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PRESSURE CALCULATION FOR4
1-316 52 GPM
.VALVE
HGL (HYDRAULIC GRADE LINE)
292.00
METER ELEVATION
88.00
HIGHEST HEAD ELEVATION
89.00
IRRIGATION WATER METER
2.10
BACKFLOW PREVEN11ON DEVICE
8.90
MASTER VALVE
0.00
MAIN LINE PIPE
9.67
LATERAL LINE PIPE
4.31
ELECTRIC REMOTE CONTROL VALVE
2.71
PRESSURE REQUIRED AT SPRINKLER
25.00
MISC. LOSS (209/6 OF TOTAL PIPING LOSS)
2.80
ELEVATION (LOSS/GAIN)
0.43
PRESSUSE, REQUIRED FOR OPERATION
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55.92
XISTING WATER PRESSURE AT METER
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ffRETOTAL
88.33
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RESIDUAL PRESSURE
RESSURE REGULATOR SETTING
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MAINTENANCE TRUCK TURN -OUT - REFER TO STREET IMPROVEMENT PLANS FOR
CURB CONSTRUCTION. TURN -OUT PAVING SURFACE REFER TO PLANTING PLA 7
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TYPICAL ALL QUADRA BUBBLERS SHOWN -IN -PAVED
ALL MASTER CONTROL CABLE SHALL BE DIRECT BURIAL,
\VAD XAJ�,._-
C AREAS AND OUTSIDE LIMIT OF WORK LINE, ARE FOR
AND RUN IN SAME TRENCH AND PARALLEL TO MAIN LINE.
WHERE CABLE IS NOT IN TRENCH WITH MAIN LINE, ENCLOSE DIAGRAMMATIC PURPOSES ONLY AND ARE TO BE
IN 2"PVC CONDUIT.
INSTALLED IN PLANTING AREAS.
II/ 1�r
TYPICAL ALL PIPING SHOWN IN PAVED AREAS TO BE
TYPICAL ALL NETAFIM RAM DRIPPERLINE TUBING
INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE.
SPECIFIED FOR THE MEDIANS, SHALL BE INSTALLED
TO IRRIGATE THE BLUE OAT GRASS AND THE GAZANIA. CONTRACTOR SHALL ADJUST THE SPRAY PATTERNS BY
ALL OTHER PLANT MATERIAL SHALL BE IRRIGATED BY
, ar INSTALLING THE APPROPRIATE RAIN BIRD 'PCI
rA U ENC
REVISIONS Pt'% 4. DATE CITY THE OLSON 12 OUTLET EMITTER.
APPROVAL APPROVAL DATE SCREENS, PRIOR TO USING THE ADJUSTING SCREW.
SCALE 1 a m 20'
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