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IRRICxATION PRESSURE CALLS
NEW 2" WATER METER / CONTROLLER 'M'
CONTROLLER 'M'
CITY OF WA44 CALIFORNIA
APPURTENANCE / PIPE PSI LOSS / GAN
WORST CONDITION RCV
WM
2' WATER METER
1.9
PRESSURE ZONE NGL / NEAREST TAN,
292.00
2' 5AC*LOW PREVENTER
8.9
WATER METER ELEVATION
62.00
MASTER VALVE
13
DIFFERENCE IN ELEVATION
290.00
GATE VALVE (1)
2.0
STATIC MOST RE
996
1 -IR' REMOTE CONTROL VALVE
3A
MAINLINE FEAD GAN/LOM
13
WATER METER SIZE
2'
LATERAL LINE NEAR GAIN/LO%
13
RCY SIZE
I -V1'
SCH 40 MAINLINE FRICTION LOSS
4b
RCV ELEVATION
10.0
SCN 40 LATERAL LINE FRICTION LOSS
4.6
RCV DEMAND (GM
32.0
STATIC PRESSURE FfOUIRED
100
TOTAL PSI GAN / LOSS
293
DESIGN PRESSURE
wo
PSI REQUIRED
595
STATIC PRESSURE
99b
RESIDUAL PRESSURE
40.1
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PROPOSED CONTROLLER 'K' LOCATION. CONTRACTOR TO INSTALL NEW
CONTROLLER WITH TORO MODEL*: (ES546-U2-24SS5B-O5S/1-VRA) 46 STATION
CONTROLLER CONTRACTOR SHALL COORDINATE THE 015 -CONNECTION AND
RE -CONNECTION OF THE 120 YAC POWER TO THE EXISTING CONTROLLER
AND REINSTALL THE OEM 110/o VOLTAGE STABILIZER ON THE INCOMING
POWER SOURCE. THEN MAKE THE FINAL HOOK-UP. SATELLITE SHALL BE
PROPERLY GROUNDED AND IN ACCORDANCE WITH TORO STANDARDS.
CONTRACTOR SHALL INSTALL SATELLITE WITH METER FACING THE STREET.
CONTRACTOR SHALL INSTALL A RAIN -GUARD RGVR-5 RAIN SHUT OFF DEVICE
IN A VANDAL RESISTANT ENCLOSURE. FINAL LOCATION OF CONTROLLER TO
BE APPROVED CITY INSPECTOR,
PROPOSED P.O.C. -NEW 2-�' SUPPLY LINE FROM A 2" DISK DOMESTIC WATER
METER TO A NEW 2' BACKFLOW PREVENTER LOCATED IN THE SHRUB AREA.
FINAL LOCATION OF THE BACKFLOW PREVENTER TO BE APPROVED BY THE
LANDSCAPE ARCHITECT. THE SYSTEM REQUIRES 32 GPM MAX a_ 59 PSI MIN.
HGL +/-99 PSIIHGL OBTAINED FROM ANGELO NAVARRO, WEST VALLEY
WATER DISTRICT. PRIOR TO INSTALLATION CONTRACTOR SHALL VERIFY STATIC
PRESSURE IN THE FIELD. IF STATIC PRESSURE 15 MORE THAN 20% OVER THE
REQUIRED OPERATION PRESSURE, CONTRACTOR SHALL INSTALL A
WILKINS 600 SERIES PRESSURE REGULATOR, SET e 65 PSI.
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CONTRACTOR TO INSTALL THE MASTER CONTROL CABLE,
DIRECT BURIAL AND RUN IN THE SAME TRENCH AND PARALLEL TO MAINLINE.
WHERE CABLE IS NOT IN TRENCH WITH MAINLINE, ENCLOSE IN 2' PVC CONDUIT.
TYPICAL -ALL PIPING SHOWN IN PAVED AREAS TO BE INSTALLED IN PLANTING
AREAS WHEREVER POSSIBLE.
F
TOR SHALL ADJUST THE SPRAY PATTERNS BY INSTALLING THE
RIATE PRESSURE COMPENSATING SCREENS, PRIOR TO USING THE
G SCREW.
SEE SHEET LI -17 FOR IRRIGATION LEGEND AND GENERAL IRRIGATIO=202 TES
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LANDSCAPE ARCHITECTURE
607 North Anaheim Boulevard
Anaheim, CaUfornia. 92805
PH NN: (714) 520-5795
FAX- (714) 520-0106
mail: leobatal�en®earthlin'Isnet
CA. LYC. NO. 1219
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-31-05
RENEWAL DATE
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DATE
1ST CITY SUBMITTAL
11/09/04 2ND CITY SUBMITTAL
01/20/05 3RD CITY SUBMITTAL
REVISIONS
Drawn by. GF
Checked by:
Approved by. RK
(I
Scale: 1"=20'–O"
Date:
Project No.: LEN 401
Project Name:
SE'n"RABUO"INESS CENTER
Sheet Title:
ROMGAMON PLAN
SANTA ANA AVENUE
Sheet No:
O
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