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HomeMy WebLinkAboutDWG 403-6L; CT 00-02; CALAVERA HILLS II VILLAGE L2; 01-16GENERAL NOTES RECYCLED WATER NOTES RECYCLED WATER SYSTEM (PRIVATE) 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH TH£ CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER, 1993. 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY BY RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES BBO'S, PLAYGROUNDS, SAND TDT LOTS, ETC. CALAVERA HILLS II 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL, TO THE BEST EXTENT POSSIBLE, PONDING RUNOFF, OVERSPRAY AND MISTING 4. HOSE BIBS AR£ STRICTLY PROHIBITED. 5. ON-SIT£ CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIP£ MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. All ON-SITE PIPES SHALL HAVE WARNING TAP£ PER CARLSBAD MUNICIPAL WA1E"R DISTRICT'S RULES AND REGULA T/ONS. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY AR£ EASILY VISIBLE. PLACE * l'l. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 9; 00 P.M. ANO B: 00 ON B-1/2" X 11• SIZED SIGN. THE HOURS FOR /RR/GA TION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AU THOR/TY. /RR/GA TION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGN A TEO USER SUPERVISOR. /RR/GA T/ON WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SH All BE BETWEEN THE HOURS OF 9: 00 P.M AND B: 00 A.M. 9. BURIAL OF All WIRING ANO PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. 10, NON-OESIGNA TED USE AREAS SHALL BE PROTECTED FROM CONTACT FROM RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPL/CATION, THROUGH /RR/GA TION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERA TTON, IS STRfCTL Y PROHIBIT£0. 11. /RR/GA TION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVERSPRA YING ON SIDEWALKS, STREET, ANO NON-OESIGNA TEO US£ AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE FOR THE USE ON RECYCLED WATER. DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS). 13. METERS SHALL BE SIZED BY TH£ CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED (PURPLE) PER AWWA GUIDELINES AND STECTION 118815 OF TH£ CALIFORNIA HEALTH AND SAFETY CODE. 15. All IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING "NON-POTABLE OR RECYCLED WATER", COLOR CODED PURPLE AND LAID WITH WARNING TAP£ ANO STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 16. WHEN A POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 POOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECYCLED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. COLOR; PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES POR R£C YCLEO WATER USE A. /RR/GA TE BETWEEN THE HOURS OF 10: 00 P.M. ANO 6: 00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALl Y WITH OUALIFIEO SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNA TTENOED DURING USE OUTSIDE THE NORMAL SCHEDULE. B. C. 0. F. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFP, POOLING, AND PONDING. THE APPLICATION RA TE SHALL NOT EXCEED THE INFll TRA T/ON RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOil INFILTRATION RATE PRESENT, THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OP THE AU TOMA TIC CONTROL CLOCKS, (J.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SO/l ABSORPTION). ADJUST SPRAY HEADS TO El/MINA TE OVERSPRA Y DNTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PR!VA rr PA nos AND LOTS, ANO STRE£TS AND SIDEWALKS. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATER/Al F"AILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES ONl Y AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES fN THE LANDSCAPE INDUSTRY, IT rs IMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE PAC/UT/ES. SUCH CHANGES MUST BE SUBMITTED TO,AND APPROVED BY, THE DISTRICT ENGINEERING OPP/CE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH /DENT/FICA TION TAGS. * 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH SERVICES PRIOR TO ANY US£ OF RECYCLED WATER. A. TAGS SHALL BE WEATHERPROOF' PLASTIC, 3"x 4", PURPLE IN COLOR1 WITH THE WORDS "WARNING R£CYCLED WATER DO NOT DRINK' IMPRINTED ON ONE SIDE, AND "A VISO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 20. OU/CK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONPORM TO THE POLLO WING: RECYCLED WATER -QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL HA VE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS PERMANENTl Y ATTACHED TO THE VAL VE. QUICK CDUPUNG VAL VE SPIKES SHALL NOT BE INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES. 21. TH£ REQUIRED CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH COPIES OP INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. B. ONE TAG SHALL BE ATTACHED TO EACH VAL VE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-~AP OR_ 2. ATTACH TO SOLENOID WIRE DIR£CTLY OR WITH PLASTIC TIE-~AP OR J. ATTACH TO VAL VE COVER WITH EXISTING VAL VE COVER BOLT. 2. All SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. * 22. D£VELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. 2. EACH AU TOMA TIC CONTROLL£R AND rTS ASSOC/A TED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR /RR/GA TION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. * 23. AN ON-SJ TE US£R/SUPERVISOR SHALL BE DESIGNATED IN ~/TING. THIS INDIVIDUAL * SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OP A RECYCLED WATER SYSTEM. COP/ES OF THE DESIGNA T/ON, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OP EMERGENCY CONTACT FRANK WAJERT AT (760) 730-9821 OR APTER HOURS CONTACT FRANK WAJERT AT (760)730-9821 DECLARATION OF R£SPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF TH£ BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT 'NfTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTM£NT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF 24. SHOW ALL PUBLIC & PR/VA TE POTABLE WATER MAINS ON IMPROVEMENT PLANS. MY RESPONSIBIUTIES FOR PROJECT DESIGN. 25. 28. 27. 28. PIRM NAME & ADDRESS: ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCIL/NG ORIENTED TOWARD THE TOP OF THE TRENCH PER THE NAME OF WATER DISTRICT'S RULES AND REGULATIONS. HOWARD ASSOCIATES, INC .. 2835 CAMINO DEL RIO SOUTH, SUITE 210, SAN DIEGO, CA 92108 THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE NAME OF WATER DISTRICT AND TH£ SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. THE DESJGN AND LOCATION PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL 8£ CALLED DUT ON THE PLANS. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGAT£D WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. ITEMS NOS. 8, 19 & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECYCLED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE PART OF THIS /.P. BUT THE ACTUAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OP R.C. WATER. -BLACK LOGO PURPLE BACKROUND ~ 1" BLACK LETTERS (N. T.S.) WARNING RE YCLED WATER DO NOT DRINK ECYCLED WATER . "' N ,-' JOHN W. HOWARD, LANDSCAPE ARCHITECT RlA 2919 PHONE NO($); (819) 71/J-9860 REGISTRATION NO(S): RLA 2919 COUNTY OF SAN DIEGO FAX (619) 711J-9BB9 EXP/RATION DA TE: 7 /31 /04 PROJECT ENGINEER DEPARTMENT OF ENVIRONMENTAL HEALTH 2-11--,, '3 DATE: DATE WASH HANDS AFTER CONCTACTING LAVESE SUS ANOS DESPUES DE USAR TYPICAL SIGNS CARLSBAD MUNICIPAL WATER DISTRICT 1" BLACK LETTERS 2" BLACK LETTERS IN ORDER TO CONSERVE WATER ... VILLAGE L2 IRRIGATION· SHEET 5 ---~ PLANTING -SHEET 10 CONSTRUCTION -SHEET 14 j / , DRAINAGE -SHEET 15 EXl!IT. l'IATER TANK ,2 !J IRRIGATION -SHEET 4 PLANTING -SHEET 9 RIGHTF J...l'f"«T·-~·~ " !~rt~' i L I ;,,~T· _-; --G , • , _, , , AR :; ' / ' ' • ' ! ,·,·:~~~;·1,;{::.,_. . ' // ', , ;.;::,, / SITE MAP 1" = 100' m VICINITY MAP NO SCALE PROMONTORY PLACE ) m ,- --. SITE CAY DRIVE DATE, 1::2/10/0.2 DRAV'IN 6Y, JEH/MMO J06 NU1"'16ER,O.2Ot>e>.I FILE, REVISIONS, 12" X 36" SIZE RECYCLED WATER IN USE ~-~~ -11¥~~~.&.c~IM-!!":"!~+-:>. ...... .c_--;? • //• ~3 u:-LlMEPCuMF .S::ia11e □ATE: .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON "1NYL SIGNS DEVELOPER'S NAME & ADDRESS: CALA VERA HILLS II LLC 2727 HOOVER A VE. NATIONAL CITY, CA 91950 PHONE NO: (619) 477-4117 00 NOT DRINK NO TOME EL AGUA WASH HANDS AFTER CONCTACTING L,i, VESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE .032 ALUMINUM, .080 ABS PLASTIC OR STICK-ON VINYL SIGNS DEPUlY CITY ENGINEER EXP. 3/31/06 "AS-BUILT " P.E. EXP. REVIEWED BY: INSPECTOR BENCHMARK: DESCRIPTION: STANOARO ltl-10 STR£ET CENTFRUN£ IIElL Mavt/llENT LOCATION: CENTERl.lNE rT El CAMINO REAL DATE AT ENGINEER'S STATKK-1 -15#92 PER R.S flHXr-f RECORD FROM: CO/JNTY BENCH ££-.El.S (Na COUNTY ',CRT. CONll?a OA TA) DATE ELEVATION: 68.'179 OATW: NGl,fJ rT 1929 DATE INIT1Al. ENGINEER OF WORK REVISION DESCRIPTION ,c --·-1111!11111,11!'111114"""'!\ Ull,l!fllll!!M••. SHEET TITLE SHEET NUMBER TITLE SHEET 1 IRRIG. LEGEND, NOTES & DETAILS 2 IRRIGATION DETAILS 3 IRRIGATION PLANS 4-5 IRRIGATION SPECIFICATIONS . 6-7 PLANTING LEGEND, NOTES & DETAILS 8 PLANTING PLANS 9-10 PLANTING SPECIFICATIONS 11-12 CONSTRUCTION LEGEND & NOTES 13 CONSTRUCTION PLANS 14 DRAINAGE PLANS 15 CONSTRUCTION DETAILS 16 INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUD£; 2. 3. A. LOCA T/ON OF PIPE LINES. B. TRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY). D. PIPE /DENT/FICA TION. E. POINTS-OF-CONNECTION (Poe's). F. LOCATION AND /DENT/FICA TION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (IF" R£CYCLED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM TH£ CITY AND THE DISTRICT, AND BE PORWARDEO TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL. DISTRICT PINAL INSPECTION SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OP THE SPRINKLER SYSTEM, TO DETERMINE THE AD£0UACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF" AR£AS NOT APPROVED POR RECEIVING RECYCLED WATER. B. WARNING SIGNS AND LABELS. C. QUICK COUPLING VAL \.<E"S. D. ALL ASPECTS OF THE /RR/GA TION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. E. REOUIRED PROTECTION OP ALL RESIDENTIAL ARtAS. F. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. LEGEND 8 FIRE HYDRANT Y'l l"'OTAElLE Y'lATER STREET HAIN RY'I REC-YC-LED V'IATER STREET HAIN ---REC-YC-LED Y'lATER IRRIGATION HAIN -----l"'OTAElLE Y'lATER IRRl6ATION HAIN POINT Of C,ONNEC-TION FOR RECYCLED Y'lATER (HETER AND ElAC,KfLOV'-1 PREVENTION) .& "DO NOT DRINK" SlcSN LOCATIONS AREA Of PROPOSED REC-YCLED Y'lATER USE A ¢10WflRD ft)SOClflTtS T LANDSCAPE APPROVED FOR ARCHITECTURE PLANTING 2835 Camino del Rio South AND IRRIGATION ONLY, Suite 210 Son Diego, California 92108 INCLUDING PRECISE (619)718-9660 FAX (619)718-9669 LOCATION OF PLANTING Rl..A #2919 AREAS. W CITY OF CARISBAD Lill PLANNING DEPARTMENT 6 ' TITLE SHEET Colovero Hills II Vi/loge L2 EEE¼ 2-2'1-03 ASSISTANT PL.ANNING OIRECTOR DATE OWN BY:--:mm::::= PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAi. CHKD BY: JWH OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 00-02 403-6L CMWD A MAINLINE, LATERAL, AND WIRING IN THE SAME TRENCH ' RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 10-FOOT INTERVALS. NOTES: SECTION VIEW MAINLINE PIPE LATERAL PIPE PLAN VIEW ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN. WIRING IN CONDUIT WIRE W/0 CONDUIT TIE A 24-INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30' OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 80 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. PIPE & r-------11 WIRE TRENCHING ffi FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLTt NUT, AND WASHER. ~g6E~o Jl6LbE15'c,Eg ~Lc~~HoNf~GCifl. TfpJffflGt6'JER AT RECLAIMED WATER) ffi RECEIVER AND WIRING 6 HIT PRODUCTS WIRE CONNECTORS -HPC ® MASTER CONTROL VALVE ~ FINISHED GRADE ~ IN SHRUB AREAS 0 VALVE ID TAGS ® ~tXPft~ ~O Rtti~fktD @ PVC MAINLINE TO RCV'S @ BRASS NIPPLE, TYPICAL c;,.. BRICK SUPPORTS \.'..Y 4 REQ. PER BOX Q LANDSCAPE FABRIC, WRAP ~ UP AND OVER BOX HOLES 3/4" ROCK, 3 CUBIC FT. NTS CONTROL WIRES IN CONDUIT FROM CONTROLLER r.:?. MAINLINE PIPE AND FITTINGS SEE V3' SPECS FOR TYPE AND PLAN SECTION VIEW -N.T.S. FOR SIZE. NOTE: INSTALL CONTROL VALVES A MINIMUM OF 18" APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS ON THE VALVE ASSEMBLY. PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX. USE 90 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MAINLINE. USE A NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. PROVIDE VISIBLY READABLE "RECYCLED WATER -DO NOT DRINK" TAG TO ASSEMBLY AT RECLAIMED WATER SYSTEMS C REMOTE CONTROL VALVE W/RECEIVER METER BOX AND METER SIDEll'IALK---.._ ---24•--~ C,Uf<.B ri~==::;::::==~~=====11--__JL __ _ APPROX. e• t l"'OTAl!ILE 5ERVIC,E LINE --- 10' MINIM.JM TO l"'OTAE!LE MAINLINE IN STREET REC,YCLED il'IATER l!itRl6ATION MAINLINE l'V5LEEVE D POTABLE SERVICE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 12' Ml IMUM t LINE NOTE, VERTICAL CLEAFIANCE OF 1.2" MINIMUM 15 MANDATORY il'IHEN C,R055IN6 PATH OF A POTABLE il'IATER LINE. INSTALLATION OF REC,YC,LED l"IATER IRRl6ATION MAINLINE .24" FROM FACE OF SIDEll'IALK il'IILL PROVIDE THE NECESSARY 10' HORIZONTAL C,LEARANCE FROM POT ABLE MAINLINE IN STREET. CROSSING DATE, 12/10/02 DRAIIIIN 6Y, JEH/Ml'-10 ...106 NUMSER,02061:>.I FILE, REVISIONS, LOQIC 2 -IRfflCADQN CQNTftQI I fft TOP VIEW OF MOUNTING PLATE BACK VlEW Of THE BOX PEDESTAL MOutfONG INSTRUCTIONS FRONT VfEW OF THE BOX I RR 16 AT I ON LEGEND ~'T'C,W, !'T'STEM5. COMMON Al'«:"'5 / POTABLE 5'T'5TEM5. HOMEOl/ff!R ,t,,M.Af, (STEP •l WALL .,toUNT -c:J[-. 1. MOUNT PEDESTAL BASE USING THREE MOUNTING HOLES. NOTE, ALL HEADS ON ~C.'T'C,1.ED 5'T'STEMS TO llE P\JRPLE HEAPS -AAINBIRD IeoONP COYER OR H..INTER ~G'T'C.LED i'IATER. COYER PER MANUF,•,c:n.,~ER!! Sl'Ec.lFIGATIONS I • 1111◄ • 35.10 J ~ BOX DEPTH: !too ~10.00 HIT PROOUCTS -LOGIC 2 a 3 P~DE'.STAL MOUNT .. .wlfllC 2 ~ LOGIC 2 OR 3 CONTROLLER 2 ENCLOSURE (STAINLESS STEEL) 2. REMOVE THE REAR PANEL FROM PEDESTAL IF NECESSARY TO INSTALL WIRING. 3/ 4 INCH KNOCKOUTS ARE AVAILABLE ON BOTH SIDES. 3. BACK OUT TWO TOP SCREWS AND REMOVE REMAINING FOUR SCREWS FROM TOP OF PEDESTAL. 4. MOUNT STAINLESS STEEL BOX TO PEDESTAL a) REMOVE CONTROLLER FACE PLATE AND STAINLESS STEEL PANEL FROM STAINLESS STEEL BOX. b) MOUNT BOX TO PEDESTAL UTILIZING THE TWO MOUNTING HOLES {KEYHOLES). 5. REPLACE THE FOUR SCREWS REMOVED IN STEP 3 AND TIGHTEN ALL 6 SCREWS. REMOTE CONNECTOR LOCATION 6. BRING THE WIRING THROUGH THE BACK OF THE BOX AND SECURE. PEDESTAL ELECTRICAL CONDUIT F'OFI: 12rN POWER SUPPLY. 7. MAKE WIRING CONNECTIONS TO CONTROLLER (SEE LOGIC WIRING INSTRUCTIONS) AND REPLACE COITTROLLER PANEL INTO STAINLESS STEEL BOX AND REPLACE THE STAINLESS STEEL PLATE. 93.60 0 0 8. REPLACE PEDESTAL REAR PANEL IF NEEDED. 120V POWER SUPPLY WHITE -COMMON, BL.ACK -HOT, GREEN -GROUND INSTALL ACCORDING TO CODE IN CONDUIT. 0 CONCRETE PAO 4-INCHES OVERLAP AROUND OUTSIDE OF PEDESTAL, 6-INCHES DEEP CONCRETE. 0 2-t VOLT ELECTTUCAL WIRtNG IN 2 WIRE PATH ELECRlCAL LONG SWEEP ELBOW (SEE LEGEND) 9 0 ELECRICAL WIRING 11 0 V POWER WIRE WHITE -COMMON, BLACK -HOT, GREEN -GROUND CONTROL WIRE SCHEDULE 0 120V POWER SUPPLY WHITE -COMMON, BLACK -HOT, GREEN -GROUND INSTALL ACCORDING TO CODE IN CONDUIT. (;";:\ CONTROL VAL VE \.'