HomeMy WebLinkAbout30_L601 IRRIGATION DETAILS 4-23-20193
L
6
0
1
N
O
T
U
S
E
D
3
/
4
"
=
1
'
-
0
"
4
L
6
0
1
F
L
O
W
S
E
N
S
O
R
3
/
4
"
=
1
'
-
0
"
F
L
O
W
S
E
N
S
O
R
N
O
T
E
S
:
1
.
I
N
S
T
A
L
L
F
L
O
W
S
E
N
S
O
R
A
L
O
N
G
M
A
I
N
L
I
N
E
A
F
T
E
R
M
A
S
T
E
R
V
A
L
V
E
A
N
D
A
C
C
O
R
D
I
N
G
T
O
M
A
N
U
F
.
W
R
I
T
T
E
N
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
2
.
S
I
Z
E
F
L
O
W
S
E
N
S
O
R
B
A
S
E
D
U
P
O
N
R
E
Q
U
I
R
E
D
G
P
M
N
E
E
D
E
D
F
O
R
P
R
O
J
E
C
T
.
S
I
Z
E
V
A
L
V
E
A
N
D
P
I
P
I
N
G
A
S
S
P
E
C
I
F
I
E
D
.
3
.
I
N
L
E
T
P
I
P
E
L
E
N
G
T
H
O
F
S
E
N
S
O
R
M
U
S
T
B
E
M
I
N
.
1
0
X
P
I
P
E
D
I
A
.
S
T
R
A
I
G
H
T
,
C
L
E
A
N
R
U
N
O
F
P
I
P
E
,
N
O
F
I
T
T
I
N
G
S
O
R
T
U
R
N
S
.
O
U
T
L
E
T
P
I
P
E
L
E
N
G
T
H
O
F
S
E
N
S
O
R
M
U
S
T
M
E
M
I
N
.
5
X
P
I
P
E
D
I
A
.
O
F
S
T
R
A
I
G
H
T
C
L
E
A
N
R
U
N
O
F
P
I
P
E
,
N
O
F
I
T
T
I
N
G
S
O
R
T
U
R
N
S
.
4
.
D
I
R
E
C
T
B
U
R
I
A
L
W
I
R
E
M
I
N
.
1
8
/
4
W
I
R
E
T
O
I
N
T
E
R
F
A
C
E
P
A
N
E
L
.
M
I
N
.
R
U
N
O
F
1
,
0
0
0
L
F
.
5
.
W
H
E
R
E
V
E
R
P
O
S
S
I
B
L
E
I
N
S
T
A
L
L
V
A
L
V
E
B
O
X
E
S
I
N
P
L
A
N
T
I
N
G
B
E
D
S
.
S
E
E
I
R
R
I
G
A
T
I
O
N
P
L
A
N
F
O
R
M
O
R
E
I
N
F
O
R
M
A
T
I
O
N
.
I
N
L
E
T
M
I
N
.
L
E
N
G
T
H
1
0
X
P
I
P
E
D
I
A
.
F
I
N
A
L
G
R
A
D
E
O
U
T
L
E
T
M
I
N
.
L
E
N
G
T
H
5
X
P
I
P
E
D
I
A
.
1
8
"
-
2
4
"
O
F
C
O
I
L
E
D
W
I
R
E
3
M
D
B
Y
-
6
W
A
T
E
R
P
R
O
O
F
C
O
N
N
E
C
T
O
R
,
T
Y
P
.
M
A
S
T
E
R
V
A
L
V
E
(
S
E
E
E
L
E
C
T
R
I
C
C
O
N
T
R
O
L
V
A
L
V
E
)
M
A
I
N
L
I
N
E
1L601WATER POINT OF CONNECTION AT BUILDINGNTS BPFSISOLATION VALVE, TYP.-SEE DETAIL BACKFLOW PREVENTOR-SEE PLUMBINGQUICK COUPLER, TYP.-SEE DETAIL DOMESTIC WATERFROM BUILDINGIRRIGATION MAINLINE MANUAL DRAIN, TYP.-SEE DETAILMASTER VALVE(ELECTRIC CONTROL VALVE)-SEE DETAILFLOW SENSOR-SEE DETAIL BUILDING WALL NOTES:1.CONNECTION ASSEMBLY INFORMATIONSHOWN IS SCHEMATIC ONLY.2.SEE IRRIGATION PLAN, SPECIFICATION,AND LEGEND FOR MORE INFORMATION.3.COORDINATE BACKFLOW PREVENTORAND MAINLINE SIZE WITH PLUMBING ASNECESSARY.4.POINT OF CONNECTION TO BE ONNORTH OF SIDEWALK AS SHOWN ONPLAN.2L601SCHEMA
T
I
C
D
R
I
P
L
A
Y
O
U
T
N
T
S
N
O
T
E
S
:
1
.
