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SYMBOL
MANUFACTURER
MODEL #
DESCRIPTION
GALLONS PER MINUTE
RAD.
PSI
DETAIL, REF.
40 P.V.C. FOR MAIN
LINE SMALLER THAN 2"
- SIZES NOTED
SCHEDULE 40
P.V.C. LATERAL LINE
- SIZES NOTED
1/2"
SCHEDULE 40
P.V.C. PIPE SLEEVE
- 2X DIA. SIZE LARGER
OF ENCLOSED PIPES)
SCHEDULE 40
VAN
F
TQ
TT
H
T
Q
CAP THE MAINLINE
SYSTEM
Prepared Under The Supervision Of
P p
Date
®a
DESIGNED BY:
G.O.
DATE:
3/30/09
b RAINBIRD 1806 -SAM -PRS -15 6" POP-UP- LAWN SPRAY W/ CHECK VALVE 0.80 3.70 - - 1.85 1.23 0.92 15' 30 STD. PLAN NO. 523 FOR LAWN
1812 -SAM -PRS -15 12" POP-UP SHRUB SPRAY W/ CHECK VALVE 0.80 3.70 - - 1.85 1.23 0.92 15' STD. PLAN NO. 524 - DETAIL #7 SHEET 18
+ V V RAINBIRD 1806 -SAM -PRS -12 6" POP-UP- LAWN SPRAY W/ CHECK VALVE - 2.60 - - 1.30 0.87 - 12' 30
1812 -SAM -PRS -12 12" POP-UP SHRUB SPRAY W/ CHECK VALVE - 2.60 - - 1.30 0.87 - 12'
RAINBIRD 1806 -SAM -PRS -10 6" POP-UP- LAWN SPRAY W/ CHECK VALVE - 1.58 - - 0.79 0.52 0.39 10' 30
1812 -SAM -PRS -10 12" POP-UP SHRUB SPRAY W/ CHECK VALVE - 1.58 - - 0.79 0.52 0.39 10'
RAINBIRD 1806 -SAM -PRS -5 6' POP-UP- LAWN SPRAY W/ CHECK VALVE - - - - 0.20 - 0.10 5' 30
1812 -SAM -PRS -5 12" POP-UP SHRUB SPRAY W/ CHECK VALVE - - - - 0.20 - 0.10 5'
ID RAINBIRD 1806-SAM-PRS-15SST 6" POP-UP- LAWN SPRAY W/ CHECK VALVE - - - - 1.21 - - 415 30
1812 -SAM -PRS- 1 5SST 12" POP-UP SHRUB SPRAY W/ CHECK VALVE - - - - 1.21 - - 415
® RAINBIRD 1806-SAM-PRS-15EST 6" POP-UP- LAWN SPRAY W/ CHECK VALVE - - - - - - 0.61 4x15 30
1812-SAM-PRS-15EST 12" POP-UP SHRUB SPRAY W/ CHECK VALVE - - - - - - 0.61 415
RAINBIRD 1402 FULL CIRCLE TRICKLE PATTERN BUBBLER 0.50 1' TO 3' 30 DETAIL #2, SHEET 18
(FROM TREE TRUNK, 2 BOBBER HEADS PER TREE)
® RAINBIRD 1401 FULL CIRCLE TRICKLE PATTERN BUBBLER 0.25 1' TO 3' 30 DETAIL #2, SHEET 18
(1 BUBBER HEADS PER VINE)
HUNTER 1 -20 -ADS -3.0 ADJUSTABLE POP-UP ROTOR 2.40 28' 40 DETAIL 3, SHEET 18
W/ CHECK VALVE
A HUNTER 1-20-36S-3.0 FULL POP-UP ROTOR 2.40
28' 40
W/ CHECK VALVE
B HUNTER 1 -20 -ADS -6.0 ADJUSTABLE POP-UP ROTOR 4.90 37' 40
W/ CHECK VALVE
B HUNTER 1-20-36S-6.0 FULL POP-UP ROTOR 4.90 37' 40
W/ CHECK VALVE
000 TORO SENTINEL AUTOMATIC CONTROLLER 24 STATION EACH, TORO SENTINEL CONTROLLER INSTALL IN PEDESTAL STAINLESS SEE CIVIL DETAIL SHEET C-805
ESB24-U2-MPEA161 OK- STEEL METER ENCLOSURE MODEL NO, MPEA161-OB1-VRA. BACKBOARD, LEVEL 1 SURGE PROTECTION AND
000 OBI-VRA1-VRA VRA ANTENNA. 120 VOLT POWER SUPPLY
H NIBCO T-113 LINE -SIZED GATE VALVE
STD. PLAN N0. 519 -DETAIL #1 SHEET 19
le RAINBIRD GB SERIES BRASS ELECTRIC REMOTE CONTROL VALVE -SIZES NOTED. STD. PLAN N0. 511 - DETAIL #4 SHEET 18
ALL VALVE BOX COVER IS BOLTED BOWN
RAINBIRD 33DLRC
GPM
3/4" QUICK COUPLING VALVE, WITH RUBBER -LIKE VINYL COVER LOCK.
