HomeMy WebLinkAboutBLOOM FILING FOUR - FDP240001 - SUBMITTAL DOCUMENTS - ROUND 3 - Irrigation PlansIRRIGATION SCHEDULE
SYMBOL DESCRIPTION MODEL NO.
DESCRIPTION
DETAIL
# AND SHEET
IRRIGATION POC 2" DEDICATED NON-POTABLE IRRIGATION SERVICE
REFER TO FILING ONE DISTRIBUTION PLANS NA NA
IRRIGATION
CONTROLLER
RAIN BIRD ESP-LXIVM + LXMM + IQNCC4G
120VAC POWER REQUIRED - SEE PLANS FOR LOCATION(S)1 LI501
RAIN
SENSOR
RAIN BIRD WR2-RFC
REFER TO CONTROLLER NOTES 2 LI501
ISOLATION GATE
VALVE
NIBCO T-113K (2.5" AND SMALLER)
MATCH LINE SIZE, INSTALLED IN AEP 910L-1L2L VALVE BOX 3 LI501
MANUAL DRAIN VALVE MATCO-NORCA 3/4" 201X
INSTALLED IN AEP 910L-1L2L VALVE BOX 4 LI501
MASTER VALVE RAIN BIRD 200EFB-CP-IVM-R SERIES
INSTALLED IN AEP 1015-1L2L VALVE BOX 5 LI501
FLOW SENSOR FLOWMEC QS-200-15
WITH LXIVM-SEN DECODER, INSTALLED IN AEP 1015-1L2L VALVE BOX 6 LI501
QUICK
COUPLER
RAIN BIRD 5NP
INSTALLED IN AEP 910L-1L2L VALVE BOX 7 LI501
GROUNDING / LINE
SURGE SUPRESSION
COPPER-CLAD GROUNDING ROD
WITH WATERPROOF WIRE CONNECTORS AND IVM-SD SURGE ARRESTING
DECODER, INSTALLED IN AEP 910L-1L2L VALVE BOX.
8 LI501
TURF VALVE
ASSEMBLY
RAIN BIRD PE-IVM SERIES
WITH SCH 40 BALL VALVE, INSTALLED IN AEP 1015-1L2L (1") / 1320-1L2L (1.5"+)
VALVE BOX, SIZED PER PLAN
4 LI502
DRIP VALVE
ASSEMBLY
RAIN BIRD XCZ-100-IVM-Q
WITH SCH 40 BALL VALVE, INSTALLED IN AEP 1320-1L2L VALVE BOX, SIZED PER
PLAN
5 LI502
TURF
ROTOR
RAIN BIRD 5006-SAM-R-SS-NP
STANDARD (BLUE) LOW ANGLE (GRAY) SHORT RADIUS (BLACK) NOZZLE 6 LI502
TURF
ROTOR
RAIN BIRD 8005-NP-SS
NOZZLE PER PLAN 6 LI502
TURF
ROTOR
RAIN BIRD 6504-NP-SS
NOZZLE PER PLAN 6 LI502
TURF ROTARY RAIN BIRD RD06-SAM-P45-NP WITH R-VAN SERIES NOZZLE
NOZZLE PER PLAN 7 LI502
TURF SPRAY
(FIXED)
RAIN BIRD RD06-SAM-PRS30-NP WITH U-SERIES NOZZLE
NOZZLE PER PLAN 7 LI502
TURF SPRAY
(ADJUSTABLE)
RAIN BIRD RD06-SAM-PRS30-NP WITH HE-VAN SERIES NOZZLE
NOZZLE PER PLAN 7 LI502
NATIVE
ROTOR
RAIN BIRD 5012-SAM-R-NP
NOZZLE PER PLAN 8 LI502
NATIVE
ROTOR
RAIN BIRD 8005-NP
NOZZLE PER PLAN 8 LI502
NATIVE
ROTOR
RAIN BIRD 6504-NP
NOZZLE PER PLAN 8 LI502
NATIVE SEED
ROTARY
RAIN BIRD RD12-S-P45-NP WITH R-VAN SERIES NOZZLE
NOZZLE PER PLAN 9 LI502
NATIVE SEED
SPRAY (FIXED)
RAIN BIRD RD12-S-P30-NP WITH U-SERIES NOZZLE
NOZZLE PER PLAN 9 LI502
NATIVE SEED
SPRAY (ADJ)
RAIN BIRD RD12-S-P30-NP WITH HE-VAN SERIES NOZZLE
NOZZLE PER PLAN 9 LI502
TREES IN NATIVE TWO (2) CONCENTRIC RINGS OF RAIN BIRD XFS-CVP-09-12 DRIPLINE 1 LI503
PLANTER POT
ASSEMBLIES
TRANSITION TO RAIN BIRD XBT-05-6 MULTI-OUTLET EMITTER
COIL DRIPLINE AROUND PLANTER 2 LI503
MAINLINE CAP
FUTURE CONNECTION
SCH 40 PVC CAP AND 5-FT OF CONTROL WIRE INSTALLED IN AEP 910L-1L2L
VALVE BOX
3 LI502
SLEEVING CLASS 200 PVC
REFER TO SLEEVING NOTES 1 LI502
PVC
MAINLINE
CLASS 200 PVC BE (PURPLE)
SIZE: 2.5" UNLESS OTHERWISE NOTED 2 LI502
PVC TURF
LATERAL
CLASS 200 PVC BE (PURPLE)
SIZE: 1" MINIMUM UNLESS OTHERWISE NOTED 2 LI502
PVC TREE
LATERAL
CLASS 200 PVC (PURPLE)
SIZE: 1" UNLESS OTHERWISE NOTED 2 LI502
DRIP
LATERAL
UV RESISTANT POLYETHYLENE
SIZE: 3/4" MINIMUM UNLESS OTHERWISE NOTED 3-5 LI503
FLUSH END
CAP
HOSE END FLUSH CAP & OPERATIONAL INDICATOR
INSTALLED IN AEP 910L-1L2L VALVE BOX 6 LI503
IR
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8 8 8 8
01 01 01 01
21212121
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51515151
8 01
21 51
10
18
08
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06
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04
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R-VAN STRIP
R-VAN14
R-VAN18
R-VAN24
8 8 8 8
01 01 01 01
21 21 21 21
51 51 51 51
Q T H F
8 01
21 51
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
TREES IN NATIVE TREE RING ASSEMBLY-SEE ABOVE
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 SHEET LI-503
XXX"
X - X
ZONE DESIGNATION:
T (TREES), S (SHRUBS),
G (TURF), N (NATIVE),
X (MISC)
VALVE/STATION NUMBER
VALVE FLOW: (GPM)
VALVE SIZE
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.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.
