HomeMy WebLinkAbout3994-2MOUNT AUTOMATIC CONTROLLER
APPROVED VANDAL RESISTANT
LEGEND
�.: d
°. •
ON MOUNTING BRACKETS INSIDE
CONTROLLER ENCLOSURE
SHRUB SPRAY / BUBBLE
HEAD.
6'
APPROVED PROTECTIVE ENCLOSURESTRONG
BOX SB-24SS
- u NDISTURBED SOIL
II!
2" TO 2 112" IN SIZE12"
RAIN GUARD
`
NOTE, INSTALL BACKFLOW
PREVENTER AS RECO. BY LOCAL CODES
0
• °
4
CONCRETE FOOTING: INSTALL 3"
AND HEALTH DEPT. VERIFY
LOCAL REQS. PRIOR TO INSTALLATION,
•
EXISTING SOIL
I
MINIMUM ABOVE GRADE AND SLOPE
PVC SCH. 80 NIPPLE.
t
8
3
CONCRETE AT 2% TO DRAIN
8'
VANDAL PROOF ENCLOSURE
_.
1(
5.
PVC TxT 90 DEG. ELL.
SIZE TO FIT
• •
0
:..r;..- .- ..:, :�.'..
6.
REDUCED PRESSURE
•.
1111
G
LATERAL LINE FITTING.
BACKFLOW PREVENTER
BRASS NIPPLES (4" MIN.
2
8.
REMOTE CONTROL VALVE WIRES:
BALL VALVE
LENGTH) VERIFY W/
4
III
AWG OF J14 SECURE WIRES TO
(2) TOTAL
LOCAL CODES
12'
ON-OFF SWITCH
FINISH GRADE
CONTROL UNIT AT TERMINALS
PROVIDED IN CONTROL UNT,
EXTEND ONE COMMON WIRE TO
BRASS "Y
STRAINER
I
5
TORO
ALL R.C.V.'S AND ONE CONTROL
/
BRASS 90 ELL (TYP.)
L LINES
LATERA
8" MIN.
WIRE TO EACH R.C.V. (TYPICAL)
60 MESH
00
�IIIIIlII---,
COMMON WIRE SHALL BE TIED
MONEL SCREEN
1 °N
.•
••��•'•
3
tN SCH. 40 SLEEVE
INSIDE PROTECTIVE ENCLOSURE
& BRASS LUG
RASS UNION (TYP.)
570 Z-PRX- I2P-COM-15Q
QUARTER SPRAY HEAD
WHEN REQUIRED.
J1
30
.
IIlIlI
�.
TORO
10.
QUICK COUPLING VALVE.
p , ' •
.d ':. • � • 6" MINI.
I
ll
CURB
• • • � ° •
' � • �
I1I
-•�1
4" CONCRETE PAD
.
3.60
�II�IIIII
FG
STREET
I
-IiII
-II4I
I I_ IN SCH. 40 SLEEVE
IlIll{!-��II
PRESSURE MAINLINE, SEE
. .
TC CITY
WATER MAIN
1/2" BY 5 -FOOT MIN.
'
A
`'
--�
COPPER GROUND ROD.
STAINLESS STEEL BANDS
*
1III
FLOW
CONDUIT AND IRRIGATION
ELECTRICAL CONDUIT TO SOURCE INTERCONNECT WHEN REQUIRED
CONTROL UNIT REQUIREMENTS PVC SWEEP ELBOW
120 V., 60 Hz, 2 AMP. MAX. SIZE A5 REQUIRED
NOTES:
1. COMMON WIRE TO BE WHITE AND CONTROL WIRES TO BE COLOR
CODED.
2. No SPLICES SHALL BE MADE BETWEEN CONTROLLER AND R.C.V..
3. ALL WIRING . CONDUIT OR PLUMBING TO GO THROUGH BOTTOM
OF CONCRETE FOOTING.
4. AFTER ESTABLISHMENT OF ALL PLANT MATERIAL %CONTROL.LER
SHALL BE PROGRAMMED TO IRRIGATE SOLELY DURING NIGHTTIME
(TYPICAL)
AUTOMATIC CONTROLLER
I��II '. '. . • I�IIIIII ' f :�,• � Illl�ll
` •� • � �IIIIIII llll�ll `
4*04.
." III�II
i2 X12 Xi2" CONCRETE-,,--'
FROM P.O.C. THRUST BLOCK PVC MAINLINE
USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC
OR METAL TO PVC MALE PIPE THREADS
REDUCED PRESSURE B. F.
NOTE: DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED.
SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF AN ANTI -DRAIN VALVE
IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION
THE CONTRACTOR SHALL INSTALL AN ANTI -DRAIN VALVE AS REQ'D. AT ANY SPRINKLER
HEAD SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED
FROM AN ON TO OFF POSITION. INSTALLATION OF ANTI -DRAIN VALVES SHALL BE
INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER.
SPRAY HEAD ON RISER
iL
0
a
� I
z-
0
a
REDUCED PRESSURE
PRINCIPLE BACKFLOW
PREVENTION ASSEMBLY
MIN. 18" CLF.
MAX 36" CLR.
III " _I
I�IIIII i �
•
NOTES
1. REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLIES MUST BE CONNECTED TO CITY WATER
AND TESTED PRIOR TO BEING PLACED INTO SERVICE.
2. POINT OF SERVICE:
A.POINT OF SERVICE IS THE BACK OF CURB FOR ALL CITY STREETS WITH PLANTER STRIPS.
