HomeMy WebLinkAbout3392-9SPRINKLER HEAD LEGEND
SYMBOL DESCRIPTION MNFTR. MODEL ARC P.S.I. G.P.M. RADIUS
PRESSURE REGULATOR IF
SHRUB POP-UP SPRAY TORO 570Z -12P -COM 180 H 30 .19 5 FF.
ANCHOR ROD
U
BOX TO BE PLACED AT RIGHT ANGLE TO
REQUIRED. SET AS SHOWN REDUCE PRESSURE
ON SITE DRAWING BACKFLOW PREVENTER
'7 SHRUB POP-UP SPRAY TORO 570Z -12P -COM 180 H 30 .50 8 FT.
ftwupa
HARDSCAPE EDGE w/ VALVE # ETCHED IN LID
STRAINER #40 BRASS NIPPLE
V SHRUB POP-UP SPRAY TORO 570Z -12P -COM 90 Q 30 .40 10 FT.
V SHRUB POP-UP SPRAY TORO 570Z -12P -COM 180 H 30 .71 10 FT.
12"X18" PLASTIC BOX AND COVER WITH
MESH MODEL (4 PLACES)
BRASS ELBOW
T SHRUB POP-UP SPRAY TORO 5702 -12P -COM 360 F 30 1.50 10 FT.
LOCK TOP
BRASS ELBOW
BRASS UNION
'7 SHRUB POP-UP SPRAY TORO 570Z -12P -COM 90 Q 30 .50 12 FT.
CURL TYPE EXPANSION LOOP (MIN.24")
BRASS PIPE
PORT
SHRUB POP-UP SPRAY TORO 5702 -12P -COM 180 H 30 1.09 12 FT.
ELEVATION
WATERPROOF WIRE CONNECTION 12"OR
HARDSCAPE
RELIEF
BRASS BALL_ BALL
VALVELOOSE KEY < ----BRASS
OSE BIB 18 VALVE
SHRUB POP-UP SPRAY TORO 570Z -12P -COM 2P -COM 90 Q 30 .85 15 FT.
SHRUB POP-UP SPRAY TORO 5702 -12P -COM 180 H 30 1.65 15 FT.
CHRISTY'S I.D TAG (STANDARD) AS NOTED
BRASS PIPE LOCK BOX
ANCHOR ROD (TYP.)
SECURE TO SOLENOID PIGTAIL
FINISH GRADE 3/4"
7: E13. #4 REBAR
18
GENERAL IRRIGATION LEGEND
1-1/2" WATER METERS POINT OF CONNECTION; VERIFY EXACT LOCATIONS IN FIELD.
1-1/2" SUPERIOR MASTER VALVES; 3100 SERIES, BRASS, NORMALLY CLOSED.
.... ........ .. . . ... .....
• 4*
FDOTING/FOUNDATION
(D INSTALL WITH 1-1/2" FLOW SENSOR; DATA INDUSTRIAL IR SERIES, BRASS.
BRASS; SIZE AS NOTED ON PLAN.
�CN
SUPERIOR REMOTE CONTROL VALVE; 950 DW SERIES
12"MAX. TOP:11 12"
E PRESSURE
PRESSURE STABILIZE
SUPPLY LINE (TRUST BLOCK) FRONT SUPPLY LINE
(DISCHARGE)
NIBCO T-136 SERIES GATE VALVE. LINE SIZE.
ELEVATION
SOLENOID
OF VALVE
(INTAKE)
RAINBIRD 33DRC 19mm (OR 3/4") QUICK -COUPLING VALVE WITH LOCKING COVER.
r%L- NON -PRESSURE
18" MIN
FEBCO 825YA 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTERS.
INSTALL PER MANUFACTURER'S SPECIFICATIONS AND PER LOCAL CODE.
0
J
LINE FITTING
_��UNION CONNECTION
........................ 1. ACKFLOW ENCLOSURE
--3/41 GRAVEL (SEE NOTE BELOW)
INSTALL WITH VANDAL -RESISTANT STEEL ENCLOSURE BY LEMEUR OR EQUAL.
.111do
N
---,-%;C--PEA GRAVEL
. �e,.t� (MIN.3 CU. FT.)
��VC
BRASS ELBOW
.1 �
6'L .............
SCHEDULE 40 PVC MAINLINE 2" & SMALLER; SIZE AS NOTED ON PLAN; BURY 18' MINIMUM BELOW F.G.
