HomeMy WebLinkAboutPlans - Irrigation Plan - 03/18/2025IRRIGATION SCHEDULE
SYMBOL DESCRIPTION MODEL NO.
DESCRIPTION
DETAIL
# AND SHEET
IRRIGATION METER 3/4" DEDICATED IRRIGATION METER
REFER TO CIVIL, UTILITY, AND WATER PLANS NA NA
IRRIGATION
CONTROLLER
HUNTER HCC-800-M + EZ-DM
120VAC POWER REQUIRED - SEE PLANS FOR LOCATION(S)1 LI501
RAIN
SENSOR
HUNTER WSS-SEN
REFER TO CONTROLLER NOTES 2 LI501
BACKFLOW
PREVENTER
FEBCO 3/4" 825YA
SEE ENCLOSURE SPECIFICATIONS BELOW 3 LI501
NOT
SHOWN SECURITY ENCLOSURE GUARD SHACK GS-1 LIFT OFF ENCLOSURE
WITH FROSTGUARD BLANKET, POWDER COATED FOREST GREEN 4 LI501
MANUAL DRAIN VALVE MATCO-NORCA 3/4" 201X
INSTALLED IN AEP 910L-1G2G VALVE BOX 5 LI501
QUICK
COUPLER
HUNTER HQ-44RC
INSTALLED IN AEP 910L-1G2G VALVE BOX 8 LI501
MASTER VALVE HUNTER IBV-101G-FS SERIES
WITH EZ-1 INSTALLED IN AEP 1015-1G2G VALVE BOX 6 LI501
FLOW SENSOR
FLOMEC QS-200-10 SERIES
WITH COMMUNICATION CABLE BACK TO CONTROLLER, INSTALLED IN AEP
1015-1G2G VALVE BOX
7 LI501
ISOLATION GATE
VALVE
MATCO-NORCA 514TX
MATCH LINE SIZE, INSTALLED IN AEP 910L-1G2G VALVE BOX 9 LI501
TURF VALVE
ASSEMBLY
HUNTER ICV-G SERIES
WITH SCH 40 BALL VALVE, AND EZ-1 DECODER INSTALLED IN AEP 1015-1G2G
VALVE BOX, SIZED PER PLAN
3 LI502
DRIP VALVE
ASSEMBLY
HUNTER ICZ-101-LF
WITH SCH 40 BALL VALVE, AND EZ-1 DECODER INSTALLED IN AEP 1320-1G2G
VALVE BOX, SIZED PER PLAN
4 LI502
TURF ROTARY HUNTER PROS-06-PRS40-CV WITH HUNTER MP SERIES NOZZLE
NOZZLE PER PLAN 5 LI502
TURF ROTARY
(SPECIALTY)
HUNTER PROS-06-PRS40-CV WITH HUNTER MP SERIES NOZZLE
NOZZLE PER PLAN 5 LI502
TURF SPRAY
(FIXED)
HUNTER PROS-06-PRS30-CV WITH PRO-SPRAY FIXED SERIES NOZZLE
NOZZLE PER PLAN 5 LI502
TURF SPRAY
(ADJUSTABLE)
HUNTER PROS-06-PRS30-CV W/ PRO ADJUSTABLE SERIES NOZZLE
NOZZLE PER PLAN 5 LI502
NATIVE SEED
ROTARY
HUNTER PROS-12-PRS40-CV WITH HUNTER MP SERIES NOZZLE
NOZZLE PER PLAN 6 LI502
NATIVE SEED
ROTARY
(SPECIALTY)
HUNTER PROS-12-PRS40-CV WITH HUNTER MP SERIES NOZZLE
NOZZLE PER PLAN 6 LI502
NATIVE SEED
SPRAY (FIXED)
HUNTER PROS-12-PRS30-CV WITH PRO-SPRAY FIXED SERIES NOZZLE
NOZZLE PER PLAN 6 LI502
NATIVE SEED
SPRAY (ADJ)
HUNTER PROS-12-PRS30-CV WITH PRO-ADJUSTABLE SERIES NOZZLE
NOZZLE PER PLAN 6 LI502
TREES IN NATIVE HUNTER PROS-04-PRS30-CV WITH PCN-50 BUBBLER
TWO (2) ASSEMBLIES PER TREE 6 LI503
SLEEVING CLASS 200 PVC
REFER TO SLEEVING NOTES 1 LI502
SERVICE
LINE
TYPE K COPPER
SIZE: MATCH POC UNLESS OTHERWISE NOTED 2 LI502
PVC
MAINLINE
CLASS 200 PVC BE
SIZE: 1-1/2" UNLESS OTHERWISE NOTED 2 LI502
PVC TURF
LATERAL
CLASS 200 PVC BE
SIZE: 1" MINIMUM UNLESS OTHERWISE NOTED 2 LI502
PVC TREE
LATERAL
CLASS 200 PVC
SIZE: 1" UNLESS OTHERWISE NOTED 2 LI502
DRIP
LATERAL
UV RESISTANT POLYETHYLENE
SIZE: 3/4" MINIMUM UNLESS OTHERWISE NOTED 2 LI502
FLUSH END
CAP
HOSE END FLUSH CAP & OPERATIONAL INDICATOR
