The Aurora Highlands FLG 25_REVAPPIRR_2.14.2025.pdf
PDF 15 MB Posted
- Attached to
- Filing 7/25 Landscape
- Solicitation number
- 2025-1002
- Issued by
- Arapahoe County, Aurora City, Colorado
About this file
This document is an irrigation design and construction plan for The Aurora Highlands Filing 25 project, prepared by HydroSystems*KDI for the Aerotropolis Area Coordinating Metropolitan District (AACMD) in Aurora, Colorado. The comprehensive set of construction documents includes 14 detailed sheets covering irrigation schedules, notes, plans, details, and charts for a new irrigation system spanning approximately 3,884.9 acres of a master-planned community development. The design encompasses three separate water tap connections (Tap 1 at 2", Tap 2 at 2", and Tap 3 at 1"), with specific irrigation infrastructure including controllers, mainlines, lateral piping, valves, rotary spray heads, drip irrigation systems, and various technical details for installation.
The irrigation system is designed with sophisticated two-wire communication technology, featuring multiple controllers with 60-station capacity, flow sensors, master valves, and detailed specifications for water pressure, emitter placement, and plant-specific irrigation requirements. The design accounts for different landscape zones, including bluegrass turf, ornamental plantings, and native seed mixes, with specific watering protocols that emphasize water conservation. The technical specifications include precise installation guidelines, grounding requirements, pressure testing procedures, and provisions for establishment watering, with the intent to efficiently irrigate the landscape while minimizing water usage. The project anticipates a three-year establishment period, with specific provisions for reducing irrigation after initial landscape establishment.
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HORIZ.
VERT.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE
DATE ISSUED: DRAWING No.
SEAL
FOR AND ON BEHALF OF
MATRIX DESIGN GROUP, INC.
PROJECT No.
PREPARED BY:
REFERENCE
DRAWINGS
FILE NAME:
CTB FILE:
PLOT DATE:
THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.
COMPUTER FILE MANAGEMENT
No. DATE DESCRIPTION BY
REVISIONS
SHEET KEY
N
SHEET
SHEET No.
Know what's below.
before you dig.Call
R
SCALE 1" = 1000'
WARM SPRINGS AVE.
H
I
G
H
L
A
N
D
S
C
R
E
E
K
P
K
W
Y
E
T
H
A
V
E
10/18/2024
AC
KC
KC
14OF
January 30, 2025 10:08:37 AM
8pen30screen-15-HSKDI.ctb
T:\8000-8099 Jobs\8081-Aurora Highlands Filing 25\8081-AHF25-IRR-CD- 25-0114-Revs.dwg
1. DRAWINGS AND BASE INFORMATION - ALL BASE AND PLANTING INFORMATION HAVE BEEN
PROVIDED BY MATRIX DESIGN. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY
HYDROSYSTEMS*KDI OF ANY DISCREPANCIES BETWEEN THE UTILITY OR PLANTING PLANS
AND THE IRRIGATION PLAN. IF CONTRACTOR FAILS TO NOTIFY HYDROSYSTEMS*KDI AND
MAKES CHANGES TO THE IRRIGATION SYSTEM DESIGN, THEY ASSUME ALL COSTS AND
LIABILITIES ASSOCIATED WITH THOSE FIELD CHANGES. REFER TO SPECIFICATIONS FOR
ADDITIONAL PROJECT REQUIREMENTS. CONTACT IRRIGATION CONSULTANT FOR CURRENT
SPECIFICATIONS IF NOT PROVIDED.
2. SYSTEM PRESSURE - HYDROSYSTEMS*KDI HAS CONTACTED THE LOCAL WATER DISTRICT THAT
SERVES THIS SITE AND THEY HAVE BEEN TOLD THAT THE STATIC WATER PRESSURE IN THIS
AREA SHOULD BE 80-88 PSI. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY
PRESSURE PRIOR TO COMMENCING ANY CONSTRUCTION AND NOTIFY HYDROSYSTEMS*KDI
OF ANY VARIANCE FROM THE STATED PRESSURE IMMEDIATELY. WRITTEN DOCUMENTATION
OF PRESSURE TEST AND RESULTS SHALL BE PROVIDED TO HYDROSYSTEMS*KDI AT
CONSTRUCTION ONSET. IF CONTRACTOR FAILS TO FIELD VERIFY PRESSURE AND/OR
NOTIFY HYDROSYSTEMS*KDI OR ANY VARIATIONS FROM THIS PRESSURE, THEN THEY
ASSUME ALL CONSTRUCTION AND ENGINEERING COSTS ASSOCIATED WITH SYSTEM
MODIFICATIONS REQUIRED TO ACCOMMODATE ACTUAL SITE PRESSURE. REFER TO POINT
OF CONNECTION NOTES FOR SPECIFIC PRESSURE REQUIRED AT THAT LOCATION.
3. IRRIGATION SYSTEM OPERATION INTENT - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO
IRRIGATE THE ESTABLISHED LANDSCAPE WITHIN A THREE NIGHT PER WEEK, SIXTEEN HOUR
PER NIGHT WATERING WINDOW. ESTABLISHMENT WATERING WILL REQUIRE UP TO TWICE AS
MUCH IRRIGATION FOR A FOUR TO SIX WEEK PERIOD. THE DESIGN IS BASED ON THE
FOLLOWING PROJECTED WEEKLY APPLICATION RATES AFTER ESTABLISHMENT. THESE
FIGURES ARE BASED ON A 30-YEAR AVERAGE WEATHER DATA AND WILL NEED TO BE
ADJUSTED DUE TO SEASONAL CHANGES AND WEATHER CONDITIONS ABOVE AND BELOW
THE AVERAGE VALUES UTILIZED.
BLUEGRASS TURF 1.34" PER WEEK PEAK SEASON
ORNAMENTAL PLANTINGS 0.72" PER WEEK PEAK SEASON
NATIVE SEED MIXES 0.48" PER WEEK PEAK SEASON (TWO SEASONS)
IT IS THE INTENT OF THIS DESIGN THAT NATIVE AREAS WOULD ONLY BE IRRIGATED FOR
ESTABLISHMENT. SYSTEM WILL REMAIN FOR USE DURING YEARS WITH LESS THAN NORMAL
RAINFALL.
4. EQUIPMENT INSTALLATION - IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT
BE INSTALLED WITHIN PROPERTY LIMITS AND WITHIN LANDSCAPED AREAS. INSTALLATION
SHALL BE COORDINATED WITH OTHER UTILITY WORK, ALL OTHER UTILITIES SHALL TAKE
PRECEDENCE OVER IRRIGATION LOCATION. ANY EQUIPMENT OTHER THAN VALVE BOXES
OR SLEEVING THAT CONTAINS PIPE OR WIRES SHOWN OUTSIDE OF THESE LIMITS IS SHOWN
IN THAT LOCATION FOR GRAPHICAL CLARITY ONLY. ALL VALVE BOXES SHALL BE
INSTALLED A MINIMUM OF 2'-0" FROM EDGE OF ANY PAVED SURFACES UNLESS
SPECIFICALLY INDICATED ON PLANS. BOXES INSTALLED IN OPEN TURF AREAS SHALL BE
KEPT TO EDGES AND STAKED FOR REVIEW IF ALONG HIGH TRAFFIC AREAS. ALL VALVE
BOXES SHALL BE PLACED A MINIMUM OF 3'-0" FROM THE CENTERLINE OF ANY DRAINAGE
SWALE. ALL VALVE BOXES WITHIN PAVEMENT SHALL BE TIER 15 RATED BOXES FOR HEAVY
DUTY NON-DELIBERATE TRAFFIC. BOX LID COLOR SHALL MATCH ADJACENT MATERIALS,
I.E. GREEN IN TURF, TAN IN WOOD MULCH, GRAY IN STONE MULCH, PURPLE FOR RECLAIMED
WATER SYSTEMS (IF REQUIRED). REFER TO LANDSCAPE PLANS FOR MATERIAL COLORS
AND TYPES. ALL BOXES SHALL BE INSTALLED TO BE FLUSH WITH GRADE AND IN AN
ORDERLY MANNER. WHERE MORTAR PAVING LIDS ARE INSTALLED ABOVE BOXES,
IRRIGATION BOX WITH LID SHALL BE LOWERED TO ACCOMMODATE PAVING LID. REFER TO
LANDSCAPE FOR ADDITIONAL INFORMATION, TO BE INSTALLED PER MANUFACTURE
RECOMMENDATIONS.
5. PIPING INSTALLATION - IRRIGATION PIPING SHALL MAINTAIN A MINIMUM DISTANCE FROM
BUILDING FOUNDATIONS OF 5 FEET OR AS DESCRIBED IN SOILS REPORT, WHICHEVER IS
GREATER. NO SPRAY IRRIGATION SHALL OCCUR WITHIN 10 FEET OF THE FOUNDATION. NO
DRIP IRRIGATION SHALL OCCUR WITHIN 5 FEET OF THE FOUNDATION UNLESS SOIL MOISTURE
SENSORS ARE INSTALLED ON VALVES SERVICING THESE AREAS. ALL IRRIGATION PIPING
AND EMISSION DEVICES LOCATED ON TOP OF OR WITHIN BUILDING STRUCTURE SHALL
CONFORM TO WATERPROOFING CONSULTANT REQUIREMENTS. PIPE ROUTING MAY BE
SHOWN WITHIN THESE DISTANCES FOR GRAPHICAL CLARITY ONLY.
6. MANUAL DRAIN VALVES - CONTRACTOR TO INSTALL ONE MANUAL DRAIN VALVE ON PRESSURE
SUPPLY LINE DIRECTLY DOWNSTREAM OF BACKFLOW PREVENTER AND AT ALL LOW
POINTS AND DEAD ENDS OF PRESSURE SUPPLY PIPING TO ENSURE COMPLETE DRAINAGE
OF SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THESE LOCATIONS
IN-FIELD AND INSTALLATION LOCATIONS SHALL BE NOTED ON AS-BUILTS.
7. ROTARY SPRAY NOZZLES - RAINBIRD AT 35 PSI: CONTRACTOR TO INSTALL PLASTIC ROTARY
NOZZLES ON ALL POP-UP SPRAY HEADS. INSTALL R14 SERIES NOZZLES ON HEADS
SPACED 8' TO 13'. INSTALL R18 SERIES NOZZLES ON ALL HEADS SPACED AT 13' TO 17'.
INSTALL R24 SERIES NOZZLES ON ALL HEADS SPACED AT 17' TO 24'. R-VAN SERIES
VARIABLE ARC SHOULD BE UTILIZED ADJACENT TO CURVILINEAR SHRUB BEDS OR FOR
ANY ANGLES THAT ARE NOT A STANDARD NOZZLE ANGLE.
8. DRIP IRRIGATION - REFER TO IRRIGATION DETAIL SHEET FOR DRIP EMITTER QUANTITIES AND
PLACEMENT.
9. UNLABELED PIPING - ALL UNLABELED LATERAL PIPING SHALL BE 1" MINIMUM UNLESS
OTHERWISE NOTED.
