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HomeMy WebLinkAboutDWG 408-4L; CT 01-05; CALAVERA HILLS II VILLAGE W; 01-29GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DA TED OCTOBER, 1993. RECYCLED WATER SYS TEM (PRIVATE) 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 BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. CALAVERA HILLS II J. BEST MANAGEMENT PRACTICES SHALL BE USED TO EL/MINA ff OR CONTROL, TO THE BEST EXTENT POSSIBLE, PONDING RUNOFF, OVERSPRA Y AND MISTING 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. 7. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DfSTRICrs RULES AND REGULATIONS. POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EAS/L Y \IISIBLE. PLACE 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 9: 00 P.M. AND 6: 00 THE HOURS FOR /RR/GA TION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. /RR/GA TION DURING PUBLIC USE PERIODS 'NITH DISINFECTED TERTIARY RECYCLED WA TE.R SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. !RR/GA TION Vv'ITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BE.TWEEN THE HOURS OF 9: 00 P.M AND 6: 00 A.M. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT FROM RECYCLED WATER, VVHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPL/CATION, THROUGH /RR/GA TION OR OTHER USE. LACK OF PROTECTION, VVHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVERSPRA YING ON SIDEWALKS, STREET, AND NON-DESIGN A TED USE AREAS. 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). METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VAL VE BOXES, ETC.) SHALL BE COLOR-CODED (PURPLE) PER AWWA GUIDELINES AND STECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. ALL /RR/GA TION PIPES $HALL BE STENCILED WITH THE WARNING "NON-POTABLE OR RECYCLED WATER•, COLOR CODED PURPLE AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 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. A 10 FOOT 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. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. ON 8 -1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. IRRIGATE BET\1/EEN THE HOURS OF 10: 00 P.M. ANO 6: 00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. B. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPL/CA TJON RA TE SHALL NOT EXCEED THE INFILTRATION RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MA Y BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL /RR/GA TION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTJON). C. ADJUST SPRAY HEADS TO ELIM/NA TE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PR/VA TE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. 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 ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS fMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO.AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VAL \/ES SHALL BE TAGGED WTTH /DENT/FICA TION TAGS. * 19. A CROSS-CONNECTION TEST AND COVERAGE TEST SHALL BE DONE BY THE CARLSBAD A. TAGS SHALL BE WEATHERPROOF PLASTIC, J"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND •AVISO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 20. 21. *22. *23. * 24. 25. 26. 27. 28. MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECYCLED WATER -QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL HA VE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VAL VE. QUICK COUPLING VAL VE SPIKES SHALL NOT BE INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES. THE REQUIRED CROSS CONNECTJON INSPECTION WILL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH COPIES OF INSPECTION REPORTS WTLL BE FORWARDED TO THE NON-INSPECTING PARTY. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WTTHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTJON PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT FRANK WAJERT AT (760) 730-9821 OR AFTER HOURS CONTACT FRANK WAJERT AT (760)730-9821 Sf-lOW ALL PUBLIC & PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VAL VE BOXES, ETC.) SHALL BE COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE NAME OF WATER DISTRICT'S RULES AND REGULATIONS. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE NAME OF WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. THE DESIGN AND LOCATION PROPOSED FOR RECYCLED WATER .. DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS /RR/GA TED 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 S/GNAGE PLAN SHALL BE PART OF THIS I.P. BUT THE ACTUAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. 2. B. ONE TAG SHALL BE A TT ACHED TO EACH VAL VE AS FOLLOWS, 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR_ 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR J. ATTACH TO VAL VE COVER WITH EXISTING VAL VE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. 2. EACH AU TOMA TIC CONTROLLER AND ITS ASSOC/A TED EQUIPMENT SHALL BE IDENTIFIED WI TH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR /RR/GA TIQN" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1H HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6 703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAME & ADDRESS, H ARD ASSOCIATES, I C., 28..35 CAMINO DEL RIO SOUTH, SUITE 210, SAN DIEGO, CA 92108 JOHN W. HOWARD, LANDSCAPE ARCHITECT RLA 2 9 19 PHONE NO(S): (619) 718-9660 REGISTRATION NO(S), RLA 2919 FAX (619) 718-9669 EXP/RATION DA ff, 7 /31 /04 1G, 03 DATE BLACK LOGO PURPLE BACKROUND COUNTY OF SAN DIEGO PROJECT ENGI NEER 36" (N.T.S.) r--1" BLACK LETTERS WARNING RECYCLED WATER DO NOT DRINK ECYCLED WATER WASH HANDS AFTER CONCTACTING LAVESE SUS ANOS DESPUES DE USAR 1" BLACK LETTERS 2" BLACK LETTERS 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS DEVELOPER'S NAME CALA VERA HILLS II 2727 HOOVER A VE. NATIONAL PHONE NO: CITY, CA (619) TYPICAL & ADDRESS: LLC 91950 477-411 7 DEPARTMENT OF ENVIRONMENTAL HEALTH ~-c__ GLENN LEEKS S IG NS DATE: IN ORDER TO CONSERVE WATER . RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA WASH HANDS AFTER CONCTACTING LAVESE SUS ~ANOS DESPUES DE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS CARLSBAD MUNICIPAL WATER DISTRIC T ,/,J(j(1r· ~·· a •• wm:dk PLUMMiri:¼t6 02·!JS'•OJ DATE: DEPUl'Y CITY ENGINEER EXP. 3/31/06 "AS-BUILT P.E. EXP. ____ _ REVIEWED BY: INSPECTOR " VILLAGE W DATE DATE IRRIGATION -SHEET 4 PLANTING -SHEET 12 IRRIGATION -SHEET 5 PLANTING· SHEET 13 PLANTING -SHEET 16 CONSTRUCTION -SHEET 21 DRAINAGE -SHEET 23 IRRIGATION -SHEET 6 PLANTING -SHEET 14 PLANTI NG -SHEET 17 CONSTRUCTION -SHEET 22 DRAINAGE -SHEET 24 IRRIGATION -SHEET 7 PLANTING -SHEET 15 0 \ VICINITY MAP NO SCALE BENCHMARK : \ DESCRIPTION: STANDARD Al-10 STREU C£NTFRIJNE llflL AJ(l(UAIENT LOCATION: C£NTERIJNE OF EL CAAi/NO REAL AT ENCINFIR'S STAT!(I( -15#92 PER R.S 1800-1 RECORD FROM: COUNTY BENO/ lE'>flS (Na COUNTY ~T. CONTRa. DATA) ELEVATION: 68.-179 OAT/JI,/: NG',fJ OF 1929 SITE .f) <i>'- DATE /NmAL ENGINEER OF WORK I I I I I I I \ I I \ I I \ I I I I I i I I I I I I I I \ I I ) I I J I I J I I SITE MAP 1 "=200' rn D ATE, 1/24/0S DRAY'lN BY, JRJ/MMO JOB NUMBER, 0201 1.1 FILE, REV IS IONS , REVI SION DESCRIPTION SHEET TITLE SHEET NUMBER TITLE SHEET 1 IRRIG. LEGEND, NOTES, DETAILS 2 IRRIGATION DETAILS 3 IRRIGATION PLANS 4-7 IRRIGATION SPECIFICATIONS 8-9 PLANT LEGEND, NOTES, DETAILS 1 0-11 PLANTING PLANS 12-17 PLANTING SPECIFICATIONS 18-19 CONSTRUCTION NOTES 20 CONSTRUCTION PLANS 21-22 DRAINAGE PLANS 23-24 CONSTRUCTION DETAILS 25 IN SPECTION PROCEDURES 1. Cl TY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY AND VERT/CALLY). 0. PIPE /DENT/FICA TION. E. POINTS-OF-CONNECTION (POC'S). F. LOCATION AND !DENT/FICA TION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS H AULING RECYCLED WATER (IF RECYCLED 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 FOR WARDED TO THE SAN DIEGO COUNTY DEPARTMEN T OF ENVIRONMENTAL HEAL TH PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE /RR/GA TION CONDITIONS INCLUDING 'NINDBLOWN SPRAY, RUNOFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE: DATE A COMPLETE INSPECTION Wl-{fCH 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 IMPLEMENT A DON IN FIELD. LEGEND F IRE HYDR ANT POTABLE V'lATER STREET MAIN RECYCLED V'lATER STREET MAIN RECYCLED V'lATER IRRl&ATION MAIN POINT OF CONNECTION FOR RECYCLED V'lATER (METER AND BACKFLOV'l PREV ENTION) 2835 _. "DO NOT DRINK" S l6 N L OCATIONS AREA OF PROPOSED RECYCLED V'lATER USE ... ctlOWftRD fl~SOClfllf S T LANDSCAPE APPROVED FOR ARCHITECTURE PLANTING Camino del Rio South AND IRRIGATION O~~ LY, Suite 210 San Diego, Ca li fornia 921 08 INCLUDING PRECISE (619)7 18-9660 FAX (619)718-9669 LOCATION OF PLANTING RLA #2919 AREAS. I SH1EET I CITY OF CARLSBAD I SH29s I PLANNING DEPARTMENT TITLE SHEET Calavera Hills II Village W C.T. (J()-02 ~ :~o~E~ 12-lo·os ASSISTANT PLANNING DIRECTOR DATE DWN BY:~ PROJECT NO. DRAWING NO. INITIAL DATE INmAL CHKD BY: XXXXXX OTHER APPROVAL CITY APPROVAL RVWD BY: I CT 01-05 I 408~4-L CMWD • 17-1 903 051706 MAIN LINE, 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/o 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 TW ICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. PIPE ~----;1 2 & WIRE TRENCHING ffi FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLTt NUT, AND WASHER. ~8&ETo tJJufE~c1E8. ~1d~Ji;;H0Nf~GC1fl. Tf PuHtt~lcl6JER AT RECLAIMED WATER) 112" T 111 111 -- ffi RECEIVER AND WIRING 5 HIT PRODUCTS WIRE CONNECTORS -HPC ® MASTER CONTROL VALVE /c\ FINISHED GRADE \:!,/ IN SHRUB AREAS 0 VALVE ID TAGS 7 © ~~Xpff~ ~o RtH'6tktD ~i~~~,~HE~- @ PVC MAINLINE TO RCV'S @ BRASS NIPPLE, TYPICAL @ BRICK SUPPORTS 4 REQ . PER BOX M LANDSCAPE FABRIC, WRAP \'..9 UP AND OVER BOX HOLES @ 3/4" ROCK, 3 CUBIC FT. NTS Q CONTROL WIRES IN CONDUIT FROM ~ CONTROLLER @ MAINLINE PIPE AND FITTINGS SEE 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/RECEI V ER DATE, 1/24/0S DRA~N BY, J RJ/MM0 .JOB NUMB ER , 02011 .1 F ILE, REVISIONS, TOP VIEW OF MOUNTING PLATE 2X 9.10 ~-+-h LOGIC 2 IRRIGATION CONTROi I fB BACK VIE.W OF THE BOX WALL MOUNT (STEP 4) 35.10 J BOX DEPTH: 5.00 l--10.00 HIT PRODUCTS -LOGIC 2 & 3 PEDESTAL MOUNT FRONT VIEW OF THE BOX .. = 2 0 LOGIC 2 OR J CONTROLLER 3 t;\ ENCLOSURE V (STAINLESS STEEL) PEDESTAL MOUNTING INSTRUCTIONS 1. MOUNT PEDESTAL BASE USING THREE MOUNTING HOLES. 2. REMOVE THE REAR PANEL FROM PEDESTAL IF NECESSARY TO INSTALL WIRING. 3/4 INCH KNOCKOUTS ARE AVAILABLE ON BOTH SIDES. 3. BACK OUT lWO TOP SCREWS AND REMOVE REMAINING FOUR SCREWS FROM TOP OF PEDESTAL. 4. MOUNT STAINLESS STEEL BOX TO PEDESTAL o) 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 FOR 12fN POWER SUPPLY. 7. t.lAKE WIRING CONNECTIONS TO CONTROLLER (SEE LOGIC WIRING INSTRUCTIONS) AND REPLACE CONTROLLER PAJNEL INTO STAINLESS STEEL BOX AJND REPLACE THE STAINLESS STEEL PLATE. 93.60 8. REPLACE PEDESTAL REAR PANEL IF NEEDED. 120V POWER SUPPLY WHITE -COMMON, BLACK -HOT, GREEN -GROUND INSTALL ACCORDING TO CODE IN CONDUIT. (;\ CONCRETE PAD -4--INCHES OVERLAP ~ AROUND OUTSIDE OF PEDESTAL, 6-INCHES DEEP CONCRITE. 0 2-4-VOLT ELECTRICAL WIRING IN 2 WIRE PATH ELECRICAL LONG SWEEP ELBOW (SEE LEGEND) 9 f;\ ELECRICAL WIRING 110 V POWER WIRE V WHITE -COMMON, BlACK -HOT' GREEN -GROUND CONTROL WIRE SCHEDULE fn'\ 12fN POWER SUPPLY 'v WHITE -COMt.tON, BLACK -HOT, GREEN -GROUND INSTALL ACCORDING TO CODE IN CONDUIT. (:';;\ CONTROL VALVE V HIT PRODUCTS NO EQUAL MOUNTED lN VALVE BOX ENCLOSURE. 500 SERIES G RECEIVER @1.□. TAG (::;\ 24 VOLT ELECTRICAL WIRING lN '-J J0-1NCH COIL (SEE DETAILS) -COMMON CONTROL 1 VALVE NO. 14 + 14 2500' NO. 12 + 12 5000' NO. 10 + 10 7500' NO. a + a - 2 VALVES 3 VALVES 1000· - 5000' 2500' 7500' 7500' -- 4 VALVES - - 7500' - f'::\ WIRE SPLICE HIT PRODUCTS -LOGIC 2 ® PED ESTAL MOUNT CONTROLLER IRRIGATION NOTES V HIT PRODUCTS NO EQUAL GREASE FILLED MODEL# (□BC) INSTALL IN SPECIFIED LOCATION ONLY. I. THE IRRl6ATION PLAN 15 DIA6RAMMATIG. ALL IRR l6ATION EQUIPMENT 51-!ALL BE LOCATED IN PLANTIN6 AREAS ONLY, UNLESS NOTED OTHERY'll5E. REFER TO THE IRRl6ATION LE6END AND DETAILS FOR EQUIPMENT AND INSTALLATION. 2 . CONTRACTOR 51-!ALL KEEP THE PREMISES GLEAN AND FREE OF EXGE55 EQUIPMENT, MATERIALS, AND RIJBB l51-1 INCIDENTAL TO l'IORK OF TH IS SECTION. 3 . A. ALL RISERS 51-!ALL BE P.V.G. SCHEDULE 80. B. ALL P IPE FITTIN6S 51-!ALL BE P.V.G. SCHEDULE 40. 4 . A. ALL l'ilRE 51-!ALL BE 14 6AIJ6E AN6-UF, DIRECT BURIAL TYPE, AND ALL 5PLIGE5 AND GONNEGTION5 51-!ALL BE MADE l'ilTH PEN-TITE GONNEGTOR5 OR EQUAL. EACH VALVE ON A CONTROLLER 51-!ALL HAVE A SEPARATE l'ilRE COLOR. ALL l'ilRES 51-!ALL BE INSTALLED l'ilTH Tl'ia (2 ) FEET OF EXGE55 l'ilRE (COILED) AT THE END OF EACH l'ilRE RUN. B. CONTROL l'ilRE 51-!ALL BE BUNDLED AND PLACED BENEATH MAINLINE 5. BAGKFLOl'i PREVENTION DEVICES 51-!ALL BE LOCATED AS INDICATED ON THE IRRl6ATION PLAN. INSTALLATION 51-!ALL CONFORM TO LOGAL 60VERNIN6 GODE5 AND RE6ULATIONS AND MANUFACTURER'S 5PEGIFIGATION5. GMl'«J BAGKFLOl'i 5PEGIALl5T TO APPROVE LOCATION ph . (760) 438-2722 x7152 6 . GHEGK VALVES 51-!ALL BE USED l'il-lERE INDICATED AND l'il-lERE NECESSARY TO PREVENT l'iATER FLOl'i FROM LOViER ELEVATION HEADS l'iHEN SYSTEM 15 TI.JRNED OFF. 7. ALL PRESSURE MAINLINES 51-!ALL HAVE El6HTEEN (18 ) INGHE5 OF COVER, AND ALL LATERALS 51-!ALL HAVE TViELVE (12) INGHE5 OF GOVER. TRENCH BACKFILL 51-!ALL BE FREE OF ANY MATERIAL THAT MAY DAMA6E IRRl6ATION P IPE OR EQU IPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR 51-!ALL PERFORM REQUIRED REPAIRS AT HIS Ol'iN G05T. 8 . ALL AUTOMATIC VALVES 51-!ALL BE LOCATED l'ilTHIN 51-!RlJB AREAS. V ALVES IN BOXES 51-!ALL BE INSTALLED IN PURPLE VALVE BOXES, ONE VALVE PER BOX, l'ilTH FOUR (4 ) INGHE5 OF PEA 6RAVEL BENEATH EACH VALVE. BALL VALVES 51-!ALL BE LOCATED IN SEPARATE VALVE BOXES. "I . MAINS, l'ilRE, AND LATERALS UNDER VEHICLE PAVIN6 51-!ALL BE SLEEVED SEPARATELY IN PVG SCHEDULE 80 SLEEVES l'ilTH 30" MINIMUM GOVER. ALL MAINS AND l'ilRE UNDER PEDESTRIAN PAVIN6 51-!ALL BE SLEEVED IN PVG SCHEDULE 40 SLEEVES l'ilTH 18 " MINIMUM GOVER. ALL LATERALS UNDER PEDESTRIAN PAVIN6 51-!ALL BE SLEEVED SEPARATELY IN PVG SCHEDULE 40 SLEEVES l'ilTH 12" MINIMUM GOVER. 10 . AUTOMATIC CONTROLLERS 51-!ALL BE SIZE AND TYPE AS NAMED, AND INSTALLED V'IHERE INDICATED ON IRRl6ATION PLAN. CONTROL l'ilRES 51-!ALL BE SLEEVED IN ELEGTRIGAL CONDUIT TO MAINLINE. 120 VOLT SERVICE TO CONTROLLER 51-!ALL BE PROVIDED BY THE Ol'iNER. II. PRIOR TO BACKFILLIN6 IRRl6ATION TRENCHES, A . ALL MAINLINES IN THE SYSTEM 51-!ALL BE GAPPED AND PRESSURE TESTED AT 125 P.5.1. FOR A PERIOD OF FOUR HOURS. ANY LEAKS FOUND 51-!ALL BE GORREGTED BY REMOVIN6 THE LEAKIN6 P IPE OR FITTIN65 AND INSTALLIN6 NEl'i MATERIAL IN ITS PLACE. B. ALL LATERALS 51-!ALL BE PRE55URE TESTED AT DE516N PRESSURE FOR ONE HOUR. G. THE CONTRACTOR 51-!ALL NOT ALL.Ol'i NOR GAUSE ANY OF HIS l'IORK TO BE COVERED UNTIL IT HAS BEEN IN5PEGTED, TESTED AND A PPROV ED BY THE OY'<NER'5 AUTHORIZED REPRESENTATIVE AND GIT'!' INSPECTOR. 12. IRRl6ATION GONTRAGTOR 51-!ALL. AD...lJST ALL HEADS TO PROVIDE EVEN GOVERA6E AND TO KEEP SPRAY OFF BUIL.DIN65, Y<.ALKl'IAY5, Y<.ALL5, AND DRIVES. 