INSTALLED IN AEP 910L-1G2G VALVE BOX 7 LI503
M
C
RS
DV
Q
MV
FS
T
M L O
K G R
B Y A
MPCORNER
MP1000
MP2000
MP3000
M L O
MP800
MP815
MPSTRIP
LBMP3500
8 8 8 8
01 01 01 01
21212121
Q T H F
51515151
8 01
21 51
T
M OL
K G R
B Y A
MP1000
MP2000
MP3000
MPCORNER
LB
MP800
MP815
MPSTRIP
MP3500
M L O
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 0.5 GPH TWO EACH 1.0 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 1-6, 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.THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND PAYING FOR CERTIFICATION OF THE BACKFLOW PREVENTER 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 GREEN. 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 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.
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
21.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.
·CERTIFY THE BACKFLOW PREVENTION DEVICE AND SUBMIT TEST RESULTS TO THE PROPERTY MANAGER.
·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 : 3/4" DEDICATED IRRIGATION WATER METER LOCATED OFF PROSPECT AVENUE NEAR THE SOUTHERN COURTYARD.
·CONTRACTOR IS TO LOCATE AND CONNECT DOWNSTREAM OF THE DEDICATED POTABLE IRRIGATION WATER METER (PROVIDED BY OTHERS) WITH TYPE K COPPER AT A DEPTH OF 48" OR PER LOCAL CODE, WHICHEVER IS GREATER. EXTEND
COPPER TO BACKFLOW PREVENTION UNIT. EXTEND COPPER TUBING MINIMUM 30" HORIZONTAL FROM BACKFLOW PREVENTER AND INSTALL ONE MANUAL DRAIN, TRANSITION TO AND EXTEND CLASS 200 PVC MAINLINE TO THE 1" QUICK COUPLER,
MASTER VALVE, FLOW SENSOR, GATE VALVE, AND EXTEND MAINLINE TO VALVES AS SHOWN.
·ALL PIPING FROM THE DEDICATED IRRIGATION POTABLE METER THROUGH DRAIN VALVE DOWNSTREAM OF THE BACKFLOW PREVENTION UNIT SHALL BE THE SAME SIZE AS THE METER 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 BACKFLOW PREVENTION UNIT SHALL BE APPROVED BY THE OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
2.CONTROLLER LOCATION: THERE IS ONE (1) CONTROLLER ON THIS PROJECT.
CONTROLLER A : WALL MOUNTED CONTROLLER LOCATED ADJACENT TO POC.
·CONTROLLER SHALL BE PROGRAMMED TO RUN MULTIPLE VALVES AT ONE TIME WITH A MAXIMUM TOTAL OF 10 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 ADJACENT LIGHT 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.
·PER (WATER PURVEYOR/CITY WATER) THE STATIC PRESSURE ON SITE IS APPROXIMATELY TBD 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 CONTROLLER INDEPENDENTLY FROM BUILDING.
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 EZ-1 (HUNTER)
·CONTROLLER TWO-WIRE PATH SHALL BE MANUFACTURER'S APPROVED WIRE OR APPROVED EQUAL.
6.CONTRACTOR SHALL USE UL APPROVED WIRE STRIPPER AND WATERPROOF CONNECTIONS (DBR/Y OR APPROVED EQUAL) AT ALL SPLICES AND CONNECTIONS POINTS.
7.PROVIDE 30" MINIMUM TWO WIRE PATH IN EACH VALVE BOX FOR MAINTENANCE.