.:) HIT PRODUCTS NO EQUAL MOUNTED IN VALVE BOX ENCLOSURE. 500 SERIES G RECEIVER 0 1.0. TAG (;:;'\ 2-4 VOLT ELECTRICAL WIRING IN '-.'..J 30-INCH COIL. (SEE DETAILS) COMMON CONTROL NO. 14 + NO. 12 + NO. 10 + NO. 8 + B -1 VALVE 14 2500' 12 5000' 10 7500' - 2 VALVES 3 VALVES 1000· - 5000' 2500' 7500' 7500' -- 4 VALVES - . - 7500' - a WIRE SPLICE HrT PRODUCTS -LOGIC 2 ® PEDESTAL MOUNT CONTROLLER IRRlcSATION NOTES \.::,) HIT PRODUCTS NO EQUAL GREASE FILLED MODEL# (DBC) INSTALL IN SPECIFIED LOCATION ONLY. I. THI:: IRRl6ATION l"'LAN 15 DIMFIAMMATIC.. ALL IRRl6ATION EalJl!"Ml!NT SHALL E!E LOCATED IN l"LANTIN6 A~A5 0NL 'T', UNLE~ NOTEP OTHERll'll5E. REFER TO 11-IE IRRl6ATION LE6END AND DETAILS FOR EQUIPMENT AND INSTALLATION. .2. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXC,ESS EGUIPMENT, MATERIALS, AND IWSBISH INCIDENTAL TO il'IORK OF THIS 5EC,TION. 5. A. ALL RISERS SHALL 15E P.V.C. 5CHEDULE ~- 6. ALL l"IPE FITTIN65 SHALL E!E l".V.C. SCHEDULE 40. 4. A. ALL l'llRE SHALL 6E 14 6AU6E AN6-lJF, DIRECT BURIAL T'r'PE, AND ALL 51"1..ICE!! AND CONNECTION!! SHALL BE MADE il'IITH PEN-TITE C,ONNEC,TORS OR EGUAL. EACH VALVE ON A C,ONTROLLER SHALL HAVE A SEPARATE il'IIRE COLOR. ALL l'llRES SHALL BE INSTALLED il'IITH Tl'IO (2) FEET OF EXC,E55 l'llRE (COILED) AT THE END OF EACH il'IIRE RUN. B. C,ONTROL il'IIRE SHALL BE 13UNDLED AND PLACED BENEATH MAINLINE 5. BACKFLOll'l l"REVENTION DEVICES SHALL BE LOC,ATED AS INDIC,ATED ON THE IRRl6ATION PLAN. INSTALLATION SHALL CONFORM TO LOC,AL <SOVERNIN6 C,ODES AND RE6ULATIONS AND MANUFAe,TURER'S SPEC-IFIC,ATIONS. C,Mil'ID BACKFLOll'I SPECIALIST TO APPROVE LOCATION ph. (1t,O) 45e-21.22 x1I52 6. C,HEC,K VALVES SHALL BE USED Jl'IHERE INDICATED AND il'IHERE NECESSARY TO PREVENT l"IATER FLOll'I FROM LOll'IER ELEVATION HEADS il'IHEN SYSTEM 15 TURNED OFF. 1. ALL PRESSURE MAINLINES SHALL HAVE El6HTEEN (le) INCHES OF COVER, AND ALL LATERALS SHALL HAVE Til'IELVE /12) INCHES OF COVER. TRENC-H BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMA6E IRRl6ATION PIPE OR EGUll"MENT. IN THE EVENT OF BACKFILL SETTLEMENT, C-ONTRAC,TOR SHALL PERFORM REQUIRED REPAIRS AT HIS Oil'IN C,05T. e. ALL AUTOMATIC VALVES SHALL BE LOC,ATED il'IITHIN SHRUB AREAS. VALVES IN BOXES SHALL BE INSTALLEI:, IN PURl"LE VALVE BOXES, ONE VALVE l"ER BOX, l'llTH FOUR (4) INCHES OF PEA 6RAVEL BENEATH EACH VALVE. BALL VALVES SHALL BE LOC,ATED IN !!EPARATE VALVE BOXES. "· MAINS, il'IIRE, AND LATERAL!! UNDER VEHICLE l"AVIN6 SHALL BE SLEEVED SEPAFIATELY IN l"'VC 5CHEDIJLE eo il'IITH 50" MINIMUM COVER. ALL MAINS AND il'IIRE UNDER PEDESTRIAN l"'AVIN6 SHALL BE SLEEVED IN PVC, SHEDULE 40 il'IITH le' MINIMJM C,OVER. ALL LATERALS UNDER PEDESTRIAN PAVIN6 SHALL BE SLEEVED SEPARATELY IN PVC, 5C-HEDULE 40 il'IITH 12" MINIMUM COVER. 10. AUTOMATIC. C,ONTROLLERS SHALL BE SIZE AND TYPE AS NAMED, AND INSTALLED il'IHERE INDICATED ON IRRl6ATION PLAN. CONTROL 11IRE5 SHALL BE SLEEVED IN ELEC,TRIC,AL C,ONDUIT TO MAINLINE. 120 VOLT SERVIC,E TO C,ONTROLLER SHALL BE PROVIDED BY THE Ol'lNER II. PRIOR TO BAC,KFILLIN6 IRRl6ATION TRENCHl!S, A. ALL MAINLINES IN THE SYSTEM SHALL BE CAl"f"ED AND l"'RE551JRE TESTEP AT 125 P.S.I. FOR A PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE C,ORREC,TED 6'T' REMOVIN6 THE LEAKIN6 PIPE OR FITTIN6S AND INSTALLIN6 NEl"l MATERIAL IN ITS PLACE. B. ALL LATERALS SHALL BE PRESSURE TESTED AT DE5I6N PRESSURE FOR ONE HOUR. C. THE CONTRACTOR SHALL NOT ALLOll'I NOR CAUSE ANY OF HIS il'IORK TO BE COVEFIK> UNTIL IT HAS ElEEN INSPEC,TED, TESTED ANP APPROVED El'T' THE Oil'INER'S AUTHORIZEI:, REPRESENTATIVE AND CITY IN5PEC-TOR. 12. IRRl6ATION C,ONTRAC,TOR SHALL ADJUST ALL HEADS TO PROVIDE EVEN C,OVERA6E AND TO KEEP SPRAY OFF ElUILDIN65, il'IALKl'IAYS, il'IALLS, AND DRIVES. 15. il'IHEN THE SPRINKLER SYSTEM 15 COMl"LETED, THE C,ONTRAC.TOR, IN 11-IE PRESENCE OF THE Oil'INER'S AUTHORIZEI:, REl"RE5ENTATIVE, SHALL PERFORM A COVERA6E TEST OF il'IATER AFFORDED THE PLANTIN6 AREAS TO ENSURE IT 15 COMl"LETE AND ADEGll.JATE. C,ITY INSPECTOR TO APPROVE COVEFIA6E. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL il'IORK REGUIRED TO CORRECT ANY INADEQUACIES OF C,OVERA6E AT HIS Oil'IN C,OST. IRRl6ATION e,ONTRAC,TOR SHALL MAINTAIN THE S'T'STEM FOR A l"ERIOD OF SIXTY (t:,O) DAYS AND SHALL l"IATER ON A DAIL 'T' BASIS. 14. PRIOR TO FINAL AC,C,EPTANC,E, THE CONTRACTOR SHALL FURNISH TO THI:: Oil'INER A COMl"LEm= 'AS-ElUILT' DRAll'IIN6 ON SEPIA AND THREE PRINTS 5HOll'IIN6 EXACT LOCATIONS OF ALL ITEMS INSTALLED. 15. PRIOR TO FINAL AC,C,EPTANCE, THE IRRl6ATION CONTRAC-TOR SHALL l"LACE A LAMINATED, ~PUC.ED C,OPT' OF THE AS-BUILT IRRl6ATION PLAN, COLOR-CODEI:, AS TO C,OVEFIA6E AREAS FOR EACH VALVE, IN THE CONTROLLER ENC,LOSURE. 16. THE IRRl6ATION C,ONTRAC.TOR SHALL 6UARANTEE THE ENTIRE IRRl6ATION SYSTEM TO BE FREE OF DEFEC,TS IN il'IORKMANSHII" AND MATERIALS FOR A PERIOD OF ONE (I) YEAR FROM FINAL AC,C,EPTANC,E B'T' THE Oil'INER. 11. "THRUST BLOCKS C,ON5ISTIN6 OF A MINIMUM OF I CUBIC FOOT OF CONCRETE (2,000 1"'51) SHALL E!E INSTALLED AROUNP MAINLINES 5" AND ABOVE AT EL6011'15 AND AT POINTS OF C.HAN6E IN DIREC,TION." /C,ITY OF e,ARLSBAD LAND¾APE MANUAL IV.5-5). Ie. INST ALL l"OP-UPS il'IITHIN 10 FEET OF ALL PEDESTRIAN USES. NOTE, ALL l!itRl6ATION EGUll"'MENT UTILIZIN6 REC,LAIMED Jl'IATER SHALL BE COLORED l"URl"'LE PER C,ARLSBAD MUNICIPAL l"IATER DISTRIC,T REOUIREMENTS. ~ <l:10WflRD fl~SOClflTf S T 2855 Camino dol Rio South Suite 210 San Diego, Callfomla 92108 (619)718-9660 FAX (619)718-9669 "AS-BUILT P.E. EXP. ___ _ REVIEWED BY: " DATE BENCHMARK: DESCRIPTK>N: STANOARO M-10 ST!rEFT CENTFRUN£ IIElL MCN./AIENT LOCATK>N: CENTERl.lNE OF B. CAAi/NO REAL AT ENGINEF:R's STA 110N "5#92 P£R R.S 1800-1 RECORD FROM: COUNTY BENCH /.£lflS {NO. COUNTY lfli'T. CflVTROl OA TA) DATE INITIAL RLA #2919 INSPECTOR DATE ELEVATION: 68.419 OATW: NClfJ OF 1929 ENGINEER OF WORK SYM. + • w 'v [TI ~ @] eJ @] @] [2] @] ~ ~ [!!] ~ • i 0 't9 ■ ::i& ... • ~ " ~ DJ [I (i) @ G) @ ~ ~ [BJ ~ EB MFR. Ol:SC,RIPl"ION 6FM !'I.ADIi.iS 1"51 /l"OR 40 !!CALI! D!'I.Al'1IN65) AAINBIF!D PA-a5-12GI..PC.S -SPRA'T' HEAD ON RISER l'll'TH f'URl"LE C.,t,/P 0.65 1:2' !50 AAINBIRD PA-a5-I2H-PG5 !!oHl'!.IJ6 5F'l'I.A'T' HEAD ON RISER l'll'TH l"URPLE GAP 1.5 1:2' !50 AAINBIRD PA-85-15Gi..PC.S !!oHl'!.IJ6 SFl'I.A'T' HEAP ON RISER l'IITH f'URPLE C.AP 0."'5 15' !50 AAINBIRD PA-85-l!SH-PC,S !!oHl'!.IJ6 SFl'I.A'T' HEAP ON RISER l'll'TH l"URPLE C.AP l.!15 15' !50 HJNTER 1"65-ADJ-OI !!>l-lRlJ5 ROTOR ON 12" RISER l'IITH f'\JRl'LE GAP 0.1 25' !50 HJNTER P65-ADJ-o4 !!>l-lRlJ5 ROTOR ON 12" RISER l'IITH f'\JRl'LE C.AP lb 25' !50 HJNTER 1"65-560-01 -l'OTOR ON 12" RISER l'll'TH f'\JRl'LE GAP ,.4 25' !50 HJNTER. 1"'65-ADJ-02 -ROTOR ON 1:2" RISER l'IITH f'\JRl'LE CAP O."I !50' !50 H..INTER. 1"65-ADJ-05 !!>l-lRlJ5 ROTOR ON 12" RISER l'll'TH f'\JRl'LE CAP 2.0 !50' !50 H,,INTEI'( 1"'65-560-oe -ROTOR ON 12" RISER l'IITH f'\JRl'LE CAP 4.2 !50' !50 H..INTER P65-ADJ-O;I 5Hfl?l.e ROTOR ON 1:2" RISER l'IITH f'\JRl'LE C.AP 1.2 !1!5' !50 H,,INTEI'( P65-ADJ-06 -ROTOR ON 12' RISER l'll'TH f'\JRl'LE C.AP :2.1 !1!5' !50 HUNTE!'( P65-5t,O-O'I SHRl/5 ROTOR ON 12' RISER l'll'TH f'\JRl'LE GAP 5.5 !1!5' !50 H..INTEI'( 1"6!!-ADJ-06 -l'OTOR ON 12" RISER l'll'TH f'URl"LE CAP :2.1 40' !50 HUNTER 1"65-ADJ-O"I -ROTOR ON 1:2" RISER l'll'TH f'\JRl'LE C.AP 5.5 40' !50 HUNTE!'( 1"'6!!-St>0-I.2 51«1.e ROTOR ON 1:2" RISER l'll'TH f'URl"LE C.AP 15.2 40' !50 (l'Ol'I. 10 !!CAL~ DRAl'IIN65) NOTE, ALL l"Of'-IP.!> TO 1'!! l"IA"l'LE RAIN 6IRO le04-5AM-1"'1'5-l.2H-l"C.!5 l"'Ol"'-IJP "MltF 5PRA'T' HEAD l.!5 12' !50 RAIN BIRO Ieo4-5AM-1"1'5-12P-l"'C.S l"Ol"'-l!F' TURF 5PRA'T' HEAD 2.6 12' !50 RAIN BIRO Ieo4-5AM-~-l.2VAN-l"'C5 l"'Ol"'-l!F' TURF 5PRAY HEAD VARIES 12' !50 RAIN BIRO Ieo4-5AM-1"1'5-15H-l"'C.!5 l"'Ol"'-t!F' TURF 5PRA 'T' HEAD i.es 1!5' !50 RAIN BIRO I e04-5AM-""'5-I!5V AN-l"'C.!5 l"'Ol"'-t!F' TURF 5F'RA 'T' HEAD VARIES 1!5' !50 RAIN BIRO I 606-!!AM-Bl!55!!T-l"'C.5 !"Ol"'-IJP TURF 5F'RA'T' HEAD 1..21 6 1 X 261 !50 RAIN BIRO leo6-5AM-PR5-I2G-l"'C5 l"'Ol"'-t!F' !!HRUB 51"RAY HEAD 0.6!5 1.2' !50 RAIN BIRO leo6-!!AM-PR.5-l.2H-l"C!5 l"'Ol"-ut"' 5HRIJB 5PR.AY HEAD l.!5 12' !50 RAIN BIRD leo6-5AM-l"le-l.2VAN-l"'C!5 l"'Ol"-IJP !!HRUB 5PR.A'T' HEAP VARIES 12' !50 RAIN BIRO leo6-!!AM-PR5-I!5Gl-l"'C!! l"Ol"-t!F' 5HRUB SPRAY Hf:AD 0."12 1!5' !50 RAIN BIRO leo6-SAM-"""5-I5H-!"C!5 !"Ol"-IJP 5HRUB 51"RAY HEAP i.es 1!5' !50 RAIN BIRD leo6-!!AM-PR.5-I!5VAN-l"'CS POl"-IJP 5HRUB 5PR.AY H!:AP VARIES 1!5' !50 RAIN BIRO leo6-SAM-"""5-I!5E!5T-l"CS !"Ol"'-IJP !!HRUB 5F'RA'T' H!:AP 0.65 4'Xl!5' !50 RAIN BIRD leo6-5AM-PR.5-I!5!!5T-l"CS POl"-t!F' 5HRUB 5F'RAY Hf:AD l.!:I 4'.xso• !50 HJNTER 1"6!"-ADV-0I l"Ol"-ul"' TURF l'l!OTOIIP. o., 20' !50 HJNTER 1"6!"-ADV-o4 l"Ol"'-IJP TURI" l'l!OTOIIP. 1.6 :20' !50 HJNTER P61"'-ADV-ot, l"Ol"'-l!F' TURF l'l!OTOR O.<I !50' !50 HJNTER P61"'-!56V-ool l"Ol"'-ul"' TURF l'l!OTOR 2.0 !50' !50 REC.'T'CL.ED !'IATEI'( METER -SEE NOTE THIS SHEET HIT Pl'!ODUC.TS !iOO-R SERIES REMOTE C,Oi'll'ROL VALVE (NON-POTA!5LE !'IA~ -SIZE PER PLAN -0) L-RP ~GEIYER PER VALVE (USE EAS'T' RAIN CONTI'OLLER5 FOIi. U5E l'll'TH VAL VE5 ON HOMEOl'INER'5 PROl'l:RT'r') POT A!5LE !'IATEI'( ME1cR B'I' DEVELOPER AAINBIRD RAIN BIRD CHAMPION NELSON ASVF REMOTE c.ONTI'OL ANTISIPHON VAL VE -SIZE PER PLAN DV SERIES REMOTE C.ONTI'OL VALVE l'll'TH BATTlER'T' OPERATED 'EAS'T' RAIN' SIN6LE VALVE C0Ni1'0LLEl'lt5 -SIZE l'eR PLAN MOUNT 1:2" Hl6HER THAN Hli!,I-IEST HEAD IN 5'T'5TEM !lh:2 SERIES ATMOSFl lt'RIC. VAGWM BF1J;AKER l'll'TH UNION -LINE 512!: GUIC,K C.OWI.ER VALVE FOR ~G'T'c.LEV i'IATER NELSON MODEL 0164!5 l'IEATHERMATIG 1000Dl'l 5ERIE5 MASTEi'( REMOTE CONTI'OL VALVE KIN6MOS. TRUl:-t.NION PLASTIC BALL VALVE -LINE SIZE 0 HIT F'RO'DIX;TS LOOIG 2 :24 STATION AUTOMi',TIG :2 l'lll'U: GONT¥WLL.ER l'll'TH RAIN 5flUT-ol"F DEVICE -PEDESTAL MOUNT HARDIE EM'T' RAIN GONTROLl.E'l'lt 1'1AL1. MOUNT INSIDE 6""'61: eoo5TER RJMP ® ELECTRIC. METEl'lt B'T' OTHERS ® C.AL 5ENS1:: FMI .256 l"LOl'I seNSOR C><J FEBC.0 ll:25'T' l'!E'D\,IC,ED PRE55URE BACKFLOl'I f'Rl!VEN1'ER ------PVC. PACIFIC, PLASTICS "C'T'C.LE FLOl'I' CL 200 ~CLAIMED LATERAL LINE -SIZE PER Pl.AN -12" MINIMUM GOVER -S/4" MINIMUM SIZE (l=VRPLE) --PVC. PACIFIC PLASTICS "G'T'GLE FLOl'I' SCHEDULE 40 RECLAIMED MAIN LINE (1-1/:2" OR 5MALLER) -5IZE PER PLAN -Ill" MINIMUM COVER ~p PVC, PACIFIC. PI.ASTIC.5 'C.'T'C.LE FLOl'I' C.1.3I5 ~C,LAIMED MAIN LINE (2" OR LA~ER,I -SIZE PER Pl.AN -Ill" MINIMln-f GOVER FOR 2-1/2' AND LE 24' COVER FOR S"-5-I/2' ==== PACIFIC. PLASTIC,5 'G'T'C.LE FLOl'I' PVC. 51.EEVE -Tl'llc.E THE SIZE OF l>'IORKIN6 LINE --l'IHITE PVC, GI. 200 POTAeLE LATERAL LINE -SIZE PER PLAN -12' MINIMUM COVER -5/4" MINIMUM SIZE -----l'IHITE PVC. SCHEDULE 40 POTABLE MAIN LINE /1-112" OR SMALLER.I -SIZE PER PLAN -Ill" MINIMUM COVER "I FfYF, <;HALL BE AS FQLLQYe, -MAINS, I'll~, AND LATERALS UNDER VEHIC.I.E PAVINc!> TO eE IN SE!'ARATE PVC SCHE'DULE 00 SLEEVES l'll'TH !50' GOVER. -MAINS AND l'IIRE IJN'DER PEDESTRIAN PAVIN6 TO Elf IN SEPARATE PVC !!CHEDIJLE 40 SL~ l'll'TH Ill" COVER. -LATERALS UNDER PEDESTRIAN PAVIN6 TO eE IN PVC. SCHEDULE 40 SLEEVES l'll'TH 12" COVER. V;,.J..VE CALLOUT FOR COMMON A~A IRRl6ATION /_rzc=--!!.~1--.!::::--=-=::-CON=i-t.ER 51::GlUENGE VALVE CALLOUT FOR HOMEOl'INER ll'ltRl6ATION r-==--------coNTI'OLLER -C.ONTl'OLLER SEGUl:NC,I! -~•t:::11===~11===-----_-::::::' \d-,__ _____ VALVE 5IZE I SH2ET I CITY OF CARLSBAD ULi PLANNING DEPARTMENT 6 IRRIGATION NOTES, LEGEND, AND DETAILS FOR: Colovero Hills II Village L2 A~ROVE½_... 2:-2'1-03 ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INrTIAL DATE INrTIAL CHKD BY: JWH REVISION DESCRIPTION C.T. 00-02 403-6L OTHER APPROVAL Cr!Y APPROVAL RVWD BY: CMWD ® 2 I ll., 5 6 BALL VALVE NOTE: 11 10 0 ROUND PURPLE PLASTIC VALVE © BOX, AMETEK OR EQUAL FINISH GRADE 0 BALL VALVE 0 INTEGRAL UNIONS ® PVC SCH. 40, 45' ELL (TYP) © PVC PRESSURE MAINLINE 0 PIPE (SEE SPECS.) 1 CU. FT. PEA GRAVEL ® 2X4 REDWOOD OR BRICK BLOCKING ® DEPTH-SEE SPEC!FlCATIONS 0 FINISH GRADE/TOP OF MULCH © QUICK-COUPLING VALVE WITH LOCKING PURPLE CAP NTS 0 VALVE BOX WITH PURPLE COVER: 6-INCH SIZE 0 3-INCH MINIMUM DEPTH OF 3/ 4-INCH WASHED GRAVEL ® PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ® BRICK (1 OF 2) 0 PVC SCH 40 STREET ELL ® PVC SCH 40 TEE OR ELL ® PVC MAINLINE PIPE @ PVC SCH 40 ELL @ 2" x 2" REDWOOD STAKE W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. QUICK-COUPLING VALVE 0 PLANT MATERIAL 0 FINISH GRADE/TOP OF MULCH 0 POP-UP SPRAY SPRINKLER: 0 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ® PVC SCH 40 ELL ® PVC SCH 40 STREET ELL 0 PVC SCH 40 TEE OR ELL ® PVC LATERAL PIPE NOTE: FOR SLOPE APPLICATIONS, MOUNT HEAD PERPENDICULAR TO DIRECTION OF SLOPE. POP-UP SPRAY SPRINKLER NTS 7 NOZZLE ON I DQIC 2 OR 3 -lltftN".AIIOH COMil!OLLER BACK VIEW OF THE BO)( t---10.00 • • 0 • • • 9 0 PLASTIC NOZZLE WITH PURPLE CAP © BRASS SHRUB ADAPTER 0 PLANT MATERIAL 0 FINISH GRADE/TOP OF MULCH ® UV RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ® PVC SCH 40 ELL 0 PVC SCH 40 STREET ELL ® PVC SCH 40 TEE OR ELL ® PVC LATERAL PIPE RISER 0 iii J WALL UOUHT __) FRONT VIEW OF THE BOX , OUTS10E WALL IB ~GIC 2 OR J MOUNTING • /Hill~ HOLES POWER WIRES NTS ffi 110V CONOUIT D 2-W!RE PATH BOX DEPTH: 5.00 TO VALVES J CONTROL WIRE SCHEDULE COMMON CONTAOL 1 VALVE NO. 1-1-+ 14 2500' NO. 12 + 12 ,ooo· NO. 10 + 10 7500• N0,8+8 - CONTROLLER ,=-==--s ±6" I --- J 2 VALVES 3 VALVES -4 VALVES 1000' -- ,ooo· 2!SOO' - 7>00' =· 7!SOO' --- WALL MOUNT 0 PVC LATERAL PIPE (1 OF 2) 0 PVC SCH 40 ELL (1 OF 2) 0 FINISH GRADE/TOP OF MULCH 0 MANUAL CONTROL VALVE IRRITROL 2700 SERIES ASVF ® INSTALL 6-INCH MIN. ABOVE HIGHEST POINT OF DISCHARGE ® UV RADIATION RESISTANT PVC SCH 80 MALE ADAPTER ( 1 OF 2) 0 UV RADIATION RESISTANT PVC SCH 80 PIPE ( 1 OF 2) MANUAL ANTI-SIPHON VALVE 0 ROTOR SPRINKLER WITH PURPLE CAP © PLANT MATERIAL 0 FINISH GRADE 0 UV RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ® PVC SCH 40 ELL © PVC SCH 40 STREET ELL 0 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ® PVC LATERAL PIPE ® PVC SCH 40 TEE OR ELL @ STRAP @ #3 REBAR 6 NOTE: 1'. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. C ROTOR SPRINKLER G 1 3.5 FEET j 12" MIN REQ. VERT. SEPARATION ½,---•-@ LEGEND NOTES: 0 STREET SURFACE 0 POTABLE SERVICE LINE ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: "STANDARD 0 RECLAIMED WATER IRRIGATION MAINLINE W / SLEEVE SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" AND "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" OCTOBER 1993 POTABLE MAIN LINE CROSSING "AS-BUILT " P.E. EXP ___ _ DATE REVIEWED BY: INSPECTOR DATE BENCHMARK: DESCRIPTION: STANOAHO M-10 STREET CENTERt.lNl IIElL 1/avt/MENT LOCATION: CENTERUNE OF El. CAllfNO REAL AT ENGINEER's STA llON 45#92 PER R.S 1800-1 RECORD FROM: COUNTY 8£NCH lflEl.S {NO. COUNTY '£RT. (»ITROl OATA) DATE NTS H INITW. ELEVATION: 68.479 DATUM: NC',fJ OF 1929 ENGINEER OF WORK 12" NOTE: 0 COPPER UNION (1 OF 2) © REDUCED PRESSURE BACKFLOW PREVENTER: RAIN BIRD RP-QT 0 COPPER MALE ADAPTER (1 OF 2) 0 COPPER 90' ELL (1 OF 4) ® COPPER PIPE (TYPICAL) © FINISH GRADE (DPvc MALE ADAPTER ® IRRIGATION MAINLINE PIPE ® COPPER FEMALE ADAPTER @"SCHEDULE K HARD COPPER" PIPE FROM POINT-OF- CONNECTION 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 2. "SCHEDULE K HARD COPPER" PIPE TO BE USED BETWEEN METER AND BACKFLOW PREVENTER. 