13 . ffiEN THE SPRINKLER SYSTEM 15 COMPLETED, THE GONTRAGTOR, IN THE PRESENCE OF THE OY'<NER'5 AUTHORIZED REPRESENTATIVE, 51-!ALL PERFORM A GOVERA6E TEST OF l'iATER AFFORDED THE PLANTIN6 AREAS TO ENSURE IT 15 COMPLETE AND ADEQUATE. GIT'!' INSPECTOR TO APPROVE GOVERA6E. THE CONTRACTOR 51-!ALL. FURNl51-1 ALL MATERIALS AND PERFORM ALL l'IORK REQU IRED TO GORREGT ANY INADEQUACIES OF COVERA6E AT HIS OViN COST. IRRl6ATION CONTRACTOR 51-!ALL. MAINTAIN THE SYSTEM FOR A PERIOD OF S IXTY (60) DAYS AND 51-!ALL l'iATER ON A DAILY BASIS. 14 . PRIOR TO FINAL AC.GEPTANGE, THE CONTRACTOR 51-!ALL FURNl51-1 TO THE OY'<NER A COMPLETE 'AS-BUILT' DRAl'IIIN6 ON SEPIA AND THREE PRINTS 5HOl'ilN6 EXACT LOCATIONS OF ALL ITEMS INSTALLED. 15. PRIOR TO FINAL AGGEPTANGE, THE IRRl6ATION CONTRACTOR 51-!AL.L. PLAGE A LAMINATED, REDIJGED GOP'!' OF THE AS-BUILT IRRl6ATION PL.AN, COL.OR-CODED AS TO GOVERA6E AREAS FOR EACH VALVE, IN THE CONTROLLER ENCLOSURE. 16 . THE IRRl6ATION GONTRAGTOR 51-!ALL 6UARANTEE THE ENTIRE IRRl6ATION SYSTEM TO BE FREE OF DEFECTS IN Y'IORKMAN51-11P AND MATER IALS FOR A PERIOD OF ONE (I) YEAR FROM FINAL AC.GEPTANGE BY THE Ol'iNER. 17. "THRUST BL.OGK5 GON515TIN6 OF A MINIMUM OF I GUBIG FOOT OF CONCRETE (2POO PSI) 51-!ALL. BE INSTALL.ED AROUND MAINLINES 3 " AND ABOVE AT ELBOV'IS AND AT POINTS OF GHAN6E IN D IRECTION." (GIT'!' OF GARL5BAD L.ANDSGAPE MANUAL IV.3-5). 18. INSTALL POP-UPS l'ilTHIN 10 FEET OF ALL PEDESTRIAN USES. NOTE, ALL IRRl6ATION EQUIPMENT UTIL.IZIN6 RECLAIMED l'iATER 51-!ALL. BE COLORED PURPLE PER CARLSBAD M.JNIGIPAL l'iATER DISTRICT REQUIREMENTS. ... 1IOWflRD ftSSOClftlfS T 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 "AS-BUILT P.E. EXP, ____ _ REVIEWED BY: " DATE BENCHMARK: DESCRIPTION: STANDARD 1,/-/0 STREET CENlERUNE 1'1£11 MONUMENT LOCATION: CENTERlJNE CF ll. CAMINO REAL AT ENCINEER's STATION -151+92 PER R.S 1800-1 RECORD FROM: CO(JNTY BENCH /DUS (Na COUNTY '£RT. CONlR(X OA TA) DATE INITIAL FAX (619)718-9669 INSPECTOR DATE ELEVATION: 68.-179 DATIJM: NG.O CF 1929 ENGINEER OF WORK RLA #2919 I RR I GA TI ON LEGEND REC.Ye.LID SYSTI'H AT C.OMMON AREAS / POTABLE SYSTI'H AT HOMEOffiERS AREAS NOTI', ALL HEADS ON REC.YC.LID 5Y5Tl:M5 TO BE Pl,l<PLE HEADS -RAINBIRD 1800 NP C.OVER OR f!JNTI'R REC.YC.LID l'IATI'R c.oYER PER HANJFAc.11.l<ER5 5F'Ec.lFIC.ATION5 5'!'1'1. MFR. DESC,RIPTION 6PM RADIUS P51 • RAIN BIRD 1804-5AM-PRS-l.2Q-PG5 POP-tJP TI.JRF SPRAY HEAD 0.65 12 ' 30 I RAIN B IRD 1804-5AM-PR5-l.2H-PGS POP-tJP TI.JRF SPRAY HEAD 1.3 12 ' 30 RAIN B IRD 1804-5AM-PR5-l.2VAN-PG5 POP-tJP TI.JRF SPRAY HEAD V ARIES 12 ' 30 0 RAIN B IRD 1804-5AM-PRS-15Gl-PG5 POP-tJP TI.JRF SPRAY HEAD 0 ."12 15 ' 30 0 RAIN B IRD 1804-5AM-PRS-15H-PG5 POP-tJP TI.JRF SPRAY HEAD 1.85 15 ' 30 € RAIN B IRD 1804-5AM-PR5-15F-PG5 POP-tJP TI.JRF SPRAY HEAD 3 .7 15 ' 30 RAIN B IRD 1804-5AM-PR5-15V AN-PG5 POP-tJP TI.JRF SPRAY HEAD VARIES 15 ' 30 ISi RAIN B IRD 1804-5AM-PR5-15E5T-PG5 POP-tJP TI.JRF SPRAY HEAD 0.65 4 'X15' 30 I.iii RAIN B IRD 1804-5AM-PR5-1555T-PG5 POP-tJP TI.JRF SPRAY HEAD 1.50 4 'X90' 30 e RAIN B IRD 1004-5AM-PR5-8H-PG5 POP-tJP TI.JRF SPRAY HEAD OS7 8 ' 30 ~ RAIN B IRD 1004-5AM-PR5-8G-PG5 POP-tJP TI.JRF SPRAY HEAD .28 8 ' 30 □ RAIN B IRD 1800-PA-85-BISEST-PGS POP-tJP TI.JRF SPRAY HEAD 0.61 6 ' X 13 ' 50 ■ RAIN B IRD 1800-PA-85-BISEST-PGS POP-tJP TI.JRF SPRAY HEAD 1.21 6 ' X 26' 30 V RAIN B IRD 1806-5AM-PR5-8H-PG5 POP-tJP 5HRIJB SPRAY HEAD 0.57 8 ' 50 :it RAIN B IRD 1806-5AM-PR5-00-PG5 POP-tJP 5HRIJB SPRAY HEAD .28 8 ' :30 ~ RAIN B IRD 1800-PA-85-12Q-PG5 5HRIJB SPRAY HEAD ON 12 " RISER 0.65 12 ' 30 "' RAIN B IRD 1800-PA-85-12H-PG5 5HRIJB SPRAY HEAD ON 12 " R ISER 1.3 12 ' 30 • RAIN B IRD 1800-PA-85-12T-PGS 51-!RlJB SPRAY HEAD ON 12 " RISER V ARIES 12 ' :30 l!i RAIN B IRD 1800-PA-85-12F-PG5 51-!RlJB SPRAY HEAD ON 12 " RISER 0 ."12 15 ' 30 4 RAIN B IRD 1800-PA-85-ISGl-PGS 51-!RlJB SPRAY HEAD ON 12 " RISER 0 ."12 15 ' :30 "v RAIN B IRD 1800-PA-85-ISH-PGS 5HRIJB SPRAY HEAD ON 12 " RISER 1.85 15 ' 50 ~ RAIN B IRD 1800-PA-85-15T-PG5 51-!RlJB SPRAY HEAD ON 12 " R ISER V ARIES 15 ' 50 [I] RAIN B IRD 1800-PA-85-BISEST-PGS 51-!RlJB SPRAY HEAD ON 12 " RISER 0 .65 4 1Xl5' :30 [l RAIN B IRD 1800-PA-85-Bl555T-PG5 51-!RlJB SPRAY HEAD ON 12 " RISER 15 4 '.XSO' 30 ... RAIN B IRD 1800-PA-85-5G5T-B-B-PG5 5HRIJB BUBBLER ON 12 " R ISER 0.5 5 ' 30 ~ RAIN B IRD 1800-PA-85 511 B PG5 5HRIJB BUBBLER ON 12" R ISER 1.0 5 ' 30 • RAIN BIRD 1800-PA-85-SGl-B-PGS SHRUB BUBBLER ON 12 " R ISER 0.5 5' 30 ~® HUNTER P6H-AR V -OI POP-UP SHRJ.JB ROTOR 0 .1 25' 50 02 HUNTER P<SH-ARV -04 POP-UP SHRJ.JB ROTOR 1.6 25' 50 HUNTER P6H-3RV-07 POP-UP SHRJ.JB ROTOR 3.4 25' 50 ®@ HUNTER P<SH-ARV -02 POP-UP SHRJ.JB ROTOR 0.'1 30' 50 HUNTER P6H-ARV-05 POP-UP SHRUB ROTOR 2 .0 30' 50 0® HUNTER P6H-3RV-08 POP-UP SHRUB ROTOR 4.2 30' 50 HUNTER P6H-ARV-04 POP-UP SHRUB ROTOR 1.6 35' 50 ® HUNTER P6H-ARV-06 POP-UP SHRJ.JB ROTOR 2 .7 35' 50 ®® HUNTER P6H-3RV-0'1 POP-UP SHRJ.JB ROTOR 5 .5 3 5 ' 50 HUNTER P<SH-ARV-06 POP-UP SHRJ.JB ROTOR 2 .7 40' 50 ~@ HUNTER P6H-ARV -0"1 POP-UP SHRJ.JB ROTOR 5 .5 40' 50 12 HUNTER P6H-3RV-12 POP-UP SHRJ.JB R OTOR 13 .2 40' 50 ®)@ HUNTER 1-20-ARV -.75 POP-UP SHRJ.JB ROTOR .75 25' 50 @)22 HUNTER 1-20-ARV-l.5 POP-UP SHRJ.JB ROTOR 1.5 25' 50 5 HUNTER 1-20-ARV-3.0 POP-UP SHRJ.JB R OTOR 3.0 25' 50 NOTI', ALL HEADS ADJAc.ENT TO PAVIN6 OR DE51 5NATED i'IITH A • NEXT TO THE HEAD SHALL BE POP-IJP HEADS - 1006-5AH-PR5 5ERIE5 FOR RAIN BIRD HEADS AND P6H 5ERIE5 FOR H.JNTER HEADS. Gl l'IA Tl:R METI'R BY DEVELOPER ~ HIT f'RODUGT5 500-R 5ERIE5 REHOTI' C.ONTROL VALVE /NON-POTABLE l'IATI'R) -SIZE PER PLAN -(I) L-RP REC.EIVER PER VALVE RAIN BIRD RAIN BIRD C.HAMPION NELSON (tl5E EASY RAIN C.ONTROL.LER5 FOR U5E i'IITI-1 VALVES ON HOMEOl'INER5 PROPERTY) DV SERIES REMOTI' C.ONTROL VALVE ASVF SERIES REMOTI' C.ONTROL VALVE 362 SERIES ATM05PHERIC. VAc.WH BREAKER i'IITI-1 UNION -LINE SIZE -MOUNT 12" Hl5HER TI-IAN Hl5HEST HEAD IN SYSTEM GIJIC.K co.JPI...ER VALVE FOR REC.Ye.LID l'IATER NELSON HODEL "7645 i'IEATHERMATIC. 1000Di'l 5ERIES MASTER REHOTI' C.ONTROL VALVE KIN<, BROS. TRUE-LJNION PLASTIC. BALL VALVE -LINE SIZE HIT f'RODUGT5 L051C. 2 AUTOMATIC. 2 i'IIRE C.ONTROLLER i'IITH RAIN SHJT-OFF DEVIC.E -PEDESTAL MOUNT HARDIE RAIN-DIAL PLU5' C.ONTrWLLER -LOGATI' IN GARAGE C.AL 5EN5E FMI .256 FL.01'1 5EN50R FEBc.O 1',25Y REDlK.ED PRESSURE BAc.KFLOl'I PREVENT1:R PVC. PAC;IFIC. PLASTIC.5 "C.YC.LE FLOl'I" C.L 200 REC.Ye.LID LATERAL LINE -SIZE PER PLAN -12 " HINIMJM C.OVER -5/4" MINIMJH SIZE (PURPLE) PVC. PAC;IFIC. PLASTIC.5 "C.YC.LE FLOl'I" SC.HEDIJLE 40 REC.YC.LED HAIN LINE (1-1/2 " OR SHALL.ER) -SIZE PER PLAN -II',' MINIHIJH C.OVER (PlA<F'LE) PVC. PAC;IFIC. PLASTIC.5 "C.YC.LE FLOl'I" C.L515 HAIN LINE (2 " OR LAR6ER) -SIZE PER PLAN -II'," HINIHIJH C.OVER FOR 2-1/2" AND LE55 24" c.oYER FOR 5"-5-1/2" PAc.lFIC. PLASTIC.5 "C.YC.LE FLOl'I" PVC. SLEEVE -Ti'IIC.E THE SIZE OF i'IORKIN6 LINE PVC. C.L 200 POTABLE LATI'RAL LINE -SIZE PER PLAN -12" HINIHJH C.OVER -3/4" MINIMUM SIZE ----PVC. SC.HEDl.l..E 40 POTABLE HAIN LINE (1-1/2" OR SMALLER) -SIZE PER PLAN -II'," HINIMJM C.OVER SI EEVE5 SHALL BE AS FOLLQl'l5, -HAINS, i'IIRE, AND LATERALS UNDER VEHIC.LE PAVIN6 TO BE IN 5EPARAT1: PVC. SC.HED\JLE 40 5LEEVE5 i'IITH 50" C.OVER. -HAINS AND i'IIRE UNDER PEDESTRIAN PAVING TO BE IN 5EPARAT1: PVC. 5c.HEDULE 40 5LEEVE5 i'IITI-1 II',' C.OVER. -LATERALS UNDER PEDESTRIAN PAVING TO BE IN PVG SC.HEDIJLE 40 5LEEVE5 i'IITI-1 12" c.o\lER. VALVE C.ALLOIJT FOR c.oHMON AREA IRRIGATION GI! C.ONTROLLER -C.ONTROLLER 5EGIIJENC,E APPROVED FOR 6PM DEMAND -VALVE SIZE PLANTING VAL VE C.ALLOIJT FOR HOHEOl'INER IRRIGATION AND IRRI GATION ONLY, INCLUD ING PRECISE I :1 6PM DEMAND VALVE SIZE LOCATION OF PLANTING AREAS . I SH 2ET I CITY OF CARISBAD ~ PLANNING DEPARTMENT ' IRRIGATION LEGEND, NOTES. AND DETAILS FOR: Calavera Hills II Village W C.T. (J(HJ2 AP ~ROY ~ i._,1 /2-10-03 . -/ ASSISTANT PLANNING DIRECTOR DATE DWN BY:~ I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: XXXXXX REVISION DESCRIPTION OTHER APPROVAL. CITY APPROVAL RVWD BY: CT 01-05 408-4L CMWO 121903 051706 - I 2 5 7 BALL VALVE 0 ROUND PURPLE PLASTIC VALVE 0 BOX, AMETEK OR EQUAL FINISH GRADE 0) BALL VALVE 0 INTEGRAL UNIONS ® PVC SCH. 40, 45' ELL (lYP) ® PVC PRESSURE MAINLINE PIPE (SEE SPECS.) 0 1 CU. FT. PEA GRAVEL ® 2X4 REDWOOD OR BRICK BLOCKING 0 DEPTH-SEE SPECIFICATIONS NTS 0 FINISH GRADE/TOP OF MULCH 0 QUICK-COUPLING VALVE WITH LOCKING PURPLE CAP 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 0 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 lYPE APPROVED FOR RECYCLED WATER USE. QUICK-COUPLING VALVE 6 4 CD PLANT MATERIAL ® FINISH GRADE/TOP OF MULCH G) POP-UP SPRAY SPRINKLER: 0 ® 0 0 ® PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 40 STREET ELL 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 B J 0 PLASTIC NOZZLE WITH PURPLE CAP 0 BRASS SHRUB ADAPTER 0) PLANT MATERIAL 0 FINISH GRADE/TOP OF MULCH ® UV RADIATION RESISTANT PVC SCH BO NIPPLE (LENGTH AS REQUIRED) ® PVC SCH 40 ELL 0 PVC SCH 40 STREET ELL ® PVC SCH 40 TEE OR ELL 0 PVC LATERAL PIPE NOZZLE ON RISER I DGIC 2 PB 3 IBRIGAUPN CONTROi i fB BACK VIEW OF THE BOX WALL MOUNT __J FRONT VIEW OF THE BOX OUTSIDE WALL >-----10.00 ,,_ c::::::J .. ~ 1111• 0 ' 0 ' 0 0 LOGIC 2 ' .; OR 3 0 ' ' ~ J GUU'll1J.. 0 MOUNTING HOLES • ffi 110V CONDUIT POWER WIRES 0 0 2-WIRE PATH TO VALVES 3 3 CONTROL WIRE SCHEDULE COMMON CONTROL -1 VALVE 2 VALVES 3 VALVES -4 VALVES NO. ,. + ,. 2500' 10DC' -- NO. 12 + 12 50DC' 5000' 2500' - NO. 10 + 10 7500' 7500' 7500' 7500' NO. 8 + 8 ---- CONTROLLER WALL MOUNT METER BOX A ND METER--,,_ S IDEV'lALK--- CURB-----. APPROX. 8' t i----24' -----1 POTABLE SERVICE LINE --~- 10 ' MINIMUM TO POTABLE MAINLINE IN STREET RECYCLED 1/'lATER IRRl5ATION MAINLINE Y'l/SLEEVE NOTE, 12' MINIMUM t NTS G V ERTICAL CLEARANCE OF 12 " MINIMUM IS MANDATORY 1/'lHEN CROSSIN5 PATH OF A POTABLE V'lATER LINE. INSTALLATION OF RECYCLED V'lATER IRRl5ATION MA INLI NE 24" FROM FACE OF SIDEV'lALK 1/'llLL PROVIDE THE NECESSARY 10 ' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. POTABLE SERV ICE LINE CROSSING "AS-BUILT P.E. EXP. ___ _ REVIEWED BY: INSPECTOR 0 ROTOR SPRINKLER WITH PURPLE CAP 0 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 0 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. ROTOR SPRINKLER 1 2" MIN REQ. VERT. SEPARATION j o --.. ,__----j@ 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 DATE BENCHMARK: DESCRIPTION: STANDARD 1,1-10 STREET CENTERUNE ltf1.1. /,lav///,IENT LOCATION: CENlERUNE CF El CAMINO REAi. AT ENGINEER's STA Tia-I ,fS,f.+92 PER R.S 18()()-1 RECORD FROM: COUNTY BENCH LEVEl.S (Na COUNTY .cl?T. CCWTRa OA TA) OAT£ NTS H INITIAL DATE ELEVATION: 68.-179 OATl.//,1: NG.O CF 1929 ENGINEER OF WORK 2 NOTE: 0 COPPER UNION (1 OF 2) 0 REDUCED PRESSURE BACKFLOW PREVENTER: RAIN BIRD RP-QT 0) COPPER MALE ADAPTER (1 OF 2) 0 COPPER 90' ELL (1 OF 4) ® COPPER PIPE (lYPICAL) ® FINISH GRADE {J)Pvc MALE ADAPTER ® IRRIGATION MAINLINE PIPE 0 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. # W-20 BACK FLOW NOTE: PREVENTER NTS 0 FINISH GRADE ® ROTOR POP-UP SPRINKLER G) PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 0 PVC SCH 40 ELL ® PVC SCH 40 STREET ELL 0 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 SPR INKLER NTS DATE, 1/24/03 DRAl"IN BY, JR-l/Ml'-10 JOB NUMBER , 02011.1 FILE, REVISIONS, REVISION DESCRIPTION OAT£ ... gjOWftQD flSSOClfllf S T LANDSCAPE ARCHITECTURE APPROVED FOR PLANTING 2835 Ca mino del Rio South AND IRRIGATION ONLY, Suite 210 Son Diego, California 92108 INCLUDING PRECISE (619)71 8-9660 FAX (619)718-9669 LOCATION OF PLANTING RLA #2919 AREAS. I SH3ET I CITY OF CARLSBAD ls2~s1 PLANNING DEPARTMENT IRRIGATION DETAILS FOR: Co/overo Hills II Vi/loge W C.T. 00-02 Al f_!,lROVE~ -·~ ,,r J /2.-/o-o.~ ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. INITIAL. DATE INmAL CHKD BY: XXXXXX OTHER APPROVAL CITY APPROVAL RVWD BY: I CT 01-05 I 408-4L CMWD 121903 0517 06 --- bOh 216.5 69.8 40 I "AS-BUILT " P.E. EXP , __ _ DATE REVIEWED BY: INSPECTOR DATE 20 0 ~ North 1" = 40' 40 I GRAPHIC SCALE 80 120 1------11 BENCHMARK : DESCRIPTION: STANDARD Al-10 STREET CENTERtJN£ ltlli. Ala-lUAIENT LOCATION: CENTERtJNE fF £1. CANINO REAL AT ENGINEER's STAT!a-1 ,f.5,1+92 PER R.S /8()(}-1 RECORD FROM: COUNTY BENCH L£fUS (NO. COUNTY ',fRT. CONTRa DA TA) ELEVATION: 68.~79 DAll/1.t: NG',!J (F 1929 122 GENERAL PLAN OPEN SPACE DATE INITIAl ENGINEER OF WORK DATE, I/24/OS DRAYIIN BY, JRJ/MMO JOB NUMBER, O2O1 I.I F ILE, REVl5 1ON5, REVISION DESCRIPTION DATE FOR IRRIGATION LEGEND AND NOTES, SEE SHEET 2 .SEE. SHT el# FOR REC YL£D WATER LOCATI ON ... ¢10WftRD fl~S OClflltS T --------.........___ - KEY MAP @ NORTH LANDS CAPE APPROVED FOR ARCHITECTURE PLANTING 2835 Camino del Rio South AND IRRIGATION ONLY, Suite 210 San Diego, California 92108 INCLUDING PR ECISE (619)718-9660 FAX (619)718-96 69 LOCATION OF PLANTI NG RLA #2919 AREAS . I S7 ETI CITY OF CARLSBAD Lm PLANNING DEPARTMENT IRRIGA TlON PLAN FOR: Co/overo Hills II Vi/loge W C.T. 00-02 Al ~r~~,ED7'?ea /2.-10-03 .. ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. INITIAL DATE INfTIAI. CHKD BY: XXXXXX OTHER APPROVAL CITY APPROVAL RVWD BY: I CT 01-05 I DRAWING NO. 408-4L CMWD 121903 051706 I I I I I I I I I I \ I I I \ \ \ \ \ \ \ \ \ \ I I I I • • --, 16.e \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ DATE, 1/24/03 DRAJl'IN BY, .JR.J/MM0 JOB NUMBER, 02011.1 F ILE, REYl5 10N5, \ \ 2 \ \ \ ... <tlOWflRD ft)SO ClftTf S T 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 "AS -BUILT " P.E. EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE M I PffJ'-r~~ •1-1-----+-1£ SH££; 4 I ~ I I l. '21.5 -1-J-o:::.. .._,__ - FOR IRRIGATION LEGEND AND NOTES , SEE SHEET 2 .SEE 5HT e'f-FaR f?EC.YLLD WATER l.O~ATION 40 I -- North 1" = 40' 20 0 40 80 120 ~ I I I GRAPHIC SCALE KEY MAP ------------- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1----+--+-------------!f----+--+----t---1 I SHSEET I CITY OF CARLSBAD I SH2EETS I ;:::::=:::::...::==::::P:::::LA::::N::::Nl::::NG::::::::::DE:::P::::AR::::T::::ME::::NT:===::::'....'::====: BENCHMARK: DESCRIPTION: LOCATION: STANDARD l.t-10 STREET CENlE/?/.JNE IIEll IICWIJ/JENT CENlE/?/.JNE OF El. CAl.t/NO REAL AT ENCINEBtS STAll(K,{ -IM+92 PfR R.S 180/r 1 RECORD FROt.t: COUNTY BENCH I.RflS (Na COUNTY l,f/?T. CWTRa. DATA) ELEVATION: 68.,f.79 DATCJl.t: NC',O OF 1929 DATE INITIAi. DATE INITIAi. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL.. DATE INITIAi. CllY APPROVAL. IRRIGATION PLAN FOR: Colovero Hills II Village W DWN BY: PROJECT NO. CHKD BY: xxxxxx CT 01-01 ,<; RVWD BY: ,.J C.T. ()()-()2 I DRAWING NO. 408-4L CMWD _-__ _ 121903 051706 POINT OF GONNEGTION #I~ TO B,t::.--">.... A 1-1/2 " REGLAIHED ~ATER Hi=TER ~ A 2" REDUGED BAGKFLO~ PREVENTER. STATIG "!;"RESSURE AT ' HETER = 11 6 PSI AT ELEVATION 289'. ' -' GONTROLLER H -9/o STATION \ \ \ \ \ \ \ PRESSURE LOSS CALCULATION PROJECT NAME: Calavera Hills II -Village W DATE: 11/15/02 \ \ WATER DISTRICT: CMWD HGL: 550 METER DESIGNATION: P.O.C. #19 METER LOCATION : Adjacent to Lot 115 on Tamarack METER SIZE: 1-1/2" METER ELEVATION: 283' STATIC PRESSURE@ METER: 129 VALVE#: M-12 VALVE SIZE: 1" PIPE PIPE LATERAL LINE SECTION TYPE A CL200 B • C " D • E • A. TOTAL LATERAL SYSTEM LOSS PSI SIZE LE NGTH GPM LOSS 3/4" 64' 5.2 .372 1" 92' 14.7 1.95 1-1/4" 71 ' 45.9 1.31 1-1/2" 102' 37.5 1.85 2-1/2" 21' 64.8 .19 5.72 PIPE SECTION PIPE PSI MAIN LINE TYPE SIZE LENGTH GPM LOSS A SCH . 