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SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM
PSI
III
TORO 570 Z-PRX-12P-COM-50 QUARTER SPRAY HEAD 5' .10
30
❑
TORO 570 Z-PRX-12P-COM-5H HALF SPRAY HEAD 5' .20
30
111111
TORO 570 Z-PRX-12P-COM-8Q QUARTER SPRAY HEAD Be .25
30
0
TORO 570 Z-PRX-12P-COM-8H HALF SPRAY HEAD 8' .50
30
Q
TORO 570 Z-PRX-12P-COM-8F FULL SPRAY HEAD 8' 1.0
30
do
TORO 570 Z-PRX-12P-COM-12Q QUARTER SPRAY HEAD 12' .50
30
®
TORO 570 Z-PRX-12P-COM-12H HALF SPRAY HEAD 12' 1.09
30
0
TORO 570 Z-PRX-12P-COM-12F FULL SPRAY HEAD 12' 2.19
30
E RIGATION HEAD PRESSURE
TORO 570 Z-PRX-1 2P -COM -1 50 QUARTER SPRAY HEAD 15' .85
30
0
TORO 570 Z-PRX-12P-COM-15H HALF SPRAY HEAD 15' 1.65
30
@
TORO 570 Z-PRX-12P-COM-15F FULL SPRAY HEAD 15' 3.60
30
0
TORO 570Z-PRX-12P-COM-2SST STRIP SPRAY HEAD 2X6' .09
30
®
TORO 570Z-PRX-12P-COM- 4EST END SPRAY HEAD 4X15' .45
30
0
TORO 570Z-PRX-12P-COM-4SST STRIP SPRAY HEAD 4X30' .90
30
'�►
TORO 570 Z-PRX-6P-COM-BQ QUARTER SPRAY HEAD Be .25
30
®
TORO 570 Z-PRX-6P-COM-8H HALF SPRAY HEAD Be .50
30
®
TORO 570 Z-PRX-6P-COM-8F FULL SPRAY HEAD 8' 1.0
30
TORO 570 Z-PRX-6P-COM-12Q QUARTER SPRAY HEAD 12' .50
30
®
TORO 570 Z-PRX-6P-COM-12H HALF SPRAY HEAD 12' 1.09
30
0
TORO 570 Z-PRX-6P-COM-12F FULL SPRAY HEAD 12' 2.19
30
47
TORO 570 Z-PRX-6P-COM-15Q QUARTER SPRAY HEAD 15' .85
30
V
TORO 570 Z-PRX-6P-COM-15H HALF SPRAY HEAD 15' 1.65
30
@
TORO 570 Z-PRX-6P-COM-15F FULL SPRAY HEAD 15' 3.6
30
®
TORO 570 Z-PRX-6P-SB-2-180-PC2 STREAM BUBBLER 2X6' .09
30
570 Z-PRX-6P-SB-90-PC2
(CONTRACTOR TO DECIDE IN FIELD WHICH BUBBLER TO INSTALL)
CONTRACTOR MUST USE TORO 570 ADJUSTABLE ARC NOZZLES OR 570 V-15
NOZZLES TO AVOID OVERSPRAY AND INSURE FULL COVERAGE.
THE CONTRACTOR MAY USE STANDARD RISERS IN SHRUB AREAS THAT ARE
ADJACENT TO WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL NOT
OCCUR.
THE CONTRACTOR IS REQUIRED TO USE 570Z -COM (CHECK-O-MATIC)
POP-UP BODY'S ON ANY HEADS ON A SYSTEM WITH 3' OR GREATER THAN
ELEVATION CHANGE- OR AS NEEDED IN FIELD.
THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10' NOZZLES AS REQUIRED IN
THE FIELD. ANY HEADS THAT NEED A REDUCTION OF MORE THAN 50% OF THE
LISTED SPRAY PATTERN WELL REQUIRE TORO PCD SCREENS.
2" DOMESTIC WATER METER - REFER TO CIVIL PLANS.
FEBCO 825Y 2" REDUCED PRESSURE BACKFLOW PREVENTER IN LEMUR VANDAL -
RESISTANT STEEL MESH ENCLOSURE - SEE DETAILS
H
NIBCO T-1 13 GATE VALVE (3" OR SMALLER) - LINE SIZE
Locate in a 10" round lockable plastic valve box.
SUPERIOR 590DW SERIES REMOTE CONTROL VALVE (SIZE INDICATED)
Locate in a 12" x18"rectangular lockable plastic valve box per valve.
All valves and plastic valve boxes to be numbered.
QM
GRISWOLD 2230 MASTER VALVE / PRESSURE REGULATOR 21/2". (NORMALLY CLOSED)
0
11/2" DATA INDUSTRIAL MODEL 228 PV "IR" FLOW SENSOR
O
RAINBIRD QUICK COUPLER 33D - Locate in a 10" round lockable plastic valve box
@ 150' o.c. maximum. Support with a sch 40 pvc pipe stake and two house clamps
each.
