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90
DEGREE
SCHED. 40
PVC ELL —
SCHED.
80
PVC
—4
NIPPLE
SCHED.
80 PVC
NIPPLE
CARSON VALVE BOX
WITH LOCKING LID
OR APPROVED EQUAL
SCHED. 80
UNION
FINISH GRADE
PVC LATERAL LINE
`J VALVE PER
DRAWING
" SCHED. 40 PVC FEMALE
2 CLEARANCE
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1 C.F. SUMP GRAVEL. FILL
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ITROL WIRES
, AUTOMATIC VALVE ASSEMBLY—PVC
A NOT TO SCALE
ri*� TORO SENTINEL TOP
ENTRY IRRIGATION
CONTROLLER
2" CONDUIT FOR
FIELD WIRES UP TO
24 STATIONS
3/4" CONDUIT
FOR GROUND
3 4" CONDUIT
F R INPUT POWER
PER LOCAL &
NATIONAL ELECTRICAL
CODES
Ic-
MIN.
r
2" CONDUIT FOR
FIELD WIRES
25-48 STATIONS
FINISHED SURFACE
SLOPE TO DRAIN
CONCRETE FOOTING
1 2" CONDUIT FOR
S NSOR WIRES
FRONT
CT/OELEVATION
RIGHT—SIDE
SECTION/ELEVATION
NOTE: ALL CONDUITS SHALL EXTEND MIN. 6" BEYOND EDGE OF CONC.
FOOTING AND BE MIN. 18" DEPTH BELOW FINISH GRADE.
�i
COLEEN R. HOUGH
CERTIFICATE N0. 318
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
IRRIGATION CONTROLLER
(STAINLESS STEEL)
V NOT TO SCALE
NOTE:
PROVIDE & INSTALL 4" DIA. DRAIN
PIPE TO A 2'x2'x2I GRAVEL SUMP.
LOCATE SUMP APPROX. 3'-5'
DOWNHILL FROM POINT OF
CONNECTION. ENG. TO REVIEW PIPE
& SUMP LOCATIONS PRIOR TO
INSTALLATION /
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N
MANUAL
GATE VALVE
SCHED. 80
NIPPLE
TO
SUMP
TO METER
2" SHRUB/ —
GROUNDCOVER
AREAS
CARSON BOX W/
LOCKING LID OR
APPROVED EQUAL
REFER TO QUICK
COUPLER RISER
ASSEMBLY DETAIL
FINISH
GRADE
a
SCHED.
80 NIPPLE
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90
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SCHED. 40
PVC ELL —
SCHED.
80
PVC
—4
NIPPLE
SCHED.
80 PVC
NIPPLE
CARSON VALVE BOX
WITH LOCKING LID
OR APPROVED EQUAL
SCHED. 80
UNION
FINISH GRADE
PVC LATERAL LINE
`J VALVE PER
DRAWING
" SCHED. 40 PVC FEMALE
2 CLEARANCE
OO o 0
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SCHED. 40 PVC o„otnoor%c
BUSHING AS REQUIRED SCHED. 80 PVC NIPPLE
�CHED. 40 PVC TEE OR ELL
1 C.F. SUMP GRAVEL. FILL
fC SUPPLY LINE BOTTOM OF BOX AS REQUIRED
ITROL WIRES
, AUTOMATIC VALVE ASSEMBLY—PVC
A NOT TO SCALE
ri*� TORO SENTINEL TOP
ENTRY IRRIGATION
CONTROLLER
2" CONDUIT FOR
FIELD WIRES UP TO
24 STATIONS
3/4" CONDUIT
FOR GROUND
3 4" CONDUIT
F R INPUT POWER
PER LOCAL &
NATIONAL ELECTRICAL
CODES
Ic-
MIN.
r
2" CONDUIT FOR
FIELD WIRES
25-48 STATIONS
FINISHED SURFACE
SLOPE TO DRAIN
CONCRETE FOOTING
1 2" CONDUIT FOR
S NSOR WIRES
FRONT
CT/OELEVATION
RIGHT—SIDE
SECTION/ELEVATION
NOTE: ALL CONDUITS SHALL EXTEND MIN. 6" BEYOND EDGE OF CONC.
FOOTING AND BE MIN. 18" DEPTH BELOW FINISH GRADE.
�i
COLEEN R. HOUGH
CERTIFICATE N0. 318
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
IRRIGATION CONTROLLER
(STAINLESS STEEL)
V NOT TO SCALE
NOTE:
PROVIDE & INSTALL 4" DIA. DRAIN
PIPE TO A 2'x2'x2I GRAVEL SUMP.
