HomeMy WebLinkAbout3963-2MOUNT AUTOMATIC CONTROLLER APPROVED VANDAL RESISTANT
RAINBIRD
1812-SAM-1PRS-MPR-NP-5Q
❑
RAINBIRD
ON MOUNTING BRACKETS INSIDE CONTROLLER ENCLOSURE
6
RAINBIRD
1812-SAM-1PRS-MPR-NP-8Q
•
APPROVED PROTECTIVE ENCLOSURE STRONG BOX SB-24SS
1812-SAM-1PRS-MPR-NP-8H
NOTES
RAINBIRD
1812-SAM-1PRS-MPR-N1P-8F
di
RAINBIRD
1. REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLIES MUST BE CONNECTED TO CITY WATER
1a` PLAsTc ROUND
APPROVED VALVE Ox
NOTE
CONCRETE FOOTING: INSTALL 3"
2.0
AND TESTED PRIOR TO BEING PLACED INTO SERVICE.
1812-SAM-1PRS-MPR-NP-12F
CONTRACTOR TO USE RAIN BIRD T-6
POP-UP BODY`S IN TURF BLOCK POP-UP TURF ROTOR BODY SET TO
MINIMUM ABOVE GRADE AND SLOPE
CONCRETE AT 2% To DRAIN
NOTE: INSTALL BACKFLOW PREVENTER AS REO! BY LOCAL CODES
2. POINT OF SERVICE:
FINISH GRADE GATE VALVE
AREAS. SET HEAD 1" BELOW F.S. 1/4- ABOVE FINISH GRADE
OO
AND HEALTH DEPT. VERIFY LOCAL REQS' PRIOR TO INSTALLATION.
1812 -SAM -PRS -MPR -NP -15F
' F
OF TURF BLOCK. FINISH GRADE
1806-SAM-1PRS-MPR-NP-8Q
Q3
A.POINT OF SERVICE IS THE BACK OF CURB FOR ALL CITY STREETS WITH PLANTER STRIPS.
1 ` IN LAWN AREAS
-
RAIN BIRD
REDUCED PRESSURE
B• POINT OF SERVICE IS THE BACK OF SIDEWALK FOR STREETS WITH SIDEWALK CONTIGUOUS WITH
LAN
5006 -PC -SAM -MPR -30H
REMOTE CONTROL VALVE WIRES:
BACKFLOW PREVENTER BRASS NIPPLES (4" MIN.
BALL VALVE LENGTH) VERIFY W/
N CURB AND GUTTER.
ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST
l I_ 11- 11 11 I I_I
I
AWG OF #14 SECURE WIRES TO
LOCAL CODES
o C.POINT OF SERVICE THE RIGHT-OF-WAY LINE ON ALL ALLEYS AND UNIMPROVED STREETS.
DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS. CONTRACTOR TO USE
-='
ON-OFF SWITCH CONTROL UNIT AT TERMINALS
(2I TOTAL
D. WHERE THE POINT OF SERVICE IS UNCLEAR THE LOCATION SHALL BE DETERMINED BY THE
,.
12 MAX'
_I � �� I �_ � I � ��-
_' i I-�
PROVIDED IN CONTROL UNT,
.92
1.85
30
PRESSURE COMPENSATING SCREENS WHEN RADIUS IS REDUCED MORE THAN FIFTY
I I_I E
FINISH GRADE EXTEND ONE COMMON WIRE TO
BRASS "Y"
o REDUCED PRESSURE CROSS CONNECTION CONTROL SPECIALIST OR HIS DESIGNEE.
a.
50°1°
PERCENT (50%).
m
ALL. R.C.V.'S AND ONE CONTROL
STRAINER W/ BRASS 90 ELL (TYP.)
