HomeMy WebLinkAbout4923-40
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BID ALTERNAT
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LEGENDS AND NOTES:
TURF ROTORS - 6" POP -UPS
SYMBOL
MANUFACTURER/
MODEL
RAD
PSI
GPM
NOTES/
DETAIL
Q
H
F
Q
H
♦
o
e
e
o
♦
o
♦
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♦
s
♦
Q
HUNTER PGP ULTRA - 04 - CV - R
(.75SR/1.5SR/3.OSR)
25'
50
.75
1.5
3.0
2.
4.0
ALL PAVING AREAS. ALL SLEEVES ARE TO BE SCHEDULE 40 AND SIZED AT TWICE THE SIZE OF
3.
HUNTER PGP ULTRA - 04 - CV - R
(4.0/8.0 BLUE NOZZLE)'
PIPE TO BE SLEEVED.
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E
LEGENDS AND NOTES:
L A N D S C A P E
ARCHITECTURE
310 N. JOY STREET
CORONA, CA 92879
T: 951.73 7.1 124
F: 951.737.6551
00�
C�4 .c- E M/\P �.
CONSULTANT STAMP:
NOTES (TYPICAL):
TURF ROTORS - 6" POP -UPS
SYMBOL
MANUFACTURER/
MODEL
RAD
PSI
GPM
NOTES/
DETAIL
Q
H
F
Q
H
F
0
INSTALLATION NOTES
BASKET FILTER
HUNTER PGP -ULTRA - 04 - CV- R
(50SR/1.110SR/2.10SR)
18'
50
.5
1.0
2.0
30.0 PSI
2. INSTALL DRIPLINE AT A DEPTH OF 2". REFER TO IRRIGATION DETAILS FOR LAYOUT
1.5
Q
HUNTER PGP ULTRA - 04 - CV - R
(.75SR/1.5SR/3.OSR)
25'
50
.75
1.5
3.0
2.
4.0
ALL PAVING AREAS. ALL SLEEVES ARE TO BE SCHEDULE 40 AND SIZED AT TWICE THE SIZE OF
3.
HUNTER PGP ULTRA - 04 - CV - R
(4.0/8.0 BLUE NOZZLE)'
PIPE TO BE SLEEVED.
4.
4. DRIPLINE IS TO BE LAID OUT WITH ENOUGH 'PLAYTO ALLOW FOR EXPANSION AND
5.
MARTIN TUDOR
xx VALVE
NUMBER
EXISTING HEAD PROTECT IN
PLACE
5. ALL CUTS TO DRIPLINE, LATERAL LINES, AND MAIN LINE ARE TO BE AT 90 DEG TO PIPE AND
7.
AQUATIC CENTER
CLEANED PRIOR TO INSTALLATION.
8.
SYM.
MODEL
®
RAINBIRD 1" PESB VALVE WITH 1" QUICK CHECK BASKET FILTER AND 1" BALL VALVE.
VALVE TO HAVE PURPLE HANDLE AND VALVE BOX TO BE PURPLE
KEPT OUT OF ALL DRIPLINES, IRRIGATION LATERALS AND IRRIGATION MAIN LINES.
RAIN BIRD REMOTE CONTROL VALVE MODEL 100-EFB-CP-R-PRS-D-NP-HAN
1 "= 10'-0"
KING BROS. 'LO -TORQUE' BALL VALVE - LT-# TxT
®
EXISTING 48 STATION TORO CONTROLLER WITH 24 AVAILABLE STATIONS
❑W
EXISTING WATER METER (2")
NOT
SHOWN
AIR/VACUUM RELIEF VALVE - RAINBIRD AIR VALVE KIT
CHECKED BY:
QUICK COUPLING VALVE - RAIN BIRD 33DLRC
-------------
BMLA PROJECT NO:
SCH 40 PVC SLEEVE - SIZE PER PLAN
_
CLASS 200 PVC LATERIAL LINE - SIZE PER PLAN
VALVE CALL -OUT IRRIGATION INFORMATION STATIC PRESSURE
BASED ON THE
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.
L A N D S C A P E
ARCHITECTURE
310 N. JOY STREET
CORONA, CA 92879
T: 951.73 7.1 124
F: 951.737.6551
00�
C�4 .c- E M/\P �.
CONSULTANT STAMP:
NOTES (TYPICAL):
1.35 PSI
FITTINGS
1) MAINLINE, VALVES, IRRIGATION METERS, ETC., ARE SHOWN ON THE STREET AND/OR
MAINLINE (2")
1.21 PSI
SIDEWALK FOR CLARIFICATION ONLY. INSTALL IN SHRUB PLANTER AREAS THROUGHOUT THE
11.0 PSI
WATER METER 1
SITE. ALL SLEEVING TO BE LOCATED WITHIN 2' OF BACK OF SIDEWALK.
VALVE
2.6 PSI
DRIP IRRIGATION NOTES:
3.10 PSI
BALL VALVE
INSTALLATION NOTES
BASKET FILTER
3.20 PSI
1. PRIOR TO INSTALLATION DRIPLINE AREA IS TO BE RAKED SMOOTH AND ALL SHARP OBJECTS
6.06 PSI
TOTAL LOSS
AND DEBRIS THAT MAY PUNCTURE TUBING IS TO BE COLLECTED AND DISPOSED OF.
