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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 />SYMBOL
<br />MANUFACTURER/MODEL/DESCRIPTION
<br />QTY PSI
<br />AND SHALL BE CARRIED OUT BY THE CONTRACTOR.
<br />®©oO
<br />Hunter MP1000 PROS-06-PRS40-CV
<br />18 40
<br />SYMBOL MANUFACTURER/MODEL/DESCRIPTION TGLY
<br />3. THE CONTRACTOR IS EXPECTED TO SECURE COPIES OF THE CURRENT ARCHITECTURAL AND
<br />Turf Rotator, 6" pop-up with check valve,
<br />ENGINEERING PLANS AND ANIMALIZE THEMSELVES WITH ALL ASPECTS OF THE PROJECT AS
<br />pressure regulated to 40 psi, MP Rotator nozzle
<br />RAIN BIRD 300-BPE-PRS-D ANGLE 31
<br />IT RELATES TO THEIR SCOPE.
<br />on PRS40 body. M=Maroon adj are 90 to 210,
<br />3" BRASS ELECTRIC REMOTE CONTROL VALVE, WITH ANGLE
<br />L=Light Blue 210 to 270 arc, O=Olive 360 arc.
<br />CONFIGURATION. WITH PRS-DIAL PRESSURE REGULATING
<br />4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE ANY AND ALL PERMITS REQUIRED TO
<br />MODULE.
<br />PERFORM THEIR SCOPE OF WORK.
<br />S©®
<br />Hunter MP2000 PROS- 06-PRS40-CV
<br />79 40
<br />Turf Rotator, 6" pop-up with factory installed
<br />5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL EXISTING
<br />check valve, pressure regulated to 40 psi, MP
<br />RAIN BIRD 33-DLRC 16
<br />3 4" BRASS QUICK -COUPLING VALVE, WITH
<br />Ld /
<br />UTILITIES WITHIN THE LIMIT OF WORK PRIOR TO COMMENCING ANY WORK. LOCATIONS
<br />Rotator nozzle on PRS40 body. K=Black adj
<br />arc 90-210, G=Green adj arc 210-270, R=Red
<br />GO STAINLESS STEEL SPRING, LOCKING
<br />SHOWN
<br />SHOWN ON THE PLANS ARE APPROXIMATE AND THE LANDSCAPE ARCHITECT MAKES NO
<br />360 are.
<br />THERMOPLASTIC RUBBER COVER, DOUBLE TRACK KEY
<br />GUARANTEES ABOUT THEIR ACTUAL LOCATIONS. NOTIFY THE CITY'S AUTHORIZED
<br />LUG, AND 2-PIECE BODY.
<br />REPRESENTATIVE IN THE EVENT DISCREPANCIES ARE FOUND BETWEEN THE PLANS AND
<br />B Y n
<br />PROS-p
<br />Hunter Mtor,
<br />135 40
<br />CONDITIONS IN THE FIELD.
<br />Turf Rotator, 6" pop-up with factory installed
<br />6 with
<br />GRISWOLD ISOLATOR UNION 4
<br />w
<br />6. THE IRRIGATION DESIGN SHOWN HERE -IN IS DIAGRAMMATIC AND SHOWN FOR GRAPHIC
<br />check valve, pressure regulated to 40 psi, MP
<br />BRASS DWS VALVE WITH UNION BALL VALVE. INCLUDES
<br />PLUG IN BOSS. SIZES 1/2" THROUGH 3", SAME SIZE
<br />CLARITY ONLY. ALL MAINLINE, SLEEVING, VALVES, ETC. SHALL BE INSTALLED WITHIN THE
<br />Rotator nozzle on PRS40 body. B=Blue adj are
<br />90-210, Y=Yellow adj arc 210-270, A=Gray 360
<br />AS IRRIGATION LINE. 100 MESH STAINLESS STEEL STRAINER
<br />LIMIT OF WORK AND LOCATED IN LANDSCAPE AREAS WHERE EVER POSSIBLE.
<br />are.
<br />AND PACKING GLAND BALL VALVE ARE IDEAL FOR DIRTY
<br />CONTRACTOR WILL BE EXPECTED TO MAKE ADJUSTMENTS IN THE FIELD TO AVOID
<br />WATER APPLICATIONS.
