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Home My WebLink AboutDWG 405-4L; CT 01-06; CALAVERA HILLS II VILLAGE X; 01-30GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER RECYCLED WATER SYSTEM (PRIVATE) SHEET TITLE SHEET NUMBER DISTRICT'S •cARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER, 199J. 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. J. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIM/NA TE 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. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PR/DR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. SIGNAGE NOTES CALAVERA HILLS II VILLAGE X TITLE SHEET 1 IRRIG. LEGEND, NOTES, DETAILS 2 IRRIG. DETAILS 3 IRRIGATION PLANS 4-8 IRRIGATION SPECIFICATIONS 9-10 PLANT LEGEND, NOTES, DETAILS 11 PLANTING PLANS 12-17 PLANTING SPECIFICATIONS 18-19 CONSTR./DRAINAGE LEGEND, NOTES 20 CONSTRUCTION PLANS 7. ALL ON-SITE PIPES SHALL HA VE WARNING TAPE' PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. * 8. THE IRRIGATION SYSTEMS SHALL RUN BE'TWEEN THE HOURS OF 9: 00 P.M. AND 6: 00 THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. \, \ \ \ ,,,--METER 'H' 21-23 DRAINAGE PLANS 23-24 CONSTRUCTION DETAILS THE HOURS FDR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIE'D BY THE LOCAL AUTHORITY. /RR/GA TION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A L£55ER QUALITY THAN DIS/NFE'CTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 9: 00 P.M AND 6: 00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNA TE:D USE AREAS SHALL BE PROTECTED FROM CONTACT FROM RECYCLE'D WATER, WHETH£1'? BY WINDBLOWN SPRAY OR BY DIRE'CT APPL/CATION, THROUGH /RR/GA TION OR OTHER USE. LACK OF PROTECTION, WHE'THE'R BY DE'SIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED QR ADJUSTED TO PREVENT OVERSPRAYJNG ON 5/DE'WALKS, STREET, AND NON-DESIGNATED USE ARE'AS, 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE FOR THE USE ON RE'CYCLE'D WATER. DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE' WITH POTABLE WATER QUICK COUPLER SPIKES PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS). 1J. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCE'S (SPRINKLER HEADS, VAL VE BOXES, ETC.) SHALL BE COLOR-CODED (PURPLE') PER AWWA GUIDE'LINES AND STECTION 116815 OF TH£ CALIFORNIA HEALTH AND SAFETY COD£. 15. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING •NON-POTABLE OR RECYCLED WATER", COLOR COOED 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. 16. WHEN A POTABLE WATER LINE ANO RECYCLED WATER LINE' CROSS, THE RE'CLAIME'O LINE' SHALL BE' INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER ANO RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECYCLED LINE. IB, A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BE'TWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RE:CYCLEQ WATER USE A. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING B. C. 0. £. F. OUTSIDE' THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPE'RVISORY PERSONNE'L ON-SITE. NO SYSTEM SHALL AT ANY DME BE LEFT UNATTENDED DURING USE' OUTSIDE' THE NORMAL SCHEDULE. /RR/GA TE IN A MANNER THAT WILL MINIMIZE' RUN-OFF, POOLING, AND PONDING. TH£ APPLICATION RATE' $HALL NOT EXCE'E'D TH£ INFILTRATION RATE OF THE SOIL. TIME'RS MUST BE ADJUSTE'D 50 AS TO BE COMPATIBLE WITH THE LOWEST SOIL \ INFILTRATION RA TE PRESENT. THIS PROCEDURE MAY BE FACIUTA TED BY THE' EFFICIE'NT SCHEDULING OF THE' AUTOMATIC CONTROL CLOCKS, (!.£., EMPLOYING \ THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES \ THAT WILL PROMOTE MAXIMUM SOIL ABSORPDON). ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO ARE'AS NOT UNDE'R THE \-_ \ LOTS, AND STREETS AND SJDEWALKS. \ CONTROL OF THE' CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND ~ MONITOR ANO MAINTAIN THE SYSTE'M TO MINIMIZE EQUIPMENT AND MATERIAL \ ~ -~ FA/LURE. BROKEN SPRINKLER HEADS, LEAKS, UNRE'LIABLE' VALVES, ETC., SHOULD \ '-/ BE' RE'PAIRE'D AS SOON AS THEY BECOME APPARENT. \ 'V,;.,, THE LANDSCAPE' CONTRACTOR 15 RE'SPONSIBLE FDR EDUCATING EACH EMPLOYEE ANO ALL MAfNTENANCE PERSONNEL ON A CONTlNUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR /RR/GA TION PURPOSE'S ONLY ANO IS NOT APPROVED FOR DRINKING OR FOR HANO AND TOOL WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOY££$ IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT THIS INFORMATION BE' DIS5£MINA TE'D ON AN ALMOST DAILY BASIS. OBTAIN PR/DR 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 VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. \ \ \ METER'H' METER'"!'"-+ * 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 RE'CYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO AGUA IMPURA NO TOMAR" 20. 21. MUNICIPAL WA 1ER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. QUICK COUPLING VALVES USED IN RECYCLE'D WATER SYSTEMS SHALL CONFORM TO THE' FOLLOWING: RECYCLED WATER -QUICK COUPLING VALVES USEO IN RECYCLED WATER SYSTEMS SHALL HA VE ACME' TYPE THRE'ADS AND PURPLE' COLORE'D LOCKING COVERS PERMANENTLY ATTACHED TO THE VAL 1/£1 QUJCK COUPLING VALVE SPIKES SHALL NOT BE INTERCHANGEABLE WfTH POTABLE WATER QUICK COUPLER SPIKES. THE' RE'QUIRFD CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH COP/E'S OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPE'CTING PARTY. 2. IMPRINTED ON THE OTHER SID£. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTE'RPR/SES OR APPROVED EQUAL. B. ONE TAG SHALL BE' A TT ACHED TO E'ACH VAL VE AS FOLLOWS: 1. ATTACH TO VAL VE STEM 0/RECTL Y OR WITH PLASTIC T/£-WRAP OR_ 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP _QB_ J. ATTACH TO VAL VE COVER WITH E'XISTING VAL VE COVER BOLT. ALL SPRINKLER HEADS SHALL BE /DEN Tln£D AS RE'CYCLEO WA TE'R SPRINKLER HEADS. *22. *2:i. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS ·Do NOT DRINK. ON THE'SE PLANS. AN ON-SITE USER/SUPERVISOR SHALL BE OESIGNA TE'D IN WRITING. THIS INDIVIDUAL SHALL BE FAM/UAR IN/TH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC 2. EACH AUTOMATIC CONTROLLER AND ITS ASSOC/A TE:O EQUIPMENT SHALL BE' IDENTIF/£D WI TH A SIGN BE'ARING THE' WORDS "RECYCLED WA TE'R USED FOR /RR/GA T/ON• IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1• HIGH ON A PURPLE BACKROUND. TH£ SIGN SHALL 8£ PLACE'D SO THAT IT CAN BE READILY SEEN BY ANY OPERA T/ONS PERSONNEL UTILIZING THE' EQUIPME'NT. * CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT FRANK WAJERT AT (760) 730-9821 OR AFTER HOURS CONTACT FRANK WAJE'RT AT (760)7:30-9821 24. SHOW ALL PUBLIC &, PR/VA TE POTABLE WA TE'R MAINS ON IMPROVEMENT PLANS. 25. ON RECYCLED WATER 5YSTE'M5, ALL APPURTE:NANCES (SPR/NKLE'R HEADS, VAL VE BOXE'S, £TC.) SHALL BE COLOR-CODED (PURPLE') AND LAID WITH WARNING TAPE' AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PE'R THE' NAME OF WATER DISTRICT'S RULES AND RE'GULA TIONS. 26. THE' REQUIRE'D CR055-CONNE'CTION SHUTDOWN TEST SHALL BE DONE BY THE NAME OF WATER DISTRICT AND THE SAN DIE'GO COUNTY DEPARTMENT OF E'NVIRONME'NTAL HEAL TH. 27. THE DESIGN ANO LOCATION PROPOSED FOR RECYCLED WATER -Do NOT DRINK• SIGNS SHALL 8£ CALLED OUT ON THE PLANS. 28. A PHYSICAL SEPARATION SHALL BE PROVIDE'D BETWEEN AOJACE'NT ARE'AS /RR/GA TED WITH RECYCLE'D WA TE'R ANO POTABLE WATER. $£PARA TION SHALL BE' PROVIDED BY DISTANCE', CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. ITEMS NOS. 8, 19 &, 2:J SHALL BE RE'QUIRED JUST PR/DR TO THE ACTUAL USE' OF RE'CYCLE'D WA TE'R. ITEM NO. 22 THE S/GNAGE PLAN SHALL BE PART OF THIS I.P. BUT THE ACTUAL SIGNS & TAGS ~LL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. BLACK LOGO PURPLE BACKROUND r--1 • BLACK LETTERS OECLARA TION OF RE'SPONSIBLE CHARGE': I HE'RE'BY DE'CLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FDR THIS PROJE'CT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DE'FINED IN SE'CTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDE'RSTAND THAT THE CHE'CK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTME'NT OF ENVIRONMENTAL HEALTH 15 CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RE'SPONS/BILITIES FOR PROJE'CT DESIGN. FIRM NAME' & ADDRESS: HOWARD ASSOC/A E'S, INC., 28J5 CAMINO DE'L RIO SOUTH, SUITE 210, SAN DIEGO, CA 92108 JOHN W. HOWARD, LANDSCAPE' ARCHITECT RLA 2919 PHONE NO(S): (619) 718-9660 REGISTRATION NO(S): RLA 2919 FAX (619) 718-9669 EXPIRATION DATE: 7/:31/04 PROJECT ENGINEER -::i.1~ t)"!) DATE , .. (N, T.S.) COUNTY OF SAN DIEGO WARNING RE CLEO WATER DO NOT DRINK RECYCLED WATER WASH HANDS AFTER CONCTACTING LAVESE SUS ANOS DESPUES DE USAR 1" BLACK LETTERS 2• BLACK LETTERS APPROVED FOR PLANTING 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL DEPARTMENT OF ENVIRONMENTAL HEALTH SIGNS IN ORDER TO CONSERVE WATER ••. RECYCLED WATER IN USE .-DO NOT ~ ~ DRINK NO TOME EL AGUA WASH HANDS AFTER CONTACTING LAVESE SI.JS UANOS DESPUES DE USAR 1s· X 1s· SIZE ,z,,5.03 DATE: CARLSBAD MUNICIPAL WATER DISTRICT "AS-BUILT P.E. EXP. REVIEWED BY: " DATE xi I JI I I L __ _ \ IRRIGATION -SHEET 6 -~ PLANTING -SHEET 14 8 VICINITY MAP NO SCALE BENCHMARK: DESCRIPTION: STANDARD M-10 STR£ET CENTERLINE IIEl1. Mr¥v/JIIENT LOCATION: CENTERUNE CF El. CAAi/NO NEAL AT ENGINEER's STATTON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEfflS {NO. COUNTY VERT. Cr¥v7ROL OA TA) rn DATE INmAL AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS INSPECTOR DATE ELEVATION: 68.479 OA TW: NC',{) CF 1929 ENGINEER OF WORK IRRIGATION -SHEET 4 PLANTING -SHEET 12 1. 2. IRRIGATION -SHEET 5 PLANTING -SHEET 13 3. 25-26 INSPECTION PROCEDURES CITY CONSTRUCTION /NSPE'CTION SHALL INCLUDE: A. B. C. D. £. F. G. LOCATION OF PIPE LINES. TRENCH DEPTH. RE'QUIRED $£PARA TION (HORIZONTALLY AND VERT/CALLY). PIPE /DENT/FICA TION. POINTS-OF-CONNECTION (POC'S). LOCATION AND IDENTIFICATION OF SPRINKLE'R HE'ADS. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLE'D WATE'R (IF RECYCLED WA TE'R IS USED FOR CONSTRUCTION). AN APPROVAL LETTER RE'GARDING THE INSPECTION OF TH£ PROJE'CT SHALL BE OBTAINED FROM TH£ CITY AND THE DISTRICT, ANO BE FORWARDED TO THE SAN DIEGO COUNTY DE'PARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO FINAL INSPECTION APPROVAL. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. B. C. D. E. F. G. COVERAGE TE'ST, AFTER COMPLETION OF THE SPRINKLER SYSTEM TO DETERMINE THE ADEQUACY OF COVERAGE' ON TH£ APPROVED USE AREA AND PROTECTION OF ARE'AS NOT APPROVED FOR REGEi VING RECYCLED WATER. WARNING SIGNS AND LABE'LS. QUICK COUPLING VALVES. ALL ASPECTS OF THE' /RR/GA TION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. REQUIRE'D PROTECTION OF ALL RESIDENTIAL AREAS. REQUIRED PROTECTION OF WELL, STREAMS, RESE'RVOIRS, £TC. CROSS-CONNECTION. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINE'E'R &, DISTRICT £NGIN££R PRIOR TO IMPLEMENTATION IN FIELD. IRRIGATION -SHEET 7 PLANTING -SHEET 15 LEGEND SITE MAP 1 "=200' -· RECREATION AREA IRRIGATION -SHEET 8 PLANTING -SHEET 17 CONSTRUCTION -22 DRAINAGE -24 RECREATION AREA IRRIGATION -SHEET 7 PLANTING -SHEET 16 CONSTRUCTION -21 DRAINAGE -23 FIRE HYDRANT POTABLE Jl'IIATER STREET MAIN RJ/11 REC.YC.LED ll'IIATER STR.EET MAIN ---REC.Ye.LED ll'IIATER IRRl6ATION MAIN (PURPLE Fl E) ---POTABLE Jl'IIATER IRRl6ATION MAIN POINT OF C.ONNEC.TION FOR REC.Ye.LED ll'IIATER (METER AND BAC.KFLOJl'II PREVENTION) "DO NOT DRINK" Sl6N LOCATIONS AREA OF PROPOSED REC.YC.LED Jl'IIATER USE .A. 1tOWflRD ftSSOClftlf S DEVELOPER'S NAME & ADDRESS: T CALA VERA HILLS If LLC 2727 HOOVER A VE. NATIONAL CITY, CA 91950 PHONE NO: (619) 477-4117 DATE INITIAL DATE INmAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DATE, 1/24/0:3 DRAY'IN EIY, JR..JMMO ..JOEi NLJMEIER, 0206"!.I FILE, REVISIONS, CITY OF LANDSCAPE ARCHITECTURE 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 CARI.SHAD I SHfET I PLANNING DEPARTMENT ISH-~ TITLE SHEET Colovera Hills II Village X c.r. 00-02 A"5 ~ovEo/ 1?.,1~ /2-IS--03 ASSISTANT PLANNING DIRECTOR DATE OWN BY: "J,l!i!] PROJECT NO, DRAWING NO. CHKD BY: XXXXXX RVWD BY: CT 01-06 405-4l CMWD - 122303 MAINLINE, LATERAL, AND WIRING IN THE SAME TRENCH RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 10-FOOT INTERVALS. NOTES: SECTION VIEW MAINLINE PIPE LATERAL PIPE PLAN VIEW ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN. WIRING IN CONDUIT WIRE W/0 CONDUIT TIE A 24-INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30· OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 80 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. PIPE & 2 3 111 111° 111 111 I 4• 11i' 11 11i' 11 I =111=1! ~ WIRE TRENCHING ffi FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLTt NUT, AND WASHER. BOX TO BE PLACED AT Rl~H ANGLE TQ HARDSCAPE EDGE. MOLDED 1.D. "MCV' ONTO LID. (PURPLE COVER AT RECLAIMED WATER) ffi RECEIVER AND WIRING 6 HIT PRODUCTS WIRE CONNECTORS -HPC ® MASTER CONTROL VALVE t::\ FINISHED GRADE ~ IN SHRUB AREAS (j) VALVE ID TAGS 0 ~txpff~ ~o R~b~irD @ PVC MAINLINE TO RCV'S @ BRASS NIPPLE, TYPICAL r,:;-. BRICK SUPPORTS \'Y 4 REQ. PER BOX c;;,. LANDSCAPE FABRIC, WRAP \!..9 UP AND OVER BOX HOLES @ 3/4" ROCK, 3 CUBIC FT. NTS C:.--. CONTROL WIRES IN CONDUIT FROM \'Y CONTROLLER ~------------{14 ~-----------------115 ~ MAINLINE PIPE AND FITTINGS SEE \'3' 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 CONTROL VALVE W/RECEIVER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 1/24/09 DRAl"lN BY, JRJ/MMO JOB NUMBER, 0201:>'I.I FILE, REV1510N5, LOGIC 2 IRRIC'.ATIQN CONTROLLER BACK VIEW OF THE BOX WALL MOUNT (STEP 4) 35.10 I • • J BOX DEPTH: 5.00 l-10.00 HIT PRODUCTS -LOGIC 2 & 3 PEDESTAL UOUNT FRONT VIEW Of THE BOX .. ----l Wlfl,I[! 0 LOGIC 2 OR 3 CONTROLLER 3 0 ENCLOSURE VJ (STAINLESS STEEL) PEDESTAi MOIINTING 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 TWO 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 UllLIZING THE TWO MOUNTING HOLES (KEYHOLES). 5. REPLACE THE FOUR SCREWS REt.tOVEO 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 120V POWER SUPPLY. 7. MAKE WIRING CONNECTIONS TO CONTROLLER (SEE LOGIC WIRING INSTRUCTIONS) AND REPLACE CONTROLLER PANEL INTO STAJNLESS STEEL BOX AND REPLACE THE STAINLESS STEEL PLATE. 93.80 0 0 8. REPLACE PEDESTAL REAR PANEL IF NEEDED. 120V POWER SUPPLY WHITE -COMMON, BIACI< -HOT, GREEN -GROUND INSTALL ACCORDING TO CODE IN CONDUIT. 0 CONCRETE PAD 4-INCHES OVERLAP AROUND OUTSIDE OF PEDESTAL, 6-INCHES DEEP CONCRETE. 0 24 VOLT ELECTRtCAL WIRING IN 2 WIRE PATH ELECRICAL LONG SWEEP ELBOW (SEE LEGEND) 9 0 ELECRtcAL WIRING 110 V POWER WIRE WHITE -COMMON, BLACK -HOT, GREEN -GROUND CONTROL WIRE SCHEDULE r;:,'\ 120\I POWER SUPPLY \.:_) WHITE -COMMON, BLACK -HOT, GREEN -GROUND INSTALL ACCORDING TO CODE IN CONDUIT. a CONTROL VALVE V HIT PRODUCTS NO EQUAL MOUNTED IN VALVE BOX ENCLOSURE. 500 SERIES 0 RECENER 0 I.D. TAG Q 24 VOLT ELECTRICAL WIRING IN V .JO-INCH COIL (SEE DETAILS) COMMON CONTROL -1 VALVE N0.14+14 2500' NO. 12 + 12 5000' NO. 10 + 10 7500' NO. 8 + 8 - 2 VALVES 3 VALVES 1000· - 5000' 2500' 7500' 7500' -- 4 VALVES - - 7500' - f::\ WIRE SPLICE HIT PRODUCTS -LOGIC 2 ® PEDESTAL MOUNT CONTROLLER IRRl6ATION NOTES V HIT PRODUCTS NO EQUAL GREASE FILLED MODELN (CBC) INSTALL IN SPECIFIED LOCATION ONLY. I. THE IRRl6ATION PLAN 15 DIAl!>RAMMATIC.. ALL IRRl6ATION EG!UIPMl"NT SHALL BE LOCATED IN PLANTIN6 AREAS ONLY, UNLESS NOTED OTHERl'll5E. REFER TO THE IRRl6ATION LE6END AND DETAILS FOR EG!UIPMENT AND INSTALLATION. 2. