HomeMy WebLinkAbout024_I1.1_IRRIGATION_LEGEND_&_NOTESS
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NOTES:
17. REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.
CONCRETE WALKWAYS.
16. REFER TO CIVIL DRAWINGS FOR EXISTING AND FINAL PROPOSED CONTOURS, GRADE INFORMATION, FINAL UTILITY ROUTING, AND DESIGNATION OF GRAVEL AND
15. PIPING AND EQUIPMENT MAY BE SHOWN IN PAVED AREAS FOR GRAPHICAL CLARITY. PIPING AND EQUIPMENT TO BE INSTALLED IN ADJACENT LANDSCAPING AREAS.
14. PROGRAMMING OF CONTROLLERS BE COORDINATED WITH EXISTING SCHEDULES TO ENSURE ATHLETIC FIELDS ARE THE HIGHEST PRIORITY.
REQUIREMENTS AT THE PUMP STATION DISCHARGE ARE 500 GPM AT 112 PSI.
13. DESIGN BASED ON 0.24"/DAY WATER REQUIREMENT, 6 DAYS/WEEK WITH AN 8 HOUR WATER WINDOW WITH 45 PSI AT ALL I-20 SPRINKLER HEADS. OVERALL SYSTEM
12. ALL EXTERIOR CABINETS AND EQUIPMENT ENCLOSURES TO BE STAINLESS STEEL FINISH.
11. VERIFY SIGNAL STRENGTH AND AIR CARD NEEDS AT EACH SATELLITE CONTROLLER.
10. ADJUST ALL HEADS AS REQUIRED TO PREVENT OVERSPRAY ONTO BUILDINGS AND STREETS.
BE ELECTRICAL GRADE SCHEDULE 40 PVC. ALL CONDUITS ABOVE GRADE SHALL BE SCHEDULE 80 PVC.
9. ALL CONDUIT TO BE 1" MINIMUM. CONCEAL OR BURY WHEREVER POSSIBLE. ALL VISIBLE CONDUITS SHALL BE ROUTED AS DIRECTED. ALL BURIED CONDUITS SHALL
FLOWS 51 GPM AND GREATER TO HAVE 2" CONTROL VALVES.
8. ZONES WITH FLOWS THROUGH 20 GPM TO HAVE 1" CONTROL VALVES. ZONES WITH FLOWS 21 THROUGH 50 GPM TO HAVE 1-1/2" CONTROL VALVES. ZONES WITH
7. CONTRACTOR SHALL MAINTAIN AN ACCURATE, CURRENT AS-BUILT ON THE JOB AT ALL TIMES.
FIELD VERIFY.
6. LOCATIONS OF AIR RELIEF VALVES MAY VARY. ACTUAL LOCATIONS SHALL BE IN ALL HIGH SPOTS ALONG THE MAINLINE IN APPROXIMATE LOCATIONS AS SHOWN,
FIELD VERIFY.
5. LOCATIONS OF MAINLINE DRAINS MAY VARY. ACTUAL LOCATIONS SHALL BE IN ALL LOW SPOTS ALONG THE MAINLINE IN APPROXIMATE LOCATIONS AS SHOWN,
FUNCTIONAL SYSTEM.
COORDINATE AND PAY FOR ALL TECHNICAL SUPPORT NEEDS WITH CONTROL SYSTEM MANUFACTURER AND SERVICE PROVIDERS AS REQUIRED FOR COMPLETE AND
4. CONTRACTOR SHALL PROVIDE ALL DEVICES, WIRING AND PROGRAMMING AT CONTROLLER FOR A COMPLETE OPERATIONAL SYSTEM. CONTRACTOR SHALL
COORDINATE WITH THE CONCRETE CONTRACTOR TO ENSURE PROPER NUMBER, SIZE, AND LOCATION IS PROVIDED. SEE SLEEVING PLAN, I11.
INSTALLED THROUGH SLEEVE. PROVIDE SEPARATE SLEEVES FOR BOTH 120 V. AND 24 V. WIRING. WIRE SLEEVES TO BE 3" MIN. IRRIGATION CONTRACTOR SHALL
RESPONSIBILITY OF THE CONTRACTOR FOR INSTALLATION OF THE IRRIGATION SYSTEM AS SHOWN. ALL PIPE SLEEVES TO BE 2 PIPE SIZES LARGER THAN PIPE TO BE
3. SCHEDULE 40 PVC SLEEVES ARE REQUIRED UNDER ALL HARD AND GRAVEL SURFACES, EXISTING AND PROPOSED. LOCATION AND NUMBER OF SLEEVES IS THE
FEATURES. REASONABLE CHANGES IN PIPE LAYOUT MAY BE MADE BY THE CONTRACTOR WITH THE ADVANCE APPROVAL OF THE LANDSCAPE ARCHITECT.
