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(DFINISH GRADE/TURF
O OPERATION INDICATOR
O SUB —SURFACE DRIPLINE:
SEE IRRIGATION SCHEDULE
NOTE:
1. INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIPLINE TUBING.
2. VAN NOZZLE MAY BE SET TO CLOSED, OR IF IT IS DESIRED TO SEE SPRAY FROM
THE NOZZLE, SET THE ARC TO )/4 PATTERN. THE FLOW FROM THE NOZZLE, 0.3
GPM, SHOULD BE ACCOUNTED FOR IN THE SYSTEM DESIGN.
DRIP IRRIGATION DRIPLINE INDICATOR
NOT TO SCALE
E
DRIPLINE CENTER FEED LAYOUT
NOT TO SCALE
INSET A
r---11
DRIPLINE ODD CURVES LAYOUT
NOT TO SCALE
0 Know whafs b@Iow.
p Call before you dig.
1 Dial 811
O1 PVC EXHAUST HEADER
02 PVC SCH 40 TEE OR EL (TYPICAL)
O BARB X MALE FITTING
O FLUSH POINT (TYPICAL)
SEE DETAIL
O PERIMETER OF AREA
( PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM
PERIMETER OF AREA
O7 PVC SUPPLY PIPE FROM CONTROL ZONE KIT (SIZED TO
MEET LATERAL FLOW DEMAND)
( PVC SUPPLY MANIFOLD
( CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE
(TYPICAL)— SEE INSET A
IRRIGATION DETAILS
FOR
CHICK=PIL=A RENTON
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
10 SUB —SURFACE DRIPLINE
11 BLANK TUBING
12 BARB X BARB INSERT TEE OR CROSS:
13 Y2" AIR RELIEF VALVE
14 BARB X FEMALE FITTING:
15 %4" PVC NIPPLE, LENGTH AS NECESSARY
ISDRIPLINE INDICATOR. SEE DETAIL FOR ADDITIONAL INFORMATION
Dripline Maximum Lateral Lengths (Feet)
Inlet Pressure
psi
12" Spacing
18" Spacing
24" Spacing
0.6
0.9
0.6
0.9
0.6
0.9
15
273
155
314
250
424
322
20
318
169
353
294
508
368
30
360
230
413
350
586
414
40
395
255
465
402
652
474
50
417
285
528
420
720
488
60
1 460
1 290
1 596
1 455
1 780
1 514
NOTES: INSET A
1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION.
SEE IRRIGATION SCHEDULE FOR SPACING.
2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE.
3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA.
4. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE
INSTALLED ON EACH FITTING.
NOTES:
1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND
CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS FOR SPACING
2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACCOMPANYING
TABLE.
3. INSTALL AIR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL.
4. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL
CLAMPS BE INSTALLED ON EACH FITTING.
0 PVC SUPPLY PIPE FROM RAIN BIRD ® ARB X BARB INSERT TEE
CONTROL ZONE KIT (SIZED TO MEET
LATERAL FLOW DEMAND) 09 TOTAL LENGTH OF SELECTED DRIPLINE SHOULD
NOT EXCEED LENGTH SHOWN IN TABLE
0 PERIMETER OF AREA
14 13 10 PVC FLUSH HEADER
0 PERIMETER DRIPLINE PIPE TO BE INSTALLED
2"-4" FROM PERIMETER OF AREA 11 FLUSH POINT:
SEE DETAIL
® PVC SUPPLY MANIFOLD
4-6" 12 PVC RISER PIPE
MANIFOLD O PVC SCH 40 TEE OR EL (TYPICAL) 13 TURF OR MULCH
IAL DEPTH O6 BARB X MALE FITTING
14 FINISH GRADE
1 5 4 O SURFACE SEE IIRRIGATION I SLCHEDULE O
15 1/2" AIR RELIEF VALVE: SEE DETAIL
INSET A
12 16 DRIPLINE INDICATOR. SEE DETAIL FOR ADDT'L INFO
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
—
REVISED PER COMMENTS
JV
110.13.23
JV
—
REVISED PER COMMENTS
JV
9.8.23
JV
—
PERMIT RESUBMITTAL
JV
4.20.23
JV
—
SUBMITTAL
JV/LP
1.12.23
LRP
BIG]
REVISION
Iff:_ _--;
2"-
DRIPLINE END FEED LAYOUT
NOT TO SCALE
DRIPLINE IRREGULAR SHAPED LAYOUT
NOT TO SCALE
SURVEYED: RLH I SCALE:
DESIGNED: LP/JV
DRAWN: LP/JV
CHECKED: LP/JV
APPROVED: LRP
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NOTES:
• DISTANCE BETWEEN LATERAL ROWS AND EMITTER
SPACING TO BE BASED ON SOIL TYPE, PLANT
MATERIALS AND CHANGES IN ELEVATION. SEE
DRIPLINE INSTALLATION GUIDE FOR SUGGESTED
SPACINGS.