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXC.E55 EGUIPMENT, MATI:RIAL5, AND RUBBISH INCIDENTAL TO Y'IORK OF THIS SECTION. 9. A. ALL R.15ER.5 SHALL E!E P.V.C.. 5CHEDULE M. El. ALL PIPE FITTIN65 SHALL E!E P.Y.C.. 5CHEDULI: 40. 4. A. ALL Y'llR.E SHALL l3E 14 6AIJ6E AN6-UF, DIRECT 13URIAL TYPE, AND ALL 5PLIC.ES ANP CONNECTIONS SHALL SE MADE Y'llTH PEN-TITE CONNECTORS OR EGUAL. EACH VALVE ON A CONTROLLER SHALL HAYE A 5Ef'ARATE Y'llRE COLOR. ALL Y'llRE5 SHALL E!E INSTALLED Y'llTH TY'IO (2) FEET OF EXCESS Y'llRE (COILED) AT THE END OF EACH Y'llRE RUN. El. CONTROL Y'llRE SHALL E!E 13UNDLED AND PLACED 6ENEATH MAINLINE 5. BAC.KFLOY'l PREVENTION DEVIC.E5 SHALL E!E LOCATED A5 INDICATED ON THE IR.Rli!>ATION PLAN. INSTALLATION SHALL CONFORM TO LOCAL 60YERNIN6 CODES AND RE6ULATION5 AND MANUFACnJR.ER.'5 5PEC.IFIC.ATION5. C.Ml"ID E!AC.KFLOY'l 5PEC.IALl5T TO APPROVE LOCATION ph. (1b0) 45f;-21:22 x1152 6. CHECK VALVES SHALL BE USED l'H:RE INDICATED AND JIIIHERE NEC.ESSARY TO PREVENT Y'lATER. FLOY'l FR.OM LOY>IER. ELEVATION HEAD5 l'H:N SYSTEM 15 TURNED OFF. 1. ALL PRE55URE MAINLINES SHALL HAYE El6HTEEN (le,) INCHES OF COVER, AND ALL LATERALS SHALL HAYE TY>IELYE (12) INCHES OF COYER. TRENCH BACKFILL SHALL E!E FREE OF ANY MATERIAL THAT MAY DAMA6E IR.R.16ATION PIPE OR EGUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR. SHALL PER.FORM R.EGIUIRED R.EPAIR.5 AT HIS OY'lN COST. e. ALL AUTOMATIC. VALVES 5HALL E!E LOCATED Y'llTHIN 5HR.IJE! AREA5.VALVE5 IN E!OXE5 SHALL E!E INSTALLED IN 6REEN VALVE E!OXl:S, ONE VALVE PER BOX, Y'llTH FOUR (4) INC.HES OF PEA 6R.AVEL BENEATH EACH VALVE. BALL VALVES 5HALL E!E LOCATED IN SEPARATE VALVE E!OXE5. 'I. MAINS, Y'llRE, AND LATERALS UNDER VEHICLE PAVIN6 SHALL E!E IN PVC. 5CHEDULI: 00 SLEEVES Y'llTH 90" MINIMUM C.OVEFI!.. ALL MAINS AND Y'llR.E UNDER PEDESTRIAN PAVINi!> 51-tALL E!E IN PVC. 5CHEDULE 40 5LEEYE5 Y'IITH IE>" MINIMUM COYER. ALL LATERALS UNDER PEDESTRIAN PAVIN6 SHALL E!E IN PVC. 5CHEDULE 40 SLEEVES Y'llTH 12' MINIMUM COYER. 10. AUTOMATIC. CONTROLLERS SHALL 6E SIZE AND TYPE A5 NAMED, AND INSTALLED l"IHER.E INPIC.ATED ON IR.Rl6ATION PLAN. CONTROL Y'llRES SHALL E!E 5LEEVEV IN ELECTRIC.AL CONDUIT TO MAINLINE. 120 VOLT SERVICE TO CONTROLLER. SHALL E!E PROVIDED E!Y THE OY'lNER. II. PRIOR TO E!AC.KFILLIN6 IRFl!.16ATION TRENCHES, A. ALL MAINLINES IN THE SYSTEM SHALL E!E CAPPED AND PRE55URE TESTED AT 125 P.5.1. FOR A PERIOD OF FOUR =-ANY LEAKS FOUND 5HALL E!E CORR.EC.TED E!Y REMOVING, THE LEAKIN6 PIPE OR FITTING,S ANP INSTALLIN6 NEY'l MATI:RIAL IN ITS PLACE. El. ALL LATI:RAL5 51-tALL E!E PRESS~ TESTED AT DE516N PRESSURE FOR ONE HOUR. C.. THE CONTRACTOR. SHALL NOT ALLOY'l NOR CAUSE ANY OF Hl5 Y'lORK TO E!E COVER.ED UNTIL IT HAS BEEN INSPECTED, TESTED ANP APPROVED 6Y THE OY'lNER'5 AUTHORIZED REPRESENTATIVE AND CITY IN5PECTOR. 12. IR.R.li!>ATION CONTRACTOR. SHALL ADJUST ALL HEADS TO PROVIDE EVEN COYER.A6-E AND TO KEEP SPRAY OFF 13UILDIN65, Y'lALKY'lAY5, Y'lALL5, AND DRIVES. 19. l'H:N THE SPRINKLER 5Y5TEM 15 COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE OY'lNER.'S AUTHORIZED REPRESENTATIVE, SHALL PERFORM A COVERAISE TEST OF Y'lATER. AFFORDED THE PLANTINIS AR.EA5 TO EN51JR.E IT 15 COMPLETE AND ADEGIJATE. CITY INSPECTOR TO APPROVE C.OVERA6E. THE CONTRACTOR. 51-tALL FURNISH ALL MATI:RIAL5 AND PERFORM ALL J/'IORK REG!UIRED TO CORRECT ANY INADEGl\JAC.IE5 OF C.OVERA6E AT HIS Offi COST. IRR.IISATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY (60) DAYS AND SHALL Y'IATER. ON A DAILY E!A515. 14. PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL FURNISH TO THE OY'lNER. A COMPLETE 'A5-E!UIL T' DR.AY'llNIS ON SEPIA AND THREE PRINTS 5HOY'llN6 EXACT LOCATIONS OF ALL ITEMS IN5TALLl:D. IS. PRIOR TO FINAL Ac.c,Ef'TANC.E, THE IRR.16ATION CONTRACTOR. SHALL PLACE A LAMINATED, REDUCED COPY OF THE AS-13UILT IRRl6ATION PLAN, COLOR-CODED AS TO C.OVERA6E AR.EA5 FOR EACH VALVE, IN THE CONTROLLER. ENCL05UR.E. 16. THE IRR.16ATION CONTRACTOR SHALL ISUARANTEE THE ENTIRE IRR.16ATION 5Y5TEM TO 6E FR.EE OF DEFECTS IN Y'IORKMANSHIP AND MATI:RIAL5 FOR A PERIOD OF ONE (I) YEAR FR.OM FINAL ACCEPTANCE E!Y THE OY'lNER. 11. "THl'WST BLOC.KS CON515TIN6 OF A MINIMUM OF I C.UE!IC. FOOT OF CONCRETE (2poo PSI) 51-tALL E!E INSTALLED AROUND MAINLINES 9 " ANP ABOVE AT ELE!0"'6 AND AT POINTS OF C.HAN6E IN DIRECTION." (CITY OF CARLSBAD LAND5CAPE MANUAL IV.9-5). II!>. INSTALL POP-UPS Y'llTHIN 10 FEET OF ALL PEDE5TR.IAN U5E5. NOTE, ALL IR.Rl6ATION EG!UIPMl"NT UTILIZIN6 !l!EC.LAIMED Y'lATER SHALL BE COLORED PURPLI: PER C.AR.LSE!AD MUNICIPAL Y'lATER. DISTRICT R.EGIUIR.EMENT5 . ... cl:IOWftRD ft)SOClflTtS T 2B35 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 "AS-BUILT P.E. EXP. ___ _ REVIEWED BY: " DATE BENCHMARK: DESCRIPTION: STANDAHi} 11-10 STR££T CENTERI.INE Will AIONW£NT LOCATION: CEN1ERI..INE tT a CAMINO REAL AT ENGINEER'S STATION -154+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH l£1£l.S {Na COUNTY 1£/?T. CONTROl. DA TA) DATE IRRl6ATION LE6END 5YM. • I '0 0 € ISi Cil e ~ □ ■ ~ V ~ ... • ~ 'v ~ [D [I .. • w ~® ®2 ®@ 0® ® ®@ (i})@ 12 MFR. DESCRIPT'ION 6PM RADIU5 RAIN ellltD leo.4-5AM-l"R5-12G-l'"C5 POP-lJP TIJlotl" Sl"RAY HEAD 0.65 12' RAIN E!llltD leo.4-5AM-PR5-l:2H-PC.S POP-lJP TURF SPRAY HEAD I.fl 12' RAIN BllltD l!!l04-5AM-PR5-12VAN-PC5 POP-lJP TURF SPRAY HEAD VARIES 12' RAIN ellltD leo-l-SAM-PR5-1!5Gl-PC.5 POP-IJP TURF SPRAY HEAD o_q:z 15' RAIN BllltD l!!l04-5AM--PR.5-15H..PC.S POP-IJP TURF Sl"RAY HEAD 1.55 15' RAIN ellltD l!!l04-5AM--PR.5-15r-PCS l'OP-lJP TURF SPRAY HEAD S.1 15' RAIN ellltD l!!l04-5AM--PR.5-15VAN..PC.S l'OP-IJP TURF SPRAY HEAD VARIE!!l 15' RAIN E!llltD l!!l04-5AM-PR5-1!5EST ..PC.5 l'OP-IJP TURF SPRAY HEAD 0.65 4 1Xl!S1 RAIN SllltD l!!l04-5AM--PR.5-1!555T-F'C.5 POP-IJP TURF SPRAY HEAD I.SO 4'Xe!i0' RAINelRD 1504-SAM--PR.5-eH-PC.5 POP-UP TURF 5PRA Y HEAD 031 !!l' RAINelRD l!!l04-5AM--PR.5-!!lG-PC.5 POP-LIP TURF SPRAY HEAD .2e I!>' RAIN BIRD leoo-PA-E>5-el5E5T ..PC.5 POP-IJI" TURF SPR.,A,Y HEAD Ohl 6 1 X 1,• RAIN BIRD leoo-PA-!!l5-El15E5T-PC5 POP-IJP TURF SPR.,A,Y HEAD 121 b' X 2b' RAIN elRD l!!lOb-SAM-f'RS-eH-PC.5 POP-LA" 5HRUE! 5PRAY HEAD 031 !!l' RAIN elRD leob-SAM--PR5-00-PC.5 l'OP-IJP 5HRUE! 5PRAY HEAD .2e !!l' RAIN elRD l!!l00-PA-e5-E!l!5E5T ..PC.5 5HRUB SPRAY HEAD ON 12' RISER 0.65 12' RAIN BIRD leoo-PA-!!l5-El1!5E5T-F'C.5 5HRUB 5PRAY HEAD ON 12" RISER I .!!l 12' RAIN 5111tD l!!l00-PA-e5-E!l5E5T..PC.5 5HRUB 5PRAY HEAD ON 1::2' RISER VARIES 12' RAIN BIRD l!!l00-PA-e5-E!l5E5T..PC.5 5HRUE! SPRAY HEAD ON 1::2' RISER o.q2 1!5' RAIN BIRD l!!l00-PA-!!l5-Ell!5E5T-F'C5 5HRIJEl 5PRAY HEAD ON 12' RISER 1.1!>5 1!5' RAINelRD l!!l00-PA-!!l5-Ell!5E5T-F'C5 5HRIJEl 5PRAY HEAD ON 12' RISER VARIE!!l 1!5' RAIN BIRD l!!l00-PA-!!l5-E!l5E5T ..PC.5 5HRIJe SPRAY HEAD ON 12" RISER 0.6!5 4 1Xl!51 RAIN BIRD l!!lOO..PA-55-EllSEST..PC.5 5HRIJEl SPRAY HEAD ON 12" RISER I .!!l ~'X30' RAIN BIRD l!!l00..PA-!!l5-Ell!5E5T-PC5 5HRUB E!U6E!U:R ON 12" RISER 1.00 5' RAIN BIRD l!!l00..PA-e5-E!ISE5T-F'C5 5HRIJEl et.eE!LER. ON 12" RISER 03 5' RAIN BIRD lt'>OO--PA-55-EllSEST ..PC-5 5HRIJEl et.eE!LER ON 1::2" RISER 0.5 5' HUNTER P6++-ADV-OI POP-I.IP 5HRU6 ROTOR 0.1 25' HUNTER P5H-ADV-04 POP-UP 5HRU6 ROTOR lh ::25' HUNTER P5H-9t>V-01 POP-UP 5HRU6 ROTOR 9.4 25' HUNTER P5H-ADV-02 POP-UP 5HRU6 ROTOR 0.'1 50' HUNTER P5H-ADV-05 POP-UP SHRL/6 ROTOR 2.0 90' HUNTER P6H-9t>V-oe POP-I.IP 5HRU6 ROTOR 4.2 90' HUNTER P5H-ADV-04 POP-I.IP SHRL/6 ROTOR l.b 95' HUNTER P5H-ADV-06 POP-1.!P SHRL/6 ROTOR 2.1 95' HUNTER P5H-9bV-O'I POP-UP SHRUB ROTOR 5.5 95' HUNTER P5H-ADV-06 POP-UP SHRUB ROTOR ::2.1 40' HUNTER P5H-ADV-O=I POP-1.!P SHRU6 ROTOR 5.5 40' HUNTER P5H-5bV-12 POP-UF SHRL/6 ROTOR 19.::2 40' NOTE, AL.L. HEADS AOJAC,ENT TO PAVINIS, OR DE516NATE1' l'IITH A • NEXT TO THE HEAD SHALL 6E POP-UP HEADS - leob-SAM-1'1<5 SERIES FOR RAIN 611<1' HEADS AN1? P6H SERIES FOR HJNicR HEADS. i'IA TER Ml:TER EIY DEVELOPER PSI 90 90 90 90 90 so !50 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 !50 90 50 90 50 50 50 50 50 50 50 50 50 50 50 50 HIT f'ROC>UCTS 500-R SERIES REMOTE GOll'TROL VALVE (1-IGN-POTASI..E i'IATER) -SIZE F'ER PLAN -(I) L--RP RECEIVER PER VALVE iU5E EASY RAIN GONlROl.l.ER5 FOR USE f'IITH VALVES ON HOMEOl"INER'S PROPERTY) RAIN BIRD RAIN BIRD CHAMPION DV SERIES REMOTE c.oNTROL VALVE ASVF SERIES REMOTE CONTROL VAi.Yi; *2 SERIES ATMOSPHERIC VACUl.l-1 BREAKER l'IITH UNION -LINE SIZE -MOUNT 12" Hll5HER THAN H16HEST HEAD IN SYSTEM NELSON GIUIGK GOJPI..ER VALVE FOR RECYGLED i'IATER NELSON Mooa. 111"'45 V£ATHERMATIG iOOODl'l SERIES MASTER REMOTE CONTROL VALVE KIN5 6!<05. TRIJE-lJNION PI..A5TIG BALL VALVE -LINE SIZE 0 HIT PRODIJGTS L.061G 2 AIJTOMATIC 2 l'IIRE GONlROLL.ER f'IITH RAIN SHl/T--oFF DEVICE -PEDESTAL MOUNT @J HARDIE 'EASY-RAIN' CONTROLLER -LOCATE IN 6ARA61= ® GAL SENSE FMI .255 FLOl'I 5EN50R [gj FE6CO &25Y REOUC,ED PRE55IJRE 6AC-KFLOl'I PREVENTER ® V£ATHERMATIG PRE55IJRE RE6l.lLATOR • XPR PVC GL 200 LATERAL LINE -SIZE F'ER PLAN -12' MINIMJM GOVER -::1/4" MINIMJM SIZE ----PVC 5CHEDIJLE 40 MAIN LINE (H/2" OR SMALL.ER) -SIZE PER PLAN -I&" MINIMUM COVER PVC GL.915 MAIN LINE (2" OR LAR6El's/ -SIZE F'ER PLAN -I&" MINIMUM GOVER FOR 2-1/2" AND LESS 24" GOVER FOR !1'-5-11.2" PIFE PVG CLA55 200 SLEEVE -Tl'IICE THE SIZE OF i'IORKIN6 LINE PVG PAC,IFIG PLA5TIGS 'GYGLE FLOl'1' CL 200 REGYGLED LATERAL LINE ~LE) -SIZE PER PLAN -12' MINIMUM GOVER -9/4" MINIMUM SIZE PVC PAC-IFIG PLASTIGS 'CYGLE FLOl'1' SCHEDULE 40 REGYCLED MAIN LINE ~LE H/2" OR SMALLER) -SIZE PER PLAN -I&' MINIMUM GOVER , PVC CL:115 RECYC.LEP MAIN LINE ~PLE 2' OR LARe>ER) -SIZE PER PLAN -I&" MINIMUM GOVER FOR 2-1/2" AND LESS 24" COVER FOR PIPES 9' AND LAR61:R SLEEVES SHALL BE A5 FOLLQf"6, -MAINS, l'IIR.E, AND LATERALS UNDER VEHICLE PAVIN6 TO BE IN SEPARATE PVG SCHEDIJLE &O SLEEVES l'IITH 50" COVER. • MAINS AND l'IIRE UNDER PEDESTRIAN PAVIN5 TO BE IN SEPARATE PVC SCHEDULE 40 SLEEVES l'IITH I&" GOYER. -LATERALS UNDER PEDESTRIAN PAVIN5 TO BE IN PVC SCHEDULE 40 SLEEVES l'IITH 12" COVER. VALVE CALLOVT FOR CO~ON AREA IRFl.16ATION ---CONTROLLER -GONlROLLER 5EGIA=NGE ~ 6PMDEMAND ~ -VALVESIZE VALVE CAL.L.OVT FOR HOMEOl'INER IRRl6ATION I SH2ET I CITY OF CARLSBAD ISH~ PLANNING DEPARTMENT IRRIGATION LEGEND, N01ES, ANO DETAILS FOR: Calavera Hills II Village X C.T. ()()-()2 pi, ~OV"'"/U,_.n Lz.-1~03. ASSISTANT PLANNING DIRECTOR DATE INrrlAL DA1E INITlAL DATE INITIAL OWN BY:-:m;m::::::: CHKD BY: XXXXXX PROJECT NO. DRAWING NO. RLA #2919 INSPECTOR DATE ELEVATION: 68.479 DAMI: NGVO OF 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 01-06 405-4L CMWD __ -__ 'i I' I 2 5 BALL VALVE 2 NOTE: 11 0 ROUND PURPLE PLASTIC VALVE ® BOX, AMATEK OR EQUAL FINISH GRADE 0 BALL VALVE 0 INTEGRAL UNIONS ® PVC SCH. 40, 45' ELL (TYP) © PVC PRESSURE MAINLINE PIPE (SEE SPECS.) 0 1 CU. FT. PEA GRAVEL ® 2X4 REDWOOD OR BRICK BLOCKING ® DEPTH-SEE SPECIFICATIONS 0 FINISH GRADE/TOP OF MULCH ® QUICK-COUPLING VALVE WITH LOCKING PURPLE CAP NTS 0 VALVE BOX WITH PURPLE COVER: 6-INCH SIZE 0 3-INCH MINIMUM DEPTH OF 3/ 4-INCH WASHED GRAVEL ® PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) © BRICK (1 OF 2) 0 PVC SCH 40 STREET ELL @ PVC SCH 40 TEE OR ELL ® PVC MAINLINE PIPE @) PVC SCH 40 ELL @ 2" x 2" REDWOOD STAKE W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. QUICK-COUPLING VALVE CD PLANT MATERIAL @ FINISH GRADE/TOP OF MULCH 0 POP-UP SPRAY SPRINKLER: 0 PVC SCH 80 NIPPLE (LENGTH /',S REQUIRED) ® PVC SCH 40 ELL ® PVC SCH 40 STREET ELL 0 PVC SCH 40 TEE OR ELL ® PVC LATERAL PIPE NOTE: FOR SLOPE APPLICATIONS, MOUNT HEAD PERPENDICULAR TO DIRECTION OF SLOPE. POP-UP SPRAY SPRINKLER NTS B F 0 PLASTIC NOZZLE Wlitt PURPLE CAP ® BRASS SHRUB ADAPTER 0 PLANT MATERIAL 0 FINISH GRADE/TOP OF MULCH ® UV RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) © PVC SCH 40 ELL 0 PVC SCH 40 STREET ELL @ PVC SCH 40 TEE OR ELL ® PVC LATERAL PIPE NOZZLE ON RISER I PGJC 2 QR :, 1BBK'JJIClN CONTROi i ER BACK VIEW OF THE BOX 1----10.00 . I WM.!. MOUNT _J FRONT VIEW OF THE l!IOX ,,-~ OUTSIDE WALL 0 0 0 0 0 0 LOGIC 2 ill OR 3 0 0 • 0 UOUNTING J Off~ • HOLES • POWER WIRES 2-WIRE PATH NTS 8 NOTE: 0 ROTOR SPRINKLER WITH PURPLE CAP ® PLANT MATERIAL 0 FINISH GRADE 0 UV RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ® PVC SCH 40 ELL © PVC SCH 40 STREET ELL 0 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) @ PVC LATERAL PIPE ® PVC SCH 40 TEE OR ELL @) STRAP @ #3 REBAR 6 1. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. ROTOR SPRINKLER NTS 0 BOX DEPTH: 5.00 0 8 110V CONDU• TO VALVES 12" MIN REQ. VERT. SEPARATION 3 CONTROL WIRE SCHEDULE ~ COMMON CONTROL I VAL.VF. NO. 14 + 14 2500' NO, 12 + 12 •ooo' NO. 10 + 10 7500' N0.8+8 - CONTROLLER 3 2 VALVES 3 VALVES '4-VALVES 1000' -- 5000' 2!00' - 7500' 7500' 7500' --- LEGEND 0 STREET SURFACE 0 POTABLE SERVICE LINE 0 RECLAIMED WATER IRRIGATION MAINLINE W/ SLEEVE i 0--•t------,@ NOTES: ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" AND "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" OCTOBER 1993 WALL MOUNT G POTABLE MAIN LINE CROSSING H P.E. REVIEWED INSPECTOR DATE, 1/::24/05 DRAV'lN BY, JRJ/MMO JOB NUMBER, 0::206"1.I FILE, REVISIONS, "AS-BUILT " EXP. DATE BY: DATE I i A ¢10WftRD ft)SOClftTtS ... LANDSCAPE ARCHITECTURE 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 BENCHMARK: DESCRIPTION: STANOARIJ ltl-10 STR££T C£NT£Rl/NE tlFll. ltl{N(JAIENT LOCATION: C£NlEH1.INE OF B. CAAi/NO REAL AT ENGINEER'S STAllON -15#92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH l.EVEl.S {NO. COUNTY ',£RT. CON'fROI. OA TA) ELEVATION: 68.419 OA Tl/II: NGW OF 1929 l(J DATE INITW.. ENGINEER OF WORK 10 5 0 COPPER UNION (1 OF 2) ® REDUCED PRESSURE BACKFLOW PREVENTER: RAIN BIRD RP-QT 0 COPPER MALE ADAPTER (1 OF 2) 0 COPPER 90' ELL (1 OF 4) ® COPPER PIPE (TYPICAL) © FINISH GRADE (j)PVc MALE ADAPTER c:::,li'il.ar:..,. 7 @ IRRIGATION 1 MAINLINE PIPE ® COPPER FEMALE ADAPTER @) "SCHEDULE K HARD COPPER" PIPE FROM POINT-OF- CONNECTION NOTE: 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 BACKFLOW PREVENTER CD FINISH GRADE NTS ® ROTOR POP-UP SPRINKLER 0 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 0 PVC SCH 40 ELL @ PVC SCH 40 STREET ELL ® PVC LATERAL PIPE 0 PVC SCH 40 TEE OR ELL 5 N01E: 1. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. ROTOR POP-UP SPRINKLER METER BOX AND METER--,. 51DEV'lALK~ CURB~/17--i=-~'.:::._=--=,...;:::.....=--=--.~1,[~:=:=::::;n,__ _ _j_ ___ _ ~L---' A~X. e>' t POTABLE SERVICE LINE ---12' MINIMUM ' 10' MINIMUM TO POTABLE MAINLINE IN STREET RECYCLED V'lATER IRRlt!:,ATION MAINLINE v-l/5LEEVE - NOTE, VERTICAL CLEARANCE OF 12" MINIMUM 15 MANDATORY Y'lHEN CR055IN6 NTS PATH OF A POTABLE Y'IATER LINE. INSTALLATION OF RECYCLED J,',IATER IRR.I6ATION MAINLINE 24" FROM FACE OF 5IDEV'lALK V'llLL PROVIDE THE NECE55ARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. POTABLE SERVICE LINE CROSSING I SH3ET I IRRIGATION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD I SH!6~ PLANNING DEPARTMENT DETAILS FOR: Co/avero Hills II Village X c.r. 00-02 ~ ROV~ ,~, I 2.-IS' .-a3 ASSISTANT PLANNING DIRECTOR DATE OWN BY:~ PROJECT NO. DRAWING NO. DATE INrTIAL DATE INITIAi.. CHKD BY: XXXXXX CT 01-06 405-4L REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD __ -__ _ 122303 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. • D~ \'O'Wtl l,t: /l!-.l,f-~ "t 8/4" I• I -l/4" 1-1/4" DATE, 1/24/03 DRAV'IN BY, JRJt')vfM0 JOB NUMBER , 0206"1 .I FILE, REVIS IONS, ... ¢10WflRD ft)SOClftltS ,,. 