HomeMy WebLinkAbout3457-3MATCHLINE, SEE SHEET L-2
PARKWAY IRRIGATION
CONTRACTOR SHALL MAKE POINT OF CONNECTION AT
2" MAINLINE. INSTALL NEW P IRRIGATION WATER
METER AND 1 1/4" REDUCED PRESSURE BACKFLOW
PREVENTER PER DETAIL 'A' SHT. L-4
EXISTING STATIC WATER PRESSURE 10 PSI
SYSTEM DESIGN PRESSURE 30 PSI
PEAK IRRIGATION DEMAND 36 GPM
SCI-! 40
PVC SLEEVING
C;H ART
1 1/4" SLEEVE
1-4 WIRES
1/2" PIPE
1 1/2" SLEEVE
5-10 WIRES
3/4" PIPE
2" SLEEVE
11-20 WIRES
1" PIPE
2 1/2" SLEEVE
21-30 WIRES
1 1/4" PIPE
3" SLEEVE
31-40 WIRES
1 1/2" PIPE
4" SLEEVE
41-60 WIRES
2" PIPE
6" SLEEVE
61-99 WIRES 2
1/2"/3" PIPE
8" SLEEVE
100+ WIRES
4" PIPE
10" SLEEVE
N/A
6" PIPE
OCIT�
M AI O u PS
V-5. ubc4k v 8 OFV: CuA6- R<,o
CLASS 200 LATERAL SIZING
CHART
SYMB. PIPE
SIZE
GPM
3/4"
PIPE
1-10
1"
PIPE
11-16
1 1/4"
PIPE
11-26
1 1/2"
PIPE
21-35
2"
PIPE
36-55
2 1/2"
PIPE
56-80
3"
PIPE
81-120
" 4"
PIPE
121-200
"r 6"
PIPE
201-500
OWNER /DEVELOPER:
NEW WEST'
HOME
369 SAN MIGUEL DRIVE, SUITE 375-A
NEWPORT BEACH, CA 92660
(949) 640-6420 * FAX: (949) 640-6484
BENCHMARK:
IRRIGATION LEGEND
S
1"YMBOL ANUFACTURE"ODEL 0
NOZZLE
iZ4D.
PSI
SLOW (QPM)
DETAIL
NOTES
Q
H
F
VAN
SHRUB HI -POP SPRAY HEADS
4 e 0 0
TORO 51OZ-12P PRX-COM-5-Q/F/H
Q/H/F
5'
30
.09
.19
38
21o3
'H'I L-5
(6)
A S A
TORO 510Z-1210 PRX-COM-B-Q/F/H
Q/H/F
V
30
24
.50
1.0
3D QUICK COUPLING VALVE
'H'/ L-5
(6)
8 19 N e
TORO 510Z-1210 PRX-COM-10-Q/F/H
Q/H/F
10'
30
.40
.11
1.49
12/1.9/3.9
'H'/ L-5
(6)
® e ® ®
TORO 510Z-1210 PRX-COM-12-Q/F/H
Q/H/F
12'
1 30
.50
1.09
2.19
.9911.651322
(2,3)
NON -PRESSURE LATERAL LINE - 12" MIN. COVER
Q ® 0 00
TORO 510Z -12P PRX-COM-15-0/F/H
Q/H/F
15'
1 30
.85
1.65
3.6011-34/2.22/-3.02
12/14 GA
'H'/ L-5
I (6)
TURF H1 -POP SPRAY HEADS
tO t
TORO 510Z-610 PRX-COM-5-Q/F/H
Q/H/F
5'
1 30
I .09
.19
38
1 TII._r
/ L-5
(6)
BUBBLER
.0
TORO BUBBLER F5 -25 -PC
F
40
125
'H' / L-5
(6)
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
ELEV.= 1428.6090
MARK I BY I DATE
ENGINEER
LNNDSC4
/tiW �
n n
*ig Sue
7 -116.9
ene a a e
-9
e
APPR. DATE T� OF CP��-���
COUNTY
PRESSURE LOSS CALCULATIONS
(VALVE Al v 24 GPM)
LOSS THRU I" WATER METER
3.4
PSI
LOSS THRU 2" R/P DEVICE
12.00
PSI
LOSS THRU 553' OF 2" MAIN
2.16
PSI
LOSS THRU 2 GATE VALVES
2.00
PSI
LOSS THRU 2" VALVE
4.15
PSI
LOSS THRU LATERAL LINES
2.0
PSI
ELEVATION GAIN
'A'/L-5
PSI
MISC. LOSS THRU FITTINGS
21o3
PSI
TOTAL SYSTEM LOSSES
. 28.94
PSI
PRESSURE REQUIRED AT HEAD
30
PSI
REGULATED STATIC PRESSURE
10
PSI
3D QUICK COUPLING VALVE
3%"
RESIDUAL PRESSURE
11.06
PSI
EQUIPMENT L GEND
:TURE"ODEL 0
SIZE
DETAIL
NOTES
WATER METER - BY OTHERS
1"
PER CITY
-
BALL VALVE 2" d SMALLER
D00 BUTTERFLY VALVE 212" 4 LARGER
LINE SIZE
'C'/L-6
r REDUCED PRESSURE BACKFLOW PREVENTER,
2"
