HomeMy WebLinkAbout4923-5#*I._ 4.1.
BASE BID
. . . . . . . . . . . . . . . .
17,
LEGENDS AND NOTES:
TURF ROTORS - 6" POP -UPS
SYMBOL
0.14 PSI
MANUFACTURER/
1.21 PSI
BACKFLOW
GPM
NOTES/
0.00 PSI
VALVE
2.6 PSI
RAD
PSI
BALL VALVE
1.00 PSI
BASKET FILTER
3.20 PSI
MODEL
6.06 PSI
i
29.7 PSI
DETAIL
Q
H
F
Q
H
F
O
RESIDUAL PRESSURE
0.6 PSI
HUNTER PGP -ULTRA - 04 - CV- R
18'
50
.5
#*I._ 4.1.
BASE BID
. . . . . . . . . . . . . . . .
17,
LEGENDS AND NOTES:
NOTES (TYPICAL):
m[a
L A N D S C A P E
ARCH ITECTU RE
310 N. JOY STREET
CORONA, CA 92879
T: 951.73 7.1 124
F: 951.737.6551
1 ANDSq�F
W � 3� y
GNATURE rn
n
9/30/13
EXP. D TE
LI
OF CAS\
CONSULTANT STAMP:
1) MAINLINE, VALVES, IRRIGATION METERS, ETC., ARE SHOWN ON THE STREET AND/OR
SIDEWALK FOR CLARIFICATION ONLY. INSTALL IN SHRUB PLANTER AREAS THROUGHOUT THE
SITE. ALL SLEEVING TO BE LOCATED WITHIN 2' OF BACK OF SIDEWALK.
DRIP IRRIGATION NOTES:
INSTALLATION NOTES
1. PRIOR TO INSTALLATION DRIPLINE AREA IS TO BE RAKED SMOOTH AND ALL SHARP OBJECTS
AND DEBRIS THAT MAY PUNCTURE TUBING IS TO BE COLLECTED AND DISPOSED OF.
2. INSTALL DRIPLINE AT A DEPTH OF 2". REFER TO IRRIGATION DETAILS FOR LAYOUT
INFORMATION.
3. ALL DRIPLINE, IRRIGATION LATERALS, AND IRRIGATION MAINLINE ARE TO BE SLEEVED UNDER
ALL PAVING AREAS. ALL SLEEVES ARE TO BE SCHEDULE 40 AND SIZED AT TWICE THE SIZE OF PROJECT:
PIPE TO BE SLEEVED.
4. DRIPLINE IS TO BE LAID OUT WITH ENOUGH 'PLAY' TO ALLOW FOR EXPANSION AND MARTIN TUDOR
CONTRACTION DUE TO CLIMATIC CONDITIONS.
5. ALL CUTS TO DRIPLINE, LATERAL LINES, AND MAIN LINE ARE TO BE AT 90 DEG TO PIPE AND AQUATIC CENTER
CLEANED PRIOR TO INSTALLATION.
6. ALL DEBRIS THAT MAY INTERFERE WITH PROPER FUNCTION OF THE EQUIPMENT IS TO BE RENOVATION PROJECT
KEPT OUT OF ALL DRIPLINES, IRRIGATION LATERALS AND IRRIGATION MAIN LINES.
7. PRIOR TO OPERATION OF IRRIGATION SYSTEM OPEN ALL FLUSH VALVES AND RUN WATER TO
PURGE SYSTEM OF ALL DEBRIS. PREPARED FOR:
8. DO NOTE USE ANY SOLVENTS OR DETERGENTS THAT MAY COMPROMISE THE INTEGRITY OF
DRIPLINES, IRRIGATION LATERALS, AND IRRIGATION MAINLINES.
z. r 5` CITY OF FONTANA
IRRIGATION INFORMATION
VALVE CALL -OUT
STATIC PRESSURE 16489 ORANGE WAY
BASED ON THE
# VALVE NUMBER`'£fl;::»::»><::<>;;::: :>r'
INFORMATION}'
# GALLONS PER MINUTE APPROX. STATIC PRESSURE: 67 PSI OBTAINED FROM ..:;:4::. FONTANA, CA. 92335
# VALVE SIZE KEITH HUESTON OF
MAXIMUM DEMAND: 21.0 GPM
$#AREA IN SQUARE FEET THE FONTANA
# r
HYDROZONE WATER COMPANY CONTACT: DAN WEST
ON 8-15-11.
