HomeMy WebLinkAbout3735-19CONTRACTOR TO ABANDON EXISTING DRIP SYSTEMS A16, All, A16.
CONTRACTOR TO RELOCATE EXISTING GATE VALVE AT STATION
PT. 54+30 FROM MEDIAN TO NEW PARKWAY MAINLINE.
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FCONTRIAC,TOR TO RETROFIT EXISTING TURF SYSTEMS E$ AND EXISTING SHRUB
E9, E10, ADD SPRAY HEADS, SIZE PIPE PER PLAN, AND ENSURE
ERAGE ON ALL. SPRAYS HEADS.
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CONTROLLER T
CITY OF FONTANA, CALIFORNIA
APPURTENANCE / PIPE
PSI LOSS / GAN
WORST CONDITION RCV
E-1
2' UTATER METER
1.90
PRESSURE ZONE NGL / NEAREST TANK
292.00
2' DACKFLOW PREYENTER
8.9
WATER METER ELEVATION
WOO
MASTER VALYE
13
DIFFERENCE N ELEVATION
212.00
GATE YALYE ( 1)
10
STATIC PRESSURE
91.19
1-U2' REMOTE CCNTROL YALVE
3.4
STREETJ
a
MANLNE FIEAD WNW%
3.5
WATER METER SIZE
2'
LATERAL LNE r4W GAINA.M
00
RCV SIZE
1-1/2'
SCN 40 MANLNE FRICTION LOSS
51
RCV ELEYATION
12.0
SCN 40 LATERAL LNE FRICTION LOSS 5.5
RCV DEMAND (GPM)
31.0
PSI REQUIRED
54.4
TOTAL PSI GA
PSI REQUIRED
300
544
STATIC PREWZE:
98.1
RESIDUAL PRESSURE
443
EX15TING
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32 IAS V 32 A20 32 IAS,
EXISTING CONDITION NOTES
(EXISTING RNV
CONTRACTOR TO RETROFIT EXISTING DRIP SYSTEMS A19, A20, A21.
ADD EMITTERS AND DRIP LINE, AND RELOCATE EXISITNG RCVS,
FLUSH VALVES PER PLAN.
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 DAMAGED DURING 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.
CONTRACTOR SHALL PROVIDE NEW WIRES AND TRENCHING PER DETAIL TO ALL NEW
CONTROL VALVES. WIRES ARE TO BE TRENCHED BACK TO THE EXISTING CONTROLLER
AND INSTALLED PER DETAIL.
CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO START OF WORK AND SHALL
NOTIFY OWNER OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION.
ECORD DRAWINGS ARE AVAILABLE FOR REVIEW IN THE BACK OF THIS PACKAGE.
DRAWINGS ARE FOR REFERENCE ONLY AND DOES NOT CONSTITUTE THE ACTUAL BUILT
ONDITION. CONTRACTOR TO VERIFY ALL CONDITIONS IN THE FIELD.
UL6=U VU va \1 O 11 V I` U VAI
LIMIT OF WORK
PROPOSED CONTROLLER 'E' LOCATION. CONTRACTOR TO INSTALL NEW
CONTROLLER WITH TORO MODEL•: (125548 -U2 -245555 -0155/1 -VRA) 46 STATION
CONTROLLER. CONTRACTOR SHALL COORDINATE THE DIS -CONNECTION AND
RE -CONNECTION OF THE 120 VAC POWER TO THE EXISTING CONTROLLER
AND REINSTALL THE OEM 110/m 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-S RAIN SHUT OFF DEVICE
IN A VANDAL RESISTANT ENCLOSURE. FINAL LOCATION OF CONTROLLER TO
BE APPROVED CITY INSPECTOR
AN EXISTING 2-1/2' SUPPLY LINE TO AN EXISTING 2' DISK DOMESTIC WATER
METER TO AN EXISTING 2' 5ACKFLOW PREVENTER LOCATED IN SHRUB AREA.
VERIFY EXACT LOCATION OF THE BACKFLOW PREVENTER WITH THE CITY
INSPECTOR. THE SYSTEM REQUIRES 31 GPM MAX a 54 PSI MIN.
HGL +/-92 PSI(HGL 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�o OVER THE
REQUIRED OPERATION PRESSURE, CONTRACTOR SHALL INSTALL A
WILKINS 600 SERIES PRESSURE REGULATOR, SET al 65 PSI.
2
52 E6
I-1/2'
O a O
TIAINL INE "E"
39 E21 V 43 /'E2$ 35 Ell
I-1/2" 1-1/2" 1-1/2"
CONTRACTOR TO PROTECT -IN-PLACE EXISTING 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 NETAFIM RAM DRIPLINE TUBING, SPECIFIED FOR MEDIANS, SHAL
BE INSTALLED TO IRRIGATWE THE BLUE OAT GRASS AND GAZANIA, ALL OTHER
PLANT MATERIAL SHALL BE IRRIGATED BY OLSON 12 OUTLET EMITTER
TYPICAL - ALL QUADRA 5U55LERS 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 WHEREVER POSSIBLE.
CONTRACTOR SHALL ADJUST THE SPRAY PATTERNS BY INSTALLING THE
APPROPRIATE PRESSURE COMPENSATING SCREENS, PRIOR TO USING THE
ADJUSTING SCREW.
CONTRACTOR SHALL GUARANTEE THE SURVIVAL OF ALL PLANT MATERIAL
WHILE INSTALLING THE NEW IRRIGATION SYSTEM. THE CONTRACTOR SHALL
ALSO GUARANTEE THE SURVIVAL OF ALL PLANT MATERIAL WHILE
RETROFITTING THE EXISTING IRRIGATION SYSTEM.
MAINLINE "E"
CONTRACTOR TO RETROFIT EXISTING TURF SYSTEMS Ell AND
CONVERT TO SHRUB SYSTEM. ADD SPRAY HEADS, SIZE PIPE
PER PLAN, AND ENSURE 10M COVERAGE ON ALL SPRAY HEADS.
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LANDSCAPE ARCHITECTURE
607 Noah Anaheim Boulevard
Anaheim, Califoania. 92805
FHgNE: (714) 520-5795
FAX: (714) 520-0106
Emma net
CA. LIC. NO. 1219
�PNTISC.4pp
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12-31-05
RE VAL
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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:
SIERRA BUSINESS CENTER
Sheet Title:
RRIGAION PLAN
MERRA AVENUE
Sheet No:
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LANDSCAPE ARCHITECTURE
607 Noah Anaheim Boulevard
Anaheim, Califoania. 92805
FHgNE: (714) 520-5795
FAX: (714) 520-0106
Emma net
CA. LIC. NO. 1219
�PNTISC.4pp
KpBATq Na
Ccs s -A
12-31-05
RE VAL
�1A
CALS�
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Luul
LLL
Iu_ul C* CO—
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9 LU
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L 54 o �
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:
SIERRA BUSINESS CENTER
Sheet Title:
RRIGAION PLAN
MERRA AVENUE
Sheet No:
0