10. SLEEVING - ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS IS BY CONTRACTOR
UNLESS OTHERWISE NOTED. SLEEVING SHALL BE INSTALLED IN THE SIZES AND QUANTITIES
SHOWN ON PLANS OR BASED ON THE SCHEDULE BELOW. WHERE SLEEVES ARE SHOWN,
BUT NOT LABELED, FOLLOW THE SCHEDULE BELOW. ALL MAINLINE, CONTROL WIRES AND
DRIP LINES UNDER PAVED SURFACES ARE TO BE INSTALLED IN SLEEVING. ALL MAINLINE
SLEEVE LOCATIONS TO INCLUDE A SEPARATE WIRE SLEEVE.
SLEEVED PIPE SIZE/WIRE QUANTITY REQUIRED SLEEVE SIZE & (QUANTITY)
4" - 114" PIPING 2" PVC (1)
112" - 2" PIPING 4" PVC (1)
2" - 3" PIPING 6" PVC (1)
COMMUNICATION CABLE 2" PVC (1)
11. 2-WIRE SYSTEM NOTES - CONTRACTOR SHALL INSTALL ALL TWO-WIRE COMPONENTS PER
MANUFACTURER'S RECOMMENDATIONS AND STANDARDS.
11.1. CONTRACTOR SHALL USE ONLY MANUFACTURED 2-WIRE DECODER CABLE (SEE
SCHEDULE FOR SPECIFIC 2-WIRE CABLE).
11.2. USE DIFFERENT COLOR 2-WIRE DECODER CABLE FOR EACH CONTROLLER BLUE FOR
PERMANENT VALVES AND TAN FOR Z-ZONE VALVES.
11.3. ONLY USE SINGLE STATION DECODERS (SEE SCHEDULE FOR SPECIFIC MODEL).
11.4. ONLY USE SENSOR DECODER FOR FLOW SENSOR (SEE SCHEDULE FOR SPECIFIC
MODEL) IF INDICATED ON PLANS.
11.5. LOOP 5' OF 2-WIRE DECODER CABLE INTO ALL VALVE BOXES (WITH DECODERS AND
SPLICES) FOR MAINTENANCE.
11.6. LOOP 2' OF 2-WIRE DECODER CABLE AS AN EXPANSION LOOP AT ALL CHANGES OF
DIRECTION.
11.7. USE ONLY 3M DBR-6 WATERPROOF CONNECTORS ON ALL WIRE SPLICES AND ALL
WIRE SPLICES ARE TO BE MADE WITHIN A VALVE BOX WITH CONTROL VALVES OR A
SEPARATE 10" ROUND VALVE BOX FOR WIRE SPLICES.
11.8. INSTALL SURGE PROTECTOR RODS OR PLATES 8 LF. PERPENDICULARLY FROM
VALVES, DECODERS, AND COMMUNICATION WIRE. WHERE 8 LF IS NOT AVAILABLE,
REFER TO ASIC GUIDELINES FOR PLATE LAYOUT.
11.9. GROUNDING SHALL BE IN AN IRRIGATED AREA.
11.10. GROUND ALL DECODERS AND DECODER WIRE A MINIMUM OF EVERY 500' WIRE OR
EVERY 8TH DECODER AND AT ALL ENDS OF 2-WIRE DECODER CABLE RUN.
11.11. LOOP EXTRA 10' OF 2-WIRE DECODER CABLE INTO A VALVE BOX AT PHASING LINES
FOR FUTURE CONNECTION (IF INDICATED ON PLANS).
12. ADJUSTMENT - CONTRACTOR SHALL FINE TUNE/ADJUST THE IRRIGATION SYSTEM TO
REDUCE/AVOID OVERSPRAY ONTO HARD SURFACES BY ADJUSTING NOZZLE DIRECTION
AND NOZZLE RADIUS.
13. PLANS AND SPECIFICATIONS - CONTRACTOR RESPONSIBLE TO ENSURE WORK CONFORMS TO
PLANS AND SPECIFICATIONS. AT ONSET OF CONSTRUCTION, VERIFY PLANS ARE CURRENT.
DO NOT CONSTRUCT ANY PORTIONS OF THE IRRIGATION OFF OF PLANS MARKED NOT
FOR CONSTRUCTION OR FOR REVIEW ONLY. FAILURE TO VERIFY CURRENT PLANS MAY
RESULT IN RECONSTRUCTION AT CONTRACTOR'S EXPENSE. WHERE REQUIRED BY CITY,
TOWN OR WATER DISTRICT ENTITY, CONTRACTOR SHALL CONSTRUCT ONLY OFF PLANS
STAMPED WITH APPROVAL. REVISIONS TO APPROVED OR STAMPED PLANS SHALL
CONFORM TO FIELD CHANGE PROCEDURES AND DOCUMENTATION.
14. SIMULTANEOUS ZONE OPERATION - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE
MULTIPLE ZONES SIMULTANEOUSLY BASED ON INDIVIDUAL ZONE FLOW. THE DESIGN IS
INTENDED TO OPERATE MULTIPLE VALVES, UP TO THE MAXIMUM FLOW IN THE POINT OF
CONNECTION NOTE. REFER TO CONTROLLER SPECIFICATION FOR MAXIMUM SIMULTANEOUS
VALVE COUNT.
15. BACKFLOW DEVICES: ALL CONNECTION COMPONENTS AND BACKFLOW DEVICES SHALL BE
LEAD-FREE. CONTRACTOR SHALL CONTACT WATER SERVICE PROVIDER FOR ANY
ADDITIONAL REQUIREMENTS REGARDING BACKFLOW TESTING.
16. WATER BUDGETS AND PROJECTIONS - HYDROSYSTEMS-KDI HAS BASED THE IRRIGATION DESIGN
AND THE ASSOCIATED PROJECTED WATER USE UPON SUCH FACTORS AS CITY OR WATER
DISTRICT IMPOSED REQUIREMENTS, PUBLISHED PLANT SPECIES WATER NEEDS, SELECTED
IRRIGATION METHOD EFFICIENCIES AS REPORTED BY INDEPENDENT TESTING FACILITIES,
HISTORICAL WEATHER DATA FOR THE PROJECT LOCATION, AND PROPER MAINTENANCE
PROCEDURES. HYDROSYSTEMS*KDI IS NOT RESPONSIBLE, AND ACCEPTS NO
RESPONSIBILITY, FOR THE ACTUAL WATER USAGE VARIATION THAT IS A RESULT OF FIELD
MODIFICATIONS TO THE SYSTEM NOT MATCHING CONSTRUCTION DOCUMENTS, IMPROPER
MAINTENANCE, WASTE DUE TO SYSTEM DAMAGE OR VANDALISM, OR WEATHER CONDITIONS
THAT DEVIATE FROM PUBLISHED 30 YEAR HISTORICAL AVERAGES.
17. PRESSURE TESTING - CONDUCT MAINLINE TEST IN PRESENCE OF CONSULTANT. ARRANGE FOR
PRESENCE OF CONSULTANT 48 HOURS IN ADVANCE OF TESTING. SUPPLY FORCE PUMP AND
ALL OTHER TEST EQUIPMENT. COMPRESSED AIR SHALL NOT BE USED FOR PRESSURE
TESTING SYSTEM.
17.1 AFTER BACKFILLING, AND INSTALLATION OF ALL CONTROL VALVES, FILL PRESSURE
SUPPLY LINE WITH WATER, AND PRESSURIZE TO 40 PSI OVER THE DESIGNATED STATIC
PRESSURE OR 120 PSI, WHICHEVER IS GREATER, FOR A PERIOD OF 2 HOURS.
17.2 LEAKAGE, PRESSURE LOSS - TEST IS ACCEPTABLE IF NO LOSS OF PRESSURE IS
EVIDENT DURING THE TEST PERIOD.
17.3 LEAKS - DETECT AND REPAIR LEAKS.
17.4 RETEST SYSTEM UNTIL TEST PRESSURE CAN BE MAINTAINED FOR DURATION OF TEST.
17.5 BEFORE FINAL ACCEPTANCE, PRESSURE SUPPLY LINE SHALL REMAIN UNDER
PRESSURE FOR A PERIOD OF 48 HOURS.
17.6 PRESSURE TEST SHALL BE SCHEDULED AND PASSED PRIOR TO SCHEDULING OF
SUBSTANTIAL COMPLETION WALK-THROUGH.
IRRIGATION CONSTRUCTION NOTES
DIRECTORY
IRRIGATION SCHEDULE IR-0
IRRIGATION NOTES IR-0
IRRIGATION PLANS IR-1 - IR-7
IRRIGATION DETAILS IR-8 - IR-10
IRRIGATION CHARTS IR-11 - IR-13
IRRIGATION SCHEDULE
SYMBOL MANUFACTURER MODEL NO. DESCRIPTION DETAIL NO.
RAIN BIRD RD-12-P30-S-F WITH (R14, R18, R24)
SERIES NOZZLE
HI-POP ROTARY SPRAY HEAD 17
RAIN BIRD RD-12-P40-S-F WITH SST, CORNER
SERIES NOZZLE
HI-POP ROTARY SPRAY HEAD 17
RAIN BIRD
5006-PC-SAM-SS WITH #MPR-25
MATCHED PRECIPITATION NOZZLE
GEAR DRIVEN ROTOR 15
RAIN BIRD 5006-PC-SAM-SS WITH #MPR-30
MATCHED PRECIPITATION NOZZLE
GEAR DRIVEN ROTOR 15
RAIN BIRD
5012-PL-PC-SAM WITH #MPR-25
MATCHED PRECIPITAION NOZZLE
HI-POP GEAR DRIVEN ROTOR 16
RAIN BIRD
5012-PL-PC-SAM WITH #MPR-30
MATCHED PRECIPITAION NOZZLE
HI-POP GEAR DRIVEN ROTOR 16
RAIN BIRD
5012-PL-PC-SAM WITH #MPR-35
MATCHED PRECIPITAION NOZZLE
HI-POP GEAR DRIVEN ROTOR 16
RAIN BIRD 5012-PL-PC-SAM WITH #4 NOZZLE HI-POP GEAR DRIVEN ROTOR 16
RAIN BIRD 5012-PL-PC-SAM WITH #8 NOZZLE HI-POP GEAR DRIVEN ROTOR 16
RAIN BIRD PEB-IVM WITH NIBCO BALL VALVE ELECTRIC CONTROL VALVE 8
RAIN BIRD 44-LRC QUICK COUPLING VALVE 13
RAIN BIRD
ESP-LXIVM WITH LXMMPED - 60 STATION
MODEL
TWO-WIRE ELECTRIC CONTROLLER 3 & 4
RAIN BIRD WR2-RFC WEATHER SENSOR DEVICE 5
FEBCO 825YA WITH WATTS 223-HP PRV RP BACKFLOW PREVENTER 1
N/S STRONG BOX
SBBC-(30)AL - TAP #1 & #2
SBBC-(22)AL- TAP #3
BACKFLOW PREVENTER ENCLOSURE 2
TYPE K COPPER HARD COPPER PIPE N/S
N/S OLDCASTLE / CARSON REFER TO SPECIFICATIONS AND DETAILS VALVE BOXES VARIOUS
N/S AY MACDONALD 76001 - 1/4 TURN - 1" MANUAL DRAIN VALVE 14
LINE SIZE - 21
2'' AND SMALLER GATE VALVE 12
RAIN BIRD PEBIVM-PRS-D MASTER CONTROL VALVE 7
RAIN BIRD XCZ-100-IVM-Q DRIP VALVE ASSEMBLY 9
RAIN BIRD
UFS-200(TAP 1 & TAP 2) UFS-100 (TAP
3)-IVM-SEN
FLOW SENSOR 6
CLASS 200 BE - 21
2" & SMALLER PVC MAINLINE 19
CLASS 200 BE PVC LATERAL 19
CLASS 160 PVC SLEEVING 18
TORO BLUE STRIPE POLY DRIP TUBING -3
4" MIN. WIDTH 9, 20 & 21
N/S RAIN BIRD XBCV - XERI-BUG WITH CHECK VALVE DRIP EMITTERS 20
HUNTER / NIBCO ECO-ID-12-R WITH NIBCO BALL VALVE
DRIP LINE BLOW-OUT STUB AND
INDICATOR HEAD
N/S RAIN BIRD IVM-SEN SENSOR DECODER 6 & 10
N/S RAIN BIRD IVM-SOL VALVE DECODER 7, 8 & 9
PAIGE P7072D 2-WIRE DECODER CABLE 3, 6, 7, 8, 9 & 11
GROUNDING LOCATION 4
RAIN BIRD IVM-SD SURGE PROTECTION 10
RAIN BIRD IVM-SD SURGE PROTECTION 10
RAIN BIRD IVM-SD SURGE PROTECTION 10
RAIN BIRD IVM-SD SURGE PROTECTION 10
WATER METER N/S
MPS
#25 #25
#25 #25
#30 #30
#30 #30
#25 #25
#25 #25
#30 #30
#30 #30
#35 #35
#35 #35
#4 #4
#4 #4
#8 #8
#8 #8
A
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GPM CONTROL VALVE SIZE
CONTROLLER & STATION NO.