I PRINCIPLE BACKFLOW
FIELD CONDITIONS
N WIRE TO EACH R.C.V. (TYPICAL)
8 MIN.
60 MESH
PREVENTION ASSEMBLY
DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE
FULL SPRAY HEAD
COMMON WIRE SHALL E 11ED
B
MONEL SCREEN
3• LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES AND CERTIFIED BACKFLOW PREVENTION
DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR
r -I
INSIDE PROTECTIVE ENCLOSURE
& BRASS PLUG
BRASS UNION (TYP.)
z
o ASSEMBLY TESTERS ARE AVAILABLE AT THE DEPARTMENT OF UTILITIES CUSTOMER SERVICE
GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE
`4 SCH 80 PVC NIPPLE
�-
WHEN REQUIRED.
1.3
COUNTER.
(MINIMUM 4" LONG)
12'
2.6
O
CONTRACTING OFFICER. IN THE EVENT THAT THIS NOTIFICATION IS
a'
MIN. 18" CL 4. THE BACKFLOW PREVENTION ASSEMBLIES SHALL BE INSTALLED ABOVE GROUND. IN A
NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY
SCH 80 PVC NIPPLE SCH 40 PVC
0 oa a v :� . s MINI.
.92
�� HORIZONTAL AND LEVEL POSITION. THE ASSEMBLY SHALL BE LOCATED ON THE CUSTOMER'S
MAX 36 CLR.
"
TYPICAL (2) PLACES T X T 90' ELL
15'
1.85
CURB SIDE AND NO FURTHER THAN FIVE (5) FEET FROM THE POINT OF SERVICE OR THE METER.
+g oa °�a :4
a .�
MARLEX 90' STREET' ELL
-HIH
FG
,_ v
STREET
5, NO OUTLET, TAP, TEE, OR CONNECTION BETWEEN THE WATER MAIN AND BACKFLOW PREVENTER
,
Q Qo� aob p4j° Qb�+o
o a •• ��• vO° BRICK
STREAM BUBBLER
2X6'
.09
f
TO CITY IS ALLOWED UNLESS APPROVED BY THE DEPARTMENT OF UTILITIES.
SUPPORTS
REE REQUIRED
AIN
WATER MAIN °
AS PER DETAIL.
ANTI -DRAIN VALVE AS REQUIRED
1/2" BY 5 -FOOT MIN
{00
I I II �I-{III=00
_- MET -ER - fi. BACKFLOW TO BE MOUNTED ON A CONCRETE PAD AND SHALL BE ENCLOSED IN A COMPOSITE
PVC MALE ADAPTOR
BRASS OR COPPER 7YP. TWO PLACES
MARLEX 90' STREET ELL
'
COPPER GROUND ROD.
!
--�► -�- -� FIBERGLASS BOX MANUFACTURED BY WINTER BOX (800) 942-4705, WITH LOCKING CAPABILITIES
FLOW FLOW FLOW
NIPPLE UNION
NON -PRESSURE
CONDUIT AND IRRIGATION
+ ':'�IIIII l�Illfll IIIlllll - :d'.. Iflllll
7 FREEZE BAGS ARE RECOMMENDED FOR FREEZE PROTECTION. IF APPLICABLE
THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE
LATERAL FITTING
INTERCONNECT WHEN REQUIRED
ELECTRICAL CONDUIT TO SOURCE
• I I ,�.
VIII IIII IIII
,
5 MAX.
PRESSURE MAIN UNE PEA GRAVEL
NON -PRESSURE LATERAL LINE
CONTROL UNIT REQUIREMENTS PVC SWEEP ELBOW
' � II�1! '
8. BACKFLOW SHALL BE WRAPPED WITH THERMAL "POLAR BARRIER R-19" INSTALL PER MFG.
DEPTH TOSPECIFIED45EEGREE (MIN. 2 CU.i:T}
ROTOR HEAD
120 V., 60 Hz, 2 AMP. MAX. S1ZE AS REQUIRED
:4II'�.. �. +
SPECS. (909) 587-2230
ELBOWS, SIZE PER
III
DRAWINGS'
NOTE:
NOTES:
12"X12"X12" CONCRETE--,---"iIIIIII
LPVC
C0 P P ER TUBING TYPE L
WATER LINE UNDER PAVING
1. LOCATE HEAD 2" TO 6m FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS.
1. COMMON WIRE TO BE WHITE AND CONTROL WIRES TO BE COLOR
CODED.
