HomeMy WebLinkAbout3735-21EXISTING
MAINLINE
'�PRUDUCTION
AVENU
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EXISTING CONDITION NOTES
CONTRACTOR TO RUN TWO VALVE AT SAME TIME. RUN WIRE FROM EXISTING
TREE SYSTEM F26 TO NEW SHRUB SYSTEM F29. ADD SPRAY HEADS, SIZE
PIPE PER PLAN, AND ENSURE 100go COVERAGE ON ALL SPRAYS HEADS.
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CONTRACTOR SHALL PROVIDE TEMPORARY INSTALLATION AS NECESSARY TO MAINTAIN
EXISTING IRRIGATION SYSTEM FULLY OPERATIONAL DURING CONSTRUCTION. CONTRACTOR
SHALL PROTECT -IN-PLACE ALL EXISTING IRRIGATION SYSTEMS,
CONTRACTOR SHALL REPAIR OR REPLACE ALL IRRIGATION COMPONENTS AT HIS OWN
EXPENSE AND SYSTEMS DAMAGEODURING CONSTRUCTION.
CONTRACTOR SHALL PROTECT -IN-PLACE ALL EXISTING PLANT MATERIAL. CONTRACTOR
SHALL REPLACE ALL PLANT MATERIALS DAMAGED OR DESTROYED DURING
CONSTRUCTION AT HIS OWN EXPENSE.
CONTRACTOR SHALL PROTECT -IN-PLACE ALL EXISTING CONTROL WIRES TO THE
EXISTING CONTROLLERS.
CONTRACTOR SHALL PRESERVE ALL ABANDON CONTROL WIRES TO BE UTILIZED IF
NECESSARY FOR NEW VALVES.
F
CTOR SHALL PROVIDE NEW WIRES AND TRENCHING PER DETAIL TO ALL NEW
L VALVES. WIRES ARE TO BE TRENCHED BACK TO THE EXISTING CONTROLLER
TALLED PER DETAIL.
CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO START OF WORK AND SHALL
NOTIFY OWNER OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION.
RECORD DRAWINGS ARE AVAILABLE FOR REVIEW IN THE BACK OF THIS PACKAGE.
DRAWINGS ARE FOR REFERENCE ONLY AND DOES NOT CONSTITUTE THE ACTUAL BUILT
CONDITION. CONTRACTOR TO VERIFY ALL CONDITIONS IN THE FIELD.
*A
42
4TRACTOR t0 RUN TWO VALVE AT SAME TIME. RUN, WIRE FROM EXISTING
.UB SYSTEM I -3A TO NEW SHRUB SYSTEM F29. ADD SPRAY HEADS, SIZE
E PER PLAN, AND ENSURE 100% COVERAGE ON ALL SPRAYS HEADS.
219
PROPOSED CONTROLLER 'B" LOCATION. CONTRACTOR t0 INSTALL NEW
CONTROLLER WITH TORO MODEL*: (ES546-0-245555-OBS/1-VRA) 46 STATION
CONTROLLER. CONTRACTOR SPALL COORDINATE THE DIS -CONNECTION AND
RE -CONNECTION OF THE 120 VAC POUTER TO THE EXISTING CONTROLLER
AND REINSTALL THE OEM 120/0 VOLTAGE STABILIZER ON THE INCOMING
POUTER 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-6 RAIN SHUT OFF DEVICE
IN A VANDAL RESISTANT ENCLOSURE. FINAL LOCATION OF CONTROLLER TO
BE APPROVED CITY INSPECTOR.
AN EXISTING 2-t/2' SUPPLY LINE TO AN EXISTING 2 DISK DOMESTIC WATER
METER TO AN EXISTING 2' BACKFLOW PREVENTER LOCATED 1N SHRUB AREA.
VERIFY EXACT LOCATION OF THE BACKFLOW PREVENTER WITH THE CITY
INSPECTOR, THE SYSTEM REQUIRES 21 GPM MAX s 55 PSI MIN,
NGL V -SS PSIIHGL OBTAINED FROM ANGELO NAVARRO, WEST VALLEY
WATER DISTRICT. 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 SERIES PRESSURE REGULATOR, SET. 0 65 PSI.
32
T11
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O
NEW
2' WATER METER
G
MMIRE ZONE NGL / NEAREST TAMC
G
G
219
PROPOSED CONTROLLER 'B" LOCATION. CONTRACTOR t0 INSTALL NEW
CONTROLLER WITH TORO MODEL*: (ES546-0-245555-OBS/1-VRA) 46 STATION
CONTROLLER. CONTRACTOR SPALL COORDINATE THE DIS -CONNECTION AND
RE -CONNECTION OF THE 120 VAC POUTER TO THE EXISTING CONTROLLER
AND REINSTALL THE OEM 120/0 VOLTAGE STABILIZER ON THE INCOMING
POUTER 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-6 RAIN SHUT OFF DEVICE
IN A VANDAL RESISTANT ENCLOSURE. FINAL LOCATION OF CONTROLLER TO
BE APPROVED CITY INSPECTOR.