9.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.
10.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. INSTALL FLUSH TO FINISH GRADE AND PER CONSTRUCTION
DETAILS. DO NOT INSTALL IN PAVED AREAS OR IN BOTTOMS OF DRAINAGE SWALES/BASINS.
11.CONTRACTOR SHALL INSTALL DETECTABLE MARKING TAPE OR #14g DIRECT BURY TRACER WIRE IN ALL PRESSURE MAINLINE
TRENCHES. SEE IRRIGATION DETAILS FOR MORE INFORMATION.
12.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.
13.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.
14.INSTALL SCH. 40 BALL WITH OPERATIONAL INDICATOR AT ENDS OF ALL DRIP LATERALS AS DETAILED. FLUSH ALL LATERALS
THOROUGHLY BEFORE INSTALLING EMITTERS AND BUBBLERS.
15.CONTRACTOR SHALL FINE TUNE AND ADJUST NOZZLE DIRECTION AND RADIUS TO REDUCE OVERSPRAY ONTO PAVING OR HARD
SURFACES.
16.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.
17.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.
18.THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE DURING A THREE(3) NIGHT PER WEEK, SIXTEEN(16) HOURS PER NIGHT
WATERING WINDOW. 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.
19.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
20.THE CONTRACTOR SHALL PROVIDE A SEASONAL MAINTENANCE SCHEDULE WHICH SHALL BEGIN ON APRIL 15TH AND END ON
OCTOBER 15TH 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.
·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 IS ONE (1) POINT OF CONNECTION ON THIS PROJECT.
POC #1 : 2" DEDICATED NON-POTABLE IRRIGATION WATER SERVICE LOCATED AT SOUTHEAST OF BUILDING 2.
·CONTRACTOR IS TO LOCATE AND CONNECT DOWNSTREAM OF THE DEDICATED NON-POTABLE IRRIGATION WATER SERVICE
(PROVIDED BY OTHERS) WITH CLASS 200 PVC MAINLINE AT A DEPTH OF 24" OR PER LOCAL CODE, WHICHEVER IS GREATER.
EXTEND CLASS 200 PVC MAINLINE TO THE GATE VALVE, DRAIN VALVE, MASTER VALVE, FLOW SENSOR, 1" QUICK COUPLER AND
EXTEND MAINLINE TO VALVES AS SHOWN.
·ALL PIPING FROM THE DEDICATED IRRIGATION NON-POTABLE WATER SERVICE THROUGH DRAIN VALVE DOWNSTREAM OF THE
FLOW SENSOR SHALL BE THE SAME SIZE AS THE SERVICE UNLESS OTHERWISE NOTED.
·THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES, OBTAIN AND PROVIDE PAYMENT FOR ALL PERMITS ASSOCIATED
WITH THIS WORK. FINAL LOCATION OF POINT OF CONNECTION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR
TO INSTALLATION.
2.CONTROLLER LOCATION: THERE IS ONE (1) CONTROLLER ON THIS PROJECT.
CONTROLLER 'I' : PEDESTAL MOUNTED CONTROLLER LOCATED ADJACENT TO THE POINT OF CONNECTION.
·CONTROLLER SHALL BE PROGRAMMED TO RUN MULTIPLE VALVES AT ONE TIME WITH A MAXIMUM TOTAL OF 60 GPM .
·CONTROLLER, 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 BUILDING EAVE / 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 80 PSI AND MAXIMUM SAFE VELOCITY OF 5 FPS IN ANY PVC PIPE AND 7.5 FPS IN ANY COPPER PIPE.
·PER (FILING ONE DISTRIBUTION PLANS) THE STATIC PRESSURE ON SITE IS APPROXIMATELY 90 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 SENSOR REQUIRES A MINIMUM FLOW OF 0.22 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.
TWO WIRE NOTES
1.GROUNDING FOR THE IRRIGATION CONTROLLER AND DECODERS ARE TO 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. FOR ADDITIONAL TECHNICAL SUPPORT REGARDING
THE IRRIGATION CONTROLLER OR GROUNDING PLEASE CONTACT THE MANUFACTURER.
2.DO NOT LOOP TWO WIRE PATH. STAR PATTERN FROM CONTROLLER FOR EACH BRANCH OF MAINLINE.
3.CONTRACTOR IS RESPONSIBLE FOR GROUNDING THE TWO-WIRE PATH AT THE FOLLOWING LOCATIONS, BUT ARE NOT LIMITED TO:
·CONTROLLER TO BE GROUNDED INDEPENDENTLY FROM BUILDING.
·GROUND 1ST DECODER ON WIRE PATH FROM CONTROLLER.
·GROUND EVERY 8TH DECODER OR EVERY 500 FEET BETWEEN DECODERS, WHICH EVER LENGTH IS SMALLER.
·GROUND EVERY END OF WIRE PATH.
4.THE TWO-WIRE CONTROLLER REQUIRES EACH CONTROL VALVE AND SENSOR TO HAVE A DECODER. IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO PROVIDE THE PROPER DECODERS, SURGE SUPPRESSION AND GROUNDING. THE RAIN SENSOR AND FLOW
SENSOR REQUIRE A SENSOR DECODER.
5.QTY OF STATIONS (VALVES) PER MANIFOLD REQUIRED DECODER
·SINGLE STATION IVM-SOL (BUILT-IN)
·FLOW SENSOR IVM-SEN
6.CONTROLLER TWO-WIRE PATH SHALL BE MANUFACTURER'S APPROVED WIRE OR APPROVED EQUAL.
7.CONTRACTOR SHALL USE UL APPROVED WIRE STRIPPER AND WATERPROOF CONNECTIONS (DBR/Y OR APPROVED EQUAL) AT ALL
SPLICES AND CONNECTIONS POINTS.