2835 Camino del Rio South Suite 210 San Diego, California 921 08 (619)718-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT " P.E. EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE / I • I I /4 • • ~ I J @!I 10 DiE1 I / ~ '\ '\ / \ \ 40 I \ \ \ \ \ \ North 1" = 4 0' \ \ See Calavera Hills II Arterial Streetscape Plans for Irrigation in this Area (See Drawing No . 390-9P) FOR IRRIGATION LEGEND AND NOTES , SEE SHEET 2 \ \ KEY MAP ',~ 1~ 20 0 40 80 120 I \. '. ~--1 __ 1--------,1 -I \ @ NORTH -----....l GRAPHIC SCALE ~ CITY OF CARLSBAD I sHgrB l----+----+--------------1----+---+--+----t L±_j PLANNING DEPARTMENT ~ l----+----+--------------1----+---+--+----t BE NC HMARK : DESCRIPTION: LOCATION: STANDARD 11-10 STREET CENTERI.JNE 11W. MONIHIENT CENTERLJNE OF £1. CAMINO REAL AT ENQNEER's STATION -151+92 PER R.S 1800-1 RECORD FROt.t: COfJNTY BENCH l..flf/..S (Na COfJNTY 'rfRT. CONTRCK. DA TA} ELEVATION: 68.-179 OATIJM: NG',O OF 1929 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL IRRIGATION PLAN FOR, Colovero Hills II Village X OWN BY: PROJECT NO . CHKD BY: xxxxxx CT 01 -06 RVWD BY: C.T. 00-02 I DRAWING NO. 405-4L CMWD __ -_ 020206 POINT OF CONNECTION #II TO BE A 1-1/2 " RECLAIMED 1"4ATER METER 1"4ITH A 1-1/2 " REDUCED PRESSURE BACKFLOl-'4 PREV ENTER. STATIC PRESSURE @ METER ELEV ATION 260=126 PSI I I ,1 N I 46 1® © . I ;/~;!'.!]~~ ' ' •• ~' 1 •• ._., \~3/ .... I '11,.q 3 North 1" = 40' 40 20 0 40 80 120 ~I -~j----'-----1 -~ 1f-----1 GRAPHIC SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PL ANTING AREAS. ' CONTROLLER 'H' -42 STATIONS METER TO BE MAINTAINED BY HOMEOl-'4NER'S ASSOCIATION. MAXIMUM 6-PM'S = 5"1 . TOT AL AREA SERV ED = 52,000 SF. I , I • I ;- // DATE, 1/24/03 DRA~N BY, JRJ/MMO .JOB NUMBER , 0206"1.I FILE, REVISIONS, ... ¢10WflRD ft)SO ClflltS ..-~ 2835 Camino de l Rio South Suite 21 0 San Diego, Ca lifornia 92108 (61 9)718-9660 FAX (619)718-9669 RLA #2919 P.E. POINT OF CONNECTION #Cf TO BE A 1-1/2 " RECLAIMED 1"4ATER METER 1"4ITH A 1-1/2 " REDUCED PRESSURE BACKFL Ol-'4 PREV ENTER. STAT IC PRESSURE @ METER EL EVATION 260=125 PSI CONTROLLER 'I' -42 STATIONS METER TO BE MAINTAINED BY HOMEOl-'4NER'S ASSOC IATION. MA XI MUM 6-PM'S = 13 ."I . TOTA L AREA SERV ED = 142,300 SF. "AS-BUILT EXP . DATE REVIEWED BY: INSPECTOR DATE FOR IRRIGATION LEGEND AND NOTES, SEE SHEET 2 100 236.5 POINT OF CONNECTION '1 3 ' TO BE A 1-1/2 " RECLAIMED l"-IATER METER 1"4ITH A 1-1/2 " REDUCED PRESSURE BACKFLOl-'4 PREV ENTER. STATIC PRESSURE@ METER ELEV ATION 250=130 PSI CONTROLLER 'K ' -42 STATIONS METER TO BE MAINTAINED BY HOMEOl-'4NER 'S ASSOCIATION. MAXIMUM 6-PM'S = 2 1.5. TOTAL AREA SERV ED = 4 ,400 SF. See Calavera Hills II Arterial Streetscape Plans for Planting in this Area ___,,-4-\----\~+----\ ( See Drawing No . 390-9P) \ ~-.,,,-, ~' \ \ \ 9/. ,~ \~ _,.-,-.,1.1 I. 9/ \ \ 13 9 . \ \ I \ I \ ~\ ~ ,,,i•• -----Jllhl""-'-1 -sE.E. E,E.1 7 PRESSURE LOSS CALCULATION PROJECT NAME: Calavera Hills II -Village X DATE: 10/28/02 WATER DISTRICT: CMWD HGL: 550 METER DESIGNATION: 'I' METER LOCATION: End of Street 'F' METER SIZE: 1-1/2" METER ELEVATION: 260' STATIC PRESSURE@ METER: 138 VALVE#: 1-22 VALVE SIZE: 1" LATERAL LINE PIPE SECTION A B C D E PIPE TYPE CL200 A. TOTAL LAlERAL SYSTEM LOSS MAIN LINE PIPE SECTION A B PIPE TYPE SCH.40 SCH. 40 B. TOTAL MAINLINE SYSTEM LOSS MISCELLANEOUS LOSS / GAIN PSI SIZE LENGTH GPM LOSS 3/4" 32' 6.8 .71 30' 8.8 1.06 1" 29' 10.8 .91 1-1/4" 16' 17.6 .52 1-1/2" 64' 29 2.64 5.84 PSI SIZE LENGTH GPM LOSS 2M 1080' 29 6.48 3M 2250 29 2.03 8.51 WATER METER: 2.1 BACKFLOW PREVENTER: 12.5 MASTER CONTROL VALVE: 2.1 FLOW SENSOR: 1.00 BALL VALVE(S): 3.00 CONTROL VALVE: 1.50 HEAD LOSS / GAIN IN SYSTEM: -29.4 C. TOTAL MISC.LOSS /GAIN -7.2 D. TOTAL SYSTEM LOSS /GAIN (A+B+C) 7.15 E. FITTING LOSSES (15% OF TOTAL LOSSES) 1.07 F. MIN. REQ. PRESSURE AVAILABLE AT ME"FER. HEAD 50 G. DESIGN PRESSURE (D+E+f) 58 .22 H. PRESSURE AVAILABLE AT METER 125.1 I. RESIDUAL PRESSURE (H·G) 66.88 PRESSURE LOSS CALCULATION PROJECT NAME: Calavera Hills II -Village X DATE: 10/28/02 WATER DISTRICT: CMWD HGL: 550 METER DESIGNATION: 'N' METER LOCATION: Sta. 89+50 at College Blvd. METER SIZE: 1• METER ELEVATION: 250' STATIC PRESSURE@ METER: 142 VALVE#: N-8 VN...VE SIZE: r LATERAL LINE PIPE SECTION PIPE TYPE PSI SIZE LENGTH GPM LOSS A B CL200 3/4" 60' 7.1 1.3 1-1W 12 21.5 .18 A. TOTAL LATERAL SYSTEM LOSS 1.48 MAIN LINE PIPE SECTION A PIPE PSI TYPE SIZE LENGTH GPM LOSS SCH. 40 1-112• 815 21 .5 10.5 B. TOTAL MAINLINE SYSTEM LOSS MISCELLANEOUS LOSS / GAIN 10.5 WATER METER: 2.1 BACKFLOW PREVENTER: 12.5 MASTER CONTROL VALVE: 1.8 FLOW SENSOR: 1.00 BN...L VALVE(S): 3.00 CONTROL VALVE: 1.50 HEAD LOSS / GAIN 1N SYSTEM: -1.43 C. TOTAL MISC. LOSS I GAIN 20.47 D. TOTAL SYSTEM LOSS / GAIN (A+B+C) 32.45 E. FITTING LOSSES (15% OF TOTAL LOSSES) 4.87 F. MIN. REQ. PRESSURE AVAILABLE AT METER HEAD 50 G. DESIGN PRESSURE (D+E+F) 87.32 H. PRESSURE AVAILABLE AT METER 129 I. RESIDUAL PRESSURE (H-G) 41 .8 KEY MAP \-----....... \ ',, \ -.✓ \ \ J Ii 'I ~: •I '·------- ·" ;'\ / \ / . , --1---+-----------+--+--t----+--l sHSEET I CITY OF CARLSBAD 1s2IDJ t-~::::::::::::::-'===::::P:::LA:::N::::N:::IN:::G:::::::D:::E::::PA:::R:::::T:::ME::::N:::::T==~=== BENCHMA DESCRIPTION: STANDARD Al-10 STREIT CENTERUNE #Ell Al~/JA/£NT LOCATION: CENTERUNE CF EL CAIi/NO REAL AT ENGINEER's STATT~ -fM+92 PER R. S I 800--I COUNTY BENCH LE',flS (Na COUNTY '£RT. RECORD FROM: DATE INrTIAL wtTT?a. DATA) ELEVATION: 68.~79 OA TUAI: NG.V CT 1929 ENGINEER OF WORK DATE INflW. DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IRRIGATION PLAN FOR, Colovero Hills II Village X C.T. 00-02 ~A~R~~~o/le«L!:.~-------Q~0 -0J ASSISTANT PLANNING DIRECTOR DATE DWN BY: -""'"'---PROJECT NO. DRAWING NO. 2~8 ~~: xxxxxx CT O 1-06 405-4L CMWD __ -_ 122303 020206 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. • • X \ • ' • f 124 GENERAL PLAN OPt(v SPACE ! f DATE, 1/24/03 DRAl'IN BY, J RJ/MMO JOB NLJMBER, 0206~.I FILE, REVISIONS, I I \ ... <l:IOWflRD ft)SOClflltS T \ \ 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)71 8-9669 RLA #2919 ' 55© 65.0 500© 1-1/2 " "AS -BUILT " P.E. EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 28 213.0 . r-- -- l!Dt-r ~__,Ytf~I I 82 212.4 I I BENCHMARK : DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANOARO Al-10 STREET CENTERUNE /1£1.1 AICW/JAIEN T CENlERIJNt: CF El CAIi/NO REAL AT ENGINEER'S STAlla-1 -15#92 PER R.S 1/JOtrf CO/JNTY BENCH l.flEZ.S (Na COUNTY 1£/?T. COITRa. OATA) 68.,f.79 OAMf: NG',fJ CF 1929 DATE INITIAL ENGINEER OF WORK ,41t I • :::,---0 -~ 1.• ----= REVISION DESCRIPTION ~ ,~ -~ ~ • DATE FOR IRRIGATION LEGEND AND NOTES, SEE SHEET 2 North 1" = 40' 40 40 80 I INITIAL DATE I I GRAPHIC SCALE INITIAL. KEY MAP CITY OF ... ,~ ' ', I \ @ NORTI< ------..l. CARLSBAD I SH6ET I PLANNING DEPARTMENT I SH2b~ IRRIGATION PLAN FOR, Calavera Hills II Village X C. T. IJ0-02 ~~,r~~ Po, 'TI ~ /2-IS:03 ASSISTANT PLANNING DIRECTOR DATE DWN BY:~ PROJECT NO. CHKD BY: XXXXXX OTHER APPROVAL CnY APPROVAL RVWD BY: I CT 01-06 I DRAWING NO. 405-4L CMWD __ -__ _ 122303 020206 --Q) • co -~ I-E~-i w w I -~ CJ) w -• w -CJ) -w -~ -z -....J -I u I-<( ~ APPROVED FOR PLANTING 33 210.6 AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 5.4 5.4 3/4 9/4 34 210.1 ,-.., I I I ' / 35 209.6 I' 36 209. f:;.5.0 216.1 ) DATE, 1/24/0:3 DRA~N BY, JR..J/MMO JOB NUMBER, 0206"1.I FILE, REVISIONS, ' I ,· ,\~' --:..:.:---'9 2" M M 18 --:;.:::'. ____ ==l = -==-~-- ELECTRIC-AL 0 c, 1£R SIGHT 01ST. -~J ~- SLEE E r+"'i!"IJ r+"'[8] .A. ¢10WflRD ft)SOClftTtS T 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)71 8-9669 RLA #2919 "AS-BUILT P.E. EXP. ___ _ REVIEWED BY: INSPECTOR " DATE DATE \ I' \ \ \ CONTROLLER 'j ' -24 STATIONS POINT OF CONNECTION 11 12 TO BE A 1-1/2" RECLAIMED V'lATER METER V'llTH A 2 " REDUCED PRESSURE BAC-KFLOV'l PREVENTER. STATIC-PRESSURE@ ELEVATION 20"1 = 141 PSI METER TO BE MAINTAINED BY HOMEOV'lNER 'S ASSOCIATION. i"!AXIMUM GPH'S = 42. TOTAL AREA SERVED = "1,1 :36 SF. See Calavera Hills II Arterial Streetscape Plans for Planting in this Area (See Dra wing No. 390-9P) 14.1 PRESSURE LOSS CALCULATION PROJECT NAME: Calavera Hills 11 -Village X DATE: 10/28/02 WATER DISTRICT: CMWD HGL: 550 METER DESIGNATION: 'O' METER LOCATION: Sta. 13+00 at North side of Street 'A' METER SIZE: 1-112• METER ELEVATION: 195' STATIC PRESSURE@ METER: 166 VA!.VE#: 0-3 VALVE SIZE: 1" LATERAL. LINE PIPE SECTION PIPE TYPE PSI SIZE LENGTH GPM LOSS A B C D E CL 200 A TOT AL LATERAL SYSTEM LOSS 3/4" 73' 9.4 2.55 1" 60' 15.30 1.46 1-1/4" 61' 24.75 1.28 1-1/2" 54' 31.47 .89 2" 65' 36 1.95 8.13 PIPE SECTION PIPE PSI MAIN LINE TYPE SIZE LENGTH GPM LOSS A B SCH. 40 2-1/2" 290 36 6.78 SCH. 40 2" 1903 40 21.8 B. TOTAL MAINLINE SYSTEM LOSS MISCELLANEOUS LOSS/ GAIN WATER METER: BACKFLOW PREVENTER: MASTER CONTROL VALVE: FLOW SENSOR: BALL VALVE($): CONTROL VALVE: HEAD LOSS I GAIN IN SYSTEM: C. TOT AL MISC. LOSS I GAIN 29.3 2.1 12.5 1.8 1.00 3.00 1.50 -29.4 0. TOTAL SYSTEM LOSS/ GAIN (A+B+C) -7.5 29.93 4.48 50 84.41 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) 153.1 68.69 FO R IRRIGATION LEGEND AN D NOTES , SEE SHEET 2 \ \ \ \ \ \ \ \ J-14 \ I' \ \ \ \ \ \ \ North \ 1" = 40' ~ \ \ \ 40 40 80 120 BENCHMARK : DESCRIPTION: STANOARD 11-10 STREIT CENTERIJNE HEl1. Al(AV(JAIENT LOCATION: CENlERL/NE (F El CAMINO REAL AT ENCINEEJ?'S STATT~ -IM-+92 PER R.S 1800--1 RECORD FROf.l: COUNTY BENCH lflUS (Na COUNTY .v?T. C(l'{TRa. OATA) ELEVATION: 68.-179 OATIJAI: NC',fJ (F 1929 \ \ ::: ~ ti,,\\ ""', DATE INITIAi. ENGINEER OF WORK I I I ! GRAPHIC SCALE DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE PRESSURE LOSS CALCULATION PROJECT NAME: Calavera Hills 11 -Village X DATE: 10/28/02 WATER DISTRICT: CMWO HGL: 550 METER DESIGNATION: 'J' METER LOCATION: Sta. 99+00 West side of College Blvd. METER SIZE: 1-1/2" METER ELEVATION: 248' STATIC PRESSURE@ METER: 144 VALVE#: J-20 VALVE SIZE: 1" LATERAL LINE PIPE SECTION A B C D PIPE TYPE CL200 A. TOTAL LATERAL SYSTEM LOSS PSI SIZE LENGTH GPM LOSS 3/4" 70' 9.82 3.01 1" 12' 13.52 .21 1-1/4" 13' 17.22 .13 2" 31 42 1.08 4.43 PIPE SECTION PIPE PSI MAIN LINE TYPE SIZE LENGTH GPM LOSS A B SCH. 40 2" 70' 42 .80 SCH. 40 2-1/2" 230 42 3.98 B. TOTAL MAINLINE SYSTEM LOSS MISCELLANEOUS LOSS I GAIN 4.78 WATER METER: 2.1 BACKFLOW PREVENTER: 12.5 MASTER CONTROL VALVE: 1.8 FLOW SENSOR: 1.00 BALL VAL VE(S): 3.00 CONTROL VALVE: 1.50 HEAD LOSS I GAIN IN SYSTEM: 11.69 C. TOTAL MISC. LOSS /GAIN 33.59 D. TOT AL SYSTEM LOSS I GAIN (A+B+C) 42.8 E. FITTING LOSSES (15% OF TOTAL LOSSES) 6.42 F. MIN. REQ. PRESSURE AVAILABLE AT METER HEAD 50 G. DESIGN PRESSURE (D+E+F) 99.22 H. PRESSURE AVAILABLE AT METER 126.1 I. RESIDUAL PRESSURE (H-G) 26.88 PRESSURE LOSS CALCULATION PROJECT NAME: Calavera Hills n -Village X DATE: 10/28/02 WATER DISTRICT: CMWD HGLc 550 METER DESIGNATION: 'H' METER LOCATION: Station 78+70 at College Blvd. METER SIZE: 1-112· METER ELEVATION: 301' STATIC PRESSURE@ METER: 121 VALVE#: H-1 VALVE SIZE: 1·1/2. LATERAL LINE PIPE SECTION A B C D E PIPE TYPE CL200 A. TOT AL LATERAL SYSTEM LOSS PSI SIZE LENGTH GPM LOSS 3/4" 32' 6.8 .71 30' 8.8 1.06 1" 29' 10.8 .91 1-1/4" 16' 17.6 .52 1-1/2" 64' 29 2.64 7.52 PIPE SECTION PIPE PSI MAIN LINE A B TYPE SIZE LENGTH GPM LOSS SCH. 40 1-1/2" 331' 29 7.54 SCH.40 2" 1903 40 21.8 B. TOT AL MAINLINE SYSTEM LOSS MISCELLANEOUS LOSS I GAIN 10.09 WATER METER: 2.1 BACKFLOW PREVENTER 12.5 MASTER CONTROL V/IJ....VE: 1.8 FLOW SENSOR: 1.00 BALL VALVE(S): 3.00 CONTROL VALVE: 1.50 HEAD LOSS I GAIN IN SYSTEM: 3.89 C. TOTAL MISC. LOSS / GAIN 25.79 D. TOTAL SYSTEM LOSS / GAIN (A+B+C) 43.4 E. FITTING LOSSES (15% OF TOTAL LOSSES) 6.51 F. MIN. REQ. PRESSURE AVAILABLE AT METER HEAD 50 G. DESIGN PRESSURE (D+E+F) 99.91 H. PRESSURE AVAILABLE AT METER 125.1 I. RESIDUAL PRESSURE (H-G) 25.19 KEY MAP /~\ / \ / ', I S7ET I CITY OF CARLSBAD ISH26~ PLANNING DEPARTMENT IRRIGATION PLAN FOR: Calavera Hills II Village X C.T. 00-02 A\'JirOV~ ., '2-/S"-m ASSISTANT PLANNING DIRECTOR DATE DWN BY:-:mm:::::::: PROJECT NO. DRAWING NO. INITIAi. CHKD BY: XXXXXX CITY Af'PROVAL RVWD BY: I CT 01-06 I 405-4L CMWD 122303 O'l.07-06 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RECREATION CENTER LOT 117 DATE, 1/24/03 DRAY'sN BY, JR-.1/1'11'10 JOB NUMBER, 020€>"1. I FILE, REVI S IONS, ... gjOWftRD ftSSOC lftlf S T 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (61 9)718-9669 RLA #2919 I I I I ' "AS-BUILT " P.E. EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE 1 .8 1.8 K-19 I" 25.5 14.85 K-16 FOR IRRIGATION LEGEND AND NOTES, SEE SHEET 2 BENC HMARK : DESCRIPTION: STANDARD 11-10 STREET CENlFRl/NE IElJ. JICW/JIIENT LOCATION: CENlFRl/NE OF El CAJIINO REAL AT DICINEH?'S STA71(7( -15#92 PER R. S 1800-1 RECORD FROM: COIJNTY BENCH I.Dfl.S (Na COUNTY VERT. CONTRa OATA) ELEVATION: 68.-119 OAllJM: NG'lf) OF 1929 25.1 .J-29 I II OATE INITlAI. ENGINEER OF WORK 20 I North 1" = 20' 10 0 20 40 60 ~t----1--1--1 GRAPHIC SCALE DATE INITlAI. DATE INmAL REVISION DESCRIPTION OTHER APPROVAL Cm' APPROVAL KEY MAP / ,'. /\ / \ / ', I SH8ET I CITY OF CARLS BAD I SH26~ PLANNING DEPARTMENT IRRIGATION PLAN FOR: Calavera Hills II Village X C.T. (){)-{)2 AP p ~Eo/ /2-10-(fJ o~, ASSISTANT PLANNING DIRECTOR DATE OWN BY: " I PROJECT NO. I DRAWING NO. CHKD BY: XXXXXX CT 01-06 RVWD BY: 405-4L CMWO _-__ _ 122301 020206 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. 1.2SCOPE: 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 FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER/DEVELOPER. .2 THE GUARANTEE FORM SHALL BE RETYPED ONTO THE CONTRACTOR'S LETTERHEAD 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: (P ~OJECT NAME) C. LOCATION: ( EGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED: TITLE ADDRESS I TELEPHONE SIGNATURE AND DATE: APPROVED FOR PLANTING 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-BUil T 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 LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR AT THE RATE OF $100,00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THE INCONVENIENCE. NO FURTHER INSPECTIONS WILL BE SCHEDULED UNTIL THIS CHARGE HAS BEEN PAID. THE CITY WILL REQUIRE AS-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 NOZ2LE 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 IFI NAL 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 .. ¢10WftRD fl~SOClfllfS T "AS-BUILT " AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 1/24/03 DRAf'lN ElY, JRJ/MMO JOEl NUMBER, 020b"I.I FILE, 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 P.E. EXP. ___ _ REVIEWED BY: REVl510N5, RLA #-2919 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 1/4 INCH IN SIZE. .6 UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES 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.GATEVALVES D. IRRIGATION CONTROL VALVES E. QUICK COUPLER VALVES F. ROUTING OF CONTROL WIRES G. AUTOMATIC CONTROLLERS H. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE ARCHITECT) .7 MAINTAIN AS-BUILT DRAWINGS ON THE SITE AT ALL TIMES. THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANYTIME. .8 MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALL-POINT PEN). USE ERADICATING FLUID WHEN REDOING DRAWINGS. CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND PROFESSIONAL MANNER. RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB-SITE DURING CONSTRUCTION. .9 THE LANDSCAPE ARCHITECT SHALL PROVIDE A COMPLETE SET OF 'AS-BUil r MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. LANDSCAPE ARCHITECT WILL BE REQUIRED TO TRANSFER ALL AS-BUILT INFORMATION TO MYLARS. AS-BUil TS SHALL BE ON CITY ORIGINAL MYLARS. 