8.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 3" CLASS 200 PVC
LATERAL PIPING 2X NOMINAL DIAMETER OF LATERAL
CONTROL WIRES 2" CLASS 200 PVC
LI-001
PROSPECT PLAZA
No.Description Date
SHEET:
DATE:
PROJECT:
3575 RINGSBY CT. SUITE 411
DENVER, CO 80216
(720) 677-7766
1 SPAR (ROUND 1) 11-15-2024
03-18-2025
CONSULTANTS
PROSPECT PLAZA
REDEVELOPMENT
SCALE: AS NOTED
2 SPAR REVISION 01-20-2025
REDEVELOPMENT
3 FDP (ROUND 1) 3-18-2025
IRRIGATION
NOTES AND
SCHEDULE
T
TT
VI
S
I
T
O
R
VI
S
I
T
O
R
VI
S
I
T
O
R
VA
N
VI
S
I
T
O
R
SS
C.O.
C.O.
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
T T T TCTVCTVCTVCTV
TCT
V
T T T T
CTV CTV CTV CTV
G
G
G G G G G G G G G
G G G
WAT WAT WAT WAT WAT WAT WAT
G G G G G G G G G G G G G
W W W W W W W W W W W W W
SIZE:
FLOW:
PRESSURE:
POC
TBD PSI
10 GPM
3/4-INCH
#1
M
DV MV FS Q
A
CONTROLLER
120 VAC REQUIRED
A
Q
Q
NORTH
0 4020 80
SCALE 1" = 40'
W LAKE STREET
W PROSPECT AVE
PROPOSED BUILDING
PROPOSED BUILDING
LAKE STREET
GARAGE
ROCKY MOUNTAIN
RESEARCH
STATION
LI101
LI102
PR
O
P
E
R
T
Y
L
I
N
E
PROPOSED PARKING
GARAGE
PROSPECT PLAZA
No.Description Date
SHEET:
DATE:
PROJECT:
3575 RINGSBY CT. SUITE 411
DENVER, CO 80216
(720) 677-7766
1 SPAR (ROUND 1) 11-15-2024
03-18-2025
CONSULTANTS
PROSPECT PLAZA
REDEVELOPMENT
SCALE: AS NOTED
2 SPAR REVISION 01-20-2025
REDEVELOPMENT
3 FDP (ROUND 1) 3-18-2025
LI-100
OVERALL
IRRIGATION PLAN
SYMBOL CODE DESCRIPTION QTY
H-01 LOW WATER 32,570 SF
H-02 HIGH WATER 4,316 SF
WATER USE TABLE
VI
S
I
T
O
R
VI
S
I
T
O
R
VI
S
I
T
O
R
VA
N
VI
S
I
T
O
R
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
C.O.
C.O.
C.O.
C
C
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
X
X
X
X
X
X
X
X
X
X
X
X
X
T T T T T TCTVCTVCTVCTVCTVCTV
TCT
V
T T T T T T
CTV CTV CTV CTV CTV CTV
EE
WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT
G G G G G G G G G G G G G G G G G G
Q
NORTH
0 2010 40
SCALE 1" = 20'
MATCHLINE; SEE SHEET: LI102
PROSPECT PLAZA
No.Description Date
SHEET:
DATE:
PROJECT:
3575 RINGSBY CT. SUITE 411
DENVER, CO 80216
(720) 677-7766
1 SPAR (ROUND 1) 11-15-2024
03-18-2025
CONSULTANTS
PROSPECT PLAZA
REDEVELOPMENT
SCALE: AS NOTED
2 SPAR REVISION 01-20-2025
REDEVELOPMENT
3 FDP (ROUND 1) 3-18-2025
LI-101
IRRIGATION PLAN
T
TT
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
G
G
G
G G G G G G G G G G G G G G
G G G G GWWWWWWWWWWWWWWWWW W W
SIZE:
FLOW:
PRESSURE:
POC
TBD PSI
10 GPM
3/4-INCH
#1
M
DV MV FS Q
A
CONTROLLER
120 VAC REQUIRED
A
Q
MATCHLINE; SEE SHEET: LI101
NORTH
0 2010 40
SCALE 1" = 20'
PROSPECT PLAZA
No.Description Date
SHEET:
DATE:
PROJECT:
3575 RINGSBY CT. SUITE 411
DENVER, CO 80216
(720) 677-7766
1 SPAR (ROUND 1) 11-15-2024
03-18-2025
CONSULTANTS
PROSPECT PLAZA
REDEVELOPMENT
SCALE: AS NOTED
2 SPAR REVISION 01-20-2025
REDEVELOPMENT
3 FDP (ROUND 1) 3-18-2025
LI-102
IRRIGATION PLANW PROSPECT AVE
1
2
NOTE:
1.ALL ELECTRICAL AND CONTROLLER WIRE TO BE INSTALLED PER LOCAL CODE AND
MANUFACTURER'S SPECIFICATIONS.