B. POINT OF SERVICE IS THE BACK OF SIDEWALK FOR STREETS WITH SIDEWALK CONTIGUOUS WITH
CURB AND GUTTER.
C.POINT OF SERVICE THE RIGHT-OF-WAY LINE ON ALL ALLEYS AND UNIMPROVED STREETS.
D. WHERE THE POINT OF SERVICE IS UNCLEAR THE LOCATION SHALL BE DETERMINED BY THE
CROSS CONNECTION CONTROL SPECIALIST OR HIS DESIGNEE.
3, LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES AND CERTIFIED BACKFLOW PREVENTION
ASSEMBLY TESTERS ARE AVAILABLE AT THE DEPARTMENT OF UTILITIES CUSTOMER SERVICE
COUNTER.
4. THE BACKFLOW PREVENTION ASSEMBLIES SHALL BE INSTALLED ABOVE GROUND. IN A
HORIZONTAL AND LEVEL POSITION. THE ASSEMBLY SHALL BE LOCATED ON THE CUSTOMER'S
SIDE AND NO FURTHER THAN FIVE (5) FEET FROM THE POINT OF SERVICE OR THE METER.
5. NO OUTLET, TAP, TEE, OR CONNECTION BETWEEN THE WATER MAIN AND BACKFLOW PREVENTER
IS ALLOWED UNLESS APPROVED BY THE DEPARTMENT OF UTILITIES.
6. CONCRETE PAD IS RECOMMENDED IF ASSEMBLY IS PLACED WITHIN A PROTECTIVE ENCLOSURE.
FLOW 7, FREEZE BAGS ARE RECOMMENDED FOR FREEZE PROTECTION. (IF APPLICABLE)
8. BACKFLOW SHALL BE WRAPPED WITH THERMAL "POLAR BARRIER R-19" INSTALL PER MFG.
SPECS. (909) 587-2230
COPPER TUBING TYPE L 9. BACKFLOW TO BE MOUNTED ON A CONCRETE PAD AND SHALL BE ENCLOSED IN A COMPOSITE
FIBERGLASS BOX MANUFACTURED BY WINTER BOX (800) 942-4705, WITH LOCKING CAPABILITIES NOTES:
RA PR T 5T T 0 F VE
INSTALLATION OF 2 INCH AND SMALLER REDUCED PRESSURE
PRINCIPLE BACKFLOW PREVENTION ASSEMBLY W/ WATER METER
APPROVED VALVE BOX
SIZE AS REQUIRED
BRASS OR COPPER
NIPPLE & UNION
PVC MALE ADAPTER
TYP. 2 (TWO) PLACES
FINISH GRADE
12" MAX.
MASTER VALVE VALVE
noaan►�cn lun�-coo�nn�
►. rv.v. v.vv..r.
1" IN TURF AREAS
2" IN SHRUB AREAS
hill
REDUCED PRESSURE B.F.
2 1
1. SLIP BASE SOCKET OVER ENDS OF WIRES,
6T�P 1
2. STRIP WIRES APPROX. 5/8" FROM ENDS -
TWIST TOGETHER.
q 3 3. PUT CRIMP SLEEVE OVER WIRE ENDS -
CRIMP AND CUT OFF EXCESS WIRE.
s3T#=P 3 4. APPLY SEALER TO OUTSIDE OF SEALING -
PLUG FILL CAVITY WITH SEALER.
5. PULL BASE SOCKET OVER CRIMPED CON -
6 5 VECTION AS FAR AS POSSIBLE.
STEP 3 6. PUSH SEALING PLUG INTO BASE SOCKET.
7. PUSH WIRES TO END OF BASE SOCKET
TO ASSURE COMPLETE SEALING OF
CONNECTION.
8. RAIN BIRD "SNAP -TITS" WIRE CONNECTOR
6TrmP .4 OR APPROVED EQUAL.
WIRE CONNECTOR
A
LEGEND
�.: d
°. •
E
1.
SHRUB SPRAY / BUBBLE
HEAD.
6'
18"
30"
- u NDISTURBED SOIL
II!
2" TO 2 112" IN SIZE12"
1
2.
ANTI -DRAIN VALVE. (SEE
NOTE BLOW).
0
• °
4
3.
FINISH GRADE.
24"
•
EXISTING SOIL
I
4.
PVC SCH. 80 NIPPLE.
t
8
3
CLEAN COMPACTED BACKFILL
8'
I
_.
1(
5.
PVC TxT 90 DEG. ELL.
,:- � _-' :;-.
• •
0
:..r;..- .- ..:, :�.'..
6.
MARLEX TxT 90 DEC. STREET ELL.
•.
1111
7.
LATERAL LINE FITTING.
120 VOLT ELECTRICAL
°•
o '• 0 0
2
8.
WALL OR FENCE.
30
•• � °
4
III
12" ABOVE F.G. FOR SHRUB
SPRAY
IN SCH. 40 SLEEVE120
_
12'
.50
HEADS, 3" ABOVE F.G. FOR
BUBBLER
I
5
TORO
HEADS AND 6" ABOVE F.G.
FOR
L LINES
LATERA
IJI
STREAM BUBBLERS.
NOTE: DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED.
SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF AN ANTI -DRAIN VALVE
IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION
THE CONTRACTOR SHALL INSTALL AN ANTI -DRAIN VALVE AS REQ'D. AT ANY SPRINKLER
HEAD SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED
FROM AN ON TO OFF POSITION. INSTALLATION OF ANTI -DRAIN VALVES SHALL BE
INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER.
