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SPECIFI
TO IRRIII
ALL OTI
THE OL
;ING THE ADJUSTING'S(
P.O.C.= POINT OF CONNECTION. CONTRACTOR SHALL
RUN A 3" SUPPLY LINE FROM THE 2" DISK DOMESTIC
WATER METER (TO BE INSTALLED BY OTHERS) TO THE 2"
BACKFLOW PREVENTION DEVICE LOCATED IN THE SHRUB
AREA FINAL LOCATION OF THE BACKFLOW PREVENTER
TO BE APPROVED BY THE LANDSCAPE ARCHITECT.
THE SYSTEM REQUIRES 64 GPM MAX @637PSI MIN.
HGL = +/-88 PSI (HGL OBTAINED FROM PEGGY ASCHE,
SAN BERNADINO CO. WATER DISTRICT. 2/14/91).
PRIOR TO INSTALLATION CONTRACTOR SHALL VERIFY
STATIC PRESSURE IN THE FIELD. IF STATIC PRESSURE IS
MORE THAN 20% OVER THE REQUIRED OPERATION
PRESSURE CONTRACTOR SHALL INSTALL A WILKINS 600
PRESSURE REGULATING VALVE. SET VALVE AT 68 PSI.
CONTROLLER'H'LOCATION. P.T.S. MODEL NO..5,&--1q-32/
�'RRAZRSEZOEM, l32 STATION CONTROLLER.'
CONTRACTOR SHALL COORDINATE THE 120 VAC POWER
TO THIS LOCATION AND INSTALL A OEM 120120 VOLTAGE
STABILIZER ON THE INCOMMING POWER SOURCE, THEN
MAKE THE FINAL HOOK-UP. SATELLITE SHALL BE PROP-
ERLY GROUNDED IN ACCORDANCE WITH TORO STANDARDS.
CONTRACTOR SHALL INSTALL SATELLITE WITH DOOR
FACING NORTH ORSOUTH TO REDUCE GLARE ON MONITER
DISPLAY. CONTRACTOR- SHALL INSTALL A RAIN GUARD
RGVR-S RAIN SHUT OFF DEVICE IN A VANDAL RESISTANT
ENCLOSURE AND A RAIN MASTER 32 PC PERMANENT
REMOTE CONTROL CONNECTOR FOR FUTURE HOOK-UP WITH
RAIN MASTER RT5/RRAD REMOTE TRANSMITTER/
RECEIVER. CONSULT MANUFACTURERS FOR WIRING IN-
STRUCTIONS AND SPECIFICATIONS. FINAL LOCATION OF
THE CONTROLLER TO BE. APPROVED BY THE LANDSCAPE
ARCHITECT.
PRESSURE CALCULATION FOR:
VALVE H-19 Ca') 52 GPM
HGL (HYDRAULIC GRADE LINE)
292.00
METER ELEVATION
88.00
HIGHEST HEAD ELEVAT10N
88.00
IRRIGATION WATER METER
2.10
BACKFLOW PREVENTION DEVICE
8.90
MASTER VALVE
0.00
MAIN LINE PIPE
6.95
LATERAL LINE PIPE
4.40
ELECTRIC REMOTE CONTROL VALVE
2.70
PRESSURE REQUIRED AT SPRINKLER
2 .
MISC. LOSS (20% OF TOTAL PIPING LOSS)
2.27
ELEVATION (LOSS)GAIN) #
0.00
TOTAL PRESSURE REOUIRED FOR OPERATION
52.32
EXISTING WATER PRESSURE AT METER
88'33
RESIDUAL PRESSURE
36.01
PRESSURE REGULATOR SETTING
58
PRESSURE CALCULATION FOR:
VALVE B-1 @ 9 GPM
,HGL (HYDRAULIC GRADE LINE)
292.00
METE4 ELEVATION
88.00
HIGHEST HEAD ELEVATION
95.00
IRRIGATION WATER METER
0.00
BACKFLOW PREVEN11ON DEVICE
10.00
MASTER VALVE
0.00
MAIN LINE PIPE
9.45
LATERAL LINE PIPE
2.30
ELECTRIC REMOTE CONTROL VALVE
4.00
PRESSURE REQUIRED AT SPRINKLER
25.00
MISC. LOSS (20% OF TOTAL PIPING LOSS)
2.35
ELEVATION (LOSSIGAIN)
3.03
TOTAL PRESSURE REQUIRED FOR OPERATION
�,56.13
EXISTING WATER PRESSURE AT METER
88.33
RESIDUAL PRESSURE
32.20
PRESSURE REGULATOR SETTING
621
ALL INSTALL A RAIN GUARD
(ICE IN A VANDAL RESISTANT
STER 32 PC PERMANENT at
OR F6R FUTURE HOOK-UP WITH
:-MOTE TRANSMITTER/ S.LOVER AVENUE
'ACTURERS FOR WIRING IN -
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The Dike Partnership
Landscape Architecture
Urban Design
Site Planning
*a a an %a a soon mommo�monewano -441.
One Venture, Suite 100
11131113AUAK-411110 Owen Mumma as an Irvine, California 92718
IPPERLINE TUBING, -AVENUE. 714 753 1779
DILL BE INSTALLED
AND THE GAZANIA. Fax 714 753 1479
INDEX M -AP
L BE IRRIGATED BY No Scale 0 DID
z
0 10 20 40
1M9
SCALE 1 20'
CITY OF FO-NTANA, CALIFORNIA
-PUBLIC WORKS DEPARTMENT
DRAWN BY SCALE:
LANDSCAPE
DESIGNED BY 20'
IRRIGATION
CHECKED BY DATE:
PLAN
JOB NO. APPROVED D R. N 0. SFIT. NO.
90023 4c�lw CITY ENGINEER R. C. E. 25126 la OF',