2.GROUND CONTROLLER PER LOCAL CODE AND MANUFACTURER'S SPECIFICATIONS.
3.PROVIDE WATERPROOF SEALANT FOR ALL CONDUIT AND WIRE ACCESS POINTS.
4.PROVIDE LOCK FOR ENCLOSURE.
3
5
6
7
8
9
4
VARIES
OPEN
10
CONTROLLER MOUNT AT
EYE-LEVEL PER
MANUFACTURER'S
RECOMMENDATIONS
DISCONNECT SWITCH
120 POWER SOURCE IN STEEL
CONDUIT
WIRELESS SENSOR RECEIVER
BUILDING EXTERIOR WALL
RIGID STEEL CONDUIT W/
CONTROL WIRES TO VALVES
FINISH GRADE
CONDUIT TO EXTEND 5 FT.
BEYOND WALL
UF DIRECT BURIAL WIRE TO
CONTROL VALVES
UF DIRECT BURIAL WIRE TO
GROUNDING PER ASIC
GUIDELINES
1
2
3
4
5
6
7
8
9
10
CONTROLLER WALL MOUNT EXTERIOR
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"
MIN.
12"
FLOW TO
VALVES
FLOW FROM
P.O.C.
1
2
8
3
4
9
10
11
6
12
7
BACKFLOW ENCLOSURE
BALL VALVE
BRASS UNION
TYPE K COPPER PIPE
COMPACTED SUBGRADE
PVC ADAPTOR 30" BEYOND UNIT
PVC MAINLINE
REDUCED PRESSURE BACKFLOW
PREVENTER WITH BALL VALVES
BRASS RISER
BRASS WYE STRAINER (100 MESH)
COPPER ADAPTER
FINISH GRADE
1
2
3
4
5
6
7
8
9
10
11
12
5
NOTE:
1.INSTALL PER LOCAL CODES AND MANUFACTURER'S SPECIFICATIONS.
2.PROVIDE PVC PIPE PROTECTION AROUND COPPER SUPPLY LINES AS THEY GO THROUGH THE
CONCRETE SLAB BASE.
3.BACKFLOW PREVENTION DEVICES SHALL BE PLACED A MINIMUM OF TWO (2') FEET FROM THE
WATER METER AND BE THE SAME SIZE AS THE METER SERVICE LINE.
4.PROVIDE THRUST BLOCKS FOR LINES 2-1/2" OR LARGER.
BACKFLOW FEBCO 825YA
SCALE: 1/2" = 1'-0"
STANDARD LIFT-OFF
GUARDSHACK INTERNAL
DIMENSIONS
CONCRETE HOLE
OPENING
GS-.5 10"W x 18"H x 12"L 8"W x 21"L
GS-1 10"W x 24"H x 22"L 8"W x 21"L
GS-2 10"W x 24"H x 30"L 8"W x 29"L
NOTE:
1.INSTALL GUARDSHACK LIFT-OFF UNIT 51 POWDER COATED STEEL GUARD SHACK PER MANUFACTURER'S SPECIFICATIONS.
2.ALL BOLTS FOR MOUNTING BRACKETS SHALL BE ZINC PLATED TAMPER PROOF.
3.PRODUCT AVAILABLE FROM GUARDSHACK 3831 E. GROVE ST. PHOENIX, AZ 85040, PH: (602) 426-1002 EXT. 422 FX: (602) 426-1005
4.PROVIDE KEYED PADLOCK, MASTER LOCK MODEL #957 W/ (2) TWO KEYS FOR LOCKING SECURITY ENCLOSURE.