40 2-1/2" 2542 64.8 30.25 B. TOTAL MAINLINE SYSTEM LOSS MISCELLANEOUS LOSS / GAI N WATER METER: BACKFLOW PREVENTER: MASTER CONTROL VALVE: FLOW SENSOR: BALL VALVE(S): CONTROL VALVE : HEAD LOSS / GAIN IN SYSTEM: C. TOTAL MISC. LOSS/ GAIN D. TOTAL SYSTEM LOSS / GAIN (A+B+C) E. FITTING LOSSES (15% OF TOTAL LOSSES) F. MIN. REQ. PRESSURE AVAILABLE AT METER HEAD G. DESIGN PRESSURE (D+E+F) H. PRESSURE AVAILABLE AT METER I. RESIDUAL PRESSU RE (H-G) ( 30.25 2.1 12.5 2.1 1.00 3.00 1.50 -26.84 -4.64 31.33 4.69 50 86.02 128 42.08 DATE, 1/24/09 DRAY'IN BY, J RJ/MHO JOB NUMBER , 0 2011.1 FILE, REVl5 10N5, \ \ \ ... <tlOWflRD ft)SO ClflTtS T 2835 Camino d el Rio South Suite 210 San Die go, California 92108 (619)718-9660 FAX (619)718-9669 RLA ;!!2 9 19 5.:2 3/4 1 00 2BR ,--.___; @] 2 48.2 L / 13. ( 3/4 I ( " q.q ct"' 9/4 3/ 7 I -__J "AS -BUILT " P.E. EXP •. ___ _ REVIEWED BY: INSPECTOR DATE DATE I rl--\1 -27i.@ ,__ I L I ..., I /IHI-~ ; __ ~ ~i~:J-ljJJJ i, r I 1 -----'-J I ----~ : It 1 1/3;1;-f-rlJ! " /1 5.:2 3/4 08.1 4 b ' BENCHMARK: DESCRIPTION: STANOARO /,f-10 STREET CENTERl/NE ltf1.1. /,f(Xol///,f£NT LOCATION: CENTERl/NE er El. CA/,f/NO REAL AT ENGINEEll's STA llaf ,/M.+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH IB£1.S (NO. COUNTY "8?T. ClWTRa. OATA) ELEVATION: 68.l79 OATlJ/,f: NG'AJ er 1929 314 04.1 ••• ,------____jl GONTROLLER L -90 STATIONS I FOR IRRIGATION LEGEND AND NOTES, SEE SHEET 2 .!J~c SHT 2 8 t-oR. RECYLcD WATER LOC'ATION North 1"=40' KEY MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ CITY OF CARLSBAD I SH2EETS I l----+--+----------------11----i----;---;---, LU PLAN NING DEPARTMENT 1---+--t----------------ii----;----;----t---i IRRIGATION PLAN FOR: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: DATE INITlAL DATE INITlAL CHKD BY: XXXXXX OIBER APPROVAL CITY APPROVAL RVWD BY: Calavera Hills II Village W PROJECT NO. CT 01-05 C.T. txJ-02 I DRAWING NO. . 408-4L CMWO __ -__ _ 121903 051706 POINT OF CONNEC,..T..1-0 N 11:;25 TO BE A 3 /4 " DOMESTld V'-IATER METER V'-I ITH A 3/4 " REDUCED Bf'CKFLOV'-1 PREVENTER FOR HOSE BIBB CONNECTIONS I \ I I DATE, 1/24/03 DRAJl'IN BY, JRJ/MMO JOB NIJMBER , 02011.1 FILE, REVISIONS, I ... <t10WftRD ft)SOClft TtS ... 2835 Camino del Rio South Suite 210 San Diego, California 92108 (61 9)71 8-9660 FAX (619)71 8-9669 RLA #2919 "AS -BUILT " P.E. EXP ___ _ DATE REVIEWED BY: INSPECTOR DATE '""' BENC HM ARK: DESCRIPTION: STANDARD N-10 STREET CENTERIJNE HW. Na{IJNENT LOCATION: CENlERllNE IF El CAJIINO REAL AT ENGINEER's STAlla,/ ~+92 ffR R.S 1800-1 PRESSURE LOSS CALCULATION PROJECT NAME: Calavera Hills 11 -Village W DATE : 11/15/02 WATER DISTRICT: CMWD HGL: 550 METER DESIGNATION : P.O.C. #22 METER LOCATION: Adjacent to Lot 1 on Tamarack METER SIZE: 1-1/2" METER ELEVATION : 215' STATIC PRESSURE@ METER: 158 VALVE#: L-3 VALVE SIZE: 1" PIPE PIPE PSI LATERAL LINE SECTION TYPE SIZE LENGTH GPM LOSS A CL200 3/4" 57' 7.75 1.67 B " 1" 48' 15.8 1.12 C " 1-1/4" 52' 21 .05 .74 D " 2" 126' 52 .7 1.51 A. TOTAL LATERAL SYSTEM LOSS 5.04 MAIN LINE PIPE SECTION PIPE TYPE PSI SIZE LENGTH GPM LOSS A SCH. 40 2-1/2" 285 52.7 2.5 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 D. TOTAL SYSTEM LOSS / GAIN (A+B+C) E. FITTING LOSSES (15% OF TOTAL LOSSES) F. MIN . REQ. PRESSURE AVAILABLE AT METER HEAD G. DESIGN PRESSURE (D+E+F) H. PRESSURE AVAILABLE AT METER I. RESIDUAL PRESSURE (H-G) FO R IRRIGATION LEGEND AND NOTES , SEE SHEET 2 2.5 2.1 12.5 2.1 1.00 3.00 1.50 26.84 46.58 56.58 8.48 50 115.06 145.1 30.04 SEc .SHT Z9 FOR R.ECYI..ED WAT€!? LOC'ATION 40 20 0 I ~ RECORD FROM: COUNTY BENCH LE.US (Na COUNTY .u?T. CCWTRa. OATA) DATE INITW. ELEVATION: 68.-179 OAT/JAi: NGlfJ IF 1929 ENGINEER OF WORK REVISION DESCRIPTION PRESSURE LOSS CALCULATION PROJECT NAM E: Calavera Hills II -Village W DATE: 11/15/02 WATER DISTRICT: CMWD HGL: 550 METER DESIGNATION: P.O.C. #23 METER LOCATION : Adjacent to Lot 121 on Tamarack METER SIZE: 1-1/2" METER ELEVATION: 179' STATIC PRESSURE @METER: 174 VALVE#: K-7 VALVE SIZE: 1" PIPE PIPE LATERAL LIN E SECTION TYPE A CL200 B " C " D " E " A. TOT AL LATERAL SYSTEM LOSS SIZE LENGTH 3/4" 70' 1" 50' 1-1/4" 59 1-1/2" 82' 2-1 /2" 89' PSI GPM LOSS 8.4 .992 15.2 1.2 26.2 1.22 34.4 1.52 72 .7 1.08 6.01 MAIN LI NE PIPE SECTION PIPE TYPE PSI SIZE LENGTH GPM LOSS A SCH. 40 2" 387' 72.7 5.3 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 D. TOTAL SYSTEM LOSS / GAIN (A+B+C) E. FITTING LOSSES (15% OF TOTAL LOSSES) F. MIN. REQ. PRESSURE AVAILABLE AT METER HEAD G. DESIGN PRESSURE (D+E+F) H. PRESSURE AVAILABLE AT METER I. RESIDUAL PRE SSURE (H-G) 5.3 2.1 12.5 2.1 1.00 3.00 1.50 2.2 19.19 30.5 2.88 50 83.38 161.9 78.52 KEY MAP ----------- APPROVED FOR North PLANTING 1" = 40' AND IRRIGATION ONLY, INCLUDING PRECISE 40 80 120 I I ! LOCATION OF PLANTING GRAPHC SCALE AREAS. u§J I SH!ET I CITY OF CARLSBAD PLANNING DEPARTMENT . IRRIGATION PLAN FOR: Calavera Hills II Village W C.T. (J()-02 A\Jt<OVo/ . . 2-'' /2.-/0-03 ASSISTANT PLANNING DIRECTOR DATE DWN BY: [I I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITW. CHKD BY: XXXXXX CT 01-05 OTHER APPROVAL CITY APPROVAL RVWD BY: 408-4L CMWD __ -__ _ 121903 051706 PART 1 -GENERAL 1.1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE AN ADDED 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 AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. OWNER/DEVELOPER WILL OBTAIN AND PAY ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES. ALL ON SITE, RECLAIMED WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND 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 THE PRESSURE RATING. PERMITS AND LICENSES UNLESS OTHERWISE STATED, SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, AND VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. WATER METERS AND POWER METERS WILL BE THE RESPONSIBILITY OF THE OWNER AND/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 THE 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 AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. . 2 CODES AND STANDARDS IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH THE LATEST RULES OF THE NATIONAL ELECTRICAL CODE AND ELECTRICAL SAFETY ORDERS OF THE STATE OF CALIFORNIA, DIVISIONS OF INDUSTRIAL SAFETY, FOR ALL ELECTRICAL WORK AND 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 PRODUCT(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 FORA 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 AND 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 AND 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 AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE 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 AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. B. PROJECT: (PROJECT NAME) C. LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED: TITLE: ADDRESS TELEPHONE SIGNATURE AND DATE: 1.5.1 INSPECTION SCHEDULE . 1 IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE 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 D. 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-BUILT DRAWINGS. IN THE EVENT THE CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS-BUILT DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THE SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING THE LANDSGAPE 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-BUILT 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 AND RETEST UNTIL ACCEPTANCE BY OWNER AND CITY. 1.6.1 TESTS .1 MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE OF THE OWNER/DEVELOPER AND CITY INSPECTOR. AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HARDSCAPES, IF WATER WERE USED. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED (INCLUDING AS-BUILTS). .2 FURNISH NECESSARY FORCE PUMP AND 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 OTHER VALVE 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 AND ADJUST ALL IRRIGATION HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, BUILDINGS, WALLS AND OTHER STRUCTURES. . 2 IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE PROPER AND 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, THE 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 AND 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 " 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 AND 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 THE IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE AND 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 AND 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 114 INCH IN SIZE. .6 UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES AND 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 AND ALL SLEEVES (DIMENSION MAXIMUM 10 FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES.) C. GATE VALVES D. IRRIGATION CONTROL VALVES E. QUICK COUPLER VALVES F. ROUTING DF CONTRDL 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-BUILT' MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. LANDSCAPE ARCHITECT WILL BE REQUIRED TO TRANSFER ALL AS-BUILT INFORMATION TO MYLARS. AS-BUILTS 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 AND A CORRESPONDING LEGEND OF THE EQUIPMENT INSTALLED . .3 THE CHART SHALL BE A REDUCTION OF THE ACTUAL AS-BUil T 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 AND A DIFFERENT PASTEL TRANSPARENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. .5 WHEN COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHART BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS THICK. .6 CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM . 1.7.3 OPERATION AND 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 AND 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 AND TELEPHONE NUMBER. B. DURATION OF GUARANTEE PERIOD. C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVE. D. COMPLETE OPERATING AND 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 PROJ ECT, USING THE FORMAT SHOWN: A. PLUMBING PERMITS (IF NONE REQUIRED, SO NOTE) B. MATERIALS APPROVAL C. PRESSURE MAINLINE TEST (BY WHOM AND DATE) D. AS-BUILTS DRAWINGS COMPLETED (RECEIVED BY AND DATE) E. CONTROLLER CHART COMPLETED (RECEIVED BY AND DATE) F. MATERIALS FURNISHED (RECEIVED BY AND DATE) G. OPERATION AND MAINTENANCE MANUALS FURNISHED (RECEIVED BY AND DATE) H. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED I. MANUFACTURER WARRANTEES (RECEIVED BY AND DATE) J. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE BENCHMARK: DESCRIPTION: STANOARO 11-10 STREET CENTERUNE M:LL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENC!NEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL OATA) ELEVATION: 68. 479 OA TIJI.I: NGvD OF 1929 BY AND DATE) ) DATE INITIAL ENGINEER OF WORK .2 FORWARD SIGNED AND 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 AND 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 AND 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 AND 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 THE FINAL AUTHORITY ALL ITEMS OF THE PROJECT. 1.8.13 SERVICE BY THE 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 CALI BRA TING SENSORS FOR EXCESS FLOW. INSPECT AND 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 HYDROSCAPE PRODUCTS -STEVE MCCLEAN (619)560-1600. A glOWftRD ftSSOClftTf S T DATE, 1/24/03 LANDSCAPE APPROVED FOR DRAHN BY, JRJ/MMO ARCHITECTURE PLANTING JOB NUMBER, 02011.1 2835 Camino del Rio South AND IRRIGATION ONLY, Suite 210 FILE, San Diego, California 92108 INCLUDING PRECISE REVISIONS, (619)718-9660 FAX (619)718-9669 LOCATION Or-PLANTING RLA #2919 AREAS. I SaET I CITY OF CARLSBAD I SH2~s I PLANNING DEPARTMENT JRRIGATION SPECIFICATIONS FOR: Calavera Hills II Village w C.T. 00-02 A\) R0:3/~ /.Z-/0-0.J ASSISTANT PLANNING DIRECTOR DATE DWN BY:~ I PROJECT ND. I DRAWING NO. DATE INITIAL DATE IN!TIAL CHKD BY: XXXXXX REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 01-05 408-4L CMWO 051706 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: 1-1/2" 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, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION· NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND 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. 2.1.5AUTOMATIC CONTROL WIRE: .1 ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14 SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH CONTROLLER, COMMON WIRE SHALL BE WHITE NO. 14 SOLID, SINGLE CONDUCTOR WIRE, 4/64 INCH INSULATION, 4/64 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. 2.1.7120 VOLT WIRE TO CONTROLLER .1120 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 HYDROSCAPE 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 "DF" 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 ORA 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, 1/24/03 DRAV'IN BY, JRJ/MM0 JOB NLJMBER, 02011.1 FILE, REVISIONS, 2.1.13 QUICK COUPLER VALVES (NON-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 THREE (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. 2.1.16 MANUAL CONTROL VALVE: .1 MANUAL CONTROL VALVE 3/4" AND 1" SIZE SHALL BE MADE OF HEAVY DUTY BRASS WITH A WHEEL HANDLE AND RA TED TO 150 PSI. 2.1.17 ATMOSPHERIC VACUUM BREAKER: .1 ATMOSPHERIC VACUUM BREAKER 3/4" 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 1/2" 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 INSTALLAND 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 TO 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 5-1/2")-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 1/2 INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL. .5 REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS . . 6 BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, .7 BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS 1/2" 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, ASPHALTIC 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 2-1/2" PIPE AND LESS, 24" COVER FOR 3"-5-1/2" 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, AND OTHER SHARP-EDGED OBJECTS. .5 PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. .6 PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. .7 CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. .8 NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL 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. A 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 2-1/2 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 VALVE BOX: .1 INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE 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 NO 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 DETAILED 3.2.15 BACKFLOW PREVENTER: .1 BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. .2 EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE 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. £_ TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% ....... COMPACTION HAS BEEN ACHIEVED. g!OWftRD ftSSOClftTtS l----+---+------------------1-------i-------t---t-----1 I SHgEET I CITY OF CARLS BAD I SH2Eg; I PLANNING DEPARTMENT ":;;ti ~==='-'================'...