3. INSTALL PER CMWD STD. DWG. fl W-20 BACK FLOW NOTE: PREVENTER NTS 0 FINISH GRADE 0 ROTOR POP-UP SPRINKLER G) PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 0 PVC SCH 40 ELL ® PVC SCH 40 STREET ELL ® PVC LATERAL PIPE 0 PVC SCH 40 TEE OR ELL 5 1. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. ROTOR POP-UP SPRINKLER DATE, 12/10/02 DRAJIIIN BY, JEH/MH0 JOB NUMBER,0.206e>.I FILE, REVl510N5, 21535 ... cf:IOWflRD fl~SOClflTf S T LANDSCAPE ARCHITECTURE Camino del Rio South Suite 210 San Diego, California 921 O!I (619)718-9660 FAX (619)718-9669 RLA #2919 NTS I SH3ET I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD I SH{ss I PLANNING DEPARTMENT IRRIGATION DETAILS FOO: Calavera Hills II Village l2 A~ROVF/-2,2.cf03 ASSISTANT PLANNING DIRECTOR DATE OWN BY:-:m.m::= PROJECT NO. DRAWING NO. DATE INITW. DATE INITW. REVISION DESCRIPTION CHKD BY: JWH C.T. 00-02 403-fi_ OTHER APPROVAL CITY APPROVAL RVWD BY: CMWO __ -__ MAII-ILl\,l~ 111 F~t1 Tof' of Sl.,(:)f'E: PRESSURE LOSS CALCULATION PROJECT NAME: Calavera Hills 11 -Village L-2 DA TE: 9/6/02 WATER DISTRICT: CMWD HGL: 550' METER DESIGNATION: P.O.C. #5 METER LOCATION: 85' FROM CRESTVIEW CT. METER SIZE: 1-1/2" METER ELEVATION: 410' STATIC PRESSURE@ METER: 61 P.S.I. VALVE#: A-14 VAL VE SIZE: 2" PIPE PIPE PSI LATERAL LINE SECTION TYPE SIZE LENGTH GPM LOSS 1-5 CL200 3/4" 130 8.4 1.8 6-7 CL200 1" 60 15.6 1.7 8-10 CL200 1-1/4" 80 21.6 1.2 11 CL200 2" 10 42.0 0.2 A. TOTAL LATERAL SYSTEM LOSS 4.9 MAIN LINE PIPE SECTION PIPE PSI TYPE SIZE LENGTH GPM LOSS 1 SCH.40 2-1/2" B. TOTAL MAINLINE SYSTEM LOSS MISCELLANEOUS LOSS/ GAIN WATER METER: BACKFLOW PREVENTER: MASTER CONTROL VALVE: FLOW SENSOR: BALL VALVE(S): CONTROL VALVE: HEAD LOSS / GAIN IN SYSTEM: C. TOTAL MISC. LOSS/ GAIN 920' 42.0 5.5 5.5 6.00 12.5 5.00 1.00 3.00 1.50 7.8 36.8 D. TOTAL SYSTEM LOSS/ GAIN (A+B+C) 47.2 E. FITTING LOSSES (15% OF TOTAL LOSSES) 7.1 F. MIN. REQ. PRESSURE AVAILABLE AT METER HEAD 50 P.S.I. G. DESIGN PRESSURE (D+E+F) 91.1 H. PRESSURE AVAILABLE AT METER 61 I. RESIDUAL PRESSURE (H-G) -30.1 J. PRESSURE TO BE PROVIDED BY BOOSTER PUMP 44 K. BOOSTED PRESSURE AT PUMP L. RESIDUAL PRESSURE (BOOSTED) APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 105 13.9 DATE, 12/10/02 DRAl"!N BY, JEH/MMO . JOB NUMBER,02068.1 FILE REVISIONS, ~-~ ~E)WflRD ftSSOClftTf S ~ ~ 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 WAIER TlJ~K "AS-BUILT " 0 (-2-I•~ jos P.E. EXP. ___ _ DATE REVIEWED BY:J, • 1-. B~ 2,.,i..05 INSPECTOR DATE BENCHMARK: DESCRIPTION: STANDARD M-10 STREU CENTERUNE 11W. MONUMENT LOCATION: CENTERUNE OF ll CAMINO REAL AT ENC/NEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lEVElS {NO. COUNTY VERT. CONlROl DA TA} ELEVATION: 68.479 DATl/M: NGlfJ OF 1929 h-1).-0'! Ul\. DATE INITIAL ENGINEER OF WORK 40 ~ North 1" = 401 40 I : GRAPHIC SCALE 80 120 \ • I FOR IRRIGATION LEGEND, NOTES AND DETAILS, SEE SHEETS 243 FOR IRRIGATION SPECIFICATIONS, SEE SHEETS 641 I S7ET I CITY OF CARLSBAD Lill PLANNING DEPARTMENT 6 IRRIGATION PLAN FOR: Colovero Hills II Village L2 A~VE½~i 2,-2'{,03 • ASSISTANT PLANNING DIRECTOR DATE L'b -nUI I J.'.'$ ..,. '2 . l'I'-LrJ DWN BY: PROJECT NO. DRAWING NO. DAllE INmAL DAllE INmAL CHKD BY: JWH 4aJ-6l REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 00-02 CMWD -. ----- 031203 I LOT 1 ', >, .. ~~·· ♦ ., \ \ , \ \ ' \ I I /'<,,, / ··", / ',, I / ••••."'•, , ' 1-1/2" LOT15 41.0 EXISTING WATER TANK FOR IRRIGATION LEGEND, NOTES AND DETAILS, SEE SHEETS 243 FOR IRRIGATION SPECIFICATIONS, SEE SHEETS 641 "AS-BUILT " P.E. EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE 10 I ---...:::.__ North 1" = 1 O' GRAPH IC SCALE BENCHMARK: DESCRIPTION: STANOAl/0 Al-10 $7!iEET CENltRl.!NE /EL AION/JAIENT LOCATION: CENTERUN£ OF El. CAJIINO REAL AT ENCINEER's STA lTON -15#92 PER R.S 1800-1 RECORD FROM: C()(JNTY BENCH lE'.£1.S {NO. C()(JNTY "9T. CC,W7l?Cl OA TA) ELEVATION: 68.-179 OA TW: NGl1J OF 1929 30 I DATE INrTIAL ENGINElcR OF WORK ••••• / / / I / I / DATE, 1:2/1O/O::Z DRAV'lN 13Y, JEH/MMO JOB NUMBER,O::ZOE:>e.l FILE, REVl51ON5, REVISION DESCRIPTION LOT12 \ A <i:IOWflRD ft)SOClftlf S T LANDSCAPE ARCHITECTURE 283!5 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RlA !112919 DATE INmAL DATE INrTIAL OTHER APPROVAL CrlY APPROVAL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I s5EET I CITY OF CARLSBAD 00 PLANNING DEPARTMENT 6 IRRIGATION PLAN FOR: Colovero Hills II LOT 15 RECREATION AREA ~v8?-1"'.« 2-2€/-03 ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: JWH RVWD BY: C.T. 00-02 403-6L CMWD _____ _ PART 1 -GENERAL 1.1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, ANO DIVISION 1, ARE AN ADDEO PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK SHALL APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SCOPE: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION ANO EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. OWNER/DEVELOPER WILL OBTAIN ANO PAY ALL PERMITS REQUIRED BY GOVERNING AUTI-iORITIES. ALL ON SITE, RECLAIMED WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE ANO ALL OTHER LOCAL GOVERNING CODES, RULES, AND REGULATION. ALL PIPING SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING TI-iE PRESSURE RATING. PERMITS ANO LICENSES UNLESS OTHERWISE STATED, SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES. GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, ANO VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF TI-ilS SECTION. WATER METERS AND POWER METERS WILL BE THE RESPONSIBILITY OF THE OWNER ANO/OR HIS REPRESENTATIVE FOR INSTALLATION AND PERMIT FEES. 1.2.1 RELATED WORK: 1. LANDSCAPING SECTION 02480 2. COMPLIANCE TO CITY OF CARLSBAD RECLAIMED WATER STANDARDS 1.2.2 QUALITY ASSURANCE .1 QUALIFICATIONS OF INSTALLERS PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF TI-iE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE MATERIAL MANUFACTURER'S RECOMMENDED METHODS OF INSTALLATION, THE CITY OF CARLSBAD RECLAIMED WATER STANDARDS ANO WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. . 2 CODES ANO STANDARDS IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH THE LATEST RULES OF THE NATIONAL ELECTRICAL CODE ANO ELECTRICAL SAFETY ORDERS OF THE STATE OF CALIFORNIA, DIVISIONS OF INDUSTRIAL SAFETY, FOR ALL ELECTRICAL WORK ANO MATERIALS. REFER TO THE LATEST EDITION OF THE GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE. THE CITY OF CARLSBAD RECLAIMED WATER STANDARDS, LATEST EDITIONS AND RULES AND REGULATION FOR RECLAIMED WATER SERVICE IN THE CITY OF CARLSBAD. LATEST EDITIONS ARE INCORPORATED INTO THESE SPECIFICATIONS BY REFERENCE WHERE RECLAIMED WATER IS PROPOSED. 1.3 SUBMITTALS: .1 SUBMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY WORK. SUBMIT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS DIFFERENT THAN THOSE SPECIFIED IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE AND FITTING MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS MATERIAL HAS BEEN PREVIOUSLY APPROVED. .2 SUBMIT MATERIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH ITEM) ITEM DESCRIPTION MANUFACTURER MODEL NO. 1. PRESSURE MAINLINE LASCO SCH. 40 2. LAWN HEAD RAINBIRD 1806-12F 3. ETC. ETC. ETC. .3 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER/DEVELOPER. . 4 APPROVAL OF ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION INDICATES ONLY THAT THE PROOUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. .5 THE CONTRACTOR IS RESPONSIBLE FOR PERFORMANCE OF SUBSTITUTED ITEMS. IF SUBSTITUTION PROVES TO BE UNSATISFACTORY, THE CONTRACTOR SHALL REPLACE IT WITH ORIGINALLY SPECIFIED ITEM AT NO COST TO THE OWNER/DEVELOPER. 1.4 GUARANTEE: .1 SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK SHOWING DEFECTS IN MATERIALS OR WORKMANSHIP WILL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER/DEVELOPER FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER/DEVELOPER. . 2 THE GUARANTEE FORM SHALL BE RETYPED ONTO THE CONTRACTOR'S LETTERHEAD ANO CONTAIN THE FOLLOWING INFORMATION: A. GUARANTEE FOR IRRIGATION SYSTEM -(PROJECT NAME). WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED FOR (PROJECT NAME) IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR ANO UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF 1 YEAR FROM DATE OF ACCEPTANCE ANO ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO TI-iE OWNER/ DEVELOPER WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME, AS DETERMINED BY THE OWNER/DEVELOPER, AFTER RECEIPTS OF WRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER/DEVELOPER, WE AUTHORIZE THE OWNER/DEVELOPER TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE ANO WE WILL PAY THE COSTS ANO CHARGES THEREFORE UPON DEMAND. B. PROJECT: (PROJECT NAME) C. LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED: TITI,_E: ADDRESS TELEPHONE SIGNATURE AND DATE: 1.5 OBSERVATION: 1.5.1 INSPECTION SCHEDULE .1 IN ALL CASES WHERE OBSERVATION OF TI-iE 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 LANDSCAPE ARCHITECT OR CITY INSPECTOR. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AND CITY INSPECTOR IN ADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THE TIME INDICATED: A. PRE-JOB CONFERENCE -7 CALENDAR DAYS B. LOCATION OF IRRIGATION SLEEVES -48 HOURS C. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING -48 HOURS 0. PRESSURE MAINLINE INSTALLATION AND TESTING -48 HOURS E. CONFORMANCE TO REGULATIONS FOR RECLAIMED WATER -48 HOURS F. LATERAL TRENCH DEPTH CHECK -48 HOURS G. COVERAGE TEST -48 HOURS H. FINAL INSPECTION -48 HOURS I. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING WORK (438-1161, EXT. 4221) .2 WHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAN THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR, SHOW EVIDENCE OF WHEN AND BY WHOM THESE INSPECTIONS WERE MADE. . 3 NO INSPECTION WILL COMMENCE WITHOUT AS-BUil T DRAWINGS. IN THE EVENT THE CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS-BUil T DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THE SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR AT THE RATE OF $100.00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THE INCONVENIENCE. NO FURTHER INSPECTIONS WILL BE SCHEDULED UNTIL THIS CHARGE HAS BEEN PAID. THE CITY WILL REQUIRE AS-BUil T DRAWINGS TO BE APPROVED PRIOR TO BACKFILLING MAINLINE TRENCH. 1.6 TESTING: GENERAL .1 FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING REQUIREMENT. .2 CORRECT ALL DEFECT ANO RETEST UNTIL ACCEPTANCE BY OWNER ANO CITY. 1.6.1 TESTS .1 MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE OF THE OWNER/DEVELOPER ANO CITY INSPECTOR. AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HAROSCAPES, IF WATER WERE USED. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED, ANO APPROVED (INCLUDING AS-BUil TS). .2 FURNISH NECESSARY FORCE PUMP ANO ALL OTHER TEST EQUIPMENT. .3 TEST ALL PRESSURE MAINLINES UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. FOR A PERIOD OF FOUR HOURS. .4 ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES, QUICK COUPLERS, OR OTI-iERVALVE ASSEMBLIES. . 5 ALL PIPING UNDER PAVED AREAS SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF 150 PSI. AND PROVED WATERTIGHT, PRIOR TO THE PAVING OPERATION. 1.6.2 ADJUSTING SYSTEM .1 THE CONTRACTOR SHALL FLUSH ANO ADJUST ALL IRRIGATION HEADS ANO VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, BUILDINGS, WALLS ANO OTHER STRUCTURES. .2 IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZlLE CHANGES WILL PROVIDE PROPER ANO MORE ADEQUATE COVERAGE, MAKE ALL SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE ADJUSTMENT MADE, PRIOR TO PLANTING. .3 ADJUST REMOTE CONTROL VALVES (BATTERY SYSTEMS) SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY SPRINKLER MANUFACTURER. 1.6.3. COVERAGE TEST . 1 WHEN THE IRRIGATION SYSTEM IS COMPLETED, TI-iE CONTRACTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, LANDSCAPE COORDINATOR OR CITY INSPECTOR, TO DETERMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE ANO ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE OR INAPPROPRIATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER OF TURF IS PLANTED. 1.6.4 DIRECT BURIAL CONTROL WIRES . 1 ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (50) MEGAOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. 1.6.5 FINAL ACCEPTANCE .1 WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED, INCLUDING TESTING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION AND APPROVAL. FINAL ACCEPTANCE BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY. 1.7 RECORD DRAWINGS: 1.7.1 RECORD DRAWINGS "AS-BUILT u P.E. EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE .1 RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT-PRESSURE ANO INTERMITTENT-PRESSURE LINES AND APPURTENANCES. .2 ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BY THE OWNER, LANDSCAPE ARCHITECT AND CITY INSPECTOR BEFORE IMPLEMENTING THE CHANGES IN THE CONSTRUCTION CONTRACT. WITHOUT PRIOR APPROVAL THE CONTRACTOR MAY BE REQUIRED TO REMOVE AND REPLACE PART OR ALL OF THE SYSTEM AT HIS OWN EXPENSE, TO BRING IT TO THE ORIGINALLY SPECIFIED DESIGN. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. .3 RECORD ACCURATELY ON ONE SET OF BLACK AND WHITE PRINTS OF TI-iE IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE ANO NON-PRESSURE LINE. . 4 UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES AND DIMENSIONS IN A LEGIBLE ANO PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPIA MYLAR DRAWINGS SUPPLIED AT COST BY THE LANDSCAPE ARCHITECT. .5 DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT) ALL ITEMS AS REQUIRED. POST INFORMATION ON AS-BUILT DRAWINGS DAY TO DAY AS THE WORK IS INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 1/4 INCH IN SIZE . .6 UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES ANO ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAWINGS. SHOW DIMENSIONAL LOCATION AND DEPTH OF THE FOLLOWING: A. POINT OF CONNECTION B. ROUTING OF IRRIGATION PRESSURE MAINLINES ANO ALL SLEEVES (DIMENSION MAXIMUM 10 FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES.) C. GATE VALVES O. IRRIGATION CONTROL VALVES E. QUICK COUPLER VALVES F. ROUTING OF CONTROL WIRES G. AUTOMATIC CONTROLLERS H. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE ARCHITECT) .7 MAINTAIN AS-BUILT DRAWINGS ON THE SITE AT ALL TIMES. THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANYTIME. .8 MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALL-POINT PEN). USE ERADICATING FLUID WHEN REDOING DRAWINGS. CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND PROFESSIONAL MANNER. RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB-SITE DURING CONSTRUCTION. .9 THE LANDSCAPE ARCHITECT SHALL PROVIDE A COMPLETE SET OF 'AS-BUil r MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. LANDSCAPE ARCHITECT WILL BE REQUIRED TO TRANSFER ALL AS-BUILT INFORMATION TO MYLARS. AS-BUil TS SHALL BE ON CITY ORIGINAL MYLARS. 