BURY 18" MINIMUM BELOW F.G
TRW-
SCH. 40 MALE ADAPTOR PVC LINE PIPE
BRASS UNION
CLASS 315 PVC MAINLINE 2-1/2 & LARGER; SIZE AS NOTED ON PLAN;
......
PVC ELBOW (TYP. 2 PLACES)
CLASS 200 PVC LATERAL LINE; SIZE AS NOTED ON PLAN; BURY MINIMUM 12" BELOW FINISH GRADE.
CAP
PVC LINE PIPE
B BRASS BALL RASS BAL
VALVE
SCHEDULE 40 PVC SLEEVING; SIZE AS NOTED ON PLAN; EXTEND 12" BEYOND EDGE OF PAVING/ROCK.
NOTES:
COMMON WIRE PVC SUPPLY LINE FITTINGS(SXSXS)
CONTROL WIRE
L
#4 REBAR
PLAN
TORO NETWORK 8000 32 -STATION CONTROLLERS.
VERIFY EXACT LOCATION WITH AGENCY'S REPRESENTATIVE.
1. ALL PLASTIC PIPE TO BE INSTALLED ACCORDING TO THESE DETAILS UNLESS OTHERNSE NOTED OR DETAILED.
END
CONTROLLER TO BE INSIDE STEEL ENCLOSURE BY V.I.T. STRONG BOX.
2. THE PORTLAND CEMENT CONCRETE USED FOR THRUST BLOCKS SHALL BE 420-C-2000 CONCRETE.
3. ALL ANCHOR RODS SHALL BE GALVANIZED STEEL, MIN. 1/2 INCH DIAMETER, WRAPPED AROUND PIPE.
STATION #
4. SIZE OF THRUST BLOCKS SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.
NOTES:
mil ((IIS
5. THRUST BLOCKS SHALL BE USED FOR PLASTIC PIPES WITH 2" DIAMETER OR LARGER.
6. FLOW DIRECTIONS INDICATED BY
1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED
2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 FT. APART.
NOTES i 1. BACKIFLOW ENCLOSURE, LE MEUR 2. CONTRACTOR SHALL FORM ENCLOSURE BASE
VALVE SIZE
3, USE TEFLON TAPE ON ALL THREADED FITTINGS.
OR EQUAL 24'X60'X36' HIGH AND REQUEST INSPECTION PRIOR TO POURING
7. ALL MEWS ARE PLAN VIEW UNLESS OTHERWISE SHOWN.
4. ONE VALVE PER VALVE BOX
HINGED AT ONE END SECURE TO FOOTING FOUNDATION,
GALLONS PER MINUTE
B. THRUST BLOCKS FOR 4" & 6' PIPE SHALL PROVIDE 6 SQ. FT. OF CONTACT AREA.
6'X81 FOOTING W/41 J BOLTS 3. CONTRACTOR SHALL USE 520-C-2500 CONCRETE.
(EQUIPMENT TO BE CENTERED
INSIDE HOUSING) - POWDER -COATED
NOTE: DRAWN LOCATIONS OF IRRIGATION EQUIPMENT ON PLANS ARE DIAGRAMMATIC FROM
FOREST GREEN COLOR,
ACTUAL LOCATIONS FOR CLARITY PURPOSES.
THRUST BLOCKS
F REftOTE CONTROL VALVE
D BACKFLOW PRE EN TER
A IRRIGATION LEGENDS
NOTE:
1. LOCATE QUICK COUPLER VALVES NO FURTHER
THAN 12" FROM ALL FINISHED SURFACE EDGES.
LEGEND
------------ - -
NOTE:
ALL POWER WIRES, GROUND WIRES ETC. SHALL BE
2. USE TEFLON TAPE ON ALL MALE PIPE THREADS.
1 STAINLESS STEEL ENCLOSURE
3 rn`� STRONG BOX MODEL SB-24SS/120V
SEPARATELY SLEEVED AND SWEPT THROUGH
ENCLOSED PAD WITH SCH 40 RIGID CONDUIT
ALL SLEEVING SHALL BE A MINIMUM OF 18' BELOW
VALVE BOX W/LOCK
FINISH GRADEi
"f-8
h 0 2 8" X 8" METER
i _ER WINDOW (FACES STREET)
FINISHED GRADE. ALL SLEEVING IS A GRAPHIC REPRESENTATION
OF A TYP. INSTALLATION,
IRRIG.
z
CONT,
FINISH GRADE
CHAMFER EDGE
9 : 3 METER DOOR'
_j 3
4 4 CONTROLLER DOOR
SIZE OF EQUIPMENT 46'W X 18'D X 54' HIGH
AND
SIZE OF CONIC. SLAB 52'W X 24'D X 81 THICK
W/#4 REBARS AT 12 0 C. TYP
18"
5 5 STEEL FRAME'
QUICK COUPLING VALVE
r4"
6 BOLT FRAME TO CONC. SLAB.
8' DIA, X 12' D.