'A'/L-5
DRK 8000 MODEL N 132-8608,32 STATION FIELD SATELLITE
32 ST.
'D1,'E';F'/L-6
C2, 3, 4 )
:R IN MEYERS CABINET MODEL MEUGD-1
X50 -WD ELECTRIC CONTROL VALVE
PER PLAN
'C'/L-5
_
3D QUICK COUPLING VALVE
3%"
A 10" ROUND LOCKABLE PLASTIC VALVE BOX
2250 MASTER VALVE
LINE SIZE
'B'/L-5
(2,-3)
R EVFM-P200 FLOW SENSOR
LINE SIZE
'B'/L-5
(2,3)
�)T WIRES, COLOR TO DIFFER FROM SITE WIRING
04 PILOT
'G'/L-E7
-
S SHEET 0 DETAIL 0 CL315 PVC -18" MINIMUM COVER
2"
'A'/L-6
(2,3)
NON -PRESSURE LATERAL LINE - 12" MIN. COVER
PLAN SIZE
'A'/L-6
(2,3)
IRRIGATION PIPE / WIRE SLEEVE - 24" MIN. COVER
SEE CHART
'G'/L-5
:ONTROL WIRE, 12 GA COMMON, 14 GA PILOT - 16" MIN. COVER
12/14 GA
-
'ENTER IN GROUND COVER OR SHRUB AREA ONLY AND PARALLEL TO STREET.
SHOWN IN HARDSCAPE FOR CLARITY ONLY.
SO'S ARE TO BE SCH 40 PVC.
IT OF CONNECTION WITH ELECTRICAL CONTRACTOR.
I A 10" ROUND LOCKABLE PLASTIC BOX
JUST HEADS WHEN VERTICAL OBJECTS (TREES, FIRE HYDRANTS, STREET LIGHTS, ETC.) INTERRUPT
: THE SPRINKLER THE CONTRACTOR SHALL INSTALL A QUARTER OR HALF CIRCLE SPRINKLER HEAD
=AD COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.
VALVE BOX COVERS TO BE CA GREEN VALVE 80X68 OR EQUAL.
THIS SHEET
Oro]I
3612 MISS/ON /NN AVE
RIVERSIDE, CALIF. 92501
&ANDOGAae LIC. #1512
ARGE110416 PH. (909) 781-1930
nmmm A1° FAX (909) 686-8091
DATE:
SHUT" IMLAND AWINVf
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CITY OF FONTANA, CALIFORNIA
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PUBLIC WORKS DEPARTMENT
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DRAWN BY:PARKWAY LANDSCAPE PLAN SCALE:
JE FOR 1" = 30'-0"
DESIGNED BY: TRACT 16210 DATE:
JE AUG PAN AUG 21, 2003 Z
CHECKED BY APPRO ZOF DWG. N0. SHEET LL
3457 3 OF 8
CI Y ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 0
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CITY OF FONTANA, CALIFORNIA
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PUBLIC WORKS DEPARTMENT
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DRAWN BY:PARKWAY LANDSCAPE PLAN SCALE:
JE FOR 1" = 30'-0"
DESIGNED BY: TRACT 16210 DATE:
JE AUG PAN AUG 21, 2003 Z
CHECKED BY APPRO ZOF DWG. N0. SHEET LL
3457 3 OF 8
CI Y ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 0