==~ 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT " P.E. EXP. ____ _ REVIEWED BY: INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD M-10 STREET CENTERUNE IITTL MONUMENT CENTERUNE OF EL CAMINO REAL AT ENGINEER's STATION 454+92 PER R.S 1800-1 COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) 68.479 OAllJ!.I: NGW OF 1929 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IRRIGATION SPECIFICATIONS FOR, Calavera Hills II Village W C.T. 00-02 __,,,A\Jt..,,,,_u:z°__i_VE~?1__-,;,0""'---,,--------~/c-/0-0J ASSISTANT PLANNING DIRECTOR DATE DWN BY:~ PROJECT NO. DRAWING NO. ~~g ~~/xxxxx CT O 1-05 408-4L CMWD 121903 -----------------------------___ ,, ________________________________________________________ _ z 1: - (.) I m PREVAILIN6 IAIIND AXIS ©- 6" MIN. 'ls--------,,'[1111~ I ;1-' Ch :I= icill ~.:.;:;;~>itrrl ;,ECTION NOT TO SCALE z 1: 0 0 ® 0 TREE PLANTED PER DETAIL ST AKE BELOIAI CROIAIN OF TREE "IAIONDER TREE TIES" OR APPROVED EQUAL. SECURE IAIITH 16d 6ALVANIZED NAIL (S TOTAL) 2" DIAMETER X 10' LON6 LOD6EPOLE PINE STAKE (2 TOTAL) ROOTBALL NOTE, ALSO SEE TREE/SHRUB PLANTIN6 DETAIL PLANTING NOTES I. THE GONTRAGTOR SHALL PROTECT IN PLAGE ALL EXISTING PLANTER AREAS AND PLANT MATERIAL AS INDICATED ON THE PLANS OR AS SPECIFIED IN THE FIELD BY THE LANDSCAPE ARGHITEGT. 2. THE PLANTING PLAN IS DIAGRAMMATIC-. ALL PLANT LOCATIONS ARE APPROXIMATE. 3. APPLY A GONTAGT HERBICIDE, V'IHERE V'IEEDS ARE PRESENT, PER MANUFACTURER'S SPEGIFIGATIONS, A MINIMUM OF TEN DAYS PRIOR TO GOMMENGEMENT OF ANY PLANTING OR IRRIGATION V'IORK. V'IEEDS, INCLUDING THEIR ROOTS, SHALL BE ALLOV'IED TO GOMPLETEL Y DIE BAGK BEFORE PROCEEDING V'IITH V'IORK. 4. SOIL TESTING SHALL GOMPLY V'IITH SECTION IV. G. 3-2 OF THE GITY OF CARLSBAD LANDSCAPE MANUAL. 5. ALL AREAS V'IITH A GRADIENT OF 6, I OR LESS TO BE PLANTED SHALL BE GROSS-RIPPED TO A DEPTH OF SIX INGHES AND SHALL HAVE THE FOLLOV'IING AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN (QUANTITIES ARE PER 1,000 S.F.), A. 3 GUBIG YARDS NITROGEN FORTIFIED REDV'IOOD SHAVINGS B. 100 POUNDS AGRIGUL TURAL GYPSUM G. 15 POUNDS IRON SULFATE D. 25 POUNDS 16-6-8 SLOV'I RELEASE FERTILIZER PLEASE NOTE THAT THE AMENDHENTS HAY GHANGE, BASED ON THE SOIL ANALYSIS. 6. EAGH PLANT SHALL RECEIVE AGRIFORH PLANT TABLETS AS FOLLOV'IS, FLAT SIZE PLANT (I) 1 GRAH I GAL CONTAINER (I) 21 GRAH 5 GAL CONTAINER (3) 21 GRAH 15 GAL CONTAINER (5) 21 GRAH 1. BACKFILL SHALL COHPLY V'IITH SECTION IV. C. 3-2 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. B. PLANTS SHALL BE INSTALLED PER PLANTING DETAILS PROVIDED IN THESE PLANS. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GALLON PLANTS AND LARGER SHALL HAVE BEEN GROV'IN IN CONTAINERS FOR A HINIHUH OF 6 HONTHS AND MAXIMUM OF TV'IO YEARS. PLANTS SHALL EXHIBIT HEALTHY GROV'ITH AND BE FREE OF DISEASES AND PESTS. '1. STAKE ALL TREES PER DETAIL. REMOVE NURSERY STAKES AND TIES FROH ALL CONTAINER STOGK. MAINTAIN SIDE GROV'ITH ON ALL TREES. ( A ),__T_R_E_E_S_T_A_K_I_NG ____________ _ 10. PLANT ALL AREAS V'IITH GROUNDGOVER TO V'IITHIN 6" OF SHRUB OR TREE TRUNKS. II. PLACE PLANTS NO GLOSER THAN 48" TO SPRINKLER HEADS. 12. ALL GROUND COVERS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROV'ITH AND HEALTH FOR A PERIOD OF SIXTY DAYS FOLLOV'IING GOHPLETION OF THE HAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PROJECT BY THE OV'INER OR OV'INER'S REPRESENTATIVE. ALL SHRUBS SHALL BE GUARANTEED BY THE GONTRAGTOR AS TO GROV'ITH AND HEAL TH FOR A PERIOD OF SIXTY DAYS FOLLOV'IING COMPLETION OF THE MAINTENANCE PERIOD AND FINAL AGGEPTANGE OF THE PROJECT BY THE OV'INER OR OV'INER'S REPRESENTATIVE. ALL TREES SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROV'ITH AND HEALTH FOR A PERIOD OF TV'IELVE MONTHS FOLLOV'IING COMPLETION OF THE MAINTENANCE PERIOD AND FINAL AGGEPTANGE OF THE PROJECT BY THE OV'INER OR OV'INER'S REPRESENTATIVE. THE GONTRAGTOR, V'IITHIN 15 DAYS OF NOTIFICATION BY THE LANDSCAPE ARGHITECT OR OV'INER, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT HATERIALS V'IHICH FOR ANY REASON FAIL TO HEET THE REQUIREMENTS OF THE GUARANTEE. REPLAGEHENT SHALL BE HADE V'IITH PLANT HATERIALS AS INDICATED OR SPECIFIED ON THE ORIGINAL PLANS, AND ALL SUCH REPLAGEHENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE. 0 0 TREE OR SHRUB ROOTBALL Dl6 HOLE 2X IAIIDTH AND DEPTH OF ROOTBALL AND FILL J/'llTH IAIATER AND ALLOIAI TO PERCOLATE INTO SUBSOIL. FILL HOLE IAIITH 6" DEPTH NATIVE BACKFILL MATERIAL. TAMP AND MOUND SLl6HTLY. 13. GITY OF CARLSBAD APPROVED JUTE MESH OR APPROVED EQUAL SHALL BE APPLIED AGGORDING TO ® 0 SET ROOT BALL IN HOLE SO THAT ROOT CROIAIN IS I" ABOVE FINISH 6RADE. HANUFAGTURER'S SPECIFICATIONS V'IITH HYDROSEED V'IHEN PLANTING BETV'IEEN AUGUST 15 AND APRIL 15. HYDROSEEDING IS TO BE INSTALLED PRIOR TO INSTALLATION OF JUTE HESH. SECTLQt:l NOT TO SCALE NOTE, ALSO SEE TREE STAKIN6 DETAIL 0 0 REPLACE BACKFILL MATERIAL (PER SOILS REPORT) UP TO 2/S THE HEl6HT OF THE ROOT BALL, TAMPIN6 AND SETTLIN6 AROUND REMAININ6 1/S OF ROOT BALL. CREATE IRRl6ATION BASIN A MINIMUM OF 6" BEYOND SIDES OF ROOT BALL. IRRl6ATE FROM TOP TO SETTLE BACKFILL AND BERM, FILLIN6 BASIN. FINISH 6RADE FERTILIZER TABLETS PER SOILS REPORT 14. GOVER GROP HYDROSEED MIX PER HYDROSEED NOTES SHALL BE INSTALLED IF PLANTING OGGURS BETV'IEEN APRIL 16 AND AUGUST 14. 15. INSTALL A 3" LAYER OF ORGANIC-MULGH IN ALL NON-TURF PLANTING AREAS LESS STEEP THAN 3,1. SUBMIT A SAHPLE TO LANDSCAPE ARGHITEGT AND GITY INSPECTOR PRIOR TO ORDERING. 16. INSTALL A l'l" DEEP "BIO-BARRIER" ALONG PAVING PER DETAIL 'G', THIS SHEET, V'IHEREVER TREES ARE LOCATED V'IITHIN 5' OF PAVING. HYDROSEED I NG NOTES I. GENERAL SPECIFICATIONS ALL SLOPES INDICATED ON THESE PLANS TO BE PLANTED SHALL BE HYDROSEEDED V'IITH A GOVER GROF PER THE FOLLOV'IING NOTES. BOTANIC-AL NAME -COMMON NAME -RATE/AGRE HYDROSEED MIX #I PLANTAIN -NO GOMMON NAME -10 LB/AGRE (~),__T_R_E_E_/_S_HR_UB_P_L_A_N_T_I_NG ________ _ HYDROSEED HIX #2 -SEE TABLE #2, SHEET II II. HYDROSEEDING SUSPENSION OR SLURRY COMPOSITION A. SEED MIXTURE@ REQ. RATE PER AGRE. B. GONV'IEB OR EQUAL VIRGIN V'IOOD CELLULOSE FIBER MULGH -2000 POUNDS/AGRE. 2 5 4 3ll3T~ 1~111 TI:~fil: ~w 111rn11I r111 r§nlli, !JJJ\i""rrt'~°'Tre"TTe;\eni'!c---+ =Ill lll=lli 1811 9e:,11 SECTION -NOT TO SCALE 0 0 ® 0 ® ROOT BARRIER, I'!" DEEP "BIO-BARRIER" PAVED SURFACE FINISH GRADE ROOT BALL TREE TRUNK 2 . ·. I . . I .. I : . I . I NOTE, GITY INSPECTOR MUST APPROVE ROOT BARRIER MATERIAL PRIOR TO INSTALLATION. G. ECOLOGY CONTROL M-BINDER -150 POUNDS/AGRE IV. APPLICATION PROCEDURES AND EQUIPMENT A. EQUIPMENT. HYDRAULIC-EQUIPMENT USED FOR THE APPLICATION OF THE SEED AND SLURRY OF PREPARED FIBER HULGH SHALL BE OF THE "SUPER HYDROSEEDER" TYPE. THIS EaUIPHENT SHALL HAVE A BUILT-IN AGITATION SYSTEM AND OPERATING GAPAGITY SUFFICIENT TO AGITATE, SUSPEND AND HOHOGENEOUSLY HIX A SLURRY CONTAINING NOT LESS THAN 40# OF FIBER MULGH FOR EAGH 100 GALLONS OF Y'IATER. THE SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL BE EQUIPPED V'IITH A SET OF HYDRAULIC-SPRAY NOZZLES V'IHIGH V'IILL PROVIDE A CONTINUOUS NON-FLUCTUATING DISCHARGE. THE SLURRY TANK SHALL HAVE A MINIMUM GAPAGITY OF 1,500 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT, EITHER SELF-PROPELLED OR DRAV'IN BY A SEPARATE UNIT, V'IHIGH V'IILL PLAGE THE SLURRY TANK SPRAY NOZZLES V'IITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SEEDED. B. PREPARATION. THE SLURRY PREPARATION SHALL TAKE PLAGE AT THE SITE OF V'!C>RK AND SHALL BEGIN BY ADDING V'IATER TO THE TANK V'IHEN THE ENGINE IS AT HALF-THROTTLE. V'IHEN THE V'IATER LEVEL HAS REACHED THE HEIGHT OF THE AGITATOR SHAFT, GOOD REGIRC-ULATION SHALL BE ESTABLISHED AND, AT THIS TIME, THE SEED SHALL BE ADDED FOLLOV'IED BY THE FIBER MULGH. FIBER MULGH SHALL ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND V'IHEN THE TANK IS AT LEAST 0 ONE-THIRD (1/3) FILLED V'IITH V'IATER. I ROOT BAAAIER, I'!" DEEP THE ENGINE THROTTLE SHALL BE OPENED TO FULL SPEED V'IHEN THE TANK IS HALF-FILLED V'IITH V'IATER. ALL THE "610-BARRIER" 0 0 PAVED 51.JRFAGE TREE TRUNK FIBER MULGH SHALL BE ADDED BY THE TIME THE TANK IS TV'IO THIRDS (2/3) TO THREE FOURTHS (3/4) FULL. SPRAYING SHALL GOMMENGE IMMEDIATELY V'IHEN THE TANK IS FULL. G. APPLICATION. THE OPERATOR SHALL SPRAY THE AREA V'IITH A UNIFORM, VISIBLE GOAT BY USING THE GREEN GOLOR OF THE FIBER MULGH AS A GUIDE. THE SLURRY SHALL BE APPLIED IN A SV'IEEPING MOTION, IN AN ARGHED STREAM SO AS TO FALL LIKE RAIN, ALLOV'IING THE V'IOOD FIBERS TO BUILD ON EAGH OTHER. CONTINUE APPLICATION UNTIL A GOOD GOAT IS ACHIEVED AND THE MATERIAL IS SPREAD AT THE REQUIRED RATE PER AGRE. D. ALL BARE SPOTS SHALL BE RESEEDED V'IITH SAME HYDROSEED AND SUSPENSION COMPOSITION V'IITHIN THIRTY (30) © DAYS TO THE SATISFACTION OF THE OV'INER. C ROOT BARRI ER PLAN VIEJl'I -NOT TO SC.ALE • NO SEED SUBSTITUTIONS V'IILL BE ALLOV'IED V'IITHOUT PRIOR EXPRESS V'IRITTEN AUTHORIZATION OF THE LANDSCAPE --------------------------------------~ ARGHITEGT AND GITY INSPECTOR. ALL SEEDS ARE AVAILABLE THROUGH HYDRO PLANT (160)144-1360. 1JOWftRD ftSSOClftTf S APPROVED FOR PLANTING DATE, 1/24/03 DRAJAIN BY, JRJ/MMO JOB NUMBER, 02011.l FILE, T 2835 Camino del Rio South Suite 21 0 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 "AS-BUILT P.E. EXP ____ _ REVIEWED BY: " DATE BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: STANDARD M-10 STREET CENTERUNE M:LL MONUMENT CENTERLINE OF EL CAMINO REAL AT ENG/NEER's STA 7/0N 454+92 PER R.S 1800-1 COUNTY BENCH LEvELS (NO. COUNTY 'VERT. CONTROL DATA) DATE INITIAL AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS, INSPECTOR DATE ELEVATION: 68.479 OAT/JI.(: NCffJ OF 1929 ENGINEER OF WORK RLA #2919 SYMBOL ~ ( ~ \ "--.../ ~ ... LL • 0 ■ ~ [I [;ii ~ EEi X 0 6 EID E F N V IAI p @ Efj EB T B [++~+~I ~ [/fl ~ !~eeeel I::. _-, . · _. . I ~ ~ PLANT LEGEND BOTANICAL NAME COMMON NAME SIZE QTY. STREET TREES MAGNOLIA 6. 'MAJESTIC MAGNOLIA 24" BOX 31 BEAUTY' GINNAMONUM GAMPHORA CAMPHOR TREE 24"BOX 2 LIGUSTRUM LUGIDUM GLOSSY PRIVET 24"BOX 92 PLATANUS AGERIFOLIA LONDON PLANE 24"BOX 3 'BLOODGOOD' PODOGARPUS GRAGILIOR FERN PINE 24"BOX 24 TRISTA.NIA GONFERTA BRISBANE BOX 15 GAL. 12 24"BOX 10 TREES BAUHINIA VARIEGATA PURPLE ORCHID TREE 24"BOX 41 ERIOBOTRYA DEFLEXA BRONZE LOQUA T 24"BOX 5 EUGAL YPTUS NICHOLi I IAIILLOIAI LEAFED PEPPERMINT 24"BOX 5 OLEA EUROPAEA 'SIAIAN HILL' FRUITLESS OLIVE 24"BOX 5 PLAT ANUS RAGEMOSA CALIFORNIA SYCAMORE 15 GAL. 22 PRUNUS BLIERIANA FLOIAIERING PLUM 24"BOX 14 SHRUBS ALBELIA 'EDV'IARD GOUCHER' GLOSSY A.BELIA 5 GAL. 36 AGAPANTHUS AFRIGANUS LILY OF THE NILE (BLUE) I GAL. 229 BOUGAINVILLEA "00-LA-LA" SHRUB BOUGAINVILLEA 5 GAL. 108 GARPENTERIA C.ALIFORNIGA BUSH ANEMONE I GAL. 92 GEANOTHUS 'CONCHA' i"IILD LILAC I GAL. 88 PHORMIUM TENAX 'VARIE0ATUM' NEJA! ZEALAND FLAX 15 GAL. 59 PHOTINIA FRASER! CHINESE PHOTINIA 5 GAL. 211 PITTOSPORLIM 'VARIEGATA' VARIEGATED TOBIRA 5 GAL. 182 PITTOSPORUM 'IAIHEELERI' JAIHEELER'S Di"IARF I GAL. 111 PRUNUS ILIGIFOLIA HOLL YLEAF CHERRY I GAL. 81 RHAMNUS GALIFORNIGA GOFFEEBERRY I GAL. IOI 'EVE GASE' RHAPHIOLEPIS 'BALLERINA' INDIA HAIAITHORN 5 GAL. 9 RHAPHIOLEPIS 'JACK EVANS' INDIA HAIAITHORN 5 GAL. 420 TEGOMARIA GA.PENSIS GAPE HONEYSUCKLE 5 GAL. 33 VIBURNUM TINUS LAURUSTINUS 15 GAL. 15 VINES DISTIGTIS BUGGINATORIA BLOOD-RED TRUMPET VINE 15 GAL. 43 GROUND COVERS LOBULARIA MARITIMA SIAIEET AL YSSUM (SEE HYDROSEED NOTES) MYOPORUM PARVIFOLIUM PROSTRATE MYOPORUM FLATS@ 12" O.G. IVA HAYESIANA POVERTY IAIEED (60%) FLATS@ 12" O.G. ERIOPHYLLUM GONFERTIFORUM GOLDEN-Y ARROIAI (20%) SALVIA 'ALLEN CHICKERING' ALLEN CHICKERING SAGE (20%) GEANOTHUS 'HEARTS DELIGHT' i"IILD LILAC (10%) GAL @ 36" O.G. GEANOTHUS 'YANKEE POINT' JAIILD LILAC (80%) I GAL @ 36" O.G. MIMULUS PUNIGEUS RED MONKEYFLOIAIER (10%) I GAL @ 36" O.C.. UNDERPLANT IAIITH, IVA HAYESIANA POVERTY IAIEED (60%) FLATS@ 12" O.G. BAGGHARIS 'PIGEON POINT' DJAIARF COYOTE BRUSH (20%) FLATS@ 12" 0.G. MYOPORUM PARVIFOLIUM NO COMMON NAME (20%) FLATS@ 12" O.G. MYOPORUM PAGIFIGUM MYOPORUM I GAL @ 36" O.G. UNDERPLANT IAIITH, DELOSPERMA ALBA i"IHITE TRAILIING IC.EPLANT FLATS @ 12" O.G. MARA THON 111 DIAIARF FESGUE FROM SEED GAZANIA 'SUNRISE YELLOIAI' NO COMMON NAME FLATS@ 12" O.G. PELARGONIUM PEL TATUM DAYLIL Y -YELLOIAI FLATS@ 12" O.G. l s10 I CITY OF CARLSBAD ~ PLANNING DEPARTMENT . PLANTING LEGEND, NOTES & DETAILS FOR: Calavera Hills II Village w C.T. 00-02 A\) ,ovEy.. t i?~J /2-10-03 ASSISTANT PLANNING DIRECTOR DATE DWN BY: MM, I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: XXXXXX REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 01-05 408-4L CMWD 121903 ------------- ~SUG6 ' VILLAGE 'W' REVEGETA TION AREAS TABLE 1 -COASTAL SAGE SCRUB REVEGETA TION AREA TARGET COMPOSITION SCHEDULE BOTANICAL NAME COMMON NAME STATUS PERCENT (# OF CONTAINERS) /SEED MIX#2 ARTEMISIA CALIFORNICA COASTAL SAGEBRUSH DOMINANT 20% (104)/SEED BACCHARIS PILULARIS COYOTE BRUSH DOMINANT 15% (27)/SEED ERIOGONUM FASCICULATUM FLAT-TOP BUCKWHEAT DOMINANT 20% (104)/SEED SALVIA MELLIFERA BLACK SAGE DOMINANT 20% (104)/SEED TOTAL 75% ENCELIA CALIFORNICA COAST SUNFLOWER SUBDOMINANT SEED RHUS INTEGRIFOLIA LEMONADEBERRY SUBDOMINANT (13) MALOSMA LAURINA LAUREL SUMAC SUBDOMINANT (13) LOTUS SCOPARIUS DEERWEED SUBDOMINANT SEED MIMULUS AURANTIACUS STICKY MONKEYFLOWER SUBDOMINANT SEED TOTAL 17% ISOCOMA VENETA GOLDENBUSH OTHER SEED OPUNTIA LITTORALIS PRICKY PEAR OTHER (52) GNAPHALIUM BICOLOR EVERLASTING OTHER SEED NASELLA PULCHRA PURPLE NEEDLE GRASS OTHER SEED . MELICA IMPERFECTA COASTRANGE MELIC OTHER SEED TOTAL 8% (417) 1 GAL/AC TABLE 2 -SEED MIX #2 -COASTAL SAGE SCRUB %PUR/GERM LB/ACRE BOTANICAL NAME COMMON NAME 15/50 3 ARTEMISIA CALIFORNICA COASTAL SAGE 2/40 1.5 BACCHARIS PILULARIS CHAPARRAL BROOM 40/60 2 ENCELIA CALIFORNICA COASTAL SUNFLOWER 10/65 2 ERIOGONUM FASCICULATUM FLAT-TOP BUCKWHEAT 10/25 2 GNAPHALIUM BICOLOR EVERLASTING 20/40 1 ISOCOMA VENETA GOLDENBUSH 90/65 2 ISOMERIS ARBOREUS BLADDERPOD 90/60 1 LOTUS SCOPARIUS DEERWEED 90/60 1 MELICA IMPERFECTA COASTRANGE MELIC 5/70 1 MIMULUS AURANTICUS STICKY MONKEY FLOWER 70/60 1.5 NASELLA PULCHRA PURPLE NEEDLE GRASS 98/75 20 PLANT AGO INSULARIS PLANTAIN 85/50 1.5 SALVIA MELLIFERA BLACK SAGE 39.5 TOTAL POUNDS PER ACRE TABLE 3 -CONTAINER PLANTS -PER ACRE SYMBOL BOTANICAL NAME COMMON NAME SIZE % OF ACRE AREA/AC. SPACING COVER QUANTITY TO COVER TO COVER AT MATURITY PER ACRE A ARTEMISIA CALIFORNICA COASTAL SAGE 1 GAL 6% 2,614 S.F. 5'O.C. 25 S.F. 104 B BACCHARIS PILULARIS CHAPARRAL BROOM 1 GAL 5% 2,178 S.F. 8'O.C. 64 S.F. 27 G ERIOGONUM FASCICULATUM FLAT-TOP BUCKWHEAT 1 GAL 6% 2,614 S.F. 5'O.C. 25 S.F. 104 M MALOSMA LAURINA LAUREL SUMAC 1 GAL 3% 1,307 S.F. 10' O.C. 100 S.F. 13 u RHUS INTEGRIFOLIA LEMONADEBERRY 1 GAL S% 1,307 S.F. 10' O.C. 100 S.F. 13 s SALVIA MELLIFERA BLACK SAGE 1 GAL 6% 2,614 S.F. 5'O.C. 25S.F. 104 0 OPUNTIA LITTORALIS PRICKLY PEAR 1 GAL S% 1,307 S.F. 5'O.C. 25 S.F. 52 TOTALS (PER ACRE) 32% 13,941 S.F. 417 APPROVED FOR PLANTING A g!OWftRD ftSSOClftTf S "AS-BUILT " AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 1/24/03 DRAV'IN BY, JRJ/MM0 JOB NUMBER, 02011.1 FILE, REVISIONS, T 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 P.E. DATE REVIEWED BY: INSPECTOR DATE QUANTITY PER CELL 8 2 8 1 1 8 4 32 BENCHMARK: DESCRIPTION: STANDARD M-1O STREET CENTERLINE HfiL MONUMENT LOCATION: CENTERLINE OF £L CAMINO REAL AT ENC/NEER's STATION 454+92 PER R.S /800-1 RECORD FROM: COUNTY BENCH LEVELS {NO. COUNTY VERT. CONTROL DA TA) ELEVATION: 68.479 DA TVM: NCW OF 1929 58'-0" 0 0 0 0 0 0(0 0 0 CONTAINER PLANTS 0 PER PLANT LE6END 0 0 0 0 A Cl I <l.) 0 G) (0 0 IJ) 0 0 0 u 0 0 0 0 0 0 0 0 (~) Typical Container Stock Planting Grid Cell APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ CITY OF CARLSBAD I SH2Eg_ s I 1----t---+-------------------t----t------t----t------1 L___JJ_j PLANNING DEPARTMENT .;;,' l----t---+-------------------f----t------t----t-----1 PLANTING LEGEND AND NOTES FOR: Calavera Hills II Village W c.r. 00-02 A\!"0~E?