D
I
A
G
R
A
M
S
H
O
W
N
I
S
S
C
H
E
M
A
T
I
C
.
L
O
C
A
T
E
D
R
I
P
M
A
N
U
A
L
D
R
A
I
N
S
,
A
I
R
R
E
L
I
E
F
V
A
L
V
E
S
A
N
D
A
D
J
A
C
E
N
T
D
I
S
T
R
I
B
U
T
I
O
N
P
I
P
I
N
G
W
I
T
H
I
N
D
R
I
P
Z
O
N
E
P
E
R
I
M
E
T
E
R
-
S
E
E
I
R
R
I
G
A
T
I
O
N
P
L
A
N
.
2
.
I
N
S
T
A
L
L
D
R
I
P
A
I
R
R
E
L
I
E
F
V
A
L
V
E
S
A
T
T
H
E
H
I
G
H
E
S
T
P
O
I
N
T
S
O
N
D
I
S
T
R
I
B
U
T
I
O
N
P
I
P
I
N
G
.
I
N
S
T
A
L
L
O
N
E
V
A
L
V
E
P
E
R
E
A
C
H
D
R
I
P
A
R
E
A
W
I
T
H
I
N
T
H
E
D
R
I
P
Z
O
N
E
.
3
.
I
N
S
T
A
L
L
D
R
I
P
M
A
N
U
A
L
D
R
A
I
N
S
A
T
L
O
W
E
S
T
P
O
I
N
T
S
O
N
D
I
S
T
R
I
B
U
T
I
O
N
P
I
P
I
N
G
.
I
N
S
T
A
L
L
O
N
E
V
A
L
V
E
P
E
R
E
A
C
H
D
R
I
P
A
R
E
A
W
I
T
H
I
N
T
H
E
D
R
I
P
Z
O
N
E
.
D
R
I
P
T
U
B
I
N
G
,
T
Y
P
.
D
I
S
T
R
I
B
U
T
I
O
N
P
I
P
I
N
G
D
R
I
P
C
O
N
T
R
O
L
V
A
L
V
E
,
T
Y
P
.
M
A
I
N
L
I
N
E
D
R
I
P
M
A
N
U
A
L
D
R
A
I
N
,
T
Y
P
.
S
U
P
P
L
Y
H
E
A
D
E
R
,
T
Y
P
.
P
V
C
I
R
R
I
G
A
T
I
O
N
S
L
E
E
V
E
,
T
Y
P
.
A
S
N
E
C
E
S
S
A
R
Y
-
S
E
E
D
E
T
A
I
L
D
R
I
P
A
I
R
R
E
L
I
E
F
V
A
L
V
E
,
T
Y
P
.
D
R
I
P
M
A
N
I
F
O
L
D
,
T
Y
P
1
4
L
6
0
1
1
L
6
0
2
1
0
L
6
0
1
1
3
L
6
0
1
4L601NOTES:1.TAPE & BUNDLE ALL WIRING AT10'-0" INTERVALS.2.TIE A LOOSE 20" LOOP INWIRING AT ALL CHANGES INDIRECTION GREATER THAN 30°UNTIE ALL LOOPS AFTERMAKING CONNECTIONS.3.BURY MARKING TAPE 6" ABOVEALL DIRECT BURIAL WIRING,LATERAL LINES, AND MAINLINE.4.ALL WIRING UNDER PAVEMENTSHALL BE THROUGH SLEEVES-SEE DETAIL.5.ALL SPLICES SHALL BE MADE INVALVE BOXES AND LOCATED ONAS-BUILT PLANS.TYPICAL SECTIONOF A SHARED TRENCH 18" MIN. DEPTH4"MIN.FINISH GRADELATERALMAINLINELOW VOLTAGEWIRE IN CONDUITIF APPLICABLE BEDDING ASSPECIFIED BACKFILL WITHEXCAVATIONMATERIAL REMOVEDFROM TRENCH12" MIN. DEPTH5L601IRRIGATION TRENCH1"=1'-0"6" MARKERTAPE, TYP.