8.PROVIDE 30" MINIMUM TWO WIRE PATH IN EACH VALVE BOX FOR MAINTENANCE.
9.CONTRACTOR SHALL INCLUDE TWO-WIRE RUN PATHS ON AS-BUILT DRAWINGS.
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 6" CLASS 200 PVC
LATERAL PIPING 2X NOMINAL DIAMETER OF LATERAL
CONTROL WIRES 2" CLASS 200 PVC
EXISTING TREE NOTES
1.ALL TRENCHING OR OTHER WORK UNDER LIMB SPREAD OF ANY AND ALL PLANT MATERIAL SHALL BE DONE BY HAND, BORING OR BY
OTHER METHODS SO AS TO PREVENT DAMAGE TO LIMBS OR BRANCHES.
2.WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES USE ALL POSSIBLE CARE TO AVOID INJURY TO TREES AND
TREE ROOTS.
3.EXCAVATION AND TRENCHING, IN AREAS WHERE 2" AND LARGER ROOTS OCCUR, SHALL BE DONE BY HAND.
4.ROOTS 2" OR LARGER IN DIAMETER SHALL BE TUNNELED UNDER AND SHALL BE HEAVILY WRAPPED WITH BURLAP TO PREVENT
SCARRING OR EXCESSIVE DRYING.
5.ROOTS SMALLER THAN 2" IN DIAMETER SHALL BE HAND TRIMMED AT THE WALL OF TRENCH, MAKING CLEAN CUTS THROUGH ROOTS.
6.TRENCHES ADJACENT TO TREES SHALL BE CLOSED WITHIN 24 HOURS, AND WHEN THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH
ADJACENT TO TREE SHALL BE KEPT SHADED WITH MOISTENED BURLAP OR CANVAS UNTIL BACKFILL.
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LI001
OWNER:
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HARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
HVMR
01/24/24 PIP 01
05/01/24 PIP 02
06/25/24 PIP 03
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
IRRIGATION NOTES
& SCHEDULE
VAULT
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BUILDING 3
BUILDING 7
BUILDING 1
BUILDING 4
DETENTION
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BUILDING 5
BUILDING 8
BUILDING 9 BUILDING 10
CLUBHOUSE
BUILDING 2
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BLOOM FILING 3,
SHOWN FOR REFERENCE ONLY- NOT A PART
FINAL DESIGN STILL PENDING
FUTURE DEVELOPMENT
PARCEL, SEE FILING ONE
FOR SEEDING AND
GRADING
FUTURE DEVELOPMENT
PARCEL, SEE FILING ONE
FOR SEEDING AND
GRADING
BUILDING 9
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OVERALL
IRRIGATION PLAN
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HARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
HVMR
01/24/24 PIP 01
05/01/24 PIP 02
06/25/24 PIP 03
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
NORTH
0 5025 100
SCALE 1" = 50'
R
LI105LI104
LI103LI102LI101
LI106
LI100
SIZE:
FLOW:
PRESSURE:
POC
90 PSI
60 GPM
2-INCH
'I'
CONTROLLER
120 VAC REQUIRED
I
Q
Q
IRRIGATION PLAN
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:
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HARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
HVMR
01/24/24 PIP 01
05/01/24 PIP 02
06/25/24 PIP 03
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
NORTH
0 2010 40
SCALE 1" = 20'
R
SHEET LI104
SH
E
E
T
L
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1
0
2
KEY MAP
LI102LI101 LI103
LI105LI104 LI106
LIMIT OF PHASE 2
LI101
MV
FS
IR
SIZE:
FLOW:
PRESSURE:
POC
90 PSI
60 GPM
2-INCH
'I'
CONTROLLER
120 VAC REQUIRED
I
I
DV
Q
Q
IRRIGATION PLAN
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:
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C
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HARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
HVMR
01/24/24 PIP 01
05/01/24 PIP 02
06/25/24 PIP 03
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
NORTH
0 2010 40
SCALE 1" = 20'
R
SHEET LI105
SH
E
E
T
L
I
1
0
3
SH
E
E
T
L
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1
0
1
KEY MAP
LI102LI101 LI103
LI105LI104 LI106
LIMIT OF PHASE 2
LI102
Q
Q
IRRIGATION PLAN
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:
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FO
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HARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
HVMR
01/24/24 PIP 01
05/01/24 PIP 02
06/25/24 PIP 03
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
NORTH
0 2010 40
SCALE 1" = 20'
R
SHEET LI106
KEY MAP
LI102LI101 LI103
LI105LI104 LI106
LIMIT OF PHASE 2
SH
E
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L
I
1
0
2
LI103
SH
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LI
1
0
5
S
Q
IRRIGATION PLAN
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:
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HARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
HVMR
01/24/24 PIP 01
05/01/24 PIP 02
06/25/24 PIP 03
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
NORTH
0 2010 40
SCALE 1" = 20'
R
SHEET LI101
SH
E
E
T
L
I
1
0
5
KEY MAP
LI102LI101 LI103
LI105LI104 LI106
LIMIT OF PHASE 2
LI104
S
Q
Q
PHASE 2 CAP/EXTENSION
PHASE 1
PHASE 2
IRRIGATION PLAN
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:
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C
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HARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
HVMR
01/24/24 PIP 01
05/01/24 PIP 02
06/25/24 PIP 03
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
NORTH
0 2010 40
SCALE 1" = 20'
R
SHEET LI102
SH
E
E
T
L
I
1
0
6
SH
E
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T
L
I
1
0
4
KEY MAP
LI102LI101 LI103
LI105LI104 LI106
LIMIT OF PHASE 2
LI105
SH
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LI
1
0
3
S S
Q
PHASE 2 CAP/EXTENSION
PHASE 1
PHASE 2
PH
A
S
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1
PH
A
S
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2
Q
IRRIGATION PLAN
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:
CH
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FO
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L
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C
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HARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
HVMR
01/24/24 PIP 01
05/01/24 PIP 02
06/25/24 PIP 03
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
NORTH
0 2010 40
SCALE 1" = 20'
R
SHEET LI103
SH
E
E
T
L
I
1
0
5
KEY MAP
LI102LI101 LI103
LI105LI104 LI106
LIMIT OF PHASE 2
LI106
NOTE:
1.ALL ELECTRICAL AND CONTROLLER WIRE TO BE INSTALLED PER LOCAL CODE AND
MANUFACTURER'S SPECIFICATIONS.