-'1,.1 j I 2.-10-03 ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: I PROJECT NO. I DRAWING NO. ~:g ~~; xxxxxx ~ __ C_T_0_1_-_0_:5_~.L _4_0_'8_4_L~ CMWO 121903 051706 5 3AR ~:""'--'.~~~247.1 ~ ~ 216.5 "A S -BU ILT P.E. EXP. REVIEWED BY: INSPECTOR ,, (49'\ ~ 2224 I \ \ \ 112_0_~ 1 _ \ .· ·. V) I I · .. \ DATE DATE Fire Protection Zone A-2 .z ne 8-2 Fire Protection o .z ne 8-3 Fire Protection o LJ4'\ '\IP 216.0 ah ~ 216.5 122 GENERAL PLAN OPEN SPACE BENCHMARK : TRfFTCENTERllNE STANDARD 1,1 10 S DESCRIPTION: llfI.1. l,la,///1,/ENT El CANINO REAL LOCATION: AT ENGINEER CENTERllNE ~STATION -15~+92 .z ne A-1 Fire Protection o s -, "' 10"1~ * * DATE ~ "T~l{~ :-,.. "'1 "'" "~o~ :l'c-' OF C~\. \~ ' 1/24/0:3 DATE, JRJ/MM0 DRAY'IN BY, 02011.1 JOB NUMBER, F ILE, REVIS IONS, PER R.S 1800-1 T. COUNTY BEN, CH /BflS (Na COUNTY J,£71 . RECORD FROM: (XWTROl DATA) IO (F 1929 DATE INITIAL ELEVATION: 68.~79 DAll/N.· NG ENGINEER OF WO RK REVISION DESCRIPTION DATE l G LEGEND FOR PLANT~EE SHEET 10 AND NOTES, 40 120 r-= __ j~~;~"'.'."j I I ... ¢10WftRD ft)SOClftTf S T I SCALE KEY MAP ----------------.....____ --- €J) NORTH LANDSCAPE APPROVED FOR ARCHITECTURE PLANTING Ly A TION ON ' AND IRRIG PRECISE I Rio South 5 Camino de INCLUDINGF PLANTING 283 Suite 210. 92108 . California San o,(l~s)718-9660 FAX (619)718 9 6 69 LOCATION 0 RLA #2919 AREAS. ~ CARLSBAD CITYPLA~!G DEPARTMENT . I s12I PLANTING PLAN . FOR· Calavera Hills II Village W C.T. (J(}-()2 /2-/0-o:J ROV ,!. DATE ~ •' .L_ LA~NING DIRECTOR 0 . ASSISTANT p PROJECT NO. INITIAL DATE CHKD BY. INITIAL OTHER APPROVAL CITY I\PPROVAL OWN BY: ·-~XXX I CT 0 1 05 RVWD BY: I DRAWING N 408 4L CMWO 121903 051706 · e Protection ~ ZoneB-3-.,..,_ Fire Protection Zone B-2-~1-.,.~1 Fire Protection Zone B-1~.,__1 \ \ \ , I \ \ ) \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ See Calavera H ills II ----',-/ Arteria l Streetscape Plan for Planting in this Area \ \ \ \ 2f]fil QD DATE, 1/24/03 DRAl"IN BY, JR...1/MM0 JOB NUMBER, 02011.1 FILE, REVISIONS, ~ B / 259.0. < \ / v -7 / ~ / R 2536 ... ¢10WftRD ft)SOClftTtS ... 2835 Camino del Rio South Suite 210 Son Diego, Colifornio 92108 (619)718-9660 FAX (619)718-9669 RLA ,¥2919 ,,.............,,..........--,.,........, . ...-- p p p 7 @ _j 2538 . ............._,,.~ ® 251.8 A I "AS -BU ILT " P.E. EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE EID 2221 ~ QP 2220 uh \IW 226.0 ;--EID I L_ 220.6 r- 1 . I .'.::::::::=--1-U.~._I I 00 I . I 219.6 I L (89'\ ~ 2186 -SEE SHEET 14 BENCHMARK: I I I I DESCRIPTION: STANDARD Al-10 STREET CENTERfJNE I/ill AICWUAIENT LOCATION: CENTERI.JNE OF EI. CAAi/NO REAL AT ENGINEER's STA TICW "5-f+92 PER R.S f 800-f RECORD FRO~: COUNTY BENCH fE',flS (Na COUNTY ',fl?[ ccwma DATA) ELEVATION: 68.~79 DATUAI: NGW OF 1929 .- ~ @ R 222.7 ® 221.9 ~ R 221.0 d1\ ~ 2200 LlQJ ~ 219.0 Fire Protection Zone B-1 Fire Protection Zone B-2 Fire Protection Zone B-3 120 .O.A. N S, CE 40 I 122 GENERAL PLAN OPEN SPACE u--111-P~-Fire Protection ZoneA-1 •····· FOR PLAN TING LEGEN D AND NOTES , SEE SHEET 10 North 1" = 40' 40 80 I I Cl'IAPHICSCAI.E KEY MAP -----------............. 120 I . ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INC LU DING PRECISE LOCATION OF PLANTING AREAS . l----+--+-----------+--+----+--+----l I S1HE3ET I CITY OF CARLSBAD I SH2U.Ji I PLANNING DEPARTMENT ~ ::::==:::.::::=========:::::..:::===: PLANTING PLAN FOR, Calavera Hills II Village W C.[ (J(}-()2 ASSISTANT PLANNING DIRECTOR 1---c~+..,,.,~1-------------f---+---f---f----l DWN BY: DATE INITlAI. DATIE INITlAL DATE INITlAL CHKD BY: XXXXXX ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. CT 01-05 I DRAWING NO. 408-4L ~----~ CMWD __ -__ _ 121903 051706 I \ I See Calavera Hills II Arterial Streetscape Plans for Planting in this Area I , .. -,,. ·1, Ill tt]2li) t L 2457 DATE, 1/24/0:l DRA~N BY, JR.J/MMO JOB NUMBER, 02011.1 F ILE, REVISIONS, r L ... <f:10WflRD ft)SOClftTf S T - 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 Uo'\ Q:D 189.8 f-----J7-®---, !868 (94\ ~ Ufil ~ !87.0 ® 209.4 (26'\ ~ 2062 U4'\ ~ 201! • MATCH LINE -SEE SHEET 15 "AS-BUILT " P.E. EXP .. __ _ DATE REVIEWED BY: INSPECTOR DATE BENCHMARK : DESCRIPTION: LOCATION: STANDARD l.t-10 STR££T CENTERUNE ltlli. l.tCWUl.tENT CENTERUNE OF El CMIINO REAL AT ENGINEE(S STAlla-1 fM+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEITTS (NO. COUNTY ~T. CCWTRa DATA) ELEVATION: 68..f.79 DAT/JAi: NG.O OF 1929 Fire Protection ••• Fire Protection Zone 8-2 Fire Protection Zone 8-3 Outer Extent of Future Fire Protection Zone Fire Protection Zone A-1 Fire Protection Zone A-2 Fire Protection Zone A-3 COASTAL 5A6E SCRUB REVE6ETATION 5 1TE- NOTE: ON-SITE REVE6ETATION OF COASTAL 5A6E SCRUB 15 REGUIRED BY THE U.5. FISH AND J/IIILDL IFE SERVICE ON A TOTAL OF 0 .1 ACRE IN PLANNIN6 AREAS 'JIii'. PLANT COMPOSITION AND CONTAINER GUANTITIE5 ARE 5UB.JECT TO USFJ/115 APPROVAL. CARLSBAD IRRl6ATION AND EROSION CONTROL 5TANDARD5 SHALL APPLY. THE HATCH PATTERN SHOJ/IIN, AND THE C:>R ID CELLS, INDICATE THE AREA TO BE REVE6ETATED. EACH 6RID CELL REPRESENTS AN AREA se,• X se,• (1/1 9 OF AN ACRE), J/IIHICH SHALL BE PLANTED J/IIITH CONTAINER STOCK PER THE TYPICAL CONTAINER STOCK DETAIL ON SHEET 11. THE ENTIRE AREA TO BE REVE6ETA TED SHALL ALSO BE HYDROSEEDED J/IIITH HYDROSEED MIX '2 ' PER THE HYDROSEED LE6END ON SHEET 11 AND HYDR05EED NOTES ON SHEET 10. FOR PLANTING LEGEND AND NOTES, SEE SHEET 10 +11 North 111 = 40' ~SCALE KEY MAP APP ROVED FOR PLANTING AND IRR IGATION ONLY, INCLUDING PRECISE LOCATIO N OF PLANTING AREAS . ~ CITY OF CARLSBAD I SH~~s 1 f---+--+------------+--4---1-----1------l Ll±_J PLANNING DEPARTMENT LJ°:1 t----+--+-------------+----1----1----1-------l DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PLANTING PLAN FOR: OWN BY: >--OA_JE~_INIT_IAL--+-_o,TE_~I_NIT_IAL--< CHKD BY: XXXXXX OTHER APPROVAL CITY APPROVAL RVWD BY: Co/overo Hills II Vi/loge W PROJECT NO. CT 01-05 C.T. 00-02 I DRAWING NO. 408-4L CMWD __ -__ 1219 03 051706 See Calavera Hills II Arterial Streetscape Plan, C) 0 r r TT\ Q TT\ City of Carlsbad Drawing # 390-9P, for Planting in this Area \ \ \ \ db \K} 1823 12 HO. . 1-.-~ "AS-BUILT " P.E. EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE BENCHMARK: Fire Protection Zone A-1 Fire Protection Zone A-2 Fire Protection Zone A-3 Outer Extent of Future Fire Frotec.tion Zone C-OASTAL SAISE SC-RUB REVEISETATION SITE- NOTE , ON-SITE REYEISETATION OF C-OASTAL SAISE SC-RUB 15 REQUIRED BY THE U.S . FISH AND Y'ilLDLIFE SERVICE ON A TOTAL OF O .i ACRE IN PLANNINIS A REAS 'Yi '. PLANT COMPOSITION AND C-ONT AINER QUANTITIES ARE SUBJECT TO U5FY'i5 APPROVAL. CARLSBAD IRRIISATI ON AND EROSION CONTROL STANDARDS SHALL APPLY. THE HATCH PATTERN SHOY'iN, AND THE ISRID CELLS, INDICATE THE AREA TO BE REVEISETATED. EACH ISRID CELL REPRESENTS AN AREA 58' X 58' (1/1 9 OF AN ACRE), ffilCH SHALL BE PLANTED Y'ilTH CONTAINER STOCK PER THE TYPICAL C-ONTAINER STOCK DETAIL ON SHEET II . THE ENTIRE AREA TO BE REVEISETA TED SHALL ALSO BE HYDROSEEDED Y'ilTH HYDROSEED MIX '2 ' PER THE HYDROSEED LEISEND ON SHEET 11 AND HYDROSEED NOTES ON SHEET 10 . DATE, 1/24/09 DRAY'IN BY, JRJ/Mt-10 JOB NUIVIBER, 02011.1 FILE, REVISIONS, DESCRIPTION: STANDARD 11-10 STREET CENT£R/JN£ llfl1. Jl(MJJl£NT LOCATION: CENT£R/JN£ OF £l CAIi/NO REAL AT £NGIN££R's STATTCW -15#92 PER R.S /8()()-/ RECORD FROM: COUNTY BENCH LEm.s (Na COUNTY VER[ CONTRCK. DA TA) ELEVATION: 68.-179 DAT/JI/: NCW OF 1929 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION A giOWftRD ftSSOClftTf S T LANDSCAPE ARCHITECTURE FOR PLANTING LEGEND AND NOTES, SEE SHEET 10+11 North 1" = 40' 40 20 0 40 80 120 I ~------•1 -• 1r----1 ----- ClRAPHC SCALE KEY MAP ----------- APPROVED FOR PLANTING 2835 Camino del Rio South Suite 210 AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. San Diego, California 92108 (619)718-9660 FAX (619)71 8-9669 RLA #2919 PLANTING PLAN FOR: Colovero Hills II Village W C.[ OfHJ2 ASSISTANT PLANNING DIRECTOR DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: XXXXXX RVWD BY: PROJECT NO. CT 01-05 I DRAWING NO. . 408-4L CMWD __ -__ _ 121903 I I I I I _ _j ---L---- LOT 11 MEADOW DRIVE LOT 11 • ••• RECREATION AREA LOT 115 LOT 11 ,-------- 1 ' ------- LOT 109 ,---(1 5) 24" BOX MATGHED 5TDs. __ 1-"1 • • •• • • • • --· . -. I . -- • -~~~-·7 ~~·~·. ~ COLLEGE FOR PLANTING LEGEND AND NOTES, SEE SHEET 10 AND 11 10 I "AS-BUILT " P.E. EXP.___ DATE REVIEWED BY: INSPECTOR DATE l_ II I t------------/ ---------..__ -._ I ...::::... --.J LOT 113 -- LOT 114 -SEE SHEET .:.--.......... ,_ . .. .. . . . • 0 • r------------· __ :._7· I I I I : Volleyball Court : I I I I . L ______________ ~ . . ' . ·. BLVD. North BENCHMARK: DESCRIPTION: STANOARO M-10 STREET CENTERI.JNE HELL /,f(l(UMENT LOCATION: CENTERiJNE CF El CAMINO REAL AT ENCINEER's STA 17(1( 6f.+92 PER R.S 1800-1 0 ~-24" BOX MUL.:Tl-5TI:M .. : RECORD FROM: CO(JNTY BENCH l.flUS (Na CO(JNTY !£RT. DATE INrTIAl I I . . DATE, 1-"1 1-"1 1/24/0:3 DRAV.N BY, JR..J/MMO JOB NUMBER, 02011.1 F ILE , REVIS IONS, CfJVTRa. OA TA) ENGINEER OF WORK REVISION DESCRIPTION ELEVATION: 68.,f.79 OAllJM: NC',fJ CF 1929 I I I DATE "- " \ \ \ . . . . . -0 . . ... ¢10WftRD ft)SOClftTfS T LANDSCAPE ARCHITECTURE . . ---I KEY MAP APPROVED FOR PLANTING 2835 Camino del Rio South AND IRRIGATION ONLY, Suite 210 San Diego, California 92108 INCLUDING PRECISE (619)718-9660 FAX (619)718-9669 LOCATION OF PLANTING RLA #2919 AREAS. 1 srr1 CITY OF CARLSBAD ~ PLANNING DEPARTMENT ' PLANTING PLAN FOR: Calavera Hills II Village W C. T. otJ-02 ~~1j<O~E'?/4,.U /2-/0-o.:! ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. INmAL DATE INITIAL. CHKD BY: XXXXXX OTHER APPROVAL CITY APPROVAL RVWD BY: I CT 01-05 I DRAWING NO. 408-4L CMWD __ -__ _ 121903 051706 • LOT94 ----' ---I -----.. • .. . . .. . . RICH FIELD DRIVE RE C REATION AREA LOT 1 16 TOT LO I \ I LOT93 North 1" = 1 O' --- FOR PLAN TING LEG END -- ' --- AND NOTES , SEE SHEET 10 AND 11 "AS-BUILT P.E. EXP. REVIEWED BY: INSPECTOR " LOT 16 . . 10 I DATE DATE I I I . I I I I I I ' I. RECREATION AREA . . \ . ■ . . ■ . . . RECREATION AREA LOT 117 10 20 f----1--1------' GRAPHIC SCALE BENCHMARK: DESCRIPTION: STANDARD 1,1-/0 STREET CENlERI.INE ltW. Nav/JNENT LOCATION: CENlERI.INE CF El CAl,I/NO REAL AT ENCINEER's STATICXV -IM-+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH IDfl.S (Na COUNTY ffRT. cavma. DATA} ELEVATION: 68. ~79 DA Tl/I,/: NG,O CF 1929 5/12/04 HA OATE INITIAL ENGINEER OF WORK . . NEW SHEET --- ■ - RICH FIELD DRIVE DATE, North 1" = 1 O' 1/24/03 DRAl"IN BY, JRJ/MMO A giOWftRD ftSSOClftTf S T LANDSC APE ARCHIT ECTURE KEY MAP --------------- APPROVED FOR PLANTING JOB NUMBER, 02011.1 2835 Camino del Rio Soulh AND IRRIGATION ONLY, Suile 210 FILE, San Diego, California 92108 REVISIONS, {619)718-9660 INCLUDING PRECISE FAX {619)718-9669 LOCATION OF PLANTING RLA #2919 AREAS. -5·~-n' u,; CTu CITY OF CARLSBAD ISH~;1 7 PLANNING DEPARTMENT PLANTING PLAN FOR, Calavera Hills II Village W C. T. tXHJ2 Al 'IIROV.C:n 1 1 / •n '8-12-0/ ASSISTANT PLANNING DIRECTOR DATE DWN BY:Ji!!,ll I REVISION DESCRIPTION OATE INITIAL DATE INmAL PROJECT NO. I 408NG4L0 . CHKD BY: XXXXXX CT 01 OTHER APPROVAL CrTY APPROVAL RVWD BY: 05 CMWD ------ 081 704 051706 SECTION 02483 · LANDSCAPE FINISH GRADING AND PLANTING 1. GENERAL THE GENERAL AND SPECIAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION AS THOUGH WRITTEN HEREIN. 2. SCOPE OF WORK 2.1 FURNISH ALL LABOR MATERIALS, AND EQUIPMENT TO PROVIDE AND INSTALL SOIL PREPARATION, FINISH GRADING, AND PLANTING AS DESCRIBED HEREIN AND UPON THE PLANS. 2.2 THE CONTRACTOR SHALL ADEQUATELY PROTECT THE WORK, ADJACENT PROPERTY, AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY, AND LOSS DUE TO HIS ACTS OR NEGLECT. 2.3 WORK NOT INCLUDED: ROUGH GRADING AND DRAINAGE. 3. SAMPLES, TESTS, AND INSPECTIONS 3.1 THE SOURCE OF THE PLANT MATERIAL SHALL BE FURNISHED IF REQUESTED BY THE LANDSCAPE ARCHITECT. 3.2 ANY SAMPLING, TESTING, OR INSPECTION COSTS OF MATERIALS ARE TO BE BORNE BY THE CONTRACTOR, AND COPIES OF INSPECTION CERTIFICATES, REQUIRED BY LAW, SHALL BE FURNISHED TO THE OWNER WITHOUT CHARGE. 3.3 THE LANDSCAPE ARCHITECT MAY, AT THE OWNER'S REQUEST, VISIT NURSERIES AND TAG SPECIFIC TREES FOR INSTALLATION. 4. MATERIALS PLANTS: 4.1 NOMENCLATURE: SEE PLANT MATERIALS LABELED ON LANDSCAPE PLANTING PLAN. 4.2 CONDITIONS: PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEALTHY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS OR THEIR EGGS, EXCESSIVE ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS, AND SHALL HAVE 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 AND THE SUBSTITUTIONS ARE MADE AT NO ADDITIONAL COST TO THE OWNER. EXCEPT FOR THE VARIATIONS SO AUTHORIZED, ALL SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATE OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. 4.5 PLANT INSPECTION AND REJECTION: ROOT CONDITION OF PLANTS WILL BE DETERMINED BY THE LANDSCAPE ARCHITECT THROUGH THE REMOVAL OF EARTH FROM 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) 558-8333. 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. 5.3 TIES: 5.3.1 PER PLANTING DETAIL. 5.4 IMPORT SOIL OR TOPSOIL: 5.4.1 NATURAL FRIABLE SOIL POSSESSING THE SAME CHARACTERISTICS OF THE EXISTING SITE SOIL. PROVIDE SOIL FREE FROM SUBSOIL, BRUSH, OBJECTIONABLE WEEDS, ROCKS, ORGANIC OR INORGANIC DEBRIS, AND CLAY. THE SOIL SHALL BE FREE OF ANY TOXIC SUBSTANCES, ORGANIC OR INORGANIC, SOIL STERILANTS, SALTS; AND NO SOIL REMOVED FROM ROAD BED EXCAVATIONS. 5.4.2 THE CONTRACTOR SHALL FURNISH UPON THE REQUEST OF THE LANDSCAPE ARCHITECT A SOILS REPORT MADE FROM THE INTENDED IMPORT BY SOIL AND PLANT LABORATORY. SEE SECTION 5-A OF THESE SPECIFICATIONS. THE REPORT SHALL INCLUDE PH, N.P.K. SAR, ECE, BORON LEVELS, AND SOIL PARTICLE EVALUATION. ANY SOILS IMPORTED TO SITE AND FOUND TO BE UNSUITABLE BY THE LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE SITE AND REPLACED WITH AN APPROVED SOIL AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PAY ALL EXPENSES FOR SOIL TESTING OF IMPORT MATERIALS. 6. INSTALLATION 6.1 SCHEDULING: PLANTING SHALL NOT COMMENCE UNTIL COMPLETION OF ALL CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL AND SPRINKLER INSTALLATION. ALL CONTAINER STOCK SHALL BE SPOTTED ON-SITE BY THE CONTRACTOR PER PLANS PRIOR TO PLANTING. PLANT PITS SHALL NOT BE EXCAVATED UNTIL THE REVIEW OF PLANT LOCATIONS BY THE LANDSCAPE ARCHITECT. 