M
A
I
N
L
I
N
E
6L601MANUAL
D
R
A
I
N
1
"
=
1
'
-
0
"
F
I
N
I
S
H
G
R
A
D
E
P
V
C
S
C
H
E
D
U
L
E
4
0
F
I
T
T
I
N
G
S
A
N
D
S
C
H
E
D
U
L
E
8
0
T
H
R
E
A
D
E
D
N
I
P
P
L
E
S
,
T
Y
P
.
1
"
B
R
O
N
Z
E
B
A
L
L
O
R
G
A
T
E
V
A
L
V
E
G
R
A
V
E
L
S
U
M
P
W
I
T
H
A
M
I
N
.
3
C
U
B
I
C
Y
A
R
D
S
O
F
1
1
/
2
"
W
A
S
H
E
D
A
G
G
R
E
G
A
T
E
W
R
A
P
P
E
D
I
N
F
I
L
T
E
R
F
A
B
R
I
C
A
S
S
P
E
C
I
F
I
E
D
1
0
"
R
O
U
N
D
V
A
L
V
E
B
O
X
3
/
4
"
C
R
U
S
H
E
D
M
I
N
U
S
G
R
A
V
E
L
M
A
I
N
L
I
N
E
W
I
T
H
1
"
T
E
E
O
N
B
O
T
T
O
M
6
"
D
I
A
.
P
V
C
R
I
S
E
R
,
L
E
N
G
T
H
A
S
R
E
Q
U
I
R
E
D
4"
MIN.
N
O
T
E
S
:
1
.
I
N
S
T
A
L
L
M
A
N
U
A
L
D
R
A
I
N
A
T
L
O
W
E
S
T
P
O
I
N
T
O
N
M
A
I
N
L
I
N
E
.
2
.
R
I
S
E
R
T
O
B
E
S
U
P
P
O
R
T
E
D
B
Y
G
R
A
V
E
L
.
3
.
V
A
L
V
E
A
N
D
P
I
P
I
N
G
A
S
S
P
E
C
I
F
I
E
D
.
4
.
W
H
E
R
E
V
E
R
P
O
S
S
I
B
L
E
I
N
S
T
A
L
L
V
A
L
V
E
B
O
X
E
S
I
N
P
L
A
N
T
I
N
G
B
E
D
S
.
S
E
E
I
R
R
I
G
A
T
I
O
N
P
L
A
N
F
O
R
M
O
R
E
I
N
F
O
R
M
A
T
I
O
N
.
S
C
H
E
D
U
L
E
8
0
P
V
C
U
N
I
O
N
,
T
Y
P
.
N
O
T
E
S
:
1
.
A
L
L
I
R
R
I
G
A
T
I
O
N
S
L
E
E
V
I
N
G
S
H
A
L
L
B
E
(
2
)
S
I
Z
E
S
L
A
R
G
E
R
T
H
A
N
P
I
P
E
O
R
C
O
M
B
I
N
A
T
I
O
N
O
F
P
I
P
E
S
T
H
E
R
E
I
N
E
N
C
L
O
S
E
D
,
W
I
T
H
M
I
N
I
M
U
M
S
I
Z
E
T
O
B
E
4
"
S
C
H
E
D
U
L
E
4
0
P
V
C
.
2
.
S
U
P
P
L
Y
(
1
)
E
X
T
R
A
S
L
E
E
V
E
W
I
T
H
E
A
C
H
I
R
R
I
G
A
T
I
O
N
S
L
E
E
V
E
F
O
R
C
O
N
T
R
O
L
W
I
R
E
S
.