AN EXISTING 2-t/2' SUPPLY LINE TO AN EXISTING 2 DISK DOMESTIC WATER
METER TO AN EXISTING 2' BACKFLOW PREVENTER LOCATED 1N SHRUB AREA.
VERIFY EXACT LOCATION OF THE BACKFLOW PREVENTER WITH THE CITY
INSPECTOR, THE SYSTEM REQUIRES 21 GPM MAX s 55 PSI MIN,
NGL V -SS PSIIHGL OBTAINED FROM ANGELO NAVARRO, WEST VALLEY
WATER DISTRICT. 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 SERIES PRESSURE REGULATOR, SET. 0 65 PSI.
32
T11
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WORST CONDITION RCY
NEW
2' WATER METER
MAINLINE '8'
MMIRE ZONE NGL / NEAREST TAMC
MM
2' 1340 FLOW FREYENTER
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WATER METER ELEVATION
88.00
MASTER VALVE
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SLV.
GATE VALVE ( I)
20
STATIC MM"RE
8833
I -V2' REMOTE CONTROL VALVE
3.4
MANLINE NEAR WNW%
00
WATER METER SIZE
2'
LATERAL LINE NEAR GAIWL0%
00
RCV SIZE
1.12'
SOW 40 MANLUE FRICTION L095
42
M
104
SCN 40 LATERAL LINE FRICTION LOSS
4.5
RCV DEMAND (GPM)
21.0
PSI REQUIRED
F
CTOR TO PROTECT -IN-PLACE EXISTING MASTER CONTROL CABLE.
BURIAL AND RUN IN THE SAME TRENCH AND PARALLEL TO MAINLINE.
ABLE 15 NOT IN TRENCH WITH MAINLINE, ENCLOSE IN 2" PVC CONDUIT.
FEEXISTING I=.O.C. / CONTROLLER " "
OR REFERENCE ONL**r. (N.I.C.)
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36 35 3A- f
M 1-1/2"
IRRIGATION PRESSURE CALCS
EXISTING 2" WATER METER / CONTROLLER '8'
F
ALL NETAFIM RAM DRIPLINE TUBING, SPECIFIED FOR MEDIANS, SHAL
LED TO IRRIGATUIE THE BLUE OAT GRASS AND GAZANIA. ALL OTHER
TERIAL SHALL BE IRRIGATED BY OLSON 12 OUTLET EMITTER.
TYPICAL - ALL QUADRA BUBBLERS SHOWN IN PAVED AREAS AND OUTSIDE
LIMIT OF WORK LINE, ARE FOR DIAGRAMMATIC PURP05ES ONLY AND ARE TO
BE INSTALLED IN PLANTING AREAS.
TYPICAL - ALL PIPING SHOWN IN PAVED AREAS TO BE INSTALLED IN PLANTING
AREAS WHEREVER POSSIBLE.
CONTRACTOR SHALL ADJUST THE SPRAY PATTERNS BY INSTALLING THE
APPROPRIATE PRESSURE COMPENSATING SCREENS, PRIOR TO USING THE
ADJUSTING SCREW.
RAS IRRIG,�TI�N N01 -ES
CONTROLLER 8'
CITY OF FONTANA, CALIFMIA
APFWeTENANCE / PIPE PSI L095 / GAM
WORST CONDITION RCY
5.21
2' WATER METER
to
MMIRE ZONE NGL / NEAREST TAMC
MM
2' 1340 FLOW FREYENTER
89
WATER METER ELEVATION
88.00
MASTER VALVE
13
DIFFERENCE IN ELEVATION
204,00
GATE VALVE ( I)
20
STATIC MM"RE
8833
I -V2' REMOTE CONTROL VALVE
3.4
MANLINE NEAR WNW%
00
WATER METER SIZE
2'
LATERAL LINE NEAR GAIWL0%
00
RCV SIZE
1.12'
SOW 40 MANLUE FRICTION L095
42
RCV ELEVATION
104
SCN 40 LATERAL LINE FRICTION LOSS
4.5
RCV DEMAND (GPM)
21.0
PSI REQUIRED
553
TOTAL PSI GAN / LOSS
253
DE" PRESSURE
300
MI REQUIRED
553
STATIC PRESSURE
98:1
RESIDUAL PRESSURE
43.4
KEYMAP:
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LA NDSCAI'E ARCHITECTURE
607 North Anshelm Boulevard
Anaheim, CaUfomia. 92805
PHj�NE- (714) 520-5795
(714) 520-0106
CA. LIC. Nom. 1219
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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
Scale: 1"=20'—O"
Date:
Project No.: LEN 401
Project Name:
SIERDRA BUSINESS CENTER
Sheet Title:
RRIGAMON PLAN
SLOVER AVENUE
Sheet No:
CI