1.7.2 CONTROLLER CHART .1 AS-BUil T 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 CONffiOLLER AND A CORRESPONDING LEGEND OF THE EQUIPMENT INSTALLED . .3 THE CHART SHALL BE A REDUCTION OF THE ACTUAL AS-BUILT SYSTEM DRAWING. IF THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED, ENLARGE IT TO A SIZE THAT WILL BE READABLE WHEN REDUCED . . 4 CHART SHALL BE BLACKLINE PRINT 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 PROJECT, 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 (REGEIVED BY AND DATE) G. OPERATION AND MAINTENANCE MANUALS FURNISHED (RECEIVED BY AND DATE) .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 CALIBRATING 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. H. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED ~BY~A:N~D~~D1AT~E:''==Jr=================================~=====~=====r=====r====~-::==:::::==============;-::==::::::1 I. MANUFACTURER WARRANTEES (RECEIVED BY AND DATE) -~ w ~ J, WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE)l----+---1--------------+----+----+--+---l SHgEET CITY OF CARLSBAD SH:; BENCHMARK: DESCRIPTION: STANOARO 11-10 STREET CENTERt.lNE 11W. IIOMJU£NT LOCATION: CENlERl.lNE OF £l CAMINO REAL AT ENCINEER's STAT/ON "5#92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH ££1£1.S (Na COUNTY 1£/?T. CONTROl. OATA} ELEVATION: 68A-79 OA 71/M: NG',,V OF 1929 ::==='...====P:::LA:::N:::N:::IN:::G:::::::D:::E=PAR:::::::::T:::M:::E::::NT====::::.V:::::::::::::! IRRIGATION SPECIFICATIOOS FOR: Calavera Hills II Village X C.T. fXH12 1----+----+----------------+----,l-----+---+----I ~Rovr~_, ~ I 'v'I , 14....-______ /.2-E"--qJ ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVIII. CllY APPROVAL DWN BY: -m:::: PROJECT NO. I DRAWING NO. 2~g ~~; xxxxxx CT O 1-06 _ 405-4L CMWO 122303 ' 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. 2.1.5 AUTOMATIC CONTROL WIRE: . 1 ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14 SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 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. 2.1.7 120 VOLT WIRE TO CONTROLLER .1 120 VOLT WIRE SHALL BE PER LOCAL CODE AS TYPE, SIZE AND QUALITY INSTALL UL 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. VAL VE BOXES SHALL BE PURPLE IN COLOR 2.1.12 SPRINKLER HEAD: .1 SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS. ALL SPRINKLER HEADS ARE TO HAVE FACTORY BUILT IN CHECK VALVES OR A CHECK VALVE UNDER EACH HEAD. SPRINKLER HEADS SHALL HAVE A FACTORY COLORED "PURPLE RECLAIMED WATER" DESIGNATION AS A PART OF THE SPRINKLER OR IF NOT AVAILABLE BE PAINTED PURPLE AS DIRECTED BY THE CITY OF CARLSBAD. APPROVED FOR PLANTING DATE, 1/24/0S 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 RATED TO 150 PSI. 2.1.17 ATMOSPHERIC VACUUM BREAKER: .1 ATMOSPHERIC VACUUM BREAKER 3/4" AND 1" SIZE SHALL BE MADE OF HEAVY DLITY 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. BOX450 SUN PRAIRIE, WISCONSIN, 53590, (608) 837-7197 . 2.1.22 WARNING LABELS & SIGNS: SHALL BE APPROVED BY THE DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES. FACILITIES SUCH AS CONTROLLER ENCLOSURE AS DESIGNATED BY THE DISTRICT ENGINEER OR INSPECTOR. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS. 2.1.23 WARNING TAGS: ALL RECLAIMED WATER SPRINKLER CONTROLS VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS . 2.1.24 CONTRACTOR SHALL PROVIDE TO THE OWNER: . 1 THREE (3) CONTROL VALVE KEYS. .2 FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. .3 TWO (2) 48" TEE WRENCHES FOR OPERATING BALL VALVES. .4 FIVE (5 EA.) QUICK COUPLER KEYS AND FIVE (5 EA) HOSE BIB ASSEMBLIES (POTABLE & NON-POTABLE). . 5 FIVE (5) KEYS FOR OPENING AND LOCKING EACH AUTOMATIC CONTROLLER. 2.1.25 WYE STRAINER SHALL BE OF BRONZE BODY WITH SCREW FITTINGS. SEE DETAILS AND DRAWINGS. 2.1.26 IN-LINE PRESSURE REGULATOR SHALL BE AS SPECIFIED ON DRAWINGS. 2.1.27 SURGE ARRESTORS SHALL BE AS SPECIFIED ON DRAWINGS. PART 3 -EXECUTION 3.1 GENERAL REQUIREMENTS: 3.1.1 LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE INSTALLATIONS. 3.1.2 INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 3.1.3 LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE DIGGING TRENCHES. 3.1.4 REFER TO THE CITY OF CARLSBAD STANDARDS FOR RECLAIMED PIPE INSTALLATION. ALL CITY OF CARLSBAD STANDARDS TAKE PRECEDENCE OVER PLANS AND SPECIFICATIONS FOR THE PROJECT UNLESS NOTED AND APPROVED. 3.2 INSTALLATION OF IRRIGATION SYSTEM: 3.2.1 EXCAVATION AND BACKFILLING OF TRENCHES: .1 EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL 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 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, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% mWim?~,~~m,=~~=~:-BUILT " BENCHMARK: .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, ASPHAL TIC CONCRETE OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH CLEAN FILL SOIL, IN A SLEEVE AND COMPACTED IN LAYERS TO 95% COMPACTION, USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING WHICH ARE NOT UNDER PAVING SHALL BE COMPACTED TO EQUAL COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT FLUSH WITH THE ADJOINING GRADE. THE IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO PAVING WORK. . 2 PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING OR HYDRAULIC DRIVING. HOWEVER, NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALT PAVING. .3 PROVIDE FOR A 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 .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 VAL VE 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 WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. 3.2.15 BACKFLOW PREVENTER: REAM AND REMOVE ROUGH EDGES OR BURRS SO SMOOTH AN UNOBSTRUCTED FLOW IS OBTAINED. .1 BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH .2 CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS, AND SHALL TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. 3.2.5 REMOTE CONTROL WIRING: .2 EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE LANDSCAPE ARCHITECT . .1 DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE. 3.2.16 IN-LINE PRESSURE REGULATORS: .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 .1 ADJUST AND INSTALL PER PLANS AND DETAILS. MAINTENANCE OF VALVES. '.3 INSTALL CONTROL WIRES AT LEAST 18" BELOW FINISH GRADE . .4 INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. .5 CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2-1/2 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 . 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. t----+-+----------+---+--+--1-------1 ~o CITY OF CARLSBAD I sH.g;~ ~L.!!!_j====~====PLA::::::::N:::N:::IN:::G::::::::D:::EP::A:::R::T:::M:::EN:::T:===-'=:::~:::::::=: IRRIGATION SPECIFICATIONS FOR: ..., DESCRIPTION: STANOARO M-10 S'lREU CENTFRllNE HW. MONIJMENT Calavera Hills II Village X C.T. oo-tJ2 2835 Camino del Rio South Suite 210 P.E. EXP. DATE LOCATION: CENTERiJNE OF B. CAMINO REAL AT ENCINEER's STA TKK-1 -154+92 AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DRA~ SY, JRJ/MMO .JOS NUMSER, 020€><:f.l FILE, San Diego, California 92108 (619)718-9660 REVIEWED BY: PER R.S 18()()--1 ASSISTANT PLANNING DWN BY:"llill DIRECTOR Jc.-!.s=n? DATE-. REVISIONS, FAX (619)718-9669 RLA #2919 RECORD FROM: COUNTY BENCH lEYEl.S (NO. COUNTY '£RT. DATE INmAL CONll?Ol DATA} REVISION DESCRIPTION INSPECTOR DATE El.EVATION: 68.,f79 OATW: NC',O OF 1929 ENGINEER OF WORK DATE INmAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ' ' i I CHKD BY: XXXXXX RVWD BY: PROJECT NO. CT 01-06 DRAWING NO. 405-4L CMWD 1ZZ303 SYMBOL. ■ ~ 8 I.ii B EB !"iii [] E () C CID H @ F N V V'l p @ @ EB R 0 T e X BOTANIC.AL. NAME STREET TREE5 PL/\NT' SIZE NOTE, ALL STREET TREES l"IITHIN 5' OF PAVING TO RECEIVE "SIO-SARRIER ROOT BARRIER TO EXTEND LATER.ALLY 10' IN EACH DIRECTION FROM THE TREE TRUNK. L.I5U5TRUM L.UCIDUM <SL.OSSY PRIVET 24" SOX l<l PL.ATANUS ACERIFOL.IA LONDON PLANE 24" BOX 2b 'BLOOD<SOOD' :lb" BOX 1 PODOCARPUS GRACIL.IOR TRISTANIA CONFER.TA TREES SAUHINIA VARIE5ATA CINNAMONUM CAMPHOR.A FERN PINE BRISBANE BOX PURPLE OR.c.HID TREE CAMPHOR TREE GEIJERA PARVIFOL.IA AUSTRALIAN V'llLLOV'l PINUS TORREY ANA TORREY PINE PLATANUS ACERIFOLIA LONDON PLANE TREE 'BLOOD500D' PRUNUS SL.IERIANA FLOV'lERIN5 PLUM RHAPHIOL.EPl5 'MA<SIC BEAUTY' NO COMMON NAME RHUS LANC.EA AFRICAN SUMAC. SHRUBS A5APANTHUS AFR.IC.ANUS BOUGAINVILLEA "00-LA-LA" CARPENTER.IA C.ALIFORNIC.A C.EANOTHUS 'CONCHA' C.EANOTHUS 'JUL.IA PHEL.P5' C.ERC-IS OCCIDENTAL.IS C.I5TU5 L.ADANIFER DENDROMEC.ON RIGID A LEPTOSPERNUM SC.OPARIUM 'RUBY 6LOV'I' LIL. Y OF THE NILE (BLUE) SHRUB BOU6AINVILLEA BUSH ANEMONE V'llLD LILAC. V'IILD LILAC. V'lESTERN REDBUD C.RIMSON SPOT ROCK ROSE BUSH POPPY NEV'! ZEALAND TEA TREE PHORMIUM TENAX 'VARIEGATUM' NEV'! ZEALAND FLAX PHOTINIA FRASER.I PITTOSPORUM 'VARIE5ATA' PITTOSPORUM 'V'lHEELERI' PRUNUS IL.IC.IFOL.IA RHAMNUS C.ALIFORNIC.A 'EVE CASE' CHINESE PHOTINIA VARIE5ATED TOBIRA V'lHEELER'S DV'lARF HOL.L. YLEAF CHERRY C.OFFEEBERRY INDIA HAV'lTHORN INDIA HAV'lTHORN FLANNEL ElUSH 24" Box 15 GAL 24" eox 24" Box 36" Box 15 GAL. 15 <SAL. Sb" Box 24" BOX 15 15-AL. I 6AL.. 5 <SAL. I 6AL.. I 6AL. I 6AL. I 6AL. 5 6AL. I 5AL. I 6AL. 15 GAL. 5 <SAL. 5 <SAL. I <SAL.. 5 GAL. 15 <SAL.. I <SAL. 15 <SAL. I G.AL.. 5 GAL. 15 <SAL. 5 5AL. 5 6AL. 15 <SAL. I 5AL. 4b 5 54 lb 4 :34 35 4 2 s 138 12 50 165 33 36 112 16 4<1 33 32 106 11 55 24 e,5 5 113 22 20 14 154 16 66 I. THE CONTRACTOR SHALL PROTECT IN PLACE ALL EXl5TIN.S PLANTER AREAS AND PLANT MATERIAL A5 INDICATED ON THE PLANS OR A5 SPECIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT. 2. THE PLANTIN.s PLAN 15 DIAoSRAMMATIC.. ALL PLANT LOC.ATION5 ARE APPROXIMATE. 5. APPLY A CONTACT HEl'!.6IC.IDE, J/'IHERE J/'IEEDS ARE PRESENT, PER MANUFAC.i1JRER'5 5PEC.IFIC.ATIONS, A MINIMUM OF TEN DAY5 PRIOR TO COMMENCEMENT OF ANY PLANTIN.S OR IRRI.SATION J/'IORK. J/'IEEDS, INCLUDIN.s THEIR ROOTS, SHALL 6E ALLOJ/'IED TO C.OMPLETEL Y DIE BACK BEFORE PROC.EEDIN.s J/'IITH J/'IORK. 4. SOIL TE5TIN.S SHALL COMPLY J/'IITH 5EC.TION IV. C. 5-2 OF THE CITY OF CARLSBAD LAND5c.APE MANUAL. 5. ALL AREAS J/'IITH A e.RADIENT OF 6d OR LE55 TO BE PLANTED SHALL BE CR055-RIPPED TO A DEPTH OF 5IX INCHES AND SHALL HAVE THE FOLLOJ/'IIN.S AMENDMENTS SPREAD EVENLY AND THOROU.SHL Y BLENDED IN (GUANTITIES ARE PER IP00 5.FJ A. 9 CUBIC. YARDS NITRO.SEN FORTIFIED REDJ/'IOOD SHAVIN.SS 6. 100 POUNDS A.SRI CUL nJRAL .SYP5UM C. 15 POUNDS IRON SULFATE D. 25 POUNDS I6-6-e SLOJ/'I RELEASE FERTILIZE!'< PLEASE NOTE THAT THE AMENDMENTS MAY CHAN.SE, BASED ON THE SOIL ANALYSIS. 6. EACH PLANT SHALL RECEIVE A.SRIFORM PLANT TABLETS AS FOLLOJ/'15, FLAT 5IZE PLANT (I) 1 .SRAM I .SAL CONTAINER (I) 21 .SRAM 5 .SAL CONTAINER (9) 21 $RAM 15 .SAL CONTAINER (5) :21 6RAM 1. BACKFILL SHALL COMPLY J/'IITH SECTION IV. C.. 9-:2 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. e. PLANTS SHALL 6E INSTALLED PER PLANTIN.s DETAILS PROVIDED IN THESE PLANS. PLANT MATERIAL SHALL NOT 6E ROOT BOUND. FIVE <$,ALLON PLANTS AND LARe.ER SHALL HAVE BEEN <$,ROJ/'IN IN CONTAINERS FOR A MINIMUM OF 6 MONTHS AND MAXIMUM OF TJ/'IO YEARS. PLANTS SHALL EXHIBIT HEAL THY c$oROJ/'ITH AND BE FREE OF DISEASES AND PE5T5. "I. STAKE ALL TREES PER DETAIL. REMOVE NURSEl'<Y STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE 6ROJ/'ITH ON ALL TREES. 10. PLANT ALL AREAS J/'IITH c$,ROUNDCOVER TO J/'IITHIN 6" OF SHRUB OR TREE TRUNKS. II. PLACE PLANTS NO CLOSER THAN 4e,• TO 5PRINK.l..ER HEADS. 1:2. ALL e.ROUND COVERS SHALL BE .SUARANTEED BY THE CONTl'<ACTOR AS TO .SROJ/'ITH AND HEAL TH FOR A PERIOD OF SIXTY DAYS FOLLOJ/'IIN6 COMPLETION OF THE MAINTENANCE PEl'<IOD AND FINAL ACCEPTANCE OF THE PROJECT 6Y THE OJ/'INER OR OJ/'INER'5 REPRESENTATIVE. ALL SHRUBS SHALL BE .SUARANTEED BY THE CONTRACTOR A5 TO .SROJ/'ITH AND HEAL TH FOR A PERIOD OF SIXTY DAY5 FOLLOJ/'IIN.s COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PROJECT BY THE OJ/'INER OR OJ/'INER'5 REPRESENTATIVE. ALL TREES SHALL 6E .SUARANTEED BY THE CONTRACTOR A5 TO <$,ROJ/'ITH AND HEAL TH FOR A PERIOD OF TJ/'IELVE MONTHS FOLLOJ/'IIN.S COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PROJECT BY THE OJ/'INER OR OJ/'INER'S REPRESENTATIVE. THE C.ONTl'<ACTOR, J/'IITHIN 15 DAY5 OF NOTIFICATION BY THE LANDSCAPE ARCHITECT OR OJ/'INER, SHALL REMOVE AND REPLACE ALL 6UARANTEED PLANT MATERIALS J/'IHICH FOR ANY REASON FAIL TO MEET THE REGUIREMENTS OF THE 6UARANTEE. REPLACEMENT SHALL 6E MADE J/'IITH PLANT MATERIALS A5 INDICATED 01'< 5PEC.IFIED ON THE 0Rlc$,INAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE .SUARANTEED A5 SPECIFIED FOR THE ORI.SINAL MATERIAL 6UARANTEE. 15. CITY OF CARLSBAD APPROVED JUTE MESH OR APPROVED EGUAL SHALL BE APPLIED ACCORDINc$, TO MANUFACnJRER'S 5PECIFIC.ATIONS J/'IITH HYDROSEED J/'IHEN PLANTIN.s BETV'IEEN AU.SU5T 15 AND APRIL 15. HYDR05EEDINc$, 15 TO 6E INSTALLED PRIOR TO INSTALLATION OF JUTE MESH. 14. COVER CROP HYDROSEED MIX PER HYDR05EED NOTES SHALL BE INSTALLED IF PLANTINc$, OCCURS 61:TJ/'IEEN APRIL 16 AND AU.SUST 14. 15. ALL PLANTIN.s AREAS TO RECEIVE A 5" THICK LAYER OF MULCH IN ALL NON-TURF AREAS FLATTER THAN 5d. HYDROSEEDING NOTES I. .SENERAL SPECIFICATIONS ALL SLOPES INDICATED ON THESE PLANS TO BE PLANTED SHALL BE HYDR05EEDED J/'IITH A COVER CROP PER THE FOLLOJ/'IIN.s NOTES. BOTANICAL NAME -COMMON NAME -RATE/ACRE HYDR05EED MIX #I LOBULARIA MARITIMA -Sl-'£ET AL YS5UM -10 LB/ACRE II. HYDROSEEDIN6 5U5PEN5I0N OR 5LURl'<Y C.OMP05ITION z I () RHAPHIOLEPIS 'BALL.ERINA' RHAPHIOLEPIS 'JAC.K EVANS' FREMONTODENDRON 'EL DORADO 60LD' GALVEZIA SPECIOSA ISLAND SU5H SNAPDRA<SON CAPE HONEYSUC.KLE LAURUSTINUS I 6AL. 141 A. SEED MIXnJRE o REG. RATE PER Ac.RE. I [() TEC.OMARIA C.APENSIS VIBURNUM TINUS XYLOSMA C.ON6ESTUM XYL.OSMA 5 <SAL. 15 6AL. 43 14 B. C.ONI/IIE6 OR EGUAL VIRoSIN J/'IOOD CELLULOSE Fl6ER MULCH -2000 POUNDS/ACRE. C. ECOL06Y CONTROL M-BINDEI'< -150 POUNDS/Ac.RE IV. APPLICATION PROC.EDURE5 AND EGUIPMENT A. EGUIPMENT. HYDRAULIC EGUIPMENT U5ED FOR THE APPLICATION OF THE SEED AND SLURRY OF 110 PREPARED FIBER MULCH SHALL BE OF THE "51.JPER HYDR05EEDER" TYPE. THIS EGUIPMENT SHALL PREVAILIN5 V'llND b" MIN. AXIS SECTION NOT TO SC.ALE SECTION NOT TO SCALE NOTE, ALSO SEE TREE STAKING DETAIL 0 0 TREE OR SHRUB ROOTBALL DIG HOLE 2X V'llDTH AND DEPTH OF ROOT6ALL AND FILL V'llTH V'IATER AND ALLOV'l TO PERCOLATE INTO SUBSOIL. 0 FILL HOLE V'llTH b" DEPTH NATIVE BACKFILL MATERIAL. TAMP AND MOUND SLlcSHTL Y. 0 SET ROOT BALL IN HOLE SO THAT ROOT C.ROV'lN IS I" ABOVE FINISH cSRADE. 0 0 REPL.AC.E BAC.KFIL.L. MATERIAL. (PER SOILS REPORT) UP TO 2/3 THE HEIGHT OF THE ROOT BALL, TAMPING AND SETTLING AROUND REMAININ5 1/:3 OF ROOT BALL. C.REATE IRRlcSATION BASIN A MINIMUM OF b" BEYOND SIDES OF ROOT BALL. 0) IRRIGATE FROM TOP TO SETTLE ElAC.KFILL AND BERM, FILLIN5 BASIN. © FINISH GRADE 0 FERTILIZER TABLETS PER SOILS REPORT CA ),__T_R_E_E_/_S_H_R_UB_P_L_A_N_T_I_N_G ________ _ 0 0 0 0 TREE PLANTED PER DETAIL STAKE BELOV'l CROV'lN Of TREE "V'lONDER TREE TIES" OR APPROVED EQUAL. SEC.URE V'llTH I1':>d GALVANIZED NAIL (3 TOTAL.) 