HomeMy WebLinkAboutR-420036V )
I-
z
5w
L
rr
a
n
Q
n
w
rr
W
Q
PVC MAINLINE.
TYPICAL VALVE, FILTER,
PRESSURE REGULATOR.
TYPICAL OFFSET
2" FROM
HARDSCAPE, 4"
FROM PLANTED 15
AREA.
TYPICAL OFFSET 2" FROM
TYPICAL LATERAL HARDSCAPE, 4" FROM
PIPE FROM VALVE PLANTED AREA.
ASSEMBLY, SIZE I I I
PER PLANS. III I
PVC SUPPLY HEADER, SIZE ASS I
PER HEADER SIZING CHART.
w
DRIPLINE SPACING AS -
NOTED.
TYPICAL TECHLINE TUBING
I
I
I
z
I LATERALS WITH EMITTER
E5
I
I
I SPACING AS NOTED.
LL
I
I
I STAPLE (TLS6) AT ALL TEES,
ELLS, AND AT S O.C. AT
H =
I
I
I CLAY, 4' O.C. AT LOAM, OR 3'
z w
l
I
I O.C. AT SAND.
LU
J C/)
�Q
2
I
I
MANUAL LINE FLUSHING
a F_ VALVE PLUMBED TO
J I I I EXHAUST HEADER, AS FAR
F
END FEED EXAMPLE
FROM THE SUPPLY HEADER
AS POSSIBLE.
w
J
c�
z
Fn
O Q
~ U
z w
J (n
J
w
1-
FLUSHING VALVE AT F
EACH EXHAUST END.
CENTER FEED EXAMPLE
TYPICAL NETAFIM TECHLINE CV REQUIREMENTS
N.T.S.
1" METAL CONDUIT WITH
LONG SWEEP ELL FOR
110V POWER SOURCE AS
PER ELECTRICAL CODES
EV-CAB-COM CABLE IF
APPLICABLE. INSTALL IN
1" CONDUIT
8 FT. COPPER GROUND
AS PER LOCAL CODE
a.
z
/ r
ao
KEEP 12'
APART
g
ELECTRIC AUTOMATIC
CONTROLLER AS SPECIFIED.
WALL MOUNTED BRACED PER
MANUFACTURER (SEE IRRIGATION
PLAN FOR LOCATION)
2" DIA. SCH. 40 PVC CONDUIT WITH
LONG SWEEP ELL FOR OF DIRECT
BURIAL WIRES TO VALVES. ALLOW
A MAXIMUM OF 24 WIRES PER
CONDUIT
CONCRETE MOUNTING PAD,
EXTEND 6" BEYOND OUTSIDE
DIMENSIONS OF
CONTROLLER. SLOPE FOR
DRAINAGE
CONTROLLER WALL MOUNT
1/2" = V-0"
P-2-G RA-61
PEDESTAL PAVERS,
SEE ARCH.
BRASS GATE VALVE
TO BACKFLOW
PREVENTER
ALL PIPE TO DCVA
COPPER OR BRASS
WATERPROOFING,
SEE ARCH.
PLUMBING THROUGH
ROOF, SEE ARCH.
" . BRASS WATER
SUPPLY FROM BUILDING, SEE
MECH.
POC UNDER ROOF PAVERS
1 1/2" = V-0"
Know what's below.
Call before you dig.
TECHLINE CV 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
Z)
LJj
25
427
325
256
194
604
459
361
274
458
348
35
539
409
322
244
763
579
456
346
580
440
a
wN
z a
45
618
469
369
280
877
664
523
397
666
506
TECHLINE FLOW PER 100 FEET
DRIPPER
SPACING
0.26 GPH DRIPPER
0.4 GPH DRIPPER
0.6 GPH DRIPPER
0.9 GPH DRIPPER
GPH
GPM
GPH
GPM
GPH
GPM
GPH
GPM
12"
26.40
0.44
40.00
0.67
61.00
1.02
92.00
1.53
18"
17.58
0.29
26.67
0.44
41.00
0.68
61.00
1.02
24"
N/A
N/A
N/A
N/A
31.00
0.51
46.00
0.77
SUPPLY AND EXHAUST HEADER SIZING CHART (UNLESS NOTED ON PLANS)
STEP 1: ADD LENGTH OF ALL TECHLINE LATERAL TUBING CONNECTED TO THE HEADER.
STEP 2: DIVIDE THIS TOTAL LENGTH BY 100 TO INDICATE THE LENGHT IN UNITS OF 100.
STEP 3: LOCATE THE GPM THAT APPLIES FOR EACH UNIT OF 100 FEET LENGTH ON THE CHART
"TECHLINE FLOW PER 100 FEET". MULTIPLY THIS 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 6 GPM: 3/4" HEADER. 6 TO 10 GPM: 1" HEADER.
10 TO 20 GPM: 1 1/4" HEADER. 20 TO 30 GPM: 1 1/2" HEADER.
1'-6"
\/
10
v �0
= I 1=1 11=1 11=1 11=1 I -III- -I 11=1 11=
IIII� III=III=III=III-III=III=III=III-III=_ 11
11 111 111 111 111 111 111 111 111 1I-
DRIPLINE HEADER
1 1/2" = V-0"
BLDG, SEE ARCH.
I1�
.. , •60 .