• LENGTH OF LONGEST DRIPLINE LATERAL SHOULD
NOT EXCEED THE MAXIMUM LENGTH SHOWN IN
THE ACCOMPANYING TABLE.
• AIR RELIEF VALVE TO BE INSTALLED AT HIGH
POINT OF AREA.
• WHEN USING 17MM INSERT FITTINGS WITH
DESIGN PRESSURE OVER 50PSI, IT IS
RECOMMENDED THAT STAINLESS STEEL CLAMPS
BE INSTALLED ON EACH FITTING.
INSET A
O1 PVC EXHAUST HEADER
02 PVC SCH 40 TEE OR EL (TYPICAL)
3O BARB X MALE FITTING:
O FLUSH POINT (TYPICAL)
SEE RAIN BIRD DETAIL 'FLUSH POINT WITH BALL VALVE'
O PERIMETER OF AREA
O PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM
PERIMETER OF AREA
O SUB —SURFACE DRIPLINE
O BLANK TUBING
09 BARB X BARB INSERT TEE OR CROSS:
10 Y" AIR RELIEF VALVE
11 PVC SUPPLY HEADER
12 PVC DRIP MANIFOLD FROM CONTROL ZONE VALVE KIT (SIZED TO
MEET LATERAL FLOW DEMAND)
13 PVC SCH 40 RISER PIPE
14 DRIPLINE INDICATOR. SEE
DETAIL FOR ADDT'L INFO
O1 PVC EXHAUST HEADER
(2)PVC SCH 40 TEE OR EL (TYPICAL)
( FLUSH POINT (TYPICAL)
SEE DETAIL
Dripline Maximum Lateral Lengths (Feet)
Inlet Pressure ps
12" Spacing
18" Spacing
24" Spacing
Nominal Flow (gph
Nominal Flow (gph
Nominal Flow (gph
0.6
0.9
0.6
0.9
0.6
0.9
15
273
155
314
250
424
322
20
318
169
353
294
508
368
30
360
230
413
350
1 586
414
40
395
1 255
465
1 402
652
474
50
417
285
528
420
720
488
60
460
290
596
455
780
514
04 BARB X MALE FITTING
( PERIMETER OF AREA
06 BARB X BARB INSERT TEE OR CROSS
O PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4"
FROM PERIMETER OF AREA
88 SUB —SURFACE DRIPLINE:
F SEE IRRIGATION SCHEDULE
O BLANK TUBING
10 Y2" AIR RELIEF VALVE: SEE DETAIL
(3PVC SUPPLY MANIFOLD
12 PVC SUPPLY PIPE FROM CONTROL ZONE KIT (SIZED
TO MEET LATERAL FLOW DEMAND)
13 TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT
EXCEED LENGTH SHOWN IN TABLE
14 PVC SCH 40 RISER PIPE
15 DRIPLINE INDICATOR. SEE DETAIL FOR ADDT'L INFO
VERTICAL: CITY 0 F
HORIZONTAL: NAD AD 1983/183/1991
RENTON
1;R
VASIV
Planning/Building/Public Works Dept.
NOTES:
• DISTANCE BETWEEN LATERAL ROWS
AND EMITTER SPACING TO BE BASED
ON SOIL TYPE, PLANT MATERIALS
AND CHANGES IN ELEVATION. SEE
MANUFACTURER DRIPLINE
INSTALLATION GUIDE FOR SUGGESTED
SPACINGS.
• LENGTH OF LONGEST DRIPLINE
LATERAL SHOULD NOT EXCEED THE
MAXIMUM LENGTH SHOWN IN THE
ACCOMPANYING TABLE.
• AIR RELIEF VALVE TO BE INSTALLED
AT HIGH POINT OF AREA.
• WHEN USING 17MM INSERT FITTINGS
WITH DESIGN PRESSURE OVER 50PSI,
IT IS RECOMMENDED THAT STAINLESS
STEEL CLAMPS BE INSTALLED ON
EACH FITTING.
DRIP MANIFOLD
BURIAL DEPTH
INSET A
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CURRENT PLANNING DEVELOPMENT ENGINEERING
AVanGordonl2/05/2023
yq i 12/05/2023W1
:011
IRRIGATION DETAILS
FOR
CHICK—FIL—A RENTON
375 RAINIER AVE S RENTON, WA 98055
STORE NO.:04249
DATE:
04.20.2023
PAGE:
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SHEET: 8 OF: 9
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