10" ROUND CONCRETE VALVE BOX
W/ CAST IRON HINGED LOCK LID
THREADED BRASS RISER
MARKED "QC".
7 FINISHED CONIC. SLAB SURFACE
z E!
8 ELECTRIC METER
BOTTOMLESS GROUND WELL
WITH PARKWAY COVER,
3' FILL WITH PEA GRAVEL
�p
BRASS ALE ADAPTOR
VC M
GATE VALVE
SAME SIZE AS VALVE
PEA GRAVEL INSIDE VALVE BOX & 4"
STAINLESS STEEL THICK BELOW MESH.
BAND CLAMPS
SIDE VIEW FRONT VIEW 9 IRRIGATION CONTROL BOARD
#4 REBARS
YP. 5/8'DIA X 10' DRIVEN GROUND
4'
ROD PER ARTICLE 250-81
OF 1990 NEC
............... ..........
If z M_AINLINE
DOUBLE SWING JOINT W/•
NOTES:
2' x 4' RWD BLOCK
THREADED SCH. 80 NIPPLES
BRASS ELBOWS & ST. ELLS
1. EXACT LOCATION OF CONTROLLER SHALL BE AGREED UPON BY EDISON, CITY
2
LANDSCAPE INSPECTOR, AND CONTRACTOR PRIOR TO ANY TRENCHING OR WIRE
PVC TEE SCH. 80
BRICK CONTINUOUS
PLACEMENT.
2. PROVIDE 100A METER AND 50A 2P MAIN C B WHERE INDICATED.
3. PROVIDE PANEL BOARD WHERE NECESSARY.
PROVIDE 20 AMP
2 POLE BREAKER M
FOR NEW PUMPS
1 CU. FT. PEA GRAVEL
PVC ELL SCH. 80
24" MIN. NO. 4
REBAR STAKE
BRASS NIPPLE 6" LONG MIN.
4. CONDUIT AND CONDUCTOR SIZES ARE BASED ON NON-METALLIC CONDUIT AND
COPPER CONDUCTORS WITH "THNN/THWN" INSULATION.
WHERE APPLICABLE PUMP RETE
XTRA�MONNTING
TEMPLATE S
50 A SLAB
2P SIGNAL -----------
1/2" GALV. W.W.
MESH 18/19 GAUGE.
PVC MAIN LINE SCH 80
5. TERMINATE LINE VOLTAGE SUPPLY AT A "HANDHOLE" PER S.C.E. COMPANY
REQUIREMENTS. VERIFY TERMINATION AND EXACT LOCATION WITH S.C.E. CO.
120/240 POWER
0 3W
12 CIR
WRAP 6" UP OUTSIDE
PRIOR TO TRENCHING.
PANEL
Vj IT FOR
OF VALVE BOX.
GROUND ROD
INSTALLATION
2 EXTRA I' CONDUITS
FINISHED GRADE
Z
QUICK COUPLER VALVE
IN I
COQTROLLER E1%.LOSURE
6GATE
B VALVE
GROUND FOR ELECTRICAL
NOTE:
1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES WITH LABELS UP.
1#6
OF 14
WHITE WIRES
FINISH GRADEA -INSTALL HEAD 3/4" ABOVE FINISH GRADE TYP.
2. BUNDLE & TAPE WIRING @ 10' INTERVALS. TAPE TO SIDE OF PIPE.
IN TURF AREAS AND 1-1/2" IN GROUND COVER/
(COMMON)
3. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE OF DIRECTION GREATER THAN
SHRUB AREAS.
1. TORO NETWORK 8000 MODEL #132-86-08, 32 -STATION FIELD SATELLITE
BLUE
30 DEGREES. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE.
CONTROLLER. CONNECT 110V POWER FROM EXISTING HANDHOLE LOCATION TO
WATERPROOF ALL
4. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS
NEW METER AND CONTROLLER PER LOCAL CODE AND EDISON REQUIREMENTS.
WIRE CONNECTIONS . ....... .
OF PIPE WHERE PIPE RUNS UNDER PAVEMENT OR ROADWAYS, DEPTH DIMENSION
12" POP-UP SPRAY HEAD.
AS PER STD.
SHALL BE TAKEN FROM BOTTOM OF SUB -BASE.