1.7.2 CONTROLLER CHART .1 AS-BUILT DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE CHARTS ARE PREPARED . .2 PROVIDE ONE CONTROLLER CHART OF THE MAXIMUM SIZE CONTROLLER DOOR WILL ALLOW, FOR EACH CONTROLLER SUPPLIED, SHOWING THE AREA COVERED BY THAT AUTOMATIC CONTROLLER ANO A CORRESPONDING LEGEND OF THE EQUIPMENT INSTALLED. .3 THE CHART SHALL BE A REDUCTION OF THE ACTUAL AS-BUILT SYSTEM DRAWING. IF THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED, ENLARGE IT TO A SIZE THAT WILL BE READABLE WHEN REDUCED. . 4 CHART SHALL BE BLACKLINE PRINT ANO A DIFFERENT PASTEL TRANSPARENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. .5 WHEN COMPLETED ANO APPROVED, HERMETICALLY SEAL THE CHART BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS THICK. .6 CHARTS SHALL BE COMPLETED ANO APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. 1.7.3 OPERATION ANO MAINTENANCE MANUALS .1 PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND PROPERLY PREPARED IN FOUR(4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDERSTAND, OPERATE ANO MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING: A. INDEX SHEET STATING CONTRACTOR'S ADDRESS ANO TELEPHONE NUMBER . B. DURATION OF GUARANTEE PERIOD . C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVE. 0. COMPLETE OPERATING ANO MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. .2 IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF THE WORK THAT HIS SERVICE HAS BEEN RENDERED. 1. 7.4 CHECK LIST .1 COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE PROJECT, USING THE FORMAT SHOWN: DATE, .2 FORWARD SIGNED ANO DATED CHECKLIST TO LANDSCAPE ARCHITECT OF LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT. 1.8 GENERAL REQUIREMENTS: 1.8.1 CODE REQUIREMENTS SHALL BE THOSE OF STATE ANO MUNICIPAL AGENCIES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE AGENCY. 1.8.2 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. 1.8.3 CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS . 1.8.4 SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK ANO VERIFY ALL DIMENSIONS. 1.8.5 PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. 1.8.6 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. 1.8.7 DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. 1.8.8 POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES ANO PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. 1.8.9 PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER/DEVELOPER. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER/DEVELOPER, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF. 1.8.10 CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS . 1.8.11 MAINTENANCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF 7 DAYS PRIOR TO ANY PLANTING. 1.8.12 THE WORK SHALL BE ACCEPTED IN WRITING WHEN THE ENTIRE SCOPE OF WORK HAS BEEN COMPLETED TO THE SATISFACTION OF THE OWNER. NO ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS AND SPECIFICATIONS WILL BE MADE UNLESS PREVIOUSLY APPROVED BY THE OWNER. WHEN ANY ITEM APPEARS ON THE PLAN AND NOT IN THE SPECIFICATIONS, OR IN THE SPECIFICATIONS AND NOT ON THE PLANS, IT SHALL BE CONSIDERED IN BOTH. WHEN CONFLICTS ARISE, CONSULT THE LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING. THE OWNER OR HIS AUTHORIZED REPRESENTATIVE SHALL HAVE TI-iE FINAL AUTHORITY ALL ITEMS OF THE PROJECT. 1.8.13 SERVICE BYTI-iE CONTRACTOR: THE CONTRACTOR SHALL SERVICE THE SYSTEM AT THE OWNER'S REQUEST DURING THE GUARANTEE PERIOD AND SHALL BE PAID FOR WORK PERFORMED WHICH IS NOT COVERED BY THE GUARANTEE. IF REQUESTED BY THE OWNER, THE CONTRACTOR SHALL FURNISH THE OWNER WITH A SCHEDULE OF SERVICE FEE FOR ADDITIONAL WORK REQUESTED OUTSIDE OF THE GUARANTEE. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A PROFESSIONAL WATER MANAGEMENT COMPANY APPROVED BY THE IRRIGATION DESIGNER AND PROVIDE SUPPORT SERVICES FOR THE FOLLOWING IRRIGATION EQUIPMENT: EXCESS FLOW SENSING AUTO-RAIN SHUT OFF AND CALIBRATING SENSORS FOR EXCESS FLOW. INSPECT ANO TEST CONTROLLERS AND GROUND FAULT . PROVIDE TECHNICAL SUPPORT ON THE JOB SITE AS REQUESTED BY CONTRACTOR FOR CONTROLLERS, EXCESS FLOW SENSING AND AUTO-RAIN SHUT OFF SENSING SYSTEMS. TRAINING IN OPERATION OF ALL EQUIPMENT . FIVE YEAR LIMITED FIELD SERVICE WARRANTY FOR CONTROLLERS AGAINST ORIGINAL DEFECTS IN MATERIALS AND WORKMANSHIP. WARRANTY SHALL BE PROVIDED IN WRITING. AVAILABLE THROUGH HYOROSCAPE PRODUCTS -STEVE MCCLEAN (619)560-1600 . 12/10/02 A ¢10WftRD ft)SOClftlf S T LANDSCAPE APPROVED FOR DRAV'lN BY, JEH/IVlt-'10 ARCHITECTURE p LAN Tl N G A.PLUMBINGPERMITS(IFNONEREQUIRED,SONOTE) JOB NUMBER,02068.1 2835 Camino del Rio South AND IRRIGATION ONLY, B. MATERIALS APPROVAL Suite 210 C. PRESSURE MAINLINE TEST(BYWHOMAND DATE) FILE, San Diego, Callfornlo 92108 IN CLLJ DING p R ECI SE D. AS-BUILT$ DRAWINGS COMPLETED (RECEIVED BY AND DATE) (619)718-9660 REVISIONS, E.CONTROLLERCHARTCOMPLETEO(RECEIVEOBYANODATE) FAX (619)718-9669 LOCATION OF PLANTING F. MATERIALS FURNISHED (RECEIVED BY AND DATE) G. OPERATION ANO MAINTENANCE MANUALS FURNISHED (RECEIVED BY AND DATE) RLA #2919 ARE AS H. SYSTEM ANO EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED.Br-•-Y'"'_A"'_N~D"'_D'"'-+AfT~E-:,_) ____ -fT_-_-_-_-_-_-_-:_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-:_-_-_--fT_-_-_-_-_1r_-:_-_-_--+f_-_-_-_-_1 _______ -j~;:::;;:::;;:;;;;::;-;::::;::;;;::::;::::::::::::::::;;:=:=:::::::::::::::::::::::· =::::::::;-;::::;:::;;::::;:::::;i 1. MANUFACTURER WARRANTEES {RECEIVED BY AND DATE) ,~ w ~ J. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY ANO DATE t----+---t--------------+----+----+---+----1 SH6EET CITY OF CARLSBAD 6 PLANNING DEPARTMENT ~='...==========--==::::::: BENCHMARK: DESCRIPTION: STANDARD Al-10 STREET CENTERlJN£ HEl.l AfONlllrlENT LOCATION: CENTERt.lNE OF a. CAAflNO Ri'AL AT ENCfNEER's STA llfXv 454+92 PER R.S 1800-1 RECORD FROM: COUNrr BENCH l.flfl.S (Na COi/NrY '.£RT. DATE INITIM. CONTROl DATA) REVISION DESCRIPTION ELEVATION: 68.~79 OAT/JAi: NG',O OF 1929 ENGINEER OF WORK DATE INITIAL DATE INITIAL OTHER APPROVAL CnY APPROVAL IRRIGATION SPECIFICATIONS FOR: Calavera Hills II Village L2 A01~0""; -•• 2:-2</·0'J ASSISTANT PLAIONLN-IN-G---,D,.,,IR,..,E,..,C"'TO.,.R,,-----DATE DWN BY: CHKD BY: ~JW_H __ RVWD BY: PROJECT NO. DRAWING NO. C.T. 00-02 -10,-oL CMWO PART 2 • PRODUCTS 2.1 MATERIALS: ALL MATERIALS AND EQUIPMENT USED IN SPRINKLER IRRIGATION WORK SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED. 2.1.1 PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. .1 POLYVINYL CHLORIDE PIPE ("CYCLE FLOW") FOR NON-POTABLE WATER: (1) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL FOUR (4) INCH AND SMALLER SHALL BE PURPLE COLORED PVC MEETING ASTM-1784, TYPE 1, GRADE PVC-1120, CELL CLASS 1254B. PIPE, ASTM 2241 FOR SDR CLASS PIPE, ASTM 2672 FOR "CYCLE FLOW". PRESSURE MAINLINE: 1-112" AND SMALLER PIPE· SCHEDULE 40 PVC 2" AND LARGER PIPE -CLASS 315 PVC, SDR-15.5 NON-PRESSURE LATERAL: ALL NON-PRESSURE PIPE· CLASS 200 PVC PIPE TYPE I, GRADE I PVC PIPE: OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME AS IRON PIPE. PIPE SHALL BE MARKED ON TWO SIDES OF THE PIPE AT 24" INTERVALS WITH "CAUTION RECLAIMED WATER". SCHEDULE 40 PIPE SHALL NOT BE THREADED. SOLVENT SHALL BE AS SUPPLIED BY PIPE MANUFACTURER. PIPE SHALL BE PURPLE IN COLOR. . 2 BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. 2.1.2 FITTINGS AND CONNECTIONS: . 1 FITTINGS FOR PVC PIPE FOUR (4) INCHES AND LARGER: THE COUPLING SHALL BE AN INTEGRAL PART OF THE PIPE BARREL. IT SHALL CONSIST OF A THICKENED SECTION WHICH HAS AN EXPANDED BELL WITH GROOVE TO RETAIN A RUBBER SEALING RING OF UNIFORM CROWN SECTION. FITTINGS SHALL BE JOHNS-MANVILLE RING TITE PVC FITTING, PACIFIC WESTERN OR EQUAL . . 2 POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE 11, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDER THREAD TYPE, SUIT ABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466. .3 BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. 2.1.3 RISERS: .1 ALL SPRINKLER HEADS SHALL HAVE RISERS AND SWING JOINTS AS SHOWN IN THE DETAIL DRAWINGS. ALL RISERS AND SWING JOINTS SHALL USE MARLEX FITTINGS AND SCHEDULE 80 PVC RISERS OR NIPPLES. 2.1.4 FITTINGS: . 1 FITTINGS, IN GENERAL, FOR ALL INSTALLATIONS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT PRICE AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OF REQUIRED FITTINGS TO COMPLETE THE CONTRACT .2 ALL FITTINGS FOR PIPE THREE (3) INCHES AND SMALLER SHALL BE SCHEDULE 40. .3 ALL TEES FOR THE INSTALLATION OF SWING JOINTS WILL BE INSTALLED WITH DURA, LASCO TEE OR EQUAL. 2.1.5 AUTOMATIC CONTROL WIRE: . 1 ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14 SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/84 INCH INSULATION, 4164 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH CONTROLLER, COMMON WIRE SHALL BE WHITE NO. 14 SOLID, SINGLE CONDUCTOR WIRE, 4164 INCH INSULATION, 4164 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL. 2.1.6 MONITORING DEVICES .1 ALL MONITORING DEVICES SUCH AS FLOW AND PRESSURE MEASURING DEVICES, SHALL BE AS SHOWN ON DRAWINGS. 2.1.7 120 VOLT WIRE TO CONTROLLER .1 120 VOLT WIRE SHALL BE PER LOCAL CODE AS TYPE, SIZE AND QUALITY. INSTALL U.L. APPROVED CONDUIT A MINIMUM OF 24" BELOW GRADE FROM THE ELECTRIC METER TO CONTROL UNITS OR OTHER REQUIRED SERVICES. ALL SPLICES TO BE IN APPROVED PULL BOXES. ALL WIRES TO BE TWIN COPPER OR OTHER DESIGNATION AS REQUIRED BY CODE. 2.1.8 AUTOMATIC CONTROLLER: .1 AUTOMATIC CONTROLLER: FULLY AUTOMATIC IN OPERATION AND CAPABLE OF OPERATING THE NUMBER OF STATIONS OF REMOTE CONTROL VALVES AS NOTED. .2 CONTROLLER ENCLOSURE ASSEMBLY: PEDESTAL MOUNTED AS NOTED, WITH A SEPARATE STAINLESS STEEL ENCLOSURE, TERMINAL STRIP, ON/OFF DISCONNECT SWITCH W/110 VOLT GROUNDED OUTLET, RAINGUARD AUTO-RAIN SHUT-OFF DEVICE AND LOCKING, HINGED COVER. AVAILABLE FROM HYOROSCAPE PRODUCTS INC. 5805 KEARNY VILLA RD .. SAN DIEGO, CALIFORNIA (858)560-1600. . 3 AUTOMATIC CONTROLLERS SHALL BE OF THE TYPE AND MANUFACTURERS SHOWN ON THE DRAWINGS AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND DETAIL DRAWINGS. .4 ALL CONTROLLERS SHALL BE GROUNDED BY COPPER CLAD GROUNDING ROD AND GENERAL ELECTRIC LIGHTNING ARRESTOR #9L 15DCB002 (50 OHMS RESISTANCE REQUIRED) 2.1.9 REMOTE CONTROL VALVES, ELECTRICAL .1 THE ELECTRIC REMOTE CONTROL VALVES (PRESSURE REGULATING) SHALL BE OF THE STYLE AND MANUFACTURER'S SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILED DRAWINGS AND MANUFACTURER'S RECOMMENDATION. .2 VALVES SHALL BE INSTALLED A MINIMUM OF 6" FROM ALL FIXED OBJECTS AND 12' APART FROM EACH OTHER. 2.1.10 MASTER VALVE .1 SHALL BE OF THE STYLE AND MANUFACTURER'S SHOWN ON THE DRAWINGS, AND INSTALLED PER DETAILS, DRAWINGS AND MANUFACTURER'S RECOMMENDATIONS. 2.1.11 VALVE BOX: .1 ALL VALVES INCLUDING PRESSURE REGULATING VALVES, MASTER VALVES, REMOTE CONTROL VALVES, GATE VALVES, AND QUICK COUPLER VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS. ALL SHALL BE MARKED "PRV", "MV", "RCV", "CV", OR "OF" RESPECTIVELY WITH STATION NUMBERS FOR CONTROL VALVES EMBOSSED ON THE VALVE COVER. ALL SHALL STATE "RECLAIMED WATER" IN ENGLISH AND SPANISH. (RCV BOXES SHALL HAVE LOCKING COVERS) OTHER BOXES SUCH AS PULL BOXES, ETC. SHALL BE MARKED ACCORDINGLY. VALVE BOXES SHALL BE PURPLE IN COLOR. 2.1.12 SPRINKLER HEAD: .1 SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS. ALL SPRINKLER HEADS ARE TO HAVE FACTORY BUILT IN CHECK VALVES OR A CHECK VALVE UNDER EACH HEAD. SPRINKLER HEADS SHALL HAVE A FACTORY COLORED "PURPLE RECLAIMED WATER" DESIGNATION AS A PART OF THE SPRINKLER OR IF NOT AVAILABLE BE PAINTED PURPLE AS DIRECTED BY THE CITY OF CARLSBAD. DATE, 12/10/02 DRAf,',IN BY, JEH/Jv!MO ..JOB NUMBER,020be.l FILE, REVISIONS, 2.1.13 QUICK COUPLER VALVES (NOfll.POTABLE): .1 QUICK COUPLING VALVES SHALL BE AS SPECIFIED ON THE DRAWINGS. EACH QUICK COUPLER SHALL HAVE A MOLDED VINYL LOCKING COVER WITH ACME THREADS FOR RECLAIMED WATER SERVICE. .2 UPON COMPLETION OF THE CONTRACT AND PRIOR TO FINAL ACCEPTANCE, SUPPLY THE OWNER WITH QUICK COUPLER KEYS AND HOSE ELLS OF THE QUANTITY CALLED FOR IN IRRIGATION SECTION 2.1.22. THE KEYS AND HOSES ELLS SHALL BE OF THE SAME MANUFACTURER AS THE COUPLING VALVE. .3 SHALL BE 1' SIZE AS MANUFACTURED BY NELSON SPRINKLERS CO. 2.1.15 GATE VALVES: .1 GATE VALVES THRl!:E (3) INCHES AND SMALLER SHALL BE 150 POUND BASE, ALL BRASS/BRONZE CONSTRUCTION, SINGLE WEDGE DISC, INTEGRAL TAPER SEATS, NON-RISING STEM, SCREWED BONNETS, BRONZE CROSS HANDLE AND A BRASS/BRONZE GROUND JOINT UNION CONNECTION AT THE DOWNSTREAM OUTLET. VALVES SHALL BE CAPABLE OF BEING REPACKED WHILE UNDER PRESSURE. . 2 GATE VALVES FOUR (4) INCHES AND LARGER SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF SECTION 2.01 .08 OF THE STANDARD SPECIFICATIONS OF THE CITY OF SAN DIEGO, DOCUMENT NO. 727731 . .3 SHALL BE SIMILAR TO THOSE MANUFACTURED BY KENNEDY, STOCKHAM, NIBCO OR APPROVED EQUAL. 2.1.16MANUALCONTROL VALVE: .1 MANUAL CONTROL VALVE 314' AND 1' SIZE SHALL BE MADE OF HEAVY DUTY BRASS WITH A WHEEL HANDLE AND RATED TO 150 PSI. 2.1.17 ATMOSPHERIC VACUUM BREAKER: .1 ATMOSPHERIC VACUUM BREAKER 314" AND 1' SIZE SHALL BE MADE OF HEAVY DUTY BRASS CONSTRUCTION PREVENTING BACKFLOW OF WATER INTO FRESH WATER LINES. OPERATING PRESSURE OF 15 TO 150 PSI AND SHALL BE MANUFACTURED BY THE SAME MANUAL CONTROL VALVES LISTED ABOVE. 2.1.18 BACKFLOW PREVENTER: UNIT SHALL BE AS SHOWN ON PLANS. 2.1.19 CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. 2.1.20 BACKFILL SHALL BE CLEAN FILL SOIL WITH NO ROCKS OR CLODS 112" OR LARGER. 2.1.21 WARNING TAPE: .1 SHALL BE PLASTIC TAPE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS, "CAUTION: RECLAIMED WATER LINE BELOW''. THE OVERALL WIDTH SHALL BE 3 INCHES. .2 WARNING (CAUTION) TAPE SHALL BE MANUFACTURED BY THOR ENTERPRISE, INC., P.O. BOX 450 SUN PRAIRIE, WISCONSIN, 53590, (608) 837-7197 . 2.1.22 WARNING LABELS & SIGNS: SHALL BE APPROVED BY THE DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES FACILITIES SUCH AS CONTROLLER ENCLOSURE AS DESIGNATED BY THE DISTRICT ENGINEER OR INSPECTOR. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS. 2.1.23 WARNING TAGS: ALL RECLAIMED WATER SPRINKLER CONTROLS VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS . 2.1.24 CONTRACTOR SHALL PROVIDE TO THE OWNER: . 1 THREE (3) CONTROL VALVE KEYS. .2 FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. .3 TWO (2) 48" TEE WRENCHES FOR OPERATING BALL VALVES. .4 FIVE (5 EA.) QUICK COUPLER KEYS AND FIVE (5 EA.) HOSE BIB ASSEMBLIES (POTABLE & NON-POTABLE). . 5 FIVE (5) KEYS FOR OPENING AND LOCKING EACH AUTOMATIC CONTROLLER. 2.1.25 WYE STRAINER SHALL BE OF BRONZE BODY WITH SCREW FITTINGS. SEE DETAILS AND DRAWINGS. 2.1.26 IN-LINE PRESSURE REGULATOR SHALL BE AS SPECIFIED ON DRAWINGS. 2.1.27 SURGE ARRESTORS SHALL BE AS SPECIFIED ON DRAWINGS. PART 3 -EXECUTION 3.1 GENERAL REQUIREMENTS: 3.1.1 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 LANDSCAPE ARCHITECT BEFORE INSTALLATIONS. 3.1.2 INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 3.1.3 LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE DIGGING TRENCHES. 