FROM P.O.C. THRUST BLOCK MAINLINE
NOTES:
AND EDGES OF LAWN.
2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND R.0 V..
1. GATE VALVES 2 1/2» AND LARGER SHALL BE AWWA APPROVED AND
2. USE TEFLON TAPE ON ALL MALE THREADS.
3. ALL WIRING . CONDUIT OR PLUMBING To GO THROUGH BOTTOM
USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC
OR METAL TO PVC MALE PIPE THREADS
INSTALLATION 0 F 2 INCH AND SMALLER REDUCED PRESSURE
AND � w" SQUARE E OPERATING) NUTON LIEU
ONOF BRASS HANDWHEEL
OF CONCRETE FOOTING.
BLI
4. AFTER ESTASHMENT OF ALL PLANT MATERIAL CONTROLLER
PRINCIPLE BACKFLOW PREVENTION ASSEMBLY W / WATER METER
2. GATE vALves e` Aria LARGER SHALL HAVE TRANSIT E BOX Rs.
3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX ADAPTERS.
SHALL BE PROGRAMMED TO IRRIGATE SOLELY DURING NIGHTTIME
4. GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS
(TYPICAL)
N.T•S•
OTHERWISE APPROVED
AUTOMATIC CONTROLLER
REDUCED PRESS B.F.
10-a D U C E D PRESSURE B.F.
IRRIGATION MASTER VALVE
POP-UP ROTOR
IRRIGAT I N LEGEND IRRIGATION NOTES
S
1. RECTANGULAR VALVE BOX WITH GREEN 2
BOLT -DOWN COVER - HEAT BRAND 1. SLIP BASE SOCKET OVER ENDS OF WIRES. �" LEGEND
2 "GV" ON VALVE BOX COVER IN 2" 6TEP I
HIGH LETTERS. 2. STRIP WIRES APPROX. 5/8"� FROM ENDS - �CY 1. 10" ROUND VALVE BOX WITH GREEN BOLT -
PLAN 2. FINISH GRADE. TWIST TOGETHER. �L' DOWN COVER - HEAT BRAND "QCV" ON
I �
_ 3. GATE VALVE WITH BRONZE WHEELHANDLE 4 3 3. PUT CRIMP SLEEVE OVER WIRE ENDS - Il 12" MAX. VALVE BOX COVER IN 2" HIGH LETTERS.
CRIMP AND CUT OFF EXCESS WIRE. Z X
- OR CROSSHANDLE. 6 MIN. Y_ d I Z 2. FINISH GRADE.
6TEP 2 4. APPLY SEALER TO OUTSIDE OF SEALING = >s
-A 3 4. 6 DIA. SCH. 40 PVC PIPE EXTENSION - PLUG - FILL CAVITY WITH SEALER. - n 3. 3/4 CRUSHED ROCK. 6 DEPTH.
? d LENGTH AS REQUIRED.
F oo; ' • 4. BRASS NIPPLE, (LENGTH AS REQUIRED).
do AS. 3/4" CRUSHED ROCK - 8" DEPTH. 5. PULL BASE SOCKET OVER CRIMPED CON-
E =�i• ti:; °� ••a�y v ° °o 6 5 NECTION AS FAR AS POSSIBLE. 5. BRASS 90 DEG. ELL.
- ui a . _
cD ° °O ° 4 p° °o4 6. COMMON BRICK (2 REQUIRED).
° o
7 8°• •o•: o° o
`' °. • o$a •4 0o 6TEP 3 6. PUSH SEALING PLUG INTO BASE SOCKET. Z q 1m 6. MAINLINE PIPING.
o ° 080 ' 7. PVC MALE ADAPTER (TYPICAL).
° •a 7. PUSH WIRES TO END OF BASE SOCKET O �.
