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HomeMy WebLinkAboutDWG 461-4L; SDP 05-15; RANCHO LA COSTA VILLAGE; 01-09RECYCLED WATER STANDARD PLAN NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE "RULES AND REGULATIONS FOR RECYCLED WATER SERVICE WITHIN THE OLIVENHAIN MUNICIPAL WATER DISTRICT." 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR RUNOFF .. 3. BEST MANAGEMENT PRACllCES SHALL BE USED TO ELIMINATE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICllL Y PROHIBITED. 5. ON-SITE CROSS CONNECllONS BETWEEN RECYCLED WATER LINES AND POTABLE LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER OLIVENHAIN MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 8. HOURS FOR IRRIGAllON WITH RECYCLED WATER ARE FROM 10: 00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGAllON WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECT~D TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF llHE DESIGNATED USER SUPERVISOR. IRRIGA llON WITH WATER OF A LESSER QUALITY llHAN DISINFECllED TERTIARY RECYCLED WATER SHALL BE BE TWEEN THE HOURS OF 9: 00 P.M. AND 6: 00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL BE PER OLIVENHAIN MUNICIPAL WATER DISTRICT'S RULES AND REGULA llONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHEllHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGA llON OR OTHER USE. LACK OF PROTECTION, 'NHEllHER BY DESIGN, CONSTRUCTION PRACllCE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGAllON HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS ANO NON-DESIGN A TED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER OLIVENHAIN MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. 13. ON RECYCLED WATER SYSTEM, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES ANO SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING "NON-POTABLE OR RECYCLED WATER", COLOR-CODED ANO LAID WITH WARNING TAPE ANO STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER OLIVENHAIN MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED ANO SEWER LINES SHALL BE PLACED A MINIMUM OF FOUR (4) FEET APART OR AS DIRECTED BY THE GOVERNING REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE (12) INCHES BELOW POTABLE WATER LINES ANO SHALL MAINTAIN AT LEAST TWELVE (12) INCHES CROSSING SEPARAllON BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE (12) INCHES BELOW A POTABLE WATER LINE, llHEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE PER OLIVENHAIN MUNICIPAL DISTRICT'S RULES ANO REGULATIONS. 18. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY llHE OLIVENHAIN MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 19. THE REQUIRED CROSS-CONNECTION INSPECllON SHALL BE DONE BY EITHER THE OLIVENHAIN MUNICIPAL WATER DISTRICT ANO/OR THE SAN DIEGO COUNTY OEPARllMENT OF ENVIRONMENTAL HEALTH. 20. llHE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "oo NOT DRINK" SIGNS SHALL BE CALLEO OUT ON THE PLANS. 21. AN ON-SITE WATER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WlllHIN THE PROPERTY, WITH llHE BASIC CONCEPTS OF BACKFLOW CROSS CONNECTION PROTECTION, THE DISTRICT RULES ANO REGULATIONS ANO THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. IN CASE OF EMERGENCY CONTACT Santa Fe La Costa, LLC AT 858-271-2701 NAME PHONE NUMBER AFTER HOURS CONTACT Santa Fe La Costa, LLC 858-271-2701 _______ _,-T _______ _ NAME PHONE NUMBER 22. ALL PUBLIC ANO PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS ANO ANY WATER WELLS AND WATERCOURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS ANO/OR DESIGNATED OUTDOOR SEATING AREAS ON THE SITE. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGA llON PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HANO WASHING, CLEANING OF TOOLS, ETC. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREA IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED MEllHOOS. SPECIAL DISTRICT COUNTY OF SAN DIEGO DEPARTh1ENT OF 1--0-L-IVE_N_H-'-Al-'--N-=Mc.:.Uc:_NcclC:_IP-'-AL--'-'-W'-'-AT-E-'-R-□-IS-TR-IC-T--ll ENVIRONMENTAL HEALTI-1 LANO ANO WATER RECLAIMED WATER SYSTEM APPROVAL QUALITY DIVISION APPRO'ffll BYI "" ~t GLENN LEEKS ENVIRONMENTAL HEAL TH SPECIALIST 1-J-or DATE: REVI CHECKER LANDSCAPE IMPROVEMENT PLANS RANCHO LA COSTA VILLAGE VICINITY MAP NO SCALE IU n ----- DO NOT DRINK SIGN RECYCLED WATER METER POTABLE WATER METER POTABLE WATER MAINLINE RECYCLED WATER MAINLINE FIRE HYDRANT RECYCLED WATER AREA SHEET INDEX TITLE SHEET L-1 L-2 L-3 L-4 L-5 L-6 L-.:. 7 L-8 L-9 IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING PLAN LANDSCAPE DETAILS LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS REQUIREMENTS: SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL 8£ TREATED WITH ON£ OR MOR£ OF THE FOLLOWING PLANTING STANDARDS: STANDARD /1 -COVER CROP/REINFORCING STRAW MAllNG: A. COVER CROP SHALL 8£ A SEED MIX TYPICALLY MAD£ UP OF QUICK GERMINATING AND FAST COVERING GRASSES, COVER, ANO/OR WILD FLOWERS. SUBMIT THf SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL 8£ APPLIED AT A RA TE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (JO) DAYS. REINFORCING STRAW MATTING SHALL BE AS APPROVED BY TH£ CITY AND STAKED TO SLOP£ AS RECOMMENDED BY TH£ MANUFACTURER. Rf/NFORCING STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. TH£ COVER CROP AND/OR REINFORCING STRAW MATTING SHALL 8£ USED THE REMAINDER OF TH£ YEAR. STANDARD /2 -GROUND CO>'f:R ONE HUNDRED (100%) PERCENT OF THE AREA SHALL 8£ PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM MINIMUM Sil£ OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ON£ YEAR). SITE MAP SCALE 1"=40' 8. , STANDARD #J LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FPOM A MINIMUM OF 2-J/4 INCH LINERS) SHALL COVER A M/N/1,,UM OF S£V£NTY (70%) , PERCENT OF TH£ SLOPE FACE (AT MAT/JR£ Sil£). I H[R[BY D[CI.AR[ THAT I AM TH£ LIC[NS£D DESIGNER OF WORK FOR THIS PROJ[Cr, THAT I HAVE EXCISED RESPONSIBLE CHARGE OVER TH£ DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF TH£ BUSINESS AND PROFESSIONS COD£, AND THE THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD, OUVENHA/11 MUNICIPAL WATER D/S/RICT AND TH£ COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH) IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS TH£ LICENSED DESIGNER OF WORK, OF MY RfSPONS/8/UTIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMAN £ WITH TH£ APPROVED LANDSCAPE CONCEPT PLAN, WAc cq RV, /ON PLAN, FIR[ PROTECT/OIi PLAN. AND ALL CO TION F PROVAL Rf(A TING TO LANDSCAPING. ~~~~~~-J~m7~6m9 PROJECT LOCATION INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY TH£ l./jNOSCAP£ ARCHITECT OF WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR TH£ SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTAL$. FOLLOWING COMPLETION OF THE WORK, TH£ LANDSCAPE ARCHITECT OF WORK WILL CERTIFY THAT TH£ INSTALLATION HAS 8££N COMPLETED BY SUBMITTING TH£ 'FINAL LANDSCAPE C[RTIFICAT/011 FORM". A REQUEST FOR FINAL LANDSCAPES INSPECT/OIi BY TH£ CITY MUST ALSO 8£ MAO£ BY CALLING TH£ INSPECTION REQUEST LINE. "FINAL INSPECTION CERTIFICATION FORM" FAX TO 760-944-8943 LANDSCAPE INSPECTION REQUEST PHONE UN£: 760-602-4602 ALL IRRIGATION BACKFLOW PR£V£NTERS SHALL 8£ TESTED BY A CERTIFIED TESTER AND RESULTS MUST 8£ GIVEN TO TH£ CITY AND OUVENHA/N MUNICIPAL WATER DIS/RICT • PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL 8£ 'SCHEDULE K HARD COPPER". APPROVED CONTACT BACKFLOW TESTERS CAN 8£ FOUND ON THE CITY WEB SIT£ AT WWW. Cl. US/PDFDOC.HTML/PID=340 AS-BU/US: AS-BUILT PLANS FOR ALL PROJECTS (BONDED AND NO-BONDED, PUBLIC AND PRIVATE) ARE REQUIRED TO BE SUBMITTED. SUBMITTAL OF AS-BUILT PLANS SHALL 8£ AS R£QU/R£0 BY TH£ £NG/NEERING AND PLANNING DEPARTMENTS. TH£ FINAL PLANS SHOULD BE PREPARED BY TH£ LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY TH£ CONTRACTOR. FINAL AS-BUILT PLANS SHALL 8£ DRAFTED CLEARLY TO TH£ SATISFACTION OF THE: CITY, AND ORIGINAL MYV.RS SHALL BE SUBMITTED TO THE CITY OF THEIR KEEPING. THE FINAL IRRIGATION AS-BUILT PLANS WILL BE REQUIRED TO 8£ REVIEWED AND APPROVED BY TH£ CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY TH£ CITY PRIOR TO PLANNING SIGNING THE PERMIT CARD. THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER 204-251-04, 05HE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: II 2000, £ 6225. JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE. SUITE 201 ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 DATE INITIAL ENGINEER OF WORK 1. DISTRICT INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY ANO VERTICALLY). 8. PIP£ IDENTlr/CATION C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER OU/CK COUPLERS. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. S/GNAGE INSTALLED PER PLAN 8. CONTROLLER STICKERS. C. TAGGING OF VALVES. D. COVERAGE TEST AFTER COMPLETION OF TH£ SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER US£. C. STANDARD /4 TREES AND/OR LARGE SHRUBS . TREES AND/OR LARGE SHRUBS SHALL 8£ (PLANTED FROM A , MINIMUM OF 1 GALLON CONTAINER) AT A MINIMUM RATE OF ONE(1) PLANT PER TWO HUNDRED (200) SQMRf FEET. SLOPES -6: 1 OR STE£ PER AND: A. 8. C. J' OR LESS IN VERTICAL HEIGHT AND AR£ ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD /1. J' TO 8' IN VERTICAL Hf/GHT REQUIRE STANDARDS /1, 2, AND 3. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS /1, /2, /3 and /4. AREAS GRADED FLATTER THAN 6: 1 REQUIRE STANDARD /1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ON£ OR MORE OF TH£ FOLLOWING CONDITIONS: £. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. WINDBLOWN SPRAY, RUNOFF AND PONDING. F. REQUIRED PROTECTION OF RESIDENTIAL AREAS. 8. A POTENTIAL EROSION PROBLEM AS DETERMINED BY TH£ CITY. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. C. IDENTIFIED BY TH£ CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. H. CROSS-CONNECT/OIi TEST IF REQUIRED. I. COLOR CODED, LAMINA TED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. APPROVED FOR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. ---+---+----+---+-· --·-- "AS-BUILT " EXP. ___ _ DATE REVIEWED BY: )ATE INITIAL DWN BY: ---PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: __ _ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ,l;:;RV=W=D=B=Y=; =~~=:'..::::S::D::::P::::0::5::::::1 =5=====4=6=1 ::::4::L:::::J '.,' i : I' 'II' I I, i· 1' I \1 l : "\_ 1 ' ' ' .' i - ...--------------·----··--~-•-·····-·· ··---.---·•·''"''''"'_' __ ,.,_, ___ -"''''"-··-·--,-·~---·-··•-•·,---•,•-,-----_,-,_, __ ~----------------------------------------------------------------------=-,,.,..--,-,,,-,,.,-,-,,,.,..,,-=,,,----------------------------. IRRIGATION NOTES: - ·~.•~·-RANCHO ------------------- ------- --- ----- -------.,,,--...._ A-1 1' 14.3 1 19.1 1' 18.6 ' C~f I ' . ·// i // ) '1 --r ----- MINIMUM TREE SEPARATION DISTANCE IMPROVEMENT/ MINIMUM DISTANCE TO STREET TREE TRAFFIC SIGNALS (STOP SIGN) -20 FEET UNDERGROUND UTILITY LINES -5 FEET ABOVE GROUND UTILITY LINES -10 FEET DRIVEWAY (ENTRIES)-10 FEET INTERSECTIONS (INTERSECTING CURB LINES OF TWO STREETS) -25 FEET A-4 1' 14.9 / \ 1· 1.4 A-6 1'. 9.2 A-7 1' 10.7 SCALE, I" = 20'-0" 10 5 o 10 20 \ \ \ 40 PRESSURE CALCULATION WA1EII METER I 1 SIZE: 1" tLG.L XX El.EVAllON 6' X REM01E CON1ffll. VALW: f MAXIMUIID£MANO REVAllOO ~METER GAlE VALW: IIAIILNE CONTROL Vil.VE. H/2"MAHJNE H/4"LA1ERAL UIE LAlERAL UIE fts ~ffl:lll! 1fiiATM LOSS PRESSUfiE REQUIRED O HEAD 1UTAL S'IS1DI LOSSEll .433 •2.8 ~ A-2 19.1 Gl'II N/A PSI LOSSEll ... M 1.5 6.1 , .. 