SPRAY HEAD ON RISER
iL
0
a
� I
z-
0
a
REDUCED PRESSURE
PRINCIPLE BACKFLOW
PREVENTION ASSEMBLY
MIN. 18" CLF.
MAX 36" CLR.
III " _I
I�IIIII i �
•
NOTES
1. REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLIES MUST BE CONNECTED TO CITY WATER
AND TESTED PRIOR TO BEING PLACED INTO SERVICE.
2. POINT OF SERVICE:
A.POINT OF SERVICE IS THE BACK OF CURB FOR ALL CITY STREETS WITH PLANTER STRIPS.
B. POINT OF SERVICE IS THE BACK OF SIDEWALK FOR STREETS WITH SIDEWALK CONTIGUOUS WITH
CURB AND GUTTER.
C.POINT OF SERVICE THE RIGHT-OF-WAY LINE ON ALL ALLEYS AND UNIMPROVED STREETS.
D. WHERE THE POINT OF SERVICE IS UNCLEAR THE LOCATION SHALL BE DETERMINED BY THE
CROSS CONNECTION CONTROL SPECIALIST OR HIS DESIGNEE.
3, LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES AND CERTIFIED BACKFLOW PREVENTION
ASSEMBLY TESTERS ARE AVAILABLE AT THE DEPARTMENT OF UTILITIES CUSTOMER SERVICE
COUNTER.
4. THE BACKFLOW PREVENTION ASSEMBLIES SHALL BE INSTALLED ABOVE GROUND. IN A
HORIZONTAL AND LEVEL POSITION. THE ASSEMBLY SHALL BE LOCATED ON THE CUSTOMER'S
SIDE AND NO FURTHER THAN FIVE (5) FEET FROM THE POINT OF SERVICE OR THE METER.
5. NO OUTLET, TAP, TEE, OR CONNECTION BETWEEN THE WATER MAIN AND BACKFLOW PREVENTER
IS ALLOWED UNLESS APPROVED BY THE DEPARTMENT OF UTILITIES.
6. CONCRETE PAD IS RECOMMENDED IF ASSEMBLY IS PLACED WITHIN A PROTECTIVE ENCLOSURE.
FLOW 7, FREEZE BAGS ARE RECOMMENDED FOR FREEZE PROTECTION. (IF APPLICABLE)
8. BACKFLOW SHALL BE WRAPPED WITH THERMAL "POLAR BARRIER R-19" INSTALL PER MFG.
SPECS. (909) 587-2230
COPPER TUBING TYPE L 9. BACKFLOW TO BE MOUNTED ON A CONCRETE PAD AND SHALL BE ENCLOSED IN A COMPOSITE
FIBERGLASS BOX MANUFACTURED BY WINTER BOX (800) 942-4705, WITH LOCKING CAPABILITIES NOTES:
RA PR T 5T T 0 F VE
INSTALLATION OF 2 INCH AND SMALLER REDUCED PRESSURE
PRINCIPLE BACKFLOW PREVENTION ASSEMBLY W/ WATER METER
APPROVED VALVE BOX
SIZE AS REQUIRED
BRASS OR COPPER
NIPPLE & UNION
PVC MALE ADAPTER
TYP. 2 (TWO) PLACES
FINISH GRADE
12" MAX.
MASTER VALVE VALVE
noaan►�cn lun�-coo�nn�
►. rv.v. v.vv..r.
1" IN TURF AREAS
2" IN SHRUB AREAS
hill
REDUCED PRESSURE B.F.
2 1
1. SLIP BASE SOCKET OVER ENDS OF WIRES,
6T�P 1
2. STRIP WIRES APPROX. 5/8" FROM ENDS -
TWIST TOGETHER.
q 3 3. PUT CRIMP SLEEVE OVER WIRE ENDS -
CRIMP AND CUT OFF EXCESS WIRE.
s3T#=P 3 4. APPLY SEALER TO OUTSIDE OF SEALING -
PLUG FILL CAVITY WITH SEALER.
5. PULL BASE SOCKET OVER CRIMPED CON -
6 5 VECTION AS FAR AS POSSIBLE.
STEP 3 6. PUSH SEALING PLUG INTO BASE SOCKET.
7. PUSH WIRES TO END OF BASE SOCKET
TO ASSURE COMPLETE SEALING OF
CONNECTION.
8. RAIN BIRD "SNAP -TITS" WIRE CONNECTOR
6TrmP .4 OR APPROVED EQUAL.
WIRE CONNECTOR
DIMENSION
A
B
�.: d
PAVING OR D.G. PATH
E
FINISHED GRADE
112" TO 1 112" SIZE
IT
-
18"
30"
- u NDISTURBED SOIL
II!
2" TO 2 112" IN SIZE12"
D A �
I II
SAND BACKFILL COMPACTED
TO THE DENSITY OF
I II
6"
6"
=III
I!l
24"
24"
EXISTING SOIL
I
-
l l 1-
fi"
t
-
4.
CLEAN COMPACTED BACKFILL
8'
I
_.
1(
-
I
BRASS 90 DEG. ELL.
,:- � _-' :;-.
--�,•---4._�-
:..r;..- .- ..:, :�.'..
-
-VOLT ELECTRICAL
III
6. COMMON BRIC1< (2 REQUIRED).
.. ........ .... ....