2" DIAMETER X 10' LONG LODGEPOLE PINE STAKE (2 TOTAL) 0 ROOTBALL NOTE, ALSO SEE TREE/SHRUB PLANTIN6 DETAIL ELEVATION PLAN VIEV'I 0 "-00'1" -~. 1~· ~ -e10-e..A.RR1e-t• ® l"A~5IJIIU"Aa ® l"INl!!H ~ 0 MOTISALL ©,_- NOT TO !!GAL~ 0 ROOT BA!l!.!11.IER, l"I" DEEP "BIO-BARRIER" @ PAVED SURFACE © T!l!.EE TRUNK VINES DISTIC.TIS BUC.CINATORIA C,OVER CROP BLOOD-RED TRUMPET VINE 5 <SAL. 15 6AL. 15 <SAL. 6 HAVE A BUILT-IN AoSITATION 5Y5TEM AND OPERATIN.s CAPACITY SUFFICIENT TO Ac$olTATE, SUSPEND AND HOMOc$oENEOU5L Y MIX A SLURRY CONTAININc$, NOT LE55 THAN 40# OF FIBER MULCH FOR EACH 100 c$,ALLONS OF J/'IATER. 4 THE SLURRY DISTRIBUTION LINES SHALL BE LAR.SE ENOU.SH TO PREVENT 5TOPPAc$oE AND SHALL BE EGUIPPED J/'IITH A SET OF HYDRAULIC. SPRAY NOZZLES J/'IHIC.H J/'IILL PROVIDE A CONTINUOUS NON-FLUCnJATIN<!, DISCHARoSE. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1,500 C~),__T_RE_E_ST_A_K_IN_G _____ _ ROOT BARRIER A gjOWflRD flSSOClflTtS PLANTAIN GROUND COVERS MYOPORUM PARVIFOLIUM IVA HAYESIANA ERIOPHYLLUM C.ONFERTIFORUM SAL VIA 'ALLEN C.HIC.KERIN5' CEANOTHUS 'HEARTS DELIGHT' CEANOTHUS 'YANKEE POINT' MIMULUS PUNIC.EUS UNDER.PLANT V'IITH, IVA HAYESIANA BAC.C.HARIS 'Pl6EON POINT' MYOPORUM PARVIFOL.IUM MYOPORUM PACIFIC.UM UNDER.PLANT V'llTH, MYOPORUM PARVIFOLIUM MARATHON Ill 6AZANIA 'SUNRISE YELLOV'l' A6APANTHUS ORIENTAL.IS HEMEROC.ALLl5 5PP. MYOPORUM PAC.IFIC.UM NANDINA 'V'lOODS Dl"IARF' PELAR60NIUM PELT ATUM NO COMMON NAME (SEE HYDROSEED NQTE4ALLON5 AND SHALL BE MOUNTED ON A TRAVELIN<!, UNIT, EITHER SELF-PROPELLED OR DRAJ/'IN BY -A SEPARATE UNIT, J/'IHIC.H J/'IILL PLACE THE SLURRY TANK SPRAY NOZZLES J/'IITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SEEDED. PROSTRATE MYOPORUM POVERTY V'lEED (b0%) GOLDEN-Y ARROV'l (20%) ALLEN CHIC.KERIN(!; SAGE (20%) CALIFORNIA LILAC. (80%) CALIFORNIA LIL.AC. (10%) RED MONKEYFLOl"IER (10%) POVERTY l"IEED (60%) Dl"IARF COYOTE BRUSH(20%) PROSTRATE MYOPORUM (20%) MYOPORUM PROSTRATE MYOPORUM Dl"IARF FESC.UE NO COMMON NAME LILY OF THE NIL.E DAYLIL Y -YELL.OIi'! MYOPORUM HEAVENL. Y BAMBOO 5ERANIUM " B. PREPARATION. THE SLURRY PREPARATION SHALL TAKE PLACE AT THE SITE OF J/'IORK AND FLATS @ 12 O.C.. SHALL BE<!,IN BY ADDIN6 J/'IATER TO THE TANK J/'IHEN THE ENc$olNE 15 AT HALF-THROTTLE. J/'IHEN THE J/'IATER LEVEL HAS REACHED THE HEl6HT OF THE Ac$olTATOR SHAFT, e.OOD RECIRCULATION SHALL FLATS @ 12" O.C. BE ESTABLISHED AND, AT THIS TIME, THE SEED SHALL BE ADDED FOLLOJ/'IED BY THE FIBER MULCH. FIBER MULCH SHALL ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND V'IHEN THE TANK 15 AT LEAST ONE-THIRD (115) FILLED Y'IITH l"IATER. THE EN.SINE THROTTLE SHALL BE OPENED TO FULL SPEED J/'IHEN THE TANK 15 HALF-FILLED V'IITH I <SAL @ Sb" O.C.. J/'IATER. ALL THE FIBER MULCH SHALL BE ADDED BY THE TIME THE TANK 15 TJ/'IO THIRDS (215) TO I t!:,AL. @ :16" 0 C, THREE FOURTHS (5/4) FULL. 5PRAYINc$o SHALL COMMENCE IMMEDIATELY J/'IHEN THE TANK 15 FULL. . . C.. APPLICATION. THE OPERATOR SHALL SPRAY THE AREA J/'IITH A UNIFORM, VISIBLE COAT BY I <SAL @ :36" 0.C. U5INc$o THE $REEN COLOR OF THE FIBER MULCH AS A 6UIDE. THE SLURRY SHALL BE APPLIED IN A SJ/'IEEPINc$, MOTION, IN AN ARCHED STREAM 50 A5 TO FALL LIKE RAIN, ALLOJ/'IIN.S THE J/'IO0D FLATS@ 12" 0.C. FIBERS TO BUILD ON EACH OTHER. CONTINUE APPLICATION UNTIL A e.OOD COAT 15 ACHIEVED AND THE MATERIAL 15 SPREAD AT THE REGUIRED RATE PER Ac.RE. D. ALL BARE SPOTS SHALL BE RESEEDED J/'IITH 5AME HYDROSEED AND SUSPENSION COMPOSITION J/'IITHIN THIRTY (50) DAYS TO THE 5ATl5FAC.TION OF THE OJ/'INER. I <SAL @ 36" O.C,. NO SEED SUB5Tli1JTIONS J/'IILL BE ALLOJ/'IED J/'IITHOUT PRIOR EXPRESS J/'IRITTEN AUTHORIZATION OF THE LANDSC.APE ARCHITECT AND CITY INSPECTOR. ALL SEEDS ARE AVAILABLE THROU.SH HYDRO FL.ATS @ 12" O.C. PLANT (160)144-1960. FROM SEED FL.ATS @ 12" O.C.. I t!:,AL @ 18" O.C. I t!:,AL @ 18" O.C. FL.A TS @ 12 " 0 .C.. I <SAL @ 18" O.C. FLATS @ 12" O.C. P.E. REVIEWED INSPECTOR "AS-BUILT EXP. BY: ,, DATE DATE BENCHMARK: DESCRIPTION: STANDARD M-10 STRUT CENTEJ?IJNE 11W. UONIJIIENT LOCATION: CENlERUN£ OF B.. CAAIINO REAL AT ENGINEER's STATION -154-1-92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH I.El£l.S {NO. COUNTY l;fRT. CONTNa. OATA) ELEVATION: 68.-119 OAT/JAi: NGVO OF 1929 DATE INITIAL ENGINEER OF WORK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. . DATE INmAL REVISION DESCRIPTION OTHER APPROVAL DATE INrTIAL Cm' APPROVAL DATE, 1/24/03 DRAJ/'IN 6Y, JR.J/MMO J06 NUMSER.,0206<'1.I FILE, R.EVl5ION5, CITY OF T LANDSCAPE ARCHITECTURE 2835 Camino del Rio South Suite 210 San Diego, California 92108 {619)718-9660 FAX (619)718-9669 RLA #2919 CARlSBAD LIT] 1 PLANNING DEPARTMENT I SHiSi} PLANTING LEGEND, NOTES, AND DETAILS FOR: Calavera Hills II Village X C.T. ()()-()2 A01 ROV~ -,, "/ 12.-/S'-:f:Jl ASSISTANT PLANNING DIRECTOR DATE OWN BY:~ PROJECT NO. DRAWING NO. CHKD BY: XXXXXX CT 01-06 405-4L RVWD BY: CMWD __ -__ _ 121303 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. r '.i EXP. D41E OF CAI-'~ Fire Protection Zone A-2 Fire Protection Zone A-3 I . I ·/ . I .:,,J_Qr ·--,.··,. \. .,_ ---.,_ I 11•1 ■1111'11111111'11111111111ft, MATCHLINE -SEE SHEET 13 I ,, ' I I I I I I I ... <tlOWftQD ft)SOClflTtS T "AS-BUILT " DATE, 1/24/09 DRAY'IN BY, JRJ/Hi"!O JOB NUMBER, 0206'1.I FILE, REVISIONS, 2835 Camino del Rio South Suite 210 San Diego, Callfornla 921 OB {619)718-9660 FAX (619)718-9669 RLA #2919 P.E. EXP. __ _ REVIEWED BY: INSPECTOR \ \\ DATE DATE \ I I ,I r r \ \ I \ \ •. r I BENCHMARK: DESCRIPTION: LOCATION: STANOARO l,f-10 STHff:T CfNTET?lJN£ #Ell MONIJl,f£NT CfN1ERf.lNE OF El CAMINO REAL AT ENGINEER'S STA TlON -154+92 PER R. S f lJfJO-1 \ RECORD FROM: COUNTY BENCH tr,fLS (Na COUNTY //£HT. CONTRa. OATA} ELEVATION: 68.-f79 OATIJM: NCVO OF 1929 \ \ \ \ \ \ \ \ \ \._ \ '\ \ \ \ \ PA? \ ·\ . \ \ ·. r .,~-:\: ~ ,\~\:i, . \' -\' \ \ \ r 40 I \ \ \ \ \ \ \ \ \ North 1" = 40' GRAPHIC SCALE See Calavera Hills II Arterial Streetscape Plans for Planting in this Area (See Drawing No. 390-9P) FOR PLANTING LEGEND AND NOTES, SEE SHEET 11 KEY MAP ~ CITY OF CARLSBAD I SH~;~ 1----+---+---------------+---+----+--+-----< l_!U PLANNING DEPARTMENT s;;,;J f-----+---+--------------+---+----+--t------1 DAT£ DAT£ JNJ11AI. DAT£ INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROIIAL CITY APPROIIAL PLANTING PLAN FOR: OWN BY: CHKD BY: XXXXXX RVWD BY: Colovero Hills II Village X PROJECT NO. CT 01-06 C.T. (J()-{J2 I DRAWING NO. . 405-4L CMWD __ -__ _ 122303 MATCHLINE -SEE SHEET 12 1111111111111111111111111111 I V I , I 124 I CENERAL PLAN I , I I I I ! I ! / / APPROVED FOR PLANTING OPEN SPACE AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 1/24/03 DRAV'IN BY, JRJ/MHO .JOB NUMBER, 0206'1.I FILE , REVISIONS , A <t:IOWflRD ft)SOClftltS 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 OATE / / / BENCHMARK: 5 16HT LINE DESCRIPTION : STANOARO Al-10 STREIT CENTERI.JNE IIEll Ala<I/JAIENT LOCATION: CENTERI.JN£ tT El CAIi/NO REAL AT ENGINEER's STAlla<I -IM+92 PER R.S 1800-1 RECORD FRO~: COUNTY BENCH l.flfl.S (NQ COUNTY 1£/?T. cavma DATA) ELEVATION: 68.-f79 OAT/JAi: NG',fJ tT 1929 DATE INITIAL 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 I I \ I I \ I \ I \ I \ ·, \ ,,,,i1 1 ·-sE.E. sr\E.E.' ~ 5 Mf'-,cr\L\NE. - DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL See Calavera Hills II Arterial Streetscape Plans for Planting in this Area (See Drawing No . 390-9P) FOR PLANTING LEGEND AND NOTES, SEE SHEET 11 North 1" = 40' 40 20 0 40 80 120 1-~t----1--1---------11 GRAPHIC SCALE KEY MAP \------.., \ ·, /-- --✓,- \ \ J Ii 'I ~: •I ·" /\ / \ / '. ,_________ --------- 1 srr I CITY OF CARLSBAD ISHisj1 PLANNING DEPARTMENT PLANTING PLAN FOR: Calavera Hills II Village X C.T. (J(J-02 At :t;fOV 12-IS--QY ASSISTANT PLANNING DIRECTOR DATE OWN BY: uun I PROJECT NO . I DRAWING NO . CHKD BY: XXXXXX RVWD BY: CT 01-06 405-4L CMWO __ -__ 122303 020206 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I I I / f / I r 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 1/ I I I I I / I /, I I I I I I I I I I I I I DATE, 1/24/03 DRAY'IN BY, JRJ/MMO JOB NUMBER, 020b"l.l F ILE, REVISIONS, I I I I ✓ ) ,- 1 I I_ 23 221.0 ;__..--, 24 22ao Fire 'Protection Zone A -j '. ___, t Fire ~ri teoJi0n "~Re A-Z ~,re Pro ec tion Zone A-3 -------'------" A 1)0WftRD ftSSOClftTtS ,,,, 2835 Camino del Rio South Suite 210 Son Diego, California 92108 (619)71 8-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT " P.E. EXP, __ _ REVIEWED BY: INSPECTOR I ~ ~ ~ 41t· /-c~~ : : 1/ I 28 213.0 81 2129 ·---,~-;63'---=~5~:z,,-,,,___---:J.~--E---4r-----.2~ ,- 1 86 2226 85 !./ r;_,2i.9:f r=' -.=-----'-t-t-.l ,./~ 84 215.9 • / 31 , 2ff.6 32 2/f.l Modified Fire Pro tection Zone C--17~ Modified Fire Protection Zone C-2 I Modified Fire Protectien Zone C-3 DATE DATE BEN CHMARK: DESCRIPTION: STANDARD 1,/-10 STREET CENlER/JNE #El1 l,/CWIJl,f£J(T LOCATION: CENlERUNE fF EL CAl,//NO REAL AT ENaNEER's STA 71(1{ "51+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lEVElS {NO. COUNTY ',f'RT. CONTRa DA TA) ELEVATION: 68.,f.79 DA TUAI: NC',f/ fF 1929 - DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INrTW. OTHER APPROVAL 40 I DATE FOR PLANTING LEGEND AND NOTES, SEE SHEET 11 North 1" = 40' 20 0 40 80 120 ~1----1_~1-----11 GRAPHIC SCALE @ NORTH CTu 4 CITY OF CARLSBAD I SH16~ PLANNING DEPARTMENT PLANTING PLAN FOR, Colovero Hills II Village X C. T. otHJ2 ~ :;_o_v7 /Z-IS°-QJ . ASSISTANT PLANNING DIRECTOR DATE PROJECT NO. INmAL CHKD BY: XXXXXX CITY APPROVAL OWN BY:~ I RVWD BY: CT 01-06 I DRAWING NO. 405-4L CMWD __ -__ _ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. -.:t" ..-- I-w w I CJ) w w CJ) ----- -----• --- 103 226.J 104 220.1 105 211.2 106 214.2 fol 213.0 .,...____,. ,-. "> I I '- -~-' ----.. J.',7'"0-, =-___ _}75' __ ----- V ' ,/108 / 209.1 ' r-,__J 1111 l,1. ,-, ,/ Crater Rim Road ----- 33 210.6 P' 34 210.1 -___ .,,,.--- ................. =""-~-.. ~ :..,:;...:...:-... ·..:...:t...:... ..;:..,,:.._ --==~----.: - 35 209.6 36 209.1 ----...... / 0 C: ~ "' .:; C: "' CJ 37 208.6 48 207.4 38 207.1 =--.I3--13--J3 ~ ----13-~13--JJ--13---..;3 ------ DATE, 1/24/03 DRAY'lN BY, JRJ/MMO JOB NUMBER, 0206'1.I FILE, REVISIONS, A qiOWflRD flSSOClfl Tf S T 2 835 Camino del Rio South Suite 210 Son Diego, California 92108 (619)71 8-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT " P.E. EXP. __ _ REVIEWED BY: INSPECTOR 47 204.6 39 204.4 DATE DATE 52 227.J rtt.-~, --,, ' I -, • I r:----. l, I I ' I I .,,..-f~J.....___j/l 51 I ,,.. 223.5 ' .{ C, ;I/ I 1 J .J /' ' 46 202.0 .. ., 40 201.6 ~1/ 41 199.6 • I /1 f 118 IR[d WA!Ei fUM/f' STA Tli I 203.5 I I 45 197.2 ( I I ~~:...-11--,-: 44 t---'..,.., 42 198.4 p 196.8 I 43 197.0 I I I \ I I I \ \ \ \ \ \ \\\ \ \ \\ \\ \ \ \ \ \ Se e Calavera Hills II Arterial Streetscape Plans for Planting in this Area (See Drawing No. 390-9P) FOR PLANTING LEGEND AND NOTES, SEE SHEET 11 North 1" = 40' 40 80 120 I I I GRAPHIC SCALE \\\\ \ \ \ \ \ -=~~~~~~~::=S:~ ~~~~ ::~~'.:::~ ----R'3 ~~~---_i \\\\\ fl--~ ·" KEY MAP / ', / \-----....... \ ', /·-- --JJ ~dified Fire Pro tection Zon e C-1 \\ \\ \, \ \ J ',✓-- Ii 1 · .....__ _____ v,odified Fire Protection Zone C-2 \ ~ \\, ------------Mo difie d Fire Prote ction Zon e C-:J>\ \A ~! r \' ~= , ________ { __________ 'Sf--, ___ Clc'.~ ~ BENC HMARK : DESCRlf'TION: STANDARD M-10 STREET CENTERLINE IIEll Af(MJM£NT LOCATION: C£NlERl/N£ CF B. CAIi/NO REAL AT £NCIN££R'S STA TlC11 ~+92 PER R.S fBlXrf RECORD FROM: COUNTY BENCH ums (Na COUNTY ',ENT. cavTROt.. DATA) ELEVATION: 68..f.79 DATUM: NC',O CF 1929 DATE INITIAL ENGINEER OF WORK REVISION DESCRI PTION \ \ DATE INITIAL DATE INrTIAL OTHER APPROVAL CITY APPROVAL WJ CITY OF CARLSBAD 1 SH2s!+ 5 PLANNING DEPARTMENT PLANTING PLAN FOR: Calavera Hills II Village X C.T. ()()-()2 A RO= A I / /42-/S--Q? ASSISTANT PLANNING DIRECTOR DATE OWN BY:~ I PROJECT NO. I DRAWING NO. CHKD BY: XXXXXX CT 01 -06 RVWD BY: 405-4L CMWD 122303 020206 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUD ING PRECISE LOCATION OF PLANTING AREAS . ·. (Y" _: f ·. 1@ @ 5 iSAL I REC REATION AREA LOT 11 6 DATE, 1/24/03 DRAV'IN BY, JRJ/MMO .JOB NUMBER , 0206"1,I FILE, REVISIONS, .A. ¢10WftRD fl~SOC lflTtS ~ 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)71 8-9660 FAX (619)718-9669 RLA #2919 I I I /_ ---••• I . . I -~ I . --~ 14 @ @ ---. ~ 116 . · Tl ' -------- I "AS -BUILT " P,E, EXP ___ _ DATE REVIEWED BY: INSPECTOR DATE .. ---------------- BENC HMARK: DESCRIPTION: STANOARO 11-10 STREET CENTEflllNE IIEll. /la-{/JIIEN T LOCATION: CENTERl/NE OF El CAIi/NO REAL AT ENCINEER'S STA Tia-( 61+92 PER R. S 1800-1 RECORD FROt.l: COUNTY BENCH lflUS (Na COUNTY ',fRT. C(X'(lR(X DATA) ELEVATION: 68. ~79 OA TIJIJ.-NGW OF 1929 .. DATE INITIAL ENGINEER OF WORK 10 I North 1" = 1 O' GRAPHIC SCALE REVISION DESCRIPTION FOR PLANTI NG LEGEND AND NOTES, SEE SHEET 11 KEY MAP -" /\ / \ \~-------- / \ \ ','-, ,/----,\ ', '✓ \ \ 20 30 1---------<1 j !/ 'I ~i '--------- WJ CITY OF CARLSBAD I SHE !it 6 PLANNING DEPARTMENT PLANTING PLAN FOR, Calavera Hills II Village X C.T. 00-02 A' Pl ROV~11 V IZ-IS--a3' ASSISTANT PLANNING DIRECTOR DATE DWN BY: I PROJECT NO, I DRAWING NO, DATE INITIAL DATE INmAL CHKD BY: XXXXXX CT 01 -06 OTHER APPROVAL CITY APPROVAL RVWD BY: 405-4L CMWD __ -__ _ 122303 020206 A A 96" ~ . · .. . . RECREATION CENTER LOT 117 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 1/24/0S DRAY'lN BY, JRJ/MMO JOB NUMBER, 0206"1.I FILE, REV l5 10N5, 96" p . . 96". .. 96" / / ... ¢10WftRD ft~SOClftltS T 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA ;¥2919 I I I I p \ T H T 15 e:,AL 0 0 / "AS-BUILT " P.E. EXP., ___ _ REVIEWED BY: INSPECTOR \ T T T C, C, / DATE DATE ' \ \ 14@@ 5 e:,AL 5@) o 5 e:,AL / 20@@ 5 e:,AL 16 EB@ 15 e:,AL .. 5 e:,AL @ 15 e:,AL @ 15 e:,AL / 10 I / I I FOR PLANTING LEGEND AND NOTES, SEE SHEET 11 North 1" = 1 O' KEY MAP 1--- , -----\ ·-,_ _/ ___ )_\ \ '✓ \ \ \ J ii 'I Ii I ,._ ________ \.._ I ,"-/ \ / \ / ', --~ 1• \ . \ © """'" -----_) ~ CITY OF CARLSBAD I SH~~ l---+----1--------------t---+---t---t----t L:!i_J PLANNING DEPARTMENT LJ:J l----+----t--------------j----j------t--r---1 BENCHMARK: DESCRIPTION: STANOARO Al-10 STREIT C£NTERIJN£ llf11 Al~/JAIENT LOCATION: CENTERUNE OF EL CAIi/NO REAL AT ENGINEER's STA TT~ -15# 92 PER R.S f 800-f RECORD FROM: COUNTY BENCH LEIHS (NO. COUNTY 18?l CCWTRa DATA) ELEVATION: 68.-119 OATIJAI: NG',O OF 1929 PLANTING PLAN FOR: Colovero Hills II Village X C.l OD-02 ~~~~~==-=----Q-~--a:3 t----+----t--------------t----;-------i---r---1 ASSISTANT PLANNING DIRECTOR DATE DATE INITW.. DATE INITIAL.. DATE INITlAL.. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: XXXXXX RVWD BY: PROJECT NO. CT 01-06 DRAWING NO. 405-4L CMWD 1'21303 020206 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, HEAL THY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS OR THEIR EGGS, EXCESSIVE ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS, AND SHALL HAVE HEALTHY, NORMAL ROOT SYSTEMS, WELL FILING THEIR CONTAINERS, BUT NOT TO THE POINT OF BEING ROOT BOUND. TREE TRUNKS SHALL BE STURDY AND WELL HARDENED-OFF. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT AS AUTHORIZED BY THE LANDSCAPE ARCHITECT. IN NO CASE SHALL TREES BE TOPPED OR PRUNED BEFORE DELIVERY. PLANTS SHALL BE GROWN IN NURSERIES WHICH HAVE BEEN INSPECTED BY THE STATE DEPARTMENT OF AGRICULTURE AND HAVE COMPLIED WITH ITS REGULATIONS. 