HomeMy WebLinkAbout042 Towneplace Suites - Landscape Irrigation NotesCONVENTIONAL WIRE NOTES
1.GROUNDING FOR THE IRRIGATION CONTROLLER SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS AND PER THE
AMERICAN SOCIETY OF IRRIGATION CONSULTANTS GUIDELINE 100-2002 FOR EARTH GROUNDING ELECTRONIC EQUIPMENT IN
IRRIGATION SYSTEMS FOUND AT www.asic.org/Design_Guides.aspx. FOR TECHNICAL SUPPORT REGARDING THE IRRIGATION
CONTROLLER OR GROUNDING PLEASE CONTACT THE MANUFACTURER.
2.NEW CONTROLLER WIRE SHALL BE 14GA MIN. UL APPROVED WIRE. CONTRACTOR SHALL VERIFY EXISTING CONNECTIONS AND USE
UL APPROVED WIRE STRIPPER AND 3M DBY WATERPROOF CONNECTIONS AT ALL NEW SPLICES AND CONNECTION POINTS.
CONTRACTOR TO INSTALL RED ELECTRIC MARKING TAPE WITH CONTROLLER WIRE THAT IS NOT WITH MAINLINE. WIRES SHALL BE
BUNDLED TOGETHER BY BLACK ELECTRICAL TAPE EVERY 10 L.F.
3.CONTRACTOR SHALL HAVE 30" OF SPARE CONTROL WIRE PRESENT AT ALL SPLICE POINTS. SPARE WIRE SHALL BE COILED IN A NEAT
AND ORDERLY FASHION AT EACH SLICE POINT.
4.CONTRACTOR SHALL EXTEND TWO (2) SPARE CONTROL WIRES, AND ONE (1) SPARE COMMON WIRE AT THE END OF THE MAINLINE.
CONTRACTOR SHALL INSTALL ONE (1) WIRE PULL BOX AT EACH END OF THE MAINLINE.
IRRIGATION SCHEDULE
SYMBOL DESCRIPTION MODEL NO.
DESCRIPTION
DETAIL
# AND SHEET
IRRIGATION WELL IRRIGATION WELL DISCHARGE (BY OTHERS):
SIZE 2" UNLESS OTHERWISE NOTED ON WELL PUMP SPECIFICATIONS NA NA
IRRIGATION
CONTROLLER
CONTROLLER A & B: HUNTER HCC-800-PL-ICM-2200
120VAC POWER REQUIRED - SEE PLANS FOR LOCATION(S)1 LI500
RAIN
SENSOR
HUNTER SOLAR SYNC
REFER TO CONTROLLER NOTES 2 LI500
MANUAL DRAIN VALVE MATCO-NORCA 3/4" 201X
INSTALLED IN AEP 910L-1G2G VALVE BOX 3 LI500
MASTER VALVE HUNTER IBV-151G-FS-R SERIES
INSTALLED IN AEP 1015-1G2G VALVE BOX 4 LI500
FLOW SENSOR
FLOWMEC QS-200-15
WITH COMMUNICATION CABLE BACK TO CONTROLLER, INSTALLED IN AEP
1015-1G2G VALVE BOX
5 LI500
QUICK
COUPLER
HUNTER HQ-44LRC-R
INSTALLED IN AEP 910L-1G2G VALVE BOX 6 LI500
ISOLATION GATE
VALVE
MATCO - NORCA 514TX
MATCH LINE SIZE, INSTALLED IN CARSON 910 VALVE BOX W/ PURPLE LID 7 LI500
TURF VALVE
ASSEMBLY
HUNTER ICV-G-FS-R SERIES
WITH SCH 40 BALL VALVE, INSTALLED IN AEP 1015-1G2G VALVE BOX, SIZED
PER PLAN
8 LI500
DRIP VALVE
ASSEMBLY
HUNTER ICZ-101-LF-R
WITH SCH 40 BALL VALVE, INSTALLED IN AEP 1320-1G2G VALVE BOX, SIZED
