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PRESSURE CALCULATION FOR:
VALVE G-5 0 43 GPM
HGL (HYDRAULIC GRADE LINE)
292.00
METER ELEVATION
88.00
HIGHEST HEAD ELEVA11ON
1.05.00
IARIGATION WATER METER
1.45
BACKFLOW PREVENTION DEVICE
8.90
MASTER VALVE
0.00
MAIN LINE PIPE
8.12'
LATERAL LINE PIPE
3.70
ELECTRIGREMOTE CONTROL VALVE
3.85
PRESSURE REQUIRED AT SPRINKLER
35.00
MISC. LOSS (20% OF TOTAL PIPING LOSS)
2.36
ELEVATION (LOSS/GAIN)
7.36
TOTAL PRESSURE REQUIRED FOR OPERATION
70.75
EXISTING WATER PRESSURE AT METER
88.33
RESIDUAL PRESSURE
17.59
WRESSURE REGULATOR SETTING
78.
CON TROLLER'G'LOCATION. P.T.S. MODEL -NO.. SA -1.6-32/
P.O.C.= POINT OF CONNECTION. CONTRACTOR SHALL
RRA/RSE/OEM STATION CONTROLLER. RUN A 2-1/2" SUPPLY LINE FROM THE 2" DISK DOMESTIC V. - 16�� J 7 N
C ONTRACTOR SHALL COORDINATE THE 120 VAC POWER WATER METER (TO BE INSTALLED BY OTHERS) TO THE 2"
TO THIS LOCATION AND INSTALL A OEM 120/20 VOLTAGE BACKFLOW PREVENTION DEVICE LOCATED IN THE SHRUB n
STABILIZER ON THE INCOMMING POWER SOURCE, THEN AREA. FINAL LOCATION OF THE BACKFLOW PREVENTER
r
MAKE THE.FINAL HOOK-UP. SATELLITE SHALL BE PROP- TO BE APPROVED BY THE LANDSCAPE ARCHITECT.
ERLY GROUNDED IN ACCORDANCE WITH TORO STANDARDS. THE SYSTEM REQUIRES 55 GPM MAX @ 7 IPSI MIN.
CONTRACTOR SHALL INSTALL SATELLITE WITH DOOR HGL = +/-88 PSI (HGL OBTAINED FROM PEGGY ASCHE, CI
FACING NORTH OR SOUTH TO REDUCE GLARE ON MONITER SAN BERNADINO CO. WATER DISTRICT. 2/14/91). If
DISPLAY. CONTRACTOR SHALL INSTALL A RAIN GUARD PRIOR TO INSTALLATION CONTRACTOR SHALL VERIFY
RGVR-S RAIN SHUT OFF DEVICE IN A VANDAL RESISTANT STATIC PRESSURE IN THE FIELD. IF STATIC PRESSURE IS '1141f 014111f
ENCLOSURE AND A RAIN MASTER 32 PC PERMANENT MORE THAN 20% OVER THE REQUIRED OPERATION
REMOTE CONTROL CONNECTOR FOR FUTURE HOOK-UP WITH PRESSURE CONTRACTOR SHALL INSTALL A WILKINS 600' 1114d
RAIN MASTER RT5/RRAD REMOTE TRANSMITTER/ PRESSURE REGULATING VALVE. SET VALVE AT 78 PSI. 014!
RECEIVER. CONSULT MANUFACTURERS FOR WIRING IN- 9/4 It
STRUCTIONS AND SPECIFICATIONS. FINAL LOCATION OF it
THE CONTROLLER TO BE APPROVED BY THE LANDSCAPE at
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0 PACIFIC TECH. SERVICES MODEL NO. SA-26-32/PLC/RRA/
w If All 40 'RSE /OEM COMMUNICATION SATELLITE WITH PHONE LINK
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I Iltz CONTRACTOR SHALL COORDINATE THE 120 VAC POWER
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TO THIS LOCATION AND INSTALL A OEM 120/20 VOLTAGE
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it STABILIZER ON THE INCOMMING POWER SOURCE, THEN
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LO I- r) 11111111110000� On, MAKE THE FINAL HOOK-UP. SATELLITE SHALL BE PROP -
10a wowo� 0 ERLY GROUNDED IN ACCORDANCE WITH TOROS'TANDARDS.
