HomeMy WebLinkAbout5290-372"-4" —
i
4-6"
DRIP MANIFOLD
BURIAL DEPTH
INSET A
F
A TYPICAL DRIPLINE LAYOUT DETAIL
B NOT USED
DATE SUBMITTAL TRACKER
05/31/2013
FIRST SUBMITTAL
04/13/2015
SECOND SUBMITTAL
07/10/2015
MYLAR SUBMITTAL
314
250
424
322
20
318 169
-------------
TOLL FREE _qNsmopp- 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
2°
IN:
NOTES:
1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE
BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN
ELEVATION.
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.
INSET A
XFS Dripline Maximum Lateral Lengths
12" Spacing 18" Spacing
PSI 0.6 GPH 0.9 GPH 0.6 GPH 0.9 GPH
(Feet)
24" Spacing
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
C I TYPICAL DRIPLINE LAYOUT ON SLOPE DETAIL
OPVC EXHAUST HEADER
OPVC SCH 40 TEE OR EL (TYPICAL)
OFLUSH POINT (TYPICAL)
OBARB X MALE FITTING
O PERIMETER OF AREA
OBARB X BARB INSERT TEE OR CROSS
O7 PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM
PERIMETER OF AREA
OSUB -SURFACE DRIPLINE
Og Y2" POLYETHYLENE BLANK TUBING:
@)AIR RELIEF VALVE:
11 PVC SUPPLY MANIFOLD
PVC SUPPLY PIPE FROM CONTROL ZONE KIT (SIZED TO
12 MEET LATERAL FLOW DEMAND)
TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT
13 EXCEED LENGTH SHOWN IN TABLE
14 PVC SCH 40 RISER PIPE
15 PVC FLUSH HEADER
16 CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE
17 BARB X FEMALE FITTING
18 Y4" PVC NIPPLE, LENGTH AS NECESSARY
O PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE
VALVE KIT OR EQUAL (SIZED TO MEET LATERAL FLOW
DEMAND)
O BARB X MALE FITTING:
RAIN BIRD XFS-MA FITTING (TYPICAL) OR EQUAL
O PVC SUPPLY HEADER
O PVC SCH 40 TEE OR EL (TYPICAL)
O SUB -SURFACE DRIPLINE:
RAIN BIRD XF SERIES DRIPLINE (TYPICAL) OR EQUAL
POTABLE: XFS DRIPLINE OR EQUAL
NON -POTABLE: XFSP DRIPLINE OR EQUAL
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH STANDARDS IN
EFFECT
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.
�PNDSCq pF
��eO HA M. FfRG 9'p
60
�--A
C�rn
L.L, n
C11- ,,- --i
J DATE or �
\ F OF CAI �FC_,/
bm[a
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
O
FLUSH POINT: SEE RAIN BIRD XFS DETAILS FOR FLUSH
155
314
POINT INSTALLATION
424
O
PVC FLUSH HEADER
318
O
Yz" AIR RELIEF VALVE:
294
508
RAIN BIRD ARV -12 OR EQUAL
30
360
SEE RAIN BIRD XFS DETAILS FOR ARV -12 INSTALLATION
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH STANDARDS IN
EFFECT
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.
�PNDSCq pF
��eO HA M. FfRG 9'p
60
�--A
C�rn
L.L, n
C11- ,,- --i
J DATE or �
\ F OF CAI �FC_,/
bm[a
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.
x+ x+ x+ x+
x x x x x x x x x 25% 25% 25% 25%
LAN DSCAPE DRAWN BY:
ARCHITECTURE SK, SF, YM
DESIGNED BY:
SK
310 NORTH JOY STREET I CORONA, CA 92879 CHECKED BY:
T: 951.737.1124 1 F: 951.737.6551 SK
BM
TOP OF SLOPE - SLOPE TOSPAC NG
NORMAL SPACING PLUS 25%
X = DISTANCE BETWEEN ROWS OF DRIP LATERALS AS DETERMINED
BY PLANT AND SOIL TYPE. SEE NOTE 1.
D. R. HORTON
TR 18859 - CFD LANDSCAPE PLANS
DRIP IRRIGATION DETAILS
AP
SCALE:
N.T.S.
DATE:
11-07-14
DRAWING NO.: 37
5290 40