VALVE PRESSURE REQ.
30.0 PSI
2. INSTALL DRIPLINE AT A DEPTH OF 2". REFER TO IRRIGATION DETAILS FOR LAYOUT
59.7 PSI
STATIC PRESSURE
INFORMATION.
DESIGN PRESSURE (SAFETY 10%)
60.3 PSI
3. ALL DRIPLINE, IRRIGATION LATERALS, AND IRRIGATION MAINLINE ARE TO BE SLEEVED UNDER
0.6 PSI
2.
ALL PAVING AREAS. ALL SLEEVES ARE TO BE SCHEDULE 40 AND SIZED AT TWICE THE SIZE OF
3.
PROJECT:
PIPE TO BE SLEEVED.
4.
4. DRIPLINE IS TO BE LAID OUT WITH ENOUGH 'PLAYTO ALLOW FOR EXPANSION AND
5.
MARTIN TUDOR
CONTRACTION DUE TO CLIMATIC CONDITIONS.
6.
5. ALL CUTS TO DRIPLINE, LATERAL LINES, AND MAIN LINE ARE TO BE AT 90 DEG TO PIPE AND
7.
AQUATIC CENTER
CLEANED PRIOR TO INSTALLATION.
8.
6. ALL DEBRIS THAT MAY INTERFERE WITH PROPER FUNCTION OF THE EQUIPMENT IS TO BE
DATE PREPARED:
RENOVATION PROJECT
KEPT OUT OF ALL DRIPLINES, IRRIGATION LATERALS AND IRRIGATION MAIN LINES.
DRAWING SCALE:
1 "= 10'-0"
7. PRIOR TO OPERATION OF IRRIGATION SYSTEM OPEN ALL FLUSH VALVES AND RUN WATER TO
DRAWN BY:
SK, SF
PURGE SYSTEM OF ALL DEBRIS.
DESIGNED BY:
PREPARED FOR:
8. DO NOTE USE ANY SOLVENTS OR DETERGENTS THAT MAY COMPROMISE THE INTEGRITY OF
CHECKED BY:
BAXTER
DRIPLINES, IRRIGATION LATERALS, AND IRRIGATION MAINLINES.
BMLA PROJECT NO:
1001 1210
_
' CITY OF FONTANA
VALVE CALL -OUT IRRIGATION INFORMATION STATIC PRESSURE
BASED ON THE
16489 ORANGE WAY
# VALVE NUMBER
APPROX. STATIC PRESSURE: 67 PSI
INFORMATION
FONTANA, CA. 92335
# GALLONS PER MINUTE
# VALVE slzE
OBTAINED FROM
MAXIMUM DEMAND: 21.0 GPM
KEITH HUESTON OF
# AREA IN SQUARE FEET
THE FONTANA
# 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 (2")
1.21 PSI
BACKFLOW
11.0 PSI
WATER METER 1
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
Landscape Water Use Calculations
Martin Tudor Aquatic Center
1 Maximum Annual Water Allowance
(Etc)(ET Adjustment Factor) [(Conversion Factor*Total Landscape Area)+(Conversion Fagtor*SLA)j = MAWA
56.6 * 0.62 * [{ 0_7 * 22,418 ) + ( 0.3 * 5,446 gal/yr
2 Estimated Total Water Use
Hyd rozone # 1 (High)
(ETo*Conversion FactorXPlant Factor*Hvdrozone Area) = ETWU
Irrigation Efficiency
56.6 * 0.62 * 0.8 * 5,154 192,922
0.75 Ogal 1 yr
Hyd rozone # 2 (Medium)
(ETo*Conversion FactorXPlant Factor*Hydrazone Area) = ETWU
Irrigation Efficiency
56.6 * 0.62 * 0.5 * 9,267 191.293
0.85 gal / yr
Hydrozone # 3 (Low)
(ETo*Conversion FactorXPlant Factor*Hvdrozone Area) = ETWU
Irrigation Efficiency
56.6 * 0.62 * 0.3 * 2,551 31,595
0.85 gal / yr
Hydrozone # 4 (SLA)
(ETo*Conversion Factc•*Hydrozone Area) = ETWU
56.6 * 0.62 * 5,446 = 191,111
gal/yr
Total ETWU = 606,921 gal/ yr
MAWA - ETWU = 1,097 gal/yr
(this number must be positive)
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
11-9-11
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:
1-1 1-12
DRAWING SCALE:
1 "= 10'-0"
_
DRAWN BY:
SK, SF
_
DESIGNED BY:
JH
CHECKED BY:
BAXTER
BMLA PROJECT NO:
1001 1210
_
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SHEET DESCRIPTION:
IRRIGATION PLAN
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CITY OF FONT
. . . DRAWN BY:
SK, AN PROJECT NAME
JH
DESIGNED BY: MARTIN TUDOR t�► E PARS DATE:
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T CHECKED BY: Q� ,'��.✓,r APPRCVED: DWG NO. A
NOR■ H B' " ` - CITY ENGINEER 51152 R.C.E 4923 t 37
♦ Sheet 4 of 11