.S IIANUALS opfRAI)ONAL ANP PROO\/CI MANI/Al s - INSPECTION, ALL REQUIRED ANO NECESSARY QUANTITY, OPERATION AND PRODUCT MANUAL SHALL BE IN SUFFICIENT DETAIL TO PERMIT ALL EQUIPMENT. SPARE PARTS LISTS ANO DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND SUFACIENT THE IIANUAL SHALL DESCRIBE THE MATERIAL INSTALLED AND OPERATING PERSONNEL TO ~DERSTN<IO, OPERATE ANO MAINTAIN REIATED IIANUFACTURER INFORMATION SHALL BE INCLUDED FOR EACH EQUIPMENT ITEM INSTALLED. EACH COMPLETE, BOUND MANUAL SfW.J. I NCLUDE TIHE FOLLOWING INFORMATION: TOR'S ADDRESS AND TELEPHONE NUMBER. ( 1) INDEX SHffi STATING CONTRAC (2) DURATION Of GUARANTEE P£RIOD (3) LIST OF EQUIPMENT WITH NAMES ANO ADDRESSES OF LOCAL MANUFACTURER REPRESENTATIVES. (4) COMPLETE OPERATING ANO MAI NTENANCE INSTRUCTIONS ON ALL WJOR EQUIPMENT. G. H. I. J. OWNER: BENCH IN .IDDITTOII TO TIHE ABOVE IIANUM.S, PROVIDE T1HE MAINIENANCE PERSONHO. WITH INSTRUCllONS FOR MAJOR EQUIPMENT ANO SHOW WIRIITEN E'l1DENCE TO THE OWNER, AT THE CONCLUSION OF TIHE PROJECT, THAT THIS SERVICE HAS BEEN RENDERED. INSPEC]ON (1) AT ALL TIMES PERMIT T1HE OWNER OR HIS AUTIHORIZEO AGENT, ANO CITY INSPECTOR TO VISIT N<ID OBSERVE TIHE W0R1< OR ANY PART THEREOF. MAINTAIN PROPER FACILmES AND PROVIDE SAFE ACCESS FOR SUCH OBSERVATIONS TO ALL PARTS Of THE WORK. WIHERE THE SPECIACATIONS REQUIRE WORK TO BE TESTED, IT SHALL NOT BE COVERED UP UNTIL TESTED OR APPROVED BY THE OWNER AND GOVERNING AGENCIES. THE CONTRACTOR SHALL BE SOLELY RESPONSl3LE FOR NOTIFYING THE OWNER AND REQUIRED AGENCY (48 HOUS NOTICE MINIMUM REQUIRED), WHERE AND WHEN SUCH WORK IS IN READINESS FOR TESTING. SHOULD ANY SUCH WORK BE COVERED WITHOllT SUCH TEST OR APPROVAL, IT SHALL, If SO ORDERED, BE UNCOVERED AT THE CONTRACTOR'S EXPENSE. (2) OBSERVATION REQUIRED A. PRESTART MEETING B. LAYOUT Of CONTROL EQUIPMENT AND HEADS C. MAIN LINE PRESSURE TEST ANO TRENCH DEPTH CHECK. D. LATERAL TRECH DEPTH CHECK E. COVERAGE TEST AND PREflNAL OBSERVATION f. FINAL OBSERVATION STANllARD OF INSTAUATION -MATERIAL AND WORl<MANSHIP SHALL BE IN ACCORDANCE WIT1H LOCAL CODES AND ORDINANCES OF LEGALLY CONSTITllTED AllTHORrTES, EXCEPT THAT WIHERE PROVISIONS OF THESE SPEClflCATIOIIS EXCEED SUCH REQUIREIIENTS, TIHESE SPEClflCATIONS SHALL GOVERN. PBfSEftYATION AND CLEANING -CLEANUP ALL WORK AS IT PROGRESSES. AT FREQUENT INTERVALS, AND AT ALL TIMES WIHEN DIRECTED BY lllE OWNER, REIIOVE ANO DISPOSE Of ACCUMUIATIONS OF RUBBISH AND DEBRIS Of ALL KINDS. AT THE TIME Of COMPLETION, THE ENTIRE SITE SHALL BE CLEARED Of TOOLS, EQLIPMENT, RUBBISH, ETC., ALL OF WHICH SHALL BE LEFT IN PROPER, CLEAN CONDmON READY FOR ACCEPTANCE. COMPL£110N -THE WORK SHALL BE ACCEPTED IN WRITTING WIHEN THE ENTIRE SCOPE Of WORK HAS BEEN COMPLETED SATISFACTORILY TO T1HE OWNER. IN JUDGING THE WORK, NO ALLOWANCE FOR DEVL'ITION FROM THE ORIGINAL PLANS AND SPECIFICATIONS WU BE MADE ~LESS PREl'IOSL Y APPROVED BY THE OWNER EQUIPMENT -IRRIGATION EQLIPMENT, OPERATING KEYS AND SPARE PARTS SHALL BE FURNISHED TO T1HE OWNER AS SHOWN ON THE PIANS. SfBYJCF B)'. THE CONTRACTOR -T1HE CONTRACTOR SHAU. SERVICE TIHE S'ISTEM AS TIHE OWNER's REQUEST DURING THE GUARANTEE PERIOD AND SHALL BE PAID FOR WORK PERFORMED WIHICH IS NOT COVERED BY THE GUARANTEE. If REQUESTED BY THE OWNER, THE CONTIRACTOR SHALL FURNISH THE OWNER WITH A SCHEDULE Of SERVCES ANO FEES. F)NAl ACCfP[ANC£ -WITHIN 10 DAYS Of THE CONTRACTOR'S NOTIACATION THAT TIHE INSTALLATION IS COMPLETE, THE OWNER AND REQUIRED AGENCES WILL OBSERVE THE INSTALIATION N<ID, IF flNAL ACCEPTANCE IS NOT Gl'IEN, WILL PREPARE A WNCH UST" WHICH, UPON COMPLETION BY THE CONTRACTOR, AND APPROVED BY THE OWNER, WILL SIGNIFY flNAL ACCEPTANCE BY THE OWNER. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS MARK: IDI GPS CONTROL POINT 2002 1B101 VON KARMAN AVE., SUITE 120 ON NORTH SIDE OF PALOMAR AIRPORT ROAD. 400'± IRVINE, CA. 92612 EAST FROM EAST LOKER AVENUE 12' WEST FROM EAST TEL: (714) 833-999B END OF SIDEWALK DATE INITIAL FAX: (714) 476-4495 ELEVATION 444.18 ADJ. 1992 ENGINEER OF WORK REVISION DESCRIPTION I, ~ ~ ,:K'<. \(. F'f1 Osc "AS BUIL T11 & ra1v" 3416 <'+-.... .,, -~fJ/2 q. ~ _, -~ -~ otur.5 ~. ... 10/31/00 ,. RCE EXP. DATE u' Renewal Date ;,. ,__'l' ~~ q:-CAI.I~'#;, REVIE\.,tED BY• INSPECTOR DATE I SH9TI I SH9TS I CITY OF CARLSBAD PLANNING DEPARTMENT SPECIFICATIONS LOKER AVE. EAST AND CARLSBAD PALOMAR BUSJNESS PARK APPROVED / ~ 1iJ0 / 5-7£..q:> ~::,n . ~ ASSIS~·PLAN.,1NG DIRECJOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTIHER APPROVAL CllY APPROVAL RVWD BY: PIP98-06 368-7N C'j ...... C\.l I co m ~