REFER TO LEGEND FOR
2. MOUNT TORO NETWORK 8000 CONTROLLER IN V.I.T. STRONGBOX STEEL
5. PIPES SHALL HAVE A MIN. 6" HORIZONTAL CLEARANCE BETWEEN THEM.
NOZZLE. INSTALL PLUMB
AND UNIFORM THRU-OUT.
ENCLOSURE MODEL SB-24SS/120V WITH ELECTRICAL METER.
RED
BLACK MASTER CONTROL
6. THE CONTRACTOR SHALL PROVIDE PIPE SLEEVES OR CONDUIT WHEN RUNNING
3. PROVIDE RAINMASTER 32 PC "PIGTAIL" FOR REMOTE CONTROL OPERATION.
VALVE
UNDER ASPHALT OR CONCRETE 24" MIN.
PVC ELLS SCH. 80
FLOW SENSOR
7. FINE GRANULAR MATERIAL SHALL BE PLACED ON ALL LINES, NO LARGER
SCH.80 PVC RISER
4. PROVIDE SENSOR INPUT BOARD (SIB)MODE #995-63 TO INTERFACE WITH
DIAMETER SAME SIZE
THAN 1/2" IN SIZE. THIS WILL BE PERMITTED IN THE INITIAL BACKFILL
PVC SCH 40 LATERAL LINE
- SAME SIZE AS
FLOW METER AND RAIN SHUT OFF DEVICE.
AS FLOW METER SIZE
MEASURED 6" FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH
SPRINKLER HEAD
CAN BE FILLED WITH MATERIAL SCREENED 2" MINUS.
INLET.
5. PROVIDE RADIO LINK KIT #89-7611 TO COMMUNICATE WITH CENTRAL
COMMAND. ALL RADIO EQUIPMENT SHALL BE COMPATIBLE WITH VHF.
MINIMUM DISTANCE DOWNSTREAM
6 FINISH GRADE
80 PVC TRIPLE SWING JOINT ASSEMBLY.
5X DIAMETER OF FLOW METER SIZE
SAME SIZE AS SPRINKLER HEAD INLET.
6. PROVIDE GROUND ROD AND SURGE PROTECTION FOR EACH SATELLITE
NOTE:
1. TILT SPRAY HEAD TO BEST SUIT SITE CONDITION
CONTROLLER.
MINIMUM DISTANCE UPSTREAM
1OX DIAMETER OF FLOW
11
AND PROVIDE PROPER COVERAGE.
2. USE TEFLON TAPE ON ALL MALE PIPE THREADS.
7. CONTACT: CURTIS NEWMAN, CALIFORNIA TURF, (619) 520-6181, (619)
METER SIZE
3. INSTALL HEADS PLUMB AND UNIFORM THRU-OUT PROJECT
793-3999 PAGER, (800) 774-8873 MAIN OFFICE; OR EQUIVALENT.
CO LATERAL LINE
GRANULAR BACKFILL
MAINLINE
Y
HI -POP SHRUB SPRAHE
MASTER VALVE'
CON TR 0" LLER
C FLOW �SENSOR RECORD DRAWIN6
_-7 CONTROL WIRES
1?EC0flDDRA1A11A1Cq-311M,7_
1-66
P)3.,
J. 13-0
CITY OF FON TAN A, CALIFORNIA
CLEAN
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
0tADSCA EEE17 Hall & an Inc.
ye LANDSCAPE IMPROVEMENT PLANS
BACKFILL
uk_ T.
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
r
ET
DRAWN BY: SCALE:
No. 384 A Civil Engineering •- Planning •- Surveying - Public
Works SUMMIT AVENUE
AND CARRIED FORTH IN A DILIGENT MANNER, THE
C-3
Elf 9130 Anaheim Place #120 -Rancho Cucamonga, CA 91730-909-484-9090
HF AS SHOWN
DESIGNED BY: DETAILS DATE:
Exp. 11 /3 04
LARIqSCAPE IRIGATION
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
s Q PREPARED UNDER THE SUPERVISION OF:
MAY 2004
REV.
K TRENCHING
PLANS TO BRING THEM INTO CONFORMANCE WITH
OF- cm_\F
V. CHECKED BY:
APP�RdVED DWG. NO.:
9
REVISION DESCRIPTION
STANDARDS IN EFFECT.
MICHAEL T. HARADA R.L.A. 3848 DATE:
MH
DATE 3392
CITY -ENGINEER R.C.E. M 152 LD-
10
DATE
ENGR.
CITY
DATE