PER PLAN
9 LI500
TURF SPRAY
(FIXED)
HUNTER PROS-06-PRS30-CV-R W/ PRO-SPRAY FIXED SERIES NOZZLE
NOZZLE PER PLAN 1 LI501
TURF SPRAY
(ADJUSTABLE)
HUNTER PROS-06-PRS30-CV-R W/ PRO ADJUSTABLE SERIES NOZZLE
NOZZLE PER PLAN 1 LI501
TURF
ROTOR
HUNTER I-20-06-SS-R
NOZZLE PER PLAN 2 LI301
SLEEVING CLASS 200 PVC
REFER TO SLEEVING NOTES 3 LI502
PVC MAIN LINE FROM
WELL
CLASS 200 PVC BE (PURPLE PIPE)
SIZE: 2" UNLESS OTHERWISE NOTED 4 LI502
PVC
MAINLINE (PHASE 1)
CLASS 200 PVC BE (PURPLE PIPE)
SIZE: 2" UNLESS OTHERWISE NOTED 4 LI502
PVC
MAINLINE (PHASE 2)
CLASS 200 PVC BE (PURPLE PIPE)
SIZE: 2" UNLESS OTHERWISE NOTED 4 LI502
PVC TURF
LATERAL
CLASS 200 PVC BE (PURPLE PIPE)
SIZE: 1" MINIMUM UNLESS OTHERWISE NOTED 4 LI502
DRIP
LATERAL
UV RESISTANT POLYETHYLENE (PURPLE STRIPE)
SIZE: 3/4" MINIMUM UNLESS OTHERWISE NOTED 4 LI501
FLUSH END
CAP
3/4" SCH 40 BALL VALVE & HUNTER ECO-ID (DRIP OPERATIONAL INDICATOR)
INSTALLED IN AEP 910L-1G2G VALVE BOX 8 LI501
W
C
RS
DV
MV
FS
Q
8 8 8 8
01 01 01 01
21212121
Q T H F
51515151
8 01
21 51
4.0
1.5
5.0
2.0
6.0
2.5
8.0
3.0
VALVE CALLOUT EMITTER SCHEDULE
PLANT TYPE EMITTER QTY.TOTAL GPH
PERENNIAL / GRASSES 0.5 GPH TWO EACH 1.0 GPH
DECIDUOUS SHRUBS 1.0 GPH TWO EACH 2.0 GPH
EVERGREEN SHRUBS 1.0 GPH TWO EACH 2.0 GPH
DECIDUOUS TREE 1.0 GPH EIGHT EACH 8.0 GPH
EVERGREEN TREE 1.0 GPH EIGHT EACH 8.0 GPH
EMITTER NOTES
1. ALL PLANT MATERIAL SHALL BE IRRIGATED WITH RAIN BIRD XB SERIES PRESSURE COMPENSATING EMITTERS.
2. EMITTER SCHEDULE IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL ADJUST EMITTER AND NUMBER OF EMITTERS BASED ON THE
NEEDS OF INDIVIDUAL PLANTS OR PLANT HYDROZONES.
3. 1/4" DISTRIBUTION TUBING NOT TO EXCEED 8' IN LENGTH.
4. RAIN BIRD DBC-025 DIFFUSER BUG CAP AND TS-025 STAKE ON ALL 1/4" DISTRIBUTION TUBING EMISSION POINTS.
5. REFER TO DRIP IRRIGATION DETAILS LI500 DETAIL NUMBER 5-8
XXX"
X - X
ZONE DESIGNATION:
T (TREES), S (SHRUBS),
G (TURF), N (NATIVE),
X (MISC)
VALVE/STATION NUMBER
VALVE FLOW: (GPM)
VALVE SIZE
IRRIGATION CONTRACTOR SHALL INSTALL GATE VALVE AT THIS APPROXIMATE LOCATION ALONG WITH 3 FOOT LENGTH OF
CONTROL WIRE FOR FUTURE PHASE 2 CONNECTION AND CONTINUATION.
IRRIGATION CONTRACTOR TO INSTALL IRRIGATION SLEEVE FOR CONTROL WIRES TO CONTROLLER IN THIS APPROXIMATE
LOCATION.
