HomeMy WebLinkAbout3735-22145 2 155 23 165 14
1" 1-1/2" 1'
CONTRACTOR TO RETROFIT EXISTING DRIP SYSTEMS B14, B15,1316.
ADD EMITTERS, PVC PIPE, DRIP LINE, AND FLUSH VALVES PER
PLAN.
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1.5 I-1/2'
CONTRACTOR TO RETROFIT EXISTING DRIP SYSTEMS 511,51a, 819.
820, 21, 822, 823, OMIT EMITTERS AND DRIP LINE. ADD FLUSH
VALVES PER PLAN AND RELOCATE EXISTING MEDIAN RCVS
VALVES PER PLAN,
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IRRIGATION PRESSURE CALCS
EXISTING 2" UJATER METER / CONTROLLER '1'
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CONTROLLER 'I'
CITY OF WOK CALIFMIA
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APPURTENANCE / PIPE
PSI LOSS / GAN
WORST CONDITION RCV
1-31
2' WATER METER
1.9
PIESS M ZONE NGL / NEAREST TAWC
292.0a
2' 5AdCFLOW PREVENTER
89
WATER METER ELEVATION
8833
MASTER VALVE
13
DIFFERENCE N ELEVATION
204.00
GATE VALVE l 2)
2.0
STATIC PRESSURE
8833
I -I/2' REMOTE CONTROL VALVE
3.4
MANLNE IAD GAN/LOSS
060
WATER METER SIZE
2'
LATERAL. LME HEAD GAMOSS
00
RCV SIZE
1 -IR'
SCH 40 MAXINE FRICTION LOSS
29
RCV ELEVATICN
100
SCH 40 LATERAL LINE FRICTION LOSS 55
RCV-DEFIAND-(GPM) _ _
_ - 39E0
-
STATIC PRESSURE REQUIRED
94.9
TOTAL. PSI GAN / LOSS
249
PENN PRESSURE
300
PSI REQUIRED
549
STATIC PRESSURE
883
RESIDUAL PRESSURE
43,8
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EXISTING CONDITION N07E5
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 OUJN 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 WOW AND SHALL
NOTIFY OWNER OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION.
;ORD DRAWINGS ARE AVAILABLE FOR REVIEW IN THE BACK OF THIS PACKAGE.
AWINGS ARE FOR REFERENCE ONLY AND DOES NOT CONSTITUTE THE ACTUAL BUILT
NOITION. CONTRACTOR TO VERIFY ALL CONDITIONS IN THE FIELD.
49 14-1 36(15-1
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205 33 215 21
1-1/2' 1-1/2"
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PROPOSED CONTROLLER '1' LOCATION. CONTRACTOR TO INSTALL NEW
CONTROLLER WITH TORO MODEL": (ES548-U2-245555-O55/1-VRA) 48 STATION
CONTROLLER CONTRACTOR SHALL COORDINATE THE DIS -CONNECTION AND
RE -CONNECTION OF THE 120 VAC POUTER TO THE EXISTING CONTROLLER
AND REINSTALL THE OEM 11% 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-S RAIN SHUT OFF DEVICE
IN A VANDAL RESISTANT ENCLOSURE. FINAL LOCATION OF CONTROLLER TO
BE APPROVED CITY INSPECTOR
L.
AN EXISTING 2-1/2' SUPPLY LINE TO AN EXISTING 2' DISK DOMESTIC WATER
METER TO AN EXISTING 2' BACKFLOW PREVENTER LOCATED IN SHRUB AREA.
VERIFY EXACT LOCATION OF THE BACKFLOW PREVENTER WITH THE CITY
INSPECTOR THE SYSTEM REQUIRES 39 GPM MAX a 55 PSI MIN.
HGL V-88 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 20go OVER THE
REQUIRED OPERATION PRESSURE, CONTRACTOR SHALL INSTALL A
WILKINS 600 SERIES PRESSURE REGULATOR, SET a 65 PSI.
A
M
NEW
CONTRACTOR TO RELOCATE AND INSTALL 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 TORO DRIPLINE TUBING, SPECIFIED FOR MEDIANS, SHALL
BE INSTALLED TO IRRIGATE THE BLUE OAT GRASS AND GAZANIA. ALL OTHER
PLANT MATERIAL 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 PURPOSES ONLY AND ARE TO
BE INSTALLED IN PLANTING AREAS.
TYPICAL - ALL PIPING SHOWN IN PAVED AREAS ARE FOR DIAGRAMMATIC
PURPOSES ONLY AND ARE 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.
SEE SHEET LI -17 FOR IRRIGATION LE
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IANDSCAi'E ARCRMCI'M
607 North Anaheim Boulevard
Anaheim, California. 92805
PHgNE: (714) 520-5795
FAX: (714) 520-0106
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CA. UC. NO. 1219
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REIEVAL DATE
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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' (`BIER
Sheet Title:
� RGRIGAMON PLAN
$LOVER AVENUE
Sheet No:
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SANTA ANA AVE.
kowft
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IANDSCAi'E ARCRMCI'M
607 North Anaheim Boulevard
Anaheim, California. 92805
PHgNE: (714) 520-5795
FAX: (714) 520-0106
EMS& leo
CA. UC. NO. 1219
�ANDSCApe
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12-31—OS
REIEVAL DATE
F 4� C A�ZFp�
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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' (`BIER
Sheet Title:
� RGRIGAMON PLAN
$LOVER AVENUE
Sheet No:
0