HomeMy WebLinkAbout4257-5■
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INVIEN
LU
PSI LOSS / GAIN
3/4"/T" -4, .....
570Z 12P PR SHRUB POP-UP, 90° 30
.50
f 3/4
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102-1211 LAVENDER RECYCLED WATER CAP
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TORO
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10 FT
10H
102-1211 LAVENDER RECYCLED WATER CAP
SCH 40 LATERAL LINE FRICTION LOSS
0
TORO
570Z 12P PR SHRUB POP-UP, 90° 30
.40
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19
102-1211 LAVENDER RECYCLED WATER CAP
STATIC PRESSURE
W
1 1/2
W,
.50
I
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102-1211 LAVENDER RECYCLED WATER CAP
k4" SLEEVE
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8Q
102-1211 LAVENDER RECYCLED WATER CAP
l
O
2" MAINLINE
570Z 12P PR SHRUB POP-UP, 180° 30
.19
5 FT
8H
l
p
570Z 12P PR SHRUB POP-UP, 90° 30
.09
5 FT
8Q
102-1211 LAVENDER RECYCLED WATER CAP
0
RAINBIRD
1804 -SAM -PRS BUBBLER WITH HUNTER NOZZLE 20
.5
-
102-1211 LAVENDER RECYCLED WATER CAP
®
SUPERIOR
MODEL 4000, COMPATIBLE WITH ALL GRADES OF RECLAIMED WATER
2" IRRIGATION WATER METER.
12"x18" LAVENDER RW LOCKABLE VALVE BOX
APPROX. PSI = 65
RAINBIRD
I
I APPROX. METER ELEVATION = 96.5
PROPOSED IRRIGATION SYSTEM
■
NIBCO
AND EQUIPMENT DESIGNED TO
I I
I ACCOMODATE FUTURE RECYCLED
FA]
TORO
WATER WHEN AVAILABLE.
INSTALLED IN STAINLESS STEEL CABNIT PER DETAIL
314
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-3" SLEEVE _ 1 1/2"
20 rA 11
EXISTING WATER
SLEEVES
BUBBLERS TO PALMS
F
21
FOOTHILL BOULEVARD
22
IRRIGATION LEGEND
SYMBOL MFG. MODEL NUMBER/ DESCRIPTION PSI GPM RADIUS NOZZLE REMARKS
TORO 570Z 12P PR SHRUB POP-UP, 180° 30 1.09 12 FT 12H 102-1211 LAVENDER RECYCLED WATER CAP
0
PSI LOSS / GAIN
TORO
570Z 12P PR SHRUB POP-UP, 90° 30
.50
12 FT
12Q
102-1211 LAVENDER RECYCLED WATER CAP
R.C.V. Size
v
TORO
5702 12P PR SHRUB POP-UP, 180° 30
.71
10 FT
10H
102-1211 LAVENDER RECYCLED WATER CAP
SCH 40 LATERAL LINE FRICTION LOSS
0
TORO
570Z 12P PR SHRUB POP-UP, 90° 30
.40
10 FT
10Q
102-1211 LAVENDER RECYCLED WATER CAP
STATIC PRESSURE
W
TORO
TORO
570Z 12P PR SHRUB POP-UP, 180° 30
570Z 12P PR SHRUB
.50
8 FT
8H
102-1211 LAVENDER RECYCLED WATER CAP
POP-UP, 900 30
.24
8 FT
8Q
102-1211 LAVENDER RECYCLED WATER CAP
l
O
TORO
TORO
570Z 12P PR SHRUB POP-UP, 180° 30
.19
5 FT
8H
102-1211 LAVENDER RECYCLED WATER CAP
p
570Z 12P PR SHRUB POP-UP, 90° 30
.09
5 FT
8Q
102-1211 LAVENDER RECYCLED WATER CAP
0
RAINBIRD
1804 -SAM -PRS BUBBLER WITH HUNTER NOZZLE 20
.5
-
102-1211 LAVENDER RECYCLED WATER CAP
®
SUPERIOR
MODEL 4000, COMPATIBLE WITH ALL GRADES OF RECLAIMED WATER
12"x18" LAVENDER RW LOCKABLE VALVE BOX
RAINBIRD
33DNP, 3/4" QUICK COUPLER
(NUMBERED)10" LAVENDER RW LOCKABLE VALVE BOX
NIBCO
SI -7 BRASS GATE VALVE
10" LAVENDER RW LOCKABLE VALVE BOX
FA]
TORO
SENTINEL CONTROLLER. FONTANA PART# ESB36-U2-MPEA161OK-OB1-VRA
INSTALLED IN STAINLESS STEEL CABNIT PER DETAIL
AVAIL
AT: AQUA FLO; CONTACT TOM RADEN (805)-895-8909
FBI
FEBCO
825Y - MATCH METER SIZE, WITH CITY APPROVED FLOW METER. DATA INDUSTRIAL
IR220 P -SIZE PER METER.
Fm_1
METER INSTALLED PER CITY STANDARDS
APPROVED
PVC CL. 315 MAINLINE; SIZE 2" AND LARGER
APPROVED
PVC SCH. 40 MAINLINE; SIZE 1 1/2" AND SMALLER
APPROVED
PVC CL. 200 LATERAL LINE; SEE PLAN FOR SIZE
APPROVED
PVC SCH.40 MAINLINE SLEEVE; 2 AT EACH LOCATION 2X THE DIA. OF PIPE TO BE
SLEEVED
VALVE / CONTROLLER SEQUENCE
T19
VALVE SIZE
GPM
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
FOOTHILL BLVD
LANDSCAPE MEDIAN
FROM ALMERIA AVE.