B
O
R
E
U
N
D
E
R
E
X
I
S
T
I
N
G
P
A
V
I
N
G
W
H
E
R
E
R
E
Q
U
I
R
E
D
.
B
O
R
E
S
E
P
A
R
A
T
E
L
Y
F
O
R
C
O
N
T
R
O
L
W
I
R
E
S
.
3
.
B
U
R
Y
M
A
R
K
I
N
G
T
A
P
E
A
B
O
V
E
A
L
L
S
L
E
E
V
E
S
6
"
B
E
L
O
W
P
A
V
E
M
E
N
T
.
4
.
I
N
S
T
A
L
L
3
"
H
T
I
R
R
I
G
A
T
I
O
N
"
I
"
S
T
A
M
P
I
N
P
A
V
E
M
E
N
T
W
H
E
R
E
S
L
E
E
V
E
S
A
R
E
L
O
C
A
T
E
D
U
N
D
E
R
N
E
W
P
A
V
E
M
E
N
T
.
5
.
W
H
E
N
T
R
E
N
C
H
I
N
G
P
R
O
V
I
D
E
A
4
"
C
L
E
A
R
A
N
C
E
A
R
O
U
N
D
S
I
D
E
S
O
F
S
L
E
E
V
E
S
.
S
L
O
P
E
S
I
D
E
S
O
F
T
R
E
N
C
H
P
E
R
O
S
H
A
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
S
E
C
T
I
O
N
2'-0"
4"
MIN.
F
I
N
I
S
H
G
R
A
D
E
I
R
R
I
G
A
T
I
O
N
S
L
E
E
V
E
C
O
N
T
R
O
L
L
E
R
W
I
R
E
S
L
E
E
V
E
I
F
A
P
P
L
I
C
A
B
L
E
B
E
D
D
I
N
G
A
S
S
P
E
C
I
F
I
E
D
B
A
C
K
F
I
L
L
W
I
T
H
E
X
C
A
V
A
T
I
O
N
M
A
T
E
R
I
A
L
R
E
M
O
V
E
D
F
R
O
M
T
R
E
N
C
H
6"
4
"
M
I
N
.
7
L
6
0
1
I
R
R
I
G
A
T
I
O
N
S
L
E
E
V
E
1
"
=
1
'
-
0
"
6
"
M
A
R
K
E
R
T
A
P
E
,
T
Y
P
.
6
"
M
I
N
.
6" MIN.
18"
TYP.
N
E
A
R
E
S
T
J
O
I
N
T
I
F
A
P
P
L
I
C
A
B
L
E
S
T
A
M
P
E
D
L
E
T
T
E
R
P
A
V
E
M
E
N
T
P
A
V
E
M
E
N
T
E
D
G
E
P
L
A
N
EXTEND
SLEEVE 1'-0"
BEYOND
PAVEMENT
I
R
R
I
G
A
T
I
O
N
S
L
E
E
V
E
2" MIN.COVER
2" MIN.
COVER
N
O
T
E
S
:
1
.
D
O
U
B
L
E
S
W
I
N
G
J
O
I
N
T
S
H
A
L
L
B
E
S
C
H
E
D
U
L
E
8
0
P
V
C
N
I
P
P
L
E
W
I
T
H
(
3
)
M
A
R
L
E
X
S
T
R
E
E
T
E
L
B
O
W
S
.
2
.
W
H
E
R
E
V
E
R
P
O
S
S
I
B
L
E
I
N
S
T
A
L
L
V
A
L
V
E
B
O
X
E
S
I
N
P
L
A
N
T
I
N
G
B
E
D
S
.
S
E
E
I
R
R
I
G
A
T
I
O
N
P
L
A
N
F
O
R
M
O
R
E
I
N
F
O
R
M
A
T
I
O
N
.
M
A
I
N
L
I
N
E
8
L
6
0
1
Q
U
I
C
K
C
O
U
P
L
E
R
1
1
/
2
"
=
1
'
-
0
"
B
R
I
C
K
S
U
P
P
O
R
T
S
,
T
Y
P
.