3.1.4 REFER TO THE CITY OF CARLSBAD STANDARDS FOR RECLAIMED PIPE INSTALLATION. ALL CITY OF CARLSBAD STANDARDS TAKE PRECEDENCE OVER PLANS AND SPECIFICATIONS FOR THE PROJECT UNLESS NOTED AND APPROVED. 3.2 INSTALLATION OF IRRIGATION SYSTEM: 3.2.1 EXCAVATION AND BACKFILLING OF TRENCHES: .1 EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TD LINE AND GRADE WITH 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 (LESS THAN 3") -18' MINIMUM PRESSURE MAINLINES (3" AND UP TO 5-112") • 24" MINIMUM POLYVINYL CHLORIDE NON-PRESSURE LINE • 12" MINIMUM CONTROL WIRE -18" MINIMUM .3 TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD: (1) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE. .4 SUBSOIL SHALL BE FREE OF ALL ROCKS AND CLODS 112 INCH IN DIAMETER, DEBRIS, ANO LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL. . 5 REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE DR 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. .7 BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS 112" AND LARGER. .8 CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALES. CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL. 3.2.2 UNDER EXISTING AND/OR PROPOSED PAVEMENT .1 TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHAL TIC CONCRETE OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH CLEAN FILL SOIL, IN A SLEEVE AND COMPACTED IN LAYERS TO 95% COMPACTION, USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING WHICH ARE NOT UNDER PAVING SHALL BE COMPACTED TO EQUAL COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT FLUSH WITH THE ADJOINING GRADE. THE IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO PAVING WORK. . 2 PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING OR HYDRAULIC DRIVING. HOWEVER, NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALT PAVING. .3 PROVIDE FORA MINIMUM COVER OF 18 INCHES FOR 2-112" PIPE AND LESS, 24' COVER FOR 3"-5-112" PIPE. SEE LEGEND FOR SLEEVE REQUIREMENTS . .4 SECURE PERMISSION FROM THE OWNER/DEVELOPER BEFORE CUTTING OR BREAKING EXISTING PAVEMENT. ALL NECESSARY REPAIRS AND REPLACEMENTS SHALL BE APPROVED BY OWNER/DEVELOPER, AND SHALL BE AT NO ADDITIONAL COST TO OWNER/DEVELOPER. 3.2.3 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. .2 THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED, 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, ANO OTHER SHARP-EDGED OBJECTS. .5 PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOL VENT 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 INSPECTION HAVE 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 MANUFACTURER ONLY . .11 SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATION . .12 ALL PRESSURE PIPE 3" OR LARGER SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT: AT GATE VALVES, TEES, ELBOWS, CROSSES AND ENDS OF PIPE RUNS; OR WHEREVER THE CITY ENGINEER DEEMS ONE TO BE NECESSARY. THRUST BLOCK SHALL BE INSTALLED AS PER DETAIL. 3.2.4 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 SMOOTH AN UNOBSTRUCTED FLOW IS OBTAINED. .2 CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. 3.2.5 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 SERVICE EACH VALVE IN SYSTEM. PROVIDE 2-FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. .3 INSTALL CONTROL WIRES AT LEAST 18" BELOW FINISH GRADE. .4 INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. .5 CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2-112 INCHES OF INSULATION FROM EACH WIRE. (2) CONNECTING AND SPLICING OF WIRE AT THE VALVES SHALL BE MADE USING DURA SEAL CRIMP SPLICES AS MANUFACTURED BY RAYCHEM CORPORATION. CONTRACTOR SHALL REFER TO RAYCHEM INSTALLATION PROCEDURES USING ULTRATORCH 3 HEATING TOOL. NO OTHER SPLICES WILL BE ALLOWED. 3.2.6 AUTOMATIC CONTROLLER: .1 AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES . .2 CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN THE PEDESTAL OF THE CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN IN SO FAR AS POSSIBLE. .3 ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. A CERTIFIED ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO THE SUB.PANELS, CLOCKS, OR ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH SHALL BE INCLUDED. .4 CONTROLLER SHALL BE INSTALLED WITH VANDAL-RESISTANT ENCLOSURES AS CALLED FOR ON THE DRAWINGS (STAINLESS STEEL) AS PROVIDED BY THE MANUFACTURER ON ADEQUATE CONCRETE FOUNDATION. 3.2.7 VALVES: .1 ALL VALVES SHALL BE INSTALLED AS SHOWN IN THE DETAILS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED BY THE CITY OF CARLSBAD FOR IDENTIFICATION, PER RECLAIMED WATER STANDARDS, IF USED . .2 ALL AUTOMATIC VALVES SHALL BE SIZED AS SHOWN ON PLANS. GATE VALVES SHALL BE LINE SIZE. .3 INSTALL EACH CONTROL VALVE IN A SEPARATE VALVE BOX WITH A MINIMUM OF 12" SEPARATION BETWEEN VALVES AND 6" FROM ANY FIXED OBJECT OR STRUCTURE . 3.2.8 VAL VE BOX: .1 INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VAL VE PER BOX . VALVE BOXES INSTALLED NEAR WALKS SHALL ABUT FROM THOSE ITEMS AND THE TOP SURFACES SHALL BE FLUSH WITH ITEMS LISTED ABOVE. .2 ALL BOXES ARE TO BE MARKED AS TO THE TYPE OF VALVE, CONTROL STATION NUMBER IF APPLICABLE AND IDENTIFIED AS REQUIRED, PER RECLAIMED STANDARDS. 3.2.9 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. 3.2.10 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. .2 INSTALL ALL QUICK COUPLERS IN 6" DIAMETER ROUND VALVE BOXES. 3.2.11 GATE VALVES & BALL VALVES: .1 INSTALL WHERE SHOWN AS DETAILED. 3.2.12 WARNING TAPE: WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS ND MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. 3.2.13 WARNING LABELS & SIGN: INSTALL WHERE SHOWN AS DETAILED 3.2.14 WARNING TAGS: INSTALL WHERE SHOWN AS DE+AILED 3.2.15 BACKFLOW PREVENTER: .1 BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS, ANO SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. .2 EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE LANDSCAPE ARCHITECT . 3.2.16 IN-LINE PRESSURE REGULATORS: .1 ADJUST AND INSTALL PER PLANS AND DETAILS. 3.2.17 SURGE ARRESTOR: .1 INSTALL PER PLANS AND DETAILS. 3.3 CLEAN-UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS DAILY OR AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. A .6 BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% ,~1~=,M,-~,:-BUILT " l---+--+-----------+--1-----1-~---l I SH7EET I CITY OF CARLSBAD ~6 PLANNING DEPARTMENT ~ ::=='...'::======::::::::::::::=:::::::=:::::::::==::::...:::=::::::::! T 2835 Camino def Rio South Suite 210 Son Diego, Collfornlo 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD M-10 STREET CENTER/.IN£ #lli. MCW//MENT CEN1FRUHE OF El CAMINO REAL AT ENGIN££R'S STATION 45#92 PER R.S 1800-f COUNTY BENCH /.£l€LS {NO. COUNTY 1£7i'T. ~TliOi. OA TA) 68.-119 OA l'//M: NGltfJ OF 1929 DATE INITIAL DATE INITIAL DATE INFTIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CfTY APPROVIIL IRRIGATION SPEOFlCA TIONS FOR: Calavero Hills II Village L2 ~A~~Ro~v~~/~~e,u_ .. _______ 2-2~03 ASSISTANT PLANNING DIRECTOR DATE DWN BY: CHKD BY: ~JW=H,___ RVWD BY: PROJECT NO. DRAWING NO. C.T. 00-02 403-6L CMWD z !: Cl I rn PREVAILINcS V'IIND E:>" MIN. AXIS .4 SECTION NOT TO SC.ALE 0 0 0 0 TREE PLANTED PER DETAIL STAKE BELOY'l C.ROY'lN OF TREE, MINE:> " "Y'lONDER TREE TIES" OR APPROVED EQUAL. SEC.URE Y'llTH IE:>c:I GALVANIZED NAIL (5 TOTAL) 2" DIAMETER X 10' LON.S LODGEPOLE PINE STAKE (2 TOTAL) 0 ROOTBALL NOTE, ALSO SEE TREE/SHRUB PLANTINcS DETAIL PLANTING NOTES I. THE CONTRACTOR SHALL PROTECT IN PLACE ALL EXl5TIN6 PLANTER AREA!:, AND PLANT MATERIAL A!:o INOICATED ON THE PLANS OR AS 5PE:CIFIED IN THE FIELD BY THE LAND!:oCAPE A~HITECT. 2. THE PLANTIN6 PLAN 15 DIA6RAMMATIC. ALL PLANT LOCATION!:, ARE APPROXIMATE. 9. APPLY A CONTACT HERBICIDE, v,iHEfl1.E r,IEEDS ARE PRESENT, PER MANUrACT1JRER'5 SPECIFICATIONS, A MINIMUM OF TEN DAYS PRIOR TO COMMENCEMENT OF ANY PLANTIN6 OR IRRl6ATION r,IORK. l'EED5, INCLUDIN6 THEIR ROOTS, SHALL BE ALLOr,IED TO COMPLETELY DIE BACK BEFORE F'ROCEEDIN6 JIIIITH JIIIORK. 4. SOIL TESTIN6 SHALL COMPLY r,IITH SECTION IV. C. 9-2 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 5. ALL AREAS JIIIITH A 6RADIENT OF 6,1 OR LESS TO BE PLANTED SHALL BE CROSS-RIPPED TO A DEPTH OF SIX INCHES AND SHALL HAVE THE FOLLOr,IIN<S AMENDMENTS SPREAD EVENLY AND THOROU<SHL Y BLENDED IN (GlUANTITIES ARE PER IPOO S.F.), A. 9 CUBIC Y ARD5 NITRO.SEN FORTIFIED REDr,IOOD 5HAVIN55 6. 100 POUNDS A<SRICULTURAL 6YPSUM C. 15 POUNDS IRON SULFATE D. 25 POUNDS 16-b-e SLOJ/11 RELEASE FERTILIZEl't PLEASE NOTE THAT THE AMENDMENTS MAY CHAN.SE, BASED ON THE SOIL ANALYSIS. 6. EACH PLANT SHALL RECEIVE A6RIFORM PLANT TABLETS A5 FOLLOJ/115, FLAT SIZE PLANT (I) 1 <SAAM I <SAL CONTAINER (I) 21 6RAM 5 6AL CONTAINER (9) 21 61'tAM 15 6AL CONTAINER (5) 21 6RAM i. BACKFILL SHALL COMPLY JIIIITH 5ECTION IV. C. e-2 OF THE CITY OF CARLSBAD LANDSCAP!!: MANUAL. e. PLANTS SHALL BE INSTALLED PER PLANTIN6 DETAILS PROVIDED IN THESE PLANS. PLANT MATERIAL 5HALL NOT BE ROOT 60UND. FIVE 6ALLON PLANTS AND LAR6ER SHALL HAVE BEEN 6ROJIIIN IN CONTAINERS FOR A MINIMUM OF 6 MONTHS AND MAXIMUM OF Tr,IO YEARS. PLANTS SHALL EXHIBIT HEAL THY 6ROr,ITH AND BE FREE OF DISEASES AND PE5T5. ( A )..,._T_R_E_E_S_T_A_K_IN_G ___________ _ dJ. STAKE ALL TREES PER DETAIL. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE 6R0r,ITH ON ALL TREES. 10. PLANT AU.. AREAS JIIIITH 6P=taUNDCOVER TO JIIIITHIN 6" OF SHRUB OR TREE TRUNKS, II. PLACE PLANTS NO CLOSER THAN 4e" TO SPRINKLER HEADS. 12. ALL 6ROUND COVE!RS SHALL BE 6UAAANTEED BY THE CONTRACTOR A5 TO 6ROJIIITH AND HEAL TH FOR A PERIOD OF SIXTY DAYS FOLLOr,IIN<S COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PROJECT BY THE Or,INER OR Or,INER'5 REPRESENTATIVE. ALL SHRIJ65 SHALL BE 6UARANTEED 6Y THE CONTRACTOR A5 TO 6ROJIIITH AND HEAL TH FOR A PERIOD OF SIXTY DAYS FOLLOJIIIIN<S COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PROJECT BY THE OJIIINER OR OJIIINER'S REPRESENTATIVE. ALL TREES SHALL BE 6UARANTEED BY THE CONTRACTOR A5 TO <SROJIIITH AND HEAL TH FOR A PERIOD OF Tr,IELVE MONTHS FOLLOJIIIIN6 COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PROJECT BY THE OJIIINER OR OJIIINER'5 REPRESENTATIVE. THE CONTRACTOR, r,IITHIN 15 DAYS OF NOTIFICATION BY THE LANDSCAPE A~HITECT OR Or,INER, SHALL REMOVE AND REPLACE ALL 6LJARANTEED PLANT MATERIALS r,IHICH FOR ANY REASON FAIL TO MEET THE REGlUIREMENTS OF THE 6UARANTEE. REPLACEMENT SHALL BE MADE JIIIITH PLANT MATERIALS AS INDICATED OR 5PE:CIFIED ON THE ORl61NAL PLANS, AND ALL SUCH REPLACEMl!NT MATERIALS SHALL BE 6LJARANTEED AS SPECIFIED FOR THE ORl<SINAL MATERIAL 6UARANTEE. 5EC.TION NOT TO SC.ALE NOTE, ALSO SEE TREE STAKINcS DETAIL 0 0 0 0 0 0 0 ® 0 TREE OR SHRUB ROOTBALL DIG HOLE 2X V'IIDTH AND DEPTH OF ROOTBALL AND FILL V'IITH V'IATER AND ALLOY'l TO PERCOLATE INTO SUBSOIL. FILL HOLE V'IITH E:>" DEPTH NATIVE BACKFILL MATERIAL. TAMP AND MOUND SLlcSHTL Y. SET ROOT BALL IN HOLE 50 THAT ROOT CROY'lN IS I" ABOVE FINISH 6RADE. REPLACE BACKFILL MATERIAL (PER SOILS REPORT) UP TO 2/5 THE HEl6HT OF THE ROOT BALL, TAMPINi:, AND SETTLIN6 AROUND REMAININ6 1/5 OF ROOT BALL. CREATE IRRl6ATION BASIN A MINIMUM OF E:>" BEYOND SIDES OF ROOT BALL. IRRl6ATE FROM TOP TO SETTLE BACKFILL AND BERM, FILLIN6 BASIN. FINISH 6RADE FERTILIZER TABLETS PER SOILS REPORT l!l. CITY OF CARLSBAD APPROVED JUTE MESH OR APPROVED EGUAL SHALL BE APPLIED ACCORDIN6 TO MANUFACTURER'S SPECIFICATION5 JIIIITH HYDROSEED JIIIHEN PLANTIN6 BETv,iEEN AU6UST 15 AND APRIL 15. HYDROSEEDIN6 15 TO BE INSTALLED PRIOR TO INSTALLATION OF JUTE MESH. 14. COVER CROP HYDR05EED MIX PER HYDR05EEO NOTES SHALL BE INSTALLED IF PLANTIN6 OCCURS BETv,iEEN APRIL 16 ANO AU6U5T 14. 15. INSTALL A 9' LAYER OF OR6ANIC MULCH IN ALL NON-TURF PLANTIN6 AREAS LESS STEEP THAN 9,1, SUBMIT A SAMPLE TO LANDSCAPE A~HITECT AND CITY INSPECTOR PRIOR TO ORDERIN6. 16. INSTALL A ldJ" DEEP "BIO-BARRIER" ALON6 PAVIN6 PER DETAIL "C", THIS SHEET, v,iHEREVER TREES ARE LOCATED JIIIITHIN 5' OF PAVIN6. HYDROSEED I NG NOTES I. 6ENERAL 5PECIFICATION5 ALL SLOPES INDICATED ON THESE PLANS TO BE PLANTED 5HALL BE HYDR05EEDED JIIIITH A COVER CROP PER THE FOLLOV'IIN6 NOTE!:o. BOTANIGAL NAME -COMMON NAME -RATE/ACRE HYDR05EED MIX •I LOBULAR.IA MARITIMA -SY'IEET AL Y!:oSUM -10 Le/ACR!:: II. HYDRO!:oEEDIN6 !:oll!!',PEN5lON OR !:oLURRY COMPOSITION A. SEED MIXTURE • REG. RATE PER ACRE. B. CONv,iEB OR EGUAL VIR6IN r,IOOD CELLULO5E FIBER MULCH -2000 POUNDS/ACRE. (s)a-_T_R_E_E_/S_H_R_U_B_P_LA_N_T_IN_G ________ _ C. ECOLO6Y CONTROL M-BINDER -150 POUNDS/ACRE IV. APPLICATION PP=taCEDURES AND EQUIPMENT A. EQUIPMENT. HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF THE SEED AND 5LURRY OF PREPARED FIBER MULCH 5HALL BE OF THE "SUPER HYDROSEEDER" TYPE. THIS EQUIPMENT SHALL HAVE A BUILT-IN A6ITATION S'l"STEM AND OPERATIN6 CAPAGITY SUFFICIENT TO A61TATE, SUSPEND AND HOMO6ENEOU5LY MIX A SLURRY CONTAININ6 NOT LESS THAN 40# OF FIBER MULCH FOR EACH 100 6ALLON5 OF JIIIATER. I I I 1----11 I I . . I .. I . I ,___....,I . • . I • Cl _I Cl = Cl _I Cl • I ___ __.,,... PLAN 18" NOT TO 5CALE SEC.TION 0 ROOT BARRIER, I<!" DEEP "BIO-BARRIER" @PAVED SURFACE ® FINISH GRADE @ROOT BALL @TREE TRUNK NOTE, CITY INSPECTOR MUST APPROVE ROOT 6ARRIER MATERIAL PRIOR TO INSTALLATION. THE SLURRY DISTRIBUTION LINES SHALL BE LAR6E ENOU6H TO PREVENT STOPPA<SE AND SHALL eE EQUIPPED JIIIITH A 5ET OF HYDRAULIC SPRAY NOZZLES r,IHICH r,IILL PROVIDE A CONTINUOUS NON-FLUC.TUATIN6 DISCHAR6E. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1,500 6ALLON5 AND 5HAU.. BE MOUNTED ON A TRAVELIN6 UNIT, EITHER SELF-PROPELLED OR DRAJIIIN BY A SEPARATE UNIT, JIIIHICH JIIIILL PLACE THE SLURRY TANK SPRAY NOZZLES r,IITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SEEDED. B. PREPARATION. THE SLURRY PREPARATION SHALL TAKE PLACE AT THE SITE OF r,IORK AND SHALL BE.SIN BY ADDIN6 r,IATER TO THE TANK r,IHEN THE EN.SINE 15 AT HALF-THROTTLE. JIIIHEN THE JIIIATER LEVEL HAS REACHED THE HEl6HT OF THE A6ITATOR SHAFT, <SOOD RECIRCULATION SHAU.. BE ESTABLISHED AND, AT THIS TIME, THE SEED SHALL BE ADDED FOLLOv,iED BY THE FIBER MULCH. FIBER MULCH SHALL ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND JIIIHEN THE TANK 15 AT LEAST ONE-THIRD (1/9) FILLED JIIIITH r,IATER. THE EN.SINE THROTTLE SHALL eE OPENED TO FULL SPEED JIIIHEN THE TANK 15 HALF-FILLED r,IITH r,IATER. ALL THE FIBER MULCH SHALL eE ADDED BY THE TIME THE TANK 15 Tr,IO THIRDS (2/5) TO THREE FOURTHS (9/4) FULL. SPRAYIN6 SHAU.. COMMENCE IMMEDIATELY JIIIHEN THE TANK 15 FULL. C. APPLICATION. THE! OPERATOR SHALL SPRAY THE AREA r,IITH A UNIFORM, VISIBLE COAT BY USIN6 THE 6REEN COLOR OF THE FIBER MULCH AS A 6UIDE. THE SLURRY SHALL BE APPLIED IN A 5r,IEEPIN6 MOTION, IN AN ARCHED STREAM 50 A5 TO FALL LIKE AAIN, ALLOJIIIIN6 THE r,IOOD FIBERS TO BUILD ON EACH OTHER. GONTINUE APPLICATION UNTIL A <SOOD COAT 15 ACHIEVED AND THE MATERIAL 15 SPREAD AT THE REGlUIRED RATE PER ACRE. D. ALL BARE SPOTS SHALL BE RESEEDED r,IITH SAME HYDROSEED AND !:oUSPENSION COMPOSITION r,IITHIN THIRTY (!10) DAYS TO THE 5ATl5FACTION OF THE Or,INER. NO SEED SUBSTITUTIONS JIIIILL BE ALLOl'ED r,IITHOUT PRIOR EXPRESS JIIIRITTEN AUTHORIZATION OF THE LAND¾APE A~HITECT AND CITY INSPECTOR. ALL SEEDS ARE AVAILABLE THROU6H HYDRO PLANT (160)144-1960. C1-----© ROOT BARRIER ... ¢10WflRD ft)SOClftTfS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 1:2/10/0:2 DR.AHN 6Y, JEH/MMO J06 NUMSER,02068.1 FILE, REVISIONS, T 2835 Camino del Rio South Suite 210 Son Diego, Collfornlo 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT " P.E. EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE BENCHMARK: DESCRIPTION: STANOARO 11-10 STREET CENTFRt.lNE l#E1.1. lllWIJU£NT LOCATION: CENTERUN£ OF B. CAJ/INO REAL AT ENCINEER's STA l/ON -15#92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH l.