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MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF 1-1/2"
IRRIGATION WATER METER PROVIDED UNDER CIVIL WORK REFER
TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION
AND INSTALL AS FOLLOWS:
1) A 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTER, FESCO 825"
WITH A 100 MESH STRAINER
3) 1-1/2" FLOW METER, DATA INDUSTRIES FLOW SENSOR
4) EXTEND MAIN LINE TO VALVES AS SHOU N.
7 1"
r'
1
4
1
1
9
A-5
A-4
JURUPA
A-2
15 11"
AVENUE
A-1
33 11-1/2'
IMO
I
1 I 1
1-1/4"
3/4 74'
3/4"
3/4"
3/4"
3/4' 1
3/4"
3/4"
/4"
3/
3/4"
WINO
3/4"
1"
3/4"
MIMI =MI
IMMINII NOM
3/4"
OEM
1.1 ammo
3
i
do
5
6
3/4"!
3/4"
PLAN 240.
3099 DR
J
1
-----q
17
1 I 1 1
I I 1 rn
1 1 1 'I
nh I
PLAN 240.
2492 D
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• I I I
• I I I
I n I I
PLAN 240.
3099 A
PAD=953.5
PLAN 240.
2959 AR
PAD=952.3
PLAN 240.
2492 AR
PLAN 240.
2492 BR
PAD=953.2
PAD=950.8
PAD=952.8
1
1
I-H-Rovv
WIRE SLEEVE
PII
9 7 1"
1
1
3/4"
3/4" 3/4"
EQUIPMENT LEGEND
SYMBOL
MANUFACTURER/MODEL #
SIZE
DETAIL
NOTES
M
IRRIGATION WATER METER BY OTHERS
N/A
N/A
RP
FEBCO 825Y - REDUCED PRESSURE BACKFLOW PREVENTER
INSTALL IN LEMEUR ENCLOSURE
1-1/2"
A / 04
FM
FLOW SENSOR - DATA INDUSTRIAL
LINE SIZE
H / 04
NIBCO T-113 GATE VALVE
LINE SIZE
D1 04
g5
SUPERIOR 950DW BRASS REMOTE CONTROL VALVE
SEE PLAN
B / 04
GO
QUICK COUPLER VALVE RAINBIRD 33DLRC
1"
F/ 04
ATORO
SENTINEL CONTROLLER ESB12-U2-MPEA1610K-0B1-VRA
12 STA.
E/ 04
SCH 40 PVC IRRIGATION PIPE / SEPARATE SCH. 40 WIRE SLEEVE
2X LINE SIZE
F/ 03
- - - -
SCH 40 PVC IRRIGATION PIPE / SEPARATE SCH. 40 WIRE SLEEVE
2X LINE SIZE
F / 03
NOT SHOWN
UF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT
1
SCH 40 PVC IRRIGATION MAINLINE
1/2" AND BELOW CLASS 315 2" ABOVE
PER PLAN
A / 03
CLASS 200 PVC IRRIGATION LATERAL LINE
PER PLAN
I/ L4.0
SPRINKLER LEGEND
SYMBOL
MANUFACTURER/MODEL #
NOZZLE
RAD.
PSI
FLOW (GPM)
DETAIL
Q
H
F
HUNTER I-10-ADJ-.50 SR
12" POP-UP W/ BUILT IN CHECK VALVE
12" POP-UP W/ BUILT IN CHECK VALVE
12" POP-UP W/ BUILT IN CHECK VALVE
12" POP-UP W/ BUILT IN CHECK VALVE
.
