HomeMy WebLinkAbout034_I2.1_IRRIGATION_DETAILSI2.1
I2.1 IRRIGATION DETAILS.DGNIRRIGATION DETAILSFINISH GRADE
ROTARY HEAD AS SPECIFIED
SWING JOINT AS SPECIFIED
LATERAL PIPE
PVC CLASS 200
.45° MAX.
30° MIN.
NOT TO SCALE
2 TYPICAL ROTOR HEAD
FINISH GRADE¼" MIN.CURB OR BED
EDGE OF PAVEMENT
12" MINIMUMLATERAL PIPE
PVC CLASS 200
PVC TEE
AS SPECIFIED
SWING JOINT
AS SPECIFIED
SPRAY HEAD
NOZZLE
MATCHED PRECIPITATION
1 TURF SPRAY HEAD
NOT TO SCALE
FINISH GRADE
RISER AS SPECIFIED
VALVE BOX &
DIXON SL200F-2"
2" CLOSE DI NIPPLE
EACH CORNER
BLOCKS, ONE
MIN. 4 CONC.
BASE
3/4" AGGREGATE
6" OF WASHED
AS SPECIFIED
2" GATE VALVE
AS SPECIFIED
2" DI SERVICE TEE
NOTES:
1. DELIVER BARBED END OF CHICAGO COUPLING TO OWNER.
6 BLOWOUT ASSEMBLY
NOT TO SCALE
THRUST BLOCK
2SF CONCRETE
6" 6"
NOTES:
6" 6" 28" +/-
3. TWO BUBBLERS PER TREE
OF TREES.
BOTH HEADS ON UPHILL SIDE
2. ON STEEP SLOPES, INSTALL
INSTALLED IN TOPSOIL.
1. HEAD TO BE SECURELY
SPRAY HEAD.
FUNNY PIPE TO
WITH TEE.
LATERAL PIPING
TO HOLD WATER.
ADJUST AS REQUIRED
BERM AROUND TREE.
6" HIGH COMPACTED
BUBBLER AS SPECIFIED
POP-UP SPRAY HEAD WITH
4" MULCH AS SPECIFIED
ROOTBALL
5 TREE IRRIGATION
NOT TO SCALE MIN.3" NOTES:
FINISH GRADE
BOX AS SPECIFIED
10" ROUND VALVE
AGGREGATE
3/4" WASHED
LENGTH AS REQUIRED
4" PVC RISER
COMPACTED SOIL
ONE EACH SIDE
MIN. 2 CONC. BLOCKS ,
TURN DOWN AT ENDS
SUPAC 4NP CLOTH,
DRAIN TO DAYLIGHT
1-1/2" CL 200 PVC
1-1/2" LATERAL 90
HARCO DI
1-1/2" GATE VALVE
SCHED. 80 MALE ADAPTOR
AGGREGATE
1 CY OF 1-1/2" WASHED
DRY WELL WITH MIN.
TEE ON BOTTOM
HARCO DI SERVICE
MAINLINE WITH 1-1/2"
TO STEEL PIPE 36" BEFORE END OF PIPE.
1. DRAIN TO DAYLIGHT WHEREVER POSSIBLE. TRANSITION
7 TYP. MAINLINE DRAIN
NOT TO SCALE
NOTES:
2. PROVIDE 1" MIN. SPACE BETWEEN BOTTOM OF VALVE BOX AND TOP OF MAINLINE.
BETWEEN LID AND TOP OF AIR RELEASE VALVE.
1. ROTATE TEE ON MAINLINE AS NECESSARY TO ENSURE CLEARANCE IS PROVIDED
4 AIR RELIEF VALVE
NOT TO SCALE
AS SPECIFIED
2" GATE VALVE
AIR RELEASE VALVE
BERMAD 2"-C10-SP
AS SPECIFIED
2" DI SERVICE TEE
2" CLOSE DI NIPPLE
FINISH GRADE
EACH CORNER
BLOCKS, ONE
MIN. 4 CONC.
RISER AS SPECIFIED
VALVE BOX &
BASE
3/4" AGGREGATE
6" OF WASHED
THRUST BLOCK
2SF CONCRETE
NOTES:
1. DO NOT DRIVE REBAR THROUGH TABS ON SWING JOINT, STABILIZING BAR TO BE USED.
45° MAX.
30° MIN.3" MIN.2-1/2"
3 TYPICAL QUICK COUPLER
NOT TO SCALE
COMPACTED SOIL
WASHED AGGREGATE
6" MIN. OF 3/4"
ONE EACH SIDE
MIN. 2 CONC. BLOCKS,
BOX AS SPECIFIED
10" ROUND VALVE
VALVE AS SPECIFIED
QUICK COUPLING
VALVE BOX TO FIT
STABILIZING BAR - NOTCH
1" X 18" SCHED. 80
AS SPECIFIED
UNITIZED SWING JOINT
AS SPECIFIED
DI SERVICE TEE
FLOWLATERAL PIPE
MAINLINE/
FINISH GRADE ARCHITECT.
CONSENT OF THE LANDSCAPE
OR OWNER WITHOUT WRITTEN
OTHER PURPOSE, LOCATION,
IS NOT TO BE USED FOR ANY
SPECIFICALLY FOR THIS SITE AND
IT HAS BEEN PREPARED
OF THE LANDSCAPE ARCHITECT.
THIS DRAWING IS THE PROPERTY
STEINER THUESEN PLLC
2025
COPYRIGHT
SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE:
REV:
REV:
DATE:
CHECKED BY:
DATE:
DRAWN BY:GSG
6/27/25
NGS
6/27/25
-
-
P L L C
GOLF COURSE ARCHITECTURE
IRRIGATION DESIGN
LANDSCAPE ARCHITECTURE
1925 GRAND AVE. SUITE 105
P.O. BOX 22943
BILLINGS, MT 59104
406/252-5545 FAX 245-9855
THUESEN
STEINER
NATHAN
STEINER
143
G
CNLADS
APE ARCHITECTOMNTANA
R
EG
ISTERED