P.V.C. CLASS
315 SOLVENT WELD
TYPE FOR 2" OR LARGER
MAIN LINE
& SCHEDULE
40 P.V.C. FOR MAIN
LINE SMALLER THAN 2"
- SIZES NOTED
SCHEDULE 40
P.V.C. LATERAL LINE
- SIZES NOTED
1/2"
SCHEDULE 40
P.V.C. PIPE SLEEVE
- 2X DIA. SIZE LARGER
OF ENCLOSED PIPES)
SCHEDULE 40
P.C.V. WIRE SLEEVE
- 2X DIA. OF WIRES TO
BE SLEEVED
(3/4' DIA. MIN. SIZED
SLEEVE)
CAP THE MAINLINE
SYSTEM
Prepared Under The Supervision Of
P p
Date
CONTROL VALVE INFORMATION
STATION NUMBER
GALLONS PER MINUTE
VALVE SIZE
WATER STATIC PRESSURE AVAILABLE FOR IRRIGATION = 65-70 P.S.I. PER OF CITY OF FOUNTANA
IRRIGATION POINT OF CONNECTION (P.O.C.) SEE IRRIGATION PLAN PER LOCATION.
PIPE SIZING CHART
(LATERAL LINE ONLY)
GPM
PIPE SIZE
0 -
10
j4"
10
- 16
1"
16-26
1)/'
26
- 36
1/2"
36
- 50
2"
STD. PLAN NO. 521 - DETAIL #5 SHEET 18
STD. PLAN. NO. 515, 516, 518, & 520 SEE DETAILS, SHEET 19
STD. PLAN. NO. 515, 516, & 518- DETAIL #5, #3,#2 SHEET 18
STD. PLAN. NO. 515, 516, 518 & 520- DETAIL #5, #3,#2, #4 SHEET 18
STD. PLAN NO. 516 - DETAIL #2 SHEET 19
1) DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS THAT
OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOW DURING DESIGN.
SUCH CONDITIONS SHALL BE BROUGHT UP TO THE ATTENTION OF THE ENGINEER BEFORE
WORK IS INSTALLED; OTHERWISE THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FC
ANY REQUIRED REVISIONS.
2) ALL WIRES FROM THE CONTROLLER TO THE AUTOMATIC VALVES TO BE COPPER, DIRECT
BURIAL, MINIMUM #14 GAUGE. INSTALL IN THE SAME TRENCH AS THE MAIN LINE WHERE
POSSIBLE. MINIMUM COVERAGE OVER WIRE TO BE 18". COMMON WIRE TO BE WHITE IN
COLOR. CONTROL WIRES TO BE A DIFFERENT COLOR FOR EACH CONTROLLER USED.
BUNDLE AND TAKE WIRES AT A MINIMUM OF 20 FEET ON CENTER.
3) FINAL LOCATIONS FOR BACKFLOW PREVENTERS AND CONTROLLERS TO BE DETERMINED
ENGINEER IN THE FIELD BEFORE INSTALLATION. INSTALL ALL EQUIPMENT PER CITY OF
FONTANA LIST OF DETAILS REFERENCED TO FONTANAN STANDARD PLANS.
4) PROVIDE A MINIMUM COVERAGE OF 18" FOR PRESSURE LINES AND 12" FOR
NON -PRESSURE LATERALS. PROVIDE SCHEDULE 40 SLEEVE AND 24' COVER FOR ALL LIN
UNDER PAVING. PIPE SHALL NOT HAVE ANY JOINTS WITHIN SLEEVE.
5) ALL HEADS ADJACENT TO PARKING LOTS OR ALONG ROADS OR WALKS SHALL BE
INSTALLED IN HIGH POP-UP BODIES.
6) POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS SH/
BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1" ABOVE FINISHED GRADE.
7) THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE ANI
THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF
CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO
CONSTRUCTION.
8) THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS
FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE
POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND
ARCHITECTURAL FEATURES.
9) THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR
OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR
BUILDINGS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTI
SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE
OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM.
10) IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF
WITH LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH
THE GENERAL CONTRACTOR AND OTHER SUB -CONTRACTORS FOR THE LOCATION AND THE
INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING STRUCTURES,
ETC. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS.
11) THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF
CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER PAVED AREAS. WHEN VERTICAL
OBSTRUCTIONS (FIRE HYDRANTS, TREES, LIGHTS, ETC.) INTERFERE WITH THE SPRAY PATTEF
OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION
CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER
CIRCLE, HALF CIRCLE OR ADJUSTABLE CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE
OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE
PERFORMED AT NO ADDITIONAL COST TO THE OWNER.
CSCS qREV .
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A
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E A ITE T Signature
12 31 2010 DIAL /i/T TWO 7BEFRE
Renewal Date / / BEFORE DAYSDIG YO
1 1100 �. 1 1� `�.. qT� 0��
OF CA\\F !" TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER Y REQUIRE REVISIONS TO THE PLANS TO BRING THEM
INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
�� C
1131 W. SIXTH STREET, SUITE 350, ONTARIO, CA, 91762
PHONE: (909) 933-5225 FAX: (909) 933-5228
' �11� 1'i /► p 9 p �' a A�' /\
PACIFIC ELECTRIC INLAND EMPIRE TRAIL IMPROVEMENT
DRAWN BY:
JX
SEGMENT 3A
(�
I IG T LEGEND
S
SCALE:
Prepared Under The Supervision Of
P p
Date
DESIGNED BY:
G.O.
DATE:
3/30/09
CHECKED BY:
L C
APP VED
DRAWING NO.:
4876
'2
$
ARIEF NAFTALI
TY ENGINEER R.C.E. 51 DATE: