The Aurora Highlands FLG 7_REVAPPIRR_REVISIONS_2.13.2025.pdf

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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

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X-1229-11-PR-PLANTING

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X-1229-11-PR-Roads_PH1

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SHEET No.

Know what's below.

before you dig.Call

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1/30/2025 9:47 AM

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12-6-2023

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KC

KC

CONSTRUCTION DOCUMENTS

CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO

THE AURORA HIGHLANDS FILING 7

22.1229.001

1/30/2025 9:47 AM

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1 OF 9 IR0

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IRRIGATION NOTES AND SCHEDULE

DIRECTORY

IRRIGATION SCHEDULE IR0

IRRIGATION NOTES IR0

IRRIGATION PLANS IR1 - IR3

IRRIGATION DETAILS IR4 - IR6

IRRIGATION CHARTS IR7 - IR8 CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU

DIG, GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

R

Know what's below.

Call before you dig.

13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com

Irrigation Consulting & Water Management

IRRIGATION SCHEDULE

SYMBOL MANUFACTURER MODEL NO. DESCRIPTION DETAIL NO.

RAIN BIRD

RD-06-S-P30-NP WITH HE-VAN SERIES

NOZZLE

POPUP SPRAY HEAD 1

RAIN BIRD RD-06-S-P30-NP WITH SST, CORNER

SERIES NOZZLE

POPUP SPRAY HEAD 1

RAIN BIRD RD-12-P45-S-F-NP WITH (R14, R18, R24)

SERIES NOZZLE

POPUP ROTARY SPRAY HEAD 2

RAIN BIRD

5012-PL-PC-SAM-R-NP WITH #MPR-25

MATCHED PRECPITATION NOZZLE (RED)

GEAR DRIVEN ROTOR 20

RAIN BIRD

5012-PL-PC-SAM-R-NP WITH #MPR-30

MATCHED PRECPITATION NOZZLE

(GREEN)

GEAR DRIVEN ROTOR 20

RAIN BIRD PEB-IVM WITH NIBCO BALL VALVE ELECTRIC CONTROL VALVE 3

RAIN BIRD 44-LRC QUICK COUPLING VALVE 4

RAIN BIRD ESP-LXIVM WITH LXMMPED - 60 STATION

MODEL

ELECTRIC CONTROLLER 5

RAIN BIRD WR2-RFC WEATHER SENSOR DEVICE 6 & 19

FEBCO 825YA WITH WATTS 223-HP PRV RP BACKFLOW PREVENTER 7

N/S STRONG BOX SBBC-30AL BACKFLOW PREVENTER ENCLOSURE 8

N/S OLDCASTLE / CARSON REFER TO SPECIFICATIONS AND DETAILS VALVE BOXES VARIOUS

N/S AY MACDONALD 76001 - 1/4 TURN - 1" MANUAL DRAIN VALVE 9

LINE SIZE - 21

2'' AND SMALLER GATE VALVE 10

RAIN BIRD PEBIVM-PRS-D MASTER CONTROL VALVE 11

RAIN BIRD UFS-150 FLOW SENSOR 12

CLASS 200 BE - 21

2" & SMALLER PVC MAINLINE 13

TYPE K COPPER HARD COPPER PIPE 7

CLASS 200 BE PVC LATERAL 13

CLASS 160 PVC SLEEVING 14

RAIN BIRD

XCZ-100-PRBR-COM W/ IVM-SOL

DECODER

DRIP VALVE ASSEMBLY 15

TORO BLUE STRIPE POLY DRIP TUBING -3

4" MIN. WIDTH 16

N/S RAIN BIRD XBCV - XERI-BUG WITH CHECK VALVE DRIP EMITTERS 16

HUNTER / NIBCO ECO-ID-12-R WITH NIBCO BALL VALVE

DRIP LINE BLOW-OUT STUB AND

INDICATOR HEAD

N/S RAIN BIRD IVM-SOL VALVE DECODER 3, 12 & 15

N/S RAIN BIRD IVM-SEN SENSOR DECODER 12

PAIGE P7072D 2-WIRE DECODER CABLE 3, 5, 11, 12 & 15

RAIN BIRD IVM-SD SURGE PROTECTION 18

WATER METER BY OTHERS

R SL

MP1

MP2

MP3

MP3

A B

W

FS

G A

M

GPM CONTROL VALVE SIZE

CONTROLLER & STATION NO.

A (controller) NUMBER OF SPARE WIRES - 2 CONTROL AND 1 SPARE

WIRES TO INDICATED CONTROLLER - SEE CONSTRUCTION NOTES

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 91 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, EIGHT 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)

NOTE: 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.

6. 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.

7. 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.

8. 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.

9. POP-UP SPRAY NOZZLES - CONTRACTOR TO INSTALL PLASTIC NOZZLES ON ALL POP-UP SPRAY HEADS.

INSTALL 15 SERIES NOZZLES ON ALL HEADS SPACED AT 12' TO 14'. INSTALL 12 SERIES NOZZLES ON ALL HEADS SPACED 10' TO 11'. INSTALL 10 SERIES NOZZLES ON ALL HEADS SPACED AT 8' TO 9'.

INSTALL 8 SERIES NOZZLES ON ALL HEADS SPACED AT 6' TO 7'. INSTALL 5' NOZZLES ON ALL HEADS SPACED AT 5'. INSTALL SIDE STRIP NOZZLES ON ALL HEADS WITH AN "S" DESIGNATION AND RIGHT AND LEFT CORNER STRIP NOZZLES ON ALL HEADS WITH AN "L" OR "R" DESIGNATION. INSTALL LOW FLOW "SQ" SERIES NOZZLES WITH SQUARE SHORT RADIUS PATTERN WHERE INDICATED AT SPACING SHOWN. VARIABLE ARC NOZZLES SHOULD BE UTILIZED ADJACENT TO CURVILINEAR SHRUB BEDS OR

FOR ANY ANGLES THAT ARE NOT A STANDARD NOZZLE ANGLE.

10. ROTARY SPRAY NOZZLES - RAINBIRD AT 45 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.

11. DRIP IRRIGATION - REFER TO IRRIGATION DETAIL SHEET FOR DRIP EMITTER QUANTITIES / DRIP TUBING

FLOW AND PLACEMENT.

12. UNLABELED PIPING - ALL UNLABELED LATERAL PIPING SHALL BE 1" MINIMUM UNLESS OTHERWISE NOTED.

13. 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)

14. 2-WIRE SYSTEM NOTES - CONTRACTOR SHALL INSTALL ALL TWO-WIRE COMPONENTS PER

MANUFACTURER'S RECOMMENDATIONS AND STANDARDS.

14.1. CONTRACTOR SHALL USE ONLY MANUFACTURED 2-WIRE DECODER CABLE (SEE SCHEDULE FOR

SPECIFIC 2-WIRE CABLE).

14.2. USE DIFFERENT COLOR 2-WIRE DECODER CABLE FOR EACH CONTROLLER (BLUE FOR A AND

BLACK FOR B)/(BLUE FOR PERMANENT VALVES AND TAN FOR Z-ZONE VALVES).

14.3. ONLY USE SINGLE STATION DECODERS (SEE SCHEDULE FOR SPECIFIC MODEL).

14.4. ONLY USE SENSOR DECODER FOR FLOW SENSOR (SEE SCHEDULE FOR SPECIFIC MODEL) IF

INDICATED ON PLANS.

14.5. LOOP 5' OF 2-WIRE DECODER CABLE INTO ALL VALVE BOXES (WITH DECODERS AND SPLICES)

FOR MAINTENANCE.

14.6. LOOP 2' OF 2-WIRE DECODER CABLE AS AN EXPANSION LOOP AT ALL CHANGES OF DIRECTION.

14.7. 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.

14.8. 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.

14.9. GROUNDING SHALL BE IN AN IRRIGATED AREA.

14.10. GROUND ALL DECODERS AND DECODER WIRE A MINIMUM OF EVERY 500' OF WIRE OR EVERY

8TH DECODER AND AT ALL ENDS OF 2-WIRE DECODER CABLE RUN.

14.11. LOOP EXTRA 10' OF 2-WIRE DECODER CABLE INTO A VALVE BOX AT PHASING LINES FOR FUTURE

CONNECTION (IF INDICATED ON PLANS).

15. ADJUSTMENT - CONTRACTOR SHALL FINE TUNE/ADJUST THE IRRIGATION SYSTEM TO REDUCE/AVOID

OVERSPRAY ONTO HARD SURFACES BY ADJUSTING NOZZLE DIRECTION AND NOZZLE RADIUS.

16. 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.

17. EXISTING IRRIGATION DAMAGE - CONTRACTOR SHALL REPAIR OR REPLACE ANY EXISTING IRRIGATION SYSTEMS DAMAGED DURING NEW INSTALLATION. REPAIR OR REPLACEMENT SHALL BE DETERMINED

BY OWNER OR OWNER'S REPRESENTATIVE AND PAID FOR BY THE LANDSCAPE CONTRACTOR.

18. EXISTING IRRIGATION COORDINATION - EXISTING IRRIGATION SYSTEM SHALL NOT BE TURNED OFF FOR

MORE THAN 24 HOURS MAXIMUM. CONTRACTOR SHALL COORDINATE TURN OFF OF SYSTEM WITH

OWNER OR MAINTENANCE STAFF 72 HOURS PRIOR TO ANY NEW CONSTRUCTION.

19. 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.

20. 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.

21. 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.

22. 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.

27.1 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.

27.2 LEAKAGE, PRESSURE LOSS - TEST IS ACCEPTABLE IF NO LOSS OF PRESSURE IS EVIDENT

DURING THE TEST PERIOD.

27.3 LEAKS - DETECT AND REPAIR LEAKS.

27.4 RETEST SYSTEM UNTIL TEST PRESSURE CAN BE MAINTAINED FOR DURATION OF TEST.

27.5 BEFORE FINAL ACCEPTANCE, PRESSURE SUPPLY LINE SHALL REMAIN UNDER PRESSURE FOR A

PERIOD OF 48 HOURS.

27.6 PRESSURE TEST SHALL BE SCHEDULED AND PASSED PRIOR TO SCHEDULING OF SUBSTANTIAL

COMPLETION WALK-THROUGH.

IRRIGATION CONSTRUCTION NOTES

1. AN IRRIGATION AND SOIL PERMIT IS REQUIRED. PLEASE CALL WATER CONSERVATION AT

303-739-7195 TO OBTAIN YOUR PERMIT. (REMOVE IF PARKS & OPEN SPACE)

2. PRIOR TO THE ISSUANCE OF THE PERMANENT CERTIFICATE OF OCCUPANCY, THE IRRIGATION

SYSTEMS MUST BE INSPECTED BY A REPRESENTATIVE OF THE AURORA UTILITY DEPARTMENT.

3. ALL LANDSCAPED AREAS AND PLANT MATERIAL, EXCEPT FOR NON-IRRIGATED NATIVE,

RESTORATIVE, AND DRYLAND GRASS AREAS THAT COMPLY WITH REQUIREMENTS FOUND IN Sec.

146-1429 AND/OR Sec. 146-1435 MUST BE WATERED BY AN AUTOMATIC UNDERGROUND

IRRIGATION SYSTEM. IRRIGATION SYSTEM DESIGN, INSTALLATION, OPERATION AND

MAINTENANCE SHALL CONFORM TO REQUIREMENTS FOUND IN THE CITY OF AURORA IRRIGATION

ORDINANCE.

4. THIS SEASONAL IRRIGATION MAINTENANCE SCHEDULE COVERING APRIL 1 THROUGH OCTOBER 1

IS TO ESTABLISH PROCEDURES FOR OPTIMUM IRRIGATION EFFICIENCY AND PREVENTIVE

MAINTENANCE PRACTICES THAT WILL CONSERVE WATER RESOURCES. THE MAINTENANCE

SCHEDULE SHOULD INCLUDE:

· CHECK HEADS FOR COVERAGE AND LEAKAGE

· REPROGRAM CONTROLLERS MONTHLY OR MORE OFTEN IF NEEDED ACCORDING TO

SEASONAL NEEDS.

· VERIFY THAT THE WATER SUPPLY AND PRESSURE AREA IS AS STATED IN THE DESIGN.

· INSPECT THE BACKFLOW PREVENTION DEVICE TO DETERMINE IT IS WORKING CORRECTLY.

· PERIODICALLY VERIFY THAT SENSORS IN THE IRRIGATION SYSTEM ARE WORKING

PROPERLY.

CITY OF AURORA STANDARD NOTES

Robert Graham New Stamp

11 12 13 14 15 16 17 189

24 25 26 27 2823

25 1.5"

AU18

26 1.5"

AU17

112"

112"

32 1.5"

AU15

35 1.5"

AU16

112"

112"

114''

114''114'' 114''

114''

112''

9 1"

AUZ37

dr 1"

AU14

20 1"

AUZ36

114''

36 1.5"

AU10

2''

114''

38 1.5"

AU7

2''

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112''

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114''

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AU4

dr 1"

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dr 1"

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dr 1"

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dr 1"

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dr 1"

AU8

dr 1"

AU6

dr 1"

AU5

dr 1"

AU3

dr 1"

AU2

dr 1"

AU1

114''

21 1"

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112''

114''

114'' 114''

(1)4'' (1)2''

2''

2''

2''2''

2'' 2'' 2''

2''

2''

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(1)4'' (1)2''(1)4''

(1)2''

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AU

G

AU

G

AU

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AU

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GAU

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AUZ

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GAUZ

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AU

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R24

R18

R24

R18

R18 R18

R24

R24 R18

R18 R18

R18

R14

R14

R18 R18

R18

R18 R18

R18

R18

R18

R18

R18

R14

R14

R14

R14

R14

R18

R14 R14

R14

R14

R14

R14

R14

MPS

MPS

MPS

R14

R18

R14

R14

R14

R14

R14

R14

MPSMPS

L

L MPR

MPR MPS MPS

303030

R14

R14

R14

R14

R14

MPS

MPS

R14

R14

R18

X-1229-11-PR-PLANTING

X-Filing 7-Contours

X-1229-11-PR-Utils

X-1229-11-PR-Roads_PH1

X-1229-11-PR-Parcels_PH1

X-1229-11-Hardscape

X-1229-11-TITLE BLOCK-CD

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

X-1229-11-PR-PLANTING

X-Filing 7-Contours

X-1229-11-PR-Utils

X-1229-11-PR-Roads_PH1

X-1229-11-PR-Parcels_PH1

X-1229-11-Hardscape

X-1229-11-TITLE BLOCK-CD

SHEET No.

Know what's below.

before you dig.Call

R

1/30/2025 9:47 AM

Matrix.ctb

T:\7600-7699 Jobs\7612-Aurora Highlands F7\7612-Aurora Highlands F7-CDs-25-0116-rev.dwg

12-6-2023

JB

KC

KC

CONSTRUCTION DOCUMENTS

CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO

THE AURORA HIGHLANDS FILING 7

22.1229.001

SEE SHEET IR2

DIRECTORY

IRRIGATION SCHEDULE IR0

IRRIGATION NOTES IR0

IRRIGATION PLANS IR1 - IR3

IRRIGATION DETAILS IR4 - IR6

IRRIGATION CHARTS IR7 - IR8

NORTH

15' 30' 60'

SCALE: 1''=30'

CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU

DIG, GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

R

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13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com

Irrigation Consulting & Water Management

POINT OF CONNECTION #47 - 1.5"

PEAK FLOW REQUIREMENT: 41 GPM. REQUIRED STATIC PRESSURE:89 PSI

CONTRACTOR SHALL TIE ONTO 1.5'' 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 1.5'' METER PER AURORA CITY SPECIFICATIONS AND STANDARDS. CONNECT TO STUB AND EXTEND 1.5'' TYPE K SOFT COPPER AT 54'' MINIMUM DEPTH TO BACKFLOW PREVENTER LOCATION. INSTALL ONE 1.5'' STOP AND WASTE VALVE, ONE 1.5'' REDUCED PRESSURE BACKFLOW PREVENTER WITH PROTECTIVE ENCLOSURE, 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 'AU' VALVES AND ID2TAN FOR 'AUZ' VALVES). 2-WIRE CABLE FOR 'AUZ' VALVES (ID2TAN) SHOULD BE DISCONNECTED WITHIN

THE CONTROLLER AFTER THE 3 YEAR ESTABLISHMENT PERIOD TO AVOID PAYING CAPITAL

RECOVERY FEES.

CONTROLLER LOCATION "AU"

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 TO BE DETERMINED SOURCE, 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. CONNECT FLOW

SENSOR AND MASTER VALVE TO ASSOCIATED CONTROLLER VIA TWO-WIRE COMMUNICATION CABLE

PER MANUFACTURER'S REQUIREMENTS. 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.

AU47

1/30/2025 9:47 AM

Matrix.ctb

T:\7600-7699 Jobs\7612-Aurora Highlands F7\7612-Aurora Highlands F7-CDs-25-0116-rev.dwg

1"=30'

2 OF 9 IR1

1"=30'

IRRIGATION PLAN

REFER TO AURORA HIGHLANDS

FILING 25 IRRIGATION DESIGN

FOR CONTINUATION OF

IRRIGATION SYSTEM.

dr 1" A10 dr 1" A11 dr 1" A15 dr 1" A14

(1)6'' (1)2''

(1)6" (1)2''

(1)6'' (1)2''

(1)2''

(1)2''

(1)2'' (1)2''

(1)2''

(1)2''

(1)6'' (2)2''

26 1.5"

AZ80

33 1.5"

AZ79

16 1" A12

112''

112''

114''

114''

5 1" A13

30 1.5"

AS117

26 1.5"

AS115

2''

2''

26 1.5"

AS118

dr 1"

AS116

112''

112''

112''

114''

114''

114''

2''

2''

2''

G A

G A

G

AZ

G

AS

R24

R24

R24

R24

R18

R18 R18

R18

R18

R18

R18 R18

R18

R18

R18

R14

R14

R18

R14

R14

R14

R14

R14

R14

R14

R18

R18

R18

R18

R14

R14

R18

R18

R18

R18 R14

R14

R14

R14

MPS

MPS

MPS

MPS

L

MPR

MPS

MPS

MPS

MPS R14

R14

R14

R14

MPS

MPS

MPS

MPS

R18

R18

R18

R18

R14

R14 R14 R14

R14R14R14

R14

R14

R14 R24

R24 R24

R24

L

MPR

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

R24

R24

R24

R24

R24

R24

X-1229-11-PR-PLANTING

X-Filing 7-Contours

X-1229-11-PR-Utils

X-1229-11-PR-Roads_PH1

X-1229-11-PR-Parcels_PH1

X-1229-11-Hardscape

X-1229-11-TITLE BLOCK-CD

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

X-1229-11-PR-PLANTING

X-Filing 7-Contours

X-1229-11-PR-Utils

X-1229-11-PR-Roads_PH1

X-1229-11-PR-Parcels_PH1

X-1229-11-Hardscape

X-1229-11-TITLE BLOCK-CD

SHEET No.

Know what's below.

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R

1/30/2025 9:47 AM

Matrix.ctb

T:\7600-7699 Jobs\7612-Aurora Highlands F7\7612-Aurora Highlands F7-CDs-25-0116-rev.dwg

12-6-2023

JB

KC

KC

CONSTRUCTION DOCUMENTS

CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO

THE AURORA HIGHLANDS FILING 7

22.1229.001

SEE SHEET IR3

SEE SHEET IR1

DIRECTORY

IRRIGATION SCHEDULE IR0

IRRIGATION NOTES IR0

IRRIGATION PLANS IR1 - IR3

IRRIGATION DETAILS IR4 - IR6

IRRIGATION CHARTS IR7 - IR8

NORTH

15' 30' 60'

SCALE: 1''=30'

CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU

DIG, GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

R

Know what's below.

Call before you dig.

13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com

Irrigation Consulting & Water Management

CONTRACTOR TO LOCATE MAINLINE STUB AND 2 WIRE CABLE

AT THIS APPROXIMATE LOCATION (PER AURORA HIGHLANDS

F9 IRRIGATION PLANS) CONNECT TO STUB AND EXTEND 2.5"

NEW MAINLINE AND NEW 2-WIRE CABLE AS SHOWN

1/30/2025 9:47 AM

Matrix.ctb

T:\7600-7699 Jobs\7612-Aurora Highlands F7\7612-Aurora Highlands F7-CDs-25-0116-rev.dwg

1"=30'

3 OF 9 IR2

1"=30'

IRRIGATION PLAN

REFER TO AURORA HIGHLANDS FILING 25 IRRIGATION DESIGN

FOR CONTINUATION OF IRRIGATION SYSTEM.

LOT 1

21 1"

AS114

34 1.5"

AS113

2''

2'' dr 1"

AS112

(1)2''

(1)2''

(1)2''

(1)2''

(1)2''

(1)2''

(1)2'' (1)2''

(1)2''

(1)2''

G

AS

R24

R24 R24

R24

R24 R24

R24

R24

R24

X-1229-11-PR-PLANTING

X-Filing 7-Contours

X-1229-11-PR-Utils

X-1229-11-PR-Roads_PH1

X-1229-11-PR-Parcels_PH1

X-1229-11-Hardscape

X-1229-11-TITLE BLOCK-CD

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

X-1229-11-PR-PLANTING

X-Filing 7-Contours

X-1229-11-PR-Utils

X-1229-11-PR-Roads_PH1

X-1229-11-PR-Parcels_PH1

X-1229-11-Hardscape

X-1229-11-TITLE BLOCK-CD

SHEET No.

Know what's below.

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1/30/2025 9:47 AM

Matrix.ctb

T:\7600-7699 Jobs\7612-Aurora Highlands F7\7612-Aurora Highlands F7-CDs-25-0116-rev.dwg

12-6-2023

JB

KC

KC

CONSTRUCTION DOCUMENTS

CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO

THE AURORA HIGHLANDS FILING 7

22.1229.001

SEE SHEET IR2

DIRECTORY

IRRIGATION SCHEDULE IR0

IRRIGATION NOTES IR0

IRRIGATION PLANS IR1 - IR3

IRRIGATION DETAILS IR4 - IR6

IRRIGATION CHARTS IR7 - IR8

NORTH

15' 30' 60'

SCALE: 1''=30'

CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU

DIG, GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

R

Know what's below.

Call before you dig.

13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com

Irrigation Consulting & Water Management

13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com

Irrigation Consulting & Water Management

CONTRACTOR TO LOCATE MAINLINE STUB AND 2 WIRE CABLE

AT THIS APPROXIMATE LOCATION (PER AURORA HIGHLANDS

F9 IRRIGATION PLANS) CONNECT TO STUB AND EXTEND 2.5"

NEW MAINLINE AND NEW 2-WIRE CABLE AS SHOWN

1/30/2025 9:47 AM

Matrix.ctb

T:\7600-7699 Jobs\7612-Aurora Highlands F7\7612-Aurora Highlands F7-CDs-25-0116-rev.dwg

1"=30'

4 OF 9 IR3

1"=30'

IRRIGATION PLAN

X-1229-11-PR-Utils

X-1229-11-PR-Roads_PH1

X-1229-11-PR-Parcels_PH1

X-1229-11-Hardscape

X-1229-11-TITLE BLOCK-CD

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

X-1229-11-PR-PLANTING

X-Filing 7-Contours

X-1229-11-PR-Utils

X-1229-11-PR-Roads_PH1

X-1229-11-PR-Parcels_PH1

X-1229-11-Hardscape

X-1229-11-TITLE BLOCK-CD

SHEET No.

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R

1/30/2025 9:47 AM

Matrix.ctb

T:\7600-7699 Jobs\7612-Aurora Highlands F7\7612-Aurora Highlands F7-CDs-25-0116-rev.dwg

12-6-2023

JB

KC

KC

CONSTRUCTION DOCUMENTS

CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO

THE AURORA HIGHLANDS FILING 7

22.1229.001

DIRECTORY

IRRIGATION SCHEDULE IR0

IRRIGATION NOTES IR0

IRRIGATION PLANS IR1 - IR3

IRRIGATION DETAILS IR4 - IR6

IRRIGATION CHARTS IR7 - IR8

CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU

DIG, GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

R

Know what's below.

Call before you dig.

13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com

Irrigation Consulting & Water Management

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

3TWO-WIRE SYSTEM

NOTE:

· SET HEAD PERPENDICULAR TO FINISH GRADE.

· APPLY TEFLON TAPE TO MALE PVC THREADED FITTINGS.

· PRE-ASSEMBLED SWING JOINTS AS MANUFACTURERED BY RAIN

BIRD AND HUNTER ARE ACCEPTABLE.30 - 60 DEGREES

PVC LATERAL PIPING W/ SCH.40 PVC

LINE SIZEx1

2" SLIPxFIPT FITTING

2" MIPxFIP MARLEX 90 ELL

2"x6" SCH. 80 PVC NIPPLE

2" MIPxFIP MARLEX 90 ELL

2" MIPxFIP SCH. 40 PVC ELL

CURB & GUTTER, SIDEWALK OR

HARD SURFACE WHERE

APPLICABLE

SET BOTTOM OF CAP AT GRADE

3"

POP-UP SPRAY HEAD

POP-UP SPRAY HEAD

1SWING JOINT - PVC

NOTE:

· SET HEAD PERPENDICULAR TO FINISH GRADE SWING.

· JOINT ASSEMBLY SHALL BE ATTACHED TO BOTTOM SPRAY

HEAD INLET ONLY.

· APPLY TEFLON TAPE TO ALL MALE PVC THREADED FITTINGS

AND NIPPLES.

PVC LATERAL PIPING W/ SCH. 40 PVC

LINE SIZEx1

2" SLIPxFIPT FITTING

2" MxF SCH. 40 PVC 90d ELL

2"x6" SCH. 80 PVC NIPPLE

2" MxF SCH. 40 PVC 90d ELL (2 REQUIRED)

12" HI-POP SPRAY HEAD

CURB AND GUTTER, SIDEWALK OR

HARD SURFACE WHERE APPLICABLE

SET BOTTOM OF CAP AT GRADE

6"

HI-POP SPRAY HEAD

SWING JOINT - PVC

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

BFP MODEL/SIZE ENCLOSURE MODEL X Y

FEBCO 825Y 34" & 1" SBBC-30AL 30" 42"

FEBCO 825Y 112" & 2" SBBC-45AL 45" 57"

FEBCO 825YA 34" & 1" SBBC-22AL 22'' 34"

FEBCO 825YA 112" & 2" SBBC-30AL 30" 42"

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

CL

1" 5"

EQ

6"

Y

EQ

6"

CL

CONCRETE PAD

STRONGBOX ENCLOSURE

ELEVATION

PLAN VIEW

STRONGBOX - 3/4" - 2" SYSTEMS

BACKFLOW ENCLOSURE

FINISH GRADE

APPLY TEFLON TAPE TO ALL THREADED NIPPLES

3"

2"

10" ROUND VALVE BOX BRAND

"QC" INTO VALVE BOX LID.

REFER TO TECHNICAL

SPECIFICATIONS.

4" CRUSHED GRAVEL SUMP -

FILL BOX TO WITHIN 2" OF

BOTTOM OF QCV LID

1" BRASS NIPPLE LENGTH AS REQUIRED

LINE SIZE BRASS COUPLING

2"x12" REBAR STABILIZING STAKE

TYPICAL TWO SIDES PER QUICK

COUPLING VALVE LOCATION

LASCO #G 13S-212 UNITIZED SWING

JOINT W/ BRASS INSERT STABILIZER

ELBOW. PROVIDE WITH 1" MIPT INLET

PRESSURE MAINLINEx1" PVC SERVICE TEE -

SOLVENT WELD OR GASKETED FITTING REFER

TO SPECIFICAIONS

QUICK COUPLING VALVE

QUICK COUPLING VALVE

4LASCOSWING - TYPICAL

NOTE: MOUNT RAIN SENSOR RECEIVER

PER CONTROLLER DETAIL.

10' MIN.

36" MIN.

12" DIAMETER CONCRETE BASE - FORM

W/ SONA-TUBE OR EQUAL. POST SHALL

BE CENTERED WITHIN BASE.

FINISH GRADE

112" DIAMETER SCH. 40

GALVANIZED STEEL POST

112"x1 2" FxF SCH. 40 GALVANIZED

TEE W/ 112" MIPT PLUG

WIRELESS RAIN SENSOR (MODEL PER

SCHEDULE) - TOP OF SENSOR TO BE

ABOVE RAIN SHADOW OF BUILDING

GUTTERS, TREES AND/OR ANY OTHER

OBSTRUCTIONS

WEATHER SENSOR

6POLE MOUNTED - Wireless

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

1/30/2025 9:47 AM

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5 OF 9 IR4

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IRRIGATION DETAILS

X-1229-11-PR-Utils

X-1229-11-PR-Roads_PH1

X-1229-11-PR-Parcels_PH1

X-1229-11-Hardscape

X-1229-11-TITLE BLOCK-CD

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

X-1229-11-PR-PLANTING

X-Filing 7-Contours

X-1229-11-PR-Utils

X-1229-11-PR-Roads_PH1

X-1229-11-PR-Parcels_PH1

X-1229-11-Hardscape

X-1229-11-TITLE BLOCK-CD

SHEET No.

Know what's below.

before you dig.Call

R

1/30/2025 9:47 AM

Matrix.ctb

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12-6-2023

JB

KC

KC

CONSTRUCTION DOCUMENTS

CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO

THE AURORA HIGHLANDS FILING 7

22.1229.001

DIRECTORY

IRRIGATION SCHEDULE IR0

IRRIGATION NOTES IR0

IRRIGATION PLANS IR1 - IR3

IRRIGATION DETAILS IR4 - IR6

IRRIGATION CHARTS IR7 - IR8

CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU

DIG, GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

R

Know what's below.

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13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com

Irrigation Consulting & Water Management

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

12VIA DECODER - TEE STYLE - POTABLE

IVM-SEN

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 TECHNICAL

SPECIFICATIONS.

NOTE:

INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. CONTAIN ENTIRE

ASSEMBLY WITHIN BOX. NO VALVE BOX EXTENSIONS WILL BE

ACCEPTED. PROVIDE 3"-4" CLEARANCE BETWEEN TOP OF CONTROL

VALVE SOLENOID AND BOTTOM OF VALVE BOX LID. TOP OF VALVE

BOX TO BE FLUSH WITH FINISH GRADE. VALVE BOX SHALL NOT REST

ON DRIP TUBING.

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

DRIP VALVE

15TWO-WIRE SYSTEM - BASKET - POLY PIPE -

NON-POTABLE

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

11VIA DECODER - TAPS 2" & SMALLER -

NON-POTABLE

FINISH GRADE

APPLY TEFLON TAPE TO ALL MALE THREADED

PVC FITTINGS AND ALL NIPPLES

4" CRUSHED GRAVEL SUMP 1 CU. FT.

2" VALVE MARKER

10" ROUND VALVE BOX - BRAND THE

LETTER "D' IN LID. REFER TO

TECHNICAL SPECIFICATIONS.

2" CL 200 PVC ACCESS SLEEVE -

LENGTH AS REQUIRED

1" FxF BRASS 90 ELL (2) 1"xCL

BRASS NIPPLE (2)

1"x6" BRASS NIPPLE

1" BRASS 1/4 TURN CURB STOP

1" MxF SCH. 40 PVC 90 ELL

SOIL BLANKET COVERING SUMP

1"x4" PVC NIPPLE SCH. 80

4" CRUSHED GRAVEL SUMP. SEE

TECHNICAL SPECIFICATIONS FOR

SUMP SIZE

PVC PRESSURE MAINLINE. REFER

TO TRENCH DETAIL.

MANUAL DRAIN VALVE

9TYPICAL

FINISH GRADE

2"

3"

10" ROUND VALVE BOX. BRAND "GV"

ON LID OF VALVE BOX. REFER TO

TECHNICAL SPECIFICATIONS.

GATE VALVE W/ CROSS HANDLE AND

SOLID WEDGE DISC.

4" CRUSHED GRAVEL SUMP - FILL

BOX TO WITHIN 2" OF TOP OF 6"

PVC ACCESS SLEEVE∅

6" CLASS 200 PVC SLEEVE BOTTOM TO

BE NOTCHED AND CONTACT TOP OF

PRESSURE MAINLINE

PVC PRESSURE MAINLINE

SCH. 40 PVC MALE ADAPTER (2) - SIZE

TO EQUAL GATE VALVE DIAMETER

UNDISTURBED SOIL

GATE VALVE

2.5" & SMALLER - X-HANDLE

4-6" BODIES: 18"

12" BODIES: 24"

CONTROL WIRE BUNDLE OR TWO

WIRE COMMUNICATION CABLE (PER

SPECIFICATIONS)

24"

SPRAY HEAD LATERAL

PIPING OR DRIP LINE

HEADER.

FINISH

GRADE

ROTOR LATERAL

PIPING

BACKFILL MATERIAL (TYP.)

4-6" BODIES: 14"

12" BODIES: 18"

MAINLINE

NOTE: REFER TO TECHNICAL

SPECIFICATIONS FOR MINIMUM

TRENCH WIDTHS.

1324" MAINLINE

TRENCH

B

A

ROUGH GRADE

C

NOTE:

· ALL SLEEVE MATERIAL PER IRRIGATION SCHEDULE, SIZE AS NOTED ON

PLAN.

· INSTALL SLEEVES IN SIDE-BY-SIDE CONFIGURATION WHERE MULTIPLE

SLEEVES ARE TO BE INSTALLED. SPACE SLEEVES 4" TO 6" APART. DO

NOT STACK SLEEVES VERTICALLY.

· CONTRACTOR TO COORDINATE WITH FLATWORK INSTALLER TO BRAND A

"V" IN SIDEWALK OR CURB AT BOTH ENDS OF SLEEVE CROSSING.

· SLEEVING THROUGH OR UNDER RETAINING WALLS, PLANTER WALLS, POND

LINING, OR WATER QUALITY AREAS SHALL BE COORDINATED WITH CIVIL

WORK AT APPROXIMATE LOCATIONS SHOWN.

· AN INDIVIDUAL SLEEVE SHALL CONTAIN NO MORE THAN ONE PIPE OR WIRE

BUNDLE.

PAVED SURFACE

CURB AND GUTTER

(IF APPLICABLE)

2" PVC PIPE SLEEVE MARKER -

INSTALL AT BOTH ENDS OF EACH

SLEEVE LOCATION AND EXTEND AT

LEAST 3' ABOVE GRADE. SPRAY

EXPOSED PORTION OF MARKER WITH

GREEN FLUORESCENT PAINT. REMOVE

AT FINAL INSTALL.

SEAL ENDS OF SLEEVE WITH

CLOTH DUCT TAPE (TYPICAL)

PVC OR HDPE SLEEVING (TYPICAL)

24" MIN.

12" MIN.

36" MIN.

IRRIGATION SLEEVING

14TYPICAL

1/30/2025 9:47 AM

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6 OF 9 IR5

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IRRIGATION DETAILS

X-1229-11-PR-Utils

X-1229-11-PR-Roads_PH1

X-1229-11-PR-Parcels_PH1

X-1229-11-Hardscape

X-1229-11-TITLE BLOCK-CD

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

X-1229-11-PR-PLANTING

X-Filing 7-Contours

X-1229-11-PR-Utils

X-1229-11-PR-Roads_PH1

X-1229-11-PR-Parcels_PH1

X-1229-11-Hardscape

X-1229-11-TITLE BLOCK-CD

SHEET No.

Know what's below.

before you dig.Call

R

1/30/2025 9:47 AM

Matrix.ctb

T:\7600-7699 Jobs\7612-Aurora Highlands F7\7612-Aurora Highlands F7-CDs-25-0116-rev.dwg

12-6-2023

JB

KC

KC

CONSTRUCTION DOCUMENTS

CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO

THE AURORA HIGHLANDS FILING 7

22.1229.001

DIRECTORY

IRRIGATION SCHEDULE IR0

IRRIGATION NOTES IR0

IRRIGATION PLANS IR1 - IR3

IRRIGATION DETAILS IR4 - IR6

IRRIGATION CHARTS IR7 - IR8

CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU

DIG, GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

R

Know what's below.

Call before you dig.

13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com

Irrigation Consulting & Water Management

FINISH GRADE

DEFLECT TUBING TO PERMIT

ENTRY THROUGH BOTTOM OF

VALVE BOX.

12" POP-UP SPRAY HEAD WITH

CHECK VALVE, GPH GDFN

INDICATOR NOZZLE, & SWING PIPE

(ZONE OPERATIONAL INDICATOR)PLANT MATERIAL

4" PVC BALL VALVE WITH 34" PVC

INSxMIPT ADAPTER AND S.S. CLAMP

4" DRIP TUBING - COIL SUFFICIENT

LENGTH IN BOX TO EXTEND HOSE

ADAPTER OUTSIDE OF VALVE BOX.

4" WASHED RIVER ROCK SUMP (1

CU. FT.)

INSERT TEE WITH CLAMPS

10" ROUND VALVE BOX WITH COVER

- BRAND "DB" INTO VALVE BOX LID.

REFER TO TECHNICAL

SPECIFICATIONS.

SECTIONPLAN

DISTANCES VARY: CONTRACTOR SHALL

LOCATE FLUSH VALVE BOX TO BE

SCREENED BY PLANT MATERIAL AND

ACCESSIBLE. OPERATIONAL INDICATOR

SHALL BE LOCATED FOR EASY

VISIBILITY DURING OPERATION

PLANT MATERIAL

INDICATOR HEAD

PLANTER BED

WALL OR EDGER

FLUSH VALVE

POLY PIPE FROM

EXHAUST HEADER

OR DRIP LATERAL

DRIP FLUSH VALVE

17WITH OPERATIONAL INDICATOR

PLANT SIZE EMITTER

FLOW RATE

EMITTER QTY. AT MULCHED

BED LOCATIONS

EMITTER QTY. AT NATIVE

SEED LOCATIONS

1 - 2 GALLON MATERIAL 0.5 GPH ONE EACH ONE EACH

5 GALLON MATERIAL 0.5 GPH TWO EACH TWO EACH

112" CALIPER TREE 1.0 GPH THREE EACH FOUR EACH

2" CALIPER TREE 1.0 GPH FOUR EACH SIX EACH

2" CALIPER TREE 1.0 GPH SIX EACH EIGHT EACH

3" CALIPER TREE 1.0 GPH EIGHT EACH TEN EACH

2" CALIPER TREE 1.0 GPH NINE EACH ELEVEN EACH

4" CALIPER TREE 1.0 GPH TEN EACH TWELVE EACH

6 FT. CONIFEROUS TREE 1.0 GPH FOUR EACH SIX EACH

8 FT. CONIFEROUS TREE 1.0 GPH SIX EACH NINE EACH

10 FT. CONIFEROUS TREE 1.0 GPH EIGHT EACH TWELVE EACH

12 FT. CONIFEROUS TREE 1.0 GPH TEN EACH FOURTEEN EACH

NOTES:

· INSTALL EMITTERS ON OPPOSING SIDES OF ROOTBALL. THREE OR MORE EMITTERS

SHALL BE EQUALLY SPACED AROUND ROOT BALL.

· EMITTERS ARE TO BE INSTALLED TO CLEAR SURFACE BY A MINIMUM OF 1" AND A

MAXIMUM OF 2".

· FLUSH ALL LINES THOROUGHLY, INCLUDING EMITTER MICRO-TUBING PRIOR TO

EMITTER INSTALLATION.

· IF PLANTING ON A 4:1 SLOPE OR STEEPER, INSTALL BOTH EMITTERS ON UPHILL SIDE

OF ROOT BALL.

· EMITTERS SHALL BE SELF-FLUSHING, PRESSURE COMPENSATING-TYPE UNLESS

NOTED OTHERWISE WITHIN TECHNICAL SPECIFICATIONS.

· DRIP VALVE ZONES ARE DESIGNED TO ACCOUNT FOR DIFFERENCES IN PLANT

REQUIREMENTS (HYDROZONES) AND SUN EXPOSURE.

· CONTRACTOR SHALL ENSURE HYDROZONES ARE VALVED SEPARATELY AS SHOWN

ON PLAN.

· SITE CONDITIONS MAY DICTATE THAT MULTIPLE SUN EXPOSURES ARE VALVED

TOGETHER DURING THE DESIGN PROCESS. CONTRACTOR SHALL ADJUST EMITTER

SCHEDULE AS FOLLOWS:

·· EMITTER QUANTITIES SHALL REMAIN THE SAME BUT EMITTER GALLONAGES SHALL

BE DOUBLED FOR PLANTS WITH SOUTH AND WEST EXPOSURES.

·· EMITTER QUANTITIES AND GALLONAGE SHALL BE AS SHOWN IN SCHEDULE FOR

PLANTS WITH NORTH AND EAST EXPOSURES.

·· PLANTINGS WITH NORTH AND EAST EXPOSURE SHALL DICTATE VALVE RUN-TIMES

AND CONTRACTOR SHALL ADJUST SCHEDULING ACCORDINGLY.

DOWN

4:1(+)-SLOPE

SECTION

10" MIN

4"-6"

PLANTING BACKFILL MATERIAL

POLY DRIP TUBING

PLANT ROOTBALL

EMITTER - STAKE TO EDGE OF

ROOTBALL

EMITTER MICRO-TUBING - 60"

MAXIMUM LENGTH

PLANT MATERIAL

EMITTER - REFER TO SCHEDULE FOR

EMITTER QUANTITY. REFER TO

SPECIFICATIONS FOR MANUFACTURER

AND MODEL NUMBER.

MULCH LAYER

EMITTER MICRO-TUBING

POLY DRIP TUBING - RE:

TECHNICAL SPECIFICATIONS

6" 10 GAUGE JUTE STAKE OR

APPROVED EQUAL

PLAN

DRIP EMITTER

BELOW GRADE

FINISH GRADE

USE WIRE CLAMP TO HOLD

GROUNDING WIRE TO ROD

DURING CADWELD.

4" CRUSHED

GRAVEL

SUMP (2 CU.

FT.)

8 FT COPPER GROUNDING ROD

OR PLATE (SEE NOTES & SPECS).

3"

#6 SOLID COPPER WIRE FROM

ARRESTOR TO GROUNDING ROD

OR PLATE (SEE NOTES & SCHEDULE).

LIGHTNING

ARRESTOR

WATER PROOF

CONNECTOR

PER SPECS.

TWO-WIRE

CABLE TO

NEXT DEVICE

(DECODER, OR

ARRESTOR)

MAINLINE & WIRE PATH

GROUNDING ROD

PLAN VIEW, TYPICAL

CROSS SECTION VIEW

8'-12' MIN.NOTE:

· ALL GROUNDING PER ASIC GUIDELINES.

· GROUNDING ROD MUST BE INSTALLED INSIDE

AN IRRIGATED AREA.

· GROUNDING TO 10 OHMS MAXIMUM.

· GENERAL LAYOUT OF ROD AS SHOWN.

· NO ELECTRONIC EQUIPMENT SHALL BE PLACED

WITHIN THE GROUNDING ROD BUFFER AREA.

· IF MINIMUM BUFFER AREA CANNOT BE

ACHIEVED DUE TO NARROW LANDSCAPE AREA

OR OTHER PHYSICAL RESTRICTIONS,

CONTRACTOR TO USE GROUNDING PLATE PER

MANUFACTURER'S RECOMMENDATIONS.

10" ROUND

VALVE BOX

TWO-WIRE SYSTEM - TYPICAL

ARRESTOR GROUNDING

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

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IRRIGATION DETAILS

NOTE:

· DIAMETERS OF FITTINGS AND NIPPLES SHALL

EQUAL ROTOR INLET DIAMETER.

· SET ROTOR PERPENDICULAR TO FINISH GRADE.

· APPLY TEFLON TAPE ALL PVC MALE THREADED

FITTINGS.

24"

6"

SET LIP AT FINSHED GRADE

CURB AND GUTTER, SIDEQALK OR HARD

SURFACE WHERE APPLICABLE

HI-POP GEAR DRIVEN ROTOR

MIPTxFIPT SCH. 40 PVC ELL (2)

12" SCH. 80 PVC NIPPLE

MIPTxFIPT SCH. 40 PVC 90 ELL

PVC SUPPLY LINE WITH SCH. 40

SLIPxFIPT PVC FITTING

30-60 DEG

HI-POP GEAR DRIVEN ROTOR

20PVC

X-1229-11-PR-Utils

X-1229-11-PR-Roads_PH1

X-1229-11-PR-Parcels_PH1

X-1229-11-Hardscape

X-1229-11-TITLE BLOCK-CD

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

X-1229-11-PR-PLANTING

X-Filing 7-Contours

X-1229-11-PR-Utils

X-1229-11-PR-Roads_PH1

X-1229-11-PR-Parcels_PH1

X-1229-11-Hardscape

X-1229-11-TITLE BLOCK-CD

SHEET No.

Know what's below.

before you dig.Call

R

1/30/2025 9:48 AM

Matrix.ctb

T:\7600-7699 Jobs\7612-Aurora Highlands F7\7612-Aurora Highlands F7-CDs-25-0116-rev.dwg

12-6-2023

JB

KC

KC

CONSTRUCTION DOCUMENTS

CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO

THE AURORA HIGHLANDS FILING 7

22.1229.001

DIRECTORY

IRRIGATION SCHEDULE IR0

IRRIGATION NOTES IR0

IRRIGATION PLANS IR1 - IR3

IRRIGATION DETAILS IR4 - IR6

IRRIGATION CHARTS IR7 - IR8

CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU

DIG, GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

R

Know what's below.

Call before you dig.

13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com

Irrigation Consulting & Water Management

WATER USE CHART - TAP 47 C1 PRESSURE LOSS CHART - TAP 47 C2 CONTROLLER CHART - TAP 47 C3

CONTROLLER CHART - TAP 1 (FILING 25) C4

1/30/2025 9:48 AM

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N/A

8 OF 9 IR7

N/A

IRRIGATION CHARTS

REFER TO F25 FOR OTHER REQUIRED CHARTS

X-1229-11-PR-Utils

X-1229-11-PR-Roads_PH1

X-1229-11-PR-Parcels_PH1

X-1229-11-Hardscape

X-1229-11-TITLE BLOCK-CD

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

X-1229-11-PR-PLANTING

X-Filing 7-Contours

X-1229-11-PR-Utils

X-1229-11-PR-Roads_PH1

X-1229-11-PR-Parcels_PH1

X-1229-11-Hardscape

X-1229-11-TITLE BLOCK-CD

SHEET No.

Know what's below.

before you dig.Call

R

1/30/2025 9:48 AM

Matrix.ctb

T:\7600-7699 Jobs\7612-Aurora Highlands F7\7612-Aurora Highlands F7-CDs-25-0116-rev.dwg

12-6-2023

JB

KC

KC

CONSTRUCTION DOCUMENTS

CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO

THE AURORA HIGHLANDS FILING 7

22.1229.001

13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com

Irrigation Consulting & Water Management

WATER USE CHART - TAP 45

FROM FILING 9 DESIGN - BY OTHERS C7

C8

C10

ADDITIONAL ZONES PER THIS FILING C11

FROM FILING 9 DESIGN - BY OTHERS

FROM FILING 9 DESIGN - BY OTHERS

CONTROLLER CHART - TAP 45

PRESSURE LOSS CHART - TAP 45

CONTROLLER CHART - TAP 45

WATER USE CHART - TAP 45

NEW ADDITIONAL AREAS PER THIS FILING C9

1/30/2025 9:48 AM

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N/A

9 OF 9 IR8

N/A

IRRIGATION CHARTS

DIRECTORY

IRRIGATION SCHEDULE IR0

IRRIGATION NOTES IR0

IRRIGATION PLANS IR1 - IR3

IRRIGATION DETAILS IR4 - IR6

IRRIGATION CHARTS IR7 - IR8

CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU

DIG, GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

R

Know what's below.

Call before you dig.