6 o
HUNTER INSTITUTIONAL SPRAY
INST-12-CV-15 SERIES
Q/H
15'
30
.93
1.86
4 ch
HUNTER INSTITUTIONAL SPRAY
BENCHMARK
SAN BERNARDINO COUNTY
B.M. UF 627, NAVD 88
ELEVATION: 1011.70 FEET
TWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION
DATE
ENGR. CITY
DATE
CFD LANDSCAPE PLAN CORRECTIONS
4/11 1449 FO 5/22 OWNER
REVISED PER NEW MONUMENT WALL
REVISED PER CITY COMMENTS
4/19/07
6/5/07
KB Homes of Greater Los Angeles
801 Corporate Center Drive
Pomona, CA 91768
(909)618-1453
APPLICANT/DEVELOPER
KB Homes of Grecter Los Angeles
801 Corporate Center Drive
Pomona, CA 91768
(909)618-1453
NOTES
SCH 40 PVC SLEEVING CHART
1 1/4" SLEEVE
1 1/2" SLEEVE
2" SLEEVE
2 1/2" SLEEVE
3" SLEEVE
4" SLEEVE
6" SLEEVE
8" SLEEVE
10" SLEEVE
1-4 WIRES
5-10 WIRES
11-20 WIRES
21-30 WIRES
31-40 WIRES
41-60 WIRES
61-99 WIRES
100+ WIRES
N/A
1/2" PIPE
3/4" PIPE
1" PIPE
1 1/4" PIPE
1 1/2" PIPE
2" PIPE
4" PIPE
6" PIPE
IRRIGATION KEY NOTES:
COPPER WATER SERVICE TO RPBP - 2" SIZE
M REDUCED PRESSURE BACKFLOW PREVENTER IN STRONG BOX
SMOOTH TOUCH STAINLESS STEEL ENCL. - SBBC3OS
INSTALL IN SHRUB PLANTING AREA - SCREEN WITH SHRUB MATERIAL
M 1-1/2" WATER METER - REFER TO CIVIL ENGINEERS' PLANS
CONTRACTOR TO VERIFY LOCATION IN FIELD PRIOR TO CONSTRUCTION
STATIC WATER PRESSURE: 120 PSI
DESIGN PRESSURE: 30 PSI
MAXIMUM DEMAND: 27 GPM
STATION/CONTROLLER KEY
STATION *II
CONTROLLER
M PEDESTAL MOUNT CONTROLLER -
OWNER TO PROVIDE 110V, 60 CYC POWER SOURCE(REFER TO ELEC. ENG. PLANS)
REFER TO DETAIL 'E', L4.0
M RAIN SENSOR - HUNTER RAIN CLIK
MOUNT TO SIDE OF PEDESTAL
ELECTRIC METER/PEDESTAL
PRESSURE REDUCING VALVE NOTE:
IF STATIC PRESSURE EXCEEDS 120 P.S.I. AT SITE
AT THE TIME TIME OF INSTALLATION, CONTRACTOR
TO INSTALL A PRESSURE REDUCING VALVE.
MODEL NO. 500YSBR BY WILKINS
SIZE: 2" OR EQUAL TO LINE SIZE
AS SHOWN ON DETAIL 'A' SHEET 04
PRESSURE CALCULATIONS
VALVE A-1 37 GPM 1-1/2" VALVE
PSI
STATIC PRESSURE AT SITE 120
CONTRACTOR TO FIELD VERIFY
LOSS THROUGH 1-1/2" METER
LOSS THROUGH 2" SERVICE LINE @ 38.0 GPM
LOSS THROUGH 1-1/2" BACKFLOW
3.00
0.17
11.0
LOSS THROUGH 390 L.F. OF 2-1/2" 1.95
CLASS 315 MAIN LINE @ 37 GPM
LOSS THROUGH 1-1/2" RCV/QCV/BV 2.80
LATERAL LINE LOSSES 2.29
LOSS THROUGH FITTINGS 10%
OF TOTAL SYSTEM LOSSES(29.40 PSI) 0.29
TOTAL LOSSES 21.44
STATIC PRESSURE
DESIGNED OPERATING PRESSURE
TOTAL LOSSES
60
30
21.49
RESIDUAL PRESSURE
8.51
SEAL -LANDSCAPE ARCHITECT
II a
A DSC* P
_ -.RGHLTE RJR .
18830 PIERCE STREET, UNIT 200
RIVERSIDE, CA 92505
951-582-4058 FX951-582-4056
CALIF. REGISTRATION 1230
CITY OF FONTANA, CALIFORNIA
IRRIGATION PLAN
PREPARED BY: PETER R. DI LALLO R.LA. NO. 1230
EXP. DATE: 04-31-06
DATE:
DRAWN BY:
DESIGNED BY:
DM
CHECKED BY:
TRACT 17021
K".?LANDSrE MAINTENANCE
DISTRIC ANpSCAPE PLANS
-Z3 '6Z
AP P VED BY:
CITY ENGINEER
SCALE:
1"=20'
DATE:
06-05-2007
DRAWING NO.:
42370