HomeMy WebLinkAbout5006-25NOTES:
1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE
BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN
ELEVATION. SEE RAIN BIRD XFS DRIPLINE INSTALLATION GUIDE
FOR SUGGESTED SPACINGS.
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.
A TYPICAL DRIPLINE LAYOUT DETAIL
2'
NOTES:
1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO
BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN
ELEVATION. SEE RAIN BIRD XF-SDI DRIPLINE INSTALLATION
GUIDE FOR SUGGESTED SPACINGS.
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.
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11) (2
11) U 12
C14
t2
DRIP MANIFOLD
BURIAL DEPTH
INSET A
n
12
1
J
FP
\
\--- — — — —
3 1
O PVC EXHAUST HEADER
O PVC SCH 40 TEE OR EL (TYPICAL)
OBARB X MALE FITTING:
RAIN BIRD XFD-MA FITTING (TYPICAL)
O FLUSH POINT (TYPICAL)
SEE RAIN BIRD DETAIL "XFS FLUSH POINT" OR "XFS
FLUSH POINT WITH BALL VALVE"
5 PERIMETER OF AREA
6 PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"4"
FROM PERIMETER OF AREA
O PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT
8(SIZED TO MEET LATERAL FLOW DEMAND)
PVC SUPPLY MANIFOLD
g CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE
(TYPICAL)- SEE INSET A
10 SUB -SURFACE DRIPLINE:
RAIN BIRD XF SERIES DRIPLINE (TYPICAL)
POTABLE: XFS DRIPLINE
NON -POTABLE: XFSP DRIPLINE
11 Y2' POLYETHYLENE BLANK TUBING:
RAIN BIRD XF SERIES BLANK TUBING
12 BARB X BARB INSERT TEE OR CROSS:
RAIN BIRD XFD-TEE OR
RAIN BIRD XFD-CROSS (TYPICAL)
13 AIR RELIEF VALVE:
RAIN BIRD AR VALVE KIT
SEE RAIN BIRD DETAIL "XFS AIR RELIEF VALVE KIT" OR
"XFS AIR RELIEF VALVE KIT IN PVC HEADER"
SBARB X FEMALE FITTING:
RAIN BIRD XFD-TFA-075 FITTING
15 3/4" PVC NIPPLE, LENGTH AS NECESSARY
F — — — —, INSETA
------------------
XFS Dripline Maximum Lateral Lengths (Feet)
12" Spacing 18" Spacing 24" Spacing
PSI 0.6 GPH 0.9 GPH 0.6 GPH 0.9 GPH 0.6 GPH 0.9 GPH
OPVC
EXHAUST HEADER
155
OPVC
SCH 40 TEE OR EL (TYPICAL)
424
OFLUSH
POINT (TYPICAL)
10
169
SEE RAIN BIRD DETAIL "XFS FLUSH POINT" OR "XFS FLUSH
46
508
POINT WITH BALL VALVE"
30
O
BARB X MALE FITTING:
413
350
RAIN BIRD XFD-MA FITTING (TYPICAL)
9
O
PERIMETER OF AREA
I
OBARB
X BARB INSERT TEE OR CROSS:
I
474
RAIN BIRD XFD-TEE OR
417
OPERIMETER
RAIN BIRD XFD-CROSS (TYPICAL)
DRIPLINE PIPE TO BE INSTALLED 2"4" FROM
420
8O
PERIMETER OF AREA
SUB -SURFACE DRIPLINE:
60
460
RAIN BIRD XF SERIES DRIPLINE (TYPICAL)
596
455
POTABLE: XFS DRIPLINE
512
NON -POTABLE: XFSP DRIPLINE
gOY2'
POLYETHYLENE BLANK TUBING:
8
10
RAIN BIRD XF SERIES BLANK TUBING
AIR RELIEF VALVE:
15
RAIN BIRD AR VALVE KIT
273
11
SEE RAIN BIRD DETAIL "XFS AIR RELIEF VALVE KIT"
PVC SUPPLY MANIFOLD
250
424
322
O-2"-4"
12
PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT
7
13
(SIZED TO MEET LATERAL FLOW DEMAND)
TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT
318
14
EXCEED LENGTH SHOWN IN TABLE
PVC SCH 40 RISER PIPE
294
508
368
I
30
PVC SUPPLY HEADER.