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
1 14 IR-0
N/A
N/A
JP
HV
JP
22.1229.011
IRRIGATION SCHEDULE & NOTES
THE AURORA HIGHLANDS FILING 25
CONSTRUCTION DOCUMENTS
CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO
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114'' (1)4'' (2)2''
2''21
2''21 2''
33 1.5''
AZ88
44 1.5''
AZ86
114''
2''
47 1.5''
AZ82
114''2''
38 1.5''
AZU38
33 1.5''
AZU39
112''
114''
114''
114''
114''
114''
112''
114''
114''
114'' 114''
112''
38 1.5''
AU22
112''
114''
2''
40 1.5''
AZU40
2''
112''
112''
112''
112'' 112''
112''
114''
114''114''
114''
114''
37 1.5''
AZU41
2'' 112'' dr 1''
AU19
dr 1''
AU20
dr 1''
AU21
dr 1''
AU23
dr 1'' AU24dr 1''
AU25
36 1.5"
AZU42
112''
112''
114''
112''
#30
#30 #30
#30 #30
#30 #30
#30#30
#30
#25
#25
#25 dr 1'' A17 dr 1'' A18
(1)6'' (1)2''
(1)6'' (2)2''
(1)4'' (1)2''
(1)4'' (1)2'' (1)4''
(1)2''
(1)2''(1)2''
(1)2'' (1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(3)2''
(2)2''
(1)2''
(3)2''
(1)2''
(2)2''
(3)2''
(1)2''
(1)2''
(1)2''
(1)2''
(2)2''
(1)2''
W
41 1.5''
AZ84
2''
114''
114''
34 1.5''
AZ85
48 1.5''
AZ87
2"
112''
17 1"
AZ83
(1)2''
2''
(1)4''
(1)2''
2''
2''
(1)4''
112''
(1)2'' (1)4'' 112'' (1)2''
(1)2''
2''
(3)2''
(3)2''
(1)2''
114''
2''2'' 2''
2''
2''
2 1"
AZU44
36 1.5''
AZU43
2''
GAZ
G A
R24
#4
#4
#8
#8
#8
#8
#8
#8
#8
#4
#4
R14 R14R14
R14
R14R14 R14
R14
R14
R14
R14
R14
R14
R14 R14
R14
R14
R14
R14
R14
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R14
R14
R14 R14
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R14
R14
R14
R14
R18
R18
R18
R14
R14 R14
R14 R14
R14
R14R14
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R14 R14
R14R14
R14
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R24 R24R24
R18
R18
R18
R18
R18
R18R18
R18
R18 R14
R14
R14
R14
R18R18
R18
R18
R14
R14
R14
R14
R24
R24
R24
R24 R24
R24
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R24 R24
R24
R24
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R14 R14
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R14 R18
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R24
R24
R18
R18 R18
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R14
R18
R18
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R14
R14
R18
R18
R18 R18
R14
R14
R24 R24
R24
R14R14
R18 R18
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R14
R14
R14
R14
R18
R24
R24
R24
R18
R24
R18
R24
R24
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R24
R24
R24
R24 R24
R24
R18
R14
R14 R14R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24 R24
R14
R18
R18
R18
R18
R18
R18
R18
R14
MPS MPS
MPSMPS
R14R14
R14 R14
R14 R14
R14
R14
R14
R24
R24 R24
R24
R14
R14 R14
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R18
R18 R18
R14R14
R14R14
R14R14
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R24
R18
R24
R18
R18
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R18
R18
R18
R18R18
R18R18
R18 R18
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R18
R18R18
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R24R24
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R24
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R14 R14
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R14R14
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R24 R24 R24 R24 R24 R24
R18
R18
R18
R18R18
R18
R18
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R18 R18
R18R18
R18
R24 R24 R24 R18
R18R18
R24
R18
R24 R24 R24
R24
R24 R24 R24
R24 R24 R24 R24 R24R24
R24
R18
MFS
A
R14
R14
R14
R14
R14
R14R14
R14R14
R24 R24
#8
#4
#8
#4
#8
#8
#8
#8
#8
#8
#8
#8
#8
#4
#4
#8
MPR
L
MPS
MPS
G AU
G AUZ
HORIZ.
VERT.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE
DATE ISSUED: DRAWING No.
SEAL
FOR AND ON BEHALF OF
MATRIX DESIGN GROUP, INC.
PROJECT No.
PREPARED BY:
REFERENCE
DRAWINGS
FILE NAME:
CTB FILE:
PLOT DATE:
THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.
COMPUTER FILE MANAGEMENT
No. DATE DESCRIPTION BY
REVISIONS
SHEET KEY
N
SHEET
SHEET No.
Know what's below.
before you dig.Call
R
SCALE 1" = 1000'
WARM SPRINGS AVE.
H
I
G
H
L
A
N
D
S
C
R
E
E
K
P
K
W
Y
E
10/18/2024
AC
KC
KC
14OF
S E
E
S
H E
I R
S E
E
S
H E
S E
E
S
H E
SEE SHEET IR-7
January 30, 2025 10:08:42 AM
8pen30screen-15-HSKDI.ctb
T:\8000-8099 Jobs\8081-Aurora Highlands Filing 25\8081-AHF25-IRR-CD- 25-0114-Revs.dwg
DIRECTORY
IRRIGATION SCHEDULE IR-0
IRRIGATION NOTES IR-0
IRRIGATION PLANS IR-1 - IR-7
IRRIGATION DETAILS IR-8 - IR-10
IRRIGATION CHARTS IR-11 - IR-13
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
NORTH
20' 40' 80'
SCALE: 1''=40'
2 IR-1
22.1229.011
IRRIGATION PLAN
THE AURORA HIGHLANDS FILING 25
CONSTRUCTION DOCUMENTS
CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO
CONTROLLER LOCATION "A"
PEDESTAL MOUNT ONE CONTROLLER (REFER TO SCHEDULE FOR MODEL & STATION COUNT), REMOTE READY, AT INDICATED LOCATION. 120 VOLT POWER IS AVAILABLE WITHIN TBD LF. OF CONTROLLER
LOCATION FROM TRANSFORMER/BUILDING/RESIDENTIAL PEDESTAL, BY OTHERS RE:ELECTRICAL
PLANS. ELECTRICAL METER, WIRE/CONDUIT, STEP-DOWN TRANSFORMER (IF REQUIRED) AND POWER
CONNECTION TO CONTROLLER IS BY CONTRACTOR WITH WORK CONFORMING TO LOCAL CODES.
FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID BY CONTRACTOR.
FINAL CONTROLLER LOCATION SHALL BE APPROVED BY OWNER OR OWNER'S REPRESENTATIVE
PRIOR TO INSTALLATION. MOUNT ONE WEATHER SENSOR ON POLE WHERE THERE IS 20 FT. OF
CLEARANCE FROM ANY OVERHANG OR OBSTRUCTING FEATURE. INSTALL WEATHER SENSOR
RECEIVER IN CONTROLLER ENCLOSURE. CONNECT SENSOR RECEIVER WIRES TO IRRIGATION
CONTROLLER SENSOR PORT THROUGH CONDUIT. FINAL WEATHER SENSOR LOCATION SHALL BE
APPROVED BY OWNER OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
*CONTRACTOR TO RUN TWO SEPARATE 2-WIRE CABLE PATHS (ID2BLU FOR 'A' VALVES AND ID2TAN FOR 'AZ' VALVES). 2-WIRE CABLE FOR 'AZ' VALVES (ID2TAN) SHOULD BE DISCONNECTED WITHIN THE CONTROLLER AFTER THE 3 YEAR ESTABLISHMENT PERIOD TO AVOID PAYING CAPITAL RECOVERY
FEES.*
POINT OF CONNECTION #1 - 2"
PEAK FLOW REQUIREMENT: 50 GPM. REQUIRED STATIC PRESSURE: 90 PSI
CONTRACTOR SHALL TIE ONTO 2'' COPPER STUB-OUT DOWNSTREAM OF METER PIT AT 54'' DEPTH IN THIS APPROXIMATE LOCATION. INSTALLATION OF TAP, SERVICE LINE, METER PIT AND STUB TO THIS
LOCATION IS BY OTHERS RE=CIVIL. INSTALL ONE 2'' METER PER AURORA CITY OR COUNTY
SPECIFICATIONS AND STANDARDS. CONNECT TO STUB AND EXTEND 2'' TYPE K SOFT COPPER AT 54'' MINIMUM DEPTH TO BACKFLOW PREVENTER LOCATION. INSTALL ONE 2'' STOP AND WASTE VALVE, ONE 2'' REDUCED PRESSURE BACKFLOW PREVENTER WITH PROTECTIVE ENCLOSURE, ONE MANUAL
DRAIN VALVE, ONE MANUAL DRAIN VALVE, ONE FLOW SENSOR, ONE GATE VALVE, ONE QUICK
COUPLING VALVE, ONE MASTER VALVE, AND EXTEND PVC MAINLINE AS SHOWN. CONNECT FLOW
SENSOR AND MASTER VALVE TO ASSOCIATED CONTROLLER VIA TWO-WIRE COMMUNICATION CABLE PER MANUFACTURER'S REQUIREMENTS. SEE DETAIL SHEET FOR REQUIRED PIPE LENGTHS UPSTREAM
AND DOWNSTREAM OF FLOW SENSING UNIT. WORK SHALL CONFORM TO LOCAL CODE. FEES,
PERMITS AND INSPECTIONS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID FOR BY
CONTRACTOR. FINAL BACKFLOW PREVENTER LOCATION SHALL BE APPROVED BY OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
*CONTRACTOR TO RUN TWO SEPARATE 2-WIRE CABLE PATHS (ID2BLU FOR 'A' VALVES AND ID2TAN FOR 'AZ' VALVES). 2-WIRE CABLE FOR 'AZ' VALVES (ID2TAN) SHOULD BE DISCONNECTED WITHIN THE CONTROLLER AFTER THE 3 YEAR ESTABLISHMENT PERIOD TO AVOID PAYING CAPITAL RECOVERY
FEES.*
A
REFER TO AURORA HIGHLANDS
FILING 7 IRRIGATION DESIGN
FOR CONTINUATION OF
IRRIGATION SYSTEM.
