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PRESSURE CALCULATION FOR:
VALVE E-25 0 52 GPM
HGL (HYDRAULIC GRADE LINE)
92.00
METER ELEVATION
80.00
HIGHEST HEAD ELEVATION
8A. 0 0
IRRIGATION WATER METER
2 10
BACKFLOW PREVENTION DEVICE'�,)
8 go
MASTER VALVE
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MAIN LINE PIPE
5.0
4.30
ELECTRIC REMOTE CONTROL VALVE
2.70
PRESSURE REQUIRED AT SPRINKLER
25.00
MISC. LOSS (20% OF TOTAL PIPING LOSS)
2.03
ELEVATION (LOSS/GAIN)
1.73
TOTAL PRESSURE REQUIRED FOR OPERATION
52.64
EXISTING WATER PRESSURE AT METER
91.80
RESIDUAL PRESSURE
39A 6
PRESSURE REGULATOR SETTING
58
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-IMIT OF WORK 1%, 1
TYPICAL:
Iry 54+00 THREADED CAP] 55+00 56+00
TYPICAL:
FLUSH VALVE
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SIERRA AVENUE
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IMPOR TANT NOTE:
ALL VERIFY 1_0�3"ATION OF TRAFFIC LOOPS INFIELD -AVOID TYPIC I AL:
MESTIC CONFLICT W1 IRRIGATION MAINLINE SLEEVING
THREADE
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REVISIONS ENGR'S. DATE CITY DATE
APPROVAL APPROVAL.
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61+00 62+00
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ALL WORK SHOWN ON TH�IS
SHEET SHALL BE INCLUDED
IN BID SCHEDULE 2, F51XCr_fT
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SLOVER AVENUE
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TYPICAL ALL NETAFIM RAM DRIPPERLINE TUBING -
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SPECIFIED FOR THE MEDIANS, SHALL BE INSTALLED I Uj
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TO IRRIGATE THE BLUE OAT GRASS AND THE GAZANIA.,
ALL OTHER PLANT MATERIAL SHALL BE IRRIGATED BY wev 410410. AM SCALE 1 20'
SAN'TA: : AVE
THE OLSON 12 OUTLET EMITTER.
CITY OF
TYPICAL - ALL QUADRA BUBBLERS SHOWN IN PAVED 2z
cr_ it I
AREAS AND OUTSIDE LIMIT OF WORK LINE, ARE FOR LLJ r
PUBLIC
DIAGRAMMATIC PURPOSES ONLY AND ARE TO BE
INSTALLED IN PLANTING AREAS. DRAWN BY
TYPICAL ALL PIPING SHOWN INPAVED AREAS TO BE to D�-c-_-)IG%E D BY
INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE.
CONTRACTOR SHALL ADJUST 7E SPRAY PATTERNS BY
0 U A UP" 0 w.'A' Vm"E ONZ E
C�,ECKFD BY
INSTALLING THE APPROPRIATE RAIN BIRD 'PC' INDEX MAP
SCREENS, PRIOR TO USING THE ADJUSTING SCREW. 0
No Scale z 90023 1"��`�'C"ED
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