F — — — —, INSETA
------------------
XFS Dripline Maximum Lateral Lengths (Feet)
12" Spacing 18" Spacing 24" Spacing
PSI 0.6 GPH 0.9 GPH 0.6 GPH 0.9 GPH 0.6 GPH 0.9 GPH
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
460
290
596
455
780
512
WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI,
IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON
EACH FITTING.
1_ - - - - - - - - - - - - - - - - - -
1� PVC SUPPLY PIPE FROM RAIN BIRD CONTROL
ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND)
O PERIMETER OF AREA
O PERIMETER DRIPLINE PIPE TO BE INSTALLED
2"-4" FROM PERIMETER OF AREA
O PVC SUPPLY MANIFOLD
O PVC SCH 40 TEE OR EL (TYPICAL)
O BARB X MALE FITTING:
9 RAIN BIRD XFD-MA FITTING (TYPICAL)
OSUB -SURFACE DRIPLINE:
RAIN BIRD XF SERIES DRIPLINE (TYPICAL)
POTABLE: XFS DRIPLINE
NON -POTABLE: XFSP DRIPLINE
f
I OBARB X BARB INSERT TEE:
8 RAIN BIRD XFD-TEE (TYPICAL)
OTOTAL LENGTH OF SELECTED DRIPLINE SHOULD
NOT EXCEED LENGTH SHOWN IN TABLE
10 PVC FLUSH HEADER
11 FLUSH POINT:
SEE RAIN BIRD XFS DETAILS FOR FLUSH POINT
INSTALLATION
12 PVC RISER PIPE
13 TURF OR MULCH
14 FINISH GRADE
15 AIR RELIEF VALVE:
RAIN BIRD ARV -12
SEE RAIN BIRD XFS DETAILS FOR ARV -12
INSTALLATION
NOTES:
1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO
BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN
ELEVATION. DISTANCE BETWEEN LATERAL ROWS FOR BOTTOM
1/3 OF SLOPE TO BE 1.25X OPTIMAL ROW DISTANCE. SEE RAIN
BIRD XFS DRIPLINE INSTALLATION GUIDE FOR SUGGESTED
SPACING.
2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED
THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE.
3. WHEN ELEVATION CHANGE EXCEEDS 10 FEET IT IS
RECOMMENDED THAT A NEW DRIPLINE ZONE BE CREATED.
4. INSTALL AIR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL.
TOP 2/3 OF SLOPE BOTTOM 1/3 OF
NORMAL SPACING SLOPE SPACING
PLUS 25%
X = DISTANCE BETWEEN ROWS OF DRIP LATERALS AS DETERMINED
BY PLANT AND SOIL TYPE. SEE NOTE 1.
B TYPICAL DRIPLINE CENTER FEED LAYOUT DETAIL C TYPICAL DRIPLINE LAYOUT ON SLOPE DETAIL
DATE SUBMITTAL TRACKER YOUNG HOMES
10110/2012 FIRST SUBMITTAL
Q D SHOULD CONSTRUCTION OF THE REQUIRED ��F�
3/7/2013 SECOND SUBMITTAL IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS ��R �'``F� 9� TR 18676 -CFD LANDSCAPE PLANS
OF THE DATE OF APPROVAL SHOWN HEREON ANDm - ow►wN BY: SCALE:
DIAL TWO WORKING __4 la
CARRIED FORTH IN A DILIGENT MANNER, THE CITY y L A N D S C A P E SK, SF DRIP IRRIGATION DETAILS DATE: N.T.S.