w w s w s w s w s w w w w w w w w w w w w s s s s s s s s s s s s w s
M w w w w w w w w w w s s s s w s s s s s s w s s w w w w w w w w w w w w s s s s s s s s s s s s
2''
2''
2''
2''
2''
2''
114''
32 1.5''
AZ70
112''
44 1.5''
AZ68
44 1.5''
AZ69
2''
114''
112''
114''
112'' 2''
16 1''
AZ67
48 1.5''
AZ77
2''
112''
112''
39 1.5''
AZ74
2''
114''
45 1.5''
AZ76
114''
114''2''
47 1.5''
AZ82
114''2'' dr 1'' A8 dr 1'' A9 dr 1'' A7 dr 1'' A16
(1)6'' (1)2''
(1)6'' (2)2''
(1)6'' (2)2''
(1)2''
(1)2''
(2)2''
(1)2''
(1)4'' (1)2''
(1)2''
(1)2''
(1)2''
(1)6'' (2)2''
(1)2''
(2)2''
(1)2''
48 1.5''
AZ78
41 1.5''
AZ81
2''
112''
18 1"
AZ75
114''
112''1 4''
(1)4''
(1)2''
2''
2''
2''
2''
(1)6'' (1)2''
G
AZ G
AZ
G A
GAZ
G A
#8
#8
#8
#8
#8
#8
#8
#8#4 #8
#4
#8
#4
#8
#8
#8
#8
#4
#4
#8
#8
#8 #8
#8
#8
#8
#25
#25
#25
R18
R18
R18
R14
R14
R14 R14
R14
R14
R14
R14
R14
R14
R14
R14
R14
R14
MPS
MPS
R24
R24
R24
R24 R24
R24
R24
R24
R24
R24
R24
R24 R24
R24
R24
R24
R24 R24
R24 R24 R24
R24
MPRL
R18
R18
R18
R18
R14
R14
MPS
MPS
R14
R14 R14
R14
R18
R18
R14
R14 R18
R18
MPS
MPS
R14
R14
R14
R14 R14
R14
R14
R14
MPS
MPS
MPS
MPS
R14
R14
R14
R14
MPS
MPS
R14
R14 R14
R14
R14
R14
R14
R14R14
R14
R24
R24R24R24R24
R24 R24
R24
R24
R24
R24
R24
R14
R14
R14
R14 R14
R18
R18 R14
R14
R14
R14
R14
R18
R18
R18
R18
MPS
MPS
MPS
MPS
MPS
MPS
MPSMPS
MPS
MPS
R14R14
R14 R14
R24
R24
R24
R24
R24
R24
R24
R24
R24R14
R14R14
R14R14
R24
R18 R18
R18R18
R18
R18
R18 R18
R18
R18
R18
R18
R24 R24
R18
R18
R18
R18
R18
R18 R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24 R24
R24 R24
R24
R24
R24
R24 R24
R14 R14
R14
R14
R18
R18
R24 R24
R24
R24
R24
R24 R18
R18
R18
#25
#25
#25
#25
#25
#25
#25
#25
R14
R14 R14
R14
R14 R14
R24
HORIZ.
VERT.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE
DATE ISSUED: DRAWING No.
SEAL
FOR AND ON BEHALF OF
MATRIX DESIGN GROUP, INC.
PROJECT No.
PREPARED BY:
REFERENCE
DRAWINGS
FILE NAME:
CTB FILE:
PLOT DATE:
THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.
COMPUTER FILE MANAGEMENT
No. DATE DESCRIPTION BY
REVISIONS
SHEET KEY
N
SHEET
SHEET No.
Know what's below.
before you dig.Call
R
SCALE 1" = 1000'
WARM SPRINGS AVE.
H
I
G
H
L
A
N
D
S
C
R
E
E
K
P
K
W
Y
E
10/18/2024
AC
KC
KC
14OF
SEE SHEET IR-3
S E
E
S
H E
January 30, 2025 10:08:46 AM
8pen30screen-15-HSKDI.ctb
T:\8000-8099 Jobs\8081-Aurora Highlands Filing 25\8081-AHF25-IRR-CD- 25-0114-Revs.dwg
DIRECTORY
IRRIGATION SCHEDULE IR-0
IRRIGATION NOTES IR-0
IRRIGATION PLANS IR-1 - IR-7
IRRIGATION DETAILS IR-8 - IR-10
IRRIGATION CHARTS IR-11 - IR-13
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
NORTH
20' 40' 80'
SCALE: 1''=40'
3 14 IR-2
JP
HV
JP
22.1229.011
IRRIGATION PLAN
THE AURORA HIGHLANDS FILING 25
CONSTRUCTION DOCUMENTS
CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO
S
S
E
REFER TO AURORA HIGHLANDS
FILING 7 IRRIGATION DESIGN
FOR CONTINUATION OF
IRRIGATION SYSTEM.
w w w w w w w w w w s s s s s s s s s s s s w w s s s s s s s s s s s s s w w w w w w w w w w s w w s s w w
W
36 1.5''
BZ26
114''112'' 114''
44 1.5''
BZ30
114''
114''
2''
2''44 1.5''
BZ27
2''
114''
2''
112'' dr 1'' B2
35 1.5''
BZ45
112''
112''
114''
40 1.5''
BZ44
2'' 114''
114'' dr 1'' B1
10 1''
BZ28
23 1''
BZ29
114''
114''
114''
37 1.5''
BZ23
114''
112''
114''
2''
43 1.5''
BZ24
2''
114''
112''
43 1.5''
BZ22
114''
112''
2''
34 1.5''
BZ21
114''
112''
3 1''
BZ25
44 1.5''
BZ9
114''
112''
48 1.5''
BZ10
114'' 114''
2''
48 1.5''
BZ12
114''
2'' 112''
114''
16 1''
BZ11
44 1.5''
BZ13
112''
114'' 2''
32 1.5''
BZ14
48 1.5''
BZ15
114''
114''
112'' 2''2''
112''
24 1''
BZ16 114''
28 1.5''
BZ17
112'' 114''
23 1''
BZ18
114''
114''
114''
44 1.5''
BZ19
114''
114''
2''
9 1''
BZ20
(1)2''
(1)2''
(1)6'' (1)2''
(1)2'' (1)2''
(1)2''
(1)4''
(2)2''
(1)2'' (1)4''
(1)6'' (1)2''
(1)2''
(1)6'' (1)2'' dr 1'' B8 dr 1'' B7 dr 1'' B6
2''
2''
2''
2''
2''
2''
2''
2''
2''
2''
2''
2''
2''
2''
2''
2''
2''
2''
(1)6'' (1)2''
(1)6'' (1)2''
(1)6'' (1)2''
(1)6'' (1)2'' dr 1'' B5
(1)2''
(1)2''
(1)6'' (2)2''
2''
29 1.5''
AZ73
112''
114''
29 1.5''
AZ72
114''
114''
112''
112'' 2''
44 1.5''
AZ71
112''
2'' dr 1'' A5 dr 1'' A6
(1)6'' (2)2''
(1)6'' (1)2''
(1)2''
(1)2''
(1)2''
(1)2''
(1)2''
2''
2''
2''
2 2''
2''21
2''
2''
(1)2''
B
G
BZ G B
G
BZ
G B
G
BZ
G
B
G
AZ
G A
#8#4
#4 #4 #8
#8
#4
#8
#8
#8 #8
#25 #25
#25
#25 #25
#25
#25
#25
#25
#25
#25
#25
#25
#8
#8
#8
#8
#8
#4
#8
#8
#8
#8
#25
#25
#25
#25
#25#25
#25
#25
#25
#25
#25 #25
#25
#25 #25
#25
#35 #30 #25#35
#35
#35#35 #35 #35
#35
#25
#35 #35 #35
#35
#35
#25
#30
#30
#25 #25 #25 #25
#35
#35
#35
#30
#35
#35
#35
#35
#35
#35
#35 #35
#35
#35
#25
#25
#25
#25
#25
#25
#25
#25
#25
#25
#25
#25
#25
#25
#25
#25
#25
#25
#25
#30
#25
#35
#25
#25
#30
#30
#25 #25
#25 #25
#25
#25
#25
#25 #25
#25
#25
#25
#25
#35
#35
#35
#35
#35
#8 #8 #8
#8
#4
#4#8
#8 #8
#8
#4
#8
#8
#8 #8 #4
#4
#4
#8
#8
#8 #8
#8
#8
#8
#8
#4 #4
#4
#8
#8
#8
#8
#8
#4
#4
#8
#8
#8
#8
#8 #8
#8
#4
#4 #4
#4 #8
#30
#30 #30
#30
#30
#30 #30
#30
#30
#30
#25
#25
#25
#30
#25
#25
#30
#30
#30
#25
#30
#30
#25
#25
#30
#30
#25
#4
#4
#4
R14 R14
R14 R14
R14
R14
MPS
MPS
MPS
MPS
MPS
MPS
R14
R14
R18
R18
R18
R18
R24
R24
R14
R14
R18 MPS
R14 R14
R18R18
R18 R18 R18
R18
R14
R14
R18
R18
R18
R18
R18
R18
M
FS
B
#25
#25
#25
HORIZ.
VERT.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE
DATE ISSUED: DRAWING No.
SEAL
FOR AND ON BEHALF OF
MATRIX DESIGN GROUP, INC.
PROJECT No.
PREPARED BY:
REFERENCE
DRAWINGS
FILE NAME:
CTB FILE:
PLOT DATE:
THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.
COMPUTER FILE MANAGEMENT
No. DATE DESCRIPTION BY
REVISIONS
SHEET KEY
N
SHEET
SHEET No.
Know what's below.
before you dig.Call
R
SCALE 1" = 1000'
WARM SPRINGS AVE.