1 " = V-0"
KEEP CONTAINERS LEVEL WITH
ADJACENT BLDG
HOLD SOIL 2" BELOW TOP OF
PLANTER
921901l:i9
GEOTEXTILE FILTER FABRIC
PLANTER, SEE ARCHITECT
1/2" IRRIGATION POLY FLEX PIPE
RECORD NOTE 04/25/2024
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON
INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT
RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS
`
_
g'°ee
Sf a bd Engineers
d0°5Ld°eA bNe�S
Cem dyP1en
4
5
6
7
WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT
�
Q Q
`vghbnrveYersors
8
AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT
Neighb
ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS
ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.
22 A C O M A 30 E A T T 98 E
2215 North 30th Street, Suite 300, Tacoma, WA 98403
1200 Sixth Avenue, Site 1620, Seaule,WA98101
283.383.2422 TEL
2"2" 425 TEL
NO.
TECHLINE CV GENERAL GUIDELINES FOR WATERING TIME
TURF
SHRUB & GROUND COVER
CLAY
LOAM
SANDY
CLAY
LOAM
SANDY
DIPPER FLOW (GPH)
0.26
0.4
0.6
0.26
0.4
0.6
DRIPPER INTERVAL
18
12
12
18
18
12
LATERAL (ROW) SPACING
18"-22"
18"-22"
12-16
18"-24"
18"-24
16"-20"
APPLICATION RATE (IN/HR)
.19-0.15
.43-.35
.96-.72
.19-.21
.29-.21
.72-.58
TIME TO APPLY 1 /4"
79-100
35-43
16-21
79-107
52-71
21-26
PERMIT REVISION V.1
PERMIT REVISION CORRECTIONS V.2
PROGRESSIVE CONSTRUCTION SET
CONSTRUCTION SET
AS -BUILT REVISIONS
REVISION
WATER SOURCE
DRIP VALVE OR
LATERAL FROM
VALVE.
TYPICAL SUPPLY
PIPE.
TYPICAL TECHLINE
DRIPPER LINE
TUBING.
TYPICAL PVC
SUPPLY OR
EXHAUST HEADER.
F MANUAL LINE
FLUSHING VALVE
PLUMBED TO PVC
HEADER.
ISLAND
LAYOUT
0 PVC PIPE SUPPLY OR EXHAUST
HEADER
2O PVC TEE (SXSXT)
3O TECHLINE 3/4" MALE ADAPTER
4O BLANK TECHLINE TUBING
5O TECHLINE DRIPLINE 1
IQ L3.3
6O TECHLINE ELBOW
7O FINISH GRADE
O MULCH
9O TOPSOIL
10 BLENDED SOIL
11 SCARIFIED SUBGRADE
E.H.
7/29/22
SURVEYED:
T.L.
E.H.
1 1 / 1 8/22
DESIGNED:
A.G.
E.H.
2/07/22
MS
04/03/23
DRAWN:
A.G.
MM
04/25/24
CHECKED:
C.S.
BY
DATE
APPR
APPROVED:
P-2-G RA-82
IRREGULAR
ODD CURVES
IRREGULAR \
AREAS: TRIANGULAR \
SUPPL
HEADE
` 1 EXHAUST
HEADER
F F
TOTAL THE COMBINED LENGTH CHECK LONGEST
OF THESE LATERALS AND LATERAL AGAINST
COMPARE TO THE CHART FOR CHART FOR MAX.
MAX. LENGTH OF SINGLE LENGTH OF SINGLE
LATERAL. LATERAL
BRANCHING OUT JOINING LATERALS
LATERALS
10" ROUND PVC BALL VALVE,
VALVE BOX SAME SIZE AS HEADER
•�i ��IIi �' li\- �� 1, 1��.'I�� �I \\� III.
SCALE:
PER SHEET
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
0
/ /FTYPICAL START CONNECTION
ON EXHAUST HEADER.
TOTAL LENGTH OF TECHLINE TUBING
IN THIS AREA CAN NOT EXCEED THE
MAX. LENGTH OF RUN.
TYPICAL START CONNECTION ON
SUPPLY HEADER.
SEE
SUB -HEADER
J l DETAIL.
- - - - - - - TYPICAL TECHLINE START
CONNECTION.
PARKING ISLAND TYPICAL LAYOUT
MANUAL LINE FLUSHING VALVE.
TOP OF SLOPE. TECHLINE CV LATERAL TUBING.
PVC SUPPLY LATERALS PARALLEL TO THE
HEADER. CONTOURS OF THE SLOPE.
PVC EXHAUST HEADER.
TOE OF
54" MAXIMUM ELEV. SLOPE.
CHANGE WITHOUT CHECK
VALVE. IF GREATER, TOP 2/3 OF SLOPE:
INSTALL INLINE CHECK CONVENTIONAL
VALVES EVERY 54" IN ELEV. SPACING.
CHANGE.
BOTTOM 1/3 OF SLOPE:
CONVENTIONAL SPACING PL
S
25%.
SLOPE FEED LAYOUT REMOTE CONTROL
VALVE ASSEMBLY.
DRIPLINE HEADER
PIPE
FILTER FABRIC
WASHED DRAIN ROCK
MANUAL LINE FLUSHING VALVE
1 1/2" = V-0"
19
NOR ONI NAD NAVD1983//11991
DATU M
P-2-G RA-114
O W A S(
�P\G R . S /�/A
�o oti
1 EX P . 031
S
cq PE ARG
04/26/2024
f
CITY OF
RENTON
[;R
Planning/Building/Public Works Dept.
P-2-G RA-81
R-420036
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATERSHED APARTMENTS
CONSTRUCTION SET DRAFT
IRRIGATION DETAILS
DATE:
03/28/202
FIELDBOOK:
PAGE:
L3.3
SHEET: OF:
46 48
Ln
LO
T
O
C)
N