HomeMy WebLinkAboutR-374136IRRIGATION LEGEND
SYMBOL
ITEM
CPP°es HUNTER MP3000 NOZZLE
W/ RAINBIRD 1800 SAM BODY
94hokakulk HUNTER MP2000 NOZZLE
W/ RAINBIRD 1800 SAM BODY
HUNTER MP1000 NOZZLE
OPP��o W/ RAINBIRD 1800 SAM BODY
HUNTER MP STRIP NOZZLE
°_c;D W/ RAINBIRD 1800 SAM BODY
IEEE CONTROL STATION
VALVE SIZE
x GALLONS PER MINUTE
e AUTOMATIC VALVE
C2 CONTROLLER
A QUICK COUPLING VALVE
® ISOLATION VALVE
- - - - IRRIGATION MAINLINE
IRRIGATION LATERAL LINE
SLEEVING
POC POINT OF CONNECTION
NOTES
RADIUS: 30'; PSI: 40; PRECIP. RATE: 0.45 IN /HR
RADIUS: 30'; PSI: 40; PRECIP. RATE: 0.45 IN /HR
RADIUS: 30'; PSI: 40; PRECIP. RATE: 0.45 IN /HR
RADIUS: 5'x15', 5'x30'; PSI: 40; PRECIP. RATE: 0.45 IN /HR
HUNTER PGV SERIES W/ FLOW CONTROL
III i'.
RAINBIRD 33DLRC
AQUA IPS GATE
SCHEDULE 40 PVC, SIZE PER PLAN
CLASS 200 PVC, SIZE PER PLAN
SCHEDULE 40 PVC, SIZE PER NOTE 12, SHEET L2.3
DRIP IRRIGATION SCHEDULE
SEE DETAILS 1, 2, & 3 ON DWG STD- LRD103. DRIPPER TUBING, 12" EMITTER
- - SPACING WITH 0.9 GPH EMITTER DISCHARGE, 18" LATERAL ROW SPACING. PLANS
- - -- INDICATE GENERAL DIRECTION AND ORIENTATION OF DRIPPER TUBING.
MODEL # 'TLCV9 -12' (NETAFIM CV TECHLINE)
❑p AIR VACUUM RELIEF VALVE, NETAFIM 'TL2W75MA' - LOCATE AT
HIGH POINT OF IRRIGATION CIRCUIT
Q MANUAL FLUSHING SHUT -OFF VALVE NETAFIM MODEL # 'TLFV -1'
LOCATE AT LOW POINT OF IRRIGATION CIRCUIT
NETAFIM PRESSURE REGULATING VALVE, 1 -1/2" NETAFIM DISC
FILTER, 80 MESH
NOTE: NOT FOR CONSTRUCTION, NOT SHOWN FOR ADDENDUM #4
IRRIGATION CONTROL STATIONS
1 2 3 4 5 6 7
10.00 15.00 32.00 23.00 5.00 41.00 26.00
8 9 10 11 12 13 14
10.50 40.00 16.00 34.00 9.00 48.00 16.00
NOTE: NOT FOR CONSTRUCTION, STATIONS HAVE NOT BE RECALCULATED FOR ADDENDUM #4
IRRIGATION NOTES
1. A TEMPORARY IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL FOR THE PLANT
ESTABLISHMENT PERIOD OF TWO YEARS. AFTER WHICH, ALL AT -GRADE ELEMENTS OF THE SYSTEM
SHALL BE DISMANTLED AND REMOVED FROM THE PROJECT SITE. WHAT SHALL REMAIN IS THE POINT
OF CONNECTION, THE MAIN LINE, MAIN SHUT -OFF VALVE, ISOLATION VALVES AND THE QUICK - COUPLING
VALVES. ALL PIPE STUBS ALONG MAIN SHALL BE CAPPED.
2. VERIFY STATIC WATER PRESSURE AT POC PRIOR TO BEGINNING WORK. SUBMIT RESULTS TO THE
LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF WORK. CONFIRM AVAILABLE WATER PRESSURE IS
SUFFICIENT TO OPERATE SYSTEM EFFICIENTLY. CONTRACTOR SHALL SIZE BOOSTER PUMP ( IF
NECESSARY) TO ACHIEVE REQUIREMENTS PER CONTRACT DOCUMENTS.
3. VALVES, MAIN LINE, LATERAL LINES AND POINT OF CONNECTION ARE SHOWN SCHEMATICALLY FOR
FUNCTIONAL CLARITY, AND NOT TO BE CONSTRUED AS ACTUAL LAYOUT. ALL SPRINKLER ARCS, NOZZLE
SIZES AND LOCATIONS TO BE ADJUSTED TO PROVIDE HEAD -TO -HEAD COVERAGE AND TO ELIMINATE
OVER -SPRAY ON ADJACENT PAVEMENT, BUILDINGS, FENCES, ETC.