H
I
G
H
L
A
N
D
S
C
R
E
E
K
P
K
W
Y
E
10/18/2024
AC
KC
KC
14OF
S E
E
S
H E
SEE SHEET IR-2
January 30, 2025 10:08:51 AM
8pen30screen-15-HSKDI.ctb
T:\8000-8099 Jobs\8081-Aurora Highlands Filing 25\8081-AHF25-IRR-CD- 25-0114-Revs.dwg
DIRECTORY
IRRIGATION SCHEDULE IR-0
IRRIGATION NOTES IR-0
IRRIGATION PLANS IR-1 - IR-7
IRRIGATION DETAILS IR-8 - IR-10
IRRIGATION CHARTS IR-11 - IR-13
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
NORTH
20' 40' 80'
SCALE: 1''=40'
4 14 IR-3
JP
HV
JP
22.1229.011
IRRIGATION PLAN
THE AURORA HIGHLANDS FILING 25
CONSTRUCTION DOCUMENTS
CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO
CONTROLLER LOCATION "B"
PEDESTAL MOUNT ONE CONTROLLER (REFER TO SCHEDULE FOR MODEL & STATION COUNT), REMOTE READY, AT INDICATED LOCATION. 120 VOLT POWER IS AVAILABLE WITHIN TBD LF. OF CONTROLLER
LOCATION FROM TRANSFORMER/BUILDING/RESIDENTIAL PEDESTAL, BY OTHERS RE:ELECTRICAL
PLANS. ELECTRICAL METER, WIRE/CONDUIT, STEP-DOWN TRANSFORMER (IF REQUIRED) AND POWER
CONNECTION TO CONTROLLER IS BY CONTRACTOR WITH WORK CONFORMING TO LOCAL CODES.
FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID BY CONTRACTOR.
FINAL CONTROLLER LOCATION SHALL BE APPROVED BY OWNER OR OWNER'S REPRESENTATIVE
PRIOR TO INSTALLATION. MOUNT ONE WEATHER SENSOR ON POLE WHERE THERE IS 20 FT. OF
CLEARANCE FROM ANY OVERHANG OR OBSTRUCTING FEATURE. INSTALL WEATHER SENSOR
RECEIVER IN CONTROLLER ENCLOSURE. CONNECT SENSOR RECEIVER WIRES TO IRRIGATION
CONTROLLER SENSOR PORT THROUGH CONDUIT. FINAL WEATHER SENSOR LOCATION SHALL BE
APPROVED BY OWNER OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
*CONTRACTOR TO RUN TWO SEPARATE 2-WIRE CABLE PATHS (ID2BLU FOR 'B' VALVES AND ID2TAN FOR 'BZ' VALVES). 2-WIRE CABLE FOR 'BZ' VALVES (ID2TAN) SHOULD BE DISCONNECTED WITHIN THE CONTROLLER AFTER THE 3 YEAR ESTABLISHMENT PERIOD TO AVOID PAYING CAPITAL RECOVERY
FEES.*
POINT OF CONNECTION #2 - 2"
PEAK FLOW REQUIREMENT: 50 GPM. REQUIRED STATIC PRESSURE: 85 PSI
CONTRACTOR SHALL TIE ONTO 2'' COPPER STUB-OUT DOWNSTREAM OF METER PIT AT 54'' DEPTH IN THIS APPROXIMATE LOCATION. INSTALLATION OF TAP, SERVICE LINE, METER PIT AND STUB TO THIS
LOCATION IS BY OTHERS RE=CIVIL. INSTALL ONE 2'' METER PER AURORA CITY OR COUNTY
SPECIFICATIONS AND STANDARDS. CONNECT TO STUB AND EXTEND 2'' TYPE K SOFT COPPER AT 54'' MINIMUM DEPTH TO BACKFLOW PREVENTER LOCATION. INSTALL ONE 2'' STOP AND WASTE VALVE, ONE 2'' REDUCED PRESSURE BACKFLOW PREVENTER WITH PROTECTIVE ENCLOSURE, ONE MANUAL
DRAIN VALVE, ONE MANUAL DRAIN VALVE, ONE FLOW SENSOR, ONE GATE VALVE, ONE QUICK
COUPLING VALVE, ONE MASTER VALVE, AND EXTEND PVC MAINLINE AS SHOWN. CONNECT FLOW
SENSOR AND MASTER VALVE TO ASSOCIATED CONTROLLER VIA TWO-WIRE COMMUNICATION CABLE PER MANUFACTURER'S REQUIREMENTS. SEE DETAIL SHEET FOR REQUIRED PIPE LENGTHS UPSTREAM
AND DOWNSTREAM OF FLOW SENSING UNIT. WORK SHALL CONFORM TO LOCAL CODE. FEES,
PERMITS AND INSPECTIONS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID FOR BY
CONTRACTOR. FINAL BACKFLOW PREVENTER LOCATION SHALL BE APPROVED BY OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
*CONTRACTOR TO RUN TWO SEPARATE 2-WIRE CABLE PATHS (ID2BLU FOR 'B' VALVES AND ID2TAN FOR 'BZ' VALVES). 2-WIRE CABLE FOR 'BZ' VALVES (ID2TAN) SHOULD BE DISCONNECTED WITHIN THE CONTROLLER AFTER THE 3 YEAR ESTABLISHMENT PERIOD TO AVOID PAYING CAPITAL RECOVERY
FEES.*
B
B w s s s
LOT 1
s s w
(1)2''
(1)4'' (2)2''
12 1"
CZ21
(3)2''
(3)2''
7 1"
CZ23
dr 1" C3 dr 1" C2
18 1"
CZ22
114'' dr 1" C1
2''
48 1.5''
BZ31
114''
114''
2''
48 1.5''
BZ32
2''
114'' 114''
48 1.5''
BZ33
2''
114'' 114''
2''
28 1.5''
BZ36
112''
40 1.5''
BZ35
112'' 2''
114''
40 1.5''
BZ37
2''
2''
112'' 114'' dr 1'' B3
49 1.5''
BZ38
114'' 2'' 2'' 2''
114''
112''
49 1.5''
BZ39
114'' 114''
112''
112''
112''
2''
49 1.5''
BZ42
114'' 114''114'' 114'' 2''
112''
29 1.5''
BZ41
114''
112''
47 1.5''
BZ40
114'' 114'' 112'' 2''
2'' 2'' dr 1'' B4
39 1.5''
BZ43
2''
114''
(1)2''
(1)6'' (2)2''
(1)6'' (1)2''
2''
2''
2''
2''
2''
2''21
2''
(1)2''
(1)2''
(1)2'' (1)2''
(1)2''
(1)2''
(1)2'' (1)2''
(1)2''
(1)2''
44 1.5''
BZ34
2''
2''
112''
114''
2''
GCZ
G
C
G
BZG
B
G
BZ
G
B
#35
#35
#35
#35
#35
#35 #35
#35
#35
#35
#30
#8
#8
#8
#8
#8
#8
#8
#8
#4
#8
#8#8
#8
#8
#8
#8 #8
#4
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#35
#35
#35
#35
#35
#35
#35
#30
#35 #35#35
#35
#30
#30
#35
#35
#35
#30
#30
#25
#25
#25
#25
#35
#30
#30
#35
#35
#30
#25
#25#30
#30
#30
#30
#35#35#30 #35 #35 #35 #35 #35 #35 #35
#35
#30
#35
#35
#35
#35
#35
#35
#35
#35
#35
#35
#35
#35
#35 #35
#30
#25#25 #25 #25
#35
#35
#4
#4
R18 R18
R18R18
R18
R24
R24
R24
R24R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24 R24
R24
R24
R24
R24
R24 R24
R24
R14
R14
R14R18
R18R18
R18
HORIZ.
VERT.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE
DATE ISSUED: DRAWING No.
SEAL
FOR AND ON BEHALF OF
MATRIX DESIGN GROUP, INC.
PROJECT No.
PREPARED BY:
REFERENCE
DRAWINGS
FILE NAME:
CTB FILE:
PLOT DATE:
THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.
COMPUTER FILE MANAGEMENT
No. DATE DESCRIPTION BY
REVISIONS
SHEET KEY
N
SHEET
SHEET No.
Know what's below.
before you dig.Call
R
SCALE 1" = 1000'
WARM SPRINGS AVE.
H
I
G
H
L
A
N
D
S
C
R
E
E
K
P
K
W
Y
E
10/18/2024
AC
KC
KC
14OF
S E
E
S
H E
SEE SHEET IR-5
January 30, 2025 10:08:55 AM
8pen30screen-15-HSKDI.ctb
T:\8000-8099 Jobs\8081-Aurora Highlands Filing 25\8081-AHF25-IRR-CD- 25-0114-Revs.dwg
DIRECTORY
IRRIGATION SCHEDULE IR-0
IRRIGATION NOTES IR-0
IRRIGATION PLANS IR-1 - IR-7
IRRIGATION DETAILS IR-8 - IR-10
IRRIGATION CHARTS IR-11 - IR-13
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
NORTH
20' 40' 80'
SCALE: 1''=40'
5 14 IR-4
JP
HV
JP
22.1229.011
IRRIGATION PLAN
THE AURORA HIGHLANDS FILING 25
CONSTRUCTION DOCUMENTS
CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO
w w w s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s w s w s w s w s s w w s s w s s s s s s s s s s w s w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w
W
(1)2''
(1)2''
(1)4'' (3)2''
(1)2'' (1)2''
(1)4'' (3)2''
(1)4'' (1)2''
(1)4'' (2)2''
(1)4'' (2)2''
(1)4'' (2)2''
(1)4'' (1)2''
(1)4'' (2)2''
(1)4'' (2)2''
(1)4'' (3)2''
(1)4'' (3)2''
(1)4'' (2)2''
(1)4'' (2)2''
(1)4'' (2)2''
16 1"
CZ20
14 1"
CZ19
18 1"
CZ18
14 1"
CZ17
18 1"
CZ16
18 1"
CZ15
13 1"
CZ14
14 1"
CZ12
15 1"
CZ9
16 1" CZ8 dr 1"
C7
114''
(1)2''
(1)2''
(2)2'' dr 1" C6 dr 1" C5
114''
114''
114''
7 1"
CZ10
17 1"
CZ11
12 1"
CZ13
(3)2''(2)2''
2''
2''
2''
2''
2''
2''
2''
2''
2''
2''
(1)2''
(1)2''
2''
(1)2''
32 1.5"
AS122
36 1.5"
AS123
112''
114''
112''
2''
2''
114''
(1)2''
2''
2''
112''
3 1"
AS119
32 1.5"
AS121
32 1.5"
AS120
(1)4'' dr 1" C4
C
G
CZ
G
C
G C
G
CZ
G C
G
CZ
#35
#35
#35
#35
#30
#35
#35
#35
R14
R14 R14
R14
R14
R14
R14
R14 R14
R18 R18
R14R14
R14 R14
R18
R14 R14
R18
R14
R14 R14
R14
R14
R18
R18
R18R18
R18 R18
R24
R24 R18
R24
R18 R18
R18
R18 R18
R18 R18
R18 R14
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24R24
R24R24
R24
R24 R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24 R24
R24
R24
R24
R24
R24
R24
R24
R24 R24
R24 R24
R24
R24
R24
R24R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R18
R18 R18
R18 R18
R18 R14
R14
R14 R14
R18
R18 R18
R18 R18
R18
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24 R24
R24
R24
R24
R24
R24
R24 R24
R24R24
R24
R24
R14
R24 R24
R24
R24
R24
R24
R24
R18
R18 R18
R18 R18
R18
R18
M
C
FS
G
AS
#35
#35
#35
#30
#30
#30
#30
#25
#25
#25
#25
#25
#25
#25
#25
#25
#25
#25
#25#25 #25
#25
#25
#25
#25
#25
#25
#25 #25
#25
#25
#25 #25
#25
#25
#25
#25
#35#35
#35
HORIZ.