I III
120 VOLT ELECTRICAL
MAINLINE PIPING.
_ 4 ..;
-
1.0
30
IN SCH. 40 CONDUIT
-III
III
.- ...- .- .- . .--.
III
II
IN SCH. 40 SLEEVE120
_
12'
.50
7.
MAINLINE FITTING.
I
LATERAL LINES, SEE SPECS.
TORO
IIIIII
..
L LINES
LATERA
IJI
8. 2" CLEARANCE.
00
�IIIIIlII---,
FULL SPRAY HEAD
%. •
�'°6'
1 °N
.•
••��•'•
3
tN SCH. 40 SLEEVE
BRASS NIPPLE - 6" LONG,
570 Z-PRX- I2P-COM-15Q
QUARTER SPRAY HEAD
CLEAN SAND BACKFILL,
:
30
.
IIlIlI
IIII
L
UNDISTURBED SOI
Ii
TORO
10.
QUICK COUPLING VALVE.
I
II
SPECIFICATIONS
I
ll
.... . . .SEE
. .. .
d
CONTROL WIRES
I1I
-•�1
�
-- ...-.
.
3.60
�II�IIIII
IIllIIlI�.-.
.....-......
I
-IiII
-II4I
I I_ IN SCH. 40 SLEEVE
IlIll{!-��II
PRESSURE MAINLINE, SEE
. .
-
'
•.........,..t-...
-CONTROL
SPECIFICATIONS
REQUIRE A RMNBIRD SPX -100 FLEXIBLE JOINT ASSEMBLY.
STAINLESS STEEL BANDS
................... �
1III
E.
PRESSURE MAINLN
.;.... .
.
III
WIRES, SEE SPECS.
NOTES:
1. LOCATE HEADS 5" FROM SIDE WALK, CURB ETC.
ib
. ... E E�E E..
:
II1=1
I I-- IN SCH. 40 SLEEVE
GALLONS PER MINUTE IS NOT AVAILABLE.
1=1
INSTALL AT MAINLINE DEPTH
4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNDER HEAD
2" IN SHRUB AREAS.
USING SCHEDULE 80 NIPPLE.
UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 24" DEEP.
III
QUICK
III
PVC SLEEVES TO BE
JI JI
:III lII
III -III-
CONTACT THE CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S)
fI
I III SII IIS IIS=
TWICETHEDIAMETER
PIPE INSTALLATION:
:ll
III -Ifni
OF THE PIPE OR WIRE
�- 12"
LATERAL LINES BURIED PER SPECIFICATIONS:
SECTION VIEW - N.T.S.
BUNDLE CARRIED.
SECTION VIEW - N.T.S.
* ALL LINES LOCATED WITHIN RIGHT-OF-WAY.
1. 10" DIAMETER CIRCULAR VALVE BOX.
* ALL LINES LOCATED ADJACENT TO CURB OR SIDEWALK.
DIMENSION
A
B
C
D
E
F
112" TO 1 112" SIZE
IT
18"
18"
30"
6"
8"
2" TO 2 112" IN SIZE12"
PLAN
24"
24"
30"
6"
6"
3" AND LARGER
18"
24"
24"
14
MIS'
6"
fi"
DIMENSION
A
B
C
D
E
DEPTH BELOW GRADE
24"
36"
36"
36"
6"
III:..:..::11=
I PVC SC. 40
TIE A 36" LOOP IN ALL WIRING AT I I STREET ELBOW
CHANGES OF DIRECTION GREATER THAN I
30 DEGREES, UNTIE AFTER ALL CONECTIONS I
HAVE BEEN MADE.
PLAN VIEW - N.T.S.
NOTE:
ALL PVC MAINLINE, PVC LATERAL LINES, AND CONTROL_ WIRES SHALL BE SLEEVED
NOTE: BELOW ALL HARDSCAPE ELEMENTS WITH SCH. 40 PVC, 2 TIMES THE DIAMETER OF
ALL PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH. THE PIPE OR WIRE BUNDLE WITHIN.
BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS. ALL CURBS SHALL BE MARKED WITH A "SCORE" MARK TO DESIGNATE SLEEVE LOCATION.
ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SLEEVE DETAIL SHALL ALSO BE USED FOR INSTALLATION OF PIPE IN ROCK SOIL.
INSTALLATION SPECIFICATIONS.
6ECT101�1
LEGEND
FINISH GRADE POP-UP HEAD CURB OR WALK
L IR" MIItI.�--
PVC SCH. 80 NIPPLE, SIZE 120 MM,
AND LENGTH AS REQUIRED
TYPICAL TWO PLACES
LATERAL LINE. SIZE PER
DRAWINGS
TYPICAL TRENCHING
SECTION
TYPICAL SLEEVING
LEGEND
1. ELECTRIC CONTROL VALVE.
2. RECTANGULAR VALVE BOX W/GREEN BOLT
DOWN COVER. HEAT BRAND VALVE STATION
NO. ON LID IN 2" HIGH CHARACTERS.
3. CHRISTY'S 1,D.TAG - NUMBERED TO
MATCH DRAWINGS.
4. FINISH GRADE.
5. PVC. MALE ADAPTER (TYP.)
6. PVC PIPE TO SPRINKLERS - ANGLE PIPE
TO SPECIFIED DEPTH WITH 45 DEC. ELLS.
7. COMMON BRICK (4 REQUIRED).
8. COMMON WIRE TO OTHER VALVES ON
SAME CONTROLLER.