2.PROVIDE LOCK AND KEY FOR ENCLOSURE.
3.GROUND CONTROLLER PER LOCAL CODE, MANUFACTURER AND ASIC SPECIFICATIONS.
4.PROVIDE WATERPROOF SEALANT FOR ALL CONDUIT AND WIRE ACCESS POINTS.
1
2
3
4
5
6
7
METAL ENCLOSURE
CONTROLLER PER SCHEDULE
METAL PEDESTAL MOUNT
ENCLOSURE PER SCHEDULE
1" ELECTRICAL SUPPLY
CONDUIT: SIZE, TYPE, DEPTH
PER LOCAL CODE
GROUND WIRE CONDUIT MIN.
1-1/2". GROUND PER ASIC
GUIDELINES.
6" THICK CONCRETE BASE WITH
SLEEVES FOR CONDUIT
FINISH GRADE
CONDUIT FOR DIRECT BURY
CONTROL WIRES. EXTEND
CONDUIT 5' FROM CONTROLLER
1
2
3
4
5
6
7
CONTROLLER PEDESTAL
SCALE: NTS
1
2
3
SUITABLE FASCIA, WALL, OR
GUTTER MOUNT. MOUNT IN
LOCATION WHERE SENSOR CAN
RECEIVE FULL SUN AND IS OPEN
TO RAINFALL.
WIRELESS RAIN SENSOR, LOCATE
WITHIN 500' OF THE
CONTROLLER.
SECURE MOUNTING BRACKET TO
EXTERIOR WALL WITH SCREWS
PER LOCAL CODES
1
2
3
NOTE:
1.PROVIDE WATERPROOF SEALANT FOR ALL CONDUIT AND WIRE ACCESS POINTS.
2.FINAL LOCATION AND MOUNTING SYSTEM TO BE DETERMINED BY OWNER.
3.SENSOR SHOULD NOT BE MOUNTED UNDER TREES, IN AREAS AFFECTED BY SPRINKLER
SYSTEM OR UNDER EAVE OF HOUSE.
RAIN SENSOR SURFACE MOUNT
NTS
4
3
2
1
NOTE:
1.ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.
2.LOCATE DRAIN VALVE AT POINT OF CONNECTION AND AT ALL LOW POINT(S) ALONG THE
IRRIGATION MAINLINE AS NEEDED.
5
6
7
8
9
10
11
12
13
MANUAL DRAIN VALVE
SCALE: NTS
10" LOCKING ROUND
BOX & COVER PER
SCHEDULE. TOP OF
BOX TO BE FLUSH WITH
FINISH GRADE.
2" VALVE MARKER
2" CL160 PVC ACCESS SLEEVE
LENGTH AS REQUIRED.
3" DEPTH 3/4" CRUSHED GRAVEL
6" BEYOND EDGE OF BOX
PVC PRESSURE MAIN LINE
SCH. 80 TEE PER MAINLINE SIZE.
ALIGN IN A DOWNWARD POSITION
SCH. 80 PVC NIPPLE
FINISH GRADE
1" BRONZE STOP VALVE WITH
SLOTTED KEY OPERATOR
SCH. 80 PVC ELL
SCH. 80 PVC NIPPLE
3/4" GRAVEL SUMP - 1 CU. FT. MIN
SOIL BLANKET ENCLOSING SUMP
AMOCO ENG. FABRIC 4545 - 4.5
OZ. OR EQUAL
1
2
3
4
5
6
7
8
9
10
11
12
13
MINIMUM UPSTREAM
DISTANCE 10x
FLOW METER SIZE
OF CLEAN STRAIGHT PIPE
MINIMUM DOWNSTREAM
DISTANCE 5x
FLOW METER SIZE
OF CLEAN STRAIGHT PIPE
FLOW
WIRES TO CONTROLLER
LOCKING VALVE BOX
WATERPROOF ELECTRICAL
CONNECTIONS
SENSOR DECODER
FLOW SENSOR PER SCHEDULE
DOWNSIZED MAINLINE
FINISH GRADE
SCH. 80 PVC ECCENTRIC
COUPLING (S x S) - SIZE & QTY
TO BE DETERMINED IN FIELD
SCH. 80 PVC NIPPLE (MPT x S)
SCH. 80 PVC UNION (THREADED)
PVC MAINLINE
SCH. 80 PVC MALE ADAPTER
TO EARTH GROUND, INSTALLED
PER ASIC GUIDELINES
3/4" GRAVEL SUMP 8" DEPTH
BRICK SUPPORTS 2 MIN.
COMPACTED SUB-GRADE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16FLOW SENSOR DECODER
SCALE: NTS
NOTE:
1.INSTALL FLOW SENSOR AND SENSOR DECODER PER MANUFACTURER'S SPECIFICATIONS
FOR WIRING AND GROUNDING.
1
3 5 6 7 8 10
14
15
16
9 1111109842
13
12
LOCKING ROUND BOX & COVER
PER SCHEDULE. TOP OF BOX TO
BE FLUSH WITH FINISH GRADE
FINISH GRADE
8" SCH 40 PVC ACCESS SLEEVE
LENGTH AS REQUIRED.
GATE VALVE W/ CROSS HANDLE
AND SOLID WEDGE DISC PER
SCHEDULE
3/4" GRAVEL SUMP FILL IN AND
AROUND BOX AS REQUIRED.
3" DEPTH 3/4: GRAVEL EXTEND 6"
BEYOND EDGE OF BOX
PVC MAINLINE
COMPACTED SUBGRADE
1
2
3
4
5
6
7
8
NOTE:
1.COMPACT SOIL AROUND GATE VALVE ASSEMBLY TO THE SAME DENSITY AS ADJACENT
UNDISTURBED SUBGRADE.
2.DO NOT REST VALVE BOX OR ACCESS SLEEVES ON MAINLINE OR LATERAL LINE.
3.PROVIDE GATE VALVE KEY - LENGTH AS REQUIRED.
CL
GATE VALVE 2" AND SMALLER
SCALE: NTS
4"
M
I
N
.