F
I
N
I
S
H
G
R
A
D
E
Q
U
I
C
K
C
O
U
P
L
E
R
V
A
L
V
E
B
O
X
W
I
T
H
C
O
V
E
R
3
/
4
"
C
R
U
S
H
E
D
M
I
N
U
S
G
R
A
V
E
L
2
4
"
#
4
R
E
B
A
R
W
I
T
H
C
L
A
M
P
S
D
O
U
B
L
E
S
W
I
N
G
J
O
I
N
T
M
A
I
N
L
I
N
E
T
E
E
O
R
E
L
L
NOTES:1.VALVE TO BESUPPORTED BYGRAVEL, PROVIDEBLOCK SHIM ASREQUIRED.2.SIZE VALVE AND PIPINGAS SPECIFIED.3.DIRECT BURIAL WIREMIN. 18/4 WIRE TOINTERFACE PANEL. MIN.RUN OF 1,000 LF4.WHEREVER POSSIBLEINSTALL VALVE BOXESIN PLANTING BEDS. SEEIRRIGATION PLAN FORMORE INFORMATION.CONTROL VALVEBRICK SUPPORTS, TYP.SCHEDULE 80 PVCUNION, TYP.DECODER SYSTEMIF APPLICABLEMAINLINE3/4" CRUSHED MINUS GRAVELSERVICE TEE9L601ELECTRIC CONTROL VALVE1 1/2"=1'-0"
N
O
T
E
S
:
1
.
V
A
L
V
E
T
O
B
E
S
U
P
P
O
R
T
E
D
B
Y
G
R
A
V
E
L
,
P
R
O
V
I
D
E
B
L
O
C
K
S
H
I
M
A
S
R
E
Q
U
I
R
E
D
.
2
.
S
I
Z
E
V
A
L
V
E
A
N
D
P
I
P
I
N
G
A
S
S
P
E
C
I
F
I
E
D
.
3
.
D
I
R
E
C
T
B
U
R
I
A
L
W
I
R
E
M
I
N
.
1
8
/
4
W
I
R
E
T
O
I
N
T
E
R
F
A
C
E
P
A
N
E
L
.
M
I
N
.
R
U
N
O
F
1
,
0
0
0
L
F
4
.
W
H
E
R
E
V
E
R
P
O
S
S
I
B
L
E
I
N
S
T
A
L
L
V
A
L
V
E
B
O
X
E
S
I
N
P
L
A
N
T
I
N
G
B
E
D
S
.
S
E
E
I
R
R
I
G
A
T
I
O
N
P
L
A
N
F
O
R
M
O
R
E
I
N
F
O
R
M
A
T
I
O
N
.
F
I
N
I
S
H
G
R
A
D
E
C
O
N
T
R
O
L
V
A
L
V
E
V
A
L
V
E
B
O
X
C
O
V
E
R
S
C
H
E
D
U
L
E
8
0
P
V
C
U
N
I
O
N
,
T
Y
P
.
D
E
C
O
D
E
R
S
Y
S
T
E
M
I
F
A
P
P
L
I
C
A
B
L
E
M
A
I
N
L
I
N
E
S
E
R
V
I
C
E
T
E
E
3
M
D
B
Y
-
6
W
A
T
E
R
P
R
O
O
F
C
O
N
N
E
C
T
O
R
,
T
Y
P
.
1
8
"
-
2
4
"
O
F
C
O
I
L
E
D
W
I
R
E
10L601DRIP CO
N
T
R
O
L
V
A
L
V
E
1
1
/
2
"
=
1
'
-
0
"
F
I
L
T
E
R
FINISH GRADE VALVE BOX COVER 3M DBY-6 WATERPROOFCONNECTOR, TYP.18"-24" OF COILED WIRE
B
R
I
C
K
S
U
P
P
O
R
T
S
,
T
Y
P
.
3
/
4
"
C
R
U
S
H
E
D
M
I
N
U
S
G
R
A
V
E
L
DISTRIB.PIPING DISTRIB.PIPING
N
O
T
E
S
:
1
.
S
E
E
I
R
R
I
G
A
T
I
O
N
S
P
E
C
I
F
I
C
A
T
I
O
N
A
N
D
L
E
G
E
N
D
F
O
R
M
O
R
E
I
N
F
O
R
M
A
T
I
O
N
.
2
.
I
N
S
T
A
L
L
A
T
I
O
N
T
O
B
E
C
O
M
P
L
E
T
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
M
A
N
U
F
A
C
T
U
R
E
R
'
S
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
3
.
M
O
U
N
T
C
O
N
T
R
O
L
L
E
R
A
T
E
Y
E
L
E
V
E
L
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
N
O
T
E
D
.
4
.
C
O
N
T
R
O
L
L
E
R
S
H
A
L
L
B
E
H
A
R
D
-
W
I
R
E
D
T
O
G
R
O
U
N
D
E
D
1
1
0
V
A
C
S
O
U
R
C
E
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
N
O
T
E
D
.
C
O
O
R
D
I
N
A
T
E
I
N
S
T
A
L
L
A
T
I
O
N
W
I
T
H
E
L
E
C
T
R
I
C
A
L
.
5
.
P
R
O
V
I
D
E
I
R
R
I
G
A
T
I
O
N
Z
O
N
E
L
I
S
T
A
S
S
P
E
C
I
F
I
E
D
.
1
1
L
6
0
1
C
O
N
T
R
O
L
L
E
R
1
1
/
2
"
=
1
'
-
0
"
E
N
S
U
R
E
M
I
N
I
M
U
M
C
L
E
A
R
A
N
C
E
F
O
R
D
O
O
R
O
P
E
N
I
N
G
C
O
N
T
R
O
L
L
E
R
C
O
N
D
U
I
T
C
O
N
T
R
O
L
W
I
R
E
I
N
T
E
R
I
O
R
O
R
E
X
T
E
R
I
O
R
W
A
L
L
-
S
E
E
P
L
A
N
I
R
R
I
G
A
T
I
O
N
Z
O
N
E
L
I
S
T
C
O
N
T
R
O
L
L
E
R
P
O
W
E
R
S
O
U
R
C
E
N
O
T
E
S
:
1
.
S
E
E
I
R
R
I
G
A
T
I
O
N
S
P
E
C
I
F
I
C
A
T
I
O
N
A
N
D
L
E
G
E
N
D
F
O
R
M
O
R
E
I
N
F
O
R
M
A
T
I
O
N
.
2
.
I
N
S
T
A
L
L
A
T
I
O
N
T
O
B
E
C
O
M
P
L
E
T
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
M
A
N
U
F
A
C
T
U
R
E
R
'
S
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
3
.
M
O
U
N
T
W
E
A
T
H
E
R
S
T
A
T
I
O
N
W
I
T
H
C
L
E
A
R
E
X
P
O
S
U
R
E
T
O
W
E
A
T
H
E
R
I
N
L
O
C
A
T
I
O
N
S
H
O
W
N
O
N
P
L
A
N
S
.
M
O
U
N
T
W
I
T
H
C
O
M
M
O
N
S
E
N
S
E
S
O
A
S
T
O
N
O
T
T
O
V
I
S
U
A
L
L
Y
D
E
T
R
A
C
T
F
R
O
M
I
T
S
S
U
R
R
O
U
N
D
I
N
G
S
.
4
.
M
O
U
N
T
R
E
C
E
I
V
E
R
I
F
A
P
P
L
I
C
A
B
L
E
O
N
W
A
L
L
N
E
X
T
T
O
C
O
N
T
R
O
L
L
E
R
.
5
.
M
O
U
N
T
M
O
D
U
L
E
I
F
A
P
P
L
I
C
A
B
L
E
W
I
T
H
I
N
6
'
-
0
"
O
F
C
O
N
T
R
O
L
L
E
R
O
N
W
A
L
L
.
1
2
L
6
0
1
W
E
A
T
H
E
R
S
T
A
T
I
O
N
1
1
/
2
"
=
1
'
-
0
"
I
R
R
I
G
A
T
I
O
N
C
O
N
T
R
O
L
L
E
R
U
P
T
O
8
0
0
'
A
W
A
Y
I
F
W
I
R
E
L
E
S
S
W
I
R
E
L
E
S
S
R
E
C
E
I
V
E
R
I
F
A
P
P
L
I
C
A
B
L
E
S
U
P
P
O
R
T
I
N
G
M
O
D
U
L
E
I
F
A
P
P
L
I
C
A
B
L
E
M
O
U
N
T
I
N
G
B
R
A
C
K
E
T
W
E
A
T
H
E
R
S
T
A
T
I
O
N
E
X
T
E
R
I
O
R
S
E
C
T
I
O
N
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
E
X
T
E
R
I
O
R
W
A
L
L
O
R
P
O
L
E
E
X
T
E
R
I
O
R
O
R
I
N
T
E
R
I
O
R
W
A
L
L
V
I
E
W
10'-0" MIN.
PER MANUFACTURER
DISTRIBUTIONPIPING14L601DRIP MA
N
U
A
L
D
R
A
I
N
1
1
/
2
"
=
1
'
-
0
"
F
I
N
I
S
H
G
R
A
D
E
V
A
L
V
E
B
O
X
B
R
I
C
K
S
U
P
P
O
R
T
S
,
T
Y
P
.
3
/
4
"
C
R
U
S
H
E
D
M
I
N
U
S
G
R
A
V
E
L
S
U
M
P
1
2
"
X
1
2
"
X
1
2
"
V
A
L
V
E
B
O
X
C
O
V
E
R
D
R
I
P
L
I
N
E
T
E
E
O
R
E
L
L
M
U
L
C
H
N
O
T
E
S
:
1
.
I
N
S
T
A
L
L
V
A
L
V
E
A
T
L
O
W
E
S
T
P
O
I
N
T
O
N
D
I
S
T
R
I
B
U
T
I
O
N
P
I
P
I
N
G
.
2
.
V
A
L
V
E
T
O
B
E
S
U
P
P
O
R
T
E
D
B
Y
G
R
A
V
E
L
,
P
R
O
V
I
D
E
B
L
O
C
K
S
H
I
M
A
S
R
E
Q
U
I
R
E
D
.
3
.
V
A
L
V
E
A
N
D
P
I
P
I
N
G
A
S
S
P
E
C
I
F
I
E
D
.
3
.
I
N
S
T
A
L
L
O
N
E
D
R
A
I
N
V
A
L
V
E
P
E
R
D
R
I
P
A
R
E
A
-
S
E
E
S
C
H
E
M
A
T
I
C
D
R
I
P
L
A
Y
O
U
T
D
E
T
A
I
L
.
M
U
L
T
I
P
L
E
D
R
I
P
A
R
E
A
S
M
A
Y
B
E
W
I
T
H
I
N
A
S
I
N
G
L
E
D
R
I
P
Z
O
N
E
.
4
.
W
H
E
R
E
V
E
R
P
O
S
S
I
B
L
E
I
N
S
T
A
L
L
V
A
L
V
E
B
O
X
E
S
I
N
P
L
A
N
T
I
N
G
B
E
D
S
.
S
E
E
I
R
R
I
G
A
T
I
O
N
P
L
A
N
F
O
R
M
O
R
E
I
N
F
O
R
M
A
T
I
O
N
.
NOTES:1.INSTALL VALVE AT HIGHESTPOINT ON DISTRIBUTIONPIPING.2.VALVE AND PIPING ASSPECIFIED.3.INSTALL ONE DRIP AIR RELIEFVALVE PER DRIP AREA- SEESCHEMATIC DRIP LAYOUTDETAIL. MULTIPLE DRIPAREAS MAY BE WITHIN ASINGLE DRIP ZONE.4.WHEREVER POSSIBLEINSTALL VALVE BOXES INPLANTING BEDS. SEEIRRIGATION PLAN FOR MOREINFORMATION.13L601DRIP AIR RELIEF VALVE1 1/2"=1'-0"FINISH GRADEVALVE BOXBRICK SUPPORTS, TYP.3/4" CRUSHEDMINUS GRAVEL VALVE BOX COVERDISTRIBUTIONPIPING, TYP.DRIP AIR RELIEF VALVEMULCHDISTRIB.PIPING DRIP LINE TEE OR ELL
D
R
I
P
M
A
N
U
A
L
D
R
A
I
N
N
O
T
E
S
:
1
.