8. 2" CLEARANCE. TO ASSURE COMPLETE SEALING OF ;.; .•.. 3 7. MAINLINE FITTING.
Q 0 oo a 0 8 fu
CONNECTION. 49 • :'Q•� S. BRASS 90 DEG. STREET ELL.
0 0 • • . D o & °go, ' 9. PVC MAIN LINE PIPE. 7 8 9. BRASS NIPPLE - 6 LONG.
9 8 0 80• o , °o° 8. RAIN BIRD SNAP -TITS WIRE CONNECTOR g »
go;8 oag°•8° oo ° oo - ° • • 6T�P ,4 OR APPROVED EQUAL.
0 0.0 ° go; 8o° o$o rj * 1 IN TURF AREAS. 8
SECT110N ° g°o °O ° • 0.0 0 2" IN SHRUB AREAS. tJ 10. QUICK COUPLING VALVE.
12 11. WALK OR CURB.
g 12. REBAR STAKE
SECTION b * 1" IN LAWN AREAS.
2" IN SHRUB AREAS.
NOTE: USE TEFLON TAPE ON ALL MALE PIPE
THREADS.
GATE VALVE WIRE CONNECTORQUICK COUPLING VALVE
WALK PAVEMENT OR
OTHER STRUCTURE
2'-0" MIN. FOR LINES
LESS THAN 2 1/2---..,%
12" MIN.
DIA. IMT
NON -PRESSURE
3'-0" MIN. UNDER LINE (LATERAL)
PAVEMENT FOR ALL
LINES AND LINES
GREATER THAN 2
1/2" DIA.
DIRECT BURIAL LOW
VOLTAGE CONTROL PRESSURE LINE
WIRES
(MAIN OR LATERAL)
NOTES:
CDTRENCHING AND BACKFILLING SHALL BE PER STANDARD SPECIFICATIONS.
l.J MINIMUM BACKFILL RELATIVE COMPACTION SHALL BE 90%
3 BUNDLE CONTROL WIRES TOGETHER AND TAPE TO PIPE AT 10 FOOT
INTERVALS
OINSTALL PIPE W/CLASS OR SCH RATING LABEL UP.
IRRIGATION LINE TRENCHING
W*01:01
HARDSCAPING(SEE NOTE 4)
y�,i• �71• i�, thy,, �i•�• {�. �i•
K.
=C I III TIC
CII CCI CC CII Ifl=
I I III Ill_
-III CC CI��
I �
11
z _ I CLEAN BACKFILL - SEE
SPECS. FOR 90OMPAC OS
x REQUIRED
a
PROVIDE 6» MIN. OF SAND
BEDDING AND SHADDING
C
=ll l -ITI IIC ...'..'....'..'...........'
I I
I--I-1=ff
- CONTROL WIRE SLEEVE -
1 I SIZE PER PLAN INSTALL
I I I= ADJACENT M PRESSURE
N I I I C ....... I I SUPPLY LINE
_II ................... _
PRESSURE SUPPLY LINE
SLEEVE - SIZE TWICE
I i DIAMETER OF PRESSURE
I I I 6" TYP• SUPPLY LINE
NON -PRESSURE LATERAL
LINE SLEEVE - SIZE TWICE
DIAMETER OF NON -PRESSURE
LATERAL LINE
NOTES:
1. ALL SLEEVES TO BE SCH 40 PVC.
2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.
3. ROUTE SLEEVING AROUND HANDICAP RAMPS.
4. PIPING UNDER PAVEMENT SUSCEPTIBLE To TRAFFIC LOADS REFER TO CITY
STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW
TYPICAL SLEEVING
1. ELECTRIC CONTROL VALVE.
F.G, 2. RECTANGULAR VALVE BOX W/GREEN BOLT
DOWN COVER. HEAT BRAND VALVE STATION WATERPROOF ALL
_ NO. ON LID IN 2" HIGH CHARACTERS. WIRE CONNECTIONS
11 3. CHRISTY'S I.D.TAG - NUMBERED TO AS PER STD.
MATCH DRAWINGS.
d 12 4. FINISH GRADE.