2"
MI
N
.
SE
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4
3
2
1
6
7
5
8
FINISH GRADE
10" ROUND BOX & COVER PER
SCHEDULE. TOP OF BOX TO
FLUSH WITH FINISH GRADE
QUICK COUPLING VALVE W/
LOCKING COVER PER
SCHEDULE
SCH. 80 PVC RISER (T x T)
3" DEPTH 3/4" GRAVEL BASE
EXTEND 6" BEYOND EDGE OF
BOX
PVC SWING JOINT
PVC MAINLINE
24" LONG #4 REBAR TO HOLD
QUICK COUPLER IN PLACE W/
(2) STAINLESS STEEL CLAMPS
1
2
3
4
5
6
7
8
QUICK COUPLER
SCALE: NTS
NOTES:
1.EACH QUICK COUPLER SHALL BE IN A SEPARATE VALVE BOX.
2.PROVIDE (1) QUICK COUPLER KEY FOR EACH QUICK COUPLER VALVE.
3.QUICK COUPLER SHALL HAVE LOCKING RUBBER COVER. COLOR PER LEGEND.
4.COMPACT SOIL AROUND GATE VALVE ASSEMBLY TO THE SAME DENSITY
AS ADJACENT UNDISTURBED SUB-GRADE.
5.ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.
1
2
3
4
5
6
7
8
1
4
7
2
5
8
3
6
9
VALVE BOX WITH COVER PER
LEGEND
FINISH GRADE
WIRE FROM LINE SURGE
PROTECTOR TO GROUNDING
ROD BRASS CLAMPS (1 OF 2)
GROUNDING ROD: 10 OHMS OR
LESS
3 INCH MINIMUM DEPTH OF 3
4
INCH WASHED GRAVEL
LINE SURGE ARRESTOR
WATERPROOF CONNECTORS
WIRE FROM DECODER TO WIRE
CONNECTOR
BRICK (2 MINIMUM)
TWO-WIRE
CABLE/COMMUNICATION WIRE
TO NEXT DEVICE (FIELD
DECODER, SENSOR DECODER,
LINE SURGE PROTECTOR OR
CONTROLLER
1
2
3
4
5
6
7
8
9
10
LINE SURGE PROTECTION
SCALE: NTS
NOTES:
1.INSTALL A LINE SURGE PROTECTOR EVERY 8th DECODER OR EVERY 500 FT. WHICHEVER IS
SHORTER AND AT THE END OF EACH WIRE RUN.
2.INSTALL THE GROUNDING WIRE AND EACH GROUNDING HARDWARE AT RIGHT ANGLES FROM
THE TWO-WIRE PATHS, WHEN POSSIBLE.
3.EACH GROUND SYSTEM SHALL MAINTAIN A MAXIMUM GROUND RESISTANCE OF 10 OHMS OR
LESS. REFER TO TWO-WIRE COMPONENTS MANUFACTURER'S RECOMMENDATIONS AND
SPECIFICATIONS FOR INSTALLATION.
4.INSTALL GROUNDING PER ASIC'S GUIDELINES.
3
4
5
6
8
9
10
7
1
2
10
PVC MAINLINE
SCH. 80 PVC MALE ADAPTER
SCH. 80 PVC BALL VALVE
FINISH GRADE
LOCKING VALVE BOX
SCH. 80 PVC NIPPLE
(THREADED)
MASTER VALVE
IVM-SOL SOLENOID
WATERPROOF ELECTRICAL
CONNECTIONS
WIRES TO CONTROLLER
BRICK SUPPORTS 2 MIN.
3/4" GRAVEL SUMP - 8" DEPTH
COMPACTED SUBGRADE
SCH. 80 PVC UNION (THREADED)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
3" MIN.
4
MASTER VALVE
SCALE: NTS
1
2
3
5 6 7 9 10 1
11 12 13 6
NOTE:
1.INSTALL MASTER VALVE AND DECODER PER MANUFACTURER'S SPECIFICATIONS FOR WIRING
AND GROUNDING.
8
14 2
VALVE BOX; ALIGN EVENLY AND
SPACE EVENLY FROM SIDEWALK,
STRUCTURE, WALL, OR CURB
SIDEWALK OR PAVING
VALVE BOX LID BRANDED WITH
CONTROLLER & STATION
NUMBER
1
2
3
NOTE:
1.INSTALL ONLY ONE RCV TO VALVE BOX. LOCATE AT LEAST 12-INCHES FROM AND ALIGN
WITH NEARBY WALLS OR EDGES OF PAVED AREAS. GROUP RCV ASSEMBLIES TOGETHER
WHERE PRACTICAL.
2.GROUP RCV ASSEMBLIES TOGETHER WHERE PRACTICAL, BUT AVOID GROUPING MORE THAN
THREE (3) STANDARD VALVE BOXES TOGETHER IN A SERIES.
3.ARRANGE GROUPED VALVE BOXES IN RECTANGULAR PATTERNS.
1
VALVE BOX PLACEMENT
SCALE: NTS
2
RCV
A2
RCV
A3
QC 12" MIN 3
12" MIN
12" MIN
IRRIGATION
DETAILS
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:
CH
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HARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
HVMR
01/24/24 PIP 01
05/01/24 PIP 02
06/25/24 PIP 03
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
R LI501
FINISH GRADE
ROTOR - SIZE PER PLAN
PVC LATERAL PIPE
SWING JOINT ASSEMBLY
PVC SCH. 40 TEE OR ELL (S x T)
WALLS, WALKS, COURTS, CURB,
ETC.
1
2
3
4
5
6
5
4
3
2
1
NOTE:
1.SET TOP OF HEAD FLUSH WITH FINISH GRADE.
2.ADJUSTABLE ARC NOZZLES SHALL BE USED ON CURVED OR NON-STANDARD ANGLED EDGES.
3.ROTORS SHALL BE INSTALLED 6" MININUM FROM ANY WALLS, WALKS, COURTS, ETC. PER LOCAL
CODES
4.ADJUST ALL ROTOR HEADS SO THAT NO OVERSPRAY OCCURS ON ANY WALLS, WALKS,
COURTS, ETC.
5.ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.