LOCATE SUMP APPROX. 3'-5'
DOWNHILL FROM POINT OF
CONNECTION. ENG. TO REVIEW PIPE
& SUMP LOCATIONS PRIOR TO
INSTALLATION /
z
N
MANUAL
GATE VALVE
SCHED. 80
NIPPLE
TO
SUMP
TO METER
2" SHRUB/ —
GROUNDCOVER
AREAS
CARSON BOX W/
LOCKING LID OR
APPROVED EQUAL
REFER TO QUICK
COUPLER RISER
ASSEMBLY DETAIL
FINISH
GRADE
-4" DIA. PERFORATED DRAIN PIPE (SEE NOTE ABOVE)
BACKFLOW PREVENTER ASSEMBLY
C1 NOT TO SCALE
NOTE:
VALVE KEY
HANDLE TO
CLEAR TOP OF
BOX BY 2" MIN.
w
00.
z
FINISH
GRADE
1" DIA SCHED. -
80 PVC PIPE AT
18" LENGTH W/
HOLES FOR "U"
BOLT
MMMMMINNOWMkilm
FA STPUL 016Q ..19)
2" GROUNDCOVER/SHRUB AREAS
VALVE BOX (10" ROUND) HARDSURFACE
12" MIN. (PAVEMENT, WALLS,
CLEARANCE r ETC.)
1" CLEAR
LOCKING NUT & —'
WASHER TYP.
KNOCKOUTS IN BOX TO
FIT OVER PVC PIPE
ANTI—ROTATION DEVICE
6 6
SECTION/ELEVATION
O1 FINISH GRADE O6 PIPE LENGTH MINIMUM 10x PIPE DIAMETER a CONTINUOUS BRICK SUPPORTS
UPSTREAM &MINIMUM 5x PIPE DIAMETER VALVE BOX EXTENSIONS
O2 � �
VALVE BOX &COVER DOWNSTREAM OF STRAIGHT PIPE
AS REQUIRED
OPE -39 COMMUNICATION 7O PVC 45 DEGREE ELL (TYP.) REDUCE DOWN
CABLE WITH 12" MIN. TO FLOW METER SIZE AS NECESSARY 12 PVC MALE ADAPTER (TYP.)
SERVICE COIL AND WATERPROOF
WIRE SPLICE CONNECTORS O8 PVC MAINLINE —LENGTH AS REQUIRED — U3 MASTER CONTROL VALVE
LOCATE UNDER PIPE SEE PLANS FOR TYPE AND DEPTH
4 FLOW SENSOR O GRAVEL (1 C.F.) 14 2" SHRUB/GROUNDCOVER AREAS
O
OPVC 45 DEGREE ELL (TYP-) NOTES:
SEE PLANS, LEGEND AND SPECIFICATIONS FOR
ADDITIONAL INSTALLATION NOTES.
FLOW SENSORIMASTERC ONTROL VALVE DETAIL
C NOT TO SCALE
Perteet 1nc.
425-252-7700 11-800-615-9900
2707 Colby Avenue, Suite 900
Everett, Washington 98201
RENTON
' p =SUMP GRAVEL 3" MIN. DEPTH
>pOpO
QUICK COUPLING VALVE
STAINLESS STEEL "U" BOLT 1/8" MINIMUM
STOCK ANCHOR LOW ON VALVE SNUG TO F1'
1 IIIII1Il I
SUPPORT VALVE BO%�C WITH FOUR (4)
i — BRICKS TYP.
SCHED. 80 PVC NIPPLE
SCHED. 40 PVC TXT 90
SCHED. 80 PVC NIPPLE
r SCHED. 40 PVC STREET ELL
PVC MAINLINE) T— SCHED. 40 PVC TEE OR ELL
QUICK COUPLING VALVE
V NOT TO SCALE
2" SHRUB/GROUNDCOVER
AREAS
6" LONG PVC)
NIPPLE (2" DIA.)
PVC NIPPLE
(2'1 DIA.)
SCHED_ 40 PVC
WEATHERMATIC LOCKING LID OR
APPROVED EQUAL
r—FINISH GRADE
PVC NIPPLE (2" DIA.)
PVC TEE (2" DIA.)
F'VC LATERAL
OR MAINLINE
SCHED. 40
PVC TEE
OR ELL
�-- SCHED. 40
PVC BUSHING
AS REQUIRED
SCHED. 80
STREET ELL II PVC NIPPLE
II I) 90 DEGREE
2 C.F. SCHED. 40'
GRAVEL PVC ELL
SUMP
F
p" "p"( SCHED. 80
�00O O�O� PVC NIPPLE
O O O O
� O 0 O O � O� MANUAL DRAIN VALVE
�OnO OnO�
MIRAFI 140 NWRAP/ COVER �
OVER STREET ELL OPENING R 32683�
OR APPROVED EQUAL �
MANUAL DRAIN VALVE ASSEMBLY
NOT TO SCALE
Drawing No.
CITY OF RENTONDrawn me SCXE
W. CM 6Z1 Z05
,
Hough$�cC g, MAPLE VALLEY HIGHWAY (SR 169) LS6
°1etl"' � L05 I°"` CEDAR RIVER PARK ACCESS IMPROVEMENTS s'"` "°
PLANNING
ARCHITECTURE �� � �� 32
URBAN oEs,�„ � IRRIGATION DETAILS �,3;
SCHED.
80 NIPPLE
SCHED.
80 UNION
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80
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MAINLINE
RAVEL SUMP
4” MIN.