IRRIGATION CONTRACTOR TO INSTALL TWO (2) IRRIGATION RAIN SENSOR FOR BOTH SITE CONTROLLERS (A & B) ON THE LIGHT
POLE SHOWN AT THE APPROXIMATE LOCATION SHOWN. CONFIRM FINAL LOCATION WITH OWNER'S REPRESENTATIVE.
IRRIGATION EQUIPMENT SHOWN OUT OF LANDSCAPE FOR GRAPHICAL CLARITY ONLY. ALL IRRIGATION MAINLINE, VALVES AND
EQUIPMENT TO BE INSTALLED WITHIN LANDSCAPED AREAS.
1
2
3
4
IRRIGATION GENERAL NOTES
1.THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL THE IMPROVEMENTS SHOWN ON
THE PLANS.
2.THE CONTRACTOR SHALL COORDINATE AS NECESSARY WITH THE GENERAL CONTRACTOR AND OWNER'S REPRESENTATIVE FOR
SUCCESSFUL COMPLETION OF THIS WORK.
3.ALL IRRIGATION EQUIPMENT IS TO BE AS SPECIFIED OR APPROVED EQUAL PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE.
THE CONTRACTOR ASSUMES ALL LIABILITY ASSOCIATED WITH THE MODIFICATION OF THE IRRIGATION SYSTEM DESIGN WITHOUT
NOTIFYING THE OWNER'S REPRESENTATIVE.
4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT A THOROUGH SITE INSPECTION AND REVIEW OF THE PROJECT
CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: LANDSCAPE PLAN, UTILITY PLAN, CIVIL UTILITY PLAN,
ARCHITECTURE PLAN, GRADING AND DRAINAGE PLAN AND ALL OTHER ASSOCIATED PLANS AND SPECIFICATIONS THAT AFFECT THIS
WORK PRIOR TO START OF WORK. IF THE AND CONTRACTOR OBSERVES ANY DISCREPANCIES AMONG THE CONSTRUCTION
DOCUMENTS AND THE EXISTING CONDITIONS ON SITE, IT IS THEIR RESPONSIBILITY TO CONTACT THE OWNER'S REPRESENTATIVE
IMMEDIATELY.
5.THE CONTRACTOR MUST VERIFY THE LOCATION OF ALL PUBLIC AND PRIVATE UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. IF
THE CONTRACTOR FAILS TO DO SO AND DAMAGES ANY UNDERGROUND UTILITIES. THE CONTRACTOR SHALL PAY FOR ANY REPAIR
WORK ASSOCIATED WITH SAID DAMAGES.
6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ADEQUATE VERTICAL AND HORIZONTAL SEPARATION BETWEEN ALL IRRIGATION
DISTRIBUTION LINES AND ALL UTILITIES (EXISTING OR PROPOSED), CONDUIT, STORM WATER COMPONENTS, DRAINS, ETC.
7.THE CONTRACTOR SHALL CONFORM TO ALL LOCAL AND STATE REGULATIONS AND INSTALL THE IRRIGATION SYSTEM AND ITS
COMPONENTS PER MANUFACTURER'S SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN AND PROVIDE PAYMENT FOR ALL PERMITS
REQUIRED BY ANY LOCAL AND STATE AGENCIES AND UTILITY COMPANIES HAVING JURISDICTION OVER THIS SITE.
8.THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND PAYING FOR CERTIFICATION OF ANY CROSS CONTAMINATION DEVICES
REQUIRED BY A STATE CERTIFIED INSPECTOR. THE CONTRACTOR SHALL PROVIDE CERTIFICATES TO OWNER'S REPRESENTATIVE
PRIOR TO PROJECT ACCEPTANCE.
9.IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED WITHIN LANDSCAPE AREAS AND WITHIN THE
PROJECT LIMITS. EQUIPMENT SHOWN OUTSIDE OF THESE LIMITS IS SHOWN FOR GRAPHIC CLARITY ONLY. IF THERE IS A QUESTION
REGARDING THE LOCATION OF ANY COMPONENT OF THE IRRIGATION SYSTEM, IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CONTACT THE OWNER'S REPRESENTATIVE. IF THE CONTRACTOR NEGLECTS TO NOTIFY THE NECESSARY PARTIES, THE CONTRACTOR
SHALL PAY FOR ANY REPLACEMENT OR MODIFICATION TO ENSURE PROPER LOCATION AND OPERATION OF THE IRRIGATION SYSTEM
AND ITS COMPONENTS.