lo CONTRACTOR SHALL INSTALL SATELLITE WITH DOOR
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IMPORTANT NOTE: LANDSCAPE CONTRACTOR FACING NORTH OR SOUTH TO REDUCE GLARE ON MON ITER
DISPLAY. CONTRACTOR SHALL INSTALL A RAIN GUARD
TOTHOROUGHLY R VIEW'TRAFFIC SIGNAL Ik- 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
PLANS PRIOR TO CON TRUCTION TO VERIFY
RAIN MASTER RT5/RRAD REMOTE TRANSMITTER/
THAT NO CONFI-ICTS R TWEEN TRAFFIC t RECEIVER. CONSULT MANUFACTURERS FOR WIRING IN -
SIGNAL CONDUIT OR TI FFIC-LOOPS AND
IRRIGATION SLEEVIN-G 0 LAYOUT OCCUR
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MAIN 1' "I'L w V OMA a
0 CA" W.
HGL (HYDRAULIC GRADE LINE)
PAIR
METER ELEVA11ON
88.00
fi REZ � m.
00, a,
IRRIGATION WATER METER
2.45
BACKFILOW PREVEN11ON DEVICE
8.90
MASTER VALVE
0.00
MAIN LINE PIPE
10.93
LATERAL LINE PIPE
4.60
El ECTRIC REMOTE CONTROL VALVE
2.75
PRESSURE REQUIRED AT SPRINKLER
35.00
MISC. LOSS (20% OF TOTAL PIPING LOSS)
3.11
REVISIONS
F_
CITY
1311111APPROVA
TOTAL PRESSURE REQUIRED FOR OPERATION
ALL MASTER CONTROL CABLE SHALL BE DIRECT BURIAL,
AND RUN IN SAME TRENCH AND'PARALLEL TO MAIN LINE.
WHERE CABLE IS NOT IN TRENCH WITH MAIN LINE, ENCLOSE
IN 2" PVC CONDUIT.
;C4P
V
oodward Dike
Lie. #1330
(Signature)
0�1 -
OF CALI fj%
TYPICAL - ALL NETAFIM RAM DRIPPERLINE TUBING,
SPECIFIED FOR THE MEDIANS, SHALL BE INSTALLED
TO IRRIGATE THE BLUE OAT GRASS AND THE GAZANIA.
ALL OTHER PLANT MATERIAL SHALL BE IRRIGATED BY
THE OLSON 12 OUTLET EMITTER.
TYPICAL - ALL QUADRA BUBBLERS SHOWN IN PAVED
AREAS AND OUTSIDE LIMIT OF WORK LINE, ARE FOR
DIAGRAMMATIC PURPOSES ONLY AND ARE TO BE
INSTALLED IN PLANTING AREAS.
TYPICAL - ALL PIPING SHOWN IN PAVED AREAS TO BE
INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE.
CONTRACTOR SHALL ADJUST THE SPRAY PATTERNS BY
INSTALLING THE APPROPRIATE RAIN BIRD 'PCq
SCREENS, PRIOR TO USING THE ADJUSTING SCREW.
PRESSURE CALCULATION FOR:
VALVE F-27 0 52 GPM
HGL (HYDRAULIC GRADE LINE)
292.00
METER ELEVA11ON
88.00
HIGHEST HEAD ELEVATION
88.00
IRRIGATION WATER METER
2.45
BACKFILOW PREVEN11ON DEVICE
8.90
MASTER VALVE
0.00
MAIN LINE PIPE
10.93
LATERAL LINE PIPE
4.60
El ECTRIC REMOTE CONTROL VALVE
2.75
PRESSURE REQUIRED AT SPRINKLER
35.00
MISC. LOSS (20% OF TOTAL PIPING LOSS)
3.11
ELEVATION (LOSS/GAIN)
0.00
TOTAL PRESSURE REQUIRED FOR OPERATION
67.7-4
EXISTING WATER PRESSURE AT METER
88.33
PRESSURE REGULATOR SETTING
75
STRUCTIONS AND SPECIFICATIONS. FINAL LOCATION OF
THE CONTROLLER TO BE APPROVED BY THE LANDSCAPE
ARCHITECT.
P.O.C.= POINT OF CONNECTION. CONTRACTOR SHALL
RUN A 2-1/2" 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 57 GPM MAX @ 67 PSI 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 75 PSI.
The Dike Partnership
Landscape Architecture
Site Planning
SAN BEMARXQ FRELWAY____ One Venture, Suite 100
Irvine, California 92718
Olt 714 753 1779
2 Fax 714 753 1479
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