VALVE # 1 FLOW = 18.6 PHONE: 909-350-6530
LATERAL LINE
TURF ROTORS - 6" POP -UPS
SYMBOL
0.14 PSI
MANUFACTURER/
1.21 PSI
BACKFLOW
GPM
NOTES/
0.00 PSI
VALVE
2.6 PSI
RAD
PSI
BALL VALVE
1.00 PSI
BASKET FILTER
3.20 PSI
MODEL
6.06 PSI
TOTAL LOSS
29.7 PSI
DETAIL
Q
H
F
Q
H
F
O
RESIDUAL PRESSURE
0.6 PSI
HUNTER PGP -ULTRA - 04 - CV- R
18'
50
.5
1.0
2.0
(.50SR/1.OSR/2.OSR)
1.5
HUNTER PGP ULTRA - 04 - CV - R
25'
50
1.5
3.0
(.75SR/1.5SR/3.OSR)
.75
a.o
e.o
HUNTER PGP ULTRA - 04 - CV - R
(4.0/8.0 BLUE NOZZLE)
VALVE
EXISTING HEAD PROTECT IN
NUMBERI
PLACE
SYM.
I MODEL
®
RAI NBIRD 1" PESB VALVE WITH 1" QUICK CHECK BASKET FILTER AND 1" BALL VALVE.
VALVE TO HAVE PURPLE HANDLE AND VALVE BOX TO BE PURPLE
RAIN BIRD REMOTE CONTROL VALVE MODEL 100-EFB-CP-R-PRS-D-NP-HAN
KING BROS. 'LO -TORQUE' BALL VALVE - LT-# TxT
0
EXISTING 48 STATION TORO CONTROLLER WITH 24 AVAILABLE STATIONS
❑W
EXISTING WATER METER (2")
NOT
SHOWN
AIR/VACUUM RELIEF VALVE - RAINBIRD AR VALVE KIT
Q
QUICK COUPLING VALVE - RAIN BIRD 33DLRC
_____________
SCH 40 PVC SLEEVE - SIZE PER PLAN
CLASS 200 PVC LATERIAL LINE - SIZE PER PLAN
DRIPLINE - RAIN BIRD XFS-09-18 PURPLE ROWS SPACED AT 18" O.C.
-------
SCH 40 PVC MAINLINE - 1-1/2"
CONTRACTOR TO CONNECT TO EXISTING 2" IRRIGATION MAINLINE.
CONTRACTOR TO VERIFY LOCATION OF EXISTING 2" IRRIGATION
MAINLINE IN THE FIELD
EXISTING LATERAL LINE, ASSUMED LOCATION. CONTRACTOR TO
---------
REPAIR LATERAL LINES AS NECESSARY FOR EXISTING VALVES 20 AND
21 TO BRING THEM TO FULL WORKING ORDER.
NOTES (TYPICAL):
m[a
L A N D S C A P E
ARCH ITECTU RE
310 N. JOY STREET
CORONA, CA 92879
T: 951.73 7.1 124
F: 951.737.6551
1 ANDSq�F
W � 3� y
GNATURE rn
n
9/30/13
EXP. D TE
LI
OF CAS\
CONSULTANT STAMP:
1) MAINLINE, VALVES, IRRIGATION METERS, ETC., ARE SHOWN ON THE STREET AND/OR
SIDEWALK FOR CLARIFICATION ONLY. INSTALL IN SHRUB PLANTER AREAS THROUGHOUT THE
SITE. ALL SLEEVING TO BE LOCATED WITHIN 2' OF BACK OF SIDEWALK.
DRIP IRRIGATION NOTES:
INSTALLATION NOTES
1. PRIOR TO INSTALLATION DRIPLINE AREA IS TO BE RAKED SMOOTH AND ALL SHARP OBJECTS
AND DEBRIS THAT MAY PUNCTURE TUBING IS TO BE COLLECTED AND DISPOSED OF.
2. INSTALL DRIPLINE AT A DEPTH OF 2". REFER TO IRRIGATION DETAILS FOR LAYOUT
INFORMATION.
3. ALL DRIPLINE, IRRIGATION LATERALS, AND IRRIGATION MAINLINE ARE TO BE SLEEVED UNDER
ALL PAVING AREAS. ALL SLEEVES ARE TO BE SCHEDULE 40 AND SIZED AT TWICE THE SIZE OF PROJECT:
PIPE TO BE SLEEVED.