10.ALL IRRIGATION DISTRIBUTION LINES AND EQUIPMENT INCLUDING BUT NOT LIMITED TO, MAINLINE, LATERALS, SPRAY HEADS, DRIP
EMITTERS SHALL BE KEPT A MINIMUM DISTANCE OF 6' AWAY FROM ALL BUILDING AND WALL FOUNDATIONS, OR AS STIPULATED IN THE
GEOTECHNICAL REPORT , WHICHEVER IS GREATER. EQUIPMENT MAY BE SHOWN IN THIS AREA FOR GRAPHIC CLARITY. COORDINATE
ALL REQUIRED SETBACKS WITH OWNER'S REPRESENTATIVE PRIOR TO START OF WORK.
11.EACH VALVE SHALL BE INSTALLED IN A SEPARATE VALVE BOX AS DETAILED. ALL VALVE BOXES AND LIDS SHALL BE COMMERCIAL
GRADE, PLASTIC WITH SELF LOCKING COVERS. LID COLOR TO BE PURPLE (OR AS REQUIRED BY THE STATE). INSTALL FLUSH TO FINISH
GRADE AND PER CONSTRUCTION DETAILS. DO NOT INSTALL IN PAVED AREAS OR IN BOTTOMS OF DRAINAGE SWALES/BASINS.
12.CONTRACTOR SHALL INSTALL DETECTABLE MARKING TAPE OR #14g DIRECT BURY TRACER WIRE IN ALL PRESSURE MAINLINE
TRENCHES. SEE IRRIGATION DETAILS FOR MORE INFORMATION.
13.PLANT MATERIAL LOCATIONS TAKE PRECEDENCE OVER ROUTING OF IRRIGATION PIPING. COORDINATE INSTALLATION OF IRRIGATION
EQUIPMENT SO THAT IT DOES NOT INTERFERE WITH THE PLANTING OF TREES OR OTHER LANDSCAPE MATERIAL.
14.THE CONTRACTOR SHALL MARK THE LOCATION OF THE MAINLINE, CONTROL VALVES, GATE VALVES AND HEAD LAYOUT OF A
REPRESENTATIVE SPRAY ZONE. SCHEDULE A REVIEW WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
15.INSTALL SCH. 40 BALL WITH OPERATIONAL INDICATOR AT ENDS OF ALL DRIP LATERALS AS DETAILED. FLUSH ALL LATERALS
THOROUGHLY BEFORE INSTALLING EMITTERS AND BUBBLERS.
16.CONTRACTOR SHALL FINE TUNE AND ADJUST NOZZLE DIRECTION AND RADIUS TO REDUCE OVERSPRAY ONTO PAVING OR HARD
SURFACES.
17.CONTRACTOR SHALL INSTALL A QUICK COUPLER IN 10" VALVE BOX AT THE END OF ALL BRANCHES OF THE MAINLINE, OR AS SHOWN
ON PLANS, FOR WINTERIZATION AND FLUSHING OF MAINLINE.
18.THE CONTRACTOR SHALL PERFORM A PRESSURE TEST ON ALL MAINLINES. CONTRACTOR SHALL PRESSURIZE MAINLINES TO 120 PSI
AND MAINTAIN PRESSURE AT 120 PSI FOR A MINIMUM CONTINUOUS PERIOD OF TWO (2) HOURS TO ACHIEVE FINAL ACCEPTANCE.
19.THIS IRRIGATION SYSTEMS HAVE BEEN DESIGNED TO OPERATE INDEPENDENTLY DURING A THREE(3) NIGHT PER WEEK, SIXTEEN(16)
HOURS PER NIGHT WATERING WINDOW EACH. DRIP IRRIGATION ZONES MAY BE ALLOWED TO RUN ON A SEPARATE SCHEDULE FROM
THIS WATER WINDOW DEPENDING JURISDICTION. LANDSCAPE ESTABLISHMENT WILL REQUIRE INCREASED IRRIGATION WATER FOR
DURATION OF THE ESTABLISHMENT PERIOD AND MAY REQUIRE TWICE THE AMOUNT OF WATER AS ESTABLISHED PLANT MATERIAL.