9. 3/4" CRUSHED ROCK. 8" DEEP.
10. CONTROL/COMMON WIRES FROM CONTROLLER.
11. PVC SCHEDULE 40 PIPE.
12. PVC SxS 90 DEG. ELL.
13. WATER PROOF WIRE CONNECTOR.
(SEE DETAIL 6)
14. MAIN LINE FITTING W/SOLVENT WELD OUTLET.
15. COIL WIRES PER SPECIFICATIONS.
REMOTE CONTROL VALVE
WATERPROOF ALL
WIRE CONNECTIONS
AS PER STD.
RED
YELLOW
PVC TEE (SXSXT)
OR ELBOW
PVC SCH. 40 ELBOW PVC SC. 40
STREET ELBOW
NOTES:
1. LOCATE HEADS 6" FROM SIDE WALK, CURB ETC.
2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS
AND CORNERS.
3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD.
4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNDER HEAD
USING SCHEDULE 80 NIPPLE.
OF 14
WHITE W/STRIPE WIRES
(COMMON)
BLUE
i FLOW SENSOR
DIAMETER SAME SIZE
AS FLOW METER SIZE
MINIMUM DISTANCE UPSTREAM
1OX DIAMETER OF FLOW
METER SIZE
POP-UP SPRINKLER HEAD
MASTER CONTROL
VALVE
MINIMUM DISTANCE DOWNSTREAM
5X DIAMETER OF FLOW METER SIZE
FLOW METER
Q o
4S0
'o
0 . . a O 00
,0 9 OO Q°S°90•(
ogO 1
o a o
° 009
APPROVED
0 o a
1. PLACE PEA G VEL I0R 0 IN ALLA i N 0 VAL BOX.
2. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES.
3. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO
DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD
REDUCE -BUSHING TO BRING PIPING DIAMETER TO VALVE SIZE
4. MASTER VALVES 4" AND LARGER TO BE PROVIDED WITH
FLANGED CONNECTIONS IN LIEU OF UNIONS.
IRRIGATION MASTER VALVE
ROUND VALVE BOX WITH GREEN BOLT -
DOWN COVER - HEAT BRAND "GV" ON
VALVE BOX COVER IN 2" HIGH LETTERS.
2. "^'s" °re"°E � IRRIGATION LEGEND
3. GATE VALVE WITH BRONZE WHEELHANDLE
OR CROSSHANDLE.
!]IACi '1'1C: PLAN:
SYMBOL MFG.
1.
10" ROUND VALVE BOX WITH GREEN BOLT -
RAD.
GPM
PSI
4. 6" DIA. SCH. 40 PVC PIPE EXTENSION -
DOWN COVER - HEAT BRAND "QCV" ON
l]
1
570 Z-PRX-12P-COM-5Q
QUARTER SPRAY HEAD
VALVE BOX COVER IN 2" HIGH LETTERS.
PLAN
��ir
LENGTH AS REQUIRED.
2.
FINISH GRADE.
12" MAx
570 Z-PRX-12P-COM-5H
HALF SPRAY HEAD
3.
3/4" CRUSHED ROCK. 6" DEPTH.
14
MIS'
5. 3/4" CRUSHED ROCK - 8" DEPTH.
E
t
Z
4.
BRASS NIPPLE. (LENGTH AS REQUIRED).
8'
.25
30
5.
BRASS 90 DEG. ELL.
TORO
570 Z-PRX-12P-COM-8H
HALF SPRAY HEAD
8'
.50
30
6. COMMON BRIC1< (2 REQUIRED).
6.
MAINLINE PIPING.
a
-
1.0
30
7. PVC MALE ADAPTER (TYPICAL).
TCLUDE E SELECTING THE BEST
ROADWAYS AS AS POSSIBLE THIS SHALL IN
TORO
It
QUARTER SPRAY HEAD
12'
.50
7.
MAINLINE FITTING.
13
TORO
Im
HALF SPRAY HEAD
12'
Y ><u
30
8. 2" CLEARANCE.
00
8.
BRASS 90 DEG. STREET ELL.
FULL SPRAY HEAD
%. •
�'°6'
1 °N
.•
••��•'•
3
9.
BRASS NIPPLE - 6" LONG,
TORO
570 Z-PRX- I2P-COM-15Q
QUARTER SPRAY HEAD
15
.85
30
LATERAL LINE, SIZE PER
O
TORO
10.
QUICK COUPLING VALVE.
i 5'
1.65
30
* 1" IN TURF AREAS.
d
TORO
570 Z-PRX-12P-COM-15F
FULL SPRAY HEAD
15'
3.60
30
11.
WALK OR CURB.
8
REVISIONS REQUIRED.
SWING JOINTS:
12.
24" #3 REBAR W/ 2
'
PVC TEE (SXSXT)
AS PER DETAIL. SPRAY OR ROTOR HEADS WITHIN THE TURF BLOCK AREA WILL
IZ
REQUIRE A RMNBIRD SPX -100 FLEXIBLE JOINT ASSEMBLY.
STAINLESS STEEL BANDS
PVC sc.
STREET ELBOW
MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED
PVC SCH. 40 ELBOW
13.
BRICK SUPPORT (3 REQ.)
AND A MAXIMUM DEMAND AT THE POINT OF CONNECTION, AS NOTED ON THE PLAN,
NOTES:
1. LOCATE HEADS 5" FROM SIDE WALK, CURB ETC.
ib
2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS
*
1" IN LAWN AREAS.