VERT.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE
DATE ISSUED: DRAWING No.
SEAL
FOR AND ON BEHALF OF
MATRIX DESIGN GROUP, INC.
PROJECT No.
PREPARED BY:
REFERENCE
DRAWINGS
FILE NAME:
CTB FILE:
PLOT DATE:
THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.
COMPUTER FILE MANAGEMENT
No. DATE DESCRIPTION BY
REVISIONS
SHEET KEY
N
SHEET
SHEET No.
Know what's below.
before you dig.Call
R
SCALE 1" = 1000'
WARM SPRINGS AVE.
H
I
G
H
L
A
N
D
S
C
R
E
E
K
P
K
W
Y
E
10/18/2024
AC
KC
KC
14OF
SEE SHEET IR-4
January 30, 2025 10:08:59 AM
8pen30screen-15-HSKDI.ctb
T:\8000-8099 Jobs\8081-Aurora Highlands Filing 25\8081-AHF25-IRR-CD- 25-0114-Revs.dwg
DIRECTORY
IRRIGATION SCHEDULE IR-0
IRRIGATION NOTES IR-0
IRRIGATION PLANS IR-1 - IR-7
IRRIGATION DETAILS IR-8 - IR-10
IRRIGATION CHARTS IR-11 - IR-13
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
NORTH
20' 40' 80'
SCALE: 1''=40'
6 14 IR-5
JP
HV
JP
22.1229.011
IRRIGATION PLAN
THE AURORA HIGHLANDS FILING 25
CONSTRUCTION DOCUMENTS
CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO
CONTROLLER LOCATION "C"
PEDESTAL MOUNT ONE CONTROLLER (REFER TO SCHEDULE FOR MODEL & STATION COUNT), REMOTE READY, AT INDICATED LOCATION. 120 VOLT POWER IS AVAILABLE WITHIN TBD LF. OF CONTROLLER
LOCATION FROM TRANSFORMER/BUILDING/RESIDENTIAL PEDESTAL, BY OTHERS RE:ELECTRICAL
PLANS. ELECTRICAL METER, WIRE/CONDUIT, STEP-DOWN TRANSFORMER (IF REQUIRED) AND POWER
CONNECTION TO CONTROLLER IS BY CONTRACTOR WITH WORK CONFORMING TO LOCAL CODES.
FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID BY CONTRACTOR.
FINAL CONTROLLER LOCATION SHALL BE APPROVED BY OWNER OR OWNER'S REPRESENTATIVE
PRIOR TO INSTALLATION. MOUNT ONE WEATHER SENSOR ON POLE WHERE THERE IS 20 FT. OF
CLEARANCE FROM ANY OVERHANG OR OBSTRUCTING FEATURE. INSTALL WEATHER SENSOR
RECEIVER IN CONTROLLER ENCLOSURE. CONNECT SENSOR RECEIVER WIRES TO IRRIGATION
CONTROLLER SENSOR PORT THROUGH CONDUIT. FINAL WEATHER SENSOR LOCATION SHALL BE
APPROVED BY OWNER OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
*CONTRACTOR TO RUN TWO SEPARATE 2-WIRE CABLE PATHS (ID2BLU FOR 'C' VALVES AND ID2TAN FOR 'CZ' VALVES). 2-WIRE CABLE FOR 'AZ' VALVES (ID2TAN) SHOULD BE DISCONNECTED WITHIN THE CONTROLLER AFTER THE 3 YEAR ESTABLISHMENT PERIOD TO AVOID PAYING CAPITAL RECOVERY
FEES.*
POINT OF CONNECTION #3 - 1"
PEAK FLOW REQUIREMENT: 18 GPM. REQUIRED STATIC PRESSURE: 87 PSI
CONTRACTOR SHALL TIE ONTO 1'' COPPER STUB-OUT DOWNSTREAM OF METER PIT AT 54'' DEPTH IN THIS APPROXIMATE LOCATION. INSTALLATION OF TAP, SERVICE LINE, METER PIT AND STUB TO THIS
LOCATION IS BY OTHERS RE=CIVIL. INSTALL ONE 1'' METER PER AURORA CITY OR COUNTY
SPECIFICATIONS AND STANDARDS. CONNECT TO STUB AND EXTEND 1'' TYPE K SOFT COPPER AT 54'' MINIMUM DEPTH TO BACKFLOW PREVENTER LOCATION. INSTALL ONE 1'' STOP AND WASTE VALVE, ONE 1'' REDUCED PRESSURE BACKFLOW PREVENTER WITH PROTECTIVE ENCLOSURE, ONE MANUAL
DRAIN VALVE, ONE MANUAL DRAIN VALVE, ONE FLOW SENSOR, ONE GATE VALVE, ONE QUICK
COUPLING VALVE, ONE MASTER VALVE, AND EXTEND PVC MAINLINE AS SHOWN. CONNECT FLOW
SENSOR AND MASTER VALVE TO ASSOCIATED CONTROLLER VIA TWO-WIRE COMMUNICATION CABLE PER MANUFACTURER'S REQUIREMENTS. SEE DETAIL SHEET FOR REQUIRED PIPE LENGTHS UPSTREAM
AND DOWNSTREAM OF FLOW SENSING UNIT. WORK SHALL CONFORM TO LOCAL CODE. FEES,
PERMITS AND INSPECTIONS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID FOR BY
CONTRACTOR. FINAL BACKFLOW PREVENTER LOCATION SHALL BE APPROVED BY OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
*CONTRACTOR TO RUN TWO SEPARATE 2-WIRE CABLE PATHS (ID2BLU FOR 'C' VALVES AND ID2TAN FOR 'CZ' VALVES). 2-WIRE CABLE FOR 'AZ' VALVES (ID2TAN) SHOULD BE DISCONNECTED WITHIN THE CONTROLLER AFTER THE 3 YEAR ESTABLISHMENT PERIOD TO AVOID PAYING CAPITAL RECOVERY
FEES.*
C
C
CONTRACTOR TO LOCATE MAINLINE AND 2 WIRE CABLE AT
THIS APPROXIMATE LOCATION (REFER TO AURORA
HIGHLANDS F9 IRRIGATION PLANS) CONNECT TO MAINLINE
AND EXTEND 2.5" NEW MAINLINE AND NEW 2-WIRE CABLE AS
SHOWN
2''
2''
2''
2''
2''
2''
2''
2''
48 1.5''
AZ22
112''
114'' 2''
114''
24 1"
AZ21
114''
48 1.5''
AZ20
44 1.5''
AZ25
114'' 112''
2''
112''
48 1.5''
AZ28
2'' 114''
114''
48 1.5''
AZ31
2'' 114''
114''
40 1.5''
AZ34
2''
114''
114''
48 1.5''
AZ26
2'' 114''
114''
40 1.5''
AZ30
114'' 2''
32 1.5''
AZ24
48 1.5''
AZ27
2''
2''
114''
114''
48 1.5''
AZ29
2''
114''
114''
48 1.5''
AZ32
114'' 2''
114''
40 1.5''
AZ33
2''
2''114''
114''
28 1.5''
AZ35
24 1''
AZ36
40 1.5''
AZ37
44 1.5''
AZ38
112''
112''
114''
114''
112'' 2''
114''
2''
114''
20 1''
AZ39
114''
24 1''
AZ40
114''
44 1.5''
AZ41
2''114''
114''
32 1.5''
AZ42
112''
34 1.5''
AZ43
30 1.5''
AZ44
112''
114''
114'' 112''
32 1.5''
AZ46112''
16 1''
AZ45
44 1.5''
AZ47
114'' 2'' dr 1'' A2
(1)6'' (1)2''
(1)6'' (1)2''
(1)6'' (2)2''
2''
2''
112''
114''
114''
112''
41 1.5''
AZ23
2''
114'' 114''
2'' dr 1'' A1
G AZ
G A
G
AZ
G A
G
AZ
G A
#8
#4
#8
#4
#8
#8
#8
#8 #8
#8
#8 #8
#8 #4
#8
#8#8#4
#8
#8 #8
#8#8#8 #8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#4
#8
#8
#8
#8
#8
#8
#8
#8
#8
#4
#4
#8
#8
#8
#4
#4
#8
#4
#8 #8
#4
#8
#8
#8
#4
#4
#8 #8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#4
#8
#8
#8
#4
#8
#8
#8
#8
#8
#8
#8
#8
#8 #8
#8
#8
#4
#8 #8
#4
#4
#8
#8
#8
#8
#8
#8
#4
#8
#8
#8
#8
#8
#8 #8
#4
#8
#8
#8
#35
#35
#35
#35
#30
#30
#30
#30
#30
#30
#35
#8
#35
#35
#35
#30
#30
#30
#30
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
HORIZ.
VERT.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE
DATE ISSUED: DRAWING No.
SEAL
FOR AND ON BEHALF OF
MATRIX DESIGN GROUP, INC.
PROJECT No.
PREPARED BY:
REFERENCE
DRAWINGS
FILE NAME:
CTB FILE:
PLOT DATE:
THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.
COMPUTER FILE MANAGEMENT
No. DATE DESCRIPTION BY
REVISIONS
SHEET KEY
N
SHEET
SHEET No.
Know what's below.
before you dig.Call
R
SCALE 1" = 1000'
WARM SPRINGS AVE.