TO TOKAY AVE.
MAWU = 52.2 x.8 x 6,539 S.F. x.62 = 169,302 S.F.
EAWU
GENERAL IRRIGATION NOTES SHRUB AREA 6,539 S.F.
52.2 x .4 x 6,539 S.F. x .62 /.75 = 112,868 S.F
1. ALL MAINLINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. ALL SLEEVING SIZES SHALL BE AS INDICATED ON THE PLANS. ALL SLEEVES SHALL BE ATA DEPTH OF 18" MINIMUM
BELOW SUB GRADE.
2. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 AND SHALL BE INSTALLED PRIOR TO PAVING. THE PIPING SHALL BE A MINIMUM OF 12" BELOW SUB GRADE. PRESSURE CALCULATIONS
3. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND
REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF THE REJECTION.
4. THE 120 VAC ELECTRICAL POWER SOURCE AT THE CONTROLLER LOCATION SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. MAKE THE FINAL CONNECTION FROM THE SOURCE TO THE CONTROLLER ORAS
ALLOWED BY LOCAL CODES.
5. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED OR DIRECTED.
6. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, OR OTHER SIMILAR APPURTENANCES SHOWN IN PAVED AREAS IS FOR DESIGN AND GRAPHIC CLARIFICATION AND SHALL BE INSTALLED IN IRRIGATED PLANTING
AREAS. WHEREVER POSSIBLE INSTALL ALL VALVES AND BOXES IN SHRUB AREAS.
7. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES OF THE SITE. COORDINATE
WORK WITH OTHER TRADES AND CONTRACTORS FOR THE LOCATION AND INSTALLATION OF ALL IRRIGATION EQUIPMENT. REPAIR AND/OR REPLACE ALL ITEMS DAMAGED BY WORK PERFORMED.
8. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS THAT THE FIELD CONDITIONS VARY FROM THE DRAWINGS AND THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE
AREA DIMENSIONS EXIST THAT HAVE NOT BEEN INDICATED ON THE ENGINEERING. SUCH ITEMS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. ASSUME FULL RESPONSIBILITY FOR
ANY NECESSARY REVISIONS IN THE EVENT THAT THIS NOTIFICATION IS NOT HEEDED.
9. FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR THEIR OPTIMUM OPERATION.
10. THE IRRIGATION SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE OF 65 PSI AND A MAXIMUM FLOW DEMAND OF 32 GPM. VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY
DIFFERENCES BETWEEN THE WATER PRESSURE SHOWN ON THE PLANS AND THE PRESSURE READING IN THE FIELD TO THE OWNER'S AUTHORIZED REPRESENTATIVE.
11. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED HEREIN SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
12. REFER TO THE SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION.
13. IRRIGATION IS TO BE INSTALLED USING DOMESTIC WATER SERVICE, WITH FUTURE SERVICE TO BE CONVERTED TO RECLAIMED WATER SERVICE. ALL PIPING, VALVES, HEADS ETC. SHALL BE AS PER RECLAIMED WATER
SPECIFICATIONS SHEET L-10
CITY OF FONTANA
CALIFORNIA, 92335
VALVE Al: Worst Conditions Furthest valve
PSI LOSS / GAIN
Water Meter No. 1
2"
Water Meter Elevation
96.50
Static Pressure
65
R.C.V. Size
1-1/2"
R.C.V. Elevation
94.20
R.C.V. Demand (G.P.M.)/Design Pressure
30
Static Pressure
48.51
Appurtenance/Pipe PSI LOSS / GAIN
PSI LOSS / GAIN
2" WATER METER
-1.8
BACKFLOW PREVENTER
-10.0
1 GATE VALVE
-1.0
1-1/2" REMOTE CONTROL VALVE
-3.6
MAINLINE HEAD GAIN / LOSS
0.99
LATERAL LINE HEAD GAIN / LOSS
0
SCH 40 MAINLINE FRICTION
-3.10
SCH 40 LATERAL LINE FRICTION LOSS
0
TOTAL PSI GAIN / LOSS
18.51
DESIGN PRESSURE
30.00
PSI REQUIRED
48.51
STATIC PRESSURE
65
SEE SHEET L-10 FOR IRRIGATION DETAILS &
SHEET L-11 FOR RECLAIMED WATER NOTES
SPECIFICATIONS ARE IN 82" X 11" BOOKLET FORM
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,%� & ��� IRRIGATION PLAN
��o� �. mea oy y
DRAWN BY:rn FOOTHILL BOULEVARD
Ce 0DESIGNED
FROM AL RIA AVENUE
�r. DESIGNED BY: T T Y AVENUE
R.J.M �
0 Date `�
�OQ� CHECKED BY: _t,"ROYR/ / h_ DATE:
OF CAL 7-07
REV REVISION DESCRIPTION DATE CITY DATE
NGINEER 051152
Call Toll Free
1-800-227-2600
2 Working Days Before You Dig
Serving These Nine
Southern California Counties
Santa Barbara • Inyo • Ventura
Los Angeles • Riverside a Imperial
Orange • San Diego 9 San Bernardino
Underground Service Alert
of Southern California
SCALE:
0
Scale 1"=10
M
DATE:
02-16-07
m
t
DRAWING NO.:
5
4257
16
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