THE CONTRACTOR SHALL COORDINATE WATERING SCHEDULES AND APPLICATION RATES WITH THE OWNER'S REPRESENTATIVE
PRIOR TO FINAL ACCEPTANCE.
20.THE DESIGN IS BASED ON THE FOLLOWING PROJECTED PEAK SEASON WEEKLY APPLICATION RATES AFTER ESTABLISHMENT. THESE
FIGURES WILL NEED TO BE ADJUSTED DUE TO SEASONAL CHANGES AND VARIABLE WEATHER CONDITIONS.
·FESCUE/BLUEGRASS BLEND TURF 1.75" PER WEEK PEAK SEASON
·TREE, SHRUB, AND PERENNIAL PLANT MATERIAL 1.00" PER WEEK PEAK SEASON
·NATIVE DRAUGHT TOLERANT SEED MIX 0.75" PER WEEK PEAK SEASON
23.THE CONTRACTOR SHALL PROVIDE A SEASONAL MAINTENANCE SCHEDULE WHICH SHALL BEGIN ON APRIL 15TH AND END ON
OCTOBER 15TH (OR AS REQUIRED BY THE CITY OF BOZEMAN). TO ENSURE THE EFFICIENCY AND LONGEVITY OF THE IRRIGATION
SYSTEM. THE MAINTENANCE SCHEDULE SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING LIST OF BEST MANAGEMENT
PRACTICES:
·CHECK HEADS FOR COVERAGE AND LEAKAGE.
·CHECK CONTROLLER PROGRAMMING AND ADJUST FOR SEASONAL CHANGES AS NECESSARY.
·VERIFY THAT THE WATER SUPPLY AND PRESSURE ARE AS STATED IN THE DESIGN.
·CERTIFY ANY CROSS CONTAMINATION DEVICE(S) AND WELL DATA REPORTING; DOCUMENT AND SUBMIT TO LOCAL / STATE
JURISDICTION.
·PERIODICALLY VERIFY THE THE SENSORS IN THE IRRIGATION SYSTEM ARE OPERATING CORRECTLY.
·WINTERIZATION AND SPRING START UP PROCEDURES.
IRRIGATION POINT OF CONNECTION NOTES
1.POINT OF CONNECTION: THERE ARE (2) TWO POINTS OF CONNECTION ON THIS PROJECT.
POC #1: 2" DEDICATED IRRIGATION WELL WATER DISCHARGE.
POC #2: 2" DEDICATED IRRIGATION WELL WATER DISCHARGE (SERVES FUTURE PHASE 2).
·THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL LOCAL AND STATE REQUIREMENTS FOR BACKFLOW PREVENTION OR
CROSS CONTAMINATION DEVICES. THE WELL PUMP SHALL BE CAPABLE OF PROVIDING 35 GPM AT 75 PSI DOWNSTREAM OF
ANY DEVICES NOTED ABOVE. THE DISCHARGE SHALL BE SPLIT INTO (2) TWO SEPARATE IRRIGATION SERVICES, (1) TO SERVE
THE TOWNHOME SUITES (PHASE 1), AND (2) TO SERVE FAIRFIELD INN (PHASE 2).
·THE CONTRACTOR SHALL TEST THE WATER AT THE WELL TO DETERMINE IF A FILTER IS REQUIRED OR NOT FOR THE
IRRIGATION SYSTEM TO OPERATE AS DESIGNED. IF A FILTER IS NEEDED, THE CONTRACTOR SHALL PROVIDE COST TO THE
OWNER TO PURCHASE AND INSTALL A FILTER THAT IS CAPABLE OF FILTERING THE WATER PER HUNTER SPECIFICATIONS
CALLED OUT ON THE PLANS.