£V£l..S {NO. COUNTY VERT. fXWTRC¥. DATA) ELEVATION: 68.-179 OATW: NG',,f) OF 1929 DATE INITIAL ENGINEER OF WORK PLANT LEGEND S'l"MSOL eoT ANIC.AL NAME COMMON NAME SIZE GTY. C.A ■ ME ev GA RL SM CID D C. E H CD F u p V ~ R 0 RB J 0 T ~ SJF.EEI JF.EE!> CUPANIOPSIS ANACARDIOIDES LIGUIDAM6AR STYRACIFLUA MET1'lOSIDER05 EXCELSA JF,EE5 BAUHINIA VARIEcSiATA GIJEFlC,US A6RIFOLIA RHUS LANCEA SC.HINUS MOLLE SHRUBS C.ISTUS LADANIFER C.OMAROSTAPHYLOS DIVERIFOLIA C.OTONEASTER PARNEYI CUPHEA HYSSOPIFOLIA DENDROMEC.ON RlcSilDA EC.HIUM FASTU05UM FREMONTODENDRUM CALIFORNICA PHORMIUM TENA>< PHOTINIA FRASER! PITTOSPOllWM VARIE6ATA' PITTOSPOllWM ·~HEELER.I I f'RUNUS ILICIFOLIA RHAMNU5 CALIFORNICA RHAPHIOLEPl5 'BALLERINA' RHAF'HIOLEPIS 'JAC.K EVANS' SALVIA LEUC.ANTHA TEC.OMARIA CAPENSIS VINES MACF ADYENA 'UNcS,lJIS-C.ATI I 6801./NP C.QYERS LOBULARIA MARITIMA (SEE HYDROSEED NOTES) MYOF'ORUM PARVIFOLIUM !YA HAYESIANA l=RIOPHYLLUM C.ONFEftTIFOFWM SALVIA 'ALLEN CHIC.KER!Nc:,' !'>AL VIA SONOMENSIS ATRIPLEX SEMIBACCATA MIMULIJS PUNIC.EUS UNDl=RPLANT Y'll'Tl-1, !YA HAYESIANA ERIOPHYLLUM C.ONFERTIFOFWM SALVIA 'ALLEN CHIC.KERINc:,' MYOPOllWM PAC.IFICUM IN UNDER.PLANT ~ITH: DELOSPERMA ALBA MARATHON 111 MAPANTHU5 ORIENTAL.IS MYOF'OllWM PACIFIC.UM HERMEROCALLIS HY'BRIOS DATE INrTIAI. C.ARROTV'IOOD 24"eox AMERICAN Si"IEET (!,lJM 24" eox NE~ ZEALAND CHRISTMAS TR.EE!: 24" eox PURPLE ORCHID TREE 24" eox C.OA5T LIVE OAK 15 (SAL. AFR.IC.AN 5UMAC. 5 6AL. CALIFORNIA PEPPER 15 (SAL. CRIMSON SPOT ROCK ROSI! I 6AL. 5UMMER HOLLY !5 6AL. FtED C.LUSTERBERRY F AL.SI! HEATHER BUSH POPPY PRIDE OF MADEIRA FLANNEL BU5H 'DARK DELl<SHT' CHINESE PHOTINIA VARIE6ATED TOBIRA ~HEELE1'l'5 Di"IARF PITTOSPORLIM HOLL YLEAF CHERRY 'EVE CASI!' Di"IARF INDIA HAJf,ITHORN INDIA HAJf,ITHORN MEXICAN 6U5H SA6E CAPE HONEY5UCKLE C.ATC.l,AJf,I VINE Si"IEET AL YSSUM I (SAL. !5 6AL. I 6AL. I· 6AL. .6AL. !5 6AL. 5 (SAL. 5 cSiAL. 5 6AL. I ISoAL. 5 cSiAL. 5 6AL. 5 cSiAL. I 6AL. 5 cSiAL. !5 cSiAL. 1 5 ~ 10 e 11 21 4 II ::,1 21 1e, 14 II 1e, !54 4"1 II II 41 51 9"1 90 11 l"ROSTRATE MYOPOFWM POVERTY Y'IEEP (60%) c:>OLDEN-Y AR.ROY'! (20%) FLATS • 12" O.C.. ALLEN C.HIC.KEftlNc:> SME (20%) C.~INc:, 5ME: (eOSIS) AUSTRALIAN SAL TBIJ5H (10%) RED MONKEYFLOll'IER (IOSIS) POVERTY Y'IEEP (60SIS) c:>OLDEN-Y AR.ROY'! (20%) ALLEN CHIC.KERINc:> SME (20%) MYOPORUM I i!oAL • !!56" O.G. I 5AL • !36" O.G. I 5AL • !36" O.G. FLATS• 12" O.C. ~HITE TRAILIINcSi IC.EPLANT FLATS • 12" O.C.. Di"IARF FE5c.UE FROM SEED LILY OF THE NILE -PURPLE MYOPORUM I 6AL • lt'J" O.C.. FLATS • 12" O.C.. DAYLIL Y -YELLOl"I I cSiAL • 12" O.C.. I SaET 1 CITY OF CARLSBAD uT] PLANNING DEPARTMENT 6 PLANTING NOTES AND DETAILS FOR: Calavera Hills II Village l2 A~ROV~8~ &2-':/:QJ. ASSISTANT PLANNING DIRECTOR DATE DWN BY:~ PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: JWH REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 00-02 403-6l CMWD __ -__ _ i I i 1 • DATE, 12/10/02 DRAV'!N BY, JEH/MMO JOB NlJMBER,02068.1 PILE, REVISIONS, 1:1. ~ ii~~Rfls ~ ·~ 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 40 ~ "AS-BUILT " P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE 20 I North 1" = 40' 0 40 80 120 r I t ~ I GRAPHIC SCALE BENCHMARK: lREET CEN7ERUNE DESCRIPTION: STANDARD Af-10 S wm AfONUAfENT 7ERUNE OF El CAIi/NO REAL LOCATION: fl' ENGINEER's STATTON .f.54+92 PER R.S 1800-1 RECORD FROM: r;f/j/,%_8f!J,,?f.J LEVELS (NO. COUNTY 1£/?T. ELEVATION: 68.479 DAllJAf: NG/dJ OF 1929 DATE INITIAL ENGINEER OF WORK r r 1 / / \ I I 1' i I ,. ;' I I I I i ( I I I I I l j It ---7, ;l J. I •. /2 ;l /2 I I /' y i 106D ' r r \ I ' ' I ,, ' ' FOR PLANTING LEGENDE~~T~~R AND DETAILS, SEE SHE . PLANTING SPECIFICATIONS, SEE SHEET 11. '7--/3·6 DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INmAL CITY APPROVAL I SH9ET I ! f North 1" = 1 O' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TY OF CARLSBAD CI PLANNING DEPARTMENT Lill PLANTING PLAN FOR, Calavera Hills II Village L2 A ROV ezc./-03 ~~~~~iliB:CQi~:'i'Ql~~~~ DATE ASSISTANT PLANNING DIRECTOR DRAWING NO. PROJECT NO. t:: J g~~D B~~: JWH C, T, 00-02 40J-r:11-RVWD BY: CMWD __ -__ _ w CJ z <( I u z C) \-u :__) ~ r (J) z 0 (_) 031203 LOT 1 \ / .I / I ; / ./ /,• _ .. --· I j I LOT15 EXISTIN'G WATER TANK FOR PLANTING LEGEND, NOTES AND DETAILS, SEE SHEET 8 FOR IRRIGATION SPECIFICATIONS, SEE SHEETS 11412 "AS-BUILT " P.E. EXP ___ _ REVIEWED BY: INSPECTOR DATE DATE trJl'I 4:2:2.5) (F,s, 411.5) --<~ """""~ .. ...-:: .. ::-.:·:~ "•. '• '-,. ... '-""" .. ."" • ... North 1" = 1 O' ··{:·:,. ;1 . h \, )'··-,/ GRAPHIC SCALE BENCHMARK: DESCRIPTION: STANDARD U-10 STR£ET CENTFJUI£ IIEl1. AIOMNENT LOCATION: CENTERllNE OF El. CAMINO HE:Al AT ENGINEER's STA "/la>/ 454+92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH i.E',fl_S {NO. CO/JNTY I.ERT. ct:WTROl OATA} ELEVATION: 68. -119 OA TUAI: N(;',{) OF 1929 OATE INITIAi. ENGINEER OF WORK ; I I / / (Tl"4 411.5) / (F,!i, 416.5) I / ,• / / / / I DATE, 12/10/02 DRAll'!N BY, JEH/MHO J06 NUMBER,O2O€>8.I FILE, REVISIONS, REVISION DESCRIPTION LOT12 ,.A. ct:IOWflRD ft)SOClftTf S T LANDSCAPE. ARCHITECTURE 21135 Camino del Rio South Suite 210 San Diego, Callfornla 92101! {619)718-9660 FAX {619)718-9669 RLA #2919 OATE INITIN.. OATE INITIAL OTHER APPROVAL CllY APPROVAL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. rn:J CITY OF CARLSBAD uTI 0 PLANNING DEPARTMENT 6 PLANTING PLAN FOR: I Calavera Hills II LOT 15 RECREATION AREA ~v~ 2.-Zt/-03 ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: JWH RVWD BY: C.T. 00-02 403-6L CMWD __ -__ _ SECTION 02483 -LANDSCAPE FINISH GRADING AND PLANTING 1. GENERAL THE GENERAL AND SPECIAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION AS THOUGH WRITTEN HEREIN. 2. SCOPE OF WORK 2.1 FURNISH ALL LABOR MATERIALS, AND EQUIPMENT TO PROVIDE AND INSTALL SOIL PREPARATION, FINISH GRADING, AND PLANTING AS DESCRIBED HEREIN AND UPON THE PLANS. 2.2 THE CONTRACTOR SHALL AOEQUATEL Y PROTECT THE WORK, ADJACENT PROPERTY, AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY, AND LOSS DUE TO HIS ACTS OR NEGLECT. 2.3 WORK NOT INCLUDED: ROUGH GRADING AND DRAINAGE. 3. SAMPLES, TESTS, AND INSPECTIONS 3.1 THE SOURCE OF THE PLANT MATERIAL SHALL BE FURNISHED IF REQUESTED BY THE LANDSCAPE ARCHITECT. 3.2 ANY SAMPLING, TESTING, OR INSPECTION COSTS OF MATERIALS ARE TO BE BORNE BY THE CONTRACTOR, AND COPIES OF INSPECTION CERTIFICATES, REQUIRED BY LAW, SHALL BE FURNISHED TO THE OWNER WITHOUT CHARGE. 3.3 THE LANDSCAPE ARCHITECT MAY, AT THE OWNER'S REQUEST, VISIT NURSERIES AND TAG SPECIFIC TREES FOR INSTALLATION. 4. MATERIALS PLANTS: 4.1 NOMENCLATURE: SEE PLANT MATERIALS LABELED ON LANDSCAPE PLANTING PLAN. 4.2 CONDITIONS: PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEAL THY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS OR THEIR EGGS, EXCESSIVE ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS, AND SHALL HAVE HEALTHY, NORMAL ROOT SYSTEMS, WELL FILING THEIR CONTAINERS, BUT NOT TO THE POINT OF BEING ROOT BOUND. TREE TRUNKS SHALL BE STURDY AND WELL HARDENED-OFF. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT AS AUTHORIZED BY THE LANDSCAPE ARCHITECT. IN NO CASE SHALL TREES BE TOPPED OR PRUNED BEFORE DELIVERY. PLANTS SHALL BE GROWN IN NURSERIES WHICH HAVE BEEN INSPECTED BY THE STATE DEPARTMENT OF AGRICULTURE AND HAVE COMPLIED WITH ITS REGULATIONS. 4.3 IDENTIFICATION: PLANTS SHALL BE OF THE VARIETY AND SIZE REQUIREMENTS HEREIN. ONE OF EACH BUNDLE OR LOT SHALL BE TAGGED WITH PLANT NAME IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. 4.4 SUBSTITUTIONS: SUBSTITUTIONS FOR THE INDICATED PLANT MATERIALS MAY BE PERMITTED, PROVIDED THE SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE BY THE LANDSCAPE ARCHITECT AND CITY LANDSCAPE INSPECTOR ANO THE SUBSTITUTIONS ARE MADE AT NO ADDITIONAL COST TO THE OWNER. EXCEPT FOR THE VARIATIONS SO AUTHORIZED, ALL SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE! INDICATE OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. 4.5 PLANT INSPECTION AND REJECTION: ROOT CONDITION OF PLANTS WILL BE DETERMINED BY THE LANDSCAPE ARCHITECT THROUGH THE REMOVAL OF EARTH FROM THE ROOTS OF AT LEAST TWO PLANTS BUT NOT MORE THAN 2% OF THE TOTAL NUMBER OF SPECIES FROM EACH SOURCE. 5. MATERIALS 5.1 SOIL AMENDMENTS: ALL AREAS TO BE PLANTED AND IRRIGATED WHICH ARE LESS THAN 3:1 IN SLOPE ASPECT SHALL RECEIVE SOIL AMENDMENTS, UNLESS OTHERWISE NOTED. THE FOLLOWING SOIL AMENDMENTS ARE TO BE USED AS THE BASIS FOR BIDS. ONCE ALL SITE IMPROVEMENTS ARE IN PLACE AND APPROXIMATE FINISH GRADES ESTABLISHED, THE CONTRACTOR SHALL FURNISH TO THE OWNER A SOILS REPORT MADE FROM THE SURFACE AND SUBSURFACE (18" BELOW GRADE) SOIL BY SOILS AND PLANT LABORATORY, P.O. BOX 11744, SANTA ANA, CALIFORNIA 92711: (714) 558~333. THE REPORT SHALL INCLUDE PH, N.P.K., SAR, ECE, BORON LEVELS, AND SOIL PARTICLE EVALUATION. LANDSCAPE ARCHITECT SHALL REVIEW THIS REPORT PRIOR TO COMMENCEMENT OF SOIL PREPARATION OR PLANTING. GENERAL SOIL PREPARATION, AMOUNT PER 1,000 SQUARE FEET: A. NITROGEN STABILIZED ORGANIC AMENDMENT, 3 CY. YDS., DERIVED FROM COMPOSED REDWOOD SHAVINGS OR FINELY GROUND FIR OR REDWOOD BARK. SHALL CONTAIN A MINIMUM 0.5 % AVAILABLE NITROGEN. B. 200 LBS. GRO-POWER PLUS (SO. CAL. ORGANIC FERTILIZER COMPANY). C. 200 LBS. AGRICULTURAL GYPSUM. D. 10 LBS. SOIL SULFUR. 5.1.1 BACKFILL MIX: A. 6 PARTS BY VOLUME ON-SITE SOIL B. 4 PARTS BY VOLUME ORGANIC AMENDMENT PER ABOVE. C. 10 LBS. GRO-POWER PLUS PER CU. YD. OF MIX. D. 2 LBS. IRON SULFATE PER CU. YD. OF MIX. E. 10 LBS. AGRICULTURAL GYPSUM PER CU. YD. OF MIX. 5.1.2 A COPY OF DELIVERY SLIPS ON ALL MATERIALS USED ON THE PROJECT SHALL BE DELIVERED TO THE OWNER. 5.1.3 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT WHEN PROOF OF SUBMITTED THAT ANY MATERIAL SPECIFIED IS NOT OBTAINABLE. ALL SUBSTITUTIONS ARE SUBJECT TO REVIEW BY THE OWNER. 5.2 TREE STAKES: TREE STAKES SHALL BE 2: IN DIAMETER BY 10' LONG NEW PINE LODGE POLES TREATED WITH COPPER NAPTHENATE UNLESS OTHERWISE NOTED. 5.3TIES: 5.3.1 PER PLANTING DETAIL. 5.4 IMPORT SOIL OR TOPSOIL: 5.4.1 NATURAL FRIABLE SOIL POSSESSING THE SAME CHARACTERISTICS OF THE EXISTING SITE SOIL. PROVIDE SOIL FREE FROM SUBSOIL, BRUSH, OBJECTIONABLE WEEDS, ROCKS, ORGANIC OR INORGANIC DEBRIS, AND CLAY. THE SOIL SHALL BE FREE OF ANY TOXIC SUBSTANCES, ORGANIC OR INORGANIC, SOIL STERILANTS, SALTS: AND NO SOIL REMOVED FROM ROAD BED EXCAVATIONS. 5.4.2 THE CONTRACTOR SHALL FURNISH UPON THE REQUEST OF THE LANDSCAPE ARCHITECT A SOILS REPORT MADE FROM THE INTENDED IMPORT BY SOIL AND PLANT LABORATORY. SEE SECTION 5-A OF THESE SPECIFICATIONS. THE REPORT SHALL INCLUDE PH, N.P.K. SAR, ECE, BORON LEVELS, AND SOIL PARTICLE EVALUATION. ANY SOILS IMPORTED TO SITE AND FOUND TO BE UNSUITABLE BY THE LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE SITE AND REPLACED WITH AN APPROVED SOIL AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PAV ALL EXPENSES FOR SOIL TESTING OF IMPORT MATERIALS. 6. INSTALLATION 6.1 SCHEDULING: PLANTING SHALL NOT COMMENCE UNTIL COMPLETION OF ALL CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL AND SPRINKLER INSTALLATION. ALL CONTAINER STOCK SHALL BE SPOTTED ON-SITE BY THE CONTRACTOR PER PLANS PRIOR TO PLANTING. PLANT PITS SHALL NOT BE EXCAVATED UNTIL THE REVIEW OF PLANT LOCATIONS BY THE LANDSCAPE ARCHITECT. 6.2 SOIL PREPARATION: 6.2.1 IRRIGATE SITE NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE PER MANUFACTURER. REPEAT PROCESS IF REQUIRED BY LANDSCAPE ARCHITECT. 6.2.2 APPLY SOIL AMENDMENTS AS SPECIFIED, EVENLY AND AT THE SPECIFIED APPLICATION RATES. 6.2.3 ROTOTILL TOP 6" OF SOIL TO A LOOSE AND FRIABLE CONSISTENCY. 6.2.4 FINISH GRADE TO CONTOURS AND SPOT ELEVATIONS SHOWN ON PLANS. 6.2.5 AT TIME OF PLANTING, ALL AREAS TO BE PLANTED OR SEEDED SHALL BE FREE OF STONES, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER 1" IN DIAMETER OR LARGER AND SHALL BE FREE FROM ALL WIRE, PLASTER. OR SIMILAR OBJECTS THAT WOULD BE HINDRANCE TO PLANTING OR MAINTENANCE. 6.2.6 SLOPES STEEPER THAN 3:1 SHALL BE RAKED SMOOTH, BUT SHALL NOT RECEIVE SOIL AMENDMENTS (EXCEPT IN PLANT PITS, IF ANY): UNLESS SPECIFIED ON THE PLANS. 6.3 LANDSCAPE FINISH GRADING: 6.3.1 FINISH GRADING AFTER SOIL PREPARATION SHALL ESTABLISH FINAL FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. FLOWLINES AND GRADIENTS SHALL BE ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE OUTLET OR AN INLET STRUCTURE. 6.3.2 FINISH GRADE FOR ALL LAWN AREAS SHALL BE 1" BELOW SIDEWALKS AND CURBS, EXCEPT AT LOCATIONS THAT DRAINAGE WATER WILL FLOW ONTO OR ACROSS HARDSCAPE, CURBS OR PAVING. AT THESE CONDITIONS, THE GRADE SHALL BE FLUSH OR NOT MORE THAN 114" BELOW HARDSCAPING. FINISHED GRADES SHALL BE OF UNIFORM SLO~E RADE BETWEEN POINTS OF FIXED ELEVATIONS OR ELEVATION CONTROLS, AND FROM S \'.. ABLISH GRADES. ~;.,."""",~-iii 6.3.3 ALL FINISH GRADES SHALL BE FLOATED TO ASSURE A UNIFORM SURFACE WITHOUT IRREGULAR DIPS OR RIDGES. ALL TURF AREAS SHALL BE FLOATED WITH A MINIMUM 4' WIDE FLOAT AND GRADED AWAY FROM THE ESTABLISHED FLOWLINE. ROLL ALL PROPOSED TURF AREAS AND RE.FLOAT TO ELIMINATE DEPRESSIONS. 6.3.4 CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING ALL PLANTING AREAS TO FINISH GRADE AFTER SOIL PREPARATION WHICH SHALL BE 1" BELOW PAVING AND CURBS OR AS NOTED BY SPOT ELEVATIONS. SPECIAL ATTENTION SHALL BE GIVEN TO MAINTAINING CONTINUOUS AND EVEN FLOWLINES, AND DRAINAGE AWAY FROM STRUCTURES, TO DRAIN INLET OR OUTLETS. GRADES SHALL BE ESTABLISHED TO DRAIN ALL WATER AWAY FROM STRUCTURES BEHIND WALLS. WHEN DRAINAGE IS DIFFICULT TO ACHIEVE, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST A SOLUTION BEFORE CONTINUING. GRADE IN SHRUB AREAS SHALL BE ESTABLISHED PRIOR TO PLANTING TO ENSURE PROPER FINAL PLANTING HEIGHTS. 6.3.5 ALL FILL AREAS AND CONSTRUCTED BERMS OR MOUNDS SHALL BE COMPACTED IN EVEN LEVELS TO A MAXIMUM COMPACTION OF 80%. 6.4 SPACING: WHEN PLANT MATERIAL IS SPACED IN ROWS, THE TOTAL DIMENSION SHALL BE VERIFIED AND THE PLANTS EQUALLY SPACED WITHIN THE DESIGNATED AREA. WHEN PLANT MATERIAL IS SHOWN IN A LOOSE PATTERN, THE CONTRACTOR SHALL SPACE THE MATERIAL AS SHOWN ON PLANS OR AS DIRECTED BY LANDSCAPE ARCHITECT. GROUND COVER MATERIAL SHALL BE TRIANGULARLY SPACED PER DIMENSIONS INDICTED ON PLANS (WHERE APPLICABLE). 6.5 PLANT PITS: PLANT PITS SHALL BE DUG WITH LEVEL BOTTOMS WITH WIDTHS AND DEPTHS AS SHOWN IN DETAIL DRAWINGS. PITS FOR TREES SHALL BE DUG SQUARE. FILL PITS WITH WATER AND ALLOW TO DRAIN OUT. PLANT HOLES DUG BY AUGER METHOD WILL BE ACCEPTABLE, BUT SHALL HAVE SIDE WALL ROUGHENED OR SQUARED WITH A SHOVEL. SLICK PIT WALLS CAUSED BY AUGERING IN TOO WET SOIL WILL NOT BE ACCEPTED FOR PLANTING. 