4.3 IDENTIFICATION: PLANTS SHALL BE OF THE VARIETY AND SIZE REQUIREMENTS HEREIN. ONE OF EACH BUNDLE OR LOT SHALL BE TAGGED WITH PLANT NAME IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. 4.4 SUBSTITUTIONS: SUBSTITUTIONS FOR THE INDICATED PLANT MATERIALS MAY BE PERMITTED, PROVIDED THE SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE BY THE LANDSCAPE ARCHITECT AND CITY LANDSCAPE INSPECTOR 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 F' ESTABLISH GRADES. 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 ORAS 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 WA TERI NG 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" LAVER OF GROUND FIR BARK (0 -1/4" SIZE). DO NOT MULCH PLANTED GROUND COVER AREAS PRIOR TO PLANTING GROUND COVER OR HYDROSEEDING. DO NOT MULCH TREES IN TURF AREAS. 6.13 QUANTITIES: IN ALL CASES, QUANTITIES OF PLANT MATERIAL SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK AS INDICATED ON DRAWINGS, INCLUDING RESEEDING, REDRESSING, AND MAINTENANCE (REPLACEMENTS) DURING THE CONTRACT PERIOD. 6.14 PROTECTION: THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS INCLUDED IN THE CONTRACT, INCLUDING LAWN AREAS, PLANT MATERIALS, SUPPORTERS, ETC., UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER OR HIS REPRESENTATIVE. 6.15 CLEAN-UP: AFTER ALL PLANTING OPERATIONS ARE COMPLETED, CONTRACTOR SHALL REMOVE ALL TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, OR OTHER ACCUMULATED DEBRIS FROM THE SITE AT NO EXTRA COST TO OWNER. CONTRACTOR SHALL REPAIR ALL SCARS, RUTS, OR MARS IN AREA CAUSED BY WORK OPERATIONS. AREAS SHALL BE LEFT IN A NEAT AND ORDERLY CONDITIONS. 6.16 INSPECTIONS (PLANTING PHASE): 6.16.1 CONTRACTOR SHALL GIVE FORTY-EIGHT HOURS NOTICE AND SET APPOINTMENT FOR ALL REVIEWS BY THE LANDSCAPE ARCHITECT. 6.16.2 REVIEW BY OWNER AND LANDSCAPE ARCHITECT SHALL BE SCHEDULED FOR THE FOLLOWING OPERATIONS: A. REVIEW OF FINISH GRADING B. REVIEW OF ALL PLANT MATERIAL PRIOR TO PLANTING. C. TREE AND SHRUB PLACEMENT PRIOR TO DIGGING HOLES. D. REVIEW OF GROUND COVER LINES AND MOW CURB PRIOR TO PLANTING. E. START OF MAINTENANCE PERIOD/ACCEPTANCE OF INSTALLATION. F. FINAL ACCEPTANCE AT END OF MAINTENANCE PERIOD. 6.16.3 REVIEW SHALL BE CALLED FOR AT END OF ALL PLANTING OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH PLANS AND SPECIFICATIONS, INTENT, WORKMANSHIP, AND CLEAN-UP. CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF REVIEW DATA, ANY CORRECTIONS REQUIRED TO WORK, AND LIMITS OF REVIEWED AREAS BEFORE BEGINNING THE DESCRIBED ESTABLISHED WORK. 6.16.4 IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF WORK, AND SAID WORK IS SUBSTANTIALLY INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OWNER'S COSTS. 6.170MIT 6.18 GUARANTEE: 6.18.1 ALL SHRUBS, GROUND COVERS, AND LAWN AREAS SHALL BE GUARANTEED AS TO GROWTH AND HEAL TH 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 THA PERIOD, STARTING FROM THE DATE OF REPLACEMENT. ~OWftRD ftSSOClftltS ... "AS-BUILT " 1/24/09 2835 Camino del Rio South EXP. DATE DRAJIIIN BY, JRJ/MMO Suite 210 P.E. San Diego, California 921 OB JOB NUMBER, 0206"1.I (619)718-9660 REVIEWED BY: FILE, FAX (619)718-9669 REVl5l0N5, RLA #2919 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 BOTH DAY OF THE ESTABLISHMENT PERIOD, ALL LAWN AND GROUND COVER AREAS SHALL RECEIVE TOP DRESSING OF 6 POUNDS OF 16-6-8 COMMERCIAL FERTILIZER PER 1,000 SQ, FT. 6.19.17 AT COMPLETION OF ESTABLISHMENT PERIOD, ALL AREAS INCLUDED IN THE CONTRACT SHALL BE SUBSTANTIALLY CLEAN AND FREE OF DEBRIS AND WEEDS. ALL PLANT MATERIALS SHALL BE LIVE, HEAL THY 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 LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT 2-314 INCH LINERS) SHALL COVER 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 E.3-1.2 AREAS OF APPLICATION (PLANTING) E.3-1.2.1 SLOPES -6:1 OR STEEPER AND: BENCHMARK: DESCRIPTION: STANDARD Jl-10 STT?EFT CENTERIJNE llfl.L ~/JAIENT LOCATION: CENTERIJNE (T El CAMINO REAL AT EJIGINEEll'S STAllON ~+92 PER R. S 18(}(}-1 RECORD FROM: COUNTY BENCH l£Wl.S (Na COUNTY VERT. UM OF 1 GALLON CONTAINERS) 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 REFER TO SHEET 19 FOR APPENDIX F.2-1 "CONDITION A" DETAIL, F.2-2 "CONDITION B" DETAIL, AND F.2.3 "MODIFIED SLOPES". SALVIA SPECIES -SAGE 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 LAURINA -LAUREL SUMAC QUERCUS DUMOSA -SCRUB OAK RHUS INTEGRIFOLIA-LEMONADE BERRY AYLOCOCUCUS Bl-COLOR -MISSION MANZANITA 01\TE INITIAL DATE INITIAL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CT[] CITY OF CARLSBAD I SH2Sjf 8 PLANNING DEPARTMENT PLANTING SPECIFICA llONS FOR: Calavero Hills II Village X C.T. (J(}-()2 ~ ., ROV~ ,, V r,~. , 12-1..r-ar ASSISTANT PLANNING DIRECTOR DATE DWN BY:~ PROJECT NO. DRAWING NO. CHKD BY: XXXXXX CONTRa. 0A TA) ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 01-06 405-4L ELEVATION: 68.479 OATIJM: NGl,,f) (T 1929 CMWD 122303 SECTION A-1 A-2 A-3 NATtVE 20' 20' 20' (UNDISTURBED) Irrigation VES YES YES NO lantln • FIRE RETARDANT • LDWFUEL • LOW FUEL NIA • NO TREES OR SHRUBS • NATIJRALIZING NATIJRALIZING • NO TREES • TREES NO CLDSER THAN 20'APAAT ·• ·• • CONDITION A" -MANUFACTURED SLOPES fire sections APPENDIX F.2-1 "CONDITION A" -MANUFACTURED SLOPES SECTION B-1 B-2 B-3 20' 20' 20' YES YES, TEMPORARY NO • FIRE RETARDANT • WW FUEL SPECIES NONE I • NO TREES OR SHRUBS • SELECTIVE PRUNING OF 8()'l!i OF • SELECTM' PRUNING OF 40'1& WILDLIFE BARRIER • REMOVAL OF HIGH FUEL .THE MODERATE FUEL SPECIES OF THE MODERATE FUEL 6' TALL NON-COMBUSTABLE SPECIES VOLUME SPECIES VOLU}"E WALL (3 FEET OF BLOCK AND • NO COMBUSTll;!LE • 100'1& REMOVAL OF HIOH FUEL 3 FEET OF TEMPERED GLASS STRUCTURES, ADDITIONS. • 100'1& REMOVAL OF HIGH FUEL PANELS ANGLE AT APPROX. ATTACHMENTS, SPECIES SPECIES 21 DEGREES) STORAGE OR FENCING "CONDITION B" -NATIVE SLOPES fire sections VILLAGE X LOTS 27-43 (CT 01-06) f.,3-(o: fl..N,\MA?JLe FEI\JC.IN(S:,-(Wa::>D)~HA.\..-1-~ ~ A.l-L.-0',,A,/l=O wfiN 10.01 OF 11"\a. NATIVE-\JNDl-:>TLIR:e>~D ARE.A . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. • CLEARANCE 3X HEIQHT OF UNDER STORY APPENDIX F.2-2 "CONDITION B" -NATIVE SLOPES ,1-l' tv ,,, . ~ DA1' , I El!!'. DATE W C/11- -~ • DATE, 1/24/05 DRAl"IN BY, JRJ/MMO JOB NU!v!BER, 0206"1. I FILE, REVl510N5, ~ 1iOWflRD flSSOClflTf S T 2835 Camino del Rio South Suite 210 San Diego, Caltfornia 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT " P.E. EXP ___ _ REVIEWED BY: INSPECTOR DATE DATE NATIVE (UNDISTURBED! N/A BENCHMARK: DESCRIPTION: STANOARO 11-10 STREET CENTERlJN£ llf1L IION/JIIENT LOCATION: CENTERlJNE OF El CANINO REAL AT ENGINEER's STA l/ON -15#92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LDflS (NO. COUNTY IDi'T. fXWllifX OA TA} ELEVATION: 68.479 OAT/IN: N0VI) OF 1929 DATE INmAL ENGINEER OF WORK Zone Depth Irrigation Requirement Description Modified Zone 1 12 to 25 ft. Depending on individual lot backyard depth to the 6 ft. high non-combustible (n/c) wall Yes Backyard landscaping with only Fire Resistant plants: 1. No trees in this zone 2. No shrubs in this zone 3. Mostly lawns and ground cover plants Modified Zone 2 Additional 15 to 28 ft. beyond the (n/c) wall and within the native vegetation Temporary, only for new plantings 100% removal of all high fuel volume species, with the exception of Buckwheat and Salvia species (sage). 50% of these species and 60% of moderate fuel volume species will be retained. 1. No native shrubs taller than 36" in height are allowed in this zone. 2. Annual hand pruning of all dead material from the retained moderate or high fuel volume species. 3. The only grasses which will be allowed are approved native grasses. These grasses to be maintained at a 4-inch stubble height. Modified Zone 3 Zone depth to create total of 60' for all three zones No 100% removal of all high fuel volume species, with the exception of Buckwheat and Salvia species (sage). 50% of these species and 70% of moderate fuel volume species will be retained. 1. All moderate fuel volume shrub species are to be maintained to 36 inches in height, except for a few scattered native fire resistant (low and moderate) listed tree and shrub species. 2. Each tree/shrub will be pruned of all dead material. 3. Each retained fire-resistant native tree must be pruned from the ground to a height of three times the height of the understory fuel bed. 4. The only grasses which will be allowed are approved native grasses. These grasses to be maintained at a 4-inch stubble height. Native Beyond 60 feet from a combustible structure N/A To be left in an undisturbed condition Clearance 3x height of understory APPENDIX F.2-3 MODIFIED ZONES CONDITION "C" I s19I CITY OF CARLSBAD I SH25'f PLANNING DEPARTMENT PLANTING SPECIFlCA TIONS FOR: Colovero Hills II Village X C. T. (J(}-()2 A~ >OVE"-A 1--·-✓ 12-IS--0.'1 . ASSISTANT PLANNING DIRECTOR DATE DWN BY:J.l!!l I PROJECT NO. I DRAWING NO. DATE INmAL DATE INITIAL CHKD BY: XXXXXX REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 01-06 405-4L CMWD __ -__ Id 122303 GENERAL CONSTRUCTION NOTES I. ALL EXISTIN6 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. OV'INER SHALL APPROVE ALL MATERIALS PRIOR TO ORDERING. 5UBMIT FINISH SAMPLES OF FLATV'IORK FOR OV'INER APPROVAL PRIOR TO ORDERIN6. 4. PERMITS FOR ANY CONSTRUCTION DEPICTED IN THESE PLANS SHALL BE OBTAINED BY THE C,ONTRAC, TOR. 5. CONTRACTOR SHALL SHIELD EXISTING V'IORK V'IITH VISQUEEN TO PREVENT SPLATTERING OF CONCRETE OR MORTAR. 6. ALL PAVING SHALL 5URFACE DRAIN AT MINIMUM 196 AV'IAY FROM V'IALLS AND STRUCTURES TOV'IARD SV'IALES. ALL PLANTED AREAS SHALL DRAIN AT MIN. 2% TOV'IARD SV'IALES. SEE CIVIL ENGINEERING DRAINAGE PLAN FOR ALL GRADING. 1. ALL V'IRITTEN DIMENSIONS ON PLANS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. e. IN CASE OF DISCREPANCIES BETV'IEEN V,RITTEN 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;:,00 PSI. CEMENT SHALL BE TYPE I. FINISH MEDIUM BROOM FINISH AND COLOR SHALL BE 'NATURAL (!;REY' UNLESS OTHERV'IISE NOTED. PROVIDE 12" SQUARE SAMPLE POUR FOR APPROVAL PRIOR TO INSTALLATION. 2. REINFORCIN6 SHALL COMPLY Jl,!ITH ASTM At:>15, GRADE 40. METAL FENCING NOTES I. STEEL TUBIN6, COLD ROLLED DOMESTIC, TUBULAR STEEL, ASTM A500 2. GALVANIZING, PRE-GALVANIZED O.'l MIL ZINC COATING :3. ACRYLIC,/ POLYESTER COATIN6, BAKED ON TO A .6 MIL THICKNESS. 4. PRIMER, EPOXY POLYAMIDE PRIMER -ELECTOROSTATICALLY SPRAY PAINT ENTIRE PANEL Jl,!ITH 2.0 MIL THICK l"IET COAT OF PRIMER. 5. PAINT, POLYURETHANE -ELECTROSTAICALLY SPRAY PAINT ENTIRE PANEL 2.0 MIL THICK il'IET COAT OF POLYURETHANE TOPCOAT. 6. il'IELDING, STEEL IS MANUFACTURE -il'IELDED FOR CLEAN, NEAT il'IELD5. l"IELDED CONTINUOUSLY AROUND FOR STRENGTH AND COMPLETE STEEL AGAINST THE ELEMENTS. ALL l"IELD5 AND OTHER CONNECTIONS EXPOSED IN THE FINISHED V'IORK SHALL BE GROUND AND DRESSED SMOOTH AND 50 THAT THE SHAPE AND PROFILE OF THE ITEM V'IELDED 15 PRESERVED. 1. CLEANING, il'IELDING SPLATTER REMOVED. GRINDING v,t,ERE NECESSARY FOR NEAT SURFACE. PANEL IS THEN l"IIPED DOV'IN TO REMOVE SURFACE DUST AND OILS. l"IELDS ARE REJWENATED Y'ilTH COLD GALV. AND ACRYLIC. e. QUALITY CONTROL INSPECTED AT EACH STAGE. 'l. PRE-PACKED V,ITH FOAM FOR DAMAGE PREVENTION. 10. LANDSCAPE CONTRACTOR SHALL SECURE ALL FIELD MEASUREMENTS REQUIRED FOR PROPER AND ADEQUATE FABRICATION AND INSTALLATION OF FENCING. II. METAL FENCIN6 AND !!:,ATES SHALL BE FABRICATED AND ASSEMBLED IN THE SHOP TO THE GREATEST EXTENT POSSIBLE. 12. ALL 6ATES SHALL BE SELF-CLOSING Y'ilTH STEEL STOPS. 1:3. MANUFACTURED Y'iROU6HT IRON FENCE MATERIAL (PANELS) SHALL BE GUARANTEEP AGAINST RUST FOR A PERIOD OF FIVE (5) YEARS, AFTER COMPLETION AND ACCEPTANCE OF PANELS PLACED. THIS IS CONSIDERED THE MANUFACTURER'S V'IARRANTY. 14. THE CONTRACTOR PLACED V'IROU6HT IRON (il'IELDS AT POSTS AND OTHER INSTALLATION POINTS) SHALL BE cS-UARANTEED AcS-AINST RUST FOR A PERIOD OF THREE (:3) YEARS AFTER COMPLETION AND ACCEPTANCE OF 1"4ROU5'HT IRON FENCE PLACED. THIS 15 CONSIDERED THE CONTRACTOR'S 1"4ARRANTY. 15. ALL 1"4ROU6HT IRON CONNECTIONS SHALL BE CONTINUOUSLY il'IELDED. ALL TUBIN6 TO HAVE ENDS Y'iELDED CLOSED. ALL STEEL SHALL BE PAINTED l"IITH ONE (I) COAT ZINC, SHIELD PRIMER AND TV'IO (2) COATS Hl6H cS-LOSS POLYURETHANE OR EQUAL. FINAL COLOR FOR ALL l"IROUcS-HT IRON FENCE SHALL BE FRAZEE 81'l6-N-AROPLATE (COLOR SHALL MATCH FENCE ON RANCHO CALIFORNIA ROAD), PREVIOUSLY APPROVED BY THE PROJECT I MANAGER. TYPE OF PAINT SHALL BE AMERON 450-HS POLYURETHANE. , MASONRY NOTES I. ALL STUCCO l"IALLS SHALL BE ll'IATER SEALED ll'IITHIN :30 DAYS OF STUCCO COLOR. ALL i STUCCO SHALL MATCH ARCHITECTURE IN FINISH, EXCEPT AS NOTED. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 1/24/09 DRAf',N SY, JRJ/MMO JOB NUMBER, 0206"1.1 FILE, REVISIONS, POOL AND SPA NOTES I. ALL POOL AND SPA CONSTRUCTION SHALL BE IN CONFORMANCE ll'IITH LOCAL AND STATE CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL HEALTH AND ANY OTHER REQUIRED PERMITS AND THE STRUCTURAL AND EQUIPMENT DETAILING REQUIRED TO OBTAIN THESE PERMITS. 2. CONTRACTOR SHALL SUBMIT SHOP DRAV'IINGS SHOl"IING POOL AND SPA DEPTH, CONSTRUCTION DETAILS AND EQUIPMENT LOCATIONS FOR LANDSCAPE ARCHITECT'S REVIEV'I PRIOR TO CONSTRUCTION. POOL DEPTH SHALL RAN6E FROM :3 TO 5 FEET FROM ll'IATER LEVEL TO BOTTOM OF POOL. :3. POOL CONTRACTOR SHALL COORDINATE INSTALLATION OF EQUIPMENT AND PIPIN6 Y'ilTH THE 5ENERAL CONTRACTOR. SEE CONSTRUCTION PLANS FOR LOCATION OF POOL AND SPA EQUIPMENT, TO BE LOCATED INSIDE THE EXERCISE BUILDIN6 4. CONTRACTOR TO SUBMIT A5-BUIL T DRAl"IINGS OF ALL PIPIN6 ALON5 V'IITH A COMPETE EQUIPMENT LIST TO THE LANDSCAPE ARCHITECT AT THE COMPLETION OF ll'IORK. 5. CONTRACTOR SHALL PROTECT ADJACENT V'IORK AND MATERIALS, REMOVE ALL RUBBISH AND ACCUMULATED MATERIALS AND LEAVE ll'IORK IN CLEAN, ORDERLY AND ACCEPTABLE CONDITION. 6. THE CONTRACTOR SHALL LEAVE THE ENTIRE PLUMBING SYSTEM INSTALLED IN THIS CONTRACT IN PROPER ll'IORKING ORDER AND SHALL l"IITHOUT ADDITIONAL CHARcS-E, REPLACE ANY l"IORK OR MATERIAL V'IHIC.H DEVELOPS DEFECTS, EXCEPTIN5 ORDINARY Y'iEAR AND TEAR, ll'IITHIN ONE (I) YEAR OF THE DATE OF ACCEPTANCE BY Oll'INER. 1. POOL FINISH SHALL BE ll'IHITE PLASTER. e. TILE FOR b" POOL SCUM BAND TO BE DOUBLE ROl"I OF 9" CHLORINE RESISTANT GLAZED TILES Y'ilTH l"IHITE GROUT, UNLESS OTHERl"IISE NOTED. TILE FOR t," SPA SCUM BAND TO MATCH POOL TILE (COLORS TO BE SELECTED BY Ol"INER AT TIME OF INSTALLATIONJ 'l. FILTERS FOR POOL AND SPA SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 10. HEATER SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. II. AUTOMATIC. CHLORINATORS SHALL BE PROVIDED. 12. SKIMMERS SHALL BE COMMERCIAL TYPE V'IITH FLOAT AND CHECK VALVE, I 1/2" THREAD (Sl"IIMQUIP U:38655 OR APPROVED EQUAL). 19. RETURNS FROM FILTERS/ HEATER SHALL BE AS FOLLOll'IS, POOL -18" BELOl"I V'IATER LEVEL AND 5' MINIMUM FROM SKIMMER, 10' MINIMUM SEPARATION. SPA -12" MINIMUM BELOl'-4 l"IATER LEVEL AND 5' MINIMUM FROM SKIMMER. INLETS SHALL BE ll'IHITE. FLOV'I METERS FOR POOL AND SPA SHALL BE BLUE-1"4HITE F-:300 OR APPROVED EQUAL. 14. PROVIDE LIGHTS IN POOL AND SPA. POOL PUMP AND Ll6HTS SHALL BE ON SEPARATE 24-HOUR TIMERS. 15. SPA SHALL HAVE Tl"I0-2 HP JET BOOSTER PUMP, TV'IO 2 HP AIR PUMP 1"41TH (12)JETS. JETS SHALL BE ADJUSTABLE FOR DIRECTION. VARY HElcS-HT OF SPA JETS AND SPA BENCH FOR A VARIETY OF JET ELEVATIONS. lb. SPA SHALL HAVE A TIMER SV'IITCH LOCATED ON EXERCISE BUILDING l"IALL ADJACENT TO SPA. COORDINATE V'IITH cS-ENERAL CONTRACTOR. 