4. FLUSH VALVES AND AIR RELIEF VALVES ARE SCHEMATICALLY LOCATED ON PLAN.
CONTRACTOR
SHALL
VERIFY HIGH AND LOW SPOTS IN THE SYSTEM TO ACCURATELY LOCATE VALVES.
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5. IRRIGATION POINT OF CONNECTION (POC) AND CONTROLLER SHALL BE LOCATED
AS SHOWN ON
PLANS.
COORDINATE WITH OTHER DISCIPLINES FOR WATER MAIN CONNECTION, ROUTING
OF PIPING, AND
ADDENDUM #4
ELECTRICAL SOURCE AND WIRING FOR CONTROLLER UNIT.
UTILITY SET
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6. ALIGN VALVE BOXES SQUARE TO EACH OTHER AND WITH EDGE OF ADJACENT CURB,
PAVEMENT,
OR
BUILDING. LOCATE VALVE BOXES MIN 12" FROM CURBS, WALKS, AND PATHWAYS.
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7. COORDINATE POWER TO CONTROLLER AND CONTROL COMPONENTS. TEMPORARY
POWER MAY BE
REQUIRED FOR SYSTEMS OPERATION.
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8. CONTRACTOR TO PROVIDE EXTRA CAUTION WHILE WORKING AROUND (AND WITHIN, IF NECESSARY)
THE
CRITICAL ROOT ZONE OF EXISTING TREES THAT ARE TO REMAIN. SEE PLANTING
PLAN DRAWINGS
FOR
LOCATION OF TREES TO BE PROTECTED.
9. ALL WORK WITHIN CRITICAL ROOT ZONES OF EXISTING TREES SHALL BE IN ACCORDANCE WITH
SPECIFICATIONS SECTION 01 56 39 ON TREE PROTECTION. ROUTE IRRIGATION LINES AROUND OR UNDER
EXISTING TREE ROOTS, OR AS DETAILED IN THE SPECIFICATIONS. TRENCHES HAVING EXPOSED TREE
ROOTS SHALL BE BACK FILLED WITHIN 24 HOURS UNLESS ADEQUATELY PROTECTED BY MOIST SOIL OR
MULCH AS APPROVED BY PROJECT ENGINEER.
10. ALL LATERAL LINES ARE ASSUMED TO BE CLASS 200 PVC AND SHALL BE SIZED BASED ON THE
FOLLOWING FLOW VOLUMES:
0 -10 GPM: "
4
10 -16 GPM: 1"
16 -26 GPM: 1 -4"
26 -35 GPM: 1 -4"
35 -55 GPM: 2"
55 -80 GPM: 2 -4"
11. SYSTEM LATERAL PIPING AND SPRINKLER SHALL BE INSTALLED AT- GRADE.
12. SLEEVING IS REQUIRED FOR ALL IRRIGATION MAIN LINES, LATERALS AND CONTROL WIRES UNDER NEW
AND EXISTING PAVEMENTS, WALLS, CURBS, ETC. SLEEVED PIPE TO GO FROM PLANTING BED TO
PLANTING BED. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SLEEVING INSTALLATION AND
SPECIFIC LOCATIONS FOR COMPLETE INSTALLATION OF WORK. ALL SLEEVING SHALL BE AS INDICATED ON
DRAWINGS. IF NOT SHOWN, SLEEVE SHALL BE 2 TIMES THE DIAMETER OF THE INSERTED IRRIGATION
PIPE.
13. MAIN LINE PIPING LAYOUT, SLEEVES, AND VALVE LOCATIONS SHALL BE STAKED IN FIELD BY
CONTRACTOR. STAKING AND PRESSURE SHALL BE APPROVED BY THE PROJECT ENGINEER PRIOR TO
INSTALLATION.
14. ALL PLANTED AREAS TO BE IRRIGATED AS INDICATED ON PLAN. CONTRACTOR SHALL MAKE ALL
NECESSARY ADJUSTMENTS TO THE IRRIGATION PLAN TO ASSURE COMPLETE AND ADEQUATE HEAD TO
HEAD COVERAGE AND TO ELIMINATE OVERSPRAY ON ADJACENT PAVEMENT, BUILDINGS, FENCES, ETC.
SEE CORRESPONDING PLANTING PLAN FOR LAYOUT.
R- 314136
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ADDENDUM #1
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UTILITY SET
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PERMIT FWSIONMYIAR 081191
NO
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DATE
1
DERMITREIVAISIO
05. 07.1
IRRIGATION
3
IERMITREVISIO
07.16.14
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08.19.1
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08.19.1
PLOT DATE: 06119/14
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PLOT DATE: 06119/14
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SUBJECT TO
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