1.8 1.2 u !8 ;is 26.0 51.2 STATIC PR£SSURE AVJVali. R£SllUAI. WA1EII PRESSUfiE +/- PRESSURE REOOL\TED ro 60.0 PSI 121.0 60.8 WN1A111 PRESSUfiE IIEQ1JIR£D o P0C • eo.o PSI \ \ 'I. CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE AT POINT OF CO~INECTION PRIOR TO INSTALLING IRRIGATION SYSTEM. SHOULD STATIC WATER PRESSURE BE LESS THAN 75 PSI, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR INSTRUCTIONS PRIOR TO PRECEDING WITH INSTALLATION. 2. CONTRACTOR SHALL VERIFY LOCATIONS OF AUTOMATIC CONTROLLERS EXISTING MAINS, LATERALS, SLEEVES AND CONTROL WIRING STUBOUTS PRIOR TO CONSTRUCTION. 3. MAINLINE AND EQUIPMENT ARE SHOWN DIAGRAMMATICALLY ALL IRRIGATION LINES ARE TO BE LOCATED IN PLANTING AREAS WHERE POSSIBLE. 4. CONTRACTOR SHALL SAVE EXISTING IRRIGATION LATERAL LINES WHERE APPROPRIATE, AND SHALL PRESSURE TEST THESE LINES PER THE SPECIFICATIONS. 5. REMOTE CONTROL VALVES SHALL BE LOCATED IN NON TURF AREAS UNLESS NOTED OTHERWISE. 6. VALVE CALL OUT: CONTROLLER VALVE SIZE r--CONTROLLER STATION NUMBER \_ VALVE DISCHARGE 7. PROTECT ALL IRRIGATION LOCATED WITHIN THE PROJECT'S LANDSCAPE WORK AREA. CONTRACTOR SHALL REPAIR AND OR MODIFY ANY DAMAGED TO EXISTING FACILITIES TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. 8. PROVIDE SLEEVING WHERE NEEDED. NO 90° TEES OR ELLS Al.WWW LW~ HARDSCAPE ELEMENTS. 9. CHECK SHALL BE INSTALLED TO PREVENT LOW HEAD DRAINAGE. 10. THERE ARE NO OUTDOOR DRINKING FOUNTAINS OR WATER WELLS ON THIS SITE. IRRIGATION PIPE SIZING CHART LATERAL PIPE (PVC SCH. 40 IPS PIPE) MAINLINE PIPE PIPE SIZE GPM PIPE SIZE GPM 3/4" 0-8 3/4" (SCH_ 40 IPS PLASTIC PIPE) 0-8 1" 8-12 1" (SCH. 40 IPS PLASTIC PIPE) 8'12 1 1/4" 12-22 1 1/4" (SCH. 40 IPS PLASTIC PIPE) 12-22 1 1/2" 22-30 1 1/2" (SCH, 40 IPS PLASTIC PIPE) 22-30 2" 30-50 2" (PVC CLASS 315 IPS PLASTIC PIPE) 30-55 2 1 /2" 50-70 2 1/2" (PVC CLASS 315 IPS PLASTIC PIPE) 55-70 3" 70-110 3" (PVC CLASS 315 IPS PLASTIC PIPE) 70-100 IRGlilKII LECEJII S'IMl:lOL J/4 112 . ., d> 0 W V 'If [II V F l'f548flll)N IIAWFACBRR!Wm RAD PSI .,._. POP-UP HUNlER/PR0-30-12-CVR-80,H.F W/TORO PRECISION SERIES NOZZLE B' 30 }l POP-UP HUNlER/PR0-30-12-CVR-100,H,F W/TORO PRECISION SERIES NOZZLE 10' 30 £><I POP-UP HUNlER/PR0-30-12-CVR-120,H,F W/TORO PRECISION SERIES NOZZLE 12' 30 X POP-UP HUNlER/PR0-30-12-CVR-150,H,F W/TORO PRECISION SERIES NOZZLE 15' 30 POP-UP HUN1£R/PR0-30-12-CVR-4EST W/TORO PRECISION SERIES NOZZLE 4' X 15' 30 ]/4 ]/2 £ 0.29 0,58 1.16 0.49 0.98 1.96 0.63 1.26 2.52 0.93 1.86 3.72 0.65 [I] POP-UP HUN1£R/PR0-30-12-CVR-4SST W/TORO PRECISION SERIES NOZZLE 4' X 30' 30 UO - G) (D G) POP-UP ROTOR HUNlER / MPR40-12-CVR W/ MP2000-90 NOZZLES 20' 40 0.42 0.78 1.56 0 @ POP-UP HUN1£R / PR0-30-06-CVR-W/2 Q,H SERIES NOZZLE 2' 30 0.11 0.16 - (!) (J) POP-UP HUNlER / PR0-30-06-CVR-W/4 Q,H SERIES NOZZLE 2' 30 0.22 0,44 - i,:::a/:/:/':/:;:/:/:/a/j DRIP LINE 18" SPACING NETAFIM / TLCV4-1B10 W/ CHECK VAL'lf. NA 25-40 1.02 GPH NOTE: ALL IRRIGATION HEADS SHALL HA VE PURPLE TOPS OR LIDS, S\'MBOL DESCRIPTION MANUFACTURER/MOOB. §3 1" WATER METER ®:'i'X\'.®IEll BACKFLOW PREVENTOR liiii,;;J AUTOMATIC CONTROLLER !'ll1S RAIN SHUT OFF DEv1CE "' ~ REMOTE CONTROL VALVE DRIP REMOTE CONTROL VALVE DRIP PRESSURE REGULA TOR DRIP SCREEN FILTER 4t DRIP AIR RELEASE VAL'lf. Ill DRIP LATERAL END FLUSH 0 QUICK COUPLER VALVE QS) BALL VALVE VALVE BOX WATTS / 009QT -1" W/WATTS/ #223S HUNTER/ IC-1200 HUNTER/ WSS-SEN HUNTER / ICV-R-AS SERIES HUNTER / ICV-XXXG-R-AS SERIES SENNENGER/ WADE RAIN/ PMR-LE NETIFIM / TF-10-9-X NETIFIM / TLA VRV NETIFIM / TLFV NELSON / 7645 KING BROG, 8.T.U. SEE Clv1L PLANS INSTALL PER O.M,W.D. STANDARDS SEE DETAIL SEE DETAIL SIZE AS SHO\\N SIZE AS SHO\\N SIZE AS SHO\\N SIZE AS SHO\\N INSTALL PER DETAIL INSTALL PER DETAIL 1" SIZE ACME THREAD INLINE SIZE\ BLOCKED TRUE UNION SEE SPEC. OCIM. K/SHl 3 B&C/SHl 3 llETAIL M/SHT. 4 1/SHT. 3 1/SHT. 3 H/SHT. 3 F /SHl 3 F /SHT. 3 F/SHT. 3 D/SHT. 3 E/SHT. 3 J/SHT. 3 A/SHT. 3 CONTROL WlRE-14 GAUGE • ---• MAINLINE (PVC PIPE) CARSON 1320 B-13 OR EQUAL (PURPLE LID) DIRECT BURIAL ( COLOR CODED WIRE) SCH, 40 PVC & CLASS 315 (PURPLE) SEE SPEC. L/SHT. 3 ~~E kPV&'. = SCH 40; 2·-2 1/2"+ = CLASS 315 G/SHT. 3 ---LATERAL LINE (PVC PIPE} SCH 40 PVC (PURPLE) = = = = SLEEVE (PVC PIPE) SCH, 80 PVC SLEEVE @ STREETS SCH, 40 PVC SLEEVE @ ELSEWHERE DO NOT DRINK SIGN EJ POTABLE WATER METER .. , ifv POTABLE WATER MAINLINE RECYCLED WATER MAINLINE FIRE HYDRANT SEE SPECS' 2 X OUTSIDE DIA. OF PIPE TO BE SLEEVED G/SHT. 3 G/SHT. 3 C/ SHT. 4 APPROVED FDR PLANTING [ ff r" 4:S-:-B-DILT ~ / '. AND IRRIGATION ONLY. X/J/f.,~ . Jf!:·1/~ INCLUDING PRECISE ~,l ;o.lr 1cf,e EXP J..:,-.JJ1:Jfz DATE LOCATION OF PLANTING AREAS. REVIEWE~ _ Bi,)1: ftv~ 6(, t:il~±t INSPECTOR DATE i----t----+-----------+--+--f-----+---l ~ 11 CIT~lAN~l~G £,~~BA.D I ' SHEETSi 9 ! ate 9/30/ e 7/13/16 ~ CALlf ~~-]F • : Ice:: __ ===_ -=--====-:-:"-'--cc.J JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE. SUITE 201 ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 DATE INITIAL DATE INITIAL ENGINEER OF WORI< REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL RPNJ--D LA CIBTA \,ILL.AG: ~ RiNJ-0 ~A FE fll & LA aETA Al£ oo..93.bD,-CA9Lilll APPROVED ~X::, PLANNING DWN BY: __ _ PROJECT NO. DRAWING NO!, CHKD BY: __ _ RVWD BY: SDP-05-15 461-4L I 1 0 t ' CD BALL VALVE 1l-------2L----=====~==== ~----, "'lii"'ill~ ~I II" ·11 I", 1--1 I ill ' -- ' --- 0 0 PVC SCH 80 UNION SHORT PVC SCH. 80 NIPPLE (LENGTH AS REQ'D) CD SUB-SURFACE, PRESSURE COMPENSATING TUBING PURPLE ' 0 EMMISION POINT 0 PVC PIPING & FITTINGS 3l-~~------, ~---'1 3 ~ITT-TT .\ ® • ill 0 BRICK OR CONC. SUPPORTS ON COMPACTED SUBGRADE ® 1 CU. FT. (MIN.) PEA GRAVEL SUMP '6' FINISH GRADE IN TURF I::.) 1" IN G.C. 0 VALVE BOX (PURPLE LID) @) 9 COMPACTED SUBGRADE ® PVC SCH 40 FEMALE ],--0 0 START CONNECTION (SEE DETAIL) ® LINE FLUSHING VALVE JN SUMP BOX OFF OF PVC FOOTER {SEE DETAIL) © SOURCE (TO HEADER) TECHLINE EMITTER TUBING TECHLINE TUBING ELBOW POLYETHYLENE TUBING TECHLINE 3/4" MALE ADAPTER PVC TEE (SxSxT) ~·•1="'---€• @) ADAPTER (1YP.) @ RECYCLED WATER WARNING TAG (PURPLE) @)r---, 0 EMISSION POINT SPACING, (SEE PLANS & LEGEND) TRIANGULAR EMITTER SPACING 0 IN-LINE EMITTER SPACING PER LEGEND NOTE, DRIP TUBING / LATERAL SHALL BE LOCATED A MAXIMUM OF 2" -4" FROM THE EDGE OF THE HARDSCAPE. PVC LATERAL HEADER OR FOOTER FINISH GRADE PVC SCH 80 RISER 4" AIR RELEASE VALVE PURPLE ROUND PIT VALVE BOX PVC SCH 40 TEE (SxTxS) 1 CU. FT. MIN. PEA GRAVEL SUMP © BRICK SUPPORTS PVC NON-PRESSURE LATERAL 1" ABOVE FINISH GRADE PVC SCH 80 THREADED FITTING A BALL VALVE B TECHLINE/SUB-SURFACE C DRIP START CONNECTION D DRIP AIR RELEASE VALVE ~-----------< 8 NOTE: @) RECYCLED WATER WARNING TAG (PURPLE) COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. CD I ~ .. ·ffi111·~"1*11~/lC===:J!\~~~~. CD 0 1" IN GROUNDCOVER) REMOTE CONTROL VALVE (SEE SPECS) PVC MALE ADAPTER PVC MAINLINE SOLENOID ~----<2 VALVE BOXES SHALL BE GROUPED TOGETHER WHERE POSSIBLE VALVE BOX SHALL BE 12" MINIMUM FROM ALL PAVED AREAS, WALKS, OR BUILDINGS. 0 r-11-=--: --l 0 ~,.l)ll!l!ll~ 1-· 16 r.:'. ~;;::;::::=::::;----{21 0 © 0 ® PVC FEMALE ADAPTER SCH. 80 UNION 1 CU. FT. PEA GRAVEL TECHLINE DISC FILTER PVC SCH 40 TEE (SSS) OR ELL (SS) ON MAINLINE DRIP LATERAL END FLUSH VALVE IRRIGATION WATER MAINLINE (PURPLE) @ UNDISTURBED/COMPACTED SUBGRADE ROUND PIT VALVE BOX (PURPLE) 1 CU. FT. MIN. PEA 19}----- BRICK SUPPORTS PLASTIC VALVE BOX (PURPLE) (12" LID) @ @ UNDISTURBED/COMPACTED SUBGRADE PVC SCH 40 MALE ADAPTER GRAVEL SUMP BRICK SUPPORTS HEAT BRAND "RCV" ONTO LID PVC NON-PRESSURE LATERAL 1" ABOVE FINISH GRADE 71------' ® 10 CONTROL WIRES; BUNDLE AND (W/ 4' MIN. EXTRA WIRE) CONTROL VALVE TAPE@ @ PVC LATERAL TO SPRINKLERS PVC LATERAL FROM RCV LATERAL END FLUSH ,-------{a 4 ,-----~' © .. ~--<7@ CD FINISH GRADE (FLUSH IN TURF L-----!s 1" IN GROUNDCOVER) (D REMOTE CONTROL VALVE @ CONTROL VALVE (SEE SPECS) @ SCl'.H.L80( PVC._ (D FEMALE ADAP. N PP E TYP.) SCH. 40 PVC @ (¥tt ~c~f ESSURE PIPE G) SCH. 80 UNION @ SOLENOID @) 1 CU. FT. PEA GRAVEL @ PVC PRESSURE PIPE @ IRRIGATION WATER MAINLINE @ PVC ;iCH 40 TEE (SSS) OR (D BRICK SUPPORTS ELL (SS) ON MAINLINE ® PLASTIC VALVE BOX @ ~~2bSJ~t?. ED/COMPACTED (12", W/PURPLE LID) @ WIRES BUNDLED UNDER HEAT BRAND "RCV" ONTO LID MAINLINE TYP. {o\ CONTROL WIRES; BUNDLE AND @ PURPLE RECYCLED WATER 'V TAPE (W/ 4' MIN. EXTRA WIRE) VALVE 1.D. TAG @ REMOTE CONTROL VALVE F DRIP REMOTE CONTROL ASSEMBLY 1" QUICK COUPLING VALVE EDGE OF WALK, FACE OF CURB, FENCE OR MOW BAND 11•1----L.L-I TURF LEVEL 7 ~'f,:::=~==,jl,.I...J..-'.;i..l.!.U...I,;,-, ·'Y"o,•, ~-·, ___J I l11 Jl1 ~ .... GROUND COVER LETTER I JlL, ,I l~IIII I RECYCLED WATER---_; WARNING TAG (PURPLE) PVC SCHEDULE 80 TAINLESS STEEL CLAMP PEA GRAVEL,6" 10 0 L-------------I9 NIPPLE (LENGTH AS r77-rn~777771§~ ;:~~~:JLmD~EPTH : R1,.lLLLLL.uLL.<LL1/ REQD.) CD AUTOMATIC IRRIGATION CONTROLLER @ PROVIDE 3/4" NOM. DIA. PLASTIC ELECTRICAL CONDUIT FOR 120V POWER ----::7 <::::::::::=::~£k COM MON BRICK (D PLASTIC ELECTRICAL CONDUIT 0 ELEC. CONDUIT COUPLING @ CONTROL WIRES (BUNDLE AND TAPE) 0 CONCRETE FOOTING OR SLAB @ CONNECT TO CONTROLLER @) ~lftTJS. E}~tt~1ces1zto~?u~tQ'D) ~~~J~~G PER MFGR. @ WALL @ RAIN SHUT -OFF DEVICE PVC SCHEDULE 40 STREET ELL PVC SCHEDULE___/ 40 90 ELL (SXT) OR TEE (SXSXT) PVC SCHEDULE __ _.. 40 STREET ELL NOTE: '-.____ PVC PIPELINE --#4 REBAR, 24" LONG PVC SCHEDULE 80 NIPPLE, 6" LONG ~-,3 G) NOZZLE IN POP-UP POSITION r,::,., POP-UP BODY \V (SEE LEGEND) '-' PVC LATERAL LINE '-':../ (SEE SPECS) r.\ PVC SCH 40 TEE (SST) OR \V ELL (ST) r:\ SWING JOINT ASSEMBLY \'V (1 SCH 80 NIPPLE ANO (i) 2" MIN. FROM FIXED IMPROVEMENTS (CURBS, WALKS, ETC.) G) SEE SPECS r:'\ AT FINISH GRADE IN TURF l.!V TURF. 1" IN SHRUB AREAS G) SEE LEGEND (D ;¾4" EXTERIOR GRADE PLYWOOD MONT IN AREA OPEN TO w~~LN'QJ~,G t~T11i~c~l~~DAJ8HoR SKY BOLTS bR EQ. lf'AINT AND SEAL EDGES) 1. ALL QUICK COUPLING VALVES MUST HAVE NON-POTABLE LOCKING PURPLE THERMOPLASTIC RUBBER COVERS 3 SCH. 40 STREET ELLS) @ PURPLE TOP @ PURPLE RECYCLED WATER I.D. TAG OR STICKER 2. QUICK COUPLER VALVES SHALE OF A TYPE APPROVED FOR RECYCLED WATER USE. G) CONTROLLER ENCLOSURE 0 QUICK COUPLER IRRIGATION NOTES: 1. CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE AT POINT OF CONNECTION PRIOR TO INSTALLING IRRIGATION SYSTEM. SHOULD STATIC WATER PRESSURE BE LESS THAN 60 PSI, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR INSTRUCTIONS PRIOR TO PRECEDING WITH INSTALLATION. 2. MAINLINE AND EQUIPMENT ARE SHOWN DIAGRAMMATICALLY. 3. 4. REMOTE CONTROL VALVES SHALL BE LOCATED IN NON TURF AREAS UNLESS NOTED OTHERWISE. VALVE CALL OUT: CONTROLLER ~-CONTROLLER ,__ STATION NUMBER 0 POP-UP SPRAY HEAD 6. NOTE: CONTRACTOR MUST PROVIDE PAST EXPERIENCE OF INSTALLATION FOR THE NETAFIM / DRIPPERLINE SUB-SURFACE DRIP IRRIGATION SYSTEM. THE CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH THE NETAFIM IRRIGATION REPRESENTATIVE AND THE LANDSCAPE ARCHITECT PRIOR TO STARTING THE INSTALLATION OF THE SUBSURFACE IRRIGATION SYSTEM. 7. INSTALLATION OF SUBSURFACE IRRIGATION SHALL CONFORM WITH THE NETAFIM "SUBSURFACE IRRIGATION DESIGN" MANUAL. CONTRACTOR SHALL OBTAIN A COPY OF THE MANUAL PRIOR TO THE PRE-CONSTRUCTION MEETING. FINISH GRADE LOCATE ONE JUST ABOVE TllE MAINLINE MAINLINE (PRESSURE LINES): ---:~~-.,.,..~..