GALLONS PER MINUTE IS NOT AVAILABLE.
3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD.
4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNDER HEAD
2" IN SHRUB AREAS.
USING SCHEDULE 80 NIPPLE.
NOTE: USE TEFLON TAPE ON ALL MALE PIPE
UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 24" DEEP.
THREADS.
QUICK
COUPLING
VALVE
FINISH GRADE POP-UP HEAD CURB OR WALK
L IR" MIItI.�--
PVC SCH. 80 NIPPLE, SIZE 120 MM,
AND LENGTH AS REQUIRED
TYPICAL TWO PLACES
LATERAL LINE. SIZE PER
DRAWINGS
TYPICAL TRENCHING
SECTION
TYPICAL SLEEVING
LEGEND
1. ELECTRIC CONTROL VALVE.
2. RECTANGULAR VALVE BOX W/GREEN BOLT
DOWN COVER. HEAT BRAND VALVE STATION
NO. ON LID IN 2" HIGH CHARACTERS.
3. CHRISTY'S 1,D.TAG - NUMBERED TO
MATCH DRAWINGS.
4. FINISH GRADE.
5. PVC. MALE ADAPTER (TYP.)
6. PVC PIPE TO SPRINKLERS - ANGLE PIPE
TO SPECIFIED DEPTH WITH 45 DEC. ELLS.
7. COMMON BRICK (4 REQUIRED).
8. COMMON WIRE TO OTHER VALVES ON
SAME CONTROLLER.
9. 3/4" CRUSHED ROCK. 8" DEEP.
10. CONTROL/COMMON WIRES FROM CONTROLLER.
11. PVC SCHEDULE 40 PIPE.
12. PVC SxS 90 DEG. ELL.
13. WATER PROOF WIRE CONNECTOR.
(SEE DETAIL 6)
14. MAIN LINE FITTING W/SOLVENT WELD OUTLET.
15. COIL WIRES PER SPECIFICATIONS.
REMOTE CONTROL VALVE
WATERPROOF ALL
WIRE CONNECTIONS
AS PER STD.
RED
YELLOW
PVC TEE (SXSXT)
OR ELBOW
PVC SCH. 40 ELBOW PVC SC. 40
STREET ELBOW
NOTES:
1. LOCATE HEADS 6" FROM SIDE WALK, CURB ETC.
2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS
AND CORNERS.
3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD.
4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNDER HEAD
USING SCHEDULE 80 NIPPLE.
OF 14
WHITE W/STRIPE WIRES
(COMMON)
BLUE
i FLOW SENSOR
DIAMETER SAME SIZE
AS FLOW METER SIZE
MINIMUM DISTANCE UPSTREAM
1OX DIAMETER OF FLOW
METER SIZE
POP-UP SPRINKLER HEAD
MASTER CONTROL
VALVE
MINIMUM DISTANCE DOWNSTREAM
5X DIAMETER OF FLOW METER SIZE
FLOW METER
Q o
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,0 9 OO Q°S°90•(
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APPROVED
0 o a
1. PLACE PEA G VEL I0R 0 IN ALLA i N 0 VAL BOX.
2. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES.
3. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO
DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD
REDUCE -BUSHING TO BRING PIPING DIAMETER TO VALVE SIZE
4. MASTER VALVES 4" AND LARGER TO BE PROVIDED WITH
FLANGED CONNECTIONS IN LIEU OF UNIONS.
IRRIGATION MASTER VALVE
ROUND VALVE BOX WITH GREEN BOLT -
DOWN COVER - HEAT BRAND "GV" ON
VALVE BOX COVER IN 2" HIGH LETTERS.
2. "^'s" °re"°E � IRRIGATION LEGEND
3. GATE VALVE WITH BRONZE WHEELHANDLE
OR CROSSHANDLE.
!]IACi '1'1C: PLAN:
SYMBOL MFG.
MODEL NO.
DESCRIPTON
RAD.
GPM
PSI
4. 6" DIA. SCH. 40 PVC PIPE EXTENSION -
AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN
l]
TORO
570 Z-PRX-12P-COM-5Q
QUARTER SPRAY HEAD
5'
.10
30
LENGTH AS REQUIRED.
Q
❑
TORO
570 Z-PRX-12P-COM-5H
HALF SPRAY HEAD
5'
.20
30
5. 3/4" CRUSHED ROCK - 8" DEPTH.
8d
46
TORO
570 Z-PRX-12P-COM-8Q
QUARTER SPRAY HEAD
8'
.25
30
TORO
570 Z-PRX-12P-COM-8H
HALF SPRAY HEAD
8'
.50
30
6. COMMON BRIC1< (2 REQUIRED).
TORO
570 Z-PRX-I2P-COM-8F
FULL SPRAY HEAD
81
1.0
30
7. PVC MALE ADAPTER (TYPICAL).
TCLUDE E SELECTING THE BEST
ROADWAYS AS AS POSSIBLE THIS SHALL IN
TORO
570 Z-PRX-12P-COM-12Q
QUARTER SPRAY HEAD
12'
.50
30
13
TORO
570 Z-PRX-I2P-COM-12H
HALF SPRAY HEAD
12'
1.09
30
8. 2" CLEARANCE.