H
I
G
H
L
A
N
D
S
C
R
E
E
K
P
K
W
Y
E
10/18/2024
AC
KC
KC
14OF
SEE SHEET IR-7
S E
E
S
H E
January 30, 2025 10:09:03 AM
8pen30screen-15-HSKDI.ctb
T:\8000-8099 Jobs\8081-Aurora Highlands Filing 25\8081-AHF25-IRR-CD- 25-0114-Revs.dwg
DIRECTORY
IRRIGATION SCHEDULE IR-0
IRRIGATION NOTES IR-0
IRRIGATION PLANS IR-1 - IR-7
IRRIGATION DETAILS IR-8 - IR-10
IRRIGATION CHARTS IR-11 - IR-13
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
NORTH
20' 40' 80'
SCALE: 1''=40'
7 14 IR-6
JP
HV
JP
22.1229.011
IRRIGATION PLAN
THE AURORA HIGHLANDS FILING 25
CONSTRUCTION DOCUMENTS
CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO
ww w w w w w w w w s s s s s s s s s w w s s s s s s s s s s w w w w w w w w w w s w
114'' (1)4'' (2)2''
2''
2''21
2''
2''21
2''
2''
2''
2''
2''
2''
2''
2''
2''
36 1.5''
AZ66
114''
112''
16 1''
AZ67
48 1.5''
AZ65
2''114'' 114''
48 1.5''
AZ62
2''114'' 114''
48 1.5''
AZ60
2''114'' 114''
48 1.5''
AZ57
2''
114'' 114''
48 1.5''
AZ64
114''
2''
114'' 112''
112''
114''
114''
112''
44 1.5''
AZ61
2''
24 1''
AZ63
114'' 112''
32 1.5''
AZ59
24 1''
AZ58
114''44 1.5''
AZ55
2'' 114'' 112''
40 1.5''
AZ56
114'' 2''
39 1.5''
AZ89
114''
2''
114'' 112''
112''
33 1.5''
AZ88
112''
112''
114''
114''
44 1.5''
AZ86
114''
2''
47 1.5''
AZ82
114''2''
38 1.5''
AZU38
33 1.5''
AZU39
112''
114''112'' 114'' 114''
112''
38 1.5''
AU22
112'' 2''2''
37 1.5''
2'' 112'' dr 1''
36 1.5"
AZU42
112''
48 1.5''
AZ94
112''
114''
112''
48 1.5''
AZ90
114'' 112''
2'' 2''
48 1.5''
AZ93
114''
2''2''
114''
48 1.5''
AZ91
2''
114''
114''
2''
114''
114''
32 1.5''
AZ92
112'' 112''
44 1.5''
AZ53
2''2''
114''
114''
32 1.5''
AZ48
36 1.5''
AZ49
44 1.5''
AZ50
48 1.5''
AZ51
48 1.5''
AZ52
48 1.5''
AZ54
114''
112''
112''2''
2'' 2''
114''
114''
114''
114''
112''112''
114''
2'' 2''
114''
114''
112''
#30
#30 #30
#30 #30
#30 #30
#25
#25
#25 dr 1'' A4 dr 1'' A3 dr 1'' A17 dr 1'' A18 dr 1'' A19
(1)6'' (1)2''
(1)6'' (2)2''
(1)4'' (1)2''
(1)4'' (1)2'' (1)4''
(1)2''
(1)6'' (1)2''
(1)2''
(1)2''(1)2'' (1)4''
(1)4''
(1)2''
(1)2'' (1)2''
(1)2'' (3)2''
(1)2'' (1)2''
(1)2''
(1)2''
(1)2''
(1)2''
W
41 1.5''
AZ84
2''
114''
114''
34 1.5''
AZ85
112''(1)4'' 114''
48 1.5''
AZ87
2"
112''
(1)2''
17 1"
AZ83
(1)2''
2''
(1)4''
112''
2 2''
2''
2''
(1)4''
112''
(1)2'' (1)2''
(1)4'' 112'' (1)2''
(1)2''
2''
(1)2''
114''
114''
2''2'' 2''
2'' 2''
G
AZ
G A
G
AZ
G A
G
AZ
G A
GAZ
G A
G
AZ
G A
R24
#4
#8
#8
#8
#8
#8
#4
#8#8
#8
#4#4
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8 #8
#8 #8
#8
#8
#8 #8
#8 #8
#8
#4 #8
#8 #4
#4
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8
#8 #8
#8 #8
#8 #8
#8 #8
#8 #8
#8 #8
#4
#4
#4
#8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8 #8
#4
#8
#8
#8
#8
#8#8
#4
#8#8
#8 #8
#4
#8 #8
#4
#8#8
#8 #4
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#8 #8 #8
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#8 #8
#4
#8
#8
#8 #8
#8
#8 #8 #8
#8
#8 #8 #8
25 25
25 25 25
25 25
#8
#8
R24
R24 R24
R24 R24
R24
R24
R24
R24
R24 R18 R18 R18
R18
R14
R24
R14
R14
R18
R24
R24
R24
R18
R24
R18
R24
R24
R24
R24
R24
R24
R24 R24
R24
R18
R14
R14 R14R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24
R24 R24
R14
R14
R14 R14
R14
R14
R14
R24
R24 R24
R24
R14
R14 R14
R14
R18
R18 R18
R14R14
R14R14
R14R14
R14
R24
R24
R18
R24
R18
R18
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R18
R18
R18R18
R18R18
R18 R18
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R18
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R24R24
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R14
R24 R24R24R24R24R24R24R24R24
R24R14
R14
R14 R24 R24 R24 R24 R24 R24
R24
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R14 R14
R14 R14
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R14
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R14 R14
R14R14
R14
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R24 R24 R24 R24 R24 R24
R18
R18
R18
R18R18
R18
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R18 R18
R18R18
R18
R24
R24
R24 R24
R24 R24
R18
R18
R24
R18R18
R24 R24
R18 R18
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R24
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R24
R24
R24
R24
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R24
R24
R24
R24
R24
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R18
R18
R18
R14
R14
R14
R14 R18
R18 R18
R18
R18
R18 MPS
MPS
R14
R14 R14
R14
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#4
#8
#8
#8
#8
HORIZ.
VERT.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE
DATE ISSUED: DRAWING No.
SEAL
FOR AND ON BEHALF OF
MATRIX DESIGN GROUP, INC.
PROJECT No.
PREPARED BY:
REFERENCE
DRAWINGS
FILE NAME:
CTB FILE:
PLOT DATE:
THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.
COMPUTER FILE MANAGEMENT
No. DATE DESCRIPTION BY
REVISIONS
SHEET KEY
N
SHEET
SHEET No.
Know what's below.
before you dig.Call
R
SCALE 1" = 1000'
WARM SPRINGS AVE.
H
I
G
H
L
A
N
D
S
C
R
E
E
K
P
K
W
Y
E
10/18/2024
AC
KC
KC
14OF
SEE SHEET IR-6
S E
E
S
H E
SEE SHEET IR-1
January 30, 2025 10:09:08 AM
8pen30screen-15-HSKDI.ctb
T:\8000-8099 Jobs\8081-Aurora Highlands Filing 25\8081-AHF25-IRR-CD- 25-0114-Revs.dwg
DIRECTORY
IRRIGATION SCHEDULE IR-0
IRRIGATION NOTES IR-0
IRRIGATION PLANS IR-1 - IR-7
IRRIGATION DETAILS IR-8 - IR-10
IRRIGATION CHARTS IR-11 - IR-13
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
NORTH
20' 40' 80'
SCALE: 1''=40'
8 IR-7
22.1229.011
IRRIGATION PLAN
THE AURORA HIGHLANDS FILING 25
CONSTRUCTION DOCUMENTS
CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO
S E
E
S
H E
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE
DATE ISSUED: DRAWING No.
SEAL
FOR AND ON BEHALF OF
MATRIX DESIGN GROUP, INC.
PROJECT No.
PREPARED BY:
REFERENCE
DRAWINGS
FILE NAME:
CTB FILE:
PLOT DATE:
THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.
COMPUTER FILE MANAGEMENT
No. DATE DESCRIPTION BY
REVISIONS
SHEET KEY
N
SHEET
SHEET No.
Know what's below.
before you dig.Call
R
SCALE 1" = 1000'
WARM SPRINGS AVE.
H
I
G
H
L
A
N
D
S
C
R
E
E
K
P
K
W
Y
E
10/18/2024
AC
KC
KC
14OF
DIRECTORY
IRRIGATION SCHEDULE IR-0
IRRIGATION NOTES IR-0
IRRIGATION PLANS IR-1 - IR-7
IRRIGATION DETAILS IR-8 - IR-10
IRRIGATION CHARTS IR-11 - IR-13
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
9 IR-8
N/A
N/A
22.1229.011
IRRIGATION DETAILS
THE AURORA HIGHLANDS FILING 25
CONSTRUCTION DOCUMENTS
CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO
January 30, 2025 10:09:09 AM
8pen30screen-15-HSKDI.ctb
T:\8000-8099 Jobs\8081-Aurora Highlands Filing 25\8081-AHF25-IRR-CD- 25-0114-Revs.dwg
PVC PRESSURE MAINLINE
REFER TO IRRIGATION
SCHEDULE
NOTE:
· CONCRETE PAD PENETRATIONS TO BE 1"
LARGER THAN TUBING DIAMETER.
· REFER TO ENCLOSURE DETAIL FOR
CONCRETE PAD DIMENSIONS.
· DIAMETER OF FITTINGS, NIPPLE AND TUBING
SHALL EQUAL DIAMETER OF BACKFLOW
PREVENTER UNLESS NOTED OTHERWISE.
BRONZE UNION - SWxSW
6" THICK CONCRETE PAD -
LENGTH AS REQUIRED, 30" MIN.
WIDTH. TOP OF SLAB TO BE 1"
ABOVE FINISH GRADE.
ADJUSTABLE CAST IRON STOP
BOX - TYLER OR EQUAL
PROTECTIVE ENCLOSURE -
REFER TO DETAIL
REDUCED PRESSURE
BACKFLOW PREVENTER
CxM ADAPTER (TWO REQUIRED)
QUICK COUPLING
VALVE - INSTALL AS
PER QCV DETAIL
12"
SOIL FILTER FABRIC COVERING
GRAVEL SUMP
STOP & DRAIN VALVE - LINE SIZE
4" CRUSHED GRAVEL SUMP - 2 CU. FT.
SERVICE LINE FROM WATER METER
12"
EQ EQ
TYPE "K"
RIGID
COPPER
BACKFLOW PREVENTER
3/4" - 2" SYSTEMS WITH PVC CONNECTION
CL
EQ EQ
6" 16.25" 6"
Y
NOTES:
· PAD PENETRATIONS FOR BACKFLOW PREVENTER RISERS TO BE
1" LARGER THAN RISER DIAMETER.
· TOP SURFACE OF CONCRETE PAD SHALL BE 1" ABOVE FINISH
GRADE.
· INSTALL ENCLOSURE ANCHORS AS PER MANUFACTURER'S
RECOMMENDATIONS.
· PROVIDE OWNER WITH KEYED PADLOCK FOR ENCLOSURE.
30"
X
BFP MODEL/SIZE ENCLOSURE MODEL X Y
FEBCO 825YA 3 4" & 1" SBBC-22ALI 22" 34"
FEBCO 825YA 112" & 2" SBBC-30ALI 30" 42"
INSULATED STRONGBOX
ENCLOSURE
CL
1" 5"
EQ
6"
Y
EQ
6"
CL
CONCRETE PAD
ELEVATION
PLAN VIEW
0.5%
SLOPE
A
NOTES:
· CONTRACTOR TO GROUND AND PROVIDE SURGE
PROTECTION FOR CONTROLLER IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS AND
GROUND ROD(S) SHOWN.
· CONTROLLER GROUNDING SHALL COMPLY W/
MANUFACTURER'S SPECIFICATIONS.