V
A
L
V
E
T
O
B
E
S
U
P
P
O
R
T
E
D
B
Y
G
R
A
V
E
L
,
P
R
O
V
I
D
E
B
L
O
C
K
S
H
I
M
A
S
R
E
Q
U
I
R
E
D
.
2
.
S
I
Z
E
V
A
L
V
E
A
N
D
P
I
P
I
N
G
A
S
S
P
E
C
I
F
I
E
D
.
3
.
W
H
E
R
E
V
E
R
P
O
S
S
I
B
L
E
I
N
S
T
A
L
L
V
A
L
V
E
B
O
X
E
S
I
N
P
L
A
N
T
I
N
G
B
E
D
S
.
S
E
E
I
R
R
I
G
A
T
I
O
N
P
L
A
N
F
O
R
M
O
R
E
I
N
F
O
R
M
A
T
I
O
N
.
1
5
L
6
0
1
I
S
O
L
A
T
I
O
N
V
A
L
V
E
1
1
/
2
"
=
1
'
-
0
"
F
I
N
I
S
H
G
R
A
D
E
G
A
T
E
O
R
B
A
L
L
V
A
L
V
E
V
A
L
V
E
B
O
X
3
/
4
"
C
R
U
S
H
E
D
M
I
N
U
S
G
R
A
V
E
L
B
R
I
C
K
S
U
P
P
O
R
T
S
,
T
Y
P
.
M
A
I
N
L
I
N
E
V
A
L
V
E
B
O
X
E
X
T
E
N
S
I
O
N
,
T
Y
P
.
A
D
D
A
S
N
E
C
E
S
S
A
R
Y
V
A
L
V
E
B
O
X
C
O
V
E
R
S
C
H
E
D
U
L
E
8
0
P
V
C
U
N
I
O
N
,
T
Y
P
.
N
O
T
E
S
:
1
.
I
N
S
T
A
L
L
V
A
L
V
E
A
T
H
I
G
H
E
S
T
P
O
I
N
T
O
N
M
A
I
N
L
I
N
E
.
2
.
V
A
L
V
E
T
O
B
E
B
R
A
C
E
D
B
Y
G
R
A
V
E
L
,
P
R
O
V
I
D
E
R
E
B
A
R
S
T
A
K
I
N
G
A
S
R
E
Q
U
I
R
E
D
.
3
.
S
I
Z
E
V
A
L
V
E
A
N
D
P
I
P
I
N
G
A
S
S
P
E
C
I
F
I
E
D
.
4
.
W
H
E
R
E
V
E
R
P
O
S
S
I
B
L
E
I
N
S
T
A
L
L
V
A
L
V
E
B
O
X
E
S
I
N
P
L
A
N
T
I
N
G
B
E
D
S
.
S
E
E
I
R
R
I
G
A
T
I
O
N
P
L
A
N
F
O
R
M
O
R
E
I
N
F
O
R
M
A
T
I
O
N
.
1
6
L
6
0
1
A
I
R
R
E
L
I
E
F
V
A
L
V
E
1
1
/
2
"
=
1
'
-
0
"
F
I
N
I
S
H
G
R
A
D
E
P
V
C
U
N
I
O
N
V
A
L
V
E
B
O
X
3
/
4
"
C
R
U
S
H
E
D
M
I
N
U
S
G
R
A
V
E
L
B
R
I
C
K
S
U
P
P
O
R
T
S
,
T
Y
P
.
S
E
R
V
I
C
E
T
E
E
M
A
I
N
L
I
N
E
V
A
L
V
E
B
O
X
C
O
V
E
R
B
E
R
M
A
D
A
I
R
R
E
L
E
A
S
E
V
A
L
V
E
O
R
A
P
P
R
O
V
E
D
E
Q
U
A
L
B
A
L
L
V
A
L
V
E
06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_L601-L602.dwg
L
6
0
1
I
R
R
I
G
A
T
I
O
N
D
E
T
A
I
L
S
0
3
.
2
3
.
2
0
1
9
C
I
T
Y
C
O
M
M
E
N
T
S
O
S
T
E
R
G
A
A
R
D
L
A
S
T
N
A
M
E
1
1