00
TORO
570 Z-PRX-12P-COM-12F
FULL SPRAY HEAD
12'
2.19
30
9. PVC MAIN LINE PIPE.
TORO
570 Z-PRX- I2P-COM-15Q
QUARTER SPRAY HEAD
15
.85
30
LATERAL LINE, SIZE PER
O
TORO
570 Z-PRX- I2P-COM-15H
HALF SPRAY HEAD
i 5'
1.65
30
* 1" IN TURF AREAS.
d
TORO
570 Z-PRX-12P-COM-15F
FULL SPRAY HEAD
15'
3.60
30
2" IN SHRUB AREAS.
REVISIONS REQUIRED.
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GATE VALVE
11RIDNIGATION NOTES
HIGH POP-UP HEAD
!]IACi '1'1C: PLAN:
FINISH GRADE
CURB OR WALK
THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED
�A
AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN
H
I` MILL
1 Imo' M
a
PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE.
Q
W
SPRINKLER ADJUSTMENT REQUIRED:
8d
Z
�"
w
THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS
C)
FOR OPTIMUM PERFORMANCE AND PREVENT OVERSPRAY ONTO WALKS AND
Tm
TCLUDE E SELECTING THE BEST
ROADWAYS AS AS POSSIBLE THIS SHALL IN
DEGREE OF ARC FIT THE EXISTING SITE CONDITIONS. CONTRACTOR TO USE
PRESSURE COMPENSATING SCREENS WHEN RADIUS IS REDUCED MORE THAN FIFTY
PERCENT (50%).
INSTALL NECESSARY CHECK VALVE IN HEADS THAT EXHIBIT TENDENCIES FOR LOW
HEAD DRAINAGE.
12" MIN.
FIELD CONDITIONS:
DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE
LATERAL LINE, SIZE PER
DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR
DRAWINGS
PVC SCH. 80 NIPPLE, SIZE
GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE
AND LENGTH AS REQUIRED
CONTRACTING OFFICER. IN THE EVENT THAT THIS NOTIFICATION IS
TYPICAL TWO PLACES
NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY
REVISIONS REQUIRED.
SWING JOINTS:
INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING JOINTS, USING STREET ELLS,
PVC TEE (SXSXT)
AS PER DETAIL. SPRAY OR ROTOR HEADS WITHIN THE TURF BLOCK AREA WILL
PVC SC. 40 OR ELBOW
REQUIRE A RMNBIRD SPX -100 FLEXIBLE JOINT ASSEMBLY.
STREET ELBOW
PVC sc.
STREET ELBOW
MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED
PVC SCH. 40 ELBOW
THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE
AND A MAXIMUM DEMAND AT THE POINT OF CONNECTION, AS NOTED ON THE PLAN,
NOTES:
1. LOCATE HEADS 5" FROM SIDE WALK, CURB ETC.
BEFORE INSTALLING THE SYSTEM, CHECK POINT OF CONNECTION AND IMMEDIATELY
2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS
NOTIFY CONTRACTING OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED
AND CORNERS.
GALLONS PER MINUTE IS NOT AVAILABLE.
3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD.
4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNDER HEAD
WATER LINE UNDER PAVING:
USING SCHEDULE 80 NIPPLE.
ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24" DEEP. ALL LATERAL LINES
UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 24" DEEP.
SYSTEM COVERAGE:
THE IRRIGATION CONTRACTOR IS TO ADJUST HEAD LOCATIONS IN THE FIELD IN
HIGH POP-UP SPRINKLER HEAD
ORDER TO GUARANTEE 100% HEAD TO HEAD COVERAGE. CONTRACTOR TO
CONTACT THE CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S)
RESULTING IN ADDITIONAL COST TO THE OWNER,
PIPE INSTALLATION:
ALL PRESSURE MAINLINES ARE TO BE BURIED PER THE SPECIFICATIONS HEREIN.
ALL LATERAL NON -PRESSURE LINES ARE TO BE INSTALLED AS FOLLOWS:
�- 12"
LATERAL LINES BURIED PER SPECIFICATIONS:
* ALL LINES LOCATED AT THE BOTTOM OF SLOPE WHEN ADJACENT TO
LEGEND - USE CARSON VALVE BOXES.
A GRADED PAD, BENCH, CURB OR RIGHT-OF-WAY.
* ALL LINES LOCATED WITHIN RIGHT-OF-WAY.
1. 10" DIAMETER CIRCULAR VALVE BOX.
* ALL LINES LOCATED ADJACENT TO CURB OR SIDEWALK.
2. EDGE OF LAWN, WALK, FENCE, CURB, ETC.
3. 14" x 19" RECTANGULAR VALVE BOX.
4. 20" x 30" RECTANGULAR VALVE BOX.
NOTES
A. CENTER VALVE BOX OVER VALVE TO FACILITATE
SERVICING OF VALVE.
B. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN
MULCH COVER OR GROUNDCOVER/SHRUB AREAS -
SET FLUSH WITH FINISH GRADE IN TURF AREAS.
C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUND-
COVER/SHRUB AREA WHERE POSSIBLE - INSTALL
IN TURF ONLY IF THERE IS NO ADJACENT GROUND -
COVER.
D. SET VALVE BOXES PARALLEL TO ONE ANOTHER
AND PERPENDICULAR TO EDGE.
E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE
BOXES TO PREVENT THEIR DEFORMATION/COLLAPSE.
