HomeMy WebLinkAboutR-41160167-i
PVC MAINLINE
TYPICAL VALVE, FILTER,
PRESSURE REGULATOR.
TYPICALOFFSET
T FROM
HARDSCAPE, 4'
FROM PLANTED
AREA
TYPICAL OFFSET 2" FROM
TYPICAL LATERAL HARDSCAPE, 4" MOM
PIPE FROM VALVE PaNTED!pEp
ASSEMBLY, SIZE\III
PER PLAINS.
POLYETHYLENE OR PVC
SUPPLY HEADER, SIZE AS PER
HEADER SIZING CHART.
F.
IM
MIMI
BEELINE SPACING AS -
NOTED.
TYPICAL TECHUNE TUBING
LATERALS WITH EMITTER
SPACING AS NOTED. STAPLE
(TLS6) AT ALL TEES, ELLS,
AND AT 5' O.C. AT CLAY, 4'
O.C. AT LOAM, OR 3' O.C. AT
SAND.
MANUAL LINE FLUSHING -
VALVE PLUMBED TO EXHAUST
HEADER, AS FAR FROM THE
SUPPLY HEADER AS
POSSIBLE.
FLUSHING VALVE AT EA
F EXHAUST END.
END FEED EXAMPLE CENTER FEED EXAMPLE
1 TYPICAL HUNTER HDL DRIP LINE REQUIREMENTS
PLD MAXIMUM LENGTH OF SINGLE LATERAL (FEET)
DRIPPER SPACING
12"
18"
24"
DRIPPER FLOW
0.26
0.4
0.6
0.9
0,26
0.4
0.6
0.9
0.6
0.9
RATE (GPH)
15
127
109
86
65
177
151
120
91
152
116
w
25
427
325
256
194
604
459
361
274
458
348
0
35
539
409
322
244
763
579
456
346
580
440
0.
=d
45
618
469
369
280
877
664
523
397
666
506
PLD FLOW PER 100 FEET
DRIPPER
0.26 GPH DRIPPER
0.4 GPH DRIPPER
0.6 GPH DRIPPER
0.9 GPH DRIPPER
SPACING
GPH
GPM
GPH
GPM
GPH
GPM
12"
40,00
0,67
61.00
1.02
92.00
1.53
18"
E
26.67
0.44
41.00
0.68
61.00
1.02
24"
N/A
N/A
31.00
0.51
46,00
0.77
SUPPLY AND EXHAUST HEADER SIZING CHART UNLESS NOTED ON PLANS )
STEPI: ADD LENGTH OF ALL TECHUNE LATERALTUBING CONNECTEDTO THE HEADER.
STEP2: DIVIDE THIS TOTAL LENGTH BY 100 TO INDICATE THE LENGHT IN UNITS OF 100.
STEPS: LOCATETHE GPM THATAPPUES FOR EACH UNITOF 100 FEET LENGTH ON THE CHART
'TECHUNE FLOW PER 100 FEET'. MULTIPLYTHIS GPM NUMBER TIMES THE UNITS OF 100 FEET
FOR THE TOTAL GPM AT THIS HEADER.
STEP 4: SIZE THE HEADER WITH THE FOLLOWING:
1 TO GPM: 314" HEADER. 6 TO 10 GPM: 1-HEADER.
10 TO 20 GPM: 1 1/4' HEADER. 20 TO 30 GPM: 1 1/2" HEADER.
PLD GENERAL GUIDELINES FOR WATERING TIME
20'X14' JUMBO PLASHe-
TURF SHRUB & GROUND COVER TYPICAL START CONNECTION VALVE BOX.
ON EXHAUST HEADER.
CLAY LOAM SANDY CLAY LOAM SANDY
TOTAL LENGTH OF TECHUNE TUBING
DIPPER FLOW (GPH) 0.26 0.4 L
0.26 0.4 0.6 IN THIS AREA CAN NOT EXCEED THE 2-ABOVE GRADE AT
MAX. LENGTH OF RUN. SHRUBS.
DRIPPER INTERVAL 18" 12" 18" 18" 12" TYPICAL START CONNECTION ON
SUPPLY HEADER. SET BOX FLUSH AT
LATERAL (ROW) SPACING 18"-22" 18"-25 18"-24" 18"-24" 16"-20" TURF.
SEE
APPLICATION RATE (IN/HR) .19-0.15 .43-.35 .19-.21 .29-.21 .72-.58 SU&HEADER
DE AIL.
TIME TO APPLY 1/4" 79-100 35-43 79-107 52-71 21-26 IRREGULAR -�
AREAS: TRIANGULAR TYPICALTECHUNE START -I Ii
CONNECTION. - 111 1I 11
WATER SOURCE: PARKING ISLAND TYPICAL LAYOUT
DRIP VALVE.VALVE OR F SUPPLY
LATERAL FROM HEADER MANUAL UNE FLUSHING VALVE.
VALVE.'IIILmIIIL�IIITL,III�IIIW'III-ITIIIIIIIITTF TOP OF SLOPE. TECHUNE CV WTERAL TUBING.
YA PVC SUPPLY LATERALS PARALLEL TO THE
DRIPPER LINE
TYPICAL SUPPLY HEADER. CONTOURS OF THE SLOPE.
PIPE.
TYPICALTECIALIPVC EXHAUST HEADER.
if TUBIN .PVC ORNE CH MAXIMUM SLOPE.
EXHAUST CHANGE WITHOUT CHECK
HEADER VALVE. IF GREATER, COP M NVENTIONAL
SUO
NAL
T F INSTALL INURE CHECK CONVENTIONAL
EXHAUSPOLY T
PLY HEADER.