-r~m--;AN.D.,..ON7E-;12"".' ,,ABr-OVE....,..Tll_E M_,A .. INU._NE......,oi'--A. LESS TllAN 3' IN DIAMETER -18' COVER SEE B. 3' TO 5-1/2" IN DIAMETER -24' COVER ~~~ SEE C. 6' OR GREATER IN DIAMETER -36' COVER DEPTH D. SLEEVES UNDER PA~NG (NON-ROADS) SAME AS A. ABOVE NOTES SLEEVES UNDER ROADS: 6' OR LESS IN DIAMETER -36' COVER GREATER TllAN 6" IN DIAMETER -48" COVER SCHEDULE 80 PVC PR[SSURE MIJlfJNI: PVC PIP[ ll'/C CL )15 2' OR LARC[R) SLEEVES UNDER PAVING (NON-ROADS): -L. SCH. 40 l'/C I 1/2' OR SM!llER) LESS TllAN 3' IN-OIAMETER---18' COVER ✓ 6" MIN. -CONTROL l'IIRES 3' -5-1/2"' IN DIAMETER -24' COVER BUNDLE UNDER MIJNUNI: 6' OR GREATER IN DIAMETER -36' COVER SCHEDULE 40 PVC ~------IAITR UNI: (NON PRESSURE l'/C PW'£} NOTES: (PVC SCH.40) 12' MINIUUW l)[P]H OF ctMR 1, PROVIDE 2" OF CLEAN BACKFILL UNDER ALL PIPING 2. NO OTHER TRAOES (ELECTRICAL, LIGHTING) ALLOWED IN SAME TRENCH AS IRRIGATION PIPE. 3. PROVIDE PVC SLEEVES FPR All WIRING AND PIPING UNOER PAVING. 4. NO STAKING (VERTICALLY) OF PIPES IN SAME TRENCH. G TRENCHING STEP: 1. /STRIP WIRES APPROX. 5/8" FROM ENO. - 2. /TWIST CONNECTOR UNTIL WIRE END REACHES BOTTOM. F] 11,11)( CONTENTS OF SEALING PACK, CUT 1 /2' OFF I END OF PACK AND INSERT CONNECTOR TO OPPOSITE ENO. ~IW-~ 4. ~-WRAP OPEN ENO OF SEALING PACK WITH TAPE, ALLOW TO SET UNTIL RESIN JELLS. (0 WIRE CONNECTOR APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE L □CA TI □N OF PLANTING AREAS. "AS-BUILT " PE. __ _ EXP, ___ _ REVIEWED BY: nATE \_ INSPECTOR DATE ....... -..,........-,.------------'---·-r--,-,-·r·-T:=;;;::;;~~~~~~~~~~==:-=i 1---+----+-----------+-----+---l---+----11 sH3Err I CITY OF CARLSBAD I s_HgEE-Ts. J PLANNING D PARTMENT VALVE SIZE VALVE DISCHARGE 5. PROVIDE SLEEVING WHERE NEEDED. NO 90 TEES OR ELLS ALLOWED UNDER HARDSCAPE ELEMENTS. ]!!f •ULAII JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE. SUITE 201 ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION -"'-- R.tN}I() LA CCGTA ~LlACf S:: R/lNJ-0 Sl>NTA FE ffi & LA CXETA A\£ C'PRS?IQ CA g;rm (E™-J PLANNING DWN BY: __ _ DATE DATE INITIAL DATE INITIAL CHKO BY: __ PROJECT NO. SDP-05-15 DRAWING NO. 461-4L OTHER APPROVAL CITY APPROVAL RVWO BY: __ L....--------------------------------------------L---------------...L...--.......l.....-----------~~L~L:LJ.~~LLL..L'.::::::::~~~========:::::::.=:===:=:::!J IRRIGATION DETAILS FOR: L_-----------------------------------------------------------------------------------------------------------------------------~! 11i:11r1 FI I .. 1!;,, :-,! i "' -' J: a ..,, -~ ..D FINISH GRADE -----_ POT ABLE MAINLINE-----_ (SEE IMPROVEMENT DRAWINGS) 12" MINIMUM REQUIRED VERTICAL SEPARATION RECYCLED WATER IRRIGATION MAINLIN',,__ NOTE: 3.5 FEET METER BOX W/ METER ----------------, SIDEWALK -----------, CURB------~ g• MIN. FOR 3/4" TO 1• " ...,_,__,__, 12" MIN. FOR 1-1/2" TO 2" POTABLE SERVICE LINE-------., 12• Ml IMU ~~~~~~~~~~~W10' MIN. TO POTABLE MAINLINE IN STREET----,~-, WE ARE CONSERVING OUR MOST VALUABLE RESOURCE BY IRRIGATING OUR LANDSCAPE WITH RECYCLED WATER 0 RECYCLED WATER SIGN 0 RECYCLED WATER AGUA RECICLADA DO NOT DRINK NO TOME El AGUA SQUARE SIGN P-05 , 0 SEE NOTE 4. FINISH GRADE 0 30" ALL RECYCLED WATER IRRIGATION PIPING AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN: RECYCLED WATER IRRIGATION MAINLINE W/ SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDA TORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. 0 0 NTS POTABLE SERVICE LINE CROSSING ® POTABLE MAINLINE CROSSING ITEM 10 .• PRESSURE REGULATOR NOUS: 1. NO®tLiTS Will ea Al.l.OWEI> lNTHi Pll'ING 881'\\'tW.IW! ),JlltU AM> II' BA Cr.PLOW ti.l!litt<fE.'I. BAC!(f!.OW mvavtM. SHALL Bil nm SAMII SIZE AS 11!6 Mf'fl,l AN!> P!1!N(l ro 'l'lJ'.o ASSEMJ,LY. AfRBSSVt.11 ~Vl.AlOJl l,'.A Y SR !NS'TAI.UO ~UWHlN !"«$ MliTiiR AND 8ACl.t1.QW r·UVWIBR. L"VSTOMU lS ne,PONSlllLE FOR WJNll,NAflCS YROM ·rnJ! 14"1,R 2. llMSS Pll'li Wl"tlt 11<"'1!,\l)El) Ftt"ml<,$ HAVJNG Tl\lI ,W/4£ CONFJOVMTJO:< MAY b! VSfill l)< U$V qrrn:s COPP~!\ WAl'AA 11}\li!, ,, fl\OY!DS •.lV,'Jll) rosrs.•J•Wol\ I:'l\'.LOSVM WHE.'l D!UCT!'D BY TH'S D~TRJCTS l\Efll.ESENt.,r ,'VE, 4. OMWO ),(/,INT lp!AN(J PEPONSIBltJ.1Y STOPS ,',f n,s MlirE/1. 5~ 00 O'tHtR Pll'!NO CiR lJftLJm,$ All!: Af..-LOM.0 Wtnux iACKFLOW P~.1-VBNU.il!NS'T ALLA l'lO~ A.REA, NTS POST ANCHOR 0 36" NOTES: 1. SIGNS SHALL BE MANUF AC TIU RED OF ALUMINUM SHEET, THICKNESS 0.063" Oil 18 GA. OR AS APPROVED BY OMWD, 2. TflE SIGH SHALL INCORPORATE A PURPLE BACKGROUND 111TH 111TH LETTERS AND SYMBOLS. 3. SIGN POST SHALL BE PERFORATED STEEL POST WITH TWO PIECE ANCHOR AND-"TELESPAR" SLEE~. THE ANCHOR AND SLEEVE ASSEMBL 'r SHALL CQNSIST OF A 2-1/2" SQUARE BY 36". ANCHOR WITH 2-1/4• SQUARE BY 10" SLEEVE, SECURE POST INTO THE ANCHOR ASSEMBLY WITH TWO 3/8" DRIVE RIVETS. ANCHOR ASSEMBLY SHALL NEVER BE SECURED IN CONCRETE FOOTING. @ DO NOT DRINK SIGN '""'""1"'~Mtr1---$ RJ Jf_ri,-pri!AS§!~L--=---t?J~J&~ -------·---------iftl-- °>S'.{,l OLlVENHAiN_~lQ~ICIP AL \VA"fER DISTRICT Bo.YI .E·. STD DWG NO . • _ REDUCED .PRESSURE BACKFLO\V l'KEVENTER e."',ll;Jlil\J>!O C-2.1 COR.POMTIOII ASSY FOR SIZES 3/4-JNCH IHRU2-INCH JAMES P. BENEDETTI LANDSCAPE ARCHITECT APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. -..L._~. - ---+---+-----~--~------------t-----+----t--- "AS-BUILT P.E. __ _ EXP. ___ _ REVIEWED ~Y: INSPECTOR 4403 MANCHESTER AVE. SUITE 201 ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 OWN BY: __ DATE INITIAL DATE INITIAL DATE 11\Ji;"IAL CHKD BY: __ _ PROJECT NO. SOP-05-15 " DATE DATE ENGINEER OF WORK REVISION DESCRIPTION OTIIER APPROVAL CITY APPROVAL RVWD BY: L-------------------------------------------------, ___ ..__ _________________ .....,. ___ ""'"""'--·----------·-L=.:::,;,;,=:..,.L~~=-!.,':::::::::.:'::'.:~~=:.'.============::..:::====::::J DRAWING NO. 461-4L 11 IRRIGATION 02810-11 SECTION 02810 IRRIGATION PART 1 -GENERAL 1.01 GENERAL CONDITIONS: A. THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DMSION 1 ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.02 SCOPE: A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAl'lNGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1. RELATED WORK: (A) LANDSCAPING SECTION ( 02900 ) 1.03 SUBMITTALS: A. SUBMIT A LIST OF ALL IRRIGATION EQUIPMENT TO BE USED, MANUFACTURER'S BROCHURES, MAINTENANCE MANUALS, GUARANTEES AND OPERATING INSTRUCTIONS. 1.04 GUARANTEE: A. FURNISH GUARANTEE IN ACCORDANCE 111TH THE GENERAL CONDITIONS, FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE-AT THE CONCLUSION OF THE MAINTENANCE PERIOD-ON COMPLETE WATER IRRIGATION SYSTEM, INCLUDING NONSETTLNG OF THE BACKFILL IN TRENCHES WHICH, IF OCCLRS, SHALL BE CORRECTED, INCLUDING REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM. 1.05 OBSERVATION: A. IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE ARCHITECT OR HIS REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF THE TIME SUCH INSPECTION AND/OR DIRECTION IS REQUIRED. 8. OBSERVATION WILL BE REQUIRED FOR THE FOLL0\\1NG PARTS OF THE WORK: 1. UPON INSTALLATION AND TESTING OF MAIN LINES AND LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COVER ANY LINES UNTIL THEY HA VE BEEN OBSERVED AND APPROVED. 2. UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, BACKFLOW PREVENTER DEVICE, AU TOMA TIC CONTROLLERS, AND CONTROL VALVES AND WIRES. 3. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE LA\l<N AND PLANTING AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES TO COVER. 4. FINAL OBSERVATION AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL OBSERVATION OF THE LANDSCAPE WORK. 1.06 TESTING: A. ALL PVC MAIN SHALL BE SUBJECTED TO A PRESSURE TEST OF 150 PSI FOR A PERIOD OF TWO HOURS. ALL TESTING SHALL BE IN THE PRESENCE OF THE ARCHITECT. APPROVAL SHALL BE RECEIVED BEFORE BACKFILLING ANY TRENCH. 00 NOT COVER ANY LINES UNTIL THEY HAVE BEEN OBSERVED AND APPROVED. B. IRRIGATION COVERAGE TEST SHALL BE PERFORMED PRIOR TO THE INSTALLATION OF PLANT MATERIAL TO VERIFY THAT ALL IRRIGATION SYSTEMS HA VE HEAD TO HEAD COVERAGE. 1.07 RECORD DRAWINGS: A. BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS SH0\\1NG THE SPRINKLER SYSTEM WORK. PROVIDE AS BUILTS FOR PRESSURE TEST OF MAINLINE. 1. ANY CHANGES IN LOCATION OF ITEMS OR T'PE OF INSTALLATIONS FROM THAT SHOWN ON DRAWINGS SHALL BE SO INDICATED ON THE RECORD DRA\\1NGS. 2. VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE SHO\l<N ON THE RECORD DRA\\1NGS. 3. ALL REMOTE CONTROL VALVES, SHUT-OFF \ALVES, QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURE DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST ONE-HALF FOOT. 4. ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER, PREPARE AND MOUNT A CHART SH0\\1NG THE VALVES AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAWINGS AND SHALL BE COLOR CODED FOR EACH SEPARATE AREA SERVICED BY EACH VALVE. ONLY THOSE AREAS CONTRClLED BY THE CONTROLLER SHALL BE SHO\l<N. THIS CHART SHALL BE A PLOT PLAN, ENTIRE OR PARTIAL, SH0\\1NG BUILDING, WALKS, ROADS AND WALLS, A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE THAT APPROVED BY THE ARCHITECT AND SHALL BE HERMETICALLY SEALED BY PLASTIC. THIS SHALL THEN BE SECURED TO THE INSIDE OF THE COVER. PROVIDE TWO SETS OF THE CONTROLLER CHARTS FOR THE crrYs USE. EQUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS, SIDEWALKS, CURBS AND DRIVEWAYS. B. AS-BUILT PLANS: FINAL AS-BUILT PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. 1.08 GENERAL REQUIREMENTS: A. CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL CODES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE ORA\\1NGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRlffiN PERMISSION TO THE CONTRARY IS GRANTED BY THE DISTRICT. 8. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. C. CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRA\\1NGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACJ\JAL SITE CONDITIONS. 0. LANDSCAPE HEADERS AND M0\\1NG STRIPS SHALL BE IN PLACE BEFORE INSTALLATION OF SPRINKLER SYSTEM. E. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING 111TH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. F. PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. G. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. H. DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS I\HH PIPING OF DISSIMILAR METAL MATERIALS. I. POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHO\l<N ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. J. PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF. K. CONTRACTOR SHALL ACQUAINT HIMSELF 111TH ALL SITE CONDITIONS. PART 2 -PRODUCTS 2. 01 MATERIALS: A. PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. 1. PVC PRESSURE MAINLINE PIPE FITTINGS: ALL BURIED PRIVATE PIPING IN THE RECYCLED WATER SYSTEM SHALL BE INSTALLED 111TH WARNING TAPE IDENTIFYNG IT AS RECYCLED WATER 111TH THE EXCEPTION OF INTERMITTENT PRESSURE LINES. INTERMITTENT PRESSURE LINES (LINES ON THE 00\l<NSTREAM SIDE OF A CONTROLLER VALVE THAT WILL NOT BE SUBJECT TO CONSTANT PRESSURE) MAY BE EXCEPTED AS LONG AS IT IS APPARENT, DUE TO LINE SIZE AND LOCATION AS DETERMINED SOLELY BE THE DISTRICT ENGINEER OR INSPECTOR, THAT THE LINES ARE PART OF A RECYCLED WATER SPRINKUER IRRIGATION SYSTEM. STENCILED PIPE, AS SPECIFIED BELOW, WILL BE ACCEPTED IN CONJUNCTION 111TH WARNING TAPE. (A) PRESSURE MAINLINE PIPING FOR SIZES 2'AND LARGER SHALL BE PVC CLASS 315, AND SHALL BE PURPLE. (B) PIPE SHALL BE MADE FROM AN NSF APPROVED TYPE I, GRADE 1, PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATIONS "D1784'. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATIONS PS-22-70, 111TH AN APPROPRIATE STANDARD DIMENSION (S.D.R.) -{SOLVENT WELD PIPE). (C) PRESSURE MAINLINE PIPING FOR SIZES 1-1/2' AND SMALLER SHALL BE PVC SCHEDULE 40 111TH SOLVENT WELDED JOINTS, AND SHALL BE PURPLE. {D) PIPE SHALL BE MADE FROM NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TO THE ASTM RESIN SPECIFICATIONS "D1785'. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATIONS PS-21-70. (E) PVC SOLVENT-WELD FITTINGS SHALL BE SCHEDULE 40, 1-2, 11-1 NSF APPROVED CONFORMING TO ASTM TEST PROCEDURE 02466. (F) SOLVENT CEMENT AND PRIMER FOR PVC SOLVENT WELD PIPE AND FITTINGS SHALL WELD-ON' P-70 PRIMER & 711 MEDIUM SET GRAY CEMENT, OR APPROVED SUBSTITUTION. {G) ALL PVC PIPE MUST BEAR THE FOLLOWING MARKINGS. 1. MANUFACTURER'S NAME 2. NOMINAL PIPE SIZE 3. SCHEDULE OR CLASS 4. PRESSURE RA TING IN P.S.I. 5. NSF (NATIONAL SANITATION FOUNDATION) APPROVAL 6. DA TE OF EXTRUSION (H) ALL FITTINGS SHALL BEAR THE MANUFACJ\JRER'S NAME OF TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE I.P.S. SCHEDULE AND NSF SEAL OF APPROVAL A.C.P., 4" ANO ABOVE, SHALL HAVE THE WORDS "RECYCLED WATER' STENCILED IN 2-INCH GREEN LETTERS ON BOTH SIDES OF THE PIPE IN AT LEAST THREE PLACES IN A 13-FOOT SECTION OF PIPE {TOTAL OF SIX PLACES PER SECTION OF PIPE). ALL PIPE SHALL HAVE STENCILING APPEARING ON BOTH SIDES OF THE PIPE 111TH THE MARKING "RECYCLED WATER' IN 5/8" LETTERS REPEATED EVERY 12 INCHES. 2. PVC NON-PRESSURE LATERAL LINE PIPING (A) NON-PRESSURE BURIED LATERAL LINE PIPING SHALL BE PVC SCHEDULE 40 111TH SOLVENT-WELD JOINTS, AND SHALL BE PURPLE. (B) PIPE SHALL BE MADE FROM NSF APPROVED, TYPE 1, GRADE 11 PVC COMPOUND CONFORMING TO ASTM SPECIFICATIONS "01784". ALL PIPE MUST MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-22-70 111TH AN APPROPRIATE STANDARD DIMENSION RATIO. (C) EXCEPT AS NOTED IN PARAGRAPHS (A) AND (B) OF SECTION 2.01.A.1(A) AND (8), ALL REQUIREMENTS FOR NON-PRESSURE LATERAL LINE PIPE AND FITTINGS SHALL BE THE SAME AS FOR SOLVENT-WELD PRESSURE MAINLINE PIPE AND FITTINGS AS SET FORTH IN SECTION 2.01.A.1 OF THESE SPECIFICATIONS, (PRIMER NOT REQUIRED). ALL UNSIZED END RUN LATER LINES SHALL BE f PIPE. 3. BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. B. FITTINGS AND CONNECTIONS: 1. POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED 111TH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL. AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466. 2. BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. C. AU TOMA TIC CONTROL \\1RE: 1. ELECTRIC \\1RING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE PER IRRIGATION LEGEND. D. AUTOMATIC CONTROLLER: 1. CONTROLLER SHALL BE PROTECTED IN PLACE. E. CONTROL VAL YES: 1. REMOTE CONTROL VALVES SHALL BE OF ALL PLASTIC BODY. VALVE SHALL BE PROVIDED 111TH AN ADJUSTABLE FLOW CONTROL STEM AND SHALL BE OPERABLE MANUALLY \\1THOUT ELECTRICITY. F. VALVE BOX: 1. FOR REMOTE CONTROL VALVES 9-1/2' X 16" X 11" RECTANGULAR BOX MANUFACTURED BY CARSON INDUSTRIES #14129-128 111TH PURPLE BOLT 00\l<N COVER OR APPROVED EQUAL. 2. FOR BALL VALVE: 10" X 10'1/4" ROUND, CARSON INDUSTRIES #910-128 111TH PURPLE BOLT COVER OR APPROVED EQUAL EXTENSION SLEEVE TO BE PVC-6" MINIMUM SIZE. G. ANTI-DRAIN EXCESS FLOW VALVES: 1. ANTI-DRAIN EXCESS FLOW VALVES SHALL BE MAINTENANCE FREE AND CONSTRUCTED OF HEAVY DUTY TYPE I PVC 111TH STAINLESS STEEL AND NEOPRENE INTERNAL PARTS. VALVES SHALL BE ADJUSTABLE FROM 5 FEET TO 40 FEET OF HEAD AND SHALL PREVENT ALL LOW HEAD DRAINAGE QUICKLY AND POSITIVELY AFTER RVC SHUT-OFF. VALVES SHALL HAVE A FEMALE IPS THREADED INLET AND OUTLET AND BE OF THE SAME SIZE AS THE RISER. THE ANTI-DRAIN VALVES SHALL BE VALCON #ADV-X.S. OR APPROVED EQUAL. H. SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED EQUAL. I. QUICK COUPLER ASSEMBLY: 1. NON-POTABLE QUICK COUPLER VALVE: (A) QUICK COUPLER VALVE SHALL BE 1" SIZE: LOCKING CAP, RUBBER COVER 111TH NON-POTABLE WARNING LABEL 111TH ACME THREAD TYPE. (B) QUICK COUPLER KEY SHALL BE OF BRASS/BRONZE WITH A HOSE BIB ASSEMBLY. J. CHECK VALVES SHALL BE OF BRASS OR BRONZE, VERTICAL SPRING-LOADED AND SWING CHECK. K. BALL VALVES: 1. PRODUCT: 1" -2" SIZE (KING BROS. LO-TORQUE BALL VALVE MODELS LT. 1000-T THRU LT.2000-T) 2' -4" SIZE {KING BROS. BLOCK TRUE UNION BALL VALVE MODELS VALENCIA, CALIFORNIA, 91384 PHONE: {800)541-2672 OR (805)257-3262. L. CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. M. BACKFILL SHALL BE CLEAN FILL SOIL N. CONTRACTOR SHALL PROVIDE TO THE OWNER: 1. TWO (2) CONTROL VALVE KEYS. 2. TWO (2) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. 3. ONE (1) 48" TEE WRENCH FOR OPERATING GATE VALVES. 4. SIX (6) QUICK COUPLER KEYS AND SIX (6) HOSE BIB ASSEMBLIES. PART 3 -EXECUTION 3.01 GENERAL REQUIREMENTS: A. LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS. 8. INSTALL AND EXTEND SYSTEM AS SHOWN ON TIJE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. C. LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE rnE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. 3.02 INSTALLATION OF IRRIGATION SYSTEM: A. EXCAVATION AND BACKFILLING OF TRENCHES: 1. EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE 111TH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. 2. DEPTH OF TRENCH: POLYVINYL CHLORIDE PRESSURE LINE 30' MINIMUM (3 IN. OR LARGER) POLYVINYL CHLORIDE PRESSURE LINE 18" MINIMUM (2 1/2 IN. AND SMALLER) POLYVINYL CHLORIDE NON-PRESSURE LINE 12' MINIMUM 3. TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD: (A) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE. 4. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH IN DIAMETER, DEBRIS, AND UTTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL. 5. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. 6. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, 111TH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. 7. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. 8. INSTALLATION OF POLYVINYL CHLORIDE PIPE: 1. BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. C. D. 2. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USING, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. 3. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. 4. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. 5. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. 6. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. 7. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. 8. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HA VE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. 9. PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. 10. PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUF AClURER ONLY. 11. SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATION. 12. THRUST BLOCK SHALL BE INSTALLED AS PER CITY STANDARDS. INSTALLATION OF BRASS PIPE: 1. CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO MOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. 2. CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. REMOTE CONTROL WIRING: 1. DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE. 2. PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO E. REMOTE CONTROL VALVES: 1. INSTALL REMOTE CONTROL VALVES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. G. VALVE BOX: 1. INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. STENCIL VALVE NUMBER AND CONTROLLER LETTER ON UNDERSIDE OF VALVE BOX LID. H. SPRINKLER HEADS: 1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. 2. NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO. I. QUICK COUPLER ASSEMBLY: 1. INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. J. BALL VAL YES: 1. INSTALL WHERE SHOWN AS DETAILED. K. BACKFLOW PREVENTER: 1. BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORD WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. 2. EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE ARCHITECT. L. PRESSURE REGULATOR SHALL BE INSTALLED AS PER DRAWINGS AND DETAIL. vtRIFY FINAL LOCATION WITH ARCHITECT. M. INSTALLATION OF ANTI-DRAIN VALVES: ANTI-DRAIN VALVES SHALL BE INSTALLED IN THE RISER ASSEMBLIES OF ALL SPRINKLER HEADS THAT DO NOT HAVE MANUFACTURER INSTALLED ANTI-DRAIN DEVICES N. INSTALL QUICK COUPLERS AND REMOTE CONTROL VALVES ADJACENT TO WALKS AND CURBS IN SHRUB PLANTING AREAS. INSTALL QUICK COUPLES VALVES NO FURTHER AND 170' APART. 0. SLEEVING: 1. CROSSING OF ROADS 111TH IRRIGATION PIPE OR WIRING SHALL BE AVOIDED WHEREVER POSSIBlE,.IF .A CROSSING MUST 8LMAD£. SCHEDULEJlUFVC SI.EEl'ES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 30" BELOW FINISH GRADE. 2. IRRIGATION LINES UNDER OTHER ASPHALT CONCRETE OR PORTLAND CONCRETE IMPROVEMENTS (OTHER THAN ROADS) SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES AT A MINIMUM DEPTH OF 18" BELOW FINISHED GRADE. 3. SLEEVE SIZES FOR IRRIGATION LINES SHALL BE A MINIMUM OF TWO (2) TIMES THE SIZE OF THE LINE IT SERVES. SERVICE EACH VALVE IN SYSTEM WTIH TI-IE 1WO WIRES. PROVIDE 4-FOOT MINIMUM 4. CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHALL BE INSTALLED IN SEPARATE PVC SLEEVES AND {CORRESPONDING TO TYPE AND DEPTH AS SPECIFIED IN 0-1. AND 0-2. ABOVE. EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. 3.03 CLEAN-UP: 3. INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. A. AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND 4. CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: REMOVE UNS!GHTL Y DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ,ILL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. (1) STRIP OFF MINIMUM OF 2-1/2 INCHES OF INSULATION FROM EACH WIRE. (2) TWIST ON SCOTCHLOCK ELECTRICAL SPRING CONNECTOR, MINIMUM FOUR COMPLETE lURNS. (3) SEAL CONNECTOR IN EPOXY RESIN. ( 4) TAPE COMPLETED SPLICE WITH SCOTCH 33 ELECTRICAL TAPE. 5. NUMBERING AND TAGGING: IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUMBER OF CONNECTED VALVE. APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. ----f---·--- t---+-------t--------------------j-------t------i--~ -+--- "AS-BUILT " P.E. __ _ EXP. ___ _ REVIEWED BY: INSPECTOR RA\(}() LA CffiTA \.fl..LACE 3: RANID SANTA FI ffi & I.A ONA Al£ oo.s3/>D, CA 9:;ro:J D 1 fl'" i'.lA 1 ?"ffi APPROVED ('f,,_;(_,, ('.'.T. ~ Lat DATE DATE ! ' i ' . . I i' ! I I ', I ' \ \ / _.,..,,-_ , ___ ,,,,,,, , TC 2 ,. p 2 MINIMUM TREE SEPARATION DISTANCE IMPROVEMENT/ MINIMUM DISTANCE TO STREET TREE TRAFFIC SIGNALS (STOP SIGN) -20 FEET UNDERGROUND UTILITY LINES -5 FEET ABOVE GROUND UTILITY LINES -10 FEET DRIVEWAY (ENTRIES)-10 FEET INTERSECTIONS (INTERSECTING CURB LINES OF TWO STREETS) -25 FEET i,,., SCAPc . . EDt:; r; ate 7 /16/09 OF CAUt ' \u' ~ ~~ 10 5 0 10 20 5C,ALE, I" • 20'·0" liEBkAI 40 ----/ '\ I + \ \ J '\ ----PLANT MATERIAL LEGEND BOTANICAL NAME TREES EXISTING TREE TRl5TANIA WNFERTA RHU5 LANGEA J--::;;~::;---CASSIA LEPTOPHYLLA ♦ SHflJBS AIO VtE8 -::::::=~5------=-CIST1!S SALVIIFOLIU5 0 LANTANA C. 'GOLD COAST' 0 0 VIBURNUM 9JSPENSUM 60UGAINVILEA 'R05ENKA' ,$ LIGUSTRUM 'TEXANUM' @ PHORMIUM '5UNDOr-lNER' 0 PITT05PORUM T. 