AUTOMATIC CONTROLLER LOCATION (SEE CONTROLLER ENCLOSURE DETAIL).
Provide controller charts per City requirements.
Contractor to also install a Rainguard moisture sensor @ the controller. Locate
in a vandal resistant area free from overhead obstruction and outside of the
irrigation spray pattern.
PVC SCH. 40 MAINLINE- 1-1/2" AND SMALLER. PVC CLASS 315,2- AND LARGER.
24" COVER UNDER PAVING, 18" COVER IN PLANTING AREAS, SIZES AS INDICATED.
PVC CLASS 200 LATERAL LINE -12" COVER IN PLANTING AREAS.
PVC SCHED. 40- 24" COVER UNDER PAVING
PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIAMETER OF PIPE
Pipe, controller wires and communication cable to be 24" deep under paving and
18" below walls.
- - - SCH. 40 WIRE SLEEVE - Locate in a seperate trench per UBC and City Specifications.
INDICATES VALVE NUMBER
d- INDICATES CONTROLLER
-- INDICATES VALVE GPM
INDICATES VALVE SIZE
IRRIGATION DESIGN CRITERIA
'A'
Name of Water Supplier: Fontana
Water District 11/21/02
Pressure Given By : MIKE MC GAW (909) 822-2201 - (JOSE)
Pressure Given By : STEVE GAO
(626) 448-6183
Static Pressure :
VALVE ELEV.
118.9 PSI CITRUS AVE. @ SIERRA
LAKES PARKWAY (40.OELEV.)
109.9 PSI SIERRA LAKES AVE. @
SIERRA LAKES PARKWAY (63.OELEV.)
MIN. WATER PRESSURE MUST BE +85 PSI AT START OF JOB
Contractor shall verify the static
water pressure with supplier
prior to installation. If different
from PSI noted above, Contractor
to notify Owner for instructions.
Failure to do so will result
in contractor being responsible for changes that might occur.
IRRIGATION CALCULATION ('A')
TYPE OF WATER: POTABLE
NAME OF SUPPLIER: Fontana Water District
PRESSURE GIVEN BY: MIKE MC GAW (909) 822-2201 - (JOSE)
CONTROLLER:
'A'
VALVE NO.
6
GPM's
35
METER ELEV.
59'
VALVE ELEV.
61
SIZE ITEM
CALC'D @ 80 GPM MAX.
2" WATER METER
1.0
2" BACKFLOW DEVICE
13.0
2 1/2" GATE VALVE
1.4
2 1/2" CL 315 MAINLINE 610'
2.37
1 1/2" REMOTE CONTROL VALVE
2,7
SCH 40 PVC LATERAL LINES
5.1
PERCENT (501
25.57
E RIGATION HEAD PRESSURE
30
TOTAL SYSTEM LOSS
55.6
ELEVATION LOSS
(2'@-.86)
10% RESIDUAL PSI
5.6
REQUIRED PRESSURE
62.0
AVAILABLE PRESSURE
105.9
RESIDUAL PRESSURE
+43.9
IIi�aL. W+wrtr��l:€rr"w�d ak La .. ,
I CATION NOTES
MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED
QTY.
THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE
DIAGRAMMATIC PLAN
AND A MAXIMUM DEMAND AT THE POINT OF CONNECTION, AS NOTED ON THE PLAN.
THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED
BEFORE INSTALLING THE SYSTEM, CHECK POINT OF CONNECTION AND IMMEDIATELY
AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL EE INSTALLED IN
NOTIFY CONTRACTING OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED
PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE.
GALLONS PER MINUTE IS NOT AVAILABLE.
2'351 SPRINKLER ADJUSTMENT REQUIRED
.8
THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS
WATER LINE UNDER PAVING
FOR OPTIMUM PERFORMANCE AND PREVENT OVERSPRAY ONTO WALKS AND
1.4
ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST
ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24" DEEP. ALL LATERAL LINES
DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS. CONTRACTOR TO USE
PROVIDE 20 AMP
PRESSURE COMPENSATING SCREENS WHEN RADIUS IS REDUCED MORE THAN FIFTY
2 POLE BREAKER
FOR NEW PUMPS
PERCENT (501
WHERE APPLICABLE
9.9
50 A
IRRIGATION HEAD PRESSURE
2P
FIELD CONDITIONS
12240
3W
ELEVATION LOSS
12 CIR
1,926 DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE
PANEL
DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR
---1
GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE
L ^ _ J
CONTRACTING OFFICER. IN THE EVENT THAT THIS NOTIFICATION IS
FINISHED GRADE r
NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY
::" : ''� °'- • 4 m
a
REVISIONS REQUIRED.