6" MIN. OR PER
LOCAL CODE
6
ROTOR POP-UP
SCALE: NTS
FINISH GRADE
POP-UP SPRAY HEAD PER
SCHEDULE
PVC LATERAL PIPE
SWING JOINT ASSEMBLY
PVC SCH. 40 TEE OR ELL (S x T)
WALLS, WALKS, COURTS, CURB,
ETC.
1
2
3
4
5
6
NOTE:
1.AFTER FLUSHING HEADS, REGRADE AND COMPACT AS NEEDED TO RETURN TO FINISH GRADE.
2.SPRINKLERS SHALL BE MIN. 6" FROM ANY WALLS, WALKS, COURTS, AND 12" FROM TURF EDGE.
3.ADJUST ALL SPRINKLERS HEADS SO THAT NO OVERSPRAY OCCURS ON ANY WALLS, WALKS,
COURTS, ETC.
4.ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.
5.COMPACT SOIL AROUND HEAD TO THE SAME DENSITY AS ADJACENT UNDISTURBED SUBGRADE.
6
SPRAY POP-UP
SCALE: NTS
6" MIN. OR PER
LOCAL CODE
5
1
2
3
4
PAVING
WRAP 12 GAUGE GALVANIZED
WIRE AROUND EACH END OF
SLEEVE (10 WRAPS MIN.) AND
EXTEND TO SURFACE AS A
LOCATING DEVICE
FINISH GRADE / TOP OF DG
COMPACT SOIL AROUND SLEEVE
TO SAME DENSITY AS ADJACENT
UNDISTURBED SOIL
WASHED AND GRADED MORTAR
SAND BACKFILL IN ROCKY SOIL
CONDITIONS
PVC SLEEVE PER SCHEDULE,
TWICE DIAMETER OF THE SUM OF
THE PIPES/ WIRES
EXTEND SLEEVES 6" BEYOND
EDGES OF PAVING
1
2
3
4
5
6
7
NOTE:
1.ALL SLEEVES SHALL BE INSPECTED PRIOR TO BACKFILLING.
2.CAP SLEEVES UNTIL USE.
3.MULTIPLE SLEEVES REQUIRE 4" HORIZONTAL SEPARATION WITHIN SAME SLEEVE TRENCH.
4.IRRIGATION PIPE AND WIRE SHALL NOT SHARE THE SAME SLEEVE.
5.MARK / STAMP - 'X' AND/OR INSTALL PLACARD AT BACK OF CURB.
6" MIN.
18" MIN. DEPTH
24" MIN. DEPTH
FOR MAINLINE
1
2
3
4
5
6
7
PIPE SLEEVE
SCALE: NTS
SNAKE PVC OR POLYETHYLENE
PIPE IN TRENCH
EXCAVATED COVER MATERIAL
(SEE NOTES)
FINISH GRADE/TOP OF MULCH
POLYETHYLENE DRIP LATERAL
(INSTALL JUST BELOW ROUGH
GRADE TO PROVIDE UV COVER
PRIOR TO MULCH LAYER)
MAINLINE MARKING TAPE
(PURPLE MARKING TAPE IF
RECLAIMED)
IRRIGATION SPRAY LATERAL PIPE
12" DEPTH FOR SPRAY LATERALS
18" FOR ROTOR LATERALS
IRRIGATION MAINLINE PIPE
VALVE WIRING. BUNDLE AND
TAPE PER IRRIGATION NOTES
BEDDING MATERIAL (SEE NOTES)
1
2
3
4
5
6
7
8
9
NOTE:
1.ALL MAINLINES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER' SPECIFICATIONS.
2.ALL PVC PIPING TO BE SNAKED IN TRENCHES AS SHOWN IN PLAN VIEW ABOVE.
3.PROVIDE HORIZONTAL OFFSET FOR PIPING IN SHARED TRENCHES.
4.ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED AS PER LOCAL CODES.
5.ALL ELECTRICAL WIRE CONNECTIONS TO VALVES AND SPLICES TO BE INSTALLED WITHIN A
VALVE BOX AND MADE WITH DBY WATERPROOF CONNECTORS, OR APPROVED EQUAL.
6.BUNDLE AND TAPE CONTROLLER WIRING PER NOTES AND INSTALL WITHIN MAINLINE TRENCH
WHEREVER POSSIBLE.
7.CONTROLLER WIRE TO BE BURIED AT 18" MIN DEPTH IF NOT LOCATED WITH MAINLINE.
8.MANILINE BEDDING MATERIAL SHALL BE 1/4” MINUS SAND, AND SHALL BE 3” BELOW PIPE OR
WIRE AND 3” ABOVE MAINLINE.
9.BEDDING IS NOT REQUIRED IN POLYETHYLENE TUBING TRENCHES OR SHARED TRENCHES.
10.EXCAVATED COVER MATERIAL SHALL BE FREE FROM DEBRIS AND ROCKS 1/2” OR GREATER.
SECTION
PIPE TRENCH
SCALE: NTS
1
9
3
8
7
6
4
2
5
24"12"/18"
10"
PLAN
10'
4"
6"
8
FINISH GRADE
12" POP-UP SPRAY HEAD PER
SCHEDULE
PVC LATERAL PIPE PER
SCHEDULE
SWING JOINT ASSEMBLY
PVC SCH. 40 TEE OR ELL (S x T)
WALLS, WALKS, COURTS, CURB,
ETC.
1
2
3
4
5
6
NOTE:
1.AFTER FLUSHING HEADS, REGRADE AND COMPACT AS NEEDED TO RETURN TO FINISH GRADE.
2.SPRINKLERS HEAD SHALL BE LEVEL WITH SURROUNDING FINISHED GRADE.
3.ADJUST ALL SPRINKLERS HEADS SO THAT NO OVERSPRAY OCCURS ON ANY WALLS, WALKS,
COURTS, ETC.
4.ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.
5.COMPACT SOIL AROUND HEAD TO THE SAME DENSITY AS ADJACENT UNDISTURBED SUBGRADE.
6
12 INCH POP-UP SPRAY
SCALE: NTS
6" MIN. OR PER
LOCAL CODE
5
1
2
3
4
1
4
7
2
5
8
3
6
9
PVC MAINLINE
BRICK SUPPORT (4 MIN.)