RED
Q 11 5. PVC. MALE ADAPTER (TYP.) YELLOW o
w - 6. PVC PIPE TO SPRINKLERS - ANGLE PIPE
In 10
$° $0 o° 4 0 ° • o •'• o oo TO SPECIFIED DEPTH WITH 45 DEG. ELLS,
0 ° a 0
a ° .0 0 7. COMMON BRICK (4 REQUIRED).
•Q
° ° 0 00 ° 8. COMMON WIRE TO OTHER VALVES ON
9 7 SAME CONTROLLER.
9. 3/4" CRUSHED ROCK. 8" DEEP.
SECTION 14 10. CONTROL/COMMON WIRES FROM CONTROLLER.
11. PVC SCHEDULE 40 PIPE.
12. PVC SxS 90 DEG. ELL.
13, WATER PROOF WIRE CONNECTOR. MINIMUM DISTANCE UPSTREAM
(SEE DETAIL 6) 10X DIAMETER OF FLOW
14, MAIN LINE FITTING W/SOLVENT WELD OUTLET, METER SIZE
15. COIL WIRES PER SPECIFICATIONS.
FINISH GRADE
1` MhL
LATERAL LINE, SIZE PER
DRAWINGS
POP-UP HEAD
PVC SCH. 80 NIPPLE, SIZE t2' Mtn
AND LENGTH AS REQUIRED
TYPICAL TWO PLACES I
SYMBOL MFG. MODEL NO.
di
RAINBIRD
1812-SAM-1PRS-MPR-NP-5Q
❑
RAINBIRD
1812-SAM-1PRS-MPR-NP-5H
6
RAINBIRD
1812-SAM-1PRS-MPR-NP-8Q
•
RAINBIRD
1812-SAM-1PRS-MPR-NP-8H
9
RAINBIRD
1812-SAM-1PRS-MPR-N1P-8F
di
RAINBIRD
1812-SAM-1PRS-M1PR-NP-12Q
y
RAINBIRD
1812-SAM-PRS-M1PR-NP 12H
2.0
RAINBIRD
1812-SAM-1PRS-MPR-NP-12F
CI}
RAINBIRD
1812 -SAM -PRS -MPR -NP -15Q
O
RAINBIRD
1812 -SAM -PRS -MPR -NP -15H
OO
RAINBIRD
1812 -SAM -PRS -MPR -NP -15F
' F
RAINBIRD
1806-SAM-1PRS-MPR-NP-8Q
DESCRIPTON RAD.
RAINBIRD
1806rSAAA-1PRS-M1PR-NP-8H
�
RAINBIRD
1806-8AAA-1PR8-M1?R-NP-8F
RAIN BIRD
1806-SAM-1PRS-MPR NP -12Q
v
RAIN BIRD
1806 -SAM -PRS -MPR -NP -12H
Q
RAIN BIRD
1806 -SAM -PRS -MPR -NP -12F
5'
RAIN BIRD
1806-SAM-1PRS-MPR-NP-154
y
RAIN BIRD
1806SAM-PRS-M1PR-NP-15H
2.0
RAIN BIRD
1$06-SAM-1PR8-M1PR-NP-15F
8
RAINBIRD
5702-1PRX-12P-C0M-2SST
30
SPRINKLER ADJUSTMENT REQUIRED
1806-SAM-PRS-MPR-1NP-5CST
Ql
RAIN BIRD
5006-PC-SAM-M1PR-25Q
Q2
RAIN BIRD
5006-PC-SAM-M1PR-25H
Q3
RAIN BIRD
5006 -FC -SAM -MPR -25F
04
RAIN BIRD
5006-1PC-SAM-MPR-30Q
QS
RAIN BIRD
5006 -PC -SAM -MPR -30H
06
RAIN BIRD
5006 -FC -SAM -MPR -30F
DESCRIPTON RAD.
GPM
PSI
DIAGRAMMATIC PLAN
w�
W
THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED
QUARTER SPRAY HEAD
5'
.10
30
AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN
HALF SPRAY HEAD
5'
2.0
30
PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE.