VALVE BOX INSTALLATION
HEAD LAYOUT FOR SHRUB
HEDGE CONDITIONS ONLY.
r
SPRAY HEAD @ BUXUS HEDGE
S TORO 570Z-PRX 12P-COM-2SST STRIP SPRAY HEAD 2X6' .09 30
11 TORO 5702-PRX-12P-COM-4EST END SPRAY HEAD 4X15' .45 30
9 TORO 570Z-PRX-12P-COM-4SST STRIP SPRAY HEAD 4X30' .90 30
TORO 570 Z-PRX-6P-COM-8Q QUARTER SPRAY HEAD 8' .25 30
® TORO 570 Z-PRX-6P-COM-8H HALF SPRAY HEAD 8' .50 30
Q 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
Q TORO 570 Z-PRX-6P-COM-12F FULL SPRAY HEAD 12' 2.19 30
TORO 570 Z-PRX-6P-COM-15Q QUARTER SPRAY HEAD 15' .85 30
❑ TORO 570 Z-PRX-6P-COM-15H HALF SPRAY HEAD 151 1.65 30
TORO 570 Z-PRX-6P-COM-15F FULL SPRAY HEAD 15' 3.6 30
B TORO 570 Z-PRX-6P-SB-2-180-PC2 STREAM BUBBLER 2X6' .09 30
570 Z-PRX-6P-SB-90-PC2
CONTRACTOR TO DETERMIND QUARTER OR HALF BUBBLERS IN FIELD.
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 UNLESS WHERE LOCATED A MINIMUM OF 3' FROM LAWN OR WALKWAY.
THE CONTRACTOR IS REQUIRED TO USE 5702 -COM (CHECK-O-MATIC) ANY HEADS ON A SYSTEM
WITH TOR GREATER ELEVATION CHANGE - or TO AVOID LOW READ DRAINAGE.
THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH IO' NOZZLES AS REQUIRED IN THE FIELD.
ANY HEADS THE NEED A REDUCTION OF MORE THAN 25/
OF THE LISTED SPRAY PATTERN
WILL REQUIRE TORO PCD SCREENS. (CONTRACTOR TO INSURE 100% HEAD TO HEAD COVERAGE)
1 -
F
TURF 304 -00 -02 -COM TR STREAM PRAY
TORO S S 21 .72 35
Q
SHRUB 304 -12 -02 -COM
TORO TURF 308 -00 -02 -COM FULL STREAM SPRAY 21' 1.44 35
SHRUB 308 -12 -02 -COM
TORO TURF 316 -00 -02 -COM FULL STREAM SPRAY 21' 2.88 35
SHRUB 316 -12 -02 -COM
TORO TURF 304 -00 -02 -COM QTR STREAM SPRAY 28' .68 35
SHRUB 304 -12 -02 -COM
TORO TURF 308 -00 -02 -COM FULL STREAM SPRAY 28' 1.36 35
SHRUB 308 -12 -02 -COM
TORO TURF 316 -00 -02 -COM FULL STREAM SPRAY 28' 2.72 35
SHRUB 316 -12 -02 -COM
* USE A HIGH POP FOR SHRUB STREAM SPRAYS ADJACENT TO WALKS OR WHERE
PEDESTRIAN TRAFFIC MAY OCCUR.
RAINBIRD 33 DLRC LOCKING W/ RUBBER CAP, QUICK COUPLER.
NIBCO T-113 GATE VALVE - LINE SIZE.
RAINBIRD PESB-PRS-D SERIES REMOTE CONTROL VALVE - SIZES INDICATED.
0 WATER METER - REFER TO CIVIL PLAN
® BACKFLOW DEVICE - SEE P.O.C. NOTE
0 AUTOMATIC CONTROLLER LOCATION - SEE NOTE.
2" RAINBIRD 200-PESB-PRSD MASTER VALVE - PROVIDE MASTER VALVE RELAY
TO CONTROLLER.
DATA INDUSTRIAL HI -FLOW SHUT OFF SENSOR AND RELAY TO CONTROLLER
PVC SCH 40 LATERAL LINE- 12" COVER IN PLANTING AREAS,
2411 COVER UNDER PAVING. - SIZES INDICATED.
PVC SCH 40 MAINLINE 2" AND SMALLER, CLASS 315 21/2" OR LARGER - 1811 COVER
IN PLANTING AREAS, 241' COVER UNDER PAVING - SIZES INDICATED.
- - -- - PVC CLASS 200 WIRE SLEEVE - SIZE AND LOCATION PER CONTRACTOR
PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA. OF PIPE. -
PROVIDE SLEEVES UNDER ANY PAVING THAT EXCEEDS 4' WIDE.
INDICATES STATION NUMBER
x x= INDICATES CONTROLLER
X a INDICATES GPM -
IRRIGATION DESIGN CRITERIA
Name of Water Supplier: West Valley Water Dlstdct 3/04/05
Pressure Given By: Lon Tsai @ Engineering (909) 875-1804
HGL - 1884 HIGH -32 LOW
ZONE 6
HIGHEST ELEVATION ON THIS SYSTEM 1654
LOWEST ELEVATION ON THIS SYSTEM 1595
WATER METER ELEVATION 1635
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.
yve CITY OF FONTANA
LANDSCAPE PLANS
P OUSE DRIVE As SHOWN
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Landscape Architecture
and Planning
3195-B Airport Loop 0 ve
Coe#a LwIeea, CA 92626
Richard Polhamus, License CA -#2762
(949) 644-9370 (714) 210-3140 FAX
NO. REVISION
11-03-05 - RECGRDDRAWINGS
CITY VAULT SUBMITTAL
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