'r-lHLRS. Dr-lf.' @ SAL VIA LEUCANTI-IA @ STRELITZIA REGINAE VtE8 CY:::> DISTiCUS BIJCCINA T0RIA c ■ ~ FICUS PUMILA c ■ ~ PARTI-IENOCISSUS TRIC,USPIDATA <YIOlW COVERS COMMON NAME BRISEJANE BOX AFRIGAN SUMAC GOLD MEDALLION TREE JACARANDA SAGELEAF R0GKR0SE BUSH LANT ANA BOUGAINVILEA SANDANKr-lA VIEJURNUM TEXAS PRIVET NEY"l ZEALAND FLAX D>'IARF PITT0SP0RUM MEXIC,AN SAGE BIRD OF PARADISE BLOOD-RED TRUMPET VINE CREEPING FIG BOSTON IVY SIZE 24" BOX 24"BOX 24" BOX 24" BOX 5 GALLON 5 GALLON 5 GALLON 5 GALLON 5 GALLON 5 GALLON 5 GALLON 5 GALLON 5 GALLON 5 GALLON 5 GALLON 5 GALLON TOTAL OUANIJY 5 1 15 4 40 1q 51 2q 150 35 51 Ie, 50 44 1,/, 3 HEIGHT SPREAD REMARKS TO REMAIN, PROTECT IN PLAGE I0'-12' 41_51 UPRIGHT STANDARD TRUNK, FULL HEAD I STAKE I0'-121 41_51 UPRIGHT STANDARD TRUNK, FULL HEAD I STAKE Cl'-10' ~'-4' STRAIGHT TRUNK, FULL HEAD I STAKE 8'-1,1' 4'-5' STRAIGHT TRUNK, FULL HEAD I STAKE !2"-14" 8 11-I0" FULL AND BUSHY, GOOD C,0L0R !2"-14" 8 11-I0" FULL AND BUSHY, GOOD G0L0R 12"-14" 8 11-I0" FULL AND ElUSHY, GOOD G0LOR 12"-14" eij-10'1 FULL AND BUSHY, GOOD C,0LOR 12"-14" 811-IO" FULL AND EJUSHY, GOOD WL0R 12"-15" 12•-15' FULL AND EJUSHY, GOOD C,OLOR 12"-15" 12"-15" FULL AND BUSHY, GOOD WL0R 12"-1511 12•-15" FULL AND EJUSHY, GOOD WL0R 12"-15" 12"-15" FULL AND BUSHY, GOOD WL0R 2'-4' 8"-10" FULL AND BUSHY, GOOD WL0R 2'-4' 8"-10" FULL AND BUSHY, GOOD WL0R 2'-4' 8 1'-I0" FULL AND BUSHY, GOOD WL0R ~ ~L------- AGAPANTHUS 0RIENTALl5 ANIGOZANTI-IOS HYBRID R0SMARINUS 0. 'PR05TRAT1!5' LILY OF THE NILE KANGAROO PAH PROSTRATE ROSEMARY 5TAR JASMINE I GAL. I GAL. o 12" O.G. 8"-i2" 8"-!2" RILL AND BUSHY, GOOD WL0R @ 12" 0.C. 611-8" b"-8" RILL AND BUSHY, GOOD WL0R FLATS o 811 O.C,. r-lELL ROOTED, GOOD GOL0R V((( ())/}(((()))ff((J'------TRACHEL05PERMUM JASMIN0IDE5 I GAL. @ IE>" O.G. e"-12" RILL AND BUSHY, GOOD WL0R I·•·.·.· .·:-':0 .· .·.·.·. ·. ·-1 Dl5TICHLl5 5PICATA SALT GRASS I GAL. @12" o.c. 811-1211 b"-12" r-lELL ROOTED, GOOD G0L0R EXl5TIN<5 LAND5C-APE AREA PROTEC, T IN PLAC-E SEE APPROVED PLANS FOR THE RANGHO LA WSTA VILLAGE PLANS. CITY Dr-lG. NO. 3q3.3I ROOT BARRIER (BIO-BARRIER) PLANTING NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. CONTRACTOR SHALL HAVE A SOIL SAMPLE ANALYSIS COMPLETED BY A LICENSED AGRONOMIC LABORATORY PRIOR TO AND AFTER LEACHING OF SALTS AND PRIOR TO ANY PLANTING OF PLANT MATERIAL. PROVIDE A LIST OF THE PROPOSED PLANT MA TERI AL TO AGRONOMIST FOR ANALYSIS AND RECOMMENDATIONS TO BE SUBMITTED TO THE LANDSCAPE ARCHITECT AND THE CITY OF CARLSBAD. SOILS REPORT WILL BECOME PART OF APPROVED LANDSCAPE PLANS. ALL PLANT MATERIAL SHALL BE APPROVED AT THE PROJECT SITE BY THE OWNER'S REPRESENTATIVE PRIOR TO ANY PLANTING. ALL PLANT MATERIAL REJECTED BY THE OWNER'S REPRESENTATIVE PRIOR TO ANY PLANTING. ALL PLANT MATERIAL REJECTED BY THE OWNER'S REPRESENTATIVE SHALL BE REMOVED FROM THE PROJECT SITE AT NO ADDITIONAL COST. ALL PLACEMENT OF PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OF RECORD AND THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING. A MINIMUM OF 3" OF BARK MULCH IS REQUIRED ON ALL NON-TURF PLANTING AREAS LESS STEEP THAN 3: 1. ALL PLANT SIZES ARE MINIMUMS. SIZES ARE TYPICAL FOR EACH PLANT SPECIES. ALL PLANTS ARE TO BE FREE OF DISEASE AND SCARS, AND ARE HAVE GOOD COLOR, FULL HEADS AND GOOD CALIPER (15 GALLON -3/4" MINIMUM, 24" BOX -1 1/4" MINIMUM, 36" BOX -2" MINIMUM. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE FULLY WATERED IMMEDIATELY AFTER PLANTING. PRIOR TO PLANTING, ALL PLANTING AREAS SHALL BE FREE OF WEEDS, ROCKS AND DEBRIS. RAKE AND FINE GRADE ALL PLANTING AREAS PRIOR TO PLANTING. UPON COMPLETION OF PLANTING OPERATIONS AND BEFORE ANY SITE OBSERVATIONS, REMOVE ALL EXTRANEOUS MA TERI AL AND DEBRIS, AND BROOM AND WASH THE AREA CLEAN. ALL LANDSCAPE AND IRRIGATION ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF CARLSBAD'S LANDSCAPE MANUAL. 10. ALL LANDSCAPE INSTALLATION SHALL BE MAINTAINED IN ACCORDANCE WITH THE CITY OF CARLSBAD'S LANDSCAPE MANUAL. 11. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING PLANT MATERIAL UNLESS OTHERWISE NOTED. ANY EXISTING PLANT MATERIAL OR IRRIGATION SYSTEMS OTHERWISE NOTED. ANY EXISTING PLANT MATERIAL OR IRRIGATION SYSTEMS DAMAGED AS PART OF OR DUE TO CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNERS REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPL YING ALL PLANT MATERIAL AS SHOWN BY SYMBOLS SHOWN ON PLANS. THE QUANTITIES SHOWN ARE FOR REFERENCE ONLY. UNLESS OTHERWISE STATED WITHIN THESE BID ADDENDUM. P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE l-------~---l-----------+-----+------+------l---11 SH6EET I CITY OF CARLSBAD I SHgEETS I PLANNING DEPARTMENT ~==--==========='=== RPNJ-0 LA C03TA \lllA<E X R/NJ-0 ~TA FE AJ & I.A CCSTA A\f.. ~CA.92:ID P1'Iill Lrf £1tl.2:a3 _ JAMES P. BENEDETTI LANDSCAPE ARCHITECT PLANNING DATE 4403 MANCHESTER AVE. SUITE 201 ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DWN BY: __ _ DATE l'\IITIAL CHKD BY: __ _ CITY APPROVAL RVWD BY: PROJECT NO. SDP-05-15 DRAWING NO. 461-4L I • I f ""' ,, "' r,... '> ;, I .99' AAX EXISTING HARDSCAPE, CURB AND GUTTER OR EDGE OF PAVING ROOTBARRIER----, 12' LENGTH MIN. '-TREE TRUNK (/) (/) ':':l ct: 0 ·o NOTE: 1. ROOT BARRIER SHALL BE PLACED 2"-3" MAXIMUM FROM THE , TREE SIDE, EDGE OF THE HARDSCAPE. UNDER NO CIRCUMSTANCE SHALL BE ROOTBALL OF THE TREE BE WRAPPED WITH THE ROOTBARRIER. 2. ROOT BARRIER SHALL BE BIOBARRIER OR APPROVED EQUAL. G) ROOTBARRIER N.T.S. 0 SET ROOTBALL 1' ABOVE FINISH GRADE 0 MULCH 0 4' EARTH BERM ABOVE SHRUB ROOTBALL ,;;, PLANTING TABLETS AS \::,/ SPECIFIED 0 NEW FINISH GRADE AT SLOPE GRADED® BACKFILL MIX AS SPECIFIED TO A MAX. OF 1:1 NOTE: EROSION CONTROL FABRIC 0 NATIVE SLOPE GRADE SHALL BE INSTALLED ON lHIS SLOPE TO CONTROL EROSION \\1-IILE PLANTS ® NATIVE SOIL ESTABLISH. ® SLOPE SHRUB PLANTING N.T.S. ~ i"-, "> 1 1/8" x 1 3/4' HORIZONTAL RAILS TOP & BOTTOM 2" x 2"-x .125 POSTS @ 6'-0'.+ 0/C J/4' X J/4" X .050 VERTICAL PICKETS 7 ALUMI MFGR: /v,'\: ~-< ~' NUM FENCE /'\/1 I ~' EITE ( OR EQUAL ) ) • ' y I I I r -FOOTING / POST STYLE: COLOR: ® LIFEGUARD BLACK I L~ I L __ _j FENCE DETAIL DEPTH PER MFGR SPECS N.T.S. 9 CMU COLUMN 6" 12" MIN. 0 CINCH-TIES LENGTH AS REQUIRED 0 (2) LODGEPOLES FOR 15 GAL OR LARGER TREE (1) FOR 5 GAL TREE 0 SET ROOTBALL 2" ABOVE FINISH GRADE 0 MULCH ® 4" EARTH BERM (REMOVE AFTER TREE IS ESTABLISHED). NO BERM IN TURF GRASS AREAS. PROVIDE GRAY TREE GUARD MOWING PROTECTION AT TREES IN TURF. SUBMIT SAMPLE. ® FINISH GRADE (j) BACKFILL MIX AS SPECIFIED 6 >---~ 0 ATRIUM CAP. 2 Ill Ill~' m::: -.. II I 1! I i1_,.....__----aG) In 0 GRAVEL SUMP. ® ROOTBALL 0 SET ROOTBALL 1' ABOVE FINISH GRADE 0 MULCH (i) ® PLANTING TABLETS AS SPECIFIED ® BACKFILL MIX AS SPECIFIED EXISTING CURB AND GUTTER OR EDGE OF PAVING [U"sAc-L---tl~l TO O.C SPACING NOTE: SHRUB OR VINE '----0 ® PLANTING TABLETS AS SPECIFIED ® WIDTH AS SPECIFIED OR 2 X ROOTBALL WIDTH 0 4" PERFORATED PIPE WRAPPED 6' LONG W/FIL TER WRAPPED AROUND PIPE. 0 EXISTING SOIL. ® BACKFILL MIX (j) 3/4" DRAINAGE GRAVEL SUMP W/ FILTER FABRIC AT EDGE. 0 FINISH GRADE 0 NATIVE GRADE 1. ALL GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) PER O.C. SPACING NOTED ON PLANS. @ UNDISTURBED SOIL N.T.S. NOTE: INSTALL 1 PER 15 GALLON CONTAINER SIZE AND 2 PER 24" BOX OR GREATER CONTA1NER SIZE. N.T.S. 0 4' EARTH BERM (REMOVE AFTER SHRUB IS ESTABLISHED) N.T.S. TREE DOUBLE STAKING TREE SUMP DRAIN (ALL TREES) 4 SHRUB PLANTING N.T.S. @ GROUNDCOVER PLANTING 6" 4 >-~ / V V 8 0 SET ROOTBALL 1" ABOVE FINISH GRADE 0 MULCH 0 NEW FINISH GRADE AT SLOPE GRADED TO A MAX. OF 1: 1 NOTE: EROSION CONTROL FABRIC SHALL BE INSTALLED ON lHIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH. 0 4" EARlH BERM ABOVE SHRUB ROOTBALL ® PLANTING TABLETS AS SPECIFIED ® BACKFILL MIX AS SPECIFIED 0 NATIVE SLOPE GRADE ® NATIVE SOIL ® CINCH-TIES ' LENGTH AS REQUIRED @ (2) LODGEPOLES FOR 15 GAL OR LARGER TREE (1) FOR 5 GAL TREE SLOPE TREE PLANTING N.T.S. 16' SQ. . ',.. ... . .,,. ·····. " :, . .. ' . 3P . ' ' .---· ·' . . . . :, -· ~ .·. -~ ,,. ,,_. 1.. .'. ·t. --~\. ' '·'. . ,. . . •. : •, .. , .. -~ , .... ' .,_ .. . . . .. . ' ' ,, I FENCE = ,,---PRECAST WALL 19" SQUARE FLAT CAP W/ BULLNOSE 4 SIDES ( SIM. DETAIL 18 / SD-1.1 ) .,---8"x8"x8" SPLIT FACE CMU / ( TO MATCH CENTER ) AT APPROX. 0.C. DETAIL ALUMINUM FENCE PER DETAIL 19 / SD-1.1 t-lt,ft;: PF<oll/)£;. ::fo11V'itre GATi;S 'l-l/~X.0PFFP'@ er 0.MWD) ~A=SS -ib~W ~VEJ,.JWJ<.S -TWO Wli'rl-~ SH-T. .1 N.T.S. 1<EroRr ro, ;/I'll. :)::Jo ,JO!,jl,I DEER!< 1..AtlOSCAPlli':l ::i:;io :;: :l:Jl I lNllOSl~'/ ST M CCEANSIOE, CA 9~:,4 ;. ,. • .. ,. " ~'I~,,,. ·• .. U ... U·"!• -* • '. ~ <$ SOil Je~rr AND RECOMMENDATION REPORT su,;M,nm ~v "'"" ._,p llLA 8 t :;r.1}14 t: Lt: LADS' JlS '1£NTU1£ ORr;iE WE$1ERV!LtE. CJ,I'.) 43081 6H-l,e$,l!,l! H"~u;<.J['.!F _ _::-_-_-_-_""'}t"'J,"'";.v"'_!,""r'"'s""o"'J',_.A,.. .. ~"".~..,_1,,'""ys"'"•~ --~-:-c:. . _ c.i(i:()1..~ao_v Alu~$ ___ . _____ -:-~--...... ··.· . RE ~ui.r~£f_~"-'l!.~!'--~----·-~--- it -.:-:~~J~-~ --~ ,,. _ ~-~_,:_:-:we::. c,lt-•-P.: :t ·",~fr\a{=!~i--~ u~~ ~-=-"K_···--+r"_"l_-._'a ..... ~Ir:f?rij; __ .. , --~ : p;;~!:t ~:~-e_,~~~~t ~~~{:7~:= ~s 1 H,t 1. 2 l l< lil.a:i 017 l ❖'/3 19. t, ·' 1 2; SURPLUS HIOM • "~"~'"''"''-,,.-.. ·• If __ , _ _ !L .. " " LON " • .. • " • -· ORMAT!Cfl ru111t1tER l!fC ~·~•~=-•· . -·· ;;i;:;.·--r,cF<11 ... .. 1 .. . ---~ llME ~li,E IN n:1-1-•W\1~r •~ rl<O(;~N fRt'( a1111i . ,.:-,lJ .ijl)1/I YP~ ='"""""""""---!ORN. ll£0 1'$T. 1. 5 -2. () >1 I ..,,.,,.,~,.._ -· I .llLs::.i..!' ·-·······"··•·-► 11 ~---.. *•--'-'-"'''" '"''"'_, __ w,_se_o,•-• AGRONOMIC SOILS REPORT, PRE-GRADING FOR REFERENCE APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. ONLY "AS-BUILT " P.E. __ ~ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE i------i----i-------------+---+--+----1-~ m Cl~1LA£1[G £/}~~~~~~ w JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE. SUITE 201 ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 1---+----+--------------·----------t---t-----t----j DATE INITIAL DATE INITIAL DATE INiTIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL - RJ>I\0-0 LA C03TA \1UACE X RiNJ-() Sl'NTA FE ~ & LA OJ3TA A\£ ~CA.9XOJ APPROVED ft..;{.~ C1, ~kJt-i,,\!,,¢~ PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: SDP-05-15 461-4L -. i t ' SEC TION 02900 LAN DSCAPI~G -22 SEC TION 02900 LAN DSCAPING PAR 1.01 A. 1.02 A. 8. 1.03 A. 8. 1.04 A. 1.05 A. B. c. 1.06 A. B. 1.07 r 1 -GE~ERAL GENERAL CONDITIONS DRAWINGS AND GENERAL PROVIS:ONS OF CONTRACT, INCLUDING GENERAL AND SUPPLE"ENTARY CONDITiONS AND DIVISION 1 SPECIFICATION SECTIONS APPLY TO WORK OF THIS SECTION, A~D Ml.JST BE FULLY CONSIDERED IN CONNECTION T~EREWITH. SCOPE THE WCRK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN AND AS REQL.:IRED TO COMPLETE PROPERLY IHE CONTRACT. RELATED WORK: 1. EARTHWORK 2. IRRIGATION (SECTION 02200) (SECTION 02810) SUBMITTALS SEE REQU1REMENTS IN GENERAL CONDITIONS, AND SECTION 01340. CON IRACTOR SHALL SUBMI f A TYPEWRITTEN LIST WITH SPECIFICATIONS OF ALL FEASIBLE MATERIALS, INCLUDING SOIL AMENDMENTS, FERTILIZERS, PLANT MATERIALS, ETC., WITH QUANTITIES OF EACH. DEFINITIONS OF TERMS "PLANTING AREA" SHALL MEAN SODDED, PLANTED WITH GROUNDCOVERS. ALL AREAS TD BE SEEDED, TREES, SHRUBS, AND /OR GUARANTEES AND REPLACEMENTS PLANT MATER1ALS: PLANTS (15-GALLON SIZE AND LARGER) Sr'ALL BE GUARANTEED TO LIVE AND GROW IN HEALTHY CONDITION DURING THE AGREED UPON 90 DAY MAINTENANCE PERIOD OR UNTIL FINAL ACCEPTANCE (3.20 PART B). PLANT MATERIAL WILL CONTINUE TO BE GUARANTEED FOR ONE (1) YEAR. PLANT MA ~ERIAL S\,IALLER THAN 15-GALLON SIZE: SHALL BE GUARANTEED TO LIVE AND GROW IN VIGOROUS HEALTHY UPRIGHT CONDI !'ION FOR A MINIMUM OF ONE GROWING SEASON AFIER FINAL ACCEPTANCE OF WORK (EXCLUDING SEASONAL COLOR). REPLACEMENT: ALL PLANTS NOT HEALTHY AND IN VIGOROUS CROWING CONDITION AS DETERMINED BY THE LANDSCAPE ARChlTECT SHALL BE REPLACED IMMEDIATELY. PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED AT NO COSTS TO OWNER. VERIFICATION OF EXISTING CONDITIONS ALL SCALED DIMENSIONS ON THE DRAWINGS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, QUANTITIES, AND GRADE ELEVATIONS, AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. PRIOR TO THE EXCAVATION FDR PLANTING OR PLACING OF PLANT MATERIALS, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES AND OTHER IMPROVEMENTS, AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVE_ME_NTS. IN THE EVENT OF CONFLICT BETWEEN SUCH ,MPROVEMENTS ANO PLANT LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE Lfa.NDSCAPE ARCHITECT, AND ARRANGE\,IEN TS WILL BE MADE FOR ~ELOCA TION AS NECESSARY. FAILURE TO FOLLOW !HIS PROCEDURE PLACES UPON TIIE CONTRACTOR THE RESPONS BILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGE RESULTING FROM WORK AS HEREIN SPECIFIED AT HIS OWN EXPENSE. PROTECTION OF EXISTING IMPROVEMENTS DURING TIIE CONS IRUCT!ON AND \,IAINTE_NANCE PERIOD, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, DRAINAGE LINES, AND ALL OTIIER UNDERGROUND FACILITIES AND ALL PAVING, SJRUCTURES, FIXTLRES, AND EXISTING PLANTIt-,;GS. THE CON I RAC TOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGE TO SUCH .MPROVEMENTS AND SHALL C0\1PLETELY REPAIR OR REPLACE ThE SAME AT NO COST TO THE OWNER. 