<br />CONFLICTS WITH PROPOSED PLANTING AND ARCHITECTURAL IMPROVEMENTS.
<br />Hunter MP3500 PROS- 06-PRS40-CV
<br />12 40
<br />Turf Rotator, 6" Pop-up with factory installed
<br />}M`\ GRISWOLD 216ON 3" 1
<br />`
<br />7. THE CONTRACTOR IS EXPECTED TO SUBMIT ANY QUESTIONS REGARDING THE PROPOSED
<br />check valve, pressure regulated to 40 psi, MP
<br />-! 3" SOLENOID, NORMALLY OPEN MASTER VALVE. CAST
<br />IRRIGATION DESIGN WHEN IT IS CLEAR THAT FIELD CONDITIONS DO NOT MATCH WHAT IS
<br />Rotator nozzle on PRS40 body. LB -light brown
<br />IRON AND BRONZE MATERIAL. NPT END CONNECTION.
<br />DEPICTED ON THE PLANS. SUBMIT QUESTIONS TO THE GENERAL CONTRACTOR AS
<br />adjustable arc, 90-210.
<br />OFFICIAL RFI'S REQUEST'S FORINFORMATIO . IN CASES WHERE THE CONTRACTOR
<br />( �
<br />ZURN 375-BP 3" 1
<br />WILLFULLY INSTALLS EQUIPMENT WITHOUT CLARIFYING INTENT OF THE DRAWINGS, THE
<br />m ®
<br />Hunter MP800SR PROS- O6-PRS40-CV
<br />21 40
<br />BF
<br />REDUCED PRESSURE BACKFLOW PREVENTER. ESIZES 2
<br />WORK WILL BE SUBJECT TO CHANGE AT CONTRACTOR'S EXPENSE.
<br />eoo nano v
<br />Turf Rotator, 6" pop-up with check valve,
<br />1/2", 3", 4", 6", 8", 10"
<br />pressure regulated to 40 psi, MP Rotator nozzle
<br />8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND
<br />on PRS40 body. ADJ=Orange and Gray ( are
<br />CALSENSE ET2000-32 1
<br />SPECIFICATIONS. PROPOSED CHANGES BY THE CONTRACTOR SHALL BE SUBMITTED IN
<br />90-210), 360=Lim e Green and Gray (arc 360)
<br />El32 STATION AUTOMATIC CONTROLLER WITH RADIO
<br />WRITING FOR REVIEW AND APPROVAL.
<br />®�®
<br />COMMUNICATIONS PER CITY REQUIREMENTS.
<br />9. FINAL LOCATIONS FOR THE POINT -OF -CONNECTION AND THE AUTOMATIC CONTROLLER
<br />Hunter MP815 PROS-06-PRS40-CV
<br />Turf Rotator, 6" pop-up with check valve,
<br />7 40
<br />Rain Bird FS-350-B 1
<br />ES
<br />SHALL BE DETERMINED IN THE FIELD. STAKE LOCATIONS OF SAID EQUIPMENT FOR REVIEW
<br />pressure regulated to 40 psi, MP Rotator nozzle
<br />3" and Higher Flow Sensor for use with Rain Bird
<br />AND APPROVAL BY THE CITY AND THE ARCHITECT PRIOR TO COMMENCING ANY WORK.
<br />on PRS40 body. M=Maroon and Gray adj arc 90
<br />Maxicom, SiteControl, and ESP-LXD Central
<br />to 210, L=Light Blue and Gray 210 to 270 arc,
<br />Control Systems. Brass Model. Suggested
<br />10. UNLESS NOTED OTHERWISE, CONTRACTOR SHALL PROVIDE THREE ADDITIONAL PILOT WIRES
<br />O=Olive and Gray 360 arc.
<br />Operating Range of 12.0 GPM to 45,000 GPM.
<br />AND ONE COMMON WIRE TO END OF ANY MAINLINE RUN FOR POSSIBLE FUTURE
<br />EXPANSION. PROVIDE AND INSTALL AS A 1OFT COIL INSIDE A RECTANGULAR VALVE BOX..
<br />SYMBOL
<br />MANUFACTURER/MODEL
<br />QTY PSI GPM RADIUS
<br />Strong Box SBBC-75SS OR APPROVED EQUAL 1
<br />OR
<br />11. CONTRACTOR SHALL INSTALL ALL PIPE UNDER PAVED AREAS (HARDSCAPE, PARKING LOTS,
<br />®
<br />High profile, tube and construction smooth
<br />ETC.) INSIDE SLEEVING AS SHOWN ON THE LEGEND AND SPECIFICATIONS. INSTALL PER
<br />Hunter 1-25-06-SS-HS
<br />71 40 3.80 37'
<br />touch surface, stainless steel backflow enclosure.
<br />DETAILS PROVIDED. AT A MINIMUM, SLEEVES ARE TO BE 2X THE DIAMETER OF THE PIPE
<br />76.5"L, 39"H, 25.5"W (194.31cm L, 99.06cm H,
<br />OR WIRE BUNDLE CARRIED. SLEEVES SHALL EXTEND 6" MIN. PAST THE EDGE OF PAVED
<br />Hunter 1-25-06-SS-HS
<br />3 40 6.10 40'
<br />64.77cm W).
<br />AREAS ABOVE.
<br />Og
<br />Hunter I-40-06-SS-HS
<br />102 40 7.60 41'
<br />Irrigation Lateral Line: PVC Schedule 40 UP TO 2"
<br />12. IRRIGATI ON HEADS SHALL BE INSTALLED WITH THE NOZZLE, SCREEN, AND ARCS SHOWN
<br />Class 200 SDR 21 OVER 2" 13,027 I.f.ON
<br />THE LEGEND. CONTRACTOR IS EXPECTED TO PERFORM MINOR ADJUSTMENTS IN THE
<br />WITH SCH. 80 FITTINGS, TYPICAL.
<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 />_ _ Irrigation Mainline: PVC Class 315 SDR 13.5 3,024 I.f.
<br />TO REPLACE NOZZLES, SCREENS, ETC. WITH MORE APPROPRIATE RADIUS EQUIPMENT TO
<br />BETTER FIT ACTUAL FIELD CONDITIONS ENCOUNTERED. CONTRACTOR SHALL PROVIDE
<br />PRESSURE CALCULATION
<br />WITH LEEMCO RESTRAINT FITTINGS, TYPICAL.
<br />HEAD -TO -HEAD COVERAGE THROUGHOUT.
<br />________ Pipe Sleeve: PVC Schedule 40 2X DIA. OF PIPE 209.1 I.f.
<br />P.O.C. NUMBER: 01
<br />13. ALL IRRIGATION ROTOR AND ROTATORS WITHIN TURF AREAS SHALL BE (6") POP -UPS.
<br />Water Source Information:
<br />14. THE CONTRACTOR IS EXPECTED TO ADJUST THE PRESSURE REGULATOR ON EACH RCV SO
<br />FLOW AVAILABLE
<br />Valve callout
<br />THAT THE HEAD FARTHEST AND HIGHEST IN ELEVATION OPERATES WITHIN THE OPERATING
<br />Water Meter Size: 3"
<br />Valve Number
<br />PRESSURE SHOWN ON THE IRRIGATION LEGEND.
<br />Flow Available: 225.00 gpm
<br /># # e Valve Flow
<br />15, THE PROPOSED IRRIGATION DESIGN IS BASED ON A STATED STATIC WATER PRESSURE OF
<br />PRESSURE AVAILABLE
<br />88 PSI PER THE CITY'S WATER DEPARTMENT. IT IS THE CONTRACTOR'S RESPONSIBILITY
<br />Static Pressure at POC: 88.00 PSI
<br /># Valve Size
<br />TO VERIFY THE STATIC WATER PRESSURE AVAILABLE PRIOR TO COMMENCING ANY WORK.
<br />Elevation Change: 2;00 ft
<br />Service
<br />NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.
<br />Line Si" 3'
<br />Length of Service Line 20 If
<br />16. WHERE IRRIGATION PIPE INDICATED ON THE PLANS IS NOT SIZED, THE CONTRACTOR SHALL
<br />Pressure Available: 87.00 psi
<br />INSTALL SAID PIPE AT AN APPROPRIATE SIZE NOT TO EXCEED 5FPS IN PVC PIPE AND
<br />DESIGN ANALYSIS
<br />7PS IN COPPER PIPE. ANY SUCH CHANGES SUCH AS THESE SHALL BE MADE AT NO
<br />Maximum Station Flow: 98.80 gpm
<br />COST TO THE CITY.