CONTROL WIRE
COMMON WIRE TO NEXT
VALVE(S)
PVC LATERAL W/ MALE ADAPTER
SCH. 80 PVC UNION (THREADED)
WATERPROOF CONNECTORS
IVM-SOL SOLENOID
CONTROL VALVE
(4) SCH. 80 PVC NIPPLE/ RISER
(LENGTH & SIZE VARY)
SCH. 80 PVC BALL VALVE
LOCKING VALVE BOX
FINISH GRADE
PVC ELBOW (TxT)
3/4" GRAVEL SUMP - 4" DEPTH
PVC TEE (SxSxT)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
3"
FLOW
CONTROL VALVE DECODER
SCALE: NTS
NOTE:
1.BUNDLE & TAPE WIRE EVERY 10 FT. SEAL WIRE ENDS WITH WATERPROOF SPLICING
MATERIAL.
2.30" MINIMUM LENGTH OF CONTROL WIRE, COILED AND PLACED IN BOX AT WATERPROOF
CONNECTION TO SOLENOID.
3.INSTALL IVM SOLENOID PER MANUFACTURE'S SPECIFICATIONS FOR WIRING AND
GROUNDING.
12
13
14
15
3
7
1
6
5
2
4
9 10 11
16
10
3
8
FLOW
WATERPROOF CONNECTORS
30" COIL OF WIRE MINIMUM
PLACED IN BOX
(2) SCH. 80 PVC UNION
(THREADED)
PVC COUPLING (FPTxFPT)
PVC LATERAL
BRICK SUPPORT (4 MIN)
4" DEPTH GRAVEL SUMP
VALVE BOX PER LEGEND,
FLUSH TOP OF BOX W/ GRADE
CONTROL VALVE PER LEGEND
SCH. 80 PVC BALL VALVE
CONTROL AND COMMON
WIRES FROM CONTROLLER
SCH. 80 TEE (SxSxT)
PVC MAINLINE
IVM-SOL SOLENOID
1
2
3
4
5
6
7
8
9
10
11
12
13
14
DRIP CONTROL ZONE KIT
SCALE: NTS
NOTES:
1.BUNDLE & TAPE WIRE EVERY 10 FT. SEAL
WIRE ENDS w/ WATERPROOF SPLICING
MATERIAL.
2.30" MINIMUM LENGTH OF CONTROL WIRE
COILED AND PLACED IN BOX AT WATER
PROOF CONNECTION TO SOLENOID.
3.INSTALL DECODERS PER MANUFACTURER'S
SPECIFICATIONS FOR WIRING AND
GROUNDING.
Drip valve to poly connection
Refer to legend for type of connection required.
POLY PVC TO POLY
FITTING
Drip valve to pvc connection
Refer to legend for type of
connection required.
3"
1
2
3
4
5
9
10
11
12
13
6
8
7
14
10" DIA. ROUND PLASTIC VALVE
BOX
SOLVENT WELD CAP
FINISH GRADE
24" #4 REBAR TO HOLD CAP IN
PLACE W/ (2) STAINLESS STEEL
CLAMPS
PVC RISER
PEA GRAVEL SUMP
PVC MAINLINE
SCH 80 PVC 90° ELL
2-WIRE BUNDLE FOR FUTURE
CONNECTION. MIN 30"
1
2
3
4
5
6
7
8
9
MAINLINE END CAP
SCALE: NTS
3"
1
7
2
8
3
4
5
6
6"
9
FINISH GRADE
ROTOR - SIZE PER PLAN
PVC LATERAL PIPE
SWING JOINT ASSEMBLY
PVC SCH. 40 TEE OR ELL (S x T)
WALLS, WALKS, COURTS, CURB,
ETC.
1
2
3
4
5
6
5
4
3
2
1
NOTE:
1.SET TOP OF HEAD FLUSH WITH FINISH GRADE.
2.ADJUSTABLE ARC NOZZLES SHALL BE USED ON CURVED OR NON-STANDARD ANGLED EDGES.
3.ROTORS SHALL BE INSTALLED 6" MININUM FROM ANY WALLS, WALKS, COURTS, ETC. PER LOCAL CODES
4.ADJUST ALL ROTOR HEADS SO THAT NO OVERSPRAY OCCURS ON ANY WALLS, WALKS, COURTS, ETC.
5.ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.
6" MIN. OR PER
LOCAL CODE
6
12" ROTOR POP-UP
SCALE: NTS
IRRIGATION
DETAILS
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:
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HARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
HVMR
01/24/24 PIP 01
05/01/24 PIP 02
06/25/24 PIP 03
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
R LI502
PVC DRIP MANIFOLD PIPE
PVC SCH 40 TEE OR EL
DRIP BLANK TUBING
CROSS INSERT FITTING
TEE INSERT FITTING
PROJECTED CANOPY LINE OF
TREE
SUB-SURFACE DRIPLINE
ROOT BALL
TIE DOWN STAKE
1
2
3
4
5
6
7
8
9
DRIPLINE TREE RING
SCALE: NTS
NOTES:
1. DISTANCE BETWEEN LATERAL RINGS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, AND
TREE CANOPY. SEE RAIN BIRD XF-SDI DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACING.
2. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN
CLAY.
3. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE
TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION.
1 2 3 4
3
5
5
9
8
7
6
3
5
1 2
1/4" DISTRIBUTION TUBING. RUN
TUBING UNDER WEED BARRIER
FABRIC TO PLANT.
LENGTH NOT TO EXCEED 8'
UNIVERSAL 1/4" STAKE
DIFFUSER CAP
TOP OF MULCH
PRESSURE COMPENSATING
EMITTER PER EMITTER
SCHEDULE. INSTALL EMITTER AT
45° TO 60° ANGLE
3/4" POLYETHYLENE TUBING
SET WITH TOP OF TUBING FLUSH
WITH FINISH GRADE OF SOIL
FINISH GRADE OF SOIL
WEED BARRIER FABRIC
1
2
3
4
5
6
7
8
SINGLE OUTLET EMITTER
SCALE: NTS
1
2
3
4
7
5
6
8
3
SINGLE OUTLET EMITTER PLACEMENT
SCALE: NTS
DIFFUSER CAP W/ DRIP STAKE
PLANT CENTER
PLANT ROOTBALL
SINGLE OUTLET EMITTER
3/4" POLYETHYLENE DRIP TUBING
1/4" DISTRIBUTION TUBING
(LENGTH NOT TO EXCEED 8')
1
2
3
4
5
6
NOTE:
1.EMITTERS SHALL BE EQUALLY SPACED AROUND ROOTBALL.