·ALL PIPING DOWNSTREAM OF THE WELL DISCHARGE THROUGH THE QUICK COUPLER AT THE POINT OF CONNECTION SHALL
BE 2-INCH CLASS 200 PVC AT DEPTH OF 36" (REFER TO CITY OF BOZEMAN SPECIFICATIONS)
·THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES, OBTAIN AND PROVIDE PAYMENT FOR ALL PERMITS ASSOCIATED
WITH THIS WORK.
2.CONTROLLERS A & B: THERE ARE TWO (2) WALL-MOUNTED CONTROLLERS LOCATED IN THE MECHANICAL ROOM AS SHOWN (FINAL
LOCATION IN MECHANICAL ROOM TO BE VERIFIED WITH OWNER).
CONTROLLER (A): SERVES THE TOWNHOME SUITES (PHASE 1)
CONTROLLER (B): SERVES FAIRFIELD INN (PHASE 2); REFER TO PHASE 2 PLANS FOR FINAL LOCATION.
·CONTROLLERS SHALL BE PROGRAMMED INDEPENDENTLY TO RUN MULTIPLE VALVES AT ONE TIME WITH A TOTAL MAXIMUM
FLOW OF 35 GPM, COMBINED.
·CONTROLLERS, TO BE MOUNTED PER DETAILS AND MANUFACTURER'S SPECIFICATIONS.
·CONTRACTOR TO COORDINATE WITH OWNER'S REPRESENTATIVE AND ELECTRICAL PLANS FOR POWER SERVICE. ALL
ELECTRICAL EQUIPMENT AND POWER CONNECTION INSTALLATION SHALL CONFORM TO ALL LOCAL CODES. INSTALL A LINE
VOLTAGE SURGE DEVICE (INTERMATIC AG2401C3/ OR SQUARE D SDSA1175) FOR 120V IN A JUNCTION BOX PRIOR TO
CONTROLLER.
·RAIN/FREEZE SENSOR: MOUNT THE RAIN SENSOR ON A POLE IN PROXIMITY TO THE CONTROLLER. THE SENSOR SHALL BE
MOUNTED IN A LOCATION IN FULL SUN AND OPEN TO RAINFALL. SENSOR SHALL BE NO MORE THAN 200' FROM WIRELESS
RECEIVER. MOUNT WIRELESS RECEIVER ON OR ADJACENT TO THE IRRIGATION CONTROLLER.
3.SYSTEM PRESSURE: THE SYSTEM HAS BEEN DESIGNED PER THE FOLLOWING SPECIFICATIONS: REQUIRED MINIMUM STATIC
PRESSURE OF 70 PSI AND MAXIMUM SAFE VELOCITY OF 5 FPS IN ANY PVC PIPE AND 7.5 FPS IN ANY COPPER PIPE.
·THE STATIC DISCHARGE PRESSURE SET AT THE IRRIGATION POC SHALL BE SET TO APPROXIMATELY 70 PSI.
·THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE PRESSURE IN THE FIELD AT THE POINT OF CONNECTION BEFORE
CONSTRUCTION BEGINS AND FOR NOTIFYING THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THE DESIGN
PRESSURE OF THE SYSTEM AND THE MEASURED PRESSURE IN THE FIELD. IF THE CONTRACTOR FAILS TO NOTIFY OWNER'S
REPRESENTATIVE OF SUCH DISCREPANCIES, THEN THE CONTRACTOR ASSUMES ALL LIABILITY AND COSTS ASSOCIATED WITH
SYSTEM MODIFICATIONS TO ACCOMMODATE THE ACTUAL PRESSURE.
·FLOW SENSOR: SENSOR REQUIRES A MINIMUM FLOW FOR PROPER READINGS. MULTIPLE ZONES MAY BE REQUIRED TO RUN
SIMULTANEOUSLY TO ACHIEVE THE MINIMUM FLOWS REQUIRED. CONTRACTOR TO SET 'K' VALUES PER MANUFACTURER.
4.FLOW SENSORS REQUIRE A MINIMUM FLOW OF 0.55 GPM.
