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MASTER IRRIGATION LEGEND
<br />GENERAL IRRIGATION NOTES:
<br />1. ALL LOCAL, MUNICIPAL AND STATE LAWS ARE HEREBY INCORPORATED INTO THESE PLANS
<br />AND SHALL BE CARRIED OUT BY THE CONTRACTOR.
<br />3, THE CONTRACTOR IS EXPECTED TO SECURE COPIES OF THE CURRENT ARCHITECTURAL AND
<br />ENGINEERING PLANS AND ANIMAMZE THEMSELVES WITH ALL ASPECTS OF THE PROJECT AS
<br />IT RELATES TO THEIR SCOPE.
<br />4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE ANY AND ALL PERMITS REQUIRED TO
<br />PERFORM THEIR SCOPE OF WORK.
<br />5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL EXISTING
<br />UTLITES WITHIN THE LIMIT OF WORK PRIOR TO COMMENCING ANY WORK. LOCATIONS
<br />SHOWN ON THE PLANS ARE APPROXIMATE AND THE LANDSCAPE ARCHITECT MAKES NO
<br />GUARANTEES ABOUT THEIR ACTUAL LOCATIONS. NOTIFY THE CITYS AUTHORIZED
<br />REPRESENTATIVE IN THE EVENT DISCREPANCIES ARE FOUND BETWEEN THE PLANS AND
<br />CONDITIONS IN THE HELD.
<br />6. THE IRRIGATION DESIGN SHOWN HERE -IN IS DIAGRAMMATIC AND SHOWN FOR GRAPHIC
<br />CLARITY ONLY. ALL MAINLINE, SLEEVING, VALVES, ETC. SHALL BE INSTALLED WITHIN THE
<br />LIMIT OF WORK AND LOCATED IN LANDSCAPE AREAS WHERE EVER POSSIBLE.
<br />CONTRACTOR WILL BE EXPECTED TO MAKE ADJUSTMENTS IN THE FIELD TO AVOID
<br />CONFLICTS WITH PROPOSED PLANING AND ARCHITECTURAL IMPROVEMENTS,
<br />7. THE CONTRACTOR IS EXPECTED TO SUBMIT ANY QUESTIONS REGARDING THE PROPOSED
<br />IRRIGATION DESIGN WHEN IT IS CLEAR THAT FlELD CONDITIONS DO NOT MATCH WHAT IS
<br />DEPICTED ON THE PLANS. SUBMIT QUESTIONS TO THE GENERAL CONTRACTOR AS
<br />OFFICIAL RFI'S (REMUEST5PoRTNPDRMATWIn. IN CASES WHERE THE CONTRACTOR
<br />WILLFULLY INSTALLS EQUIPMENT WITHOUT CLARIFYING INTENT OF THE DRAWINGS, THE
<br />WORK WILL BE SUBJECT TO CHANGE AT CONTRACTOR'S EXPENSE.
<br />B. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND
<br />SPECIFIC TONS. PROPOSED CHANGES BY THE CONTRACTOR SHALL BE SUBMITTED IN
<br />WRITING FOR RENEW AND APPROVAL.
<br />9. FINAL LOCATIONS FOR THE POINT -OF -CONNECTION AND THE AUTOMATIC CONTROLLER
<br />SHALL BE DETERMINED IN THE HELD. STAKE LOCATIONS OF SAID EOUIPMENT FOR REVIEW
<br />AND APPROVAL BY THE CITY AND THE ARCHITECT PRIOR TO COMMENCING ANY WORK.
<br />10, UNLESS NOTED OTHERWISE, CONTRACTOR SHALL PROVIDE THREE ADDITIONAL PILOT WEER
<br />AND ONE COMMON WEE TO END OF ANY MAINLINE RUN FOR POSSIBLE FUTURE
<br />EXPANSION. PROVIDE AND INSTALL AS A 1OFT COIL INSIDE A RECTANGULAR VALVE BOX..