1.08 A. B. C. D. E. 1.09 A. 8. c. 1NSTRUCTIONS AND OBSERVATION ALL CHANGES AND DEVIATIONS TO THE PLANS AND SPECIFICATIONS BY THE LANDSCAPE ARCHITECT TO THE CONTRACTOR SHALL BE CONFIRMED IN WRITING. THE CONTRACTOR?S SUPERVISOR SHALL BE AVAILABLE ON CALL TO MAKE A JOINT OBSE.RVATION WITH THE OWNER?S REPRESENTATIVE OF fHE WORK. THE CONTRACTOR SHALL HAVE SUFF:CIENT WORK PERSONNEL AVAILABLE DURlt-,;G NORMAL WORKING HOURS TO CORRECT DEFICIENCIES IMMEDIA I ELY UPON REQUEST OF THE LANDSCAPE ARCHITECT. SUCH REPAIR OR RE- WORK SERVICES ARE TO BE PERFORMED WITHOUT INTERFERENCE OF REGULAR PROaECT SCHEDULE. PLANTS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AT THE PLACE OF GROWTH AND/OR UPON DELIVERY TO THE SITE FOR QUALITY, SIZE AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE R:GHT OF OBSERVATION AND REJECTION AT THE SITE DURING PROGRESS OF WORK FOR SIZE, CONDITION OF ROOT BALL, LATENT DEFECTS, OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE, l.JNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. SITE OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL NOTIFY lHE LANDSCAPE ARCHITECT OF A SITE OBSERVATION AT LEAST 48 HOURS IN ADVANCE OF AN OBSERVATION. AN OBSERVA rlON WILL BE MADE BY THE LANDSCAPE ARCHITECT DURING OFFICE WORKING HOURS ON EACH OF THE STEPS OR CONDITIONS LISTED BELOW. THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON SITE AT THE TIME OF EACH OBSERVATION. THE CONTRACTOR WILL NOT BE PERMITTED TO INITIATE THE SUCCEEDING STEP OF WORK UNTIL HE HAS RECEIVED APPROVAL TO PROCEED BY THE LANDSCAPE ARCHITECT. 1. PRE -CONSTRUCTION MEETING: IMMEDIATELY PRIOR TO THE COMMENCEMENT OF WORK OF THIS SECTION, CONTRACTOR SHALL RECEIVE APPROVAL OF MATERIALS AND EQUIPMENT TO BE USED, AND METHODS OF INSTALLATION. 2. INCORPORATION OF SOIL CONDITIO~ING AND FERTILIZING INTO THE SOIL: SOIL TESTS PERFORMED BY THE LICENSED LABORATORY SHALL BE SUBMITTED AND PAID FOR BY THE CONTRACTOR FOR AGRICULTURAL SUITABILITY AND APPROVED BY THE LANDSCAPE ARCHITECT ONCE ROUGH GRADING HAS BEEN C0\1PLETED, AND PRIOR TO ,NSTALLING ANY PLANT MATERIAL. 3. UPON THE COMPLETION OF FINISH GRADING AND MOW CURBS LAYOUT IN THE FIELD, BUT PRIOR TO MOW CURB INSTALLATION. 4. APPROVAL OF ALL PLANT MATERIAL QUALITY. 5. LAYOUT OF PLANT MATERIAL. 6. PRE-MAINTENANCE OBSERVATION: WHEN PLANTING AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS SEEN COMPLETED. ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF TIJE MAINTENANCE PERIOD. TH,S IS NOT A FINAL OBSE_RVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN Tf-<E CONTRACT DOCUMENTS FOR THIS PROJECT. 7. FINAL SITE OBSERVATION AT THE COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE GUARANTEE PERIOD. ACCEPTANCE: L.:PON COMPLETION OF Tr'E FINAL OBSERVATION AND THE WORK OF THIS SECT:ON, THE CON IRACTOR WILL BE NOTIFIED IN WRITING (1) WHETHEI< THE WORK IS ACCEPTABLE AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. SUSPENSION OF WORK THE LANDSCAPE ARCHITECT SHALL RECOMMEND TO THE OWNER ANY NECESSITY TO SUSPEND THE WORK WHOLLY, OR IN PART, FOR SUCH PERIOD OR PERIODS AS HE MAY DEEM NECESSARY DUE TO UNSUITABLE WEATHER, OR SUCH OTHER CONDITIONS AS ARE CONSIDERED UNFAVORABLE FOR THE REASONABLE PERFORMANCE OF THE WORK, OR FOR SUCH TIME AS IS NECESSARY DUE TO THE FAILURE ON THE PART OF IHE CONTRACTOR TO CARRY OUT ORDERS GIVEN OR TO PERFORM ANY OR ALL PROVISIONS OF THE CONTRACT. IF IT SHOULD BECOME NECESSARY TO STOP WORK FOR AN INDEFINITE PERIOD, T~E CONTRACTOR SHALL STORE ALL MATERIALS IN SUCH A MANNER THAT THEY WILL NOT BECOME AN OBSTRUCTION NOR BECOME DAMAGED IN ANY WAY, AND HE SHALL TAKE EVERY PRECAUTION TO PREVENT DAMAGE OR DETERIORATION OF THE WORK PERFORMED. THE CON IRACTOR SHALL COVER ALL OPEN EXCAVATIONS AND SHALL PROVIDE SUITABLE DRAINAGE BY OPE.NING DITCHES, PLANTING PITS, ETC., AND ERECT TEMPORARY STRUCTURES WHERE NECESSARY. GRADING, SOIL PREPARATION, AND PLANTING WORK SHALL BE PERFORMED ONLY DURING PERIODS WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH A LEVEL THAT WORKING IT WOULD DESTROY THE SOIL STRUCTURE, SPREAD,NG, GRADING AND TILLING OPERATIONS SHALL BE SUSPENDED LNTIL THE MOISTURE CONTENT REACHES ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE ATTAINABLE. 1.10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL A. THE LANDSCAPE ARCHITECT SHALL BE FURNISHED WITH DUPLICATE SIGNED, LEGIBLE COPIES OF CERTIFICATES AND/OR INVOICES STATING THE 8RAND, GRADE, AMOUNT AND QUANTITY OF EACH ITEM FOR ALL SOIL, FERTILIZERS, SOIL CONDITIONERS, PLANS AND OTHER MATERIALS. RECOMMENDATION SHALL BE \,!ADE BY THE LANDSCAPE ARCHITECT TO THE OW~ER TO STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED A~D REVIEWED BY THE LANDSCAPE ARCr'ITECT. B. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN ADVANCE WHEN ALL MATERIALS ARE TD BE DELIVERED AND THE MANNER OF SHIPMENT, AND SHALL FURNISH THEREWITH AN ITE\1IZED LIST, IN DUPLICATE, OF THE ACTUAL QUANTITY OF MATERIAL IN EACH DELIVERY, IN ORDER TO ENSURE SATISFACTORY COORDINATION OF DELIVERY, AND TO EXPEDITE THE REQUIRED INSPECTION AT THE POINT OF DELIVERY. THE ITEMIZED LIST, IN DUPLICATE, FOR EACH DELIVERY OF PLANT \,IATERIAL SHALL INCLUDE INVOICES CERTIFYING THAT SUBJECT MATERIAL HAS BEEN l~SPECTED AS REQUIRED BY Tl IE STATE AGRiCULTURAL CODE PRIOR TO ACCEPTANCE OR PLANTING. PARTICULAR CARE, l.,SING APPROVED EQUIPMENT, SHALL BE EXERCISED TO ENSURE SAFE LOADING, UNLOAD.NG, SHIPPING AND HANDLING FOR ALL PLANTINGS FROM SOURCE TD IN-PLACE LOCA flONS INDICATED ON THE DRAWINGS. 1.11 PLANT MATERIALS A. QUANTITIES FOR PLANT MATERIALS ARE SHOWN PER PLAN FOR CONVENIENCE ONLY AND NOT GUARANTEED. CONTRACTOR SHALL CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. 1.12 INVOICE OF MATERIALS A. UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE LANDSCAPE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL QUANTITIES OF EACH MATERIAL FURN,SHED AGAINST THE TOTAL AREA TO EACH OPERAT:ON. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. 8. AFTER INSTALLATION OF PLANT MATERIALS, GUT PRIOR TO THE PRE-MAIN TEN AN CE SITE OBSEl-<VA TION, THE LANDSCAPE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF IHE REQUIRED CERTIFICATES AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOL.:NTS HAVE NOT 8EEN FURNISHED, THE LANDSCAPE ARCr'ITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE Ml~IMUM REQUIREMENTS SPECIFIED. C. A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY, ALONG WITH SPECIFICATIONS OF EACH PRODUCT. AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE OWNER?S REPRESENTATIVE AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABOR A TORY SHALL BE BORNE BY THE CONTRACTOR. PART 2 -PRODUCTS 2.01 QUALITY A. ALL MATERIALS SHALL BE OF STANDARD, APPROVED, ANO FIRST GRADE QUALITY AND SHALL BE IN PRIME CONDITION WHEN !~STALLED AND ACCEPTED. ALL COMMERCIALLY PROCESSED AND/OR PACKAGED MATERIALS SHALL BE DELIVERED TD THE SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER?S GUARANTEED ANALYSIS. 2.02 SOIL AMENDMENT AND FERTILIZER A. SHALL BE A WOOD RESIDUAL PRODUCT DERIVED FROM THE BARK OF PINE, REDWOOD, WHITE FR AND RED FIR, OR CEDAR SHAVINGS. AMENDMENT UPON ANALYSIS CONTAIN AT LEAST 0.5% NITROGEN (ON A DRY WEIGHT GAS,S) WITH AN ASH CONTENT NOT TO EXCEED 10%. A COMMERCIAL GRADE PRODUCT SHALL BE USED. CONTRACTOR SHALL SUPPLY ARCHITECT OR H,S APPOINTED REPRESENTATIVE WITH A SAMPLE OF Tr'E PROPOSED AMENDMENT ACCOMPANIED BY LABORATORY ANALYTICAL ANALYSIS f ROM AN APPROVED LABORATORY ILLUSTRATING DEGREE OF COMPLIANCE. GUARANTEE WT./CU/YD. = +560# -820#, NITROGEN (ORGANIC OR AMMONIC) 0.5%. PH (LESS THAN) 6.8. SALINITY (ECO X 103 AT 250 C) = 2.5. ASH CONTENT NOT TO EXCEED 10%. IRON (FE) EXPRESSED AS METALLIC 0.08%. DENSITY - APPROX. 25 LB/CU/FT. ORGANIC MATTER = 85%. A NON- IONIC WETTING AGENT SHOULD BE USED. PROPERTIES: SCREEN ANALYSIS: % RETAINED ON STACKED SCREENS -1 MESH = 0.2%; 5 MESH = 36.6%; 8 MESH = 25.7%; 12 MESH - 30.7%; 32 MESH = 5.9%; REMAINDER 0.9%. SHALL BE WIL-GRO LIFE, FOREST HIJMUS, OR LOAMEX. OR APPROVED SUBSTITUTION. C. D. E. F. G. 2.03 A. Signature lt/ It n Date 9/30/10 J /. JAMES P. BENEDETTI LANDSCAPE ARCHITECT AGRICULTURAL GRADE GYPSUM -SHALL BE A (CA S04 -H20) CALCIUM SULFATE PRODUCT -94.3%. 90% SHALL PASS A 50 MESH SCREEN. CHEMICAL REACTION WILL REMOVE SODIUM ATTACHED TO SOIL PARTICLES. GYPSUM ALSO LOOSENS HEAVY CLAY SOILS THROUGH ELECTRO--CHEMICAL ACTION. CONTROL OF DUST DURING APPLICATION IS MANDATORY. SHALL BE U.S. GYPSUM, DDLMAR, SOF'N'SOIL, OR BANDINI, CR APPROVED SUGSTITUT:ON. SULPHUR (SOIL) -SHALL BE ELEMENTAL SULPHUR (99.5%) CO"MERCIALLY PREPARED SO THAT 46.9% PASSES A 50 MESH SCREEN. OR APPROVED SUBSTITUT!ON. IRON SULFATE -IRON SHALL BE EXPRESSED AS METALLIC - DERIVED FROM SULFATE -DEEP GREEN (FE S04 H20) A \,IINIMUM ANALYSIS OF 20.0% AND 98.3% RETAINED ON A 10 MESH SCREEN. SHALL BE WILSON & GEO. MEYER, WIL-GRO, OR BANDINI. OR APPROVED SUBSTITUTION. PRE-PLANT OR STARTER FERTILIZER SHALL BE A COVMERCIAL GRADE FLOWABLE FERTILIZER WITH -1% NITROGEN, 10% PHOSPHOROUS PENTIDXIDE AND 10% POTASSILM SULFATE. NO POTASSIUM CHI_ORIDE IS TO BE USED. ORGANIC NITROGEN SHALL BE FROM COTTONSEED MEAL AND UREA. PHOSPHATE AVAILABLE FROM SUPERPHOSPHATE AND COTTONSEED MEAL. POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL. SCREEN ANAi_ YSIS: % RETAINED ON STACKED SCREEN - APPROXIMATELY 8 -MESH 24.2%; 20 -"1ESH 75.2%; 48 - MESH 0.2%. AVAILABLE PERCENTAGE WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 1.0% MIN. 10.0% MIN. 10.0% MIN. SHALL BE WIL-GRO, BANDIN! OR KELLOGG. OR APPROVED SLBSTITUTION. ORGANIC SOIL ENHANCER A~D SOIL ACTIVATOR SHALL BE SARVON. POST PLANT FERTILIZER (MAINTENANCE): FERTILIZER (CO"MERCIAL) SHALL BE A COMB,NATION OF NATURAL ORGANIC A'JD INORGANIC GRANIJLAR FERTILIZERS, FREE-FLOWlt\G, SUITABLE FOR APPLICATION WITH APPROVED EQL,IP\,IENT AND SHALL CONTAIN Tl'E FOLLOWING MINIMUM AVAILABLE PERCENTAGE_S BY WEIGH r OF PLANT FOOD: NITROGEN A\1MONIAC SULFA TE REMAINDER OF ~ITROGEN PHOSPHOl,IC ACID POfASH IRON Z.NC MANGANESE CALCIUM 14.0% MIN. 4.0% MIN. 8. 