6.2 SOIL PREPARATION: 6.2.1 IRRIGATE SITE NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE PER MANUFACTURER. REPEAT PROCESS IF REQUIRED BY LANDSCAPE ARCHITECT. 6.2.2 APPLY SOIL AMENDMENTS AS SPECIFIED, EVENLY AND AT THE SPECIFIED APPLICATION RATES. 6.2.3 ROTOTILL TOP 6" OF SOIL TO A LOOSE AND FRIABLE CONSISTENCY. 6.2.4 FINISH GRADE TO CONTOURS AND SPOT ELEVATIONS SHOWN ON PLANS. 6.2.5 AT TIME OF PLANTING, ALL AREAS TO BE PLANTED OR SEEDED SHALL BE FREE OF STONES, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER 1" IN DIAMETER OR LARGER AND SHALL BE FREE FROM ALL WIRE, PLASTER, OR SIMILAR OBJECTS THAT WOULD BE HINDRANCE TO PLANTING OR MAINTENANCE. 6.2.6 SLOPES STEEPER THAN 3:1 SHALL BE RAKED SMOOTH, BUT SHALL NOT RECEIVE SOIL AMENDMENTS (EXCEPT IN PLANT PITS, IF ANY); UNLESS SPECIFIED ON THE PLANS. 6.3 LANDSCAPE FINISH GRADING: 6.3.1 FINISH GRADING AFTER SOIL PREPARATION SHALL ESTABLISH FINAL FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. FLOWLINES AND GRADIENTS SHALL BE ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE OUTLET OR AN INLET STRUCTURE. 6.3.2 FINISH GRADE FOR ALL LAWN AREAS SHALL BE 1" BELOW SIDEWALKS AND CURBS, EXCEPT AT LOCATIONS THAT DRAINAGE WATER WILL FLOW ONTO OR ACROSS HARDSCAPE, CURBS OR PAVING. AT THESE CONDITIONS, THE GRADE SHALL BE FLUSH OR NOT MORE THAN 1/4" BELOW HARDSCAPING. FINISHED GRADES SHALL BE OF UNIFORM SLOPE AND GRADE BETWEEN POINTS OF FIXED ELEVATIONS OR ELEVATION CONTROLS, AND FROM SUCH POINTS ESTABLISH GRADES. 1..J'NDSC-4,o,, k" "°""" 4A DATE, 6.3.3 ALL FINISH GRADES SHALL BE FLOATED TO ASSURE A UNIFORM SURFACE WITHOUT IRREGULAR DIPS OR RIDGES. ALL TURF AREAS SHALL BE FLOATED WITH A MINIMUM 4' WIDE FLOAT AND GRADED AWAY FROM THE ESTABLISHED FLOWLINE. ROLL ALL PROPOSED TURF AREAS AND REFLOAT TO ELIMINATE DEPRESSIONS. 6.3.4 CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING ALL PLANTING AREAS TO FINISH GRADE AFTER SOIL PREPARATION WHICH SHALL BE 1" BELOW PAVING AND CURBS ORAS NOTED BY SPOT ELEVATIONS. SPECIAL ATTENTION SHALL BE GIVEN TO MAINTAINING CONTINUOUS AND EVEN FLOWLINES, AND DRAINAGE AWAY FROM STRUCTURES, TO DRAIN INLET OR OUTLETS. GRADES SHALL BE ESTABLISHED TO DRAIN ALL WATER AWAY FROM STRUCTURES BEHIND WALLS. WHEN DRAINAGE IS DIFFICULT TO ACHIEVE, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST A SOLUTION BEFORE CONTINUING. GRADE IN SHRUB AREAS SHALL BE ESTABLISHED PRIOR TO PLANTING TO ENSURE PROPER FINAL PLANTING HEIGHTS. 6.3.5 ALL FILL AREAS AND CONSTRUCTED BERMS OR MOUNDS SHALL BE COMPACTED IN EVEN LEVELS TO A MAXIMUM COMPACTION OF 80%. 6.4 SPACING: WHEN PLANT MATERIAL IS SPACED IN ROWS, THE TOTAL DIMENSION SHALL BE VERIFIED AND THE PLANTS EQUALLY SPACED WITHIN THE DESIGNATED AREA. WHEN PLANT MATERIAL IS SHOWN IN A LOOSE PATTERN, THE CONTRACTOR SHALL SPACE THE MATERIAL AS SHOWN ON PLANS OR AS DIRECTED BY LANDSCAPE ARCHITECT. GROUND COVER MATERIAL SHALL BE TRIANGULARLY SPACED PER DIMENSIONS INDICTED ON PLANS (WHERE APPLICABLE). 6.5 PLANT PITS: PLANT PITS SHALL BE DUG WITH LEVEL BOTTOMS WITH WIDTHS AND DEPTHS AS SHOWN IN DETAIL DRAWINGS. PITS FOR TREES SHALL BE DUG SQUARE. FILL PITS WITH WATER AND ALLOW TO DRAIN OUT. PLANT HOLES DUG BY AUGER METHOD WILL BE ACCEPTABLE, BUT SHALL HAVE SIDE WALL ROUGHENED OR SQUARED WITH A SHOVEL. SLICK PIT WALLS CAUSED BY AUGERING IN TOO WET SOIL WILL NOT BE ACCEPTED FOR PLANTING. 6.6 REMOVAL FROM PLASTIC CONTAINERS: ALL CONTAINER STOCK SHALL BE REMOVED FROM CONTAINER IN SUCH A WAY AS TO NOT DISTURB THE ROOT BALL. TAP CONTAINER AROUND ALL SIDES AND BOTTOM TO LOOSEN SOIL FROM CONTAINER. TURN CONTAINER UPSIDE DOWN AND CAREFULLY SLIDE OUT WITHOUT PULLING ON THE PLANT STEM OR TRUNK. ROOT BALL SHALL BE SUFFICIENTLY MOIST TO PREVENT DISTURBANCE OF ROOTS UPON REMOVAL OF THE CONTAINER. 6.7 HANDLING: NO PLANT MATERIAL SHALL BE PLANTED IF THE BALL IS BROKEN OR CRACKED EITHER BEFORE OR DURING THE PROCESS OF PLANTING. 6.8 SETTING: PLANTS SHALL BEAR SAME RELATION TO SOIL LEVEL WHEN PLANTED AS THEY DID WHEN IN CONTAINER. EACH PLANT SHALL BE PLACED IN CENTER OF PLANT PIT. NO PLANTING SHALL OCCUR DURING WEATHER CONDITIONS WHICH ADVERSELY AFFECT PLANT MATERIAL OR WHEN SOIL IS IN A MUDDY CONDITION. 6.9 PIT BACKFILL PROCEDURE: 6.9.1 PLACE AGRIFORM 21 GRAM PLANT TABLETS IN BOTTOM OF PLANT PITS, ADHERING TO THE PLANTING NOTES. 6.9.2 BACKFILL PIT WITH BACKFILL MIX HALF-WAY TO FINISH GRADE AND WATER THOROUGHLY. 6.9.3 BACKFILL TO FINISH GRADE. BACKFILL MIX SHALL BE TAMPED FIRM, AND A SHALLOW BASIN FORMED AT PERIMETER OF PLANT 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 SUFFICIENTLY DEEP TO COVER ALL ROOTS AND SPACED AS SPECIFIED ON LANDSCAPE PLAN. 6.11.2 GROUND COVER PLANTS (ROOTED CUTTINGS) SHALL HAVE BEEN GROWN IN FLATS AND SHALL REMAIN IN THOSE FLATS UNTIL TIME FOR TRANSPLANTING. AT TIME OF TRANSPLANTING, THE FLAT SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT THE SOIL DOES NOT FALL APART WHEN LIFTING PLANST FROM FLAT. EACH PLANT SHALL BE PLANTED WITH ITS PROPORTIONATE AMOUNT OF THE FLAT SOIL IN A MANNER THAT WILL ENSURE A MINIMUM OF DISTURBANCE TO THE ROOT SYSTEM. 6.11.3 ROOTED CUTTINGS SHALL NOT BE ALLOWED TO DRY OUT BEFORE OR WHILE BEING PLANTED. WILTED PLANTS SHALL NOT BE ACCEPTED. 6.11.4 AT TIME OF PLANTING ALL GROUND COVER PLANTS, THE EARTH AROUND EACH PLANT SHALL BE FIRMED SUFFICIENTLY TO FORCE OUT ALL AIR POCKETS. 6.11.5 EACH GROUND COVER PLANT SHALL BE PLANTED WITH A MINIMUM OF ONE 5 GRAM 20-15-5 PLANT TABLET ADJACENT TO ROOT ZONE. 6.12 MULCHING: WHEN PLANTING OPERATIONS ARE COMPLETE AND SHRUB AREAS HAVE BEEN RAKED AND DRESSED, MULCH ALL SHRUB AND TREE WATERING BASINS WITH A 1" LAYER OF GROUND FIR BARK (0 • 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. 6.17 OMIT 6.18 GUARANTEE: 6.18.1 ALL SHRUBS, GROUND COVERS, AND LAWN AREAS SHALL BE GUARANTEED AS TO GROWTH AND HEALTH OF A PERIOD OF NINETY DAYS AFTER FINAL ACCEPTANCE BY THE OWNER OR HIS REPRESENTATIVE; ALL TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. 6.18.2 PLANTS WHICH DIE OR LOSE MORE THAN 30% OF THEIR ORIGINAL LEAVES SHALL BE REPLACED UNDER THIS SECTION. 6.18.3 THE CONTRACTOR, WITHIN FOURTEEN DAYS OF WRITTEN NOTIFICATION BY OWNER, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. ALL PLANT MATERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. 1/24/0S ... 1!0WftRD ftSSOClftTtS T "AS-BUILT " /fa-•" ,Bi ·i"}'S-!::? ">;b -:=. 0 ----rn L.J . • "' 0 DRAY'lN BY, JRJ/MMO 2835 Camino del Rio South Suite 210 P.E. EXP _____ _ DATE °' Si"jA!pRI;_ -, * 1011'7rtJ~ * OATI' I.)'/' 1~!/04 '{'" -</;-, EXP. DAIE "..,;>.'-C -:::c-:--;co'<-'. OF CAI..I' JOB NUMBER, 02011.I FILE, REVISIONS, San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 REVIEWED BY: INSPECTOR DATE 6.19 ESTABLISHMENT PERIOD: 6.19.1 CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DURING THE PROGRESS OF THE WORK, THROUGH THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE OF THE WORK. 6.19.2 THE ENTIRE PROJECT SHALL BE MAINTAINED IN A SATISFACTORY CONDITION 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 HYDROSEED AREAS AS DETERMINED BY THE LANDSCAPE ARCHITECT. 6.19.3 ESTABLISHMENT WORK INCLUDES ALL MOWING, WATERING, WEEDING, RESEEDING, MULCHING, CULTIVATING, SPRAYING, AND TRIMMING NECESSARY TO BRING THE PLANTED AREAS TO A HEAL THY GROWING CONDITION, AND ANY ADDITIONAL WORK NEEDED TO KEEP THE AREAS NEAT, EDGED, AND ATTRACTIVE. 6.19.4 WATER GRASS UNTIL ACCEPTANCE OF WORK. THE AREAS SHALL BE KEPT MOIST, BUT NOT GLISTENING WET, UNTIL TIME FOR THE FIRST CUTTING OF GRASS. AFTER FIRST CUTTING, WATER LAWN TO MAINTAIN A THRIVING CONDITION. RESEEDED AREAS THAT DO NOT SHOW PROMPT GERMINATION SHALL BE AGAIN RESEEDED AT TEN DAY INTERVALS. THE CONTRACTOR SHALL MAINTAIN THE LAWN AREAS UNTIL AN EVEN, CLOSE STAND OF GRASS HAS BEEN OBTAINED AND FOR AT LEAST THIRTY DAYS. 6.19.5 DURING THE PLANT ESTABLISHMENT PERIOD, ALL PLANTS AND PLANTED AREAS SHALL BE KEPT WELL WEED-FREE AT ALL TIMES. WEEDS, DALLAS AND JOHNSON GRASS, AND BERMUDA GRASS SHALL BE REMOVED AND DISPOSED OF. PAY SPECIAL ATTENTION TO WATERING SLOPES PLANTED IN LAWN ON THE WINDWARD AND/OR SUNNY SIDE SO THAT LAWN WILL BE ADEQUATELY WATERED AT ALL TIMES. 6.19.6 THE LAWNS SHOULD BE EDGED WHENEVER NECESSARY. THE GRASS SHALL BE MOWED WITH SHARP AND ADJUSTED MOWERS BEFORE IT EXCEEDS 2" IN HEIGHT. THE GRASS WILL BE CUT TO NOT LESS THAN 1", AND DURING THE PERIOD OF MAINTENANCE, THE GRASS WILL NOT BE ALLOWED TO EXCEED 2" IN HEIGHT. 6.19.7 IMMEDIATELY AFTER THE FIRST CUTTING OF GRASS, WHEREVER A LAWN AREAS IS BOUNDED BY TREES OR SHRUBS, THE EDGE OF THE GRASS SHALL BE TRIMMED TO A NEAT AND UNIFORM LINE AT A DISTANCE OF APPROXIMATELY 2' FROM THE TREES OR SHRUBS. WHERE MOW CURB EXISTS, TRIM TO MOW CURB. WHERE TREES OR SHRUBS OCCUR IN GRASS AREAS, THE GRASS SHALL BE TURNED UNDER AND NEATLY EDGED 18" AWAY FROM THE PLANTS. THE LAWN EDGES SHALL BE MAINTAINED A NEAT CONDITION UNTIL ACCEPTANCE OF THE WORK. 6.19.8 WORKMEN SHALL NOT BE ALLOWED TO WORK ON GRASS AREAS UNNECESSARILY BEFORE, DURING, AND AFTER SEEDING OPERATIONS. GRASS AREAS THAT HAVE BEEN DAMAGED OR COMPACTED SHALL BE RECULTIVATED AND RESEEDED AT THE CONTRACTOR'S EXPENSE. 6.19.9 ANY DAY THE CONTRACTOR FAILS TO ADEQUATELY WATER, REPLACE UNSUITABLE PLANTS, WEEDS, AND OTHER WORK DETERMINED TO BE NECESSARY BY THE OWNER, WILL NOT BE CREDITED AS PART OF THE ESTABLISHMENT PERIOD. 6.19.10 DURING THE ESTABLISHMENT PERIOD, ANY PLANT INDICATING WEAKNESS OR PROBABILITY OF DYING, SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. 6.19.11 ALL BASINS AROUND SHRUBS AND TREES SHALL BE MAINTAINED AT A FOUR INCH DEPTH THROUGHOUT ESTABLISHMENT PERIOD, UNLESS OTHERWISE INSTRUCTED BY THE OWNER OR HIS REPRESENTATIVE. 6.19.12 TREE STAKES WHICH FOR ANY REASON ARE DAMAGED OR RENDERED INADEQUATE FOR SUPPORT SHALL BE REPAIRED AND RESTORED TO THEIR ORIGINAL CONDITION. 6.19.13 CONSTANT DILIGENCE SHALL BE MAINTAINED TO DETECT THE PRESENCE OF DISEASE, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. 6:19.14 ALL SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES. TALL OR SCRAGGLY BRANCHES SHALL BE TINNED OUT WHERE NECESSARY. IN NO CASE SHALL TREES OR SHRUBS BE TRIMMED BY HEADING OR SHEARING. ANY PLANTS SEVERELY PRUNED IN THIS MANNER SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. 6.19.15 ON THE 45TH DAY OF THE ESTABLISHMENT PERIOD, ALL LAWN AREAS SHALL RECEIVE TOP DRESSING OF 6 POUNDS OF 16·6·8 COMMERCIAL FERTILIZER PER 1,000 SQ. FT. 6.19.16 ON THE 80TH DAY OF THE ESTABLISHMENT PERIOD, ALL LAWN AND GROUND COVER AREAS SHALL RECEIVE TOP DRESSING OF 6 POUNDS OF 16-6-8 COMMERCIAL FERTILIZER PER 1,000 SQ. FT. 6.19.17 AT COMPLETION OF ESTABLISHMENT PERIOD, ALL AREAS INCLUDED IN THE CONTRACT SHALL BE SUBSTANTIALLY CLEAN AND FREE OF DEBRIS AND WEEDS. ALL PLANT MATERIALS SHALL BE LIVE, HEALTHY AND FREE OF INFESTATIONS. 6.19.18 ANY EROSION OR SLIPPAGE OF SOIL CAUSED BY WATERING SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. 6.19.19 ALL WALKS, CURBS, AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MUD, DUST, AND STANDING WATER BY SWEEPING, MOPPING, OR HOSING DOWN AS REQUIRED TO MAINTAIN CLEANLINESS THROUGHOUT. 6.20 WRITTEN NOTICE: AT THE END OF SPECIFIED ESTABLISHMENT PERIOD, THE CONTRACTOR SHALL REQUEST FINAL INSPECTION BY LANDSCAPE ARCHITECT FOR FINAL ACCEPTANCE. ALL ITEMS OF MAINTENANCE ESTABLISHMENT PERIOD AND SPECIFICATIONS ARE SUBJECT TO FINAL APPROVAL BY THE OWNER. AFTER FINAL ACCEPTANCE IS GRANTED, CONTRACTOR SHALL PRESENT WRITTEN NOTICE TO THE OWNER THAT HE HAS COMPLETED THE REQUIRED MAINTENANCE, AND THAT ANY FURTHER MAINTENANCE WILL BE THE RESPONSIBILITY OF THE OWNER. END OF SECTION SECTION 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 WITH A GROUND COVER KNOWN FROM A MINIMUM SIZE OF ONE HUNDRED (100%_ PERCENT OF THE AREA SHALL BE PLANTED TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE W ITHIN ONE YEAR). C. STANDARD #3 · LOW SHRUBS 2-314 INCH LINERS) SHALL COVER LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 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 MINIM AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED SQUARE FEET UM OF 1 GALLON CONTAINERS) E.3-1.2 AREAS OF APPLICATION (PLANTING) E.3-1.2.1 SLOPES--6:1 OR STEEPER AND: BENCHMARK: DESCRIPTION: STANDARD Al-10 STREET CENTERLINE M:LL MONUMENT LOCATION: CENTERLINE OF EL CAAi/NO REAL AT ENC/NEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LflELS (NO. COUNTY lfRT. DATE INITIAL 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 HORIZONTALLY 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 THE 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 UNDERSTORY PLANT MATERIAL OR 6', WHICHEVER IS HIGHER. DEAD AND EXCESSIVELY 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 EXCESSIVELY 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 ERIOGONUM FASCICULATUM · BUCKWHEAT SALVIA SPECIES· SAGE REFER TO SHEET 18 FOR APPENDIX F.2-1 "CONDITION A" DETAIL, F.2·2 "CONDITION B" DETAIL, AND F.2.3 "MODIFIED SLOPES". DOMESTICS ACACIA SPECIES · ACACIA CEDRUS SPECIES· CEDAR CUPRESSUS SPECIES· CYPRESS DODONAEA VISCOSA · HOPSEED BUSH EUCALYPTUS SPECIES· EUCALYPTUS JUNIPERUS SPECIES· JUNIPER PENNISETUM · FOUNTAIN GRASS PINUS SPECIES· PINE MODERATE HAZARD SPECIES HETEROMELESE ARBUTIFOLIA · TOYON MALOSMA LAURI NA· LAUREL SUMAC APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE QUERCUS DUMOSA · SCRUB OAK LOCATION OF PLANTING RHUS INTEGRIFOLIA · LEMONADE BERRY AYLOCOCUCUS Bl-COLOR· MISSION MANZANITA AREAS. CT[] CITY OF CARLSBAD ~ 8 PLANNING DEPARTMENT . PLAN IING SPECIFICATIONS FOR: Calavera Hills II Village w C.T. 00-02 Atl 'ROVE~.1,1 lc:'-lo-aJ ASSISTANT PLANNING DIRECTOR DATE DWN BY:JJfili DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. CONTROL DA TA) I I REVISION DESCRIPTION CHKD BY: XXXXXX CT 01-05 408-4L ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: ELEVATION: 68.479 DATVAI: NCW OF 1929 CMWO 121903 , ' 051706 SECTION A-1 A-2 A-3 NATIVE 20' 20' 20' (UNDISTURBED> irri atlon YES YES YES NO plantin • FIRE RETARDANT • WW FUEL • lDWFUEL N /A . • NO TREES OR SHRUBS · NATUflALIZING NATURALIZING • NO TREES • TREES NO CLOSER THAN 20' APART .. ·• ·• • 20' CLEAR CONDITION A" -MANUFACTURED SLOPES fire sections APPENDIX F.2-1 "CONDITION A" -MANUFACTURED SLOPES "AS-BUILT " P.E. EXP ___ _ DATE REVIEWED BY: INSPECTOR DATE SECTION B-1 20' YES • FIRE RETARDANT • NO TREES OR SHRUBS • REMOIIAL OF HIGH FUEL SPECIES B-2 20' YES, TEMPORARY • WW FUEL SPECIES • SELECTIVE PRUNING OF 60'11, OF THE MODERATE FUEL SPECIES VOLUME • 100% REMOVAL OF HIGH FUEL SPECIES B-3 NATIVE 20' (UNDISTURBED) NO NONE N/A -----+---~~--- • SELECTIVE PRUNING OF 40% OF THE MODERATE FUEL SPECIES VOLUME • 100% REMOVAL OF HIGH FUEL SPECIES "CONDITION B" -NATIVE SLOPES fire sections • CLEARANCE 3X HEIGHT OF UNDER STORY APPENDIX F.2-2 "CONDITION B" -NATIVE SLOPES BENCHMARK: DESCRIPTION: STANDARD M-10 SlREET CENTERUNE 11W. MCWUMENT LOCATION: CENTERUNE <T B. CANINO REAL AT ENCINEEl?'S STA llCW -151+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lE',fLS (Na CO(JNTY VERT. CCWTRa. DATA) ELEVATION : 68.