<br />11. CONTRACTOR SHALL INSTALL ALL PIPE UNDER PAVED AREAS (HARDSCAPE, PARKING LOTS,
<br />ETC.) INSIDE SLEEVING AS SHOWN ON THE LEGEND AND SPECIFICATIONS. INSTALL PER
<br />DETAILS PROVIDED. AT A MINIMUM, SLEEVES ARE TO BE 2X THE DIAMETER OF THE PIPE
<br />OR WIRE BUNDLE CARRIED, SLEEVES SHALL EXTEND 6" MIN. PAST THE EDGE OF PAVED
<br />AREAS ABOVE.
<br />12, IRRIGATION HEADS SHALL BE INSTALLED WITH THE NOZZLE, SCREEN, AND ARCS SHOWN
<br />ON THE LEGEND. CONTRACTOR IS EXPECTED TO PERFORM MINOR ADJUSTMENTS IN THE
<br />FIELD TO LIMIT THE AMOUNT OF OVER -SPRAY ONTO ANY HARDSCAPE ELEMENT. WHERE
<br />OCCURS, AND AT NO ADDITIONAL COST TO THE CITY, CONTRACTOR IS HEREBY DIRECTED
<br />TO REPLACE NOZZLES, SCREENS, ETC. 'NTH MORE APPROPRIATE RADIUS EQUIPMENT TO
<br />BETTER FIT ACTUAL FIELD CONDITIONS ENCOUNTERED. CONTRACTOR SHALL PROVIDE
<br />HEAD -TO -HEAD COVERAGE THROUGHOUT.
<br />13, ALL IRRIGATION ROTOR AND ROTATORS WITHIN TURF AREAS SHALL BE (6°) POP -UPS.
<br />14 THE CONTRACTOR IS EXPECTED TO ADJUST THE PRESSURE REGULATOR ON EACH RCV SO
<br />THAT THE HEAD FARTHEST AND HIGHEST IN ELEVATION OPERATES WITHIN THE OPERATING
<br />PRESSURE SHOWN ON THE IRRIGATION LEGEND.
<br />15, THE PROPOSED IRRIGATION DESIGN IS BASED ON A STATED STATIC WATER PRESSURE OF
<br />88 PSI PER THE CITYS WATER DEPARTMENT. IT IS THE CONTRACTOR'S RESPONSIBILITY
<br />TO VERIFY THE STATIC WATER PRESSURE AVAILABLE PRIOR TO COMMENCING ANY WORK.
<br />NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.
<br />16, WHERE IRRIGATION PIPE INDICATED ON THE PLANS IS NOT SIZED, THE CONTRACTOR SHALL
<br />INSTALL SAID PIPE AT AN APPROPRIATE SIZE NOT TO EXCEED SHIPS IN PVC PIPE AND
<br />7PS IN COPPER PIPE. ANY SUCH CHANGES SUCH AS THESE SHALL BE MADE AT NO
<br />COST TO THE CITY.
<br />17. THE CONTRACTOR WILL BE EXPECTED TO COORDINATE THE ELECTRICAL SERVICE AND
<br />STUB -OUT LOCATION WITH THE GENERAL CONTRACTOR AND MAKE THE FINAL CONNECTION
<br />TO THE AUTOMATIC CONTROLLER AS SHOWN ON THE PLANS.
<br />18, PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR
<br />EXCEEDS THE RECOMMENDED PRESSURE OF THE SHOVED IRRIGATION DEVICES.
<br />19. CHECK VALVES OR ANT -DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE
<br />LOW POINT DRAINAGE COULD OCCUR.
<br />IRRIGATION SCHEDULE NOTES
<br />A. THE IRRIGATION SCHEDULES FOR PLANT ESTABLISHMENT AND ESTABLISHED
<br />LANDSCAPE SHALL BE DETERMINED BY THE MAINTENANCE CONTRACTOR AND
<br />SHALL BE CHANGED ACCORDING TO THE MONTH OF THE YEAR. THEY ARE TO
<br />BE USED IN CONJUNCTION WITH THE IRRIGATION SYSTEM'S SMART
<br />CONTROLLER TO ADJUST RUNTIMES BASED ON ACTUAL ETD DATA.
<br />CONTRACTOR IS EXPECTED TO MAKE ADJUSTMENTS AS NEEDED TO ACCOUNT
<br />FOR PLANT TYPES AND ON -SITE MICRO -CLIMATES.