QUARTER SPRAY HEAD
8'
.26
30
SPRINKLER ADJUSTMENT REQUIRED
HALF SPRAY HEAD
8'
.52
30
FULL SPRAY HEAD
8'
1.05
30
THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS
QUARTER SPRAY HEAD
12'
.65
30
FOR OPTIMUM PERFORMANCE AND PREVENT OVERSPRAY ONTO WALKS AND
HALF SPRAY HEAD
12'
1.3
30
ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST
FULL SPRAY HEAD
12'
2.6
30
DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS. CONTRACTOR TO USE
QUARTER SPRAY HEAD
15'
30
HALF SPRAY HEAD
15'
.92
1.85
30
PRESSURE COMPENSATING SCREENS WHEN RADIUS IS REDUCED MORE THAN FIFTY
FULL SPRAY HEAD
15'
3.7
30
50°1°
PERCENT (50%).
QUARTER SPRAY HEAD
8'
,26
30
FIELD CONDITIONS
HALF SPRAY HEAD
8'
.52
30
DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE
FULL SPRAY HEAD
8'
1.05
30
DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR
QUARTER SPRAY HEAD
12'
.65
30
GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE
HALT= SPRAY HEAD
12'
1.3
30
FULL SPRAY HEAD
12'
2.6
34
CONTRACTING OFFICER. IN THE EVENT THAT THIS NOTIFICATION IS
NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY
QUARTER SPRAY HEAD
15'
.92
30
HALF SPRAY HEAD
15'
1.85
30
REVISIONS REQUIRED.
FULL SPRAY HEAD
15'
3.7
30
SWING JOINTS
STREAM BUBBLER
2X6'
.09
30
INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING JOINTS, USING STREET ELLS,
AS PER DETAIL.
ROTOR HEAD
23'
.74
25
ROTOR HEAD
23'
1.44
25
MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED
ROTOR HEAD
23'
2.78
25
THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE
ROTOR HEAD
29'
1,03
25
ANDA MAXIMUM DEMAND AT THE POINT OF CONNECTION, AS NOTED ON THE PLAN.
ROTOR HEAD
29'
2.15
25
BEFORE INSTALLING THE SYSTEM, CHECK POINT OF CONNECTION AND IMNEDIATELY
ROTOR HEAD
29'
4.24
25
NOTIFY CONTRACTING OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED
GALLONS PER MINUTE IS NOT AVAILABLE.
WATER LINE UNDER PAVING
(CONTRACTOR TO DECIDE IN FIELD WHICH BUBBLER TO INSTALL) ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24" DEEP. ALL LATERAL LINES
CONTRACTOR MUST USE TORO 570 ADJUSTABLE ARC NOZZLES OR 570 V-15
NOZZLES TO AVOID OVERSPRAY AND INSURE FULL COVERAGE. UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 24" DEEP.
FINISH GRADE HIGH POP-UP HEAD THE CONTRACTOR IS REQUIRED TO USE 570Z -COM (CHECK-O-MATIC) SYSTEM COVERAGE
I POP-UP BODYS ON ANY HEADS ON A SYSTEM WITH 3' OR GREATER THAN THE IRRIGATION CONTRACTOR IS TO ADJUST HEAD LOCATIONS IN THE FIELD IN
ELEVATION CHANGE- OR AS NEEDED IN FIELD, ORDER TO GUARANTEE 100% COVERAGE. CONTRACTOR TO CONTACT THE
THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10' NOZZLES AS REQUIRED IN CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGES) RESULTING IN
THE FIELD. ANY HEADS THE NEED A REDUCTION OF MORE THAN 50 % OF THE
LISTED SPRAY PATTERN WILL REQUIRE TORO PCD SCREENS. ADDITIONAL COST TO THE OWNER
DOMESTIC WATER METER - REFER TO CIVIL PLANS.