AVAILABLE PRESSURE
109.4
4'
+31.8
GROUND FOR ELECTRICAL
SWING JOINTS
III 3/4"C, lies
NOTE:
ALL POWER WIRES, GROUND WIRES ETC. SHALL. BE
SEPARATELY SLEEVED AND SWEPT THROUGH
ENCLOSED PAD WITH SCH 40 RIGID CONDUIT
IRRK;.
CONT.
SIZE OF EQUIPMENT = "'W X 18"D X 54' HIGH
AND
SIZE OF CONC. SLAB 52'W X 24"D X 8' THICK
w/#4 REBARS AT 12- O.C. TYP
8" DIA. X 12' D.
BOTTOMLESS GROUND WELL
WITH PARKWAY COVER,
FILL WITH PEA GRAVEL
"
5/8 -DIA X 1D' DRIVEN GROUND I
ROD PER ARTICLE 250-81
'00000i:.. •y. OF 1990 NEC
GENERAL NOTES:
INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING JOINTS, USING STREET ELLS, PROVIDE 100A METER AND 50A/2P MAIN C/B WHERE INDICATED
AS PER DETAIL. PUMPCONCRETE ON DRAWINGS
3 SYSTEM COVERAGE
3
THE IRRIGATION CONTRACTOR IS TO ADJUST HEAD LOCATIONS IN THE FIELD IN
66 ORDER TO GUARANTEE 100% COVERAGE. CONTRACTOR TO CONTACT THE
CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S) RESULTING IN
ADDITIONAL COST TO THE OWNER
4
_LN. FT. @ 2"
,_LN. FT. @ 21/2"
_LN. FT. @ 3/4"
_LN. FT. @ 1"
_LN. FT. @ 11/4"
_LN. FT. @ 11/2"
_LN. FT.
IN FIELD
IRRIGATION CALCULATION ('B')
TYPE OF WATER: POTABLE
NAME OF SUPPLIER: Fontana Water District
PRESSURE GIVEN BY: MIKE MC GAW (909) 822-2201 - (JOSE)
CONTROLLER:
MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED
VALVE NO.
THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE
GPM's
AND A MAXIMUM DEMAND AT THE POINT OF CONNECTION, AS NOTED ON THE PLAN.
METER ELEV.
BEFORE INSTALLING THE SYSTEM, CHECK POINT OF CONNECTION AND IMMEDIATELY
3 @ 2"
NOTIFY CONTRACTING OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED
SIZE ITEM
GALLONS PER MINUTE IS NOT AVAILABLE.
3@2'
.8
9 @ 2"
WATER LINE UNDER PAVING
15 @ 21/2"
1.4
2" CL 315 MAINLINE 1320' (LOOP)
ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24" DEEP. ALL LATERAL LINES
101 @ 11/2"
UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 24" DEEP.
3 SYSTEM COVERAGE
3
THE IRRIGATION CONTRACTOR IS TO ADJUST HEAD LOCATIONS IN THE FIELD IN
66 ORDER TO GUARANTEE 100% COVERAGE. CONTRACTOR TO CONTACT THE
CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S) RESULTING IN
ADDITIONAL COST TO THE OWNER
4
_LN. FT. @ 2"
,_LN. FT. @ 21/2"
_LN. FT. @ 3/4"
_LN. FT. @ 1"
_LN. FT. @ 11/4"
_LN. FT. @ 11/2"
_LN. FT.
IN FIELD
IRRIGATION CALCULATION ('B')
TYPE OF WATER: POTABLE
NAME OF SUPPLIER: Fontana Water District
PRESSURE GIVEN BY: MIKE MC GAW (909) 822-2201 - (JOSE)
CONTROLLER:
B'
VALVE NO.
12
GPM's
34
METER ELEV.
55'
VALVE ELEV.
59'
SIZE ITEM
CALC'D @ 80 GPM MAX.
2" WATER METER
.8
2" BACKFLOW DEVICE
13.0
2 1/2" GATE VALVE
1.4
2" CL 315 MAINLINE 1320' (LOOP)
6.6
2 1/2" CL 315 MAINLINE 1200' (LOOP)
2.34
1 1/2" REMOTE CONTROL VALVE
2.7
SCH 40 PVC LATERAL LINES
4.8
9.9
33.6
IRRIGATION HEAD PRESSURE
30
TOTAL SYSTEM LOSS
63.6
ELEVATION LOSS
(41@-1.73)
10% RESIDUAL PSI
6.3
REQUIRED PRESSURE
71.67
AVAILABLE PRESSURE
106.4
RESIDUAL PRESSURE
+34.7
TEMPLAT EXTRA SLAB
ANG PROVIDE PANELBOARD WHERE INDICATED ON DRAWINGS.