~79 DATUM: NGlfJ <T 1929 DATE, 1/24/0S DRAll',N BY, JR.J/Mt--10 JOB NUMBER, c:::>20'1 1.1 F ILE, REVl5 10N5, OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OATE .A. ¢10WftRD fl~SOClflltS ... LANDSCAPE ARCHITECTURE APPROVED FOR PLANTING 2835 Camino del Rio South AND IRRIGATION ONLY, Suite 210 San Diego, California 92108 INCLUD ING PREC ISE (619)718-9660 FAX (619)718-9669 LOCATION OF PLANTING RLA #2919 AREAS. u[] CITY OF CARLSBAD ~ 9 PLANNING DEPARTMENT . PLAN TING SPECIFICATIONS FOR, Calavera Hills II Village W C.T. (J()-(}2 A~,R~~~ 12-b-03 ASSISTANT PLANNING DIRECTOR DATE OWN BY: "JI!.!! PROJECT NO. INITIAL OATE INITIAL CHKD BY: XXXXXX OTHER APPROVAL CITY ..6PPROVAL RVWD BY: I CT 01-05 I DRAWING NO. 408-4L CMWD __ -__ _ 121903 05170 6 GENERAL CONSTRUCTION NOTES I. ALL EXISTING DIMENSIONS AND LOCATIONS OF EXISTING OBJECTS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEMENTS PRIOR TO BID. 2. ALL CONSTRUCTION SHALL CONFORM TO MINIMUM SPECIFICATIONS AND REQUIREMENTS OF REGIONAL, LOCAL AND STATE GOVERNMENTAL AGENCIES. 3. OY'<NER SHALL APPROVE ALL MATERIALS PRIOR TO ORDERING. SUBMIT FINISH SAMPLES OF FLATY'lORK FOR OY'lNER APPROVAL PRIOR TO ORDERING. 4. PERMITS FOR ANY CONSTRUCTION DEPICTED IN THESE PLANS SHALL BE OBTAINED BY THE CONTRACTOR. 5. CONTRACTOR SHALL SHIELD EXISTING Y'<ORK Y'<ITH VISQUEEN TO PREVENT SPLATTERING OF CONCRETE OR MORTAR. 6. ALL PAVING SHALL SURFACE DRAIN AT MINIMUM 1% AY'lAY FROM Y'lALLS AND STRUCTURES TOY'<ARD SY'<ALES. ALL PLANTED AREAS SHALL DRAIN AT MIN. 2% TOY'<ARD SY'<ALES. SEE CIVIL ENGINEERING DRAINAGE PLAN FOR ALL GRADING. 1. ALL Y'<RITTEN DIMENSIONS ON PLANS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 8. IN GASE OF DISCREPANCIES BETY'lEEN Y'lRITTEN SPECIFICATIONS AND GRAPHIC INFORMATION OR OTHER INFORMATION, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR CLARIFICATION CONCRETE NOTES I. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2,500 PSI. CEMENT SHALL BE TYPE I. FINISH MEDIUM BROOM FINISH AND COLOR SHALL BE 'NATURAL GREY' UNLESS OTHERY'llSE NOTED. PROVIDE 12" SQUARE SAMPLE POUR FOR APPROVAL PRIOR TO INSTALLATION. 2. REINFORCING SHALL GOMPL Y Y'<ITH ASTM A6I5, GRADE 40. METAL FENCING NOTES I. ALL METAL FENCING SHALL BE SEAMLESS STEEL TUBING, GRADE B, CONFORMING TO ASTM A50l-8I. 2. LANDSCAPE CONTRACTOR SHALL SECURE ALL FIELD MEASUREMENTS REQUIRED FOR PROPER AND ADEQUATE FABRICATION AND INSTALLATION OF FENCING. 3. METAL FENCING AND GATES SHALL BE FABRICATED AND ASSEMBLED IN THE SHOP TO THE GREATEST EXTENT POSSIBLE. 4. ALL Y'<ELDS AND OTHER CONNECTIONS EXPOSED IN THE FINISHED Y'<ORK SHALL BE GROUND AND DRESSED SMOOTH AND SO THAT THE SHAPE AND PROFILE OF THE ITEM Y'<ELDED IS PRESERVED. 5. ALL SURFACES SHALL BE PRIME COATED Y'<ITH SYNTHETIC, RUST-INHIBITING PRIMER. FINAL FINISH SHALL BE ELEGTROSTATIGALLY APPLIED OF TY'<O (2) GOATS OF LUSTERLESS ALKYD ENAMEL THE COLOR SHALL BE SELECTED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 6. ALL GATES SHALL BE SELF-CLOSING Y'<ITH STEEL STOPS. MASONRY NOTES I. ALL STUCCO Y'lALLS SHALL BE Y'lATER SEALED Y'<ITHIN 30 DAYS OF STUCCO COLOR. ALL STUCCO SHALL MATCH ARCHITECTURE IN FINISH, EXCEPT AS NOTED. LANDSCAPE DRAINAGE NOTES I. ALL LOCAL, MUNICIPAL AND STATE CODES, LAY'lS, RULES AND REGULATIONS PERTAINING TO ANY PORTION OF THIS Y'<ORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE PLANS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE GONTRAG TOR. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE Y'<ORK HEREIN PRIOR TO BEGINNING Y'<ORK. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND PROTECT IN PLACE ALL EXISTING UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION. ANY UTILITIES DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 4. PROVIDE EARTHEN BERMS AT THE TOPS OF ANY PROPOSED OR EXISTING SLOPES GREATER THAN 6,1 GRADIENT, SUFFICIENT TO DIRECT SURFACE FLOY'< OF Y'lATER AY'lAY FROM SLOPES. 5. BURY ALL DRAIN LINE Y'<ITH A MINIMUM OF 12" GOVER. 6. ALL DRAIN LINE SHALL HAVE A POSITIVE FLOY'< Y'<ITH A MINIMUM GRADIENT OF 1%. 1. ALL DRAIN PIPE SHALL BE 4" RIGID PVC. FLEXIBLE PIPE SHALL NOT BE ALLOY'lED. 8. GRADE ALL LANDSCAPED AREAS TO DRAIN AT 2% MINIMUM GRADE TOY'<ARD AREA DRAINS, SY'lALES OR CURBS. "1. GRADE POOL DECK TO DRAIN AT A 1% MINIMUM GRADE TOY'lARD AREA DRAINS "AS-BUILT " BENCHMARK: DESCRIPTION: STANDARD M-10 STREIT CENTERLINE lf,El.L MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL P.E. EXP. ___ _ DATE AT ENC!NEIR's STA T!ON 454+92 PER R.S 1800-1 REVIEWED BY: RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY '£RT. CONTROi. DA TA) INSPECTOR DATE ELEVATION: 68.479 DA TUM: NGVTJ OF I 929 DATE INITIAL ENGINEER OF WORK SYMBOL 0 0 ® 0 ® 0 G) ® 0 @) ® @ ® e @ @ @ @ @ @ ----------------------------~ C-ONSTRUC-TION LE6END DESCRIPTION CONCRETE l"tALK -NATURAL <SREY Y'llTH MEDIUM BROOM FINISH ® CONCRETE BANDIN6 -NATURAL <SREY COLOR, MEDIUM BROOM FINISH Y'llTH 12" Y'llDE SHINER BAND CONCRETE STEPS Y'llTH HANDRAIL ~ 5' HEl6HT TUBULAR STEEL FENCE ® 3' Y'llDE TUBULAR STEEL <SATE ® TURF VOLLEYBALL COURT STEEL VOLLEYBALL POST LOCATIONS PICNIC TABLE -TIM6ERFORM '6REENY'lAY' MODEL 2164-6 AVAILABLE @ PACIFIC SITE COMPLEMENTS ('14'1) 4'!6-B051 SIDEl"tALK PER EN6INEERIN6 PLANS PERIMETER l"tALL PER l"tALL AND FENCIN6 PLANS 'SPECTRA POUR' RUBBERIZED PLAY SURFACE AVAILABLE THROU6H MIRACLE PLAY6ROUND SALES (BOO) 264-1225 XI03 12" Y'llDE CONCRETE ED.SE ® PLAY EQUIPMENT -'LANDSCAPE STRUCTURES' CUSTOM STRUCTURE MODEL# TO BE DETERMINED. AVAILABLE THROU6H COAST RECREATION ('14'1) 553-8065 BENCH -TIMBERFORM '6REENY'lAY' MODEL 2I40-6-E AVAILABLE@ PACIFIC SITE COMPLEMENTS ('14'1) 4'16-8051 CONCRETE MOY'l STRIP ® REDY'lOOD HEADER ED.SE ® 2" BARK MULCH Y'lOOD OVERHEAD ® SUNDIAL TURF BOCCE BALL COURT SYMBOL LEGEND SYMBOL DESCRIPTION (n) ALIGN ALIGN R RADIUS 't:. GENTER LINE: EJ l:XPANSION JOINT TYP TYPICAL O.C.. ON GENTER MAX MAXIMUM MIN MINIMUM ... ~OWftRD flSSOClflTf S T LANDSCAPE ARCHITECTURE APPROVED FOR PLANTING DATE, 1/24/03 DRAhN BY, JRJ/MMO JOB NUMBER, 02011.1 FILE, REVISIONS, 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. SHEETS 2~ CONSTRUCTION AND DRAINAGE NOTES FOR: Calavera Hills II Village W C.T. 00-02 ~A~OO.)'R':f',OV~?'ZL...!,~~------/Z-/O-QJ ASSISTANT PLANNING DIRECTOR DATE REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: Jil!i!l I PROJECT NO. I DRAWING NO. ~~g ~~; xxxxxx CT O 1-05 408-4L ~-------,~---~ CMWD iZl903 051706 I I I I IL ____ .J ---- LOT 11 MEADOW DRIVE LOT 11 LOT 11 ,--------7 I I '----------< I LOT 109 I I I I I I _______ _J I O f------ " R IO ' " '\ ~ i I I I I I I I I I I '\ r--- \. -----TYP / r--_, A-' 5 p Q.B . -----------/ CD R5' ----------1 ----- - (.) ----------- I d) 501-0 11 RECREATION AREA LOT 115 DATE, 1/24/03 DRAl"<N BY, JRJ/MHO JOB NUMBER, 02011.1 FILE , REVl5 10N5, I e---l--+-t--t-t--t----{ 8 I ----' ------------- 4 ' \2 '-0" b0'-0" COLL EGE L IGHTING LEGEND SYMBOL DESCR IPTION -+-POST LIGHT NOTE, ALL L IGHTS TO BE SELECTED BY LANDSCAPE A RCHITECT A <tlOWftRD ft)SOClflltS T 2835 Camino del Rio South Suite 210 Son Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT " P.E. EXP. __ _ REVIEWED BY: INSPECTOR 36'-0" DATE DATE \_ ------------ R2l'-O" r--- 1 I I I I I L __ ------------ (.) I rn (.) I Ill "<I" -- ? R l~'-0" (.) I I 'IQ I (.) 12 '-0 " 13 '-0 " BLVD. North ClRAPHC SCALE BENCHMARK : DESCRIPTON: STANDARD M-10 STREET CENTERtJNE IIEl.L. MCWUMENT LOCATION: CENTERUNE rT £1. CAMINO REAL AT ENCINEFR's STA TTCW ~+92 PER R.S 18()()-1 RECORD FROM: COiJNTY BENCH lElfl.S (Na COiJNTY '£RT. CCWTRa. OATA) ELEVATION: 68.-179 OATIJM: NGrfJ rT 1929 " t.------------/ --.............. I ~~ ---........ I ...::::._ ...J - LOT 114 I I I R lb '-0" 12 '-0" 4 >---< @--+~ 1------1-+-4 ' / R1 O " -+-() I 0----t--1:="-:-9N=rt=n=~~-' \2:) /ttt++tt-+----W>LN --- CD 4 DATE INITIAL R2 1'-0" 1 1-011 I /> I 'o} I / FOR CONSTRUCTION LEGEND AND NOTES, SEE SHEET 20 DATE INITIAL DATE - (.) I (.) rn () I -rn INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I I J.-------, ~ KEY MAP ------------ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. Lill CITY OF CARLSBAD LliJ 1 PLANNING DEPARTMENT - CONSTRUCTION AND LIGHTING PLAN FDR: Calavera Hills II Village W C.T. oo-G2 ~I RQ\JnT\ ..,....-~ ~' ·7 ' /2-A::J-o:s ASSISTANT PLANNING DIRECTOR DATE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: XXXXXX CT 01-05 RVWD BY: 408 -4L CMWD __ -__ 121903 051706 ---- LOT95 ® --- 0 /') R3 5 '-0 " --- I, I, 1 1 " RICH FIELD DRIVE RECREATION AREA LOT 116 (J\ I I I @1 'J.8 Z 2 1'-0" 22'-0 i:JJ () I d) rn I \ TW 2138 BW 206.8 TF 206.3 ~- ---------------- P .O .B. ---- North 1" = 1 O' LOT16 ---- HAND I GAPPED A CCESSIBLE P ICNIC TABLE -'° I -'° I tr N () I 1 '--------1 I ' I I () I - '° I rn \ I --...__ ' ' ' ' ' ' ',,,,, r-----® TRASH REGEPT AGL E J ' ' ' SECUR ITY LI GHTING ' ' ' " \ 18 ---rn -'k------1---~t-'o ~ ------ 5 1-01 26'-6" l~'-0" ' ' ' ' ' ' ' --- __,-_:::::- ' - ' " -- " \ I / / \ \ I I RICH FIELD DRIVE RECREATION AREA LOT 117 "AS-BUILT " BENCHMARK: P.E. EXP ___ _ DATE REVIEWED BY: INSPECTOR DATE DESCRIPTION: STANOARO Al-10 Sll/EET CENTfJIJ.JNE IIEl.1 Ala-i/JAIEN T LOCATION: CENTERUNE /'F R CAAi/NO REAL AT ENGfNEER's STAllat -IM+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH /.£1£LS (Na CO/JNTY 'tfRT. CCWTRa. OATA} ELEVATION: 68.-179 OATVAI: NG',O /'F 1929 5/12/04 HA NEW SHEET DATE INITIAL ENGINEER OF WORK North 1" = 1 O' DATE, 1/24/03 DRAV'IN ElY, .JR.J/MMO JOEl NUMElER, 02011.1 F ILE, REVIS IONS , REVISION DESCRIPTION DATE NOTES, I. HANDICAPPED ACCESSIBLE P ICNIC TABLE SHA LL BE T IMBERFOR M 'P A R KV'lAY' MODEL NO. 2056. 2. TR ASH RECEPTACLE SHALL BE T IMBER FOR M 'GREENV'lAY' MODEL NO. 2 148-DT. LIGHTI NG LEGEND SYMBOL D ESCR IP TION + POST LIGHT NOTE , A LL LIGHTS TO BE SELEG TED BY LANDSCAPE A R CHITECT FOR CONSTRUCTION LEGEND AND NOTES, SEE SHEET 20 KEY MAP ---------- ... <t:IOWfl RD ft)SOClftTf S T LANDSCAPE APPROVED FOR ARCHITECTURE PLANTING 2835 Camino del Rio South AND IRRIGA TION ONL Y, Suite 210 San Diego, California 92108 INCLUDING PREC ISE (619)718-9660 FAX (619)718-9669 LOCATION OF PLANTING RLA #2919 AREAS. !7 -W (j .us I s22I CITY OF CARLSBAD ISH2§5 1 PLANNING DEPARTMENT CONSTRUCTION AND LIGHTING PLAN FOR: Colovero Hills II Vi/loge W C. T. 00-02 A~;~~ 5?-12-0'/ ASSISTANT PLANNING DIRECTOR DATE PROJECT NO. INmAI.. DATE INITIAL CHKD BY: XXXXXX OTHER APPROVAL CITY APPROVAL DWN BY:~I RVWD BY: CT 01-05 I DRAWING NO . 408-4L CMWD __ -__ _ ® 081704 051706 I I I L ----- LOT 11 MEADOW DRIVE .J ---- I \ _ _J -- LOT 11 r--- \_ ------------- ,--- LOT 11 ,--------7 I I .__ ____ -, I LOT 109 T6 212.b -_ IE 211.4 -------- I I I I I I _______ _J T6 210."! IE 26"!.1 ---------------------.... .... -----------1 \ I .... ........ .... . ~ .... ..... T6 26e.l IE 266."! --- / ./ / T6 26e. IE 261.4 ',,, I I I I I I I I I I I I /4 I, T6 212.0 _ ......J IE 21Q.el ----- ........ / '<... / .... / T6 210.B / _,, __ _ IE 26<!.1 -~-- --------------~---------------------------------------------~~------- COLLEGE REC REAT IO N AREA FOR DRAINAGE NOTES, SEE SHEET 20 LOT 115 "AS-BUILT " P.E. EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE 10 I l_ LOT 113 T6 261.2 IE 266.0 L O T 114 ------------------------ 0 1 ---- 1 ----------7 I I I I I I I I I I L . I ----_J ---------- 0 ----------------- C.ONNEC.J ifO STORM BLVD. DATE, I I I I I I I T6 26B.2 IE 262.0 I I I I I I T6 262.4 IE 261.2 I I I I I I I I I T6 6 1.e I IE O.b / I I I / / I/24/0B ... <t:IOWftRD ft)SOClflTf S T LANDSCAPE I / ....J.... ,1 KEY MAP APPROVED FOR DRAV'IN BY, JRJ/Mt-10 ARCHITECTURE PLANTING North 5 0 10 20 30 ~ I 1---, CRAPHC SCALE BENCHMAR K: DESCRIPTION: STANOARO !tl-10 STREET CENTERUN£ HEl.1. t.lCWU!t/ENT LOCATION: CENTmUN£ CT B. CA!tl/NO RE.Al. AT £NCIN££R's STAllCW 151+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH l£1,f1S (Na COUNTY '.£RT. CCWTROt. OATA) ELEVATION: 68.4-79 OAT/It.I: NGW CT 1929 .JOB NUMBER, 02011.1 FILE, REVl5I0N5, DATE INITW. ENGINEER OF WORK REVISION DESCRIPTION 2835 Camino del Rio South AND IRRIGATION ONLY, Suite 21 0 San Diego, California 92108 INCLUDING PRECISE (619)718-9660 FAX (619)718-9669 LOCATION OF PLANTING RLA #2919 AREAS. WJ CI TY OF CARLS BAD Lrn 3 PLANNING DEPARTMENT , DRAIN AGE PLAN FOR: Colovero Hills II Village W C. T. (}()-()2 A~ RO~E~ IZ-1003 ASSISTANT PLANNING DIRECTOR DATE DWN BY:~ I PROJECT NO. I DRAWING NO. DATE INITW. DATE INITW. CT 01-05 OlHER APPROVAL CrTY APPROVAL CHKD BY: XXXXXX 408-4L RVWD BY: CMWO _-__ _ 121903 051706 ---- I I I t I I L(l)T 94 I -✓ T5 202.'l IE 201.1 '\ '\ '\ '\ '\ '\ '\ / V LOT95 T5 205.2 / IE 202.0 / ,; / / / ,,,,,,{) -/ -/ / I I I I I I I I I / / / {/ I T5 202.8 IE 201.6 I \ \ T5 205.0 IE 201.8 \ \ T5 202.8 IE 201.6 T5 202.8 IE 201.:3 \ \ \ ) I i7 n1/____ : U, s 7 -----------I C,ONNEC.T TO 5TORM * ---I _ / -f -/ P£-AIN 5Y5TEM REC REAT ION AREA LOT 116 I I I I I I I I I I \ ,------7 I I I I I I I I I -- 1 L-,----~ LOT93 North 1" = 1 O' LOT16 i I I I I ,: ' ' I I I T5,-,-181.5 IE 180.:3 ------ I I fV7 I ' \ I I T5181.0 ------ I IE 18¢.:3 I I I I Tc/181 .25 11eo.0 5 rr------ T5 181.2 IE 11'1.42 T5 18 1.05 IE 11'1.85 BJQJLF_LELD_ DRIJ/E ~ ~ I . C.ONNEC.T TO 5TORM DRAIN 5Y5TEM RECREATION AREA LOT 117 DATE, North 1" = 1 O' 1/24/0S ... ct:10WftRD ft)SOClftlf S T LANDSCAPE FOR DRAINAGE NOTES, SEE SHEET 20 KEY MAP -------........_ - APPROVED FOR DRAJ.'IIN BY, ...IR...1/MMO ARCHITECTURE PLANTING G'IAPHC SCALE "AS-BUILT " BENCHMARK: P.E. EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE DESCRIPTION: STANDARD 11-10 STREET CENTERUNE /tfl1. Al(l{VAIENT LOCATION: CENTERIJNE fF EL CAAi/ND REAL AT ENCINEFR's STA 11(1{ ,/5,f.+92 PER R.S 18fXJ--1 RECORD FROM: CO/JNTY BENCH LE~S (Na CO/JNTY rfRT. CCKURDl DATA) ELEVATION: 68.-179 DA TUAI: NC',,fJ fF 1929 JOB NUMBER, 02011.1 FILE, REVIS IONS, DATE INfTw_ ENGINEER OF WORK REVISION DESCRIPTION 2835 Camino del Rio South AND IRRIGATION ONLY, Suite 21 D San Diego, California 92108 INCLUDING PRECISE (619)718-9660 FAX (61 9)718-9669 LOCATION OF PLANTING RLA #2919 AREAS. I s2T I CITY OF CARLSBAD 1 sHz§s I PLANNING DEPARTMENT DRAINAGE PLAN FOR: Calavera Hills II Village W C.T. 00-02 ,P >R~-✓ j~ /2-lo-Q3 " ASSISTANT PLANNING DIRECTOR DATE DWN BY: I PROJECT NO. I DRAWING NO. DATE INmAL DATE INfTw_ CHKD BY: XXXXXX CT 01-05 OTHER APPROVAL CITY APPROVAL RVWD BY: 408-4L CMWD_-_ 121903 0517 06 • . · . -----i s 2 • . . SEGTION NOT TO SCALE 0 0 0 0 4 " GONGRETE PAVING -2500 PSI @ 28 DAYS UNLESS OTHERV'llSE SPEGIFIED GOMPAGTED SUBGRADE 1/2 " PREFORMED FELT EXPANSION JOINT V'l lTH 1/4 " RADIUS @ EDGES 1/4 " SAV'lGUT OR TOOLED SC.ORE JOINT PER C,ONSTRUGTION PLAN - () I [)I_ z ill <( [L _J [L PER PLAN _ __, 5 ®\~. ----,?---------4____!___~ SEGTI ON NOT TO SC.ALE • l '-0" - () I G GONGRETE PAVING -SEE DETAIL C, TH IS SHEET 1/4 " RADIUS AT NOSE (4 ) TOOLED SC.ORE JOINTS @ 3 /4 " O .G. PERPENDICULAR TO D IRECTION OF TRAVEL EXPANSION JOINT - TYPICAL AT TOP AND BOTTOM OF STEPS CONCRETE STEPS V'llTH 113 REBAR @ lb" O.C . MAX BOTH V'lA YS 113 NOSE BAR COMPACTED SUBGRADE PER SOILS REPORT CD F INISH 6 R ADE @ 6 " X 6 " GONGRETE MOY'! CUR B ® 1/2" R AD IUS G) 113 REBAR GONTINUOUS ® SUB6RAD E COMP AGTED PER SOILS R EPOR T C) I il) -Ir - I 0 k k 4 '-1/2 " O .C. 1 1 1-1/8 " O.D. R OUND TUBULAR STEEL POST Y'l lTH GAP @ 8 '-0 " MAX. O.C. SPAC IN6. 