· INSTALL A DISCONNECT SWITCH AND 120 VOLT GFIC
RECEPTACLE WITHIN PEDESTAL.
· ALL ELECTRICAL WORK TO CONFORM TO LOCAL
CODE.
6"
18"
6" 6"
PLAN VIEW
5"
1"
CLOSEST
IRRIGATED
AREA
120 VOLT SERVICE GFI & POWER SWITCH
CONTROLLER
INSTALL 4" HT. SELF ADHESIVE VINYL LETTERING
CORRESPONDING WITH CONTROLLER # ON
OUTSIDE SURFACE OF ENCLOSURE DOOR.
CONTROL WIRES - NEATLY BUNDLE WIRING
& SECURE W/ LOCKING WIRE TIES
4" NON-METALLIC LIQUIDTITE CONDUIT W/ MALE
ADAPTERS (2) AND LOCK RINGS, WASHERS
CONCRETE PAD
FINISH GRADE
8"x8' COPPER - CLAD GROUNDING
ROD W/ BRONZE CLAMP & 10" ROUND
VALVE BOX (TYPICAL)
#6 BARE COPPER GROUNDING WIRE
1" PVC CONDUIT W/ SWEEP ELL - GROUND WIRE
3" PVC CONDUIT W/ SWEEP ELL - CONTROL WIRES
PROVIDE 48" LENGTH OF ALL SPARE WIRES
WITHIN PEDESTAL, NEATLY COILED.
4" PVC CONDUIT W/ SWEEP ELL - 120v SERVICE
PREFABRICATED ENCLOSURE
FRONT
VIEW
EXTERNAL
SIDE VIEW
ELECTRIC CONTROLLER
PEDESTAL - FRONT OPENING - TYPICAL
GROUNDING MUST MEET ALL MANUFACTURER'S REQUIREMENTS. IN ADDITION,
GROUNDING PLATE DESIGN CONSISTS OF ONE VERTICAL 8-FOOT COPPER CLAD
GROUNDING ROD (AT LEAST EIGHT FEET FROM THE EQUIPMENT), AND ONE COPPER
GROUNDING PLATE PER 40 STATIONS REQUIRING GROUNDING. INSTALL GROUNDING
PLATE HORIZONTALLY, THREE FEET DEEP AND 15' FROM THE GROUNDING ROD.
SHOULD MULTIPLE RODS/PLATES BE REQUIRED, THEY SHALL BE PLACED A MINIMUM
OF 3 LINEAR FEET FROM EACH OTHER. PERFORM CADWELD CONNECTION TO
GROUNDING ROD(S) AND PLACEMENT OF GROUNDING PLATE(S) IN OWNER'S
PRESENCE PRIOR TO BACKFILL. REFER TO ASIC STANDARDS FOR MORE
INFORMATION.
FINISH GRADE
SATELLITE CONTROLLER(S)
#6 CONTINUOUS SOLID BARE COPPER WIRE (TYPICAL)
CADWELD GT1161G "ONE SHOT" WELD
8" x 8FT COPPER-CLAD GROUNDING ROD
#6 CONTINUOUS SOLID BARE COPPER WIRE (TYPICAL)
COPPER GROUNDING PLATE 4"x96"x0.0626"
GROUND ENHANCEMENT MATERIAL PER
MANUFACTURER'S RECOMMENDATIONS
1'
8' 15'
3'
CONTROLLER GROUNDING
TWO-WIRE SYSTEM - Pedestal Mount
NOTE: MOUNT RAIN SENSOR RECEIVER
PER CONTROLLER DETAIL.
FINISH GRADE
12' MIN.
48" MIN.
112" DIAMETER SCH. 40
GALVANIZED STEEL POST W/
112" GALVANIZED FIPT CAP
3"
SELF-LEVELING WEATHER
SENSOR - INSTALL PER
MANUFACTURE'S
RECOMMENDATIONS.
WEATHER SENSOR
POLE MOUNTED - Self-Leveling
NOTE: DIAMETERS OF BALL VALVES, PVC FITTINGS AND NIPPLES SHALL
EQUAL ELECTRIC CONTROL VALVE DIAMETER. VALVE BOXES SHALL BE
INSTALLED PARALLEL OR PERPENDICULAR TO ADJACENT SIDEWALKS AND
HARD SURFACES WHERE APPLICABLE. APPLY TEFLON TAPE TO ALL MALE
THREADED FITTINGS AND THREADED NIPPLES.
PVC LATERAL - 45 ELL TO
SPECIFIED DEPTH
SCH. 40 PVC REDUCING
MALE ADAPTER
JUMBO VALVE BOX W/ PURPLE LID. BRAND
LID WITH CONTROLLER & STATION #. REFER TO
TECHNICAL SPECIFICATIONS. CENTER BOX
OVER ASSEMBLY.
PVC BALL VALVE - FIPTxFIPT
4" CRUSHED GRAVEL SUMP - FILL BOX
TO BOTTOM OF VALVE BODY
SCH. 80 PVC NIPPLE - LENGTH AS
REQUIRED
SERVICE TEE - SOLVENT WELD
OR GASKETED FITTING - REFER
TO SPECIFICATIONS
ELECTRIC CONTROL VALVE
4"
FINISH GRADE
CONNECT ONE BLACK SOLENOID WIRE TO TWO BLACK
2-WIRE CABLE WIRES, CONNECT ONE BLACK SOLENOID
WIRE TO TWO RED 2-WIRE CABLE WIRES. USE ONLY
DBR-6 (2)
SOLENOID/DECODER
PROVIDE 60" CONTINUOUS COILS OF EXTRA
CABLE WIRING WITHIN VALVE BOX (PER
DECODER) FOR MAINTENANCE PURPOSES.
TWO-WIRE PATH TO NEXT DECODER
TWO-WIRE PATH TO
NEXT DECODER
PVC UNION (2) - LINE SIZE
ELECTRIC CONTROL VALVE
8TWO-WIRE SYSTEM
FINISH GRADE
ELECTRIC MASTER CONTROL VALVE
W/ NONPOTABLE IDENTIFICATION
SLIPxMIPT SCH. 40 PVC ADAPTER (2)
PRESSURE MAINLINE
4" CRUSHED GRAVEL SUMP - 2 C.F.
RECTANGULAR VALVE BOX WITH PURPLE
COVER & EXTENSION - BRAND "MV" INTO
VALVE BOX LID. REFER TO TECHNICAL
SPECIFICATIONS.
FLOW
PVC UNION (2) - LINE SIZE
CONNECT ONE BLACK SOLENOID WIRE
TO TWO BLACK 2-WIRE CABLE WIRES,
CONNECT ONE BLACK SOLENOID WIRE
TO TWO RED 2-WIRE CABLE WIRES. USE
ONLY DBR-6 (2)
SOLENOID/DECODER
TWO-WIRE PATH TO
NEXT DECODER
MASTER VALVE
7VIA DECODER - TAPS 2" & SMALLER -
NON-POTABLE
NO FITTINGS INCLUDING REDUCER BUSHINGS, TEES,
ELLS, ETC, SHALL BE INSTALLED WITHIN "METER
RUN" DISTANCE. DIAMETER OF FLOW SENSOR TEE
AND "METER RUN" PIPING SHALL BE EQUAL. NO
REDUCER BUSHINGS, ADAPTERS, ETC. SHALL BE
INSTALLED WITHIN FLOW SENSOR TEE.
FINISH GRADE
RECTANGULAR VALVE BOX WITH EXTENSIONS AS
REQUIRED. BRAND "FS" INTO VALVE BOX LID.
REFER TO TECHNICAL TO TECHNICAL
SPECIFICATIONS SPECIFICATIONS. VALVE BOX
SHALL NOT REST DIRECTLY ON WIRING.
TEE STYLE FLOW SENSOR. REFER TO PLAN &
SCHEDULE FOR SIZING, MANUFACTURER, & MODEL.
3/4" GRAVEL SUMP - 2 CU. FT.
PVC PRESSURE MAINLINE - REFER
TO PLAN FOR DIAMETER.
FLOW
10x PIPE DIA. 5x PIPE DIA.
METER RUN
TWO RUNS #14 AWG UFUL WIRING TO
SENSOR DECODER
PROVIDE ADDITIONAL WIRING WITHIN BOX TO
ALLOW REMOVAL OF SENSING UNIT FROM BOX
FOR MAINTENANCE PURPOSES.
TWO WIRE CABLE WIRING FROM SENSOR
DECODER TO TWO WIRE PATH
DBR-6 (4)
FLOW SENSOR
6VIA DECODER - TEE STYLE - POTABLE
2INSOLATED STRONGBOX - 3/4'' - 2'' SYSTEMS
BACKFLOW ENCLOSURE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE
DATE ISSUED: DRAWING No.
SEAL
FOR AND ON BEHALF OF
MATRIX DESIGN GROUP, INC.
PROJECT No.
PREPARED BY:
REFERENCE
DRAWINGS
FILE NAME:
CTB FILE:
PLOT DATE:
THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.
COMPUTER FILE MANAGEMENT
No. DATE DESCRIPTION BY
REVISIONS
SHEET KEY
N
SHEET
SHEET No.
Know what's below.
before you dig.Call
R
SCALE 1" = 1000'
WARM SPRINGS AVE.
H
I
G
H
L
A
N
D
S
C
R
E
E
K
P
K
W
Y
E
10/18/2024
AC
KC
KC
14OF
DIRECTORY
IRRIGATION SCHEDULE IR-0
IRRIGATION NOTES IR-0
IRRIGATION PLANS IR-1 - IR-7
IRRIGATION DETAILS IR-8 - IR-10
IRRIGATION CHARTS IR-11 - IR-13
13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com
Irrigation Consulting & Water Management
10 IR-9
N/A
N/A
22.1229.011
IRRIGATION DETAILS
THE AURORA HIGHLANDS FILING 25
CONSTRUCTION DOCUMENTS
CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO
January 30, 2025 10:09:10 AM
8pen30screen-15-HSKDI.ctb
T:\8000-8099 Jobs\8081-Aurora Highlands Filing 25\8081-AHF25-IRR-CD- 25-0114-Revs.dwg
3" MIN.
PVC SCH. 40 TEE OR ELL
3" MIN DEPTH OF 34"
WASHED GRAVEL
PVC MAINLINE
PVC SCH. 80 NIPPLE, CLOSE
PVC UNION (2) - LINE SIZE
FINISH GRADE
PVC SCH. 80 NIPPLE
PVC SCH. 40 ELL
VALVE SIZE MIPTxINS. PVC ADAPTER
STAINLESS STEEL WORM GEAR OR
PINCH CLAMP
VALVE SIZE POLY PIPING -
SWEEP TO SPECIFIED DEPTH
DRIP VALVE ASSEMBLY WITH BASKET
FILTER & NONPOTABLE IDENTIFICATION
JUMBO VALVE BOX W/ PURPLE LID -
BRAND BOX LID W/ CONTROLLER AND
STATION NUMBER - REFER TO…
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