40
PVC
_
DEPTH
2 C.F. GRAVEL
)(
( REFER TO
�"v`
MANUAL
-SUPPORT BOXES
WITH FOUR (4)
SUMP
J
DRAIN VALVE
BRICKS PER BOX
TYP.
ASSEMBLY
DETAIL
-4" DIA. PERFORATED DRAIN PIPE (SEE NOTE ABOVE)
BACKFLOW PREVENTER ASSEMBLY
C1 NOT TO SCALE
NOTE:
VALVE KEY
HANDLE TO
CLEAR TOP OF
BOX BY 2" MIN.
w
00.
z
FINISH
GRADE
1" DIA SCHED. -
80 PVC PIPE AT
18" LENGTH W/
HOLES FOR "U"
BOLT
MMMMMINNOWMkilm
FA STPUL 016Q ..19)
2" GROUNDCOVER/SHRUB AREAS
VALVE BOX (10" ROUND) HARDSURFACE
12" MIN. (PAVEMENT, WALLS,
CLEARANCE r ETC.)
1" CLEAR
LOCKING NUT & —'
WASHER TYP.
KNOCKOUTS IN BOX TO
FIT OVER PVC PIPE
ANTI—ROTATION DEVICE
6 6
SECTION/ELEVATION
O1 FINISH GRADE O6 PIPE LENGTH MINIMUM 10x PIPE DIAMETER a CONTINUOUS BRICK SUPPORTS
UPSTREAM &MINIMUM 5x PIPE DIAMETER VALVE BOX EXTENSIONS
O2 � �
VALVE BOX &COVER DOWNSTREAM OF STRAIGHT PIPE
AS REQUIRED
OPE -39 COMMUNICATION 7O PVC 45 DEGREE ELL (TYP.) REDUCE DOWN
CABLE WITH 12" MIN. TO FLOW METER SIZE AS NECESSARY 12 PVC MALE ADAPTER (TYP.)
SERVICE COIL AND WATERPROOF
WIRE SPLICE CONNECTORS O8 PVC MAINLINE —LENGTH AS REQUIRED — U3 MASTER CONTROL VALVE
LOCATE UNDER PIPE SEE PLANS FOR TYPE AND DEPTH
4 FLOW SENSOR O GRAVEL (1 C.F.) 14 2" SHRUB/GROUNDCOVER AREAS
O
OPVC 45 DEGREE ELL (TYP-) NOTES:
SEE PLANS, LEGEND AND SPECIFICATIONS FOR
ADDITIONAL INSTALLATION NOTES.
FLOW SENSORIMASTERC ONTROL VALVE DETAIL
C NOT TO SCALE
Perteet 1nc.
425-252-7700 11-800-615-9900
2707 Colby Avenue, Suite 900
Everett, Washington 98201
RENTON
' p =SUMP GRAVEL 3" MIN. DEPTH
>pOpO
QUICK COUPLING VALVE
STAINLESS STEEL "U" BOLT 1/8" MINIMUM
STOCK ANCHOR LOW ON VALVE SNUG TO F1'
1 IIIII1Il I
SUPPORT VALVE BO%�C WITH FOUR (4)
i — BRICKS TYP.
SCHED. 80 PVC NIPPLE
SCHED. 40 PVC TXT 90
SCHED. 80 PVC NIPPLE
r SCHED. 40 PVC STREET ELL
PVC MAINLINE) T— SCHED. 40 PVC TEE OR ELL
QUICK COUPLING VALVE
V NOT TO SCALE
2" SHRUB/GROUNDCOVER
AREAS
6" LONG PVC)
NIPPLE (2" DIA.)
PVC NIPPLE
(2'1 DIA.)
SCHED_ 40 PVC
WEATHERMATIC LOCKING LID OR
APPROVED EQUAL
r—FINISH GRADE
PVC NIPPLE (2" DIA.)
PVC TEE (2" DIA.)
F'VC LATERAL
OR MAINLINE
SCHED. 40
PVC TEE
OR ELL
�-- SCHED. 40
PVC BUSHING
AS REQUIRED
SCHED. 80
STREET ELL II PVC NIPPLE
II I) 90 DEGREE
2 C.F. SCHED. 40'
GRAVEL PVC ELL
SUMP
F
p" "p"( SCHED. 80
�00O O�O� PVC NIPPLE
O O O O
� O 0 O O � O� MANUAL DRAIN VALVE
�OnO OnO�
MIRAFI 140 NWRAP/ COVER �
OVER STREET ELL OPENING R 32683�
OR APPROVED EQUAL �
MANUAL DRAIN VALVE ASSEMBLY
NOT TO SCALE
Drawing No.
CITY OF RENTONDrawn me SCXE
W. CM 6Z1 Z05
,
Hough$�cC g, MAPLE VALLEY HIGHWAY (SR 169) LS6
°1etl"' � L05 I°"` CEDAR RIVER PARK ACCESS IMPROVEMENTS s'"` "°
PLANNING
ARCHITECTURE �� � �� 32
URBAN oEs,�„ � IRRIGATION DETAILS �,3;