6.6 REMOVAL FROM PLASTIC CONTAINERS: ALL CONTAINER STOCK SHALL BE REMOVED FROM CONTAINER IN SUCH A WAY AS TO NOT DISTURB THE ROOT BALL. TAP CONTAINER AROUND ALL SIDES AND BOTTOM TO LOOSEN SOIL FROM CONTAINER. TURN CONTAINER UPSIDE DOWN AND CAREFULLY SLIDE OUT WITHOUT PULLING ON THE PLANT STEM OR TRUNK. ROOT BALL SHALL BE SUFFICIENTLY MOIST TO PREVENT DISTURBANCE OF ROOTS UPON REMOVAL OF THE CONTAINER. 6.7 HANDLING: NO PLANT MATERIAL SHALL BE PLANTED IF THE BALL IS BROKEN OR CRACKED EITHER BEFORE OR DURING THE PROCESS OF PLANTING. 6.8 SETTING: PLANTS SHALL BEAR SAME RELATION TO SOIL LEVEL WHEN PLANTED AS THEY DID WHEN IN CONTAINER. EACH PLANT SHALL BE PLACED IN CENTER OF PLANT PIT. NO PLANTING SHALL OCCUR DURING WEATHER CONDITIONS WHICH ADVERSEL V AFFECT PLANT MATERIAL OR WHEN SOIL IS IN A MUDDY CONDITION. 6.9 PIT BACKFILL PROCEDURE: 6.9.1 PLACE AGRIFORM 21 GRAM PLANT TABLETS IN BOTTOM OF PLANT PITS, ADHERING TO THE PLANTING NOTES. 6.9.2 BACKFILL PIT WITH BACKFILL MIX HALF-WAY TO FINISH GRADE AND WATER THOROUGHLY. 6.9.3 BACKFILL TO FINISH GRADE. BACKFILL MIX SHALL BE TAMPED FIRM, AND A SHALLOW BASIN FORMED AT PERIMETER OF PLANT PIT TO HOLD ENOUGH WATER TO SATURATE THE ROOT BALL AND BACKFILL MIX. 6.9.4 WATER IMMEDIATELY TO SATURATE ENTIRE ROOT BALL AND BACKFILL. 6.9.5 REMOVE WATERING BASINS PRIOR TO HYDROSEEDING (IN LAWN AREAS ONLY). 6.10 TREE STAKING: STAKE ALL TREES AS SHOWN IN DETAILS. DRIVE STAKES INTO FIRM SOIL NEXT TO ROOT BALL AND BACKFILL WITH PREPARED SOIL MIX. TREE AND STAKES SHALL BE VERTICAL IN ALL CASES. ONE GALLON AND LINER TREES SHALL BE PLANTED WITH STAKE REMOVED, UNLESS OTHERWISE DIRECTED. 6.11 FLATTED GROUND COVER: 6.11.1 ROOTED CUTTINGS SHALL BE PLANTED SUFFICIENTL V DEEP TO COVER ALL ROOTS AND SPACED AS SPECIFIED ON LANDSCAPE PLAN. 6.11.2 GROUND COVER PLANTS (ROOTED CUTTINGS) SHALL HAVE BEEN GROWN IN FLATS AND SHALL REMAIN IN THOSE FLATS UNTIL TIME FOR TRANSPLANTING. AT TIME OF TRANSPLANTING, THE FLAT SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT THE SOIL DOES NOT FALL APART WHEN LIFTING PLANST FROM FLAT. EACH PLANT SHALL BE PLANTED WITH ITS PROPORTIONATE AMOUNT OF THE FLAT SOIL IN A MANNER THAT WILL ENSURE A MINIMUM OF DISTURBANCE TO THE ROOT SYSTEM. 6.11.3 ROOTED CUTTINGS SHALL NOT BE ALLOWED TO DRY OUT BEFORE OR WHILE BEING PLANTED. WILTED PLANTS SHALL NOT BE ACCEPTED. 6.11.4 AT TIME OF PLANTING ALL GROUND COVER PLANTS, THE EARTH AROUND EACH PLANT SHALL BE FIRMED SUFFICIENTLY TO FORCE OUT ALL AIR POCKETS. 6.11.5 EACH GROUND COVER PLANT SHALL BE PLANTED WITH A MINIMUM OF ONE 5 GRAM 20-15-5 PLANT TABLET ADJACENT TO ROOT ZONE. 6.12 MULCHING: WHEN PLANTING OPERATIONS ARE COMPLETE AND SHRUB AREAS HAVE BEEN RAKED AND DRESSED, MULCH ALL SHRUB AND TREE WATERING BASINS WITH A 1" LAYER OF GROUND FIR BARK (0 -114" SIZE). DO NOT MULCH PLANTED GROUND COVER AREAS PRIOR TO PLANTING GROUND COVER OR HYDROSEEDING. DO NOT MULCH TREES IN TURF AREAS. 6.13 QUANTITIES: IN ALL CASES, QUANTITIES OF PLANT MATERIAL SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK AS INDICATED ON DRAWINGS, INCLUDING RESEEDING, REDRESSING, AND MAINTENANCE (REPLACEMENTS) DURING THE CONTRACT PERIOD. 6.14 PROTECTION: THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS INCLUDED IN THE CONTRACT, INCLUDING LAWN AREAS, PLANT MATERIALS, SUPPORTERS, ETC., UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER OR HIS REPRESENTATIVE. 6.15 CLEAN-UP: AFTER ALL PLANTING OPERATIONS ARE COMPLETED, CONTRACTOR SHALL REMOVE ALL TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, OR OTHER ACCUMULATED DEBRIS FROM THE SITE AT NO EXTRA COST TO OWNER. CONTRACTOR SHALL REPAIR ALL SCARS, RUTS, OR MARS IN AREA CAUSED BY WORK OPERATIONS. AREAS SHALL BE LEFT IN A NEAT AND ORDERLY CONDITIONS. 6.16 INSPECTIONS (PLANTING PHASE): 6.16.1 CONTRACTOR SHALL GIVE FORTY-EIGHT HOURS NOTICE AND SET APPOINTMENT FOR ALL REVIEWS BY THE LANDSCAPE ARCHITECT. 6.16.2 REVIEW BY OWNER AND LANDSCAPE ARCHITECT SHALL BE SCHEDULED FOR THE FOLLOWING OPERATIONS: A. REVIEW OF FINISH GRADING B. REVIEW OF ALL PLANT MATERIAL PRIOR TO PLANTING. C. TREE AND SHRUB PLACEMENT PRIOR TO DIGGING HOLES. D. REVIEW OF GROUND COVER LINES AND MOW CURB PRIOR TO PLANTING. E. START OF MAINTENANCE PERIOD/ACCEPTANCE OF INSTALLATION. F. FINAL ACCEPTANCE AT END OF MAINTENANCE PERIOD. 6.16.3 REVIEW SHALL BE CALLED FOR AT END OF ALL PLANTING OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH PLANS AND SPECIFICATIONS, INTENT, WORKMANSHIP, AND CLEAN-UP. CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF REVIEW DATA, ANY CORRECTIONS REQUIRED TO WORK, AND LIMITS OF REVIEWED AREAS BEFORE BEGINNING THE DESCRIBED ESTABLISHED WORK. 6.16.4 IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF WORK, AND SAID WORK IS SUBSTANTIALLY INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OWNER'S COSTS. 6.170MIT 6.18 GUARANTEE: 6.18.1 ALL SHRUBS, GROUND COVERS, AND LAWN AREAS SHALL BE GUARANTEED AS TO GROWTH AND HEALTH OF A PERIOD OF NINETY DAYS AFTER FINAL ACCEPTANCE BY THE OWNER OR HIS REPRESENTATIVE; ALL TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE VEAR. 6.18.2 PLANTS WHICH DIE OR LOSE MORE THAN 30% OF THEIR ORIGINAL LEAVES SHALL BE REPLACED UNDER THIS SECTION. 6.18.3 THE CONTRACTOR. WITHIN FOURTEEN DAYS OF WRITTEN NOTIFICATION BY OWNER, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. ALL PLANT MA TE RIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. A ctlOWflRD ft)SOClfllf S T "AS-BUILT " ,!<)~;;, -l1,q. ~ ·-.i ~ 0 ..-;.; fll "-I , (") ct: SIGNATURE ---1 t:2/10/0::l *u>} ,-%1!& 1: "/If-CXP. DATI: ,<,I: DATE, 12/10/02 DRA~N 6Y, JEH/MH0 J06 NUM6ER,020be.l 2835 Camino del Rio South Suite 210 San Diego, Callfornla 92108 (619)718-9660 P.E. REVIEWED BY: EXP ____ _ DATE OF C/>,l.l~O FILE, FAX (619)718-9669 REVl510N5, RLA #2919 INSPECTOR DATE 6.19 ESTABLISHMENT PERIOD: 6.19.1 CONTRACTOR SHALL CONTINUOUSL V MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DURING THE PROGRESS OF THE WORK, THROUGH THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE OF THE WORK. 6.19.2 THE ENTIRE PROJECT SHALL BE MAINTAINED IN A SATISFACTORY CONDITION FOR A PERIOD OF NINETY CALENDAR DAYS, COMMENCING FROM THE TIME ALL ITEMS OF IRRIGATION AND LANDSCAPE PLANTING WORK HAVE BEEN COMPLETED AS SPECIFIED IN THE FOREGOING ARTICLES OF THESE SPECIAL PROVISIONS TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT, AND UPON THOROUGH GERMINATION OF THE HVDROSEED AREAS AS DETERMINED BY THE LANDSCAPE ARCHITECT. 6.19.3 ESTABLISHMENT WORK INCLUDES ALL MOWING, WATERING, WEEDING, RESEEDING, MULCHING, CULTIVATING, SPRAYING, AND TRIMMING NECESSARY TO BRING THE PLANTED AREAS TO A HEALTHY GROWING CONDITION, AND ANY ADDITIONAL WORK NEEDED TO KEEP THE AREAS NEAT, EDGED, AND ATTRACTIVE. 6.19.4 WATER GRASS UNTIL ACCEPTANCE OF WORK. THE AREAS SHALL BE KEPT MOIST, BUT NOT GLISTENING WET, UNTIL TIME FOR THE FIRST CUTTING OF GRASS. AFTER FIRST CUTTING, WATER LAWN TO MAINTAIN A THRIVING CONDITION. RESEEDED AREAS THAT 00 NOT SHOW PROMPT GERMINATION SHALL BE AGAIN RESEEDED AT TEN DAV INTERVALS. THE CONTRACTOR SHALL MAINTAIN THE LAWN AREAS UNTIL AN EVEN, CLOSE STAND OF GRASS HAS BEEN OBTAINED AND FOR AT LEAST THIRTY DAYS. 6.19.5 DURING THE PLANT ESTABLISHMENT PERIOD, ALL PLANTS AND PLANTED AREAS SHALL BE KEPT WELL WEED-FREE AT ALL TIMES. WEEDS, DALLAS AND JOHNSON GRASS, AND BERMUDA GRASS SHALL BE REMOVED AND DISPOSED OF. PAV SPECIAL ATTENTION TO WATERING SLOPES PLANTED IN LAWN ON THE WINDWARD AND/OR SUNNY SIDE SO THAT LAWN WILL BE ADEQUATELY WATERED AT ALL TIMES. 6.19.6 THE LAWNS SHOULD BE EDGED WHENEVER NECESSARY. THE GRASS SHALL BE MOWED WITH SHARP AND ADJUSTED MOWERS BEFORE IT EXCEEDS 2" IN HEIGHT. THE GRASS WILL BE CUT TO NOT LESS THAN 1", AND DURING THE PERIOD OF MAINTENANCE, THE GRASS WILL NOT BE ALLOWED TO EXCEED 2" IN HEIGHT. 6.19.7 IMMEDIATELY AFTER THE FIRST CUTTING OF GRASS, WHEREVER A LAWN AREAS IS BOUNDED BY TREES OR SHRUBS, THE EDGE OF THE GRASS SHALL BE TRIMMED TO A NEAT AND UNIFORM LINE AT A DISTANCE OF APPROXIMATELY 2' FROM THE TREES OR SHRUBS. WHERE MOW CURB EXISTS, TRIM TO MOW CURB. WHERE TREES OR SHRUBS OCCUR IN GRASS AREAS, THE GRASS SHALL BE TURNED UNDER AND NEATLY EDGED 18" AWAY FROM THE PLANTS. THE LAWN EDGES SHALL BE MAINTAINED A NEAT CONDITION UNTIL ACCEPTANCE OF THE WORK. 6.19.8 WORKMEN SHALL NOT BE ALLOWED TO WORK ON GRASS AREAS UNNECESSARILY BEFORE, DURING, AND AFTER SEEDING OPERATIONS. GRASS AREAS THAT HAVE BEEN DAMAGED OR COMPACTED SHALL BE RECULTIVATED AND RESEEDED AT THE CONTRACTOR'S EXPENSE. 6.19.9 ANY DAV THE CONTRACTOR FAILS TO ADEQUATELY WATER, REPLACE UNSUITABLE PLANTS, WEEDS, AND OTHER WORK DETERMINED TO BE NECESSARY BY THE OWNER, WILL NOT BE CREDITED AS PART OF THE ESTABLISHMENT PERIOD. 6.19.10 DURING THE ESTABLISHMENT PERIOD, ANY PLANT INDICATING WEAKNESS OR PROBABILITY OF DYING, SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. 6.19.11 ALL BASINS AROUND SHRUBS AND TREES SHALL BE MAINTAINED AT A FOUR INCH DEPTH THROUGHOUT ESTABLISHMENT PERIOD, UNLESS OTHERWISE INSTRUCTED BY THE OWNER OR HIS REPRESENTATIVE. 6.19.12 TREE STAKES WHICH FOR ANY REASON ARE DAMAGED OR RENDERED INADEQUATE FOR SUPPORT SHALL BE REPAIRED AND RESTORED TO THEIR ORIGINAL CONDITION. 6.19.13 CONSTANT DILIGENCE SHALL BE MAINTAINED TO DETECT THE PRESENCE OF DISEASE, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. 6.19.14 ALL SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES. TALL OR SCRAGGLY BRANCHES SHALL BE TINNED OUT WHERE NECESSARY. IN NO CASE SHALL TREES OR SHRUBS BE TRIMMED BY HEADING OR SHEARING. ANY PLANTS SEVERELY PRUNED IN THIS MANNER SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. 6.19.15 ON THE 45TH DAY OF THE ESTABLISHMENT PERIOD, ALL LAWN AREAS SHALL RECEIVE TOP DRESSING OF 6 POUNDS OF 16-6-8 COMMERCIAL FERTILIZER PER 1,000 SQ. FT. 6.19.16 ON THE BOTH DAY OF THE ESTABLISHMENT PERIOD, ALL LAWN AND GROUND COVER AREAS SHALL RECEIVE TOP DRESSING OF 6 POUNDS OF 16-6-8 COMMERCIAL FERTILIZER PER 1,000 SQ. FT. 6.19.17 AT COMPLETION OF ESTABLISHMENT PERIOD, ALL AREAS INCLUDED IN THE CONTRACT SHALL BE SUBSTANTIALLY CLEAN AND FREE OF DEBRIS AND WEEDS. ALL PLANT MATERIALS SHALL BE LIVE, HEALTHY AND FREE OF INFESTATIONS. 6.19.18 ANY EROSION OR SLIPPAGE OF SOIL CAUSED BY WATERING SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. 6.19.19 ALL WALKS, CURBS, AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MUD, DUST, AND STANDING WATER BY SWEEPING, MOPPING, OR HOSING DOWN AS REQUIRED TO MAINTAIN CLEANLINESS THROUGHOUT. 6.20 WRITTEN NOTICE: AT THE END OF SPECIFIED ESTABLISHMENT PERIOD, THE CONTRACTOR SHALL REQUEST FINAL INSPECTION BY LANDSCAPE ARCHITECT FOR FINAL ACCEPTANCE. ALL ITEMS OF MAINTENANCE ESTABLISHMENT PERIOD AND SPECIFICATIONS ARE SUBJECT TO FINAL APPROVAL BY THE OWNER. AFTER FINAL ACCEPTANCE IS GRANTED, CONTRACTOR SHALL PRESENT WRITTEN NOTICE TO THE OWNER THAT HE HAS COMPLETED THE REQUIRED MAINTENANCE, AND THAT ANY FURTHER MAINTENANCE WILL BE THE RESPONSIBILITY OF THE OWNER. END OF SECTION SECTION IV.E -CITY OF CARLSBAD LANDSCAPE MANUAL SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS E.3-1 SLOPE PLANTING E.3-1.1 SLOPE PLANTING STANDARDS SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD #1 -COVER CROP/JUTE MESH COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF JUTE MESH SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH MAY BE USED. B. STANDARD #2-GROUND COVER ONE HUNDRED (100%_ PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-314 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED SQUARE FEET. A. 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD #1 (COVER CROP AND JUTED). B. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, AND #3. C. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3, AND #4. E.3-1.2-2 SPECIAL CONDITIONS E.3-1.2-2.1 AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. SECTION IV.F • CITY OF CARLSBAD LANDSCAPE MANUAL F.3-1 CONDITION A -MANUFACTURED SLOPE FIRE PROTECTION PERTAINS TO MAN MADE SLOPES ABUTTING HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION II C.1 SECTION A-1 -MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF STRUCTURE(S). 1. PLANTED WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNOWN TO HAVE FIRE RETARDANT QUALITIES. 2. NO TREES OR SHRUBS ALLOWED. 3. IRRIGATED. SECTION A-2 -MEASURE HORIZONTALL V 20' OUTWARD FROM THE OUTLYING EDGE OF SECTION A-1, 1. PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS. 2. NO TREES ALLOWED. 3. IRRIGATED SECTION A-3 -MEASURED OUTWARD FROM THE! OUTLYING EDGE OF A-2 TO INCLUDE THI! REMAINDER OF THE AREA BETWEEN SECTION A-2 AND HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION II C. HORIZONTAL DISTANCE FROM THE STRUCTURE(S) TO UNTREATED HIGH RISK AREAS SHALL NOT BE LESS THAN 60'. 1. PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS. 2. TREES ARE ALLOWED BUT SHALL NOT BE PLANTED CLOSER THAN 20' APART. 3. IRRIGATED. F 3-2 CONDITION B -NATIVE SLOPES -WILDLAND FIRE SUPPRESSION PERTAINS TO AREAS WHERE REMOVAL OF ENVIRONMENTALLY SENSITIVE NATIVE VEGETATION IS RESTRICTED WITHIN THE FIRE SECTIONS. SECTION B-1 -MEASURED 20' HORIZONTALLY FROM THE OUTLYING EDGE OF THE STRUCTURE(S) TOWARD THE ENVIRONMENTALLY RESTRICTED AREA AS DEFINED BY THE CITY. 1. REMOVAL OF "HIGH FUEL AND MODERATE HAZARD SPECIES" AS LISTED IN APPENDIX F.1. 2. PLANTING WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNOWN TO HAVE FIRE RETARDANT QUALITIES OR AS OTHERWISE REQUIRED BY THE CITY. 3. NO TREES OR SHRUBS ALLOWED. 4. IRRIGATED. SECTION B-2 -MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF B-1. 1. REMOVAL OF "HIGH FUEL SPECIES" LISTED IN APPENDIX F.1. 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 60% OF THE VOLUME OF THE "MODERATE FUEL SPECIES" AS LISTED IN APPENDIX F.1. 3. REPLANTING WITH NATURALIZING LOW FUEL SPECIES. 4. TREES AND LARGE TREE FORM SHRUBS (E.G. OAKS, SUMAC, TOYON) WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNDERSTORV PLANT MATERIAL OR 6', WHICHEVER IS HIGHER. DEAD AND EXCESSIVEL V TWIGGY GROWTH SHALL ALSO BE REMOVED, 5. IRRIGATED. SECTION B-3 -MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF SECTION B-2. THE OUTER EDGE OF B-3 SHALL EXTEND HORIZONTALLY TO A POINT AT LEAST 60' FROM STRUCTURES. 1. REMOVAL OF "HIGH FUEL SPECIES" AS LISTED IN APPENDIX F.1. 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 40% OF THE VOLUME OF THE "MODERATE FUEL SPECIES" AS LISTED IN APPENDIX F.1. 3. TREES AND LARGE TREE FORM SHRUBS (E.G. OAKS, SUMAC, TOYON) WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNDERSTORY PLANT MATERIAL OR 6', WHICHEVER IS HIGHER. DEAD AND EXCESSIVEL V TWIGGY GROWTH SHALL ALSO BE REMOVED. 