11. THE LOCATION OF ALL EXISTING FACILITIES IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTINe, FACILITIES AND INFORM THE LANDSCAPE ARCHITECT IMMEDITEL Y OF ANY DISCREPANCIES BETll'IEEN THE PLANS AND FIELD VERIFICATION. 18. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL Sl6NA6E AND EQUIPMENT REQUIRED BY CODE. l'l. THE CONTRACTOR SHALL INSTALL HANDRAILS AND STEPS AT THE POOL ENTRIES. THE CONTRACTOR SHALL INSTALL A HANDRAIL AND STEPS AT THE SPA ENTRY. LANDSCAPE DRAINME NOTES I. ALL LOCAL, MUNICIPAL AND STATE CODES, LAl"IS, RULES AND RE6ULATIONS PERTAINING TO ANY PORTION OF THIS l"IORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE PLANS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL OBTAIN ALL NEC.ESSARY PERMITS REQUIRED TO PERFORM THE ll'IORK HEREIN PRIOR TO BEGINNING l"IORK. :3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND PROTECT IN PLACE ALL EXISTING UTILITIES PRIOR TO BEcS-INNING 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 bd GRADIENT, SUFFICIENT TO DIRECT SURFACE FLOll'l OF l"IATER Al"IAY FROM SLOPES. 5. BURY ALL DRAIN LINE ll'IITH A MINIMUM OF 12" COYER. b. ALL DRAIN LINE SHALL HAVE A POSITIVE FLOV'I ll'IITH A MINIMUM GRADIENT OF 196. 1. ALL DRAIN PIPE SHALL BE 4" RIGID PVC. FLEXIBLE PIPE SHALL NOT BE ALLOY'iED. 8. SLEEVE ALL DRAIN LINES AS THEY PASS UNDER PAVED AREAS, l"IITH SCHEDULE 40 SLEEVES Tll'IIC.E THE SIZE OF THE ll'IORKING PIPE. 'l. GRADE ALL LANDSCAPED AREAS TO DRAIN AT 2% MINIMUM GRADE TOl"IARD AREA DRAINS, 51/'lALES OR CURBS. 10. ,:,RADE POOL DECK TO DRAIN AT A 196 MINIMUM GRADE TOV'IARD AREA DRAINS CONSTRUCTION LEGEND SYMBOL 0 0 ® 0 ® 0 0 ® 0 @) ® @ @ @ @) @ @ @ Q~ @ DESCRIPTION CONCRETE V'IALK MEDIUM ACID ETCH FINISH, DAVIS (ri'\ 'S.D. BUFF' INTE6RAL C.OLOR @ CONCRETE POOL DECK, FINISH TO MATCH V'lALKS ® POOL -SEE POOL AND SPA NOTES THIS SHEET ® SPA -SEE POOL AND SPA NOTES THIS SHEET® V'lOOD OVERHEAD TRELLIS ® 5' HEIGHT MASONRY V'lALL ® 5' HEIGHT TUBULAR STEEL FENCE @ 9' v'!IDE TUBULAR STEEL SATE ® ASPHALT PARKING, PER EN61NEERING PLANS V'llTH CONCRETE CURB ASPHALT ENTRY DRIVE, "'ER EN61NEERIN6 PLANS V'llTH CONCRETE CURB REST ROOM I POOL EQUIPMENT BUILDING PER ARCHITECTURAL PLANS CONCRETE SIDEv'!ALK, PER ENGINEERING PLANS 2, I SLOPE PER ENGINEERING PLANS NEIGHBORHOOD ENTRY MONUMENT, PER SEPARATE PLANS (N I C.) RETAINING v'!ALL, PER ENGINEERING PLANS EXPANSION JOINT (TYP.) SCORE JOINT (TYP.) CONCRETE MOV'l CURB ® MASONRY PILASTER ® 96" HIGH MASONRY v'!ALL ® SYMBOL LEGEND SYMBOL DESCRIPTION n ALIGN ALIGN R RADIUS 'E CENTER LINE EJ EXPANSION JOINT TYP TYPICAL O.C. ON CENTER HAX MAXIMUM t--11 N MINIMUM A ctlOWflRD fl~SOClflTtS ~ CITY OF CARLSBAD I SH~.lf l----+--t---------------t----t-----1r---t----J L1Q_J PLANNING DEPARTMENT .U l----+--t---------------t----t-----1r---t----J T 2835 Camino del Rio South Suite 210 San Diego, California 92108 (611!}7H!-1!660 rAX (619)718-9669 RLA #2919 "AS-BUILT " P.E. EXP,. ___ _ DATE REVl£W£0 BY: INSPECTOR DATE BENCHMARK: DESCRIPTION: STANDARD 11-10 Sm££T CEN1ERUN£ llf1l. 1/fX',/lJIIENT LOCATION: CEN1ERUN£ OF El CAl,lfN() REAL AT £NGIN£EJ?'S STATION ,t.54+92 PER H.S 1800-1 RECORD ffiOM: COIJNTY 8£NCH lE',£1.S (NO. COUNTY ~r. C(K>(T/?Ol OA TA) ELEVATION: 68.479 OAT/Ill: NGJ,fJ OF 1929 CONSTRUCTION LEGEND AND NOTES FOR: Colovero Hills II Village X c.r. (J(}-(J2 CMWD __ -__ .- 122303 I j ' RECREATION AREA APPROVED FOR PLANTING LOT 116 AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 1/24/09 DRA~N BY, JRJ/MMO JOB NUMBER, 0206"1.I FILE, REVl510N5, I I / / \ / ----r ---~.h.J ... <tlOWflRD fl~SOClfllf S ... 2835 Camino del Rio South Suite 210 San Diego, California 921 08 (619)718-9660 FAX (619)718-9669 RLA #2919 \ / \ / \ / 20'-0" Y 15'-0" 14'-0" r ________ L ________________ _ I HAS-BUILT H P.E. EXP. __ _ REVIEWED BY: INSPECTOR FOR CONSTRUCTION NOTES, SEE SHEET20 DATE DATE BENCHMARK: DESCRIPTION: STANDARD M-10 STREtT CENTERUNE /,Ell MOMJAIENT LOCATION: CENTERI.IN£ OF El CAMINO REAi. AT ENGINEtR'S STAllON -154+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH /E',€/.S (NO. COUNTY IBlT. CONTRot. OA TA) ELEVATION: 68../79 OATlJl,f: NG'4J OF 1929 OATE INmAL ENGINEER OF WORK CONSTRUCTION LEGEND SYMBOL CD 0 ® 0 ® 0 G) ® 0 @ ® @ @ @ @) @ @ @ @ @) DESCRIPTION C,ONC.RETE 1/'lALK MEDIUM AC.ID ETCH FINISH, DAVIS ,W BUFF' INTEGRAL COLOR ~ NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET 5' HEIGHT MASONRY 1/'lALL, PER SEPARATE PLANS (N 1.C.) NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET CONCRETE SIDEV'!ALK, PER ENGINEERING PLANS 2, I SLOPE PER ENGINEERINiS PLANS NOT USED THIS SHEET NOT USED THIS SHEET EXPANSION JOINT (TYP.) SCORE JOINT (TYP) C.ONC.RETE MOV'! CURB ®. MASONRY PILASTER @ NOT USED THIS SHEET North 1" = 1 O' GRAPHIC SCALE KEY MAP CTu 1 CITY OF CARLSBAD lszs81 PLANNING DEPARTMENT CONSTRUCTION PLAN FOR: Calavera Hills II Village X C.T. 00-02 ~ !ROVE1/lo11 12-IS:Q~ ASSISTANT PLANNING DIRECTOR DATE DWN BY:""JllJ PROJECT NO. DRAWING NO. DATE INmAL DATE INITIAL CHKD BY: XXXXXX REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 01-06 405-4L CMWD _-__ 122303 \ 4 1-011 ·-:-10~~!::.-,;;-, --~11'-0" HC. / R5'-6" RECREATION CENTER LOT 117 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 1/24/09 DRAJIIIN 6Y, JRJ;t,IMO J06 NUMBER, 0201:>Gf.l FILE, REVl510N5, 10'-0" 12'-0" 4' ® . . . . . . ~ <tlOWftRD ft)SOClflTtS T 2835 Camino del Rio South Suite 210 San Diego, Callfornla 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 40'-0" POOL 16'-0" ~"f-il P.A 41-011 EQ ' P.A. . .. . "AS-BUILT " P.E. EXP. __ _ REVIEWED BY: INSPECTOR I 20'-0" PO.B. ' ) .. •-. . ~'-0" -$-' () I r ,_..____, -......,,...,--+~.....--------"k- . . . DATE DATE ' 4' 4' '--+----,t<-------if-'- ♦ I "" Rl4'-0" BENCHMARK: DESCRIPTION: STANDARD Al-10 STREET CENTFRl./NE M1l. AIONWENT LOCATION: CEN1ERi.lNE OF B. CAl,IIN() NEAL AT ENCINEER's STATION 45#92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lEIHS {NO. COUNTY VERT. CONTROl. OA TA) ELEVATION: 68.-1-79 OA l/11,1: NG'tfJ OF 1929 DATE INmAL ENGINEER OF WORK LIGHTING LEGEND SYMBOL DESC.RIPTION -$-BOLLARD * V>!ALL Ll<SHT FOR CONSTRUCTION NOTES, SEE SHEET 20 GONSTRUGTION LEGEND 10 I 0 0 ® 0 ® ® 0) ® 0 @ ® @ @) @ @) @ @ @ § @ P.A. 5 0 ~ DESC.RIPTION CONCRETE V>!ALK MEDIUM AC.ID ETCH FINISH, DAVIS ® 'S.D. BUFF' INTE<SRAL C.OLOR C.ONCRETE POOL DECK, FINISH TO MATC.H V>!ALKS ® POOL -SEE POOL AND SPA NOTES THIS SHEET ® SPA -SEE POOL AND SPA NOTES THIS SHEET® V>IOOD OVERHEAD TRELLIS ® 5' HEl<SHT MASONRY V>!ALL @ 5' HEl<SHT TUBULAR STEEL FENCE @ 3' V'IIDE TUBULAR STEEL <SATE ® ASPHALT PARKING>, PER EN<SINEERIN<S PLANS V>!ITH C.ONC.RETE C.URB ASPHALT ENTRY DRIVE, PER EN<SINEERIN<S PLANS V>!ITH CONCRETE CURB REST ROOM / POOL EQUIPMENT BUILDING> PER ARCHITECTURAL PLANS (NOT AVAILABLE THIS SET) CONCRETE SIDEV>!ALK, PER EN<SINEERIN<S PLANS 2, I SLOPE PER EN<SINEERIN<S PLANS NEl<SHBORHOOD ENTRY MONUMENT, PER SEPARATE PLANS (N.I .C) RETAINING> V>!ALL, PER EN<SINEERIN<S PLANS EXPANSION JOINT (TYP.) SC.ORE JOINT (TYP.) CONCRETE MOV>! CURB ® MASONRY PILASTER @ 36" Hl<SH MASONRY V'IALL ® PLANTING> AREA North 1" = 1 O' 20 30 i I GRAPHIC SCALE KEY MAP [ru 2 CITY OF CARLSBAD ISM!t PLANNING DEPARTMENT CONSTRUCTION PLAN FOO, Colovero Hills II Village X C. T. otJ-02 Al(_,PfO~~ -•,,~ /z-/~Qj_ ASSISTANT PLANNING DIRECTOR DATE DWN BY:"J,l!;ll PROJECT NO. DRAWING NO. DATE INITIAL DATE INffiAL REVISION DESCRIPTION CHKD BY: XXXXXX CT 01-06 405-4L OTHER APPROVAL crrv -ROVAL RVWD BY: CMWD __ -_ 122303 -------1---- NEIGHBORHOOD PARK APPROVED FOR PLANTING LOT 116 AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ! I DATE, 1/24/0S DRAY'IN EIY, JRJ/MMO JOEi NUMEIER, 020b"!.1 FILE, REVISIONS, A gjOWflRD ftSSOClftlf S T 2835 Camino del Rio South Suite 210 San Diego, California 921 OB (619)718-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT " P.E. EXP. __ _ REVIEWED BY: INSPECTOR CONNECT TO STORM DRAIN (SEE CIVIL ENolNEER PLANS) I I I /~ IE 1"'19.e I I I I FOR DRAINAGE NOTES, SEE SHEET 20 DATE DATE BENCHMARK: DESCRIPTION: STANOARO 1,1-fO ST!r£ET CENTF!NJN£ MU. MONUMENT LOCATION: CENlERUNE OF El. CAl,(fl{O REA/. AT ENGINEER'S STA~ -154+92 PER R.S 1800-f .RECORD FOOM: CO/JNTY BENCH ££1,(l.S (NO. COUNTY ',!RT. CONTROi. DATA) ELEVATION: 68.-179 OATW: NCIO OF 1929 DATE INITIAL ENGINEER Of WORK 0 ◊ Drainage Legend DESC.RIPTION 4" DRAIN INLET V'llTH oREEN (;~) PLASTIC. FLAT oRATE 4" DRAIN INLET V'llTH 6REEN ® PLASTIC. ATRIUM 6RATE 4" DRAIN INLET V'llTH 4" SGUARE BRASS oRATE -----RlolD 4" DIA. PVC. DRAINLINE DIRECTION OF FLOV'l - Fo FF FS IE PC. RE TC. FINISH 6RADE FINISH FLOOR FINISH SURFACE INVERT ELEVATION POOL C.OPINo RIM ELEVATION TOP OF C.URB TOP OF V'lAJ..L REVISION DESCRIPTION North 1" = 1 O' GRAPHIC SCALE DATE INITIAL OTHER APPROVAL DATE INITIAi. CITY APPROVAL ·1 122303 KEY MAP Lill CITY OF CARLSBAD ISHEM 3 PLANNING DEPARTMENT DRAINAGE PLAN FOR: Co/overo Hills II Vi/loge X C.T. ()()-()2 ~~ t-<OVEv / '-'I lz-1.s==cu ASSISTANT PLANNING DIRECTOR DATE DWN BY:~ PROJECT NO. DRAWING NO. CHKD BY: XXXXXX CT 01-06 405-4L RVWD BY: CMWD __ -__ 1 ' LINE OF 516HT--+------< -··•----!i=te 209.5 . IE 201.2 Rl:: 209.5 IE 201.€> , ·-"µ"• -···--.. I Rl:: 209.5 RE 209.4 RE 209.9 IE 201.I \ IE 201.9 JE 201.1 _ _.,.,,....,.,....,....-,---,r-+---..::---·---· -----··· ··-.. -·-----""'-sc;,-,--,l-------.,,_ ----r;:::-=t=-=='t=========~t::::=!::::;::=:::::::::::==~ \ RECREATION CENTER LOT 117 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RE 209.4 IE 201.0 RE 209.d!e i---,c-,i._; IE 201.25 ', RE .20 '")E 201.1 / /' RE 2os:9 , , 201.0 DATE, 1/24/0S DRAJl'lN 6Y, .JRJ/MMO J06 NUMBER, 0201!:><l.1 FILE, REVISIONS, :...-i=te 204.oo RE :2oa.<=1e ..,. _ _...-;'(,.,.,~==='iJ-=C,-../--t;,,1iEE::2~oo'i-;1.4~_ .1/ 1 E 2~~0,::.,.-,t-----.:"·, FF .2 4.10 IE 201.25 RE 209.d!e IE 201.€> RE 204.09 Rl:: 204.09 RE 204.0 IE 201.45 IE 201.55 IE 201 h5 --- ... ctiOWflRD ft)SOClfllf S T 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 " RE 204.9 \{E 201.€> \ RE 209.9 IE 201.8 ,,AS-BUILT " P,E. EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE / PC 204.10 / / / / / / / ,, " ' ' RE 204.0 IE 20!2.0 /Rl:: 2 .4 IE,21::>2.0 / .4 BENCHMARK: DESCRIPTION: STANDAHO 11-10 STH££T CENTFRIJNE: LOCATION: IIE1L MONUMENT CENlERllNE OF B. CAJIINO HEAL AT ENGINEER'S STA 710N -IM+92 PER R.S /8()(}-/ 11ECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY l,,O?T. r»lll?Ol OATA) ELEVATION: 68.479 OATIJM: NCVO OF 1929 • DATE INrTIAL ENGINEER OF WORK REVISION DESCRIPTION Drainage Legend 5YM60L DE5C.RIPTION 0 4" DRAIN INLET Y'IITH 6REEN (C\ PLASTIC FLAT GRATE 'O ◊ FG FF F5 IE PC RE TC TJ/'I 4" DRAIN INLET Y'IITH cS-REEN @ PLASTIC ATRIUM GRATE 4" DRAIN INLET i"IITH 4" SQUARE 6RA55 GRATE ® RIGID 9" DIA. PVC DRAINLINE DIRECTION OF FLOJl'I FINISH GRADE FINISH FLOOR FINISH SURFACE INVERT ELEVATION POOL COPING RIM ELEVATION TOP OF CURB TOP OF J/'IALL FOR DRAINAGE NOTES, SEE SHEET 20 North 1" = 1 O' KEY MAP \·--'"-..,_ ' ', /'-\ '· .. T\ \ '✓ I \ \ '1 I ' I .,, / \ l /'0-, ', / .. \\ Lill 4 CITY OF CARLSBAD ISHE~ PLANNING DEPARTMENT DRAINAGE PLAN FOR, Calavera Hills II Village X C.T. 00-02 A PROVED~ -i',/,1 /2.-IS--:f:l_I ASSISTANT PLANNING DIRECTOR DATE OWN BY:~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: XXXXXX CT 01-06 405-4L OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD __ -__ 122303 SECTION NOT TO SC.ALE 0 0 0 0 ® 0 4" CONCRETE PAVIN6' -.2500 PSI @ .2B DAYS UNLESS OTHERV'IISE SPECIFIED .2" BASE IF REQUIRED BY SOILS REPORT 119 REBAR @ IB''' O.C. OR 6X6 IOXIO V'IV'IM COMPACTED SUB6RADE 1/2" PREFORMED FELT EXPANSION JOINT V'IITH 1/4" RADIUS @ ED6ES 1/4" SAV'IGUT OR TOOLED 5GORE JOINT PER CONSTRUCTION PLAN NOTE: ALL SUB-BASE AND REINFORCEMENT SHALL BE PER 501LS/STRUCTURAL ENGINEER. 5 ·~·-·.·••,i'~--. . .. ·~-• .. -..• ,..a : .: 11---11 • 2 4 (J) ST AND ARD !l'lHITE POOL COPING, @ ® @ ® @ G) POOL !l'lALL ll'llTH REINFORCIN.S PER SHOP DRAY'llN5S 6" BAND OF 9X9 TILE !l'lA TER LINE POOL DECK EXPANSION JOINT POOL PLASTER == 4 0 .SREEN PLASTIC FLAT OR ATRIUM 5RATE PER LE5END 0 FINISH .SR.ADE ® LOIA! PROFILE ADAPTER 0 UNIVERSAL OUTLET ® PVC RISER © DRAIN TEE OR ELL 0) DRAIN PIPE ®ICU. FT. CRUSHED ROCK 0 SLOPE TO DRAIN (A)1--Po_o_1_D_e_ck _____________ _ (B )1--P_o_o_l _C_o_p_in_g ________________ (¢)1--L_a_nd_s_c_a_p_e_D_r_ai_n __________ _ _ __, 2 SECTION NOT TO 5GALE 0 0 ® 0 4" CONCRETE PAVIN6 -.2500 PSI @ 2B DAYS UNLESS OTHERV'IISE SPECIFIED COMPACTED 5UB6RADE 1/2" PREFORMED FELT EXPANSION JOINT r'IITH 1/4" RADIUS @ EDGES 1/4" SAV'IGUT OR TOOLED 5GORE JOINT PER GONSTRUGTIION PLAN (o ),__c_o_nc_r_et_e_P_a_v_in_g __________ _ -N -~ I r- 30" = -N +/-12" TRELLIS El fYAIIQN NOT TO SCALE . TYP. CD @ 5 ® @ ® FINISH .SR.ADE 6" X t," CONCRETE MOY'l CURB 1/2" RADIUS =119 REBAR CONTINUOUS SUB5RADE COMPACTED PER SOILS REPORT DECK DRAIN TO ALI.SN IAIITH SCORE JOINTS. PLAN VIEIAI -NT5 @1-------1.;;;;;;;..i, ©1----~- 5 0 !!' M. MASS °""IN ~TE (SATIN l"IN15H) IN C.ONCRE'Tc DEC.K AREAS (SEE LE6END) @ 5' DIA. PVC RISER PIPE ® DEEP f'OUR ED6E ~ ti!! Rel'!AA CONTINUOU5 0 f'l<E-FORMED EXPANSION JOINT i'IITH i'IATI'Rf'ROOF CAIJLKIN6 TO HATCH PAVIN6 DETAIL ® SCH 40 PVC TEE © PVC DRAIN PIPE 0 FINISH 5Ultl"ACE -~OPE TO INLET © PAVIN6 !!ASE PER SOILS REPORT NOTE, CONmAC-TOf<. TO INSTALL PVC ( E ).,._c_o_n_cr_e_te_M_o_w_C_u_r_b _____ _ B D • G t • p d A f<.151:f<. AS NECE55Af<.Y TO ACHIEVE (~ ),. __ ra_s_s __ ra_,_n __ r_a_e_,_n __ a_v_e __ r_e_a_s ___ M_,N._,91,_DRA_,_N ... _.sE_,_N _D ...... _INL-'NE_. __ _ 1/2" RAFTER END DETAIL 2-1/2' ----' ·-'l,2-1 /2" BEAM END DETAIL • -d) I () • " - ('I ill _. ('I w _. ('I w _. ... 90" ~ 4 It It +!-12" ~ r0 11 nn n i n r LL L L r r r r L L L r r r r 'C: L L L t-t-, r r ' L L L r r r r ' ,._ C: L L L r r, r r L L '-r r r I/ 'C: L -L r r -L -L r r --/ / ~r r L L . C: L L ' L L L l IU l IU l u . EQ. EQ. EQ. ,. ,. . 98'-8" ' = 0.. '. ,. 2~ ' . NOTE: PAINT ALL J/'IIOOD AND HAf<Dl"IARE TO MATCH TRIM OF POOL 6UILDING TRELLIS ELEVATION NOT TO SCALE 9 " 0 6X6 POST ON A MASONRY C.OLUMI CHAMFER TOP AS SHOV'lN @ 6XIO BEAM -BOLT THROUGH @ POST ® 6X8 JOIST -BOLT THROUGH @ POST 0 4X4 RAFTE-<-@ +/-12" O.C.., CHAMFER ENDS AS SHOV'lN. ® CONCRETE FOOTING V'llTH #4 REBAR 1/'lRAP @ 16" SQ. C.MU COLUMN BASE 12" SQ C.MU COLUMN #4 REBAR VERT. CENTERED 4"Xl6" C.MU C.AP 2"X20" C.MU C.AP ST!JC.C.O COAT TO MATCH POOL BLDG. STUC.C.O SC.REED rGD,__v-.1_o_o_D __ T_R_E_L_L_1_s ______________________________________________________ ®_19_s_1M_P_so_N_c._s_6_6_c._o_L_!JM_N_B_A_s_E_ ~: _ NOT TO SCALE ... gjOWflRD flSSOClflTf S Ll[] 5 CITY OF CARLSBAD lsli~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. , I I I DATE, 1/24/03 DRAl"IN B'Y, JRJ/MHO JOB NUMBER, O2O6"1.I FILE, REYl5ION5, T 2B35 Camino del Rio South Suite 210 San Diogo, Callfornla 9210B (619)71 B-9660 FAX (619)71B-9669 RLA #2919 "AS-BUILT " P.E. EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: STANOARO M-1O STR££T CENTmllNE HElLAKl'llHIENT LOCATION: CENTERl.lNE CF El CAAi/NO REAL AT ENGINEEJ?'S STATTON 451-+92 PER R. S 1800---1 RECORD FROM: COUNTY BENCH l£1£/.S (Na COUNTY tei'T. CWTROl OATA) ELEVATION: 68..f.79 OAllll,(: NGW CF 1929 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PLANNING DEPARTMENT CONSTRUCTION DETAILS FOR: Colavero Hills II Village X c.r. ()()-fJ2 I~ Rov=-:k« -~ / 2-IS-QJ ASSISTANT PLANNING DIRECTOR DATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INrTIAL DATE INrrlAL CH KD BY: XXXXXX OTHER APPROVAL CITY APPROVAL RVWD BY: CT 01-06 405-4L CMWD __ -__ _ I I 122303 -f'l -"'f"->1.