OFTALTHECOMAINED LSANENGTH CHECKLONGEST CALVES EVERY 54'IN ELEV. SPACING.
EXHAUST HEADER. COMPARE TO THE SANG ILATERCHART FOR
CHANGE.
MANUAL LINE MAK.LEETH THECHART FOR LENGTH
TFOF MAX. COTTOM I M OFNVENTIONAL
SLOPE:
�l FLUSHING VALVE IV MAX.LENGTH OF SINGLE LENGTH OF SINGLE CONVENTIONAL SPACING PI
PLUMBED TO PVC L4TERAL LATERAL 25%.
OR POLY HEADER. ISLAND IRREGULAR BRANCHING OUT JOINING LATERALS SLOPE FEED LAYOUT REMOTE CONTROL
LAYOUT ODD CURVES LATERALS VALVE ASSEMBLY.
J N.T.S.
1V DIAMETER VALVE BOX.
COIL 24" TO 30' OF DRIP TUBING IN THE BOX.
Y'DRIP TUBING
SET CONTROLLER 60" ABOVE
FINISHED GRADE UNLESS
INSERTBALLVALVE
OTHERWISE NOTED.
CONTROLLER AS SPECIFIED.
)i DRIP TUBING.
SECURELY BOLT CONTROLLER
STANDARD VALVE BOX
TO WALL. INSTALL BACKUP
GRADE
BATTERIES AS REQUIRED.
GROUND AS PER MFG.
�FINISH
- - - - -
SPECIFICATIONS.
\� \ 777
//�ii-I-I-I
�-ICI-I� I_Imlllmll
I ICI -ICI- I-III=ICI-I�
III -III -III = -I
II II II
II I=
RG
II II II
1 II II lll
1 1/2" DIAMETER RIGID
STEEL CONDUIT FOR
PVC LATERAL FROM
-III-III=
--III-
RCV WIRES.
VALVE
PVCLATERALTODRIP II_
AREA -
III -III
FLOW
Q � 4- THICK LAYER OF WASHED GRAVEL. FINISHED GRADE. - -
THE BOX SHALL REST UPON THE
ROCK BED. DO NOTE MEND GRAVEL �-III-II
INTO BOX. - - -� -III-� I'
HFR-Oxx-wa 6'WASHED GRAVEL SUMP �' LONG SWEEP ELL. -III- I_II
GEOTECHNICAL CLOTH- \\' USE PVC SCR. 40
WRAP UP SIDES
RFI DWI (:RARE
HUNTER HFR-OXX-XX FILTER REGULATOR
NT8-
328413 46-05
DRIP FLUSH VALVE - SUB -SURFACE
WALL MOUNT CONTROLLER -BATTERY OPERATED
8234134986 \�:'/ NTS
DETAILFILE
HUNTER WRC WIRELESS RAIN SENSOR
328413.56-07
32S,KGS303
CONTROLLER WIRE WITH 301NCH LINEAR LENGTH
OF COIL, WITH PLASTIC I.D. TAG AND
WATERPROOF CONNECTORS.
RCV AS SPECIFIED.
FILTER AS SPECIFIED.
I / N W/SHORT
/ NIPPLES.
III)
BOX EMEWIONS AS
NEEDED
TWO 6=16 CONCRETE BLOCK CAPS, ONE
TEE AT MAINLINE. ON EACH SIDE OF THE BOX.
GEOTECHNICALCLOTH P 6" DEEP? WASHED GRAVEL SUMP
UP SIDES.
1" DRIP VALVE/FILTER
NTS
WON UNE
TRENCHING DETAIL
MS
PAVING MATERIAL
FINISHED GRADE _
11=,1111
PAVING SUB BASE
NATIVE SOIL BACKFILL
COMPACT TO 95% COMPACTION
PVC LATERAL LINE
PVC MAIN LINE -
SLEEVE
AS SPECIFIED-
BACKFILL WITH 100% COARSE
WATER JET & MECHANICALLY
TO 90% OPTIMUM DENSITY.
ALLOW 48 HOURS TO SETTLE,
AND BACKFILL AND COMPACT
WITH NATIVE SOIL.
1 4" MIN. BEDDING
DETAIL -FILE
. mill -
Mail
WIDTH VARIES
4"
MIN.
4" MIN.
NOTE:
COMPACTED
NATIVE
SOILS
ONLY
MAY
BE
USED
UNDER
WALKWAYS.
SLEEVE DETAIL
CURRENT PLANNING O
Clark Close 09/02/2020
328408.76-18
PIDI:1C
328409J620
4218 SW Alaska St, Suite G
Seattle, WA 98116
206. 933. 1257
W ww. rhodesarchitecture.com
Tim Rhodes. RA. AIA . Architect
" REGISTERED
ARCHITECT
Q DATE ISSUE
RESOURCE
INTEGRATED SITE WATER PLANNING
474242NDAVE SW N539 SEKTRE 90116
WWN.RESOURCEISWP.COM 20641B0558
a�rcl9atioq O
V
CID a
99'
C4l/DN ASSOI
THOMAS LANG 58178
50% CONSTRUCTION
DOCUMENTS (VE)
Drawn By: TK
Oral By:
Directory:
Sheet Size: 30' x 42"
Project Name: C I TC
HEADQUARTERS
Project Address:
1300 Bronson Way N.
Renton,WA 98057
Sheet The:
Irrigation
Details
Sheet Number:
LIRA
Sheet 58 of 58
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