0 0 1-3/8 " O.D. ROUND TOP AND BOTTOM R A ILS -PAINT TO MATCH POSTS 3 /4 " O.D. ROUND PICKETS @ 4 -1/2 " 0 C . SPACIN6 - PAINT TO MATGH POSTS CONGR ETE FOOTING, F INISH 6 R ADE NOTE, ELECTROSTATIC-ALLY SPR AY PAINT ENTI R E PANEL Y'llTH 2.0 M IL THICK V'lET COAT OF P R IMER (EPOXY POL YSMIDE PRIMER). ELECTR OSTATIC-ALLY SPR AY PAINT ENTIR E PANEL Y'llTH 2 .0 M IL TH ICK Y'lET COAT OF POLYURETHANE TOPCOAT. PRIMER AND FINISH COAT -COLOR TO BE SELECTED BY OY'lNER C A),__c_on_c_re_te_P_a_v_in_g ___________ ( s),__c_o_NG_R_E_TE_S_T_E_P_s _________ _ , ""Ii Concrete Mow Curb , ~ Tubular Steel Fence . '"c .. '"D..,j l '-0" 0 0 0 0 1-1 /8 " O .D . ROUND TUBULAR STEEL P OST Y'l lTH GAP. PAINT TO MATGH FENCE 1-3/8 " O.D. FRAME -PAINT TO MATCH POSTS 3 /4" O.D. ROUND P ICKETS @ 4 " O.C. MAX. SPACING, -PAINT TO MATCH POSTS CONCRETE FOOTIN6 -SLOPE TO TOP OF D R A IN 0 F INISH 6RADE 0 SELF-CLOSIN6 HIN6ES 0 LOCKABLE LATCH TO MEET POOL AND ADA CODES NOTE, ELECTROSTATIC-ALLY SPR AY PAINT ENTIRE PANEL Y'l lTH 2 .0 M IL THICK Y'lET COA T OF PRIMER (EPOXY POL YSMIDE PRIMER) ELECTROSTATIC-ALLY SPRAY PAINT ENTIR E PANEL Y'llTH 2.0 M IL TH ICK Y'lET COA T OF - N SEGTION NOT TO SCALE 0 2xb REDV'lOOD HEADER -NAIL TO HEADER V'l lTH (2 ) 6ALVANIZED NAILS, EACH LOCATION -USE (2 ) IXb PIECES FOR ALL RADIUSED AREAS 0 REDV'lOOD STAKE -GUT TOP @ 45 DE6REES 0 4 " DEEP LAYER OF DECOMPOSED 6RANITE PER GONSTRUGTION LE6END ffi MIRAFI OR EQUAL FILTER FABRIC. FINISH 6RADE C) -I rn -H Tu bular Stee l Gate POL '!"URETHANE TOPCOA T. PR IMER AND FINISH COAT -COLOR TO BE SELECTED BY O Y'lNER (}:) Redwood Header / Garden W alkway 21-011 -C) I -st' PL A N -'° I ,- ELEV A TI ON 4 2 3 2 1 }-----{(;, '-----'5 0 0 ® 0 b x b REDV'lOOD POST Jl"I/ IX4 REDY'laOD PLANT-ONS -A LL FOUR SIDES 4 X8 RED Y'lOOD BEAM -BOLT THROU6 H POST -CHAMFER ENDS 45 DE6REES @ I" 4 X6 REDY'lOOD JOIST-CHAMFER TO MATCH BEAM ENDS 2 X4 REDY'laOD R AFTER EV ENLY SPACED-± B " O .C . CHAMFER ENDS, 45~1 -1/2 " 3 /4 " CRUSHED ROCK CONCRETE FOOTIN6 FINISH 6RADE NOTE, STAIN ALL Y'!OOD Jl"IITH 2 COATS CLEAR V'lOOD SEALANT USE HOT-DIPPED 6ALV ANIZED SCREJl"IS FOR ALL CONNECTIONS UNLESS OTHER Y'l lSE SPECIF IED (H)1--V"-i_o_o_o_o_v_E_R_H_E_A_D _____________ _ DATE, 1/24/03 DRAV'lN BY, JR J/MMO JOB NUMBER, 02011.1 FILE, REVISIONS, "AS-BUILT " P.E. EXP,, ___ _ DATE REVIEWED BY: INSPECTOR DATE ... <tlOWftRD ft)SOClftTf S T LANDSCAPE ARCHITECTURE 2835 Camino del Rio South Suite 210 San Diego, California 92 108 (619)718-9660 FA X (619)7 18-9669 RLA #2919 BENCHMARK: DESCRIPTION: STANOARO Al-1O STREET CENTERUN£ #fl.1. AICWUAl£NT LOCATION: CENTERUN£ CF £l CAAi/NO REAL AT £NGINEER's STAT/CW -151+92 PER R.S f 8()()-f RECORD FROM: COUNTY BENCH /DUS {NO. COUNTY "9?T. CCWTRa DATA) ELEVATION: 68.,f79 OATVAI: NGW CF 1929 11 -011 l '-0" D l'-0" SEC. Tl ON/ELEY ATION NOT TO SCALE C) I rn -C) I 0 0 0 0 0 0 0 NOT TO SC.ALE OMIT CONCRETE Y'lALK STEP HANDR A IL BOTH S IDES OF STEPS, 2 ' O .D . TUB ULAR STEEL - PAINT TO BE SELECTED BY OY'lNER 2 " O .D . TUBULAR STEEL POST TO MA TC H 113 CONCRETE F O O TIN6 (TYP.) CONCRETE STEPS PER DETAIL FINISH 6 R ADE NOTE, HAND RAIL TO CONFORM TO ALL LOCAL, STATE, AND F EDERAL CODES. ( G )1--s_r_E_P_H_A_N_D_R_A_1_L,_P_L_A_N_1 __________ _ APPROVED FOR ' PLANTING ANO IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLA NTING AREAS. I s2s l CITY OF CARLSBAD SHEETS 29· PLANNING DEPARTMENT CONSTRUCTION DETAILS Calavera Hills II Village W C.T. 00-02 A fl,OVE-;:, / fe.u /Z-loo3 ASSISTANT PLANNING DIRECTOR DATE DWN BY:-:mm:=:= I I DRAWING NO . DATE INITIAL.. DATE INITlAL DATE INITlAL PROJECT NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL CHKD BY: XXXXXX CT 0 1-05 RVWD BY: 408-4L CMWO __ -__ _ 121903 051706 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I /~/ I ~-,. ----I ~~__________, MAINLINE 3 '-0" FROM FENCE MAINLINE 3 '-0" FROM FENCE -::,.;,,---------- North 1":::: 40' MANIFO D 48'-0" FROM PERTY LINE MAINLINE 2 \-6" FROM FENaE 2 '-f;," RECYCLED AINLINE 2 '-6" FROM FENC 40 20 0 40 80 120 I ~--1--1--------il GRAPH IC SCALE DATE, 1/24/03 DRAWN BY, JRJ/MMO JOB NUMBER, 02011.1 F ILE, REVISIONS, 12/23/05 HAI-CG NEW SHEETS FOR AS-BUil T SET "AS-J3UILT " d l,, • r-,_/z:,/or. ~ . EXP ".1J-si/O(, DATE !i~.6. 2\1\ · - REVIEWED BY: INSPECTOR DATE BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE l'lcLL MONUMENT LOCATION: CENTERLINE OF £L CAMINO REAL AT ENCINEER's STA770N 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DA TA} ELEVATION: 68.479 OAT/JI.I: NC',V OF 1929 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE FOR IRRIGATION LEGEND AND NOTES, SEE SHEET 2 .5eE sf/T 4 ;--o~ tRRIC.ATioN PL.AN ... <tlOWflRD ft~SOClftTf S ... LANDSCAPE ARCHITECTURE KEY MAP I:) NORTH AP PROVED FOR PLANTING 2835 Camino del Rio South AND IRRIGATION ONLY, Suite 210 San Diego, California 921 08 INCLUDING PRECISE (619)718-9660 FAX (619)718-9669 LOCATION OF PLANTIN G RLA #2919 AREAS. [ru CITY OF CARLSBAD I SH29s I l'2.·ZS·n ,L-e ~ PLANNING DEPARTMENT IRRIGATION PLAN FOR: NEW SHEETS Colovero Hills II Village W Cl oo-tJ2 APPROVE ~ /I !7.1.1 12-30-CS- ASSISTANT PLANN ING DIRECTOR DATE DWN BY: PROJECT NO. INITIAL DATE INITlAL CHKD BY: XXXXXX OTHER APPROVAL CITY APPROVAL RVWD BY: I CT 01-05 I DRAWING NO. 408-4L CMWD 051706 ' I I I I I q I I I I I I I I I , I I I I I I I I I I I I I I I I I I' I ( DATE, 1/24/03 DRAWN BY, JRJ/MMO JOB NUMBER, 02011.I FILE, REVISIONS, MAINLINE 16'-0" FROM FACE OF CURB ... ¢tOWflRD ft)SOClflTf S ... 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 " • • MAINLINE 1'-0 FROMFAGE OF CURB - MANIFOLD 15 ' O " / FROM THE F GE I \ \ \ --------- \ ,/\_/( \ ,/\'\ \ ~~ \ ~ / ~ ,~ --~y--= -~ -y_--\ MANIFOLD 8 '-0" FROM LIGHT POST "AS-BUILT ' -~" 2'\\\ EXP. 1-!1d O(, REVIEWED BY: INSPECTOR / " p./-z.:,/05 DATE DATE , 45.0 -.:2 2 ' , / '\ ~__;,y , \ \ \ , BENCHMARK: DESCRIPTION: LOCATION: STANDARD 1,/-/0 STREET CENffRLINE ~LL MONUMENT CENffRLINE OF EL CAMINO REAL AT ENG!NEER's STATION 454+92 PER RS 1800-1 RECORD FROM: COUNTY BENCH LEITTS (NO. COUNTY VERT CONTROL DA TA) ELEVATION: 68.479 DATU/,/: NCVIJ OF 1929 --- ~-I 1 • • • -4::::::::: --::-::__ ----,, / RECYCLED MAINLINE 2 '-6" ~ -c<f FROM FElNGE -I I I I I ✓ I I I L ---,____ -£_ -----~ FOR IRRIGATION LEGEND AND NOTES, SEE SHEET 2 SEE .SHT 5 r'O!?. Jf?f(IGATtOrJ PLAN MAINLINE~~• ,. \\ FROM FENCE ~ b 2 .4@ , X MANIFO~l2 '-0" North 1" = 40' , -:.9;?:°" FROM PROP{:RTY ' /\ '~ e LINE ' ) ' 40 f-------1 --===:j GRAPHIC SCALE / ' --~ / ' , ' \ MAINLIN FROM T I ---- MANIFOLD r '-O"FROM THE FENCE ---- MAINLINE 3 '-0"FROM L ___Jc--T~HE~FE=NG'7E'-' ' I ---------p.. I I I I I I I I •• ... J I -7 I ..,..,,,.µ....\ ---_L-_-_ ---:--r I I ---;; I I r -------! -, r I ✓ I r----..,...,-~-:=.: I I _J I I __J I I I I I I I t'c J I I I I KEY MAP (i) NORTH APPROVED FOR PLANTING AND IRRIGATION ONLY, .......... ---INCLUDING PRECISE LOCATION OF PLA NTING "''7 AREAS . ~ CITY OF CARLSBAD [ SH2EE9TS [ t:-:12""/2::c3/::c:05::-tH:-ccA:-:-l_-::c-CG:c:t-;-;N-;=;EWc;-;--;;S:;--;H-;ccEE""T""S,...,Fc,;0""R-cA-:S--;;-B:;--;U-;;-llc;c-T ""'SE""T;c------r-----t-----t;l""Z:-::z.B..-,-::t=---r=---1 ~ PLANNING DEPARTMENT ~=:::'....'.:::==========:::'....'.:::===: DATE INITIAL ENGINEER OF WORK REVISION DESCR IPTION IRRIGATION PLAN FOR: APPROVED NEW SHEETS Colovero Hills II Village W C.T. ()(J-(J2 --~~~L__ ____ e-3:>-os- ASSISTANT PLANN ING DIRECTOR DWN BY: >---DA_TE~_IN_ITIA_L -+--D_AT_E ~I_NIT_IAL---i CHKD BY: XXXXXX OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. CT 01-05 DATE I DRAWING NO. 408-4L CMWD 05 1706 PRESSURE LOSS CALCULATION ~ \ \ \ I \ \ \ \ \ I I I ~ I I I I I PROJECT NAME: Calavera Hills 11 -Village W DATE: 11 /15/02 WATER DISTRICT: CMWD HGL: 550 METER DESIGNATION : P O.C. #19 METER LOCATION: Adjacent to Lot 115 on Tamarack METER SIZE: 1-1 /2" METER ELEVATION: 283' STATIC PRESSURE@ METER: 129 VALVE#: M-12 VALVE SIZE: 1" LATERAL LINE PIPE SECTION A B C D E PIPE TYPE CL 200 " A. TOT AL LATERAL SYSTEM LOSS SIZE LENGTH 3/4" 64' 1" 92' 1-1/4" 71 ' 1-1/2" 102' 2-1/2" 21' PSI GPM LOSS 5.2 .372 14.7 1.95 45.9 1.31 37.5 1.85 64.8 .19 5.72 \\ PIPE SECTION PIPE PSI MAIN LINE TYPE SIZE LENGTH GPM LOSS A SCH. 40 2-1 /2" 2542 64 .8 30.25 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 D. TOTAL SYSTEM LOSS / GAIN (A+B+C) E. FITTING LOSSES (15% OF TOTAL LOSSES) F. MIN . REQ . PRESSURE AVAILABLE AT METER HEAD G. DESIGN PRESSURE (D+E+F) H. PRESSURE AVAILABLE AT METER I. RESIDUAL PRESSURE (H-G) 30.25 2.1 12.5 2.1 1.00 3.00 1.50 -26.84 -4 .64 31 .33 4.69 50 86.02 128 42.08 DATE, 1/24/0:3 DRAWN BY, JRJ/MMO JOB NUMBER, 02011.1 FILE, REV ISIONS, ---- 'I \' \ -L-------f>: -------=:::;:- I _L..f-1---- \ \ , I I -N I \ , \ I \ - •• , I \ , \ I .A. <tlOWflQD ft)SOClftTtS .,,. , 2835 Camino del Rio South Suite 210 San Diego, California 921 08 -(619)718-9660 FAX (619)718-9669 RLA #2919 / / I I \ --1;\ v '\ < \ \ ~-----1-~_-::__--i -~ J i r---_---,7-r-----\r ~ \ • "AS-BUILT " ( '2. '\ I'\ DATE REVIEWED BY: INSPECTOR DATE l MAINLINE 9 '-0" FROM FENGE ----- MANIFOLD I5'- FROM FENGE ------- REGYGLED MAINLINE I I I , I 1 7 I _J ' 0 J I I I I I j I I I I I I I I I I I j / I I I I I I I I I I I I I I I I J I I I I I I POINT OF CONN~CTION ~2~ 1)0 BE A 1-1/2 "RECL~1MED il'lAf ER1METER il'l lTH ___ 11,/1 A 2 " REDUCED 1BACKFLq ll'l / PREV ENTER. STATIC PRESSURE AT METER= 162 P f l AT EL9YA t 10N 205'. j I I ,'f I I -------1 C~NTROLLPR IL -:30 STATIONS I I ® , I I I ~ -------✓ r--...:.;:.-~ ------- ' /1 7' y --,' -----=--=-~-. -, -r- 1 I MANIFOLD B'-0" FROM PROPERTY LINE I ~------::: ~-,, I ,, I 7,-- ,' I 11 I MAINLINE 9 '-0" FROM FENGE REGYGLED MAINLINE / MAINLINE 9 '-0" ~FROM PROPE , TY LINE I I I I I I I I / I 1 \ \ I I I 1 I I I I I I II I FOR IRRIGATION LEGEND 1 1 AND NOTES, SEE SHEET 2 I I I 1EE. SH7 C6 F0~ /RRICiATION PLAN /. I // / I I I REGYGLED MAINLINE ~l:1----+-tf~~ 1 I I ' ' North / I.' 1 1" = 40' ••• NE-SEE SHEE ······/~--40 I BENCHMARK: DESCRIPTION: LOCATION: STANDARD M-10 STREET CENTERLINE ~LL MONUMENT CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA} ELEVATIO N: 68.479 DATUM: NGVD OF 1929 T33 12/23/05 HAI-CG NEW SHEETS FOR AS-BUILT SET DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 20 0 40 80 ~ I I GRAPHIC SCALE 5/19/05 CG lt·Z?·l h L:l', DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL KEY MAP ~ NORTH APPROVED FOR PLANTIN G AND IRR IGATION ONLY , 120 INCLUD ING PRECIS E I LOC ATION OF P LANTING / _;;, AREAS. - ~ CITY OF CARLSBAD I SH29s I PLANNING DEPARTMENT - IRRIGATION PLAN FOR: NEW SHEETS Calavera Hills II A Village W C.T. (J()-()2 AP PROVE[ ,/ IZ.3J-as-c,,, ASSISTAN T PLANNING DIRECTOR DATE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: XXXXXX CT 01-05 RVWD BY: 408-4L CMWO __ -_ 05 1706 CONTROLLERS -30 STATIONS, ·, POINT OF CONNECTION 1125 TO BE \ \ A 3 /4" DOMESTIC Y'lATER METER Y'l lTH A 3 /4 " REDUCED BAGKFLOY'l PREV E NTER FOR HOSE B IBB CONNECTIO NS • \' MAI NL IN \ l'-0" FRO FACE 0 CURB SLEEVE 18 '-0" FROM LIGHT POST MANIFOL '-" FROM LI MATCH LINE -SEE SH~~~~ ~11■ ■ ■ .]l\•llillJII ■ ■ ■ ■ 1 / 11 I ' ~-\ ~ I I I l i i 183.8 1---------I I ~~ \ 7 \ ~ \ \ \ ' " ' \ ) 1 I/ ! \ -~) \ \ - ~ ---MAINLINE 13 '-6" FROM FACE OF CURB E IB '-6" ACE OF CURB ,e,•- G; - . \ i<' \)> -X O 1•~CI" MANIFOLD 41'-0" I" A FROM L IGoHT POST ~ , , , , I , , I \ ' ' "I'-' ' ' ' ' ~ ' ...-s. \ ' ' ' ' ' ' ' ' ' ' \ \ ' ' ' ' ' ' \ ' ' ' \ I I ft- I I I , I I I ' I I . \ ~ \ J I I I I \ I / \ ~./ / \ I " MA INL INE 2 '-6 " FROM FENCE I \ I I I I/ -/ ) MAINLINE 3 '-0" 3 ·.0~,, .:1.-___,-~F~R=O~M~F~E'c-N=C=E- \ ,1' 1, 2e.1/"s=»\ v1-----.-'f§'-,_,-12~• .--- I f I I I I I I I I 1 23.4® I /MANIFOLD 6S'-cp" FROM L IGoHT POST I I I I I I I I I I I I I I I I I I I , I I I I I I I i I I I I f I I I I I I I I I I I I f ,. / /~ 12.1§ I \}:_J I I I / I I II I "-"-~_se_., ~fsA_s-_s_,__ I '0:J I I I I I f I I I ' I I I I I / I I I I I t I I I I 2e.e I I I I ... ¢10WftRD ft~SOClftTtS T "AS-BUILT " d--{-11/1.,/os BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE llf'LL MONUMENT 2835 Camino del Rio South Suite 210 ~ 2.\\\ EXP. -:Jl31/o ~ DATE LOCATION: CENTERLINE OF EL CAMINO REAL AT ENC/NEER's STATION 454+92 PER R.S 1800-1 REVIEWED BY: PRESSURE LOSS CALCULATION PROJECT NAME: Ca lavera Hills 11 -Village W DATE: 11 /15/02 WATER DISTRICT: CMWD HGL: 550 METER DESIGNATION: P.O.C. #22 METER LOCATION: Adjacent to Lot 1 on Tamarack METER SIZE: 1-1/2" METER ELEVATION: 215' STATIC PRESSURE @ METER: 158 VALVE#: L-3 VALVE SIZE: 1" PIPE PIPE LATERAL LINE SECTION TYPE A CL200 B " C " D " A. TOTAL LATERAL SYSTEM LOSS PIPE SIZE LENGTH 3/4" 57' 1" 48' 1-1 /4" 52' 2" 126' MAIN LINE PIPE SECTION TYPE SIZE LENGTH A SCH. 40 2-1 /2" 285 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 D. TOTAL SYSTEM LOSS / GAIN (A+B+C) E. FITTING LOSSES (15% OF TOTAL LOSSES) PSI GPM LOSS 7.75 1.67 15.8 1.12 21.05 .74 52 .7 1.51 PSI GPM LOSS 52.7 2.5 2.5 2.1 12.5 2.1 1.00 3.00 1.50 26.84 F. MIN . REQ. PRESSURE AVAILABLE AT METER HEAD 46.58 56.58 8.48 50 G. DESIGN PRESSURE (D+E+F) H. PRESSURE AVAILABLE AT METER I. RESIDUAL PRESSURE (H-G) FOR IRRIGATION LEGEND AND NOTES, SEE SHEET 2 115.06 145.1 30.04 Sc£ SHT Cf FOR tRR!CiATION PLA~I 40 20 0 I ~ 12/23/05 HAI-CG NEW SHEETS FOR AS-BUILT SET DATE, 1/24/03 DRAWN BY, JRJ/MMO JOB NUMBER, 02011.1 FILE, San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RECORD FROM: COUNTY BENCH LE'.'tLS (NO. COUNTY '.£RT. CONTROL DA TA) DATE INITIAL REVISIONS , RLA /12919 INSPECTOR DATE ELEVATION: 68.479 DATUM: NCW OF 1929 ENGINEER OF WORK REVISION DESCRIPTION PRESSURE LOSS CALCULATION PROJECT NAME: Calavera Hills II -Village W DATE: 11 /15/02 WATER DISTRICT: CMWD HGL: 550 METER DESIGNATION: P.O.C. #23 METER LOCATION: Adjacent to Lot 121 on Tamarack METER SIZE: 1-1/2" METER ELEVATION: 179' STATIC PRESSURE@ METER: 174 VALVE#: K-7 VALV E SIZE: 1" PIPE PIPE LATERAL LINE SECTION TYPE A CL200 B " C " D " E " A. TOTAL LATERAL SYSTEM LOSS SIZE LENGTH 3/4" 70' 1 " 50' 1-1 /4" 59 1-1 /2" 82' 2-1/2" 89' PSI GPM LOSS 8.4 .992 15.2 1.2 26.2 1.22 34.4 1.52 72.7 1.08 6.01 MAIN LINE PIPE SECTION PIPE TYPE PSI SIZE LENGTH GPM LOSS A SCH. 40 2" 387' 72.7 5.3 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 D. TOTAL SYSTEM LOSS / GAIN (A+B+C) E. FITTING LOSSES (15% OF TOTAL LOSSES) F. MIN. REQ. PRESSURE AVAILABLE AT METER HEAD G. DESIGN PRESSURE (D+E+F) H. PRESSURE AVAILABLE AT METER I. RESIDUAL PRESSURE (H-G) 5.3 2.1 12.5 2.1 1.00 3.00 1.50 2.2 19.19 30.5 2.88 50 83.38 161.9 78.52 KEY MAP ------------------- (t) NORTH APPROVED FOR North PLANTING 1" = 40' AND IRR IGATION ONLY, 40 80 120 INCLUDING PRECISE I I I LOCATION OF PLANTING GRAPHIC SCALE AR EAS . la9"1 CITY OF CARLSBAD I SH29s I l·t:,W-o 7 1$ PLANNING DEPARTMENT IRRIGATION PLAN FOR: NEW SHEETS Calavera Hills II Village W C. T. {J()-()2 APPROVE[ / /2.--30-oS I '7,11 ASSISTAN T PLANNING DIRECTOR DATE OWN BY: I PROJECT NO _ I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: XXXXXX OTHER APPROVAL CITY APPROVAL RVWD BY: CT 01-05 408-4L CMWO __ -__ 051706