2.FLUSH ALL LINES THOROUGHLY PRIOR TO EMITTER INSTALLATION.
2.IF PLANTING ON A 4:1 SLOPE OR STEEPER, INSTALL EMITTERS ON THE UPHILL SIDE OF PLANT.
3.EMITTERS SHALL BE SELF-FLUSHING PRESSURE COMPENSATING-TYPE UNLESS NOTED
OTHERWISE.
4.DRIP VALVE ZONES (HYDROZONES) ARE DESIGNED TO ACCOUNT FOR DIFFERENCES IN PLANT
REQUIREMENTS AND SUN EXPOSURE.
5.CONTRACTOR SHALL ENSURE HYDROZONES ARE VALVED SEPARATELY AS SHOWN ON PLAN.
1
2
3
4
5
6
1
3
6
56
EMISSION POINT. DIFFUSER CAP
W/ DRIP STAKE (TYP.)
PLANT ROOT BALL (TYP.)
PLANT CENTER (TYP.)
SECOND EMISSION POINTS SEE
NOTE 3 BELOW
TREE TRUNK
MULCH LAYER
1/4" DISTRIBUTION TUBING
(LENGTH NOT TO EXCEED 8')
3/4" POLYETHYLENE DRIP TUBING
SINGLE OUTLET EMITTER
ROOTBALL
1
2
3
4
5
6
7
8
9
10
TREE EMITTER PLACEMENT
SCALE: NTS
60°60°
60°
6
0
°
60
°
NOTE:
1.MAXIMUM LENGTH OF ONE DISTRIBUTION TUBE SHALL BE 8'.
2.ALL EMISSION POINTS SHALL BE LOCATED ON UPHILL SIDE OF PLANT MATERIAL. ONE
EMISSION POINT SHALL BE DIRECTLY TO PLANT BALL AS INDICATED. ADDITIONAL EMISSION
POINTS SHALL BE WITHIN PLANT PIT PERIMETER AS DIRECTED IN THE EMITTER SCHEDULE.
3.SECOND EMISSION POINTS (IF NEEDED) AS PER THE EMITTER SCHEDULE FOR TREES WITH 3"
CALIPER OR GREATER OR CONIFEROUS TREES 10' OR GREATER IN HEIGHT.
4.THIS IS A WATERING GUIDE ONLY. SITE, SOIL AND PLANT CONDITIONS VARY GREATLY.
CONTRACTOR MUST OBSERVE THE PLANT MATERIAL AND MAKE ADJUSTMENTS AS
NECESSARY FOR PROPER PLANT WATER REQUIREMENT.
1
2
3
4
5
1
6
7
8
9
10
6" MIN.
12" MAX.
8
7
10
4 5 6
1/4" RAIN BIRD LDQ-08-06
10' COIL AROUND PLANTER W/
STAKE (RAIN BIRD TS-025)
RAIN BIRD XT025 DRIP TRANSFER
FITTING
1/2" RAIN BIRD MDCF-50MPT DRIP
MALE ADAPTER FITTING
RAIN BIRD MDCF-COUP
DRIP COUPLING FITTING
1/2" RAIN BIRD XF SERIES BLANK
TUBING
1-1/2" CONDUIT SLEEVING -
CONTRACTOR TO SEAL POT
OPENING AROUND SLEEVING
BLANK TUBING TO VALVE
COMPACTED SUB GRADE
PAVING PER LANDSCAPE PLANS
FINISH GRADE
DRAINAGE PER LANDSCAPE
PLANS
PLANTER PER LANDSCAPE PLANS
1
2
3
4
5
6
7
8
9
10
11
12IN-LINE DRIP EMITTERS IN RAISED PLANTERS
NTS
NOTES:
1.CONTRACTOR SHALL ALLOCATE ADDITIONAL LENGTH IN BLANK TUBING WITHIN
PLANTER FOR MAINTENANCE PURPOSES.
2.CONDUIT SLEEVING TO EXTEND 2 FEET FROM PLANTER BOX.
1
2
3
4
5
1
2
5
6
789
10
11
12
ENLARGEMENT
NOTE:
1.COMPACT SOIL AROUND VALVE BOX TO THE SAME DENSITY AS ADJACENT UNDISTURBED
SUBGRADE.
2.INSTALL OPERATIONAL INDICATOR WITHIN 24" OF FLUSH VALVE.
3.ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.
1
7
2
8
3
4
5
6
6" MIN. POP-UP HEAD WITH
ENCLOSED NOZZLE AND SWING
PIPE. (ZONE OPERATIONAL
INDICATOR)
LOCKING ROUND BOX & COVER
PER SCHEDULE. TOP OF BOX TO
BE FLUSH WITH FINISH GRADE
3/4" SCH. 40 PVC BALL VALVE
FINISH GRADE
3/4" MxI MALE ADAPTER W/
CLAMPS
3/4" POLYETHYLENE DRIP TUBING
- 24" COIL IN BOX FOR
MAINTENANCE
BRICK (2 REQUIRED MIN.)
3/4" GRAVEL SUMP, 4" DEPTH
1/2" SCH. 80 NIPPLE (LENGTH AS
NEEDED)
3/4"x3/4"x1/2" IxIxF INSERT TEE
POLY LATERAL
1
2
3
4
5
6
7
8
9
10
11
DRIP FLUSH VALVE WITH OPERATIONAL INDICATOR
SCALE: NTS
9
10
11
IRRIGATION
DETAILS
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:
CH
E
C
K
E
D
B
Y
:
DR
A
W
N
B
Y
:
BL
O
O
M
-
F
I
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N
G
F
O
U
R
PR
E
L
I
M
I
N
A
R
Y
I
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R
I
G
A
T
I
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N
P
L
A
N
(
P
I
P
)
FO
R
T
C
O
L
L
I
N
S
C
O
HARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
HVMR
01/24/24 PIP 01
05/01/24 PIP 02
06/25/24 PIP 03
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
R LI503