<br />B. IRRIGATION RUN-TIMES SHALL BE ADJUSTED OR RUN AS REPEAT CYCLES TO
<br />ELIMINATE ANY WATER RUN-OFF OR EDUCING OF IRRIGATION WATER IN
<br />LANDSCAPE AREAS
<br />REVISIONS
<br />SYMBOL
<br />MANUFACTURERAMODEL/DESCRIPTION
<br />90Z
<br />Hunter MP1000 PROS-06-PRS40-CV
<br />Turf Rotator, 6° pop-up with check wlw,
<br />pressure requlated to 40 psi, MP Rotator nozzle
<br />on PRS40 body. M=Maroon adi arc 90 to 210,
<br />L=Light Blue 210 to 270 arc, O=Olive 360 arc.
<br />SSS
<br />Hunter MP2000 PROS-O6-PR540-11
<br />Tur! Rotator, 6" pop-up with factory installed
<br />check wlw, pressure regulated to 40 psi, MP
<br />Rololor nozzle on PRS40 body. K=Block adj
<br />arc 90-210, G=Green adj arc 210-270, R=Red
<br />360 arc.
<br />Hunter MP3000 PROS-06-PR540-CV
<br />Turf Rotator, 6" pop-up with factory Installed
<br />check wlw, pressure regulated to 40 psi, MP
<br />Rololor nozzle on PRS40 body, B=Blue adj arc
<br />90-210, Y=Yellow adj arc 210-270, A=Cray 360
<br />blo
<br />Hunter MP3500 PROS-06-PRS40-CV
<br />Turf Rotator, 6" Pop-up with factory installed
<br />check wlw, pressure regulated to 40 psi, MP
<br />Rololor nozzle on PRS40 body, LB -light brown
<br />ad u.bable arc, 90-210,
<br />Air
<br />Hunter MPBOOSR PROS-06-PRS40-CV
<br />Turf Rotator, 6" pop-up with check calve,
<br />pressure regulated to 40 psi, MP Rotator nozzle
<br />on PRS40 body. ADJ=Orange and Gray ( orc
<br />90-210), 360=Lime Green and Groy (orc 360)
<br />© ®®
<br />Hunter MP815 PROS-06-PRS40-CV
<br />Turf Rotator, 6° pop-up with check ulw,
<br />pressure requlated to 40 pi, MP Rotator nozzle
<br />on PR540 body. M=Maroon and Gray adj orc 90
<br />to 210. L=Light Blue and Gray 210 to 270 orc,
<br />O-Oliw and Groy 360 orc.
<br />SYMBOL MANUFACTIRERAMODEL
<br />® Hunter 1-25-O6-SS-HS
<br />® Hunter 1-25-O6-SS-HS
<br />Hunter 1-40-06-SS-HS
<br />PRESSURE CALCULATION
<br />P.O.C. NUMBER: 01
<br />Water Source Information:
<br />FLOW AVAILABLE
<br />Water Meter Size:
<br />3'
<br />Flow Aailable:
<br />225,00 gpm
<br />PRESSURE AVAILABLE
<br />Static Pressure of POC:
<br />88.00 PSI
<br />Elewtion Change:
<br />2,00 N
<br />Service Line Size:
<br />Lenolh of Service Ene
<br />3"
<br />SO ft
<br />Pressure Available:
<br />87.00 psi
<br />DESIGN ANALYSIS
<br />Maximum Station Flow:
<br />Flow Avo'lobI. at PZ
<br />98.80 gpm
<br />) 00
<br />Residual Flow Available:
<br />126.20 gpm
<br />Critical Stofion:
<br />27
<br />Design Pressure:
<br />40.00 psi
<br />Friction Loss:
<br />2.60 psi
<br />Fittings Loss:
<br />Elevation Loss:
<br />0,26 psi
<br />0.00 psi
<br />Loss through Valve:
<br />22.50 psi
<br />Pressure Req. at Critical Station:
<br />Loss for Fittings:
<br />65.36 psi
<br />0.00 psi
<br />Loss for Main Line:
<br />0.03 psi
<br />Loss for POD to Valve Elewtion:
<br />Loss far Backflow:
<br />NO psi
<br />VOO psi
<br />Loss for Molter Valve:
<br />Loss for Water Meter:
<br />2,38 psi
<br />1.00 psi
<br />Critical Station Pressure at POD:
<br />Pressure Available
<br />79.77 psi
<br />.'OR
<br />Residual Pressure Available:
<br />7.23 psi
<br />QTY PSI
<br />18 40
<br />79 40
<br />135 40
<br />12 40
<br />21 40
<br />7 40
<br />QTY PSI C,PM RADIUS
<br />71 40 3.80 37'
<br />3 40 6.10 40'
<br />102 40 7.60 41'
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<br />SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
<br />RAIN BIRD 300-BPE-PRS-D ANGLE 31
<br />3" BRASS ELECTRIC REMOTE CONTROL VALVE, IN ANGLE
<br />CONFIGURATION. PATH PRS-DIAL PRESSURE REGULATING
<br />MODULE.