75% WATERSOLUBLE 1.25% WATER INSOLl.iBLE 7.0% MIN. 3.0% MIN. 2.0% 0.15% 0.15% 2.0% ORGANIC NITROGEN IS DERIVED FROM UREA AND COTTONSEED MEAL. PHOSPHATE FROM SUPERPHOSPHATE AND COTTONSEED MEAL. POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL. NO POTASSIUM CHLORIDE JS TO BE USED. SULFUR FROM SULFATE OF AMMONIA. CALCIUM FROM SUPERPHOSPHATE, IRON FROM FERROUS SULPHATE A~O MIXED SULFIDES. Z,NC AND MANGANESE ARE EXPRESSED AS METALLIC AND IN THEIR ELEMENTAL FORM. SCREEN ANALYSIS: (% RETAINED) -APPROXIMATELY: 4 MESH = 1.3%; 8 MESH = 24.2%; 20 MESH = 74.0%; AND 48 MESH 0.05%. SHALL BE WIL-GRO FAIRWAY, BANDIN!, OR KELLOGG. OR APPROVED SUBSTITUTION. PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NII ROGEN 20.0% MIN. PHOSPIWRIC ACID 10.0% \,IIN. POTASH 5.0% MIN. SHALL BE AGRIFORM OR GRO-POWER. OR APPROVED SUBS fl TU I ION. PLANTING BACKFILL FOR TREES AND SHRUBS RATE OF APPUCATION IS FOR BIDD NG PURPOSES ONLY. SOIL JEST MAY REDUCE OR INCREASE TOfAL SOIL YARDAGE AMENDMENT AND CHEMICAL ADDITIVES. PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF TOPSOIL AND SOIL AMENDMENTS AT Tl'E FOLLOWING MIXTURES: SOIL AMENDMENT 1/2 C.Y. STOCK PILED SITE SOIL 1 /2 C. Y. GYPSUM 5 LBS. PER/CU/YD. OF MIX SULPHUR (SOIL) 1 LBS. PER/CU/YD. OF MIX 'RON SULFATE ) 1 LBS. PER/CU/YD. OF MIX PRE-PLANT (1-10-10 2.06 PLANT MATERIALS A. NOMENCLATURE: SCIENTIFIC AND COMMON NAMES OF PLANTS HEREIN SPECIFIED SIIALL CONFORM WITH THE APPROVED NAMES GIVEN IN "A CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA," PL.:BLISHED llY THE UNIVERSITY OF CALIFORNIA, COLLEGE OF AGRICULTURE, MANUAL 32 (1963). SEE LIST OF PLANT MA IERiAL ON DRAWINGS. B. LABELING: EACH GROUP OF PLANT MATERIALS DELIVERED ON SITE SHALL BE CLEARLY LABELED AS TD SPECIES AND VARIETY. HOWEVER, FINAL DETERMl~ATION OF PLANT SPECIES AND VARIETY WILL BE MADE BY THE LANDSCAPE ARCHITECT AND WHOSE DECISION WILL BE FINAL. ALL PATENTED PLANTS (CuLTIVAR) REQUIRED BY THE PLANT LIST SHALL BE DEL1VERED WITH A PROPER PLANT PATENT ATTACHED. C. QUALITY AND SIZE: ALL PLANTS SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM · DISEASES, NSECTS, INSECT EGGS, AND/OR EXCEED ThE "1EASUREMENTS SPECIFIED. D. CONTAINER STOCK: SHALL HAVE GROWN .N CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS IHAT HAVE CRACKED OR BROKEN BALLS OF EARTH WHEN TAKEN FROM THE CON fAINER SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. E. PRUNING: AT NO TIME SHALL THE PLANT MATERIALS BE PRLJNED, TR MMEO OR TOPPED PRIOR TO DELIVERY, AND ANY ALTERATION ON THE SITE OF THEIR SHAPE SHALL BE CONDUCTED ONLY WITH THE APPROVAL AND IN THE PRESENCE OF THE LANDSCAPE ARChlTECT. F. INSPECTION OF PLANT MATERIALS: REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHEN NECESSARY HE SHALL HAVE SECURfD PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS AT SITE. G. ON-SITE INSPECTION OF PLANT \,IATERIALS: PLANTS SHALL BE SUBJECT TO INSPECTION ANO APPROVAL OR REJECTION AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. H. REJECllON AND SUBSTITUTION: ALL PLANTS NOT CONFORMING TO fHE REQlJREMENTS l1EREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETl1ER IN PLACE OR NOT, SHALL BE MARKED AS REJECTE_D AND GE iMMEDIATEL Y REMOVED FROM THE Sil E OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT \,IA lERIALS. THE PLANT MA TE RIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLAN TS SHALL BE THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICAlE_D ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHTECT. I. RIGHT TO CHANGES: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE THE SPECIES, VARIETY AND/OR SIZES OF PLANT "1ATERIAL TO BE FURNISHED, PROVIDED THAT THE COST OF SUCH PLANT CHANGES DOES NOT EXCEED THE COST OF PLANTS IN THE ORIGINAL BID. THE CONTRACTOR SHALL BE NOTIFIED AND CONFIRMED IN WRITING PRIOR TO SIXTY (60) DAYS BEFORE THE PLANTING OPERATION HAS COMMEt\CEO. CHANGES IN Tf'E SIZE AND/OR VARIETY OF ANY PLANT TO BE FURNISHfD WHCH INVOLVES A REDUCTION OR ADDITION IN COST SHALL BE ADJUSTED IN THE CONTRACT COST. J. ROOT CONDITION: THE LANDSCAPE ARCH! IECT RESE_RVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FRO\,! SEED, AND IF FOUND DEFECTIVE, TO REJECT fHE PLANTS RE_PRESENTED BY THE DEFECTIVE SAMPLE. ~-PROTECTION: AI_L PLANTS AT ALL TIMES SHALL BE HANDLED AND STORED SO THAT THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, FROM WIND BURN, AND FROM ALL OTHER INJURY. ALL PLANTS DETERMINED GY Tiff OWNER?S REPRESENTATIVE TO GE WILTED, BURNED, OR DRIED OUT, MAY GE REJECTED, AND REMOVED FROM THE SITE. THE CONTRACTOR?S ON-SITE PLANT STORAGE AREA Sl1ALL BE APPROVED BY THE OWNER?S REPRESENTATIVE PRIOR TO THE DELIVERY OF ANY PLANT MATERIALS. " APPROVED FDR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS, "AS-BUILT PE. __ _ EXP .. ___ _ REVIEWED BY: INSPECTOR t-------+-+-----------+-----l---1--------l-----1 rsR!ITl CITY OF CAR LS BAD L___Q__J PLANNING DEPARTMENT ~ R.ANO-D LA ctsTA \Al.lACE S:: R!N)-() Sf\l\!TA FE ffi & lA <ISTA A\£ CAR_S310, CA 9XUl _______Bl>B::El_ CF FM 1'= APPROVED 11.,:-f',( 6t • !11~ PLANNING DATE DATE S' Date 7 /16/09 { )'~ ~,.,.,,, 11' OF CAL\ ,O"·, 4403 MANCHESTER AVE. SUITE 201 ENCINITAS, CA 92024- 760/479-0644 FAX 760/479-0645 DATE INITIAL DATE INITIAL OWN BY: ~---PROJECT NO. DRAWING NO. DATE INIT.AL CHKD BY: ___ _ REVISION DESCRIPTION SOP 05 15 461 4L ._ ______________________________ , __________________________________________ ,,,,,,,~L---------------------------..LE_N_G'_"_E_R,,O_F_w_o_R_< L...-------------------1~0:.;,TH~E:..:R~A:.;,P:.;,PR~O:.:VA~L-L,,::c:.:.,TY:..:AP:_:P~R:OV:A::..L -L=R=V=W=D=B=Y=: ===~==============::!:::::::::::::::::~ L. SHRUB AND TREE SAMPLES: TYPICAL SAMPLES, THREE EACH OF ALL VARIETIES AND SIZES (SHRUBS 5 GALLON AND U~DER, rREES 15 GALLON AND UNDER) OF ALL PLANT MATERIALS SHALL BE SUBMITTED FOR INSPECTION APPROVAL AT THE SITE A MINIMUM OF FIFTEEN DAYS PRIOR TO PLANTING OPERATIONS. APPROVED SAMPLES SHALL REMAIN ON THE SITE A~D SHALL BE MAINTAINED BY THE CONTRACTOR AS STANDARDS OF COMPARISON FOR PLANT fl1ATERIALS TO BE FURNISHED. SAMPLES WILL BE INCORPORA 1 ED INTO THE WORK. 2.07 GROUNDCOVER A. GROUts.DCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTINGS GROWN IN FLATS. 2.10 PLANTER MULCH A. PLANTER MULCH SHALL BE SHREDDED FIR TREE BARK. SHALL RANGE IN SIZE FROM 1/2-INCH TO 3/4-INCH . .3-INCH COVER MIN. 2.11 STAKING MA TERI AL A. TREE GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL MINIMUM GAUGE NO. 12 AND ANCHOR TO APPROPRIATE DEAD MAN. WIRE LOOPS AT BRANCHES SHALL BE COVERED BY 2-PL Y REINFORCED RUBBER 1/4" IN DIAMETER. GUY WIRES SHALL BE FLAGGED WITH 1 /8-INCH DIAMETER X 4" -0" LENGTH SURGICAL TUBING. TREE TIES SHALL BE V.I.T. CINCH-TIE AVAILABLE FROM V.I.T. COMPANY, (714) 891-8338. 2.13 PRE-EMERGENT HERBICIDE A. PRE-EMERGENT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR. 2.14 WEED CONTACT HERBICIDE A. WEED CONTACT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR. PART 3 -EXECUTION 3.01 INSPECTION A. EXAMINE PROPOSED PLANTING AREAS AND CONDITIONS OF INSTALLATION. DO NOT START PLANTING WORK UNTIL ~NSATISFACTORY CONDITIONS ARE CORRECTED. 3.02 PREPARATION A. GENERAL: THE AREAS TO RECEIVE TREES, SHRUBS, GROUNDCOVER AND HYDROSEED PLANTINGS AND THEIR RESPECTIVE REQU:REMENTS FOR IMPOl~TED TOPSOIL, FERTILIZING , SOIL CONDITIONING, AND OTHER TREATMENT SHALL BE AS DEFINED ON THE DRAW,NGS. EQUIPMENT NECESSARY FOR PREPARATION OF THE GROUND SURFACE AND FOR HANDLING AND PLACING ALL REQUIRED MATERIAL SHALL BE ON HAND IN GOOD WORKING CONDITION. WORK SHALL BE PERFORMED ONLY DURING PERIODS WHEN BENEFICIAL RESULTS CAN BE OBTAINED. B. CLEARING AND GRUBBING: PRIOR TO RIPPING AND TILLAGE OPERATIONS, ALL VEGETATION IN THE AREA TO BE PLANlED SHALL BE GRUBBED, RAKED, AND CLEARED FROM THE SITE. THE GROUND SURFACE SHALL BE CLEARED OF ALL MATE.RIAL WHICH HAS ACCUMULATED DURING CONSTRUCTION AND ALL MATERIAL WHICH MIGHT H,NDER PROPER GRADING, TILLAGE, PLANTING AND SUBSEQUENT MANTENANCE OPERATION. ALL GRUBBED MATERIALS AND DEBRIS SHALL BE LAWFULLY DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT HIS COST. C. OBSTRUCTION BELOW GROUND: ALL SUBSURFACE ROCKS OVER 2" IN DIAMETER AND OTHER LJNDERGRO~ND OBSTRUCTIONS SHALL BE REMOVED TO THE DEPTH NECESSARY TO PERMIT PROPER FINE GRADING, TILLING, OR PLANTING ACCORDING TO PLANS AND SPECIFICATIONS. ALL ABANDONED UTILITY Ll~ES UNCOVERED OR SEVERED SHALL BE CUT BELOW GRADE AND CAPPED OR PLUGGED WITH CONCRETE. EXPLOSIVES SHALL NOT BE USED FOR REMOVAL. WHEN Tiff LOCATION OF UTILITY LINES IS SHOWN ON THE PLANS OR HAS BEEN MADE KNOWN TO THE CONTRACTOR, ALL DAMAGE TO THESE LINES SHALL BE REPAIRED BY THE CONTRACTOR IN A MANNER APPROVED BY THE LANDSCAPE ARCHITECT AND AFFECTED UTILITY. D OE.EP RIPPING: ALL AREAS (INCLUDING SLOPES) TO RECEIVE GROUNDCOVER, SHRUBS, AND HYDROSEEDING SHALL BE DEEP RPPED ANO LOOSENED TO A DEPTH OF TWELVE (12) INCHES IN ALL DIRECTIONS. 3.03 SOIL AMENDMENTS, FERTILIZING AND ROTOTILLING A. RATE OF APPLICATION IS FOR BIDO:NG PURPOSES ONLY. S01L TEST MAY REDUCE OR INCREASE TOTAL SOIL AMENDMENT YARDAGE. ADJUSTMENTS (PLUS OR MINUS) MAY BE NECESSARY. CONTRACTOR SHALL OBTAIN AT LEAST TWO SOIL TESTS OF ROUGH GRADE AT SITE ANO SUBMIT RESI.JLTS TO THE LANDSCAPE ARCHITECT FOR INTERPRETATION AND RECOMME~DATION. B. AFTER THE AREAS HAVE BEEN DEEP RIPPED, THE FOLLOWING RATES OF SOIL AMENDMENT MATERIALS SHALL GE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMuM OF TWO AL TERNA TING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL. SOIL AMENDMENT: 6 CUBIC YARDS PER 1,000 SQ. FT. TO A DEPTH OF 8". GYPSUM: 120 LBS. PER 1,000 SQ. FT. SOIL SULPHUR: 10 LBS. PER 1,000 SQ. FT. IRON SULFA TE: 10 LBS. PER 1,000 SQ. FT. FERTILIZER (COMMERCIAL) 1-10-10 SHALL BE APPLIED AT THE RATE OF 30 POGNOS PER THOUSAND SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. C. THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF THE SOIL AMENDMENTS SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT. SLOPES 2: 1 AND STEEPER OR AS PER THE DRAWINGS OMIT SOIL CONDIT:ONER APPLICATION AND TILLING. D. DEEP WATER LEACHING A~D SOIL TESTING: DEEP WATER I_EACHING SHALL BE COMPETED AS RECOMMENDED BY A CERTIFIED AGRONIMIC LABORATORY. THE FOLLOWING PROCESS FOR DEEP WATER LEACHING IS FOR B;ODING PURPOSES ONLY. ITEM NUMBER THREE (3.) SHALL BE PERFORMED AS STATED BELOW. 1. AFTER THE TILLING OPERATION, T~E AREA SHALL BE DEEP WATER LEACHED THREE (3) TIMES OVER A FIVE (5) DAY PERIOD. APPLY 1/2" WATER AT EACH APPLICATION. WAIT ONE (1) DAY BETWEEN APPLICATIONS. 2. ONE DAY AFTER FINAL APPLICATION OF WATER, THE SOIL SHALL BE TESTED FOR CONTENT OF SOLUBLE SALTS (ELECTRICAL CONDUCTIVITY E.C.). OWNER'S REPRESENTATIVE AND CONTRACTOR SHALL TAKE SEVERAL SOIL SAMPLES AND DELIVER THE SAMPLES TO A LABORATORY FOR TESTING OF SOLUBLE SAL TS. E.C. TEST READING SHALL NOT BE ABOVE 2.0, THE SOIL AMENDING, TILLING AND DEEP WATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2.0 3. IF _;;OIL TEST READING FOR A PARTICULAR AREA TESTED IS ABOVE 2.0, THE SOIL AMENDING, TILLING AND DEEP WATERl~G PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2.0 E. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR SLOUGHING OF SOILS. F. ALL DEPRESSIONS, VOIDS, EROSION SCARS AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH AMENDED so L AND BROUGHT ro FINISH GRADE. G. APPLY NAIAD WETTING AGENT 4 OZ. PER 1,000 S.F. AT THE FIRST SPRAY OF SOIL AMENDMENTS. 3.04 FINISH GRADING A. FINISH GRADES SHALL BE AS INDICATED ON GRADING PLAN. B. FI~ISl1 GRADES SHALL BE MEASURED AFTER THE GROUND HAS BE.EN WA ffRED-IN AND MECHANICALLY COMPACTED AND SETTLED. THE FINAL GRADE SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICA fED ON THE CIVIL ENG1NEER'S DRAWING. C. EASE TOP AND TOE OF ALL EXISTING SLOPES. D. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOT'LLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. E. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING HIS GRADING AND CONDITIONING OPERATIONS. F. FINAL FIHSH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE o:~AINAGE AWAY FROM BUILD NGS, WALLS, OVER MOW CURBS, AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. G. FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL 8E ALLOWED TO BEGIN. H. PLANT,NG SURFACES SHALL BE GRADED WITH NO LESS THAN 2 PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE. I. ALL ROCK AND DEBRIS SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE IN ACCORDANCE WITH THE FOLLOW NG CRITERIA, 1" DIA. IN LAWN AREAS, 2" DIA. IN SHRUB AREA, 2" DIA. IN HYDROSEED AREAS. J. FINISH GRADE SHALL BE 2" BELCW FINISH PAVING SURFACE IN SHRUB AREAS. 3.05 PLANTING INSTALLATION A. TIMING: ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH LOCALLY ACCEPTABLE PRACTICE. B. LAYOUT OF TREES: ALL TREES (24" BOX SIZE AND LARGER) SHALL BE PLACED IN THE LANDSCAPE PER THE DIRECTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF ;RRIGATION SYSTEM. THE TREES SHALL THEN BE MOVED SO THAT PLANTING HOLES CAN BE EXCAVATED AND AMENDED. THE TREES SHALL THEN BE INSTALLED IN THEIR RESPECTIVE HOES AND POSITIONED IN THE HOLES PER DIRECTION OF THE LANDSCAPE ARCHITECT. C. LAYOUT PLANTING: LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. ALL CONTAINER PLANTS SHALL BE SET BY THE CONTRACfOR IN [HEIR FINAL LOCATION IN THEIR RESPECTIVE CONTAINERS P:~IOR TO DIGGING HOLES AND/OR PLANTING. ALL PLANT LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND UTILITY LINES. D. BACKFILL FOR TREES AND SHRUBS: SHALL 8E AS SPECFIED IN SECTION 2.03. IF ARTIFICIAL DRAINAGE IS REQUESTED, THEN DRA,NS SHALL BE INSTALLED FIRST, THEN BACKFILLED WITH SOIL. E. DISPOSAL OF EXCESS SOIL AND DEBRIS: ALL EXCESS EXCAVATED SUBSOIL, ROCKS AND DEBRIS SHALL BE LEGALLY DISPOSED OF OFF THE SITE BY Tl IE CONTRACTOR AT HIS COST OR UTILIZED ON THE SITE AS DIRECTED BY AND AT THE OPTION OF THE LANDSCAPE ARCHITECT. 3.06 PLANTING TREES, Sr.RUBS AND VINES A. SOIL MOISTURE LEVEL PRIOR TO PLANTING SHALL BE NO LESS THAN HORTICULTURALLY ACCEPTABLE. THE CONTRACTOR SHALL REQUEST APPROVAL OF MOISTURE, AND IF FOUND TO BE INSUFFICIENT FOR PLANTING, THE PLANTING PITS SHALL BF FILLED WITH WATER AND ALLOWED TO DRAIN BEFORE STARTING ANY PLANTING OPERATIONS. B. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURF ACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE IN ALL CASES LARGE ENOUGH TO PERMIT HA~DLII\G AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. C. EXCAVATION SHALL INCLUDE THE STRIPPII\G AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, Pl TS AND BEDS. D. PLANTS SHALL BE REMOVED FROM CONTAINERS IN SUCH A MANNER TliAT THE GALL OF EARTH SGRROUNDING THE ROOlS IS NOT BROKEN, AND THEY SHALL BE PLANTED AND WATERED IMMEOIATEL Y AFTER THE REMOVAL FROM Tl-IE CONTAINERS. E. THE PLAN TS SHALL BE PLAN TED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED AMENDME.N TS AND SOIL PLANTING BACKFILL. F. BACKf ILL SHALL BE PLACED AT THE BOTTOM OF EACl1 HOLE AND THOROUGHLY WATERED AND COMPACTED TO A DEPTli SO THAT WHEN A PLANT IS PLACED IN THE HOLE, I TS ROOT CROWN IS SLIGHTLY ABOVE THE ESTABLISHED FINAL GRADE, AND ~NLESS OTHERWISE NOTED SHALL BE RAISED OR REPLACED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. G. PLANTl~G TABLETS SHALL BE PLACED IN EACH PLANTlrsG HOLE AT THE FOLLOWING RATES AND PER THE MAN~FACTURER'S RECOMMEND A llONS.; 1 -5 GRAM TABLET PER INDIVIDUAL LINER AND FLAT SIZE PLANT. 1 -21 GRAM TABLET PER GALLON CONTAINER. 3 -21 GRAM TABLETS PER 5 GALLON CONTAINER. 4 -21 GRAM TABLET PER 15 GALLON CONTAINER. 1 -21 GRAM TABLET PER EACH 4 INCH BOX SIZE. RANDOM TESTING TO VERIFY PLANTING TABLET INSTALLATION SHALL BE CONDUCTED BY THE OWNER'S REPRESENTATIVE. H. NO PLANT WILL BE ACCEPTED IF Tr,E ROOTBALL IS BROKEN OR CRACKED, EITl1ER BEFORE, DLJRl~G. OR AFTER THE PROCESS OF INSTALLATION. I. ALL PLANTS SHALL BE THOROUCHL Y WATERED TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. i<. GUYING: ALL TREES AND OlHER PLANTS INDICATED ON THE PLANS SHALL BE GUYED AS DETAILED. L. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQU:RED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS AND VINES. M. PRUNING AFTER PLANTING SIIALL BE REQUIRED ON ALL TREES, SHRUBS, At-,D V.NES WHEN NECESSARY TO PROVIDE rHE SPECIF,ED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. CUlS OVER 3/4-INCH IN DIAMETER SHALL BE PAINTED WITH AN APPROVED TREE SEALANT. N. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED. 3.07 PLANTING GROUNDCOVER A. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON l~E PLANS AND SHALL BE FREE OF SURFACE ROCK OVER 2" IN DIAMETER AND DEBRIS. G. IF THE TOP FOUR (4) INCHES OF SOL IN THE AREA TO BE PLANTED IN GROUNDCOVER IS NOT SUFFICIENTLY MOIST (HOR IICULTURALLY ACCEPTABLE STANDARDS), THE AREA SHALL BE THOROUGHLY IRRIGATED AND NO LESS THAN TWELVE HOURS SHALL PASS BE.FORE PLAN TING. C. GROUNDCOVER PLANTS SHALL BE GROWN IN FLATS. VARIETY INDICATED ON THE PLANT LIST. FLAT GROWN PLANTS (ROD [ED CUTTINGS) SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. THE FLATS SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT IT WILL NOT FALL APART WHEN LIFTING THE PLANTS. PLANTS SHALL BE PROTECTED AT Al~L Tlf/ES TO PREVENT DRYING OF THE ROOT BALL. D. GROUNDCOVERS SHALL BE PLANTED IN STAGGERED, RANDOM ROWS ANO EVENLY SPACED UNLESS OTHERWISE NOTED AND AT INTERVALS CALLED OUT IN THE DRAWINGS. E. THE SIZE OF PLANTl~G EXCAVATiON FOR GROUNDCOVER SHALL BE AT LEAST TWICE THE OEP TH OF TI-IE ROOT BALL. F. EACH PLANT SHALL BE PLANTED IN A MANNER IHAT WILL ENSURE MIN1MUM DISTURBANCE OF THE ROOT SYSTEM, BUT IN NO CASE SHALL THIS DEPTH BE LESS Tl-lAN TWO NODES. EACH GROUNDCOVER PLANT SHALL BE PLANTED WITH ONE 5 GRAM PLANTING TABLET INCORPORATED INTO THE ROOT ZONE. PLANTING AREA SHALL 8E HAND-SMOOTHED AFTER PLAN IING TO PROVIDE AN EVEN AND SMOOTH FINAL FINISHED GRADE. TO AVOID DRYING OUT GROUNDCOVER, PLANTS MUST BE IRRIGATED AFTER PLANTING. THIS MAY BE DONE MANUALLY OR BY USING THE INSTALLED IRRIGATION SYSTEM. REPEATED APPLICATIONS MAY BE REQU RED, ESPECIALLY ON A SLOPING SITE. THIS NITIAL IRRIGATION SHALL CONTINUE UNTIL A ZONE AT LEAST TWICE THE DEPTH OF EACH HOLE IS THOROUGHLY 1,/,0ISTENED. 3.10 POST FERTILIZATION A. TREES -POST FERTILIZATION SHALL OCCUR AT I 00 DAY INTERVALS AFTER PLANTING. BORE HOLES AROUND DRIPLINE (VARIOUS DEPTHS) AND APPLY FERTILIZER AT THE RATE OF 1 LB. PER 1" CALIPER IN HOLES. FERTILIZER SHALL BE WIL- GRO 14-7-3. B. SHRUBS -POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 1 TEASPOON PER EACH I GALLON PLANT AND 1 TABLESPOON PER 5 GALLON PLANT. FERTILIZER SHALL BE (14-7-3) WIL-GRO OR APPROVED EQUAL. C. GROUNDCOVER AND LAWN AREAS -POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT Tiff RATE OF 7 LBS/1,000 S.F. FERTILIZER SHALL BE (14-7- 3) WIL-GRO OR APPROVED EQUAL. D. ALL PLANTED AREAS SHALL RECE.IVE NAIAD WETT;NG AGENT, 4 OZ. PER 1,000 S.F. 45 DAYS AFTER THE STAR f OF THE MAINTENANCE PERIOD. 3.11 GE~ERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. GENERAL: MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL BE KEPT IN A HEALTHY, GROWING CO~OITION BY WATERING, FERTILIZ,NG, PRUNING, SPRAYING, WEED,NG AND ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE. ALL AREAS SHALL BE KEPT FREE OF WEEDS AND NOXIOUS GRASSES AND CLEAN AND FREE OF ROCKS, CLODS, AND DEBRIS. ALL PAVING AND WALKS SHALL BE KEPT CLEAR, CLEAN AND WASHED DOWN. B. ESTABLISHMENT PERIOD: TREES, SHRUBS, V,NES AND GROUND COVERS -THE ESTABLISHMENT PERIOD SHALL BEGIN ON THE DATE THAT THE CONTRACTING OFFICER INSPECTS ANO GIVES WRITTEN PROV1SIONAL ACCEPTANCE OF THE WORK AND SHALL BE NINETY (90) CALENDAR DAYS. THE ESTABLISHMENT PERIOD MAY BE EXTENDED OR SHORTEt--ED AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. C. MAINTENANCE OPERATIONS: PLANTS SHALL BE KEPT IN A HEALTHY, GROW1NG CONDITION BY WATERING, PRUNING, MOWING, RESEEDING, ROLLING, RESODDING, TRIMMING, EDG1NG, FERTILIZING, RESTAKING, PEST CONTROL, SPRAYING, WEEDING ANO ALL OTHER NECESSARY OPERATIONS OF MAl'ITENANCE. PLANTING BEDS SHALL BE KEPT FREE OF WEEDS, GRASS AND OTHER UNDESIRED VEGETATIVE GROWTH, AND LAWN AREAS SHALL BE KEPT FREE FRO'A ALL WEEDS. OURII\G THE SPECIFIED MAINTENANCE PERIOD, ALL PLANTS Tl'AT ARE DEAD OR SEVERELY DISTRESSED SHALL BE REPLACED IMMEDIATELY. ALL SEASONAL COLOR, ANNUALS OR PERENNIALS SHALL BE MAINTAINED IN A VIGOROUS, HEALTHY CONDITION THROUGH THE MAINTENANCE PERIOD. D. EXTENDED MAINTENANCE: WHEN, IN THE OPINION OF THE LANDSCAPE ARCHITECT, THERE IS IMPROPER MAINTENANCE, POOR OR UNHEALTHY CONDITION OF PLANT MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO ADDIT,ONAL COST TO ThE CONTRACf UNTIL ALL fHE WORK IS ACCEPfABLE. E. PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION OF ALL PLANTING AREAS AGAINST TRAFFIC OR OTHER USE BY ERECT,NG FEIKING OR OTHER ACCEPTABLE MEANS IMMEOIATEL Y AFTER THE PLANTING IS COMPLETED. WARNING SIGNS AND BARRICADES SHALL BE PLACED IN VARIOUS HIGH-TRAFFIC AREAS. DAMAGED AREAS SHALL BE REPAIRED ,MMEDIATEL Y BY THE CONTRACTOR. F. WEEDING AND CUL Tl VA TING: ALL IREE, SHRUB, GROL:NDCOVER AND HYOROSEEDED AREAS SHALL BE KEPT FREE OF DEBRIS ANO WEEDS. GROUNDCOVER ANO SHRUB AREAS SHALL BE KEPT FREE OF DEBRIS AND WEEDS. GROUNDCOVER AND SHRUB AREAS SHALL BE CULTIVATED AT INTERVALS OF NOT MORE THAN FOURTEEN (14) DAYS MINIMUM. G. REPLACEMENT: DURING THE MAINTENANCE PERIOD, PLANTS WHICH DIE OR WHICH ARE IN AN UNHEALTHY OR BADLY IMPA,RED CONDITION SHALL BE REPLACED BY THE CONTRACTOR WITHIN FOURTEEN (14) DAYS AFTER UNSATISFACTORY CONDITION IS EVIDENT. NO REPLACEMENT OF PLANTINGS SHALL BE MADE IN ANY SEASON DEFINITELY UNFAVORABLE FOR PLANTING. AT THE CONCLUSION OF THE MAINTENANCE PERIOD, THE LANDSCAPE ARCHITECT WILL MAKE AN INSPECTION OF THE WORK TO DETERl,/INE THE CONDITION OF ALL PLANTS. ALL cNHEAL THY PLANTS SHALL BE REMOVED FROM THE SITE AND REPLACED WITH PLANTS OF T~E SAME KINDS AND SIZES AS ORICINAI_L Y SPECIFIED. SUCH REPLACEMENT SHALL BE MADE IN THE SAME MANNER AS SPECIFIED FOR THE ORIGINAL PLANTING AND AT NO EXTRA COST TO THE OWNER. H. ACCEPTANCE: AT THE CONCLUSION OF IHE MAINTENANCE PERIOD, AN INSPEC IION SHALL 8E MADE BY THE LANDSCAPE ARCHITECT, UPON WRITTEN NOTiCE REQUESTING INSPECTION BEFORE ACCEPTANCE. MAINTENANCE PERIOD SHALL CONTINL:E UNTIL ALL DEFICIENCIES ARE CORRECTEO. * * * * * APPROVED FOR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT " P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE I SHgEET I _CITY OF CARLSBAD l----+----+-----------------+----+--+----1-----l Pu'.NNING DEPARTMENT JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE. SUITE 201 ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 1----+---+-------------------+---+l-----+---+----l ------ ------------t---+---,---f---< DATE INITIAL DAT£ INITIAL DATE INITIAL E'\JGINFFR OF WORK REVISION DESCRIPTION OTHER A?PROVAL CITY APPROVAL R6i\O-O LA CD3TA \,!LI.ACE X RAf\0-0 S<INTA FE R) & LA <XETA Al£ CIR.!B"D, CA gxm PPITTL lff£MJ.Z:ffi APPROVED PLAN~ING OWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVWD BY: SDP-05-15 DATE DRAWING NO. 461-4L i