4. NON-IRRIGATED. APPENDIX F (VI.F)-CITY OF CARLSBAD LANDSCAPE MANUAL. NATIVES ADENOSTEMA FASCICULATUM -CHAMISE ARTEMISIA CALIFORNICA -CALIFORNIA SAGEBRUSH ll'RIOGONUM FASCICULATUM -BUCKWHEAT SALVIA SPECIES -SAGE DOMESTICS ACACIA SPECIES -ACACIA CEDRUS SPECIES -CEDAR CUPRESSUS SPECIES -CYPRESS DODONAEA VISCOSA -HOPSEED BUSH EUCAL VPTUS SPECIES -EUCAL VPTUS JUNIPERUS SPECIES -JUNIPER PENNISETUM -FOUNTAIN GRASS PINUS SPECIES -PINE MODERATE HAZARD SPECIES HETEROMELESE ARBUTIFOLIA -TOYON MALOSMA LAURINA -LAUREL SUMAC QUERCUS DUMOSA -SCRUB OAK RHUS INTEGRIFOLIA -LEMONADE BERRY AVLOCOCUCUS Bl-COLOR -MISSION MANZANITA REFER TO SHEET 12 FOR APPENDIX F.2-1 "CONDITION A" DETAIL, F.2-2 "CONDITION B" DETAIL, AND F.2.3 "MODIFIED SLOPES". APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. E.3-1.2 AREAS OF APPLICATION (PLANTING) E.3-1.2.1 SLOPES -6:1 OR STEEPER AND: 1------+---+---------+--+---+---1---i ~1 CITY OF CARLSBAD ~6 :::LllJ=::::'::::::'....'::==:::::::P:::LA::::N::::N:::IN:::G::::::::D::::EP::::A:::R:::::TM::::E=:N::::T==~~=::::::::::::; BENCHMARK: DESCRIPTION: STANOARO M-10 STREET CENTtRI.INE IIE11 MON/JMENT LOCATION: CENlFRUNE OF El CAMINO REAL AT £NCIN££R'S STAlla{ 45#92 PER R.S 180fr1 RECORD FROM: COUNTY BENCH l.ElflS {NO. COUNTY ltmT. DATE INmAL C(K>(TmJt. OATA) ELEVATION: 68.-179 OATl/11: NCVIJ OF 1929 ENGINEER OF WORK " ' DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANTING SPECIFICATIONS FOR, Colovero Hills II Village l2 A 'PRO"""" - ~' -1l'.'-,._,/~r_Y!:{. /A,,t__, _______ ~2t./-Q3 ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWl"JG NO, CHKD BY:=JW~H _ C. T. oo 0.1" Arrz_cl RVWD BY: • • -'L "fU.;J UL. CMWD APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 1:2/10/0:2 DRAll-(N 6'1', JEH/Ml'-10 JOB NUMBER,0:2068.1 FILE, REVISIONS, ... ¢10WflRD fl~SOClflltS ... 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 SECTION A-1 A-2 A-3 20' 20' 20' lrrl atlon YES YES YES • FIRE RE"OOIDANT ·l!MFUEL • LOW FUEL • NO TREES OR SHRUBS • Nl'.l"URALIZING' N/IJURALIZING • NOTReES • TREES NO CLOSER THAN :ZO'APART , ' • CONDITION A" -MANUFACTURED SLOPES fire IUICtlon• AF>PENDIX F.2-1 "CONDITION A" -MANUFACTURED SLOPES SECTION 8-1 8-2 B-3 20' 20' 20' trr VES YES, TEMPOl'IARY NO pl • 1'1.l'IE RETARDANT • WW FIEL PECE. NONE . • NO TREES OR SHRUB$ • SELECTIIIE PRUNING OF emc, OF • SELECTIVE PRUNING OF 40,, • REMOIA'.l OF HIGH FUEL THE MODERATE FUEL SPECIES SPECIES VOWME • 100% REMOl!'.L OF HIGH FUEL SPECIES "CONDITION B" -NATIVE SLOPES fir• sections APPENDIX F.2-2 "CONDITION B" -NATIVE SLOPES "AS-BUILT " P.E. EXP. __ _ DATE REVIEWED BY: BENCHMARK: DESCRIPTION: STANDARD Al-10 STHEfT CEN1EIWJNE ll£li. AICWIJll£NT LOCATION: CEN7ERL.INE rT El CAAi/NO REAL AT ENCINEER'S STATION -154+92 PEI? R. S 180()-1 RECORD FROM: COUNTY BENCH lflfl.S {Na COUNTY 1£/?T: OF THE MODERATE FUEL SPECIES IIOLlJ_ME • IOO'W. REMOVAL OF HIGH FUEL SPECIES • CLEARANCE 3X HEIGHT OF UNDER STORY DATE 1Nn1Al. NATIVE (UNOISTURBED) NO NIA NATIVE !UNDISTURBED! . NIA CONTRfX. OATA) ENGINEER OF WORK REVISION DESCRIPTION INSPECTOR DATE ELEVATION: 6BA-79 OA TUii: NC'AJ rT 1929 I s121 CITY OF CARLSBAD 1 SH1Er 1 PLANNING DEPARTMENT FIRE SECTIONS FOR: Calavera Hills II Village L2 A t,IR~V~ 2:-?-'f-03 ASSISTANT PLANNING DIRECTOR DATE DWN BY:"Ji!Ql I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JWH OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 00-02 403-6L CMWD __ -__ _ 6,ENERAL CONSTRUCTION NOTES I. ALL EXISTING, DIMENSIONS AND LOCATIONS OF EXISTINc!> OBJECTS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL EXISTIN5 ELEMENTS PRIOR TO BID. 2. ALL CONSTRUCTION SHALL CONFORM TO MINIMUM SPECIFICATIONS AND REQUIREMENTS OF REGIONAL, LOCAL AND STATE 60VERNMENTAL A6ENCIE5. :3. OV'INER SHALL APPROVE ALL MATERIAL5 PRIOR TO ORDERIN6. 5UeMIT FINISH SAMPLES OF FLATV'IORK FOR OV'INER APPROVAL PRIOR TO ORDERING. 4. PERMITS FOR ANY CONSTRUCTION DEPICTED IN THESE PLANS SHALL BE OBTAINED BY THE CONTRACTOR. 5. CONTRACTOR SHALL SHIELD EXISTIN6 V'IORK V'IITH Vl5QUEEN TO PREVENT SPLATTERING OF CONCRETE OR MORTAR. 6. ALL PAVING SHALL SURFACE DRAIN AT MINIMUM 196 AV'IAY FROM ViALLS AND STRUCTURES TOV'IARD 5V'IALE5. ALL PLANTED AREA5 SHALL DRAIN AT MIN. 2% TOV'IARD SV'IALES. SEE CIVIL ENGINEERING DRAINAGE PLAN FOR ALL GRADIN6. i. ALL V'IRITTEN DIMENSIONS ON PLANS SHALL TAKE PRECEDENCE OVER SC.ALED DIMENSIONS. 8. IN CASE OF DISCREPANCIES BETV'IEEN ll'IRITTEN SPECIFICATIONS AND 6RAPHIC INFORMATION OR OTHER INFORMATION, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR CLARIFICATION CONCRETE NOTES I. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE 5TREN6TH AT 28 DAYS OF 2,500 PSI. CEMENT SHALL BE TYPE I. FINISH MEDIUM BROOM FINISH AND COLOR SHALL BE 'NATURAL GREY' UNLE55 OTHERY'll5E NOTED. PROVIDE 12" SQUARE SAMPLE POUR FOR APPROVAL PRIOR TO INSTALLATION. 2. REINFORCIN6 SHALL COMPLY V'IITH ASTM A6I5, 6RADE 40. METAL FENCIN6 NOTES I. ALL METAL FENCING SHALL BE SEAMLESS STEEL TUBIN6, 6RADE B, CONFORMIN6 TO ASTM A5OI-8I. 2. LANDSCAPE CONTRACTOR SHALL SECURE ALL FIELD MEASUREMENTS REQUIRED FOR PROPER AND ADEQUATE FABRICATION AND INSTALLATION OF FENCING. :3. METAL FENCIN6 AND GATES SHALL BE FABRICATED AND ASSEMBLED IN THE SHOP TO THE GREATEST EXTENT POSSIBLE. 4. ALL V'IELDS AND OTHER CONNECTIONS EXPOSED IN THE FINISHED V'IORK SHALL BE 6ROUND AND DRESSED SMOOTH AND 50 THAT THE SHAPE AND PROFILE OF THE ITEM ViELDED 15 PRESERVED. 5. ALL SURFACES SHALL BE PRIME COATED V'IITH SYNTHETIC, RUST-INHIBITIN6 PRIMER. FINAL FINISH SHALL BE ELECTROSTATIC.ALLY APPLIED OF TViO (2) COATS OF LU5TERLE55 ALKYD ENAMEL. THE COLOR SHALL BE SELECTED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 6. ALL 6ATES SHALL BE SELF-CLOSING V'IITH STEEL STOPS. MASONRY NOTES I. ALL STUCCO V'IALLS SHALL BE V'IATER SEALED V'IITHIN :30 DAYS OF STUCCO COLO!!<.. ALL STUCCO SHALL MATCH ARCHITECTURE IN FINISH, EXCEPT A5 NOTED. LANDSC.APE DRAINA6E NOTES I. ALL LOCAL, MUNICIPAL AND STATE CODES, LAV'IS, RULES AND REGULATIONS PERTAINING TO ANY PORTION OF THIS V'IORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE PLANS AND THEIR PROVISIONS SHALL 6E CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL O6TAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE V'IORK HEREIN PRIOR TO BE5INNIN6 V'IORK. :3. IT SHALL BE THE CONTRACTOR'S RE5PONSl6ILITY TO LOCATE AND PROTECT IN PLACE ALL EXISTING UTILITIES PRIOR TO BE6INNIN5 ANY CONSTRUCTION. ANY UTILITIES DISTURBED DURING CONSTRUCTION SHALL 6E REPAIRED AND/OR REPLACED 6Y THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 4. PROVIDE EARTHEN 6ERMS AT THE TOPS OF ANY PROPOSED OR EXISTIN6 SLOPES 6REATER THAN 6,1 GRADIENT, SUFFICIENT TO DIRECT SURFACE FLOV'I OF V'IATER AYIIAY FROM SLOPES. 5. 6URY ALL DRAIN LINE l"IITH A MINIMUM OF 12" COYER. 6. ALL DRAIN LINE SHALL HAVE A POSITIVE FLOYII V'IITH A MINIMUM 6RADIENT OF 1%. i. ALL DRAIN PIPE SHALL SE 4" RIGID PVC. FLEXI6LE PIPE SHALL NOT 6E ALLOV'IED. 8. SLEEVE ALL DRAIN LINES AS THEY PASS UNDER PAVED AREAS, V'IITH SCHEDULE 40 SLEEVES TYIIICE THE SIZE OF THE V'IORKING PIPE. "I. GFitADE ALL LANDSCAPED AREAS TO DRAIN AT 2% MINIMUM 6RADE TOV'IARO AREA DRAINS, SYIIALES OR C.UR65. 10. 61'/itADE POOL DECK TO DRAIN AT A 1% MINIMUM GRADE TOYIIARD AREA DRAINS LIGHTING LEGEND "AS-BUILT " P.E. EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE SYMBOL DESCRIPTION POST LIGHT NOTE, ALL Ll6HTS TO BE SELECTED BY LANDSCAPE ARC.HITECT BENCHMARK: DESCRIPTION: STANOARO 1,1-10 STlrEU CENTE'RIJNE ltEli. l,/(M/1,/£}/T LOCATION: CENlfRl/N£ OF B. C.AJIINO REAL AT ENGINEE!?'S STA l/ON ,15#92 PER R.S 1800-1 RECORD FROM: ctX/NTr BENCH Ln!l.S (Na COUNTY 1£Rl CONlRO/. DA TA) ELEVATION: 68.-179 OAT/JI,/: NGl,fJ IT 1929 DATE INITIAL ENGINEER OF WORK GONSTRUGTION LEGEND SY1'1BOL 0 0 ® 0 ® 0 0 0 0 @ ® @ @ DES'-Rlf"_JION CONCRETE PAV!N6 @ C.ONC.RETE SIDEYIIALK FER C.IVIL ENGINEERING PLANS (N I.C..) 2, I SLOPE PER ENISINEERINIS PLANS EXPANSION JOINT (TYP.) @ lv!ASONRY PERIMETER Y'IALL PER YIIALL AND FENC.INIS PLANS C.ONCRETE HEADER LAYIIN EDISE ~ ~ PICNIC TABLE -TIMBERFOR1'1 '6REENY'IAY' lv!ODEL 2164-6 AVAILABLE @ PACIFIC SITE CO1'1PLE1'1ENTS ("14"1) 4"16-8051 DISABLED ACCESSIBLE PICNIC TABLE -TIMBERFORM 'GREENYIIAY' MODEL 2165-6 AVAILABLE @ PACIFIC, SITE C.OMPLEMENTS ("14"1) 4"16-8051 RETAININ6 YIIALL PER CIVIL ENISINEERINIS PLANS (N.I.C.) HORSESHOE PITS @ BENCH -TIMBERFORM 'ISREENYIIAY' MODEL 2I4O-6-E AVAILABLE@ PACIFIC SITE COMPLEMENTS ("14"1) 4"16-805"1 CONCRETE STEPS @ - :I' x :I' CONCRETE PAD YIIITH TRASH RECEPTACLE -TO BE SELECTED BY LANDSC,APE ARCHITECT SYMBOL LEGEND 5Y1'1BOL DESC.RIPTIQN n .. .. R C, EJ TYP O.C.. lv!AX MIN ALIGN ALl6N RADIUS CENTER LINE EXPANSION JOINT TYPIC,AL ON CENTER lv!AXIMUM MINIMUM A <t10WflRD. ft)SOClflTfS y DATE, 12/10/02 LANDSCAPE APPROVED FOR DRAJIIIN 6Y, JEH/MMO ARCHITECTURE PLANTING Joe NUMeER,O2O68.I 2!135 Camino dol Rio South AND IRRIGATION ONLY, Suite 210 FILE, Son Diego, Callfornlo 92108 INCLUDING PRECISE REVISIONS, (619)718-9660 FAX (619)718-9669 LOCATION OF PLANTING RLA #2919 AREAS. Cir] CITY OF CARLSBAD lliJ 3 PLANNING DEPARTMENT 6 CONSTRUCTION NO'IES AND LEGEND FOR: Colovero Hills II LOT 15 RECREATION AREA AP OVE" ~ -//,,., 2-2l/-OJ ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INmAL. DATE INmAL. CHKD BY: JWH REVISION DESCRIPTION C.T. 00-02 40J-6L OTHER APPROVAL Cm' APPROVAL RVWD BY: CMWO __ -__ I I --.,_ --------------L -------· LOT 1 \ i / / I GRANITE COURT I I I ----~ --------------------------~--T- 1 --+ED6E OF 51DE~ALK ::25'-0" I 1::2'-0" I ~------------------------ \ c--+--Rl<SHT-OF-~AY ----t--+----------1f--------1--+-+--------+-----_,;,..,-"s----+--l---------<---+-----1-------'------1------+--+--------------:s;-..-----t--'----------"-------77-' ---------~-------1r---~-+--------~-=:i-::1--------n---+---....l---1...------!---.l....,---,--- 0 I I " LOT15 --------------··-- EXISTING WATER TOWER FOR CONSTRUCTION LEGEND, NOTES AND DETAILS, SEE SHEET 13 FOR LIGHTING LEGEND, SEE SHEET 13 "AS-BUILT " P.E. EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE 10 North 1" = 1 O' 10 20 I >---,~~~1---1 GRAPHIC SCALE BENCHMARK: DESCRIPTION: STANDARD 1,/-fO sma:r CO(TERUN£ Jilli AIONIJM£NT LOCATION: IINTERUN£ OF El CAlrllNO REAL AT ENGINEEH'S STAllON ~+92 PEN R.S 1800-f RECORD FROM: COUNTY BENCH lEVEl.S (Na COUNTY '1£RT. CONTRa. DATA) ELEVATION: 68.~19 DAllllrl: NG'AJ OF 1929 DATE INITIAL ENGINEER OF WORK / / I I I I I I I I I I cl I DATE, = () I <{) l C 'j,)\ 't \ ' ' \ \ ~ 1.:2/10/0.:2 DRAll'IN BY, JEH/MMO JOB NUMBER., o.::zoe,e, .I FILE, ~VISIONS, REVISION DESCRIPTION \ A ¢10WflRD fl~SOClflTtS T LANDSCAPE ARCHITECTURE 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA f2919 . DATE INITIAL DATE INmAL OTHER APPROVAL CITY APPROVAL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. [irJ CITY OF CARI.SBAD uTI 4 PLANNING DEPARTMENT 6 HARDSCAPE CONSTRUCTION ANO LIGHTING PLAN FOR: Calavera Hills II LOT 15 RECREATION AREA A'EfOVFn. -,r· 1,.,. Z-2-'1-03 ASSISTANT PLANNING DIRECTOR DATE DWN BY:-::mm::= PROJECT NO. DRAWING NO. CHKD BY: JWH 403-6l RVWD BY: C.T. 00-02 CA/WO_-__ I I I . ·-----··-·-· ·-----· ··---· L -· ------ F5 424.0-✓ F5 424.1 _ _,,, LOT 1 / DRAINAGE LEGEND 0 -··- TG IE T5 65 4" RISER V'I/PLA5TIC, GRATE W @ DRAIN LINE 4" PERFORATED DRAINLINE V'IRAPPED IN MIRAFI FILTER FABRIC. TOP OF <SR.ATE INVERT ELEVATION TOP OF 5TEP5 BOTTOM OF STEPS GRANITE i COURT I I I ___ L __________________________ _ i ___________ T __________ _ _ __ i ___________ _ F<S 422.1 LOT15 -. '~ .. --~ . ~-~----·-- --;_···· --•' -~ ·,,'"'-, _:;;~~,- '-;;,-. r· --<-") \ ___ j' . .- F5 411.0 '\ ~ v!! ,.. ---------:~:.:._::_ --/ ----------"'-·::: .... ....::__:;-._ / I """ -.., /// EXISTING WATER TANK ·, )~,--/ . FOR DRAINAGE NOTES, SEE SHEET 13 I "AS-BUILT " P.E. EXP. __ _ REVIEWED BY: INSPECTOR ' I North 1" = 1 O' 5 o 10 30 '--~1-----1---=====1 DATE DATE GRAPHIC SCALE BENCHMARK: DESCRIPTION: STANDARD M-10 STREFT CENTFI/UNE 'IIEl1. Mavlll,l£J{T LOCATION: C£NTE:Rl/N£ OF El CAU/NO R£Al AT £NGINEER's STATION 4M+92 f'£J? R.S 1800-1 RECORD FROM: COUNTY BENCH l£',flS (No. COUNTY IET?T. CONlROI.. DATA) ELEVATION: 68. 419 DA TUAI: NGl,fJ OF 1929 _I / ' DATE INmAL ENGINEER OF WORK / / DATE, \ \ \ 12/10/02 DAA~N BY, JEH/MMO Joe NUMBER,02068.1 FILE, REVl510N5, REVISION DESCRIPTION LOT12 \ \ \ (;1 ............ \ ' \ \ \ \ .... , ,~ \ \ \ \ \ \ \ \ A cl:IOWflRD fl~SOClflTf S T LANDSCAPE ARCHITECTURE 2835 Camino del Rio South Suite 210 San Diego, California 92108 {619)718-9660 FAX {619)718-9669 RLA #2919 DATE INITIAL DATE INrTIAL OTHER AP?ROVAL CrTY APPROVAL APPROVED FOR PLANTING AND IRRldATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. [ru CITY OF CARLSBAD I S1E6S I 5 PLANNING DEPARTMENT DRAINAGE PLAN FOR, Calavera HIiis II LOT 15 RECREATION AREA ~ROVE7'/,h 2.-Z'IOI ASSISTANT PLANNING DIRECTOR DATE DWN BY:--=:= PROJECT NO. DRAWING NO. CHKD BY: JWH 403-61.. RVWD BY: C.T. 00-02 CMWO __ -__ () I rn = () I -..., -II = () I rn t,'-O" CLR. = ..., I' ' ' ' 12" ..., -- 11= ~ I I i' 11 111 11 11,,,W,,,W,,,11 0 0 0 0 0 :2 5 (i) FINISH <:>RADE @ t," X t," CONCRETE MOY'! CURS @ 1/2" RADIUS @) #9 REBAR CONTINUOUS @ SU6<:>RADE COMPACTED FER SOILS REPORT ( A )---e,_o_N_C_R_E_T_E_M_o_~_c_U_R_B __ _ I" DIAMETER COLD ROLLED STEEL POST 4X4 PRESSURE TREATED LANDSCAPE TIMBER t," SAND 4X4 PRESSURE TREATED DF POST -STAIN TO SE SELECTED BY OV'!NER BACKBOARD CONSTRUCTED OF 2Xl2 DF -STAIN TO BE SELECTED BY OV'!NER 1/:2" CARRIA<:>E SOL TS -(2) FER BOARD/POST CONNECTION <:>ALVANIZED STEEL STAKE ® 40' 5PACIN<:> CONCRETE FOOTIN<:> MIRAFI FILTER FASl-?.IC FINISH 5RADE SECTION NOT TO SC.ALE 0 0 0 0 4" CONCRETE PAVIN6 -2500 PSI @ 28 DAYS UNLESS OTHERV>llSE SPECIFIED C.OMPAC:.TED SUB6RADE PER SOILS REPORT 1/2" PREFORMED FELT EXPANSION JOIN'F V>llTH 1/4" RADIUS @ ED6ES 1/4" SAV'ICUT OR TOOLED SCORE JOINT PER CONSTRUCTION PLAN (s )---c_o_N_C_R_E_T_E_P_A_V_IN_G ______ _ 0 0 0 0 @ ( c)1--HO_R_S_E_S_H_o_E_P_IT_s _________________________________________________ _ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 12/10/02 DRAl"IN BY, JEH/MMO JOB NUMBER,O2O68.1 FILE, REVISIONS, ... cl:IOWftRD fl~SOClflTtS T 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 0 5REEN PLASTIC FLAT OR ATRIUM GRATE PER LEGEND ® FINISH <:>RADE ® LOV'I PROFILE ADAPTER 0 UNIVERSAL OUTLET ® PVC RISER 0 DRAIN TEE OR ELL G) DRAIN PIPE ®ICU. FT. CRUSHED ROCK 0 SLOPE TO DRAIN (o )ti--L_a_n_d_sc_a_p_e_□_ra_i_n ___________ _ "AS-BUILT " P.E. EXP __ _ DATE REVIEWED BY: INSPECTOR DATE BENCHMARK: DESCRIPTION: STANOARO Al-10 STREU CENTERl/NE llflL AHXv/JAIENT LOCATION: CENTERl/NE fT El CAMINO REAL AT ENCIN££R's STAllON 45#92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH l£V£1.S (Na COUNTY ',ERT. CONTT?a OATA) ELEVATION: 68.'l-79 OA TIJM: NGIO fT 1929 DATE INrTIAL ENGINEER OF WORK = IL \.\) >--I- l'-011 TYP. I '-0 11 I '-011 l'-011 -C) I CD C:.ONC:.RETE PAVING - SEE DETAIL A/0. @ 1/4" RADIUS AT NOSE @ (4) TOOLED SC.ORE JOINTS @ 9/4" O.C.. PERPENDICULAR TO DIRECTION OF TRAVEL G EXPANSION JOINT - TYPICAL AT TOP AND BOTTOM OF STEPS @ CONCRETE STEPS V>llTH #3 REBAR @ 16" O.C.. .MAX BOTH V>lA YS @ #9 NOSE BAR -2" MIN FROM ALL STEP FACES r--;--, COMPACTED V SUB6RADE PER SOILS C ) CONCRETE STEPS REPORT ~ ~----------------------N-O_T_T_O_SC_A_L_E_ CT[] CITY OF CARLSBAD Lill 6 PLANNING DEPARTMENT 6 CONSTRUCTION DETAILS FOR: Calavero Hills II Village U Af'fROV~ 2-2'-l-0"3 ASSISTANT PLANNING DIRECTOR DATE DWN BY: "J.lm PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JWH C.T. 00-02 403-6L REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD __ -__ _ -