SIGNAL
POWER PROVIDE IRRIGATION CONTROLLER CABINET WHERE INDICATED
ON DRAWINGS.
TERMINATE AT EXISTION HANDHOLE. PER S.C.E. COMPANY REO.
VERIFY EXACT LOCATION AND TERMINATION REQ. WITH S.C.E. CO.
CONDUIT FOR PRIOR TO TRENCHING
GROUND ROD
INSTALLATION CONDUIT AND CONDUCTOR SIZES ARE BASED ON NONMETALLEC CONDUIT
2 EXTRA 1- CONDUITS AND COPPER CONDUCTORS WITH TYPE `rHHN/THWN' INSULATION.
EXTRA
--d [-4641 �- 2ee -� _TION OF COLLER _ SHALLIRRIGATION CONTROL I UEPONT BY EEDISON, CITY LANDSCAPE INSPEBE AGREE
CTOR ANDD
BOARD i �- CONTRACTOWIRE R 70 ANY TRENCHING OR
METER FACES '4TLJ
rSTREET
METER
STRONG Box
MODEL NO. SB- 24SS/120V
r r_j
RAIN SHUTOFF
DEVICE -
SEE LEGEND
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t1
IRRIGATION CALCULATION ('C'+'D')
TYPE OF WATER: POTABLE
ELLS
NAME OF SUPPLIER: Fontana Water
District
PRESSURE GIVEN BY: MIKE MC GAW (909) 822-2201 - (JOSE)
RUN (1) VALVE FROM EACH CONTROLLER SIMULTANEOUSLY
CONTROLLER:
'C' `D'
VALVE NO.
20 11
GPM's
33 30
METER ELEV.
48'
VALVE ELEV.
52'
SIZE ITEM
CALC'D @ 70 GPM MAX.
2" WATER METER
3.7
2" BACKFLOW DEVICE
13.0
2 1/2" GATE VALVE
1.8
2" CL 315 MAINLINE 910'
9.9
2 1/2" CL 315 MAINLINE 570'
2.22
1 1/2" REMOTE CONTROL VALVE
2.7
SCH 40 PVC LATERAL LINES
5.4
37.9
IRRIGATION HEAD PRESSURE
30
TOTAL SYSTEM LOSS
67.92
ELEVATION LOSS
(6'@-2.59)
10% RESIDUAL PSI
7.1
REQUIRED PRESSURE
77.6
AVAILABLE PRESSURE
109.4
RESIDUAL PRESSURE
+31.8
SWEEPCONDUIT
90
ELLS
CONDUITFOR
WIRES
END
VIEW
NTS
FRONT
.rel
90
ELLS
CCOONNMLLER
0
WIRES
FRONT
VIEW
NTS
STRIP WIRES APPROX. 5/8- FROM ENDS
STEP 1
TWIST CONNECTOR UNTIL WIRE END REACHES BOTTOM
STEP 2
MIX CONTENTS OF SEALING PACK, CUT 1/2 OFF
END OF PACK AND INSERT CONNECTOR TO
OPPOSITE END
STEP 3
WRAP OPEN END OF SElLL1NGPACK WITH
TAPE. ALLOW TO SET UNTIL RESIN JELLS
STEP 4
"SCOTCH" SEALING PACK
11, Ill IIJI
19 CEO!
CITY OF FONTANA
IRRIGATION CONTROLLER STANDARD
FOR COMMUNITY FACILITIES DISTRICTS
(CFO's)
1. Toro Network 8000 Model # 132-86-08, 32 station field
satellite controller.
2. Mount in Strong Box Model No. SB-24SS/120V.
(Stainless Steel)
3. Provide Rainmaster 32 PC 'Pigtail' for remote controll
operation.
4. Provide 6ambeH Scientific fnc,9FE525 tipping b=ket
_(14ea; cr D vy Modal)
5. Provide Sensor Input Board (SIB) Model #995-63 to
interface with flow meter and rain shut off device.
6. Provide Radio Link Kit #89-7611 to communicate with
central command. All radio equipment shall be
compatible with VHF.
7. Provide ground rod and surge protection for each
satellite controller.
Contact: Curtis Newman
California Turf
(619) 520-6181
(619) 793-3999 (Pager)
(800) 774-8873 (Main Office)
Park and Landscape Development Section, Engineering Division
Community Development Department, City of Fontana (1/26/98)
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CITY OF •
LANDSCAPE PLANS
M= . MTE
S 1 T ie I C A P e 5
Landscape Architecture
and Planning_
3195-8 Airport Loop Dr.,
Cosies Mesa, CA. 92626
Richard Palhamus, Licanss CAI
(90) su-Wo (714) 210-1 FAX
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DATE 06/04/03
JOB* 02-035
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DATE 06/04/03
JOB* 02-035