5.COMMUNICATION: IT IS RECOMMENDED THAT THE IRRIGATION CONTROLLER BE CONNECTED TO A WATER MANAGEMENT CONTROL
SOFTWARE FOR OPTIMUM FUNCTION OF THE IRRIGATION SYSTEM. COORDINATE WITH OWNER'S REPRESENTATIVE AND CONTACT
THE LOCAL CONTROLLER MANUFACTURER REPRESENTATIVE OR AUTHORIZED VENDOR PRIOR TO ORDERING CONTROLLER FOR
COMMUNICATION AND CONNECTIVITY OPTIONS.
SLEEVING COORDINATION NOTES
1.INSTALLATION OF IRRIGATION SLEEVING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR
SHALL COORDINATE WITH THE IRRIGATION CONTRACTOR FOR LOCATION AND SIZING OF SLEEVES PRIOR TO THE START OF
CONSTRUCTION.
2.SLEEVES SHALL BE INSTALLED PRIOR TO THE START OF PAVING OPERATIONS.
3.THE CONTRACTOR SHALL SLEEVE ALL IRRIGATION DISTRIBUTION LINES, VALVE CONTROL WIRES AND COMMUNICATION WIRES
UNDER ALL PAVED SURFACES, WALL FOOTERS, DRAINAGE CHANNELS, INLETS, CATCH BASINS, ETC.
4.ALL SLEEVES SHALL EXTEND A MINIMUM OF 12" BEYOND EDGE OF ALL OBSTRUCTIONS. NO TEES, ELLS OR OTHER TURNS IN PIPING
SHALL BE LOCATED UNDER ANY OBSTRUCTIONS.
5.EACH PIPE SHALL BE IN A SEPARATE SLEEVE. WIRES SHALL BE IN A SEPARATE PIPE UNDER ALL PAVED SURFACES.
6.SLEEVING SHALL BE INSTALLED PER THE SIZES AND QUANTITIES SHOWN ON THE PLANS BASED ON THE CHART BELOW.
PIPING REQUIRED SLEEVE SIZE
MAINLINE PIPING 4" CLASS 200 PVC
LATERAL PIPING 2X NOMINAL DIAMETER OF LATERAL
CONTROL WIRES 2" CLASS 200 PVC
IRRIGATION KEY NOTES
CITY OF BOZEMAN NOTES
1.A WELL, INCLUDING EQUIPMENT ND ASSOCIATED PERMITTING, USED FOR PUBLIC IRRIGATION MUST BE TRANSFERRED TO THE
CITY OR POA AS APPLICABLE. A CERTIFICATE OF WATER RELATED IMPROVEMENTS IS REQUIRED PER SECTION 38.240.530. ANY
FINANCIALLY GUARANTEED WATER RELATED IMPROVEMENT AGREEMENTS MUST INCLUDE A WARRANTY OF WORKMANSHIP.
2.ALL IRRIGATION WELLS LOCATED WITHIN THE EXTERIOR BOUNDARIES OF THE DEVELOPMENT SHALL INCLUDE MONTANA DNRC
CERTIFICATES WHICH SHALL BE PROVIDED TO THE CITY WITH THE FINAL PLAT SUBMITTAL. OWNERSHIP OF ANY WELL AND
ASSOCIATED WATER RIGHT WITHIN COMMON OPEN SPACE OWNED BY THE PROPERTY OWNER'S ASSOCIATION SHALL BE
TRANSFERRED TO THE PROPERTY OWNER'S ASSOCIATION IN CONJUNCTION WITH THE FINAL PLAT. ALL WELLS SHALL INCLUDE A
METER OR OTHER DEVICE A WATER METER OR OTHER DEVICE TO DETERMINE CONSUMPTION.
W W W W W W W
PHASE 1 IRRIGATION ANNUAL WATER USE ESTIMATE
IRRIGATION
NOTES
LI001
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:TOWNEPLACE SUITES HOTEL - BOZEMAN WESTSITE PLAN DESIGNNORTHEAST CORNER OF N27TH AVE AND HONOR LANE | BOZEMAN, MT.BRAXTON DEVELOPMENT
1735 S. 19TH AVE. SUITE B
BOZEMAN, MT 59718
406.582.8100
JB, REJS01/25/23: SITE PLAN
06/09/23: SITE PLAN
R
1101 Bannock Street
Denver, CO 80204
P 303.892.1166
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