2. IRRIGATION PLAN IS DIAGRAMMATIC IN NATURE. FIELD ADJUSTMENT OF IRRIGATION COMPONENTS MAY BE NECESSARY TO AVOID CONFLICTS WITH EXISTING SITE
BE CONTRACTOR'S RESPONSIBILITY.
1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES ON SITE OR ADJACENT PROPERTY SHALL
LEGEND:
SYMBOL DESCRIPTION SIZE MANUF.MODEL NUMBER
D
ZONE #
GPM
44' RADIUS
38' RADIUS
34' RADIUS
31' RADIUS
19' RADIUS
14' RADIUS
10' RADIUS
5' X 15', 5' X 30'
8' RADIUS
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ROTOR SPRINKLER
ROTOR SPRINKLER
ROTOR SPRINKLER
ROTOR SPRINKLER
ROTARY SPRINKLER
ROTARY SPRINKLER
ROTARY SPRINKLER
ROTARY SPRINKLER
SPRAY SPINKLER
BUBBLER(S)
HUNTER
HUNTER
HUNTER
HUNTER
HUNTER
HUNTER
HUNTER
HUNTER
HUNTER
HUNTER
D
SATELLITE CONTROLLER
MASTER VALVE/FLOW SENSOR
WEATHER SENSOR
ELECTRIC CONTROL VALVE
QUICK COUPLING VALVE
MAINLINE DRAIN VALVE
ISOLATION VALVE
AIR RELIEF VALVE
A2C-75D-SS-PED-SS W/ A2C-LTEM W/ EXTERNAL ANTENNA-10010100
3300300/QS200-30
WSS-SEN
PESB SERIES
44 LRC
C10-SP
HUNTER
SUPERIOR/FLOMEC
HUNTER
RAINBIRD
RAINBIRD
AS SPECIFIED
AS SPECIFIED
BERMAD
I-20-06-CV-8.0, 8.0 GPM @ 45 PSI
I-20-06-CV-3.0, 3.0 GPM @ 45 PSI
I-20-06-CV-2.0, 2.0 GPM @ 45 PSI
I-20-06-CV-1.5, 1.5 GPM @ 45 PSI
MP2000 @ 40 PSIPRS40-CV-PROS-06-
MP1000 @ 40 PSIPRS40-CV-PROS-06-
MP800SR @ 40 PSIPRS40-CV-PROS-06-
PROS-06-PRS40-CV-MPLCS/RCS-515 & MPSS-530
PROS-06-PRS30-CV-8 SERIES, 30 PSI (BROWN)
PROS-06-CV-PCN-10, 1.0 GPM @ 30 PSI (2/TREE)
75 STATION
3"/3"
AS NOTED
1"
LINE SIZE
2"
PA-1
222.6
2"
SEE NOTES
AS SHOWN
AS SHOWN
AS SHOWN
SEE DETAILS
SEE DETAILS
SCHEDULE 40
SCHEDULE 40 SOLVENT WELD
CLASS 200 GASKETED
CLASS 200 GASKETED
BLOWOUT ASSEMBLY
CAMLOCK CONNECTION
SLEEVES - PVC
LATERAL LINE - PVC
IRRIGATION SUBMAIN - PVC
IRRIGATION MAIN- PVC
GROUNDING LOCATIONGL
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
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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
I1.1
& NOTES.DGN
I1.1 IRRIGATION LEGENDIRRIGATION LEGEND & NOTES LEGEND:
NATIVE GRASS
PLANTER
NATURAL TURF (NONE THIS PHASE)
OAK STREETCOTTONWOOD ROADTURF FIELD
SYNTHETIC
FUTURE FLANDERS MILL ROADBAXTER LANE
TURF FIELD
SYNTHETIC
FUTURE
DOG PARK
FUTURE
FACILITY
MAINTENANCE
FUTURE
NOT TO SCALE
1 IRRIGATED AREA
NIC - FUTURE PHASE