-------r'---, ___ __._._ -() I I _J 2'-0" SECTION NOT TO SCALE j 0 0 I6"xl6"xB" CONCRETE BLOCK 0 #4 REBAR ALL 4 CORNERS IN GROUTED CELLS 0 CONCRETE FOOTING l'-llTH #4 REBAR RING 0 STUCCO COAT TO MATC,H ARCHITECTURE. CROl'-lN CAP ® 20" SQUARE X 4"HIGH CONCRETE CAP 0 FINISH GRADE OF PLANTING AREA 0 FINISH SURFACE 0 EXPANSION JOINT 0 STUC,C,O l'-lALL PER PLAN AND DETAIL z <( _J 0... Ii lll 0... I-:t I!) lll :t '1" <{) N 3 0 I 1· I •• I ~~11 ,:l I <:1 ,1 • •I . .-l ; 10" SECTION NOT TO SCALE 0 6" CMU l'-lALL l'-llTH #9 REBAR VERT. @ 16" O.C. IN GROUTED CELLS 0 CONC,RETE FOOTING l'-llTH #5 REBAR CONTINUOUS 0 5/B" THICK MIN. STUCCO COAT TO SE SELECTED SY DEVELOPER. CROl'-lN CAP TO DRAIN. 0 FINISH GRADE ® 10" Y'llDE X 4" HIGH CONC,RETE CAP Y'llTH CONTRASING COLOR STUCCO 0 i'-0" MIN. TO DAYLIGHT 0 #5 REBAR AT MIDHEIGHT AND TOP COURSE Stucco Pilaster (A)-----------(B ) ... _s_t_u_cc_o_w_a_11 ______________ _ 1, 1, 4'-1/2" O.C. 11 D z lll I!) Ii lll Ill _J 0... z I-C) :t I- I!) \.) -::::, Ill Ii I I- \j) z C) \.) Ir = -I -- rn 0 0 0 0 ® 1-1/e" O.D. CS.ALY. ROUND TUBULAR STEEL POST Jl'IITH C.AF @ e,'-O" MAX. O.C.. SPAC.IN6. PAINT Jl'IITH 2 C.OATS OF RUST RESISTANT PRIMER AND POLYURETHANE FINISH C.OAT. C.OLOR TO BE SELEC. TED BY OJl'INER. 1-9/B" O.D. GALY. ROUND TOP AND BOTTOM RAILS - PAINT TO MATC.H POSTS 9/4" O.D. ROUND PIC.KETS @ 4-1/2" O.C.. SPAC.IN6 - FAINT TO MATC.H P05T5 C.ONC.RETE FOOTING> FINISH GRADE 0 Revolution T e Tubular Steel Fence (D) Tubular Steel Gate APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I ! NOT TO SC.ALE DATE, 1/24/c>S DRAY'lN BY, JRJ/MMO .JOB NlJt-lBER, 0206"1.I FILE, REVl5I0N5, ... ¢10WflRD ft)SOClfllf S T 2835 Camino del Rio South Suite 210 San Diego, Callfornla 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT " P.E. EXP. __ _ REVIEWED BY: INSPECTOR 1-1/B" O.D. CS.ALY. ROUND TUBULAR STEEL POST Jl'IITH GAP. PAINT Jl'IITH 2 GOATS OF RUST RESISTANT PRIMER AND POLYURETHANE FINISH GOAT. PAINT TO MATCH FENCE 1-9/B" O.D. FRAME -PAINT TO MATC.H POSTS 9/4" O.D. ROUND PICKETS @ 4" 0.C,. MAX. SPACING -PAINT TO MATCH F05T5 C.ONGRETE FOOTING -SLOPE TO TOP OF DRAIN FINISH CS.RADE SELF-C.LOSING HINGES LOC.KABLE LATC.H TO MEET POOL AND ADA C.ODE5 DATE DATE Aof f8 §eXL@ BENCHMARK: DESCRIPTION: STANOARO U-10 S11?££T C£NTE!ll/N£ IJEI.L UONIJU£NT LOCATION: CENTERUN£ OF B. CAJIINO REAL AT ENCINEER'S STA llON -f5#92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lDflS {NO. COUNTY /£RT. CONll?OI. DATA) ELEVATION: 611.17.9 fMf/AI: NG'AJ OF 1929 -BATE INITIAL ENGINEER OF WORK 122303 [Ju CITY OF CARLSBAD SH$~ 6 PLANNING DEPARTMENT CONSTRUCTION DETAILS FOR: Co/overo Hills II Vi/loge X C.T. (J()-Q2 AfD. OVED~ I 2-1.S--<'~ ASSISTANT PLANNING DIRECTOR DATE DWN BY:""ElJ PROJECT NO. DRAWING NO. DATE: INITIAL DATE INITIAL CHKD BY: XXXXXX REVISION DESCRIPTION OTHER APPROVAL CITY APPRO\llll RVWD BY: CT 01-06 405-4L CMWD __ -__ _ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I DATE, 1/24/05 DRAV'IN BY, JRJ/MMO JOB NUMBER, 0206'1.I FILE, R.EVl510N5, MAN.IJSOLD 9901 PROML.l~TP05T ... <l:IOWftRD ft)SOClftlfS .,., 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT " d---=h P.E. EXP. __ _ REVIEWED BY: INSPECTOR I / I I DATE DATE I • , / I / I I // I . / / / / / II . , I i I I I MANll"OI..D :2&0' l"ROML.l~P~T BENCHMARK: DESCRIPTION: LOCATION: STANDARD M-10 Sm££T CENTERllNE" IIEl1 MONIJAIENT CENTERLINE OF El CAMINO /?£Al AT ENGINEER's STA"f!CW 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (Na COUNTY '>ERT. CONTROi.. OA TA) ELEVATION: 68.-f.79 OA ll/N: NC~ OF 1929 \ \ \ \ \ o•:\ c·) "·" NEW SHEETS FOR AS-BUil T SET DATE INrnAL ENGINEER OF WORK REVISION DESCRIPTION \ \ \ \ North 1" = 40' \ \ See Calavera Hills II Arterial Streetscape Plans for Irrigation in this Area (See Drawing No. 390-9P) FOR IRRIGATION LEGEND AND NOTES, SEE SHEET 2 •·\ ('.,' . " .. u \ \ KEY MAP GRAPHIC SCALE ~ CITY OF CARLSBAD 00 - 5/18/05 CG rz. -1.z-o ,a 7 PLANNING DEPARTMENT 0 AS BUILT IRIGATION PLAN FOR: Calavera Hills II Village X C.T. OfHJ2 APPROVED\, , -)-fr7.h /Z-2/..0.S- ASSISTANT PLANNING DIRECTOR DATE DWN BY:~ PROJECT NO. DRAWING NO. DATE INrnAL DATE INITIAL CHKD BY: XXXXXX 405-4L OTHER APPROVAL CITY APPROVAL RVWD BY: CT 01-06 CMWD __ -__ _ " POINT OF CONNECTION #II TO BE A 1-1/2" RECLAIMED IA!ATER METER IA!ITH A 1-1/2" REDUCED PRESSURE ElACKFLOV'l PREVENTER. STATIC PRESSURE@ IVIETER ELEVATION 260=126 PSI ~------~·· I ii ii ,/ -J:t // --:/l l/0.A. \ \ OPEN SPACE North 1" = 40' l MANll"OLD 20"-0' FROM ~T'r' L.lte ' MANll"OL.O :2:2"-0" FROM PIIOPt:RT'r' Lite / MAINL.INI!: :2'-6" Fl'OM ~T'r'LINf! 94.1© I" \\---::-:-:::' "21~'---11• s ll-3 I 91/!51/04 CONTROLLER 'H' -42 STATIONS IVIETER TO ElE MAINTAINED ElY HOMEOIA!NER'S ASSOCIATION. MAXIMUM 6-PM'S = 5"1. TOTAL AREA SERVED = 52,000 SF. MAIN.JI« I2'-0" --Uttl DATE, 1/24/09 DRAV'IN BY, JRJ/MMO JOB NUMBER, 0206"1.I FILE, REVISIONS, • ¢10WflRD ft)SOClflTf S T 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 F'AX (619)718-9669 RLA #2919 9 26lJ.3 P.E. POINT OF CONNECTION Ii'"! TO BE A 1-1/2" RECLAl!YfED IA!ATER IVIETER IA!ITH A 1-1/2" REDUCED PRESSURE ElACKFLOV'l PREVENTER. STATIC PRESSURE@ METER ELEVATION 260=125 PSI CONTROLLER 'I' -42 STATIONS IVIETER TO ElE MAINTAINED ElY HOMEOV'lNER'S ASSOCIATION. MAXIMUM GPM'S = 13."I. TOTAL AREA SERVED = 142,300 SF. "AS-BUILT " --t. S/t.3/0:s EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: FOR IRRIGATION LEGEND AND NOTES, SEE SHEET 2 POINT OF CONNECTION '13' TO BE A 1-1/2" RECLAIIVIED IA!ATER IVIETER IA!ITH A 1-1/2" REDUCED PRESSURE ElACKFLOV'l PREVENTER. STATIC PRESSURE@ METER ELEVATION 250=130 PSI CONTROLLER 'K' -42 STATIONS METER TO BE MAINTAINED BY HOMEOIA!NER'S ASSOCIATION. MAXIIVIUM GPM'S = 21.5. TOTAL AREA SERVED = 4,400 SF. \ \ \ \ ', } \ \ \ \ ':/:. \ : \ \ \ PRESSURE LOSS CALCULATION PROJECT NAME: Calavera Hills II -VIiiage X DATE: 10128102 WATER DISTRICT: CMWD HGL: 550 METER DESIGNATION: 'I' METER LOCATION: End of street 'F' METER SIZE: H /2" METER ELEVATION: 260' STATIC PRESSURE@ METER 138 VALVE#: 1-22 VALVE SIZE: 1ft LATERAL LINE PIPE SECTION PIPE PSI TYPE SIZE LENGTH GPM LOSS A B C D E CL 200 3/4" 32' 6.8 .71 30' 8.8 1.06 1'' 29' 10.8 .91 1-1/4" 16' 17.6 .52 1-1/2" 64' 29 2.64 A. TOTAL LATERAL SYSTEM LOSS 5.64 PIPE PIPE PSI MAIN LINE SECTION TYPE SIZE LENGTH GPM LOSS A SCH. 40 2" 1080' 29 6.48 B SCH. 40 3" 2250 29 2.03 B. TOTAL MAINLINE SYSTEM LOSS 8.51 MISCELLANEOUS LOSS/ GAIN WATER METER: 2.1 BACKFLOW PREVENTER: 12.5 MASTER CONTROL VALVE: 2.1 FLOW SENSOR: 1.00 BALL VALVE(S): 3.00 CONTROL VALVE: 1.50 HEAD LOSS I GAIN IN SYSTEM: -29.4 C. TOTAL MISC. LOSS/ GAIN -7.2 D. TOTAL SYSTEM LOSS/ GAIN (A+B+C) 7.15 E. FITTING LOSSES (15% OF TOTAL LOSSES) 1.07 F. MIN. REQ. PRESSURE AVAILABLE AT MnER HEAD 50 G. DESIGN PRESSURE (D+E+F) 58.22 H. PRESSURE AVAILABLE AT METER 125.1 I. RESIDUAL PRESSURE (H-G) 66.88 PRESSURE LOSS CALCULATION PROJECT NAME: Calavera Hills II -VIiiage X DATE: 10/28/02 WATER DISTRICT: CMWD HGL: 550 METER DESIGNATION: 'N' METER LOCATION: Sta. 89+50 at College Blvd. METER SIZE: 1" METER ELEVATION: 250' STATIC PRESSURE@ METER: 142 VALVE#: N-8 VAL VE SIZE: 1ft PIPE SECTION PIPE PSI LATERAL LINE A B TYPE SIZE LENGTH GPM LOSS CL 200 3/4" 60' 7.1 1.3 1-1/4~ 12 21.5 .18 A. TOTAL LATERAL SYSTEM LOSS 1.48 PIPE PIPE PSI MAIN LINE $ECT1ON TYPE SIZE LENGTH GPM LQSS A SCH. 40 1-1/2~ 815 21.5 10.5 B. TOTAL MAINLINE SYSTEM LOSS MISCELLANEOUS LOSS/ GAIN 10.5 WATER METER: 2.1 BACKFLOW PREVENTER: 12.5 MASTER CONTROL VALVE: 1.8 FLOW SENSOR: 1.00 BALL VALVE(S): 3.00 CONTROL VALVE: 1.50 HEAD LOSS I GAIN IN SYSTEM: -1.43 C. TOTAL MISC. LOSS f GAIN 20.47 D. TOTAL SYSTEM LOSS/ GAIN (A+B+C) 32.45 E. FITTING LOSSES (15% OF TOTAL LOSSES) 4.87 F. MIN. REQ. PRESSURE AVAILABLE AT ME'FER HEAD 50 G. DESIGN PRESSURE (D+E+F) 67 .32 H. PRESSURE AVAILABLE AT METER 129 I. RESIDUAL PRESSURE (H-G) 41.8 KEY MAP ~ CITY OF CARLSBAD I SH3EETOS I l-------l--+.N"""E=;-W,-;--aS"H""E""Ec.Tc;c;S.F=,O""R'A·s"-·s"u'"1L"T"'"S;s;E;=,T;,----t;,5.:./1"8"/0;;c5~C"G.,_--i-,;::;z-;,;z=-.---::t----t.::,-; ~ PLANNING DEPARTMENT '1---=-=---t STANDARD 1,/-10 STREET C£NTE1?l/N£ #Ell. l,/ON/Jl,/£NT C£N7ERI.INE OF EL CAl,//NO REAL AT ENGINEER's STA710N 45-f.+92 PER R.S 1800-1 COUNTY BENCH £€',RS {Na COUNTY ilfl?T. DATE INITIAL CONTROL OATA} ENGINEER OF WORK REVISION DESCRIPTION 68.,f.19 OATUl,I: NC'AJ OF 1929 DATE OTHER APPROVAL I I DATE INITIAL CITY APPROVAL AS BUil T IRIGATION PLAN FOR: DWN BY: CHKD BY: XXXXXX RVWD BY: Colovero Hills II Village X c.r. 1JO-D2 PROJECT NO. CT 01-06 I DRAWING NO. _ 405-4L CMWD __ -__ _ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, DATE, 1/24/09 DRAYIIN BY, JR.J/MMO JOB NUMBER, 0206"1.I FILE, REV1510N5, 124 G[N[RAL PLAN OPEN SPACE A 1iOWftRD ftSSOClftTtS T 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)71 B-9660 FAX (619)718-9669 RLA #2919 ,' ' 41.-1-,.Cf.ti 'lttvs , Si::-,f2 s ••• "l-fss.,. •• <8 I I! • /Ji,fMlfl'OI.D 9t'-O" l"IWI Wt.; ute MAINLlte :2'-6· fllllltOM ~TYLINl!.1 122 ~ .__ __ ...J._. !!OA, _ 1< OPEN SPACE ~ \':. MNlll"OU:il 11'-0" ~ l"fWI CZ: l 1.lta •••• .,,.,-· jt ,' ~}; . "AS-BUILT " BENCHMARK: d --+ 5/2.5/o~ P,E. EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE DESCRIPTION: STANOARO Al-10 ST/?E£T CENTERI.INE lffl.L AIONUIIENT LOCATION: CENTERLINE CF El CAUINO REAL AT ENGINEER's STAllON -154+92 PfR R.S 1800-1 RECORD FROM: C(}(JNTY BENCH l£1£1.S (NO. COUNTY WT. CONTROi. OA TA} EL£VATION: 68.,f,79 OAMI: NCVO CF 1929 DATE INITIAL ENGINEER OF WORK NEW SHEETS FOR AS-BUILT SET 5/18/05 CG DATE INmAL REVISION DESCRIPTION OTHER APPROVAL /2:/t·tJ.' DATE FOR IRRIGATION LEGEND AND NOTES, SEE SHEET 2 GRAPHIC SCALE KEY MAP \------' -·----. \ ',, _/--,-, \ ',v' , \ ' \ 1) 'i !/ , _________ _ [1[] 9 CITY OF CARLSBAD I SH3os I ~ }..p, PLANNING DEPARTMENT IRRIGATION PLAN FOR, NEW SHEETS Calavera Hills II Village X c.r. 00-02 APPROVED. 7 -\, /,-. ., !2.-if.-a, ASSISTANT PLANNING DIRECTOR DATE PROJECT NO. INmAL CITY APPROVAL OWN BY:~ I CHKD BY: xxxxx~ RVWD BY: CT 01-06 I DRAWING NO. 405-4[ CMWD __ -__ _ 0) N 1-w w :::c Cl) w w Cl) w z ...J :::c () ~ ~ • -- 77 J,) 210.6 34 210. ! -. = -.. ~ =-::-=.'-::t"' . :_ -=:. ~= y~ c=c "=-'-'-' =z= = . -=-y -· --------- APPROVED FOR PLANTING 9 !'I MAINJ...INI: 2'-0" F~MFENCE AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. MANIFOLD 11'-0" FROM FENC,E DATE, 1/24/05 DRAY'IN 6Y, JRJ/tvfMO Joe NUMeER, 0206'1.I FILE, REVl5I0N5, 1,'-0" .A. <t10WflRD ft~SOClftTf S ~ 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT " cl---+ s(zsfos P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I I ..,..._..,, ..... """""' fl.AG!! Ofl C2llll9 14.1 CONTROLLER 'J' -24 STATIONS POINT OF CONNECTION #12 TO BE A 1-1/2" RECLAIMED V'!ATER METER V'!ITH A 2" REDUCED PRESSURE BACKFLOV'l PREVENTER. STATIC-PRESSURE @ ELEVATION 20"1 = 141 PSI METER TO BE MAINTAINED BY HOMEOV'!NER'S ASSOCIATION. MAXIMUM 6PM'S = 42. TOTAL AREA SERVED = "l,IS6 SF. PRESSURE LOSS CALCULATION PROJECT NAME: Calavera Hlls II -VIiiage X DATE: 10/28/02 WATER DISTRICT: CMWD HGL: 550 METER DESIGNATION, '0' METER LOCATION: Sta. 13+00 at North side of Street 'A' METER SIZE: 1-1/2" METER ELEVATION: 195' STATIC PRESSURE @ METER, 168 V Af. VE #: 0-3 VALVESIZE: 1" LATERAL LINE PIPE SECTION A PIPE TYPE CL200 PSI SIZE LENGTH GPM LOSS 3/4w 73' 9.4 2.55 B 1" 60' 15.30 1.46 C 1-1146 61' 24.75 1.28 D 1-112" 54' 31.47 .89 E 2" 65' 36 1.95 A. TOTAL LATERAL SYSTEM LOSS 8.13 PIPE SECTION PIPE PSI MAIN LINE TYPE SIZE LENGTH GPM LOSS A B SCH. 40 2-112" 290 36 6.7B SCH.40 2" 1903 40 21.6 B. TOTAL MAINLINE SYSTEM LOSS MISCELLANEOUS LOSS I GAIN WATER METER: BACKFLOW PREVENTER! MASTER CONTROL VAf.VE: FLOW SENSOR: BALL VALVE(S): CONTROL VALVE, HEAD LOSS/ GAIN IN SYSTEM, C. TOTAL MISC. LOSS/ GAIN D. TOTAL SYSTEM LOSS I GAIN (A->£+C) E. FITTING LOSSES (15% OF TOTAL LOSSES) F. MIN. REQ. PRESSURE AVAILABLE AT MHER HEAD G. DESIGN PRESSURE (D+E+F) H. PRESSURE AVAILABLE AT METER I. RESIDUAL PRESSURE (H-G) 29.3 2.1 12.5 1.8 1.00 3.00 1.50 -29.4 -7.5 29.93 4.48 50 84.41 153.1 68.69 FOR IRRIGATION LEGEND AND NOTES, SEE SHEET 2 \ \ \ \ \ \ \ \ North 1" = 40' PRESSURE LOSS CALCULATION PROJECT NAME: Calavera HIiis II -VINage X DATE: 10/28102 WATER DISTRICT: CMWD HGL: 550 METER DESIGNATION: 'J' METER LOCATION: Sta. 99+00 West side of College Blvd. METER SIZE: 1-1/2b METER ELEVATION: 248' STATIC PRESSURE @METER 144 VALVE#: J-20 VALVE SIZE: 1" LATERAL LINE PIPE SECTION A PIPE TYPE CL 200 PSI SIZE LENGTH GPM LOSS 3/4~ 7(.1 9.82 3.01 B " 1" 12' 13.52 .21 C 1-1/4· 13' 17.22 .13 D 2" 31 42 1.06 A. TOTAL LATERAL SYSTEM LOSS 4.43 MAINLINE PIPE SECTION A B PIPE PSI TYPE SIZE LENGTH GPM LOSS SCH. 40 2" 70' 42 .80 SCH. 40 2-112" 230 42 3.98 B. TOTAL MAINLINE SYSTEM LOSS 4.78 MISCELLANEOUS LOSS/ GAIN WATER METER: 2.1 BACKFLOW PREVENTER: 12.5 MASTER CONTROL VALVE: 1.8 FLOW SENSOR: 1.00 BALL VALVE(S), 3.00 CONTROL VALVE: 1.50 HEAD LOSS/GAIN IN SYSTEM: 11.69 C. TOTAL MISC. LOSS/ GAIN 33.59 D. TOTAL SYSTEM LOSS I GAIN (A+B+C) 42.8 E. FITTING LOSSES (15% OF TOTAL LOSSES) 6.42 F. MIN. REQ. PRESSURE AVAILABLE AT MCTER HEAD 50 G. DESIGN PRESSURE (D+E+F) 99.22 H. PRESSURE AVAILABLE AT METER 126.1 L RESIDUAL PRESSURE (H-G) 26.86 PRESSURE LOSS CALCULATION PROJECT NAME: Celavera Hills II -Village X DA TE, 1 0/28/02 WATER DISTRICT: CMWD HGL 550 METER DESIGNATION: 'H' METER LOCATION: Station 78+ 70 at College Blvd. METER SIZE: 1-1/2" METER ELEVATION: 301' STATIC PRESSURE@ METER: 121 VALVE#: H-1 VALVE SIZE: 1-1!2" PIPE PIPE PSI LATERAL LINE SECTION TYPE SIZE LENGTH GPM LOSS A CL 200 3/4~ 32' 6.8 .71 B 30' 8.8 1.06 C 1" 29' 10.8 .91 D 1-1/4" 16' 17.6 .52 "7"===="""'E====-1·_1'2_" __ 64_' --29-~2-~64~-I A. TOTAL LATERAL SYSTEM LOSS 7.52 MAIN LINE PIPE SECTION A B PIPE F'Sl TYPE SIZE LENGTH G~M LOSS SCH. 40 1-112• 331' 29 7.54 SCH. 40 2" 1903 40 21.8 B. TOTAL MAINLINE SYSTEM LOSS MISCELLANEOUS LOSS I GAIN 10.09 WATER METER: 2.1 BACKFLOW PREVENTER: 12.5 MASTER CONTROL VALVE: 1.8 FLOW SENSOR: 1.00 BALL VALVE(S), 3.00 CONTROL VALVE: 1.50 HEAD LOSS f GAIN IN SYSTEM: 3.89 C. TOTAL MISC. LOSS I GAIN 25.79 D. TOTAL SYSTEM LOSS I GAIN (A+B+C) 43.4 E. FITTING LOSSES (15% OF TOTAL LOSSES) 6.51 F. MIN. REQ. PRESSURE AVAILABLE AT MEfER HEAD 50 G. DESIGN PRESSURE (D+E+F) 99.91 H. PRESSURE AVAILABLE AT METER 125.1 I. RESIDUAL PRESSURE (H-G) 25.19 KEY MAP 40 80 120 ---, ___ i---,, GRAPHIC SCALE LlQJ CITY OF CARLSBAD 00 NEW SHEETS FOR AS-BUILT SET 5/18/05 CG ri.·n.·o• ~ 0 PLANNING DEPARTMENT 0 BENCHMARK: Nt:.W SHEETS Calavera Hills II DESCRIPTION: STANDARD M-10 ST1?££T CENTETrl/N£ ltEll NONIJM£NT Village X C.T. OfH12 LOCATION: CENlEl?t.lNE OF EL CAMINO REAL AT ENGINEIR's STA TlCW 454+92 PER R.S 1800-1 APPROVE\ ,_y ,./1 /2.-21-os . ASSISTANT PLANNING DIRECTOR DATE RECORD FROM: CO/JNTY BENCH LEWLS {NO. CO/JNTY VERT. CONTROL OATA) ELEVATION: 68.419 OAlllM: NCl-0 OF 1929 DWN BY:~ I PROJECT NO. I DRAWING NO. DATE INITlAL DATE INITlAL DATE INITIAL CHKD BY: XXXXXX CT 01-06 405-4L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY M'PROVAL RVWD BY: CMWO ~ ~C,l 0 "JC)