LIFT-OFF GUARDSHACK
ENCLOSURE
LOCK SHIELD
CONCRETE PAD - PAD TO BE 9"
LARGER ON ALL SIDES FROM
INTERIOR DIMENSIONS OF
GUARDSHACK ENCLOSURE
FINISH GRADE
3/4" CRUSHED GRAVEL,
CONCRETE HOLE OPENING
DIMENSION PER CHART
1
2
3
4
5
1
2
3
H
L W9"9"
6"
H
4
W
9"
9"
L
1
2
3
5
9"9"
BACKFLOW ENCLOSURE LIFT-OFF
SCALE: NTS
PLANVIEW
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
PVC MAINLINE
SCH. 80 PVC MALE ADAPTER
SCH. 80 PVC BALL VALVE
FINISH GRADE
LOCKING VALVE BOX
SCH. 80 PVC NIPPLE
(THREADED)
MASTER VALVE
WATERPROOF ELECTRICAL
CONNECTIONS
DECODER
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 PER MANUFACTURER'S SPECIFICATIONS FOR WIRING AND
GROUNDING.
8
14 2
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
E
T
R
E
N
C
H
I
N
G
D
E
T
A
I
L
FO
R
P
I
P
E
D
E
P
T
H
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
PROSPECT PLAZA
No.Description Date
SHEET:
DATE:
PROJECT:
3575 RINGSBY CT. SUITE 411
DENVER, CO 80216
(720) 677-7766
1 SPAR (ROUND 1) 11-15-2024
03-18-2025
CONSULTANTS
PROSPECT PLAZA
REDEVELOPMENT
SCALE: AS NOTED
2 SPAR REVISION 01-20-2025
REDEVELOPMENT
3 FDP (ROUND 1) 3-18-2025
LI-501
IRRIGATION
DETAILS
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
POP-UP SPRAY
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
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
TWO-WIRE DECODER
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 WITH 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 DECODER 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 IRRIGATION
SCHEDULE, FLUSH TOP OF BOX
W/ GRADE
CONTROL VALVE
SCH. 80 PVC BALL VALVE
CONTROL AND COMMON
WIRES FROM CONTROLLER
SCH. 80 TEE (SxSxT)
PVC MAINLINE
1
2
3
4
5
6
7
8
9
10
11
12
13
DRIP CONTROL ZONE KIT WITH DECODER
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 schedule for type of connection required.
POLY PVC TO POLY
FITTING
Drip valve to pvc connection
Refer to schedule for type of
connection required.
3"
1
2
3
4
5
9
10
11
12
13
6
8
7
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
2
5
3
6
PROSPECT PLAZA
No.Description Date
SHEET:
DATE:
PROJECT:
3575 RINGSBY CT. SUITE 411
DENVER, CO 80216
(720) 677-7766
1 SPAR (ROUND 1) 11-15-2024
03-18-2025
CONSULTANTS
PROSPECT PLAZA
REDEVELOPMENT
SCALE: AS NOTED
2 SPAR REVISION 01-20-2025
REDEVELOPMENT
3 FDP (ROUND 1) 3-18-2025
LI-502
IRRIGATION
DETAILS
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°60°
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
5 6
FINISH GRADE
POP-UP SPRAY HEAD PER
SCHEDULE
PVC LATERAL PIPE
SWING JOINT ASSEMBLY
PVC SCH. 40 TEE OR ELL, (S x T)
TREE ROOT BALL
FULL CIRCLE BUBBLER
(MODEL PER LEGEND)
1
2
3
4
5
6
7
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 24" FROM ROOT BALL.
3.ADJUST ALL SPRINKLERS BODIES SO THAT NO FLODDING 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 SUB-GRADE.
6
POP-UP BUBBLER
SCALE: NTS
18" MIN.
24" MAX.
5
1
2
3
4
7
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
12" 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
PROSPECT PLAZA
No.Description Date
SHEET:
DATE:
PROJECT:
3575 RINGSBY CT. SUITE 411
DENVER, CO 80216
(720) 677-7766
1 SPAR (ROUND 1) 11-15-2024
03-18-2025
CONSULTANTS
PROSPECT PLAZA
REDEVELOPMENT
SCALE: AS NOTED
2 SPAR REVISION 01-20-2025
REDEVELOPMENT
3 FDP (ROUND 1) 3-18-2025
LI-503
IRRIGATION
DETAILS