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ION. 14
EFER
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NTRACTOR SHALL cbORDINATE THE 120 VAC POWEI
THIS LOCATION AND INSTALL A OEM 120/20 VOLTP
kBILIZER ON THE INCOMMING POWER SOURCE, THEN
KE THE FINAL HOOK-UP. SATELLITE SHALL BE PRC
-Y GROUNDED IN ACCORDANCE WITH TORO STANDAP
NTRACTOR SHALL INSTALL SATELLITE WITH DOOR
`0ING NORTH ORSOUTH TO REDUCE GLARE ON MONITI
PLAY. CONTRACTOR SHALL INSTALL A RAIN GUARI
VR -S RAIN SHUT OFF DEVICE IN A VANDAL RESISTAI
DaLOSIJRE AND A RAIN MASTER 32 PC PERMANENT -
OOTE 66NTROL CONNECTOR FOR FUTURE HOOK-UP V
N MASTER RT5/RRAD REMOTE TRANSMITTER/
3EIVER. CONSULT MANUFACTURERS FOR WIRING IN.
IUCTIONS AND SPECIFICATIONS. FINAL LOCATION C
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�77
.. . .......... .... ... . . ...... - — — ------ .......
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 SYSTCM REQUIRES 58 GPM MAX @ 56 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 62 PSI.
ALL MASTER CONTROL CABLE SHALL BE DIRECT BURIAL,,
AND RUN IN SAME TRERCH AND PARALLEL TO MAIN LINE.
WHERE CABLE IS NOT IN TFIENCH WITH MAIN LINE, ENCLOSE
IN 2" PVC CONDUIT.
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PRESSURE CALCULATION FOR:
VALVE C-32 C@ 53 GPM
HGL (HYDRAULIC GRADE LINE)
292.00
METER ELEVATION
55.00
HIGHEST HEAD ELEVATION
58.00
IRRIGATION WATER METER
2.15
BACKFLOW PREVENTION DEVICE
8.90
MASTER VALVE
XL
MAIN LINE PIPE
8.88
LATERAL LINE PIPE
4.30
�77
.. . .......... .... ... . . ...... - — — ------ .......
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 SYSTCM REQUIRES 58 GPM MAX @ 56 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 62 PSI.
ALL MASTER CONTROL CABLE SHALL BE DIRECT BURIAL,,
AND RUN IN SAME TRERCH AND PARALLEL TO MAIN LINE.
WHERE CABLE IS NOT IN TFIENCH WITH MAIN LINE, ENCLOSE
IN 2" PVC CONDUIT.
rAV M I ELM MUZZ am
VAM
1 WON: CITY
ZINM- APPRQVAL�=
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I
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PRESSURE CALCULATION FOR:
VALVE C-32 C@ 53 GPM
HGL (HYDRAULIC GRADE LINE)
292.00
METER ELEVATION
55.00
HIGHEST HEAD ELEVATION
58.00
IRRIGATION WATER METER
2.15
BACKFLOW PREVENTION DEVICE
8.90
MASTER VALVE
0.00
MAIN LINE PIPE
8.88
LATERAL LINE PIPE
4.30
ELECTRIC REMOTE CONTROL VALVE
2.75
PRESSURE REQUIRED ATSPRINKI FIR
25.00
MISC. LOSS (20% OF TOTAL PIPING LOSS)
2.64
ELEVATION (LOSS/GAIN)
1.30
TOTAL PRESSURE REQUIRED FOR OPERATION
55.92
EXISTING WATER PRESSURE AT METER
102.62
RESIDUAL PRESSURE
46.71
PRESSURE REGULATOR SETTING
621.
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ALL WORK SHOWN ON THIS
SHEET SHALL BE INCLUDED
IN BID SCHEDULE 2, F,_XCfP,7'
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LIMIT OF WORK
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114' *4 �Ir Landscape Architecture
Urban Design
1V4.
Site Planning
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Irvine, California 92718
01N, 114 AN 714 753 1779
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AFIM RAM DRIPPERLINE TUBING
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MEDIANS, SHALL BE INSTALLED
JE OAT GRASS AND THE GAZANIA. :z
ATERIAL SHALL BE IRRIGATED BY L; Uj
SCALE 1 201
ET EMITTER. maw.. a - ------
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kDRA BUBBLERS SHOWN IN PAVED CITY OF FONTANA CALI FO R N IA
1 11 )Am(n
E. LIMIT OF WORK LINE, ARE FOR I # Z
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)OSES ONLY AND ARE TO BE Cr PUBLIC WORKS DEPARTMENT
rING AREAS.
I i . DR/�WN BY
CE SCA[
LANDSCAPE,
IG SHOWN IN PAVED AREAS TO BE
1" 20''
DFSIC,iFq BY
'ING AREAS WHENEVER POSSIBLE. 11*4
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RL IRRIGATION
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DAT E:
ADJUST THE SPRAY PATTERNS BY
C 14, E C K ID BY
:)ROPRIATE RAIN BIRD 'PC' PLAN
USING THE ADJUSTING SCREW. JO N 0. DR� NO. SHT. NO.
INDEX MAP Cr yg�
0 90023 APPROVED 2 o
No Scale z CITY L"AGINFER R. C E. 251126 F 3S
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