4. DRIPLINE IS TO BE LAID OUT WITH ENOUGH 'PLAY' TO ALLOW FOR EXPANSION AND MARTIN TUDOR
CONTRACTION DUE TO CLIMATIC CONDITIONS.
5. ALL CUTS TO DRIPLINE, LATERAL LINES, AND MAIN LINE ARE TO BE AT 90 DEG TO PIPE AND AQUATIC CENTER
CLEANED PRIOR TO INSTALLATION.
6. ALL DEBRIS THAT MAY INTERFERE WITH PROPER FUNCTION OF THE EQUIPMENT IS TO BE RENOVATION PROJECT
KEPT OUT OF ALL DRIPLINES, IRRIGATION LATERALS AND IRRIGATION MAIN LINES.
7. PRIOR TO OPERATION OF IRRIGATION SYSTEM OPEN ALL FLUSH VALVES AND RUN WATER TO
PURGE SYSTEM OF ALL DEBRIS. PREPARED FOR:
8. DO NOTE USE ANY SOLVENTS OR DETERGENTS THAT MAY COMPROMISE THE INTEGRITY OF
DRIPLINES, IRRIGATION LATERALS, AND IRRIGATION MAINLINES.
z. r 5` CITY OF FONTANA
IRRIGATION INFORMATION
VALVE CALL -OUT
STATIC PRESSURE 16489 ORANGE WAY
BASED ON THE
# VALVE NUMBER`'£fl;::»::»><::<>;;::: :>r'
INFORMATION}'
# GALLONS PER MINUTE APPROX. STATIC PRESSURE: 67 PSI OBTAINED FROM ..:;:4::. FONTANA, CA. 92335
# VALVE SIZE KEITH HUESTON OF
MAXIMUM DEMAND: 21.0 GPM
$#AREA IN SQUARE FEET THE FONTANA
# r
HYDROZONE WATER COMPANY CONTACT: DAN WEST
ON 8-15-11.
VALVE # 1 FLOW = 18.6 PHONE: 909-350-6530
LATERAL LINE
1.35 PSI
FITTINGS
0.14 PSI
MAINLINE (211
)
1.21 PSI
BACKFLOW
11.0 PSI
WATER METER (211
)
0.00 PSI
VALVE
2.6 PSI
MASTER VALVE
3.10 PSI
BALL VALVE
1.00 PSI
BASKET FILTER
3.20 PSI
ELEVATION CHANGE (16')
6.06 PSI
TOTAL LOSS
29.7 PSI
VALVE PRESSURE REQ.
30.0 PSI
MINIMUM REQ. PRESSURE
59.7 PSI
STATIC PRESSURE
67.0 PSI
DESIGN PRESSURE (SAFETY 10%)
60.3 PSI
RESIDUAL PRESSURE
0.6 PSI
WIRE SLEEVE
CHART
SLEEVING SIZE
# OF WIRES
1/2"
4
3/4"
6
1"
10
1 1/4"
18
1 1/2"
25
2"
40
2 1/2"
56
3"
88
*SCH. 40 PVC CONDUIT
CITY OF FONTANA
DRAWN BY:
JH, SK, AN PROJECT NAME
DESIGNED BY: MARTIN TUDOR WATER PARK DATE: L� 5
JH 8/18/2011
NORTH CHECKED BY: Bn v f�PPROVE : DWG NO.
/'1/� ` ER ` z 3 �R. , �, 4923 37
• Sheet 5 of 11
PROJECT TRACKING DATE
1. PROGRESS SET 8-1-11
2. DAB SET 8-18-11
3. FIRST PLAN CHECK 10-3-11
4. SECOND PLAN CHECK 1 1-9-1 1
5. THIRD PLAN CHECK 12-5-11
6 FOURTH PLAN CHECK 1-12-12
7.
8.
DELTA REVISIONS DATE
1.
2.
3.
4.
5.
6.
7.
8.
DATE PREPARED: 1-11-12
DRAWING SCALE: 1 "=10'-0"
D RAW N BY: SK, SF
DESIGNED BY: JH
CHECKED BY: BAXTER
BMLA PROJECT NO: 1001 1210
XT
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 811
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
O' 10' 20' 30'
SHEET DESCRIPTION:
IRRIGATION PLAN