BEFORE .... DAYS BEF❑RE ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO 9/30/13 ARCH T E C T U RE DESIGNED BY:
YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH STANDARDS IN EXP. DATE SK 10-10-12
A PTOLL
UBLIFRSEE 811 ERVICE BY UNDERGROUND SERVICE ALERT V. EFFECT �TgTF of �A`�Fo��\P 310 NORTH JOY STREET 1 CORONA, CA 92879 CHECKESK D : APPRO DRAWING NO. 25
REVISION DESCRIPTION DATE ENGR. CITY DATE T: 951.737.1 124 1 F: 951.737.6551 BM .3 cTj3 5006 27
TY
1�
PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE
XFS Dripline Maximum Lateral Lengths (Feet)
VALVE KIT OR EQUAL (SIZED TO MEET LATERAL FLOW
DEMAND)
12" Spacing
18" Spacing
24" Spacing
0.6 GPH
0.9 GPH
0.6 GPH
0.9 GPH
0.6 GPH
0.9 GPH
2�PSI
BARB X MALE FITTING:
RAIN BIRD XFS-MA FITTING (TYPICAL) OR EQUAL
15
273
155
314
250
424
322
20
318
169
353
294
508
368
30
PVC SUPPLY HEADER.
30
360
230
413
350
586
414
O
PVC SCH 40 TEE OR EL (TYPICAL)
40
395
255
465
402
652
474
O
SUB -SURFACE DRIPLINE:
50
417
285
528
420
720
488
RAIN BIRD XF SERIES DRIPLINE (TYPICAL) OR EQUAL
1 60
460
290
596
455
780
512
POTABLE: XFS DRIPLINE OR EQUAL
WHEN USING 17MM INSERT FITTINGS
WITH DESIGN PRESSURE OVER 50PS1, IT IS
NON -POTABLE: XFSP DRIPLINE OR EQUAL
RECOMMENDED THAT
STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING.
O
FLUSH POINT: SEE RAIN BIRD XFS DETAILS FOR FLUSH
POINT INSTALLATION
x+ x+
x+ x+
O
PVC FLUSH HEADER
X x x
x x x x
x x 25% 25%
25% 25%
O
%" AIR RELIEF VALVE:
RAIN BIRD ARV -12 OR EQUAL
SEE RAIN BIRD XFS DETAILS FOR ARV -12 INSTALLATION
INLINE CHECK VALVE EVERY 4.5' OF ELEVATION CHANGE
NOTES:
1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO
BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN
ELEVATION. DISTANCE BETWEEN LATERAL ROWS FOR BOTTOM
1/3 OF SLOPE TO BE 1.25X OPTIMAL ROW DISTANCE. SEE RAIN
BIRD XFS DRIPLINE INSTALLATION GUIDE FOR SUGGESTED
SPACING.
2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED
THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE.
3. WHEN ELEVATION CHANGE EXCEEDS 10 FEET IT IS
RECOMMENDED THAT A NEW DRIPLINE ZONE BE CREATED.
4. INSTALL AIR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL.
TOP 2/3 OF SLOPE BOTTOM 1/3 OF
NORMAL SPACING SLOPE SPACING
PLUS 25%
X = DISTANCE BETWEEN ROWS OF DRIP LATERALS AS DETERMINED
BY PLANT AND SOIL TYPE. SEE NOTE 1.
B TYPICAL DRIPLINE CENTER FEED LAYOUT DETAIL C TYPICAL DRIPLINE LAYOUT ON SLOPE DETAIL
DATE SUBMITTAL TRACKER YOUNG HOMES
10110/2012 FIRST SUBMITTAL
Q D SHOULD CONSTRUCTION OF THE REQUIRED ��F�
3/7/2013 SECOND SUBMITTAL IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS ��R �'``F� 9� TR 18676 -CFD LANDSCAPE PLANS
OF THE DATE OF APPROVAL SHOWN HEREON ANDm - ow►wN BY: SCALE:
DIAL TWO WORKING __4 la
CARRIED FORTH IN A DILIGENT MANNER, THE CITY y L A N D S C A P E SK, SF DRIP IRRIGATION DETAILS DATE: N.T.S.
BEFORE .... DAYS BEF❑RE ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO 9/30/13 ARCH T E C T U RE DESIGNED BY:
YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH STANDARDS IN EXP. DATE SK 10-10-12
A PTOLL
UBLIFRSEE 811 ERVICE BY UNDERGROUND SERVICE ALERT V. EFFECT �TgTF of �A`�Fo��\P 310 NORTH JOY STREET 1 CORONA, CA 92879 CHECKESK D : APPRO DRAWING NO. 25
REVISION DESCRIPTION DATE ENGR. CITY DATE T: 951.737.1 124 1 F: 951.737.6551 BM .3 cTj3 5006 27
TY