<br />Flow Available at P C225.00 9P
<br />17. THE CONTRACTOR WILL BE EXPECTED TO COORDINATE THE ELECTRICAL SERVICE AND
<br />Residual Flow Available: 126.20 gpm
<br />STUB -OUT LOCATION WITH THE GENERAL CONTRACTOR AND MAKE THE FINAL CONNECTION
<br />Critical Station: 27
<br />TO THE AUTOMATIC CONTROLLER AS SHOWN ON THE PLANS.
<br />Design Pressure: 40.00 psi
<br />Friction Loss: 2.60 psi
<br />18. PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR
<br />Fittings Loss: 0.psi
<br />EXCEEDS THE RECOMMENDED PRESSURE OF THE SPCIFIED IRRIGATION DEVICES.
<br />Elevation Loss: 0.0026 psi
<br />Loss through Valve: 22.50 psi
<br />19. CHECK VALVES OR ANTI -DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE
<br />Pressure Reg. at Critical Station: 65.36 psi
<br />LOW POINT DRAINAGE COULD OCCUR.
<br />Loss for Fittings: 0.00 psi
<br />Loss for Main Line: 0.03 psi
<br />Loss for POO to Valve Elevation: 0.00 psi
<br />IRRIGATION SCHEDULE NOTES:
<br />Loss for Backflow: 11.00 psi
<br />Loss for Master Valve: 2.38 psi
<br />A. THE IRRIGATION SCHEDULES FOR PLANT ESTABLISHMENT AND ESTABLISHED
<br />Loss for Water Meter: 1.00 psi
<br />Critical Station Pressure at POC: . psi
<br />LANDSCAPE SHALL BE DETERMINED BY THE MAINTENANCE CONTRACTOR AND
<br />Pressure Table 8700 psi
<br />SHALL BE CHANGED ACCORDING TO THE MONTH OF THE YEAR. THEY ARE TO
<br />Residual Pressure Available: 7.23
<br />BE USED IN CONJUNCTION WITH THE IRRIGATION SYSTEM'S SMART
<br />psi
<br />CONTROLLER TO ADJUST RUNTIMES BASED ON ACTUAL ETO 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 PONDING OF IRRIGATION WATER IN
<br />LANDSCAPE AREAS
<br />OCR
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<br />QaF
<br />REVISIONS
<br />REFERENCES
<br />PHOSCAP
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<br />CAI��P
<br />O E SUPERVISION
<br />MICHAEL LEDBETTER
<br />NUMBER
<br />DATE
<br />INITIALS
<br />DESCRIPTION
<br />APPROVED
<br />INSTALLED
<br />BENCHMARK XX-XXX-XX ELEV.: NNN.NN W
<br />NO.: NAVD
<br />SENIOR LANDSCAPE ARCHITECT
<br />DESIGNED: NL DRAWN: AT CHECKED: Y
<br />REVIEWED FOR
<br />CO
<br />AND
<br />FOR CONSTRUCTION:
<br />JASON GABRIEL
<br />CONSTRUCTION COMPLETED:
<br />PRINCIPAL CIVIL ENGINEER RCE NO.: 62961
<br />LITTLE
<br />RSIIFD tTFAL II
<br />a Underground Service Alert
<br />of Southern California aL
<br />TWO WORKING DAYS -0
<br />BEFORE YOU DIG
<br />Knowwhafs below.
<br />CRII heforeyou dig. www,DlgMertorg
<br />NOTICE TO CONTRACTOR
<br />PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT
<br />IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS
<br />A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TW
<br />KORKING DAYS PRIOR TO COMMENCING EXCAVAT7ON.
<br />IRRIGATION LEGEND, NOTES, CALCULATIONS
<br />CABRILLO PARK IRRIGATION RENOVATION
<br />CABRILLO PARK - CORNER OF CABRILLO PARK DR. & FRUIT ST.
<br />CITY OF SANTA ANA
<br />
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