<br />RAIN BIRD 33-DLRC 16
<br />0 3/4" BRASS QUICK -COUPLING VALVE, WITH
<br />CORROSION -RESISTANT STAINLESS STEEL SPRING, LOCKING
<br />THERMOPLASTIC RUBBER COVER, DOUBLE TRACK KEY
<br />LUG, AND 2-PIECE BODY.
<br />GRISWOLD ISOLATOR UNION 4
<br />w BRASS DWS VALVE WITH UNION BALL VALVE, INCLUDES
<br />PLUG IN BOSS. SIZES 1/2" THROUGH 3", SAME SIZE
<br />AS IRRIGATION LINE. 100 MESH STAINLESS STEEL STRAINER
<br />AND PACKING GLAND BALL VALVE ARE IDEAL FOR DIRTY
<br />WATER APPLICATIONS.
<br />GRISWOLD 216ON 3" 1
<br />k 3" SOLENOID, NORMALLY OPEN MASTER VALVE. CAST
<br />IRON AND BRONZE MATERIAL. NPT END CONNECTION.
<br />BF ZURN 375-BP 3° 1
<br />RE LOSS PRESSURE BACKFLOW r PREVENTER. IZES 2
<br />1/2% 3% 4', 6', 8% 10"
<br />CALSENSE ET2000-32
<br />© 32 STATION AUTOMATIC CONTROLLER WTH RADIO
<br />COMMUNICATIONS PER CITY REQUIREMENTS.
<br />® Rain Bird FS-350-B 1
<br />3" and Higher Flow Sensor for use with Rain Bird
<br />Mpxicom, SiteControl, and ESP-LXD Central
<br />Control Systems. Brass Model. Suggested
<br />Operatinq Range of 12.0 GPM to 45,000 GPM.
<br />Strong Box SBBC-75SS OR APPROVED EQUAL 1
<br />High profile, tube and wire construction smooth
<br />touch wrface, stainless steel bockflow enclosure.
<br />76.5% 39"H, 25.5"W (194.31 cm L, 99.06cm H,
<br />64.77om W),
<br />Irrigation Lateral Line: PVC Schedule 40 UP TO 2°
<br />Class 200 SDR 21 OVER 2" 13.027 I.f.
<br />WTH SON. 80 FITTINGS, TYPICAL.
<br />Irrigation Mainline: PVC Class 315 SDR 13.5 3,024 I.f.
<br />WTH LEEMCO RESTRAINT FITTINGS, TYPICAL.
<br />Pipe Sleeve: PVC Schedule 40 2X Uk OF PIPE 209.1 I.f.
<br />Vd. Cnllaut
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<br />Vdw Flow
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<br />NOTICE TO CONTRACTOR
<br />PURA/ANT TU ASSEMBLYWLL 4YIV WO F AVANW PERMIT
<br />IS VAUO UNES'S THE CONM RN CONTACTS AND, OBTAINS
<br />A MO AILRT M KO' NUMBIR CALL fit AT (FAST TIRO
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<br />IRRIGATION ��yy��gqqq����rr ALCULA710NS
<br />CABRILLO PAItK'1M�I�KN RENOVATION
<br />CABRILLO PARK - CORNER OF CABRILLO PARK DR. & FRUIT ST.
<br />CITY OF SANTA ANA SHEET 6 OF
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