® FEBCO 825Y 2" REDUCED PRESSURE BACKFLOW PREVENTER IN LEMUR VANDAL -
12" MIN. RESISTANT STEEL MESH ENCLOSURE - SEE DETAILS
NIBCO T-113 GATE VALVE (3" OR SMALLER) - LINE SIZE
Locate in a 10" round lockable plastic valve box.
LATERAL LINE, SIZE PER SUPERIOR 950DW SERIES REMOTE CONTROL VALVE (SIZE INDICATED)
DRAWINGS PVC SCH. 80 NIPPLE, SIZE
AND LENGTH AS REQUIRED Locate in a 12" x18"rectangular lockable plastic valve box per valve.
TYPICAL TWO PLACES All valves and plastic valve boxes to be numbered.
(D DATA INDUSTRIAL MODEL 228 PV "IR" FLOW SENSOR
PVC SC. 40 PVC TEE SXSXT RAINBIRD QUICK COUPLER 33D -Locate in a 10" round lockable plastic VO VC box
STREET ELBOW OR ELBOW } PVC SC. 40 oR ELeowsxsxT} @ 150' o.c. maximum. Support with a rebar stake at 18" long and two house clamps "
STREET ELBOW each.
PVC SCH. 40 ELBOW PVC SC. 40 PVC SC. 40
STREET ELBOW STREET ELBOW
AUTOMATIC CONTROLLER LOCATION
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
T FLOW SENSOR
DIAMETER SAME SIZE
AS FLOW METER SIZE
REMOTE CONTROL VALVE
POP-UP SPRINKLER HEAD
MASTER CONTROL
VALVE
MINIMUM DISTANCE DOWNSTREAM
5X DIAMETER OF FLOW METER SIZE
FLOW METER
PVC SCH. 40 ELBOW
NOTES, Provide controller charts per City requirements.
1. LOCATE HEADS 6" FROM SIDE WALK, CURB ETC. Contractor to also install a WCS 'Rainguard' Rain shutoff: device @ the controller. Locate
2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS in a vandal resistant area free from overhead obstruction and outside of the
AND CORNERS.
3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD. irrigation spray pattem.
4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNDER HEAD
USING SCHEDULE 80 NIPPLE.
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.
y PVC CLASS 200 LATERAL LINE- 12" COVER IN PLANTING AREAS.
HEAD PVC SCHED. 40- 24" COVER UNDER PAVINGHIGH PSP -UP SPRINKTER
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
0 12" INDICATES CONTROLLER
LEGEND - USE CARSON VALVE BOXES. INDICATES VALVE GPMINDICATES VALVE SIZE
1. 10" DIAMETER CIRCULAR VALVE BOX.
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
IRRIGATION DESIGN CRITERIA
Name of Water Supplier: West Valley Water District 3104105
Pressure Given By: Lon Tsai @ Engineering (909) 875-1804
HGL - 1884 HIGH -32' LOVA
ZONE 6
HIGHEST ELEVATION ON THIS SYSTEM 1648
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.
DEFERENCE ONLY
CITY OF FONTANA
LANDS CAPE PLANS
c"I
eY'TR. 1 b$ 72, -1 AS SHOWN
= 'Y, Toscana Ln. & Vienna Ln. Entries WEI
RD, RP & Lot A Park Landscape Plans 05/31/05
TT 7=100L MY ErUNMR �RCX- 5= Exp. DATE 3963 14
5 li T e S CAP IE5,
Landscape Architecture
and Planning
3195-B Airport Loop Drive
Costa Mesa, CA 92626
Richard Polharnus, License CA -#2782
(949) 644-9370 (714) 210-3140 FAX
S.V �ANOSC4pE'
y~� � pN.
qr 2782
ar
CAI��o
DWN CHK
DATE 05-31-05
jos * 0S-016
L11
of
w�
W
Q
Z
0
a
Z
F"
w
S.V �ANOSC4pE'
y~� � pN.
qr 2782
ar
CAI��o
DWN CHK
DATE 05-31-05
jos * 0S-016
L11
of