XX"# - XX

IRRIGATION SCHEDULEMODEL NO.SYMBOL

1-1/2" 825YA AssemblyInstall per COT Std. Det. #800-11B

1" Dedicated Irrigation Water Meter

DETAIL

FEBCO

IRRIGATIONPOINT OF

CONNECTION

BACKFLOWPREVENTER

CONTROLVALVE

GATE VALVE WATTS

PVC MAINLINE

SLEEVING

NOTSHOWN

SECURITYENCLOSURE

IRRIGATIONMETER

1" Dedicated Irrigation Water Meter. Installedper COT Std Det #800-10A/B

Refer to Civil Utilityand Water Plans

PVC SPRAYLATERAL

3/4" PVC class 200

SENSOR RAIN BIRD

IRRIGATIONCONTROLLER

1-1/2" PVC Class 200.No 90 degree ells on mainline.

Size per line sizeThreaded ends

In StrongboxEnclosure

Class 200 PVC Solvent Weld Joints

Carson 1324-15-3L Super Jumbo Valve Box1" Sch. 80 PVC Ball Valve1" or 2" Toro 220-27-0-4/8 Brass Globe Valvewith EZ-REG Pressure Regulator (EZ-100)

Refer to Civil Utilityand Water Plans

Strongbox SBBC-22SS17.75"W X 28.5"H X 22"L

TORO

RAINMASTER

WR-2-RFS Wireless Rain/Freeze Sensor

NA

1" Buckner QB44-LCAR10QUICK

COUPLERBUCKNER

SS Pole Mounted

STRONGBOX

NA

NA

NA

NA

Unless otherwisenoted on the plan

Unless otherwisenoted on the plan

Carson 910 10" Standard Round Valve Box

Watts Brass Gate Valve (WGV-X)

Stainless SteelPedestal Cabinet8 Valves Total

DESCRIPTION MFR COMMENTS

Color:Green

MASTERVALVE &

FLOWSENSOR

TORO& DATA

INDUSTRIAL

Rain Master Eagle-I RME-XXEGi-SPEDCellular modem communication shall tie intoCity of Thornton existing controller network.

SERVICE LINE 1-1/2" Type K CopperNA Meter to Backflow

POC

M

C

See Sleeving Notes

Q

Pipe, fittings and ballvalves to match sizeof control valve.5 gpm min. flow.

VALVE CALLOUTS

Zone Designation:S (Shrubs Spray)

Valve/Station Number

Valve Flow: (GPM)Valve Size

Rain Bird RD-1812-S-P30-F-U U10 Series12.0" Pop-Up, with 30 psi in-stem pressureregulation, Seal-A-Matic check valve, andFlow-Shield Technology. 1/2" NPT femalethreaded inlet.

RAIN BIRDSHRUBSPRAY8' - 10'

1" TORO 220-27-0-4 Brass Series Valve1" Data Industrial 220BR Brass Flow Sensor

Carson 910 10" Standard Round Valve Box

Install with 1/2"pre-manufacturedflexible pipe joint.1.58 PrecipitationRate at 30 psi.

1. POINT OF CONNECTION: THE IRRIGATION POINT OF CONNECTION SHALL BE INSTALLED PER THE CITY OF THORNTONSTANDARD DETAILS 800-10A AND 800-11B WITH THE FOLLOWING EQUIPMENT: TAP DOWNSTREAM OF THE 1"DEDICATED IRRIGATION WATER METER (SEE CIVIL UTILITY PLANS) WITH 1-1/2" TYPE K COPPER PIPE AND EXTEND ATA DEPTH OF 48" OR PER LOCAL CODES, WHICHEVER IS GREATER TO BACKFLOW PREVENTER. INSTALL ONE 1-1/2"MANUAL DRAIN VALVE, ONE 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTER, ONE 1" MASTER VALVE/FLOWSENSOR ASSEMBLY IN SECURITY ENCLOSURE WITH A FROST BLANKET. EXTEND 1-1/2" TYPE K COPPER A MINIMUM30" HORIZONTAL FROM BACKFLOW PREVENTER AND INSTALL ONE 1" QUICK COUPLER. TRANSITION TO 1-1/2" CLASS200BE PVC AND EXTEND TO VALVES AS SHOWN.POC 1: CONNECTION 1 IS FOR PHASE 1 AND IS LOCATED IN THE MEDIAN AT 144TH ST.POC ELEVATION: 5,270'PRESSURE AVAILABLE: 97 PSIDESIGN PRESSURE: 65 PSIMAXIMUM CAPACITY (FLOW): 35 GPMTHE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES AND OBTAIN AND PROVIDE PAYMENT FOR ALL PERMITSASSOCIATED WITH THIS WORK.

2. STATIC PRESSURE:THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE PRESSURE IN THE FIELD BEFORECONSTRUCTION BEGINS AND FOR NOTIFYING THE CITY REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THEDESIGN PRESSURE OF THE IRRIGATION SYSTEM AND THE MEASURED PRESSURE IN THE FIELD. IF THECONTRACTOR FAILS TO NOTIFY THE CITY REPRESENTATIVE OF SUCH DISCREPANCIES, THEN THE CONTRACTORASSUMES ALL LIABILITY AND COSTS ASSOCIATED WITH SYSTEM MODIFICATIONS TO ACCOMMODATE THE ACTUALPRESSURE.

3. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE MULTIPLE ZONES SIMULTANEOUSLY WHEN NECESSARYDUE TO INCREASED PLANT WATER REQUIREMENTS AND/OR DECREASED AVAILABLE WATERING TIMES, SUCH ASWATERING RESTRICTIONS.

4. MULTIPLE ZONES MAY BE REQUIRED TO RUN AT THE SAME TIME TO ACHIEVE THE FLOW SENSOR'S MINIMUM FLOWREQUIREMENT. MAXIMUM FLOW NOT TO EXCEED 35 GPM.

5. CONTROLLER LOCATION: THE RAIN MASTER EAGLE-i SERIES CONTROLLER IS LOCATED IN THE PLANTING AREAADJACENT TO THE POINT OF CONNECTION IN THE MEDIAN AS INDICATED ON THE PLANS. PROVIDE AN EIGHT FOOTCOPPER GROUNDING ROD AT THE CONTROLLER LOCATION PER CITY OF THORNTON SPECIFICATIONS. CONNECTIONTO 120 VOLT POWER THROUGH UL LISTED FUSED SERVICE DISCONNECT PANEL WITH LINE SUPPRESSION, ALLNECESSARY CONDUIT AND ALL RELATED EQUIPMENT SHALL CONFORM TO LOCAL CODES AND PER XCEL '2013STANDARDS FOR ELECTRICAL INSTALLATION AND USE'. CONTRACTOR IS RESPONSIBLE FOR FOR ALL COSTS FORSUPPLYING THE ELECTRICAL CONNECTION TO THE CONTROLLER. REFER TO CIVIL UTILITY AND ELECTRICAL PLANSAND COORDINATE WITH THE CITY REPRESENTATIVE AND APPROPRIATE UTILITY COMPANY FOR ADDITIONALINFORMATION REGARDING ELECTRICAL SERVICE FOR THE CONTROLLERS.

6. SENSOR LOCATION: RAIN BIRD WR2 SENSOR SHALL BE POLE MOUNTED IN A LOCATION IN FULL SUN AND OPEN TORAINFALL. SENSOR SHALL BE NO MORE THAN 800' FROM WIRELESS RECEIVER. MOUNT WIRELESS RECEIVER ON ORADJACENT TO THE IRRIGATION CONTROLLER.

7. EQUIPMENT LOCATION: BACKFLOW PREVENTER, IRRIGATION CONTROLLER AND ELECTRIC METER, SENSOR ARE TOBE LOCATED TOGETHER IN A MULCHED PLANTER BED WITHIN THE MEDIAN. FINAL LOCATION OF EQUIPMENT SHALLBE APPROVED BY THE CITY REPRESENTATIVE PRIOR TO INSTALLATION. IRRIGATION CONTROL AND CONNECTIONEQUIPMENT SHALL NOT BE SPRAYED ON. CONTRACTOR TO ADJUST OVER SPRAY TO AVOID THESE COMPONENTS.

8. MANUAL DRAIN VALVES: SHALL BE LOCATED AT THE BACKFLOW PREVENTER AND LOW POINTS ALONG THEMAINLINE. LOCATIONS SHALL BE APPROVED BY THE CITY REPRESENTATIVE PRIOR TO INSTALLATION.

IRRIGATION POINT OF CONNECTION NOTESIRRIGATION NOTES

SLEEVING COORDINATION NOTES1. INSTALLATION OF IRRIGATION SLEEVING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR . SLEEVES

SHALL BE INSTALLED PRIOR TO THE START OF PAVING OPERATIONS. THE GENERAL CONTRACTOR SHALLCOORDINATE WITH THE IRRIGATION CONTRACTOR FOR LOCATION AND SIZING OF SLEEVES PRIOR TO THE STARTOF CONSTRUCTION.

2. THE CONTRACTOR SHALL SLEEVE ALL IRRIGATION DISTRIBUTION LINES, VALVE CONTROL WIRES ANDCOMMUNICATION WIRES UNDER ALL PAVED SURFACES, WALL FOOTERS, DRAINAGE CHANNELS, INLETS, CATCHBASINS, ETC.

3. ALL SLEEVES SHALL EXTEND A MINIMUM OF 6" BEYOND EDGE OF ALL OBSTRUCTIONS. NO TEES, ELLS OR OTHERTURNS IN PIPING SHALL BE LOCATED UNDER ANY OBSTRUCTIONS .

4. MARK ALL SLEEVE LOCATIONS WITH A CHISLED 'X' IN THE PAVING DIRECTLY ABOVE SLEEVE LOCATION.5. SLEEVING SHALL BE INSTALLED PER THE SIZES AND QUANTITIES SHOWN ON THE PLANS BASED ON THE CHART

BELOW.6. ALL MAINLINE, VALVE CONTROL AND COMMUNICATION WIRES, LATERALS UNDER PAVED SURFACES ARE TO BE

INSTALLED IN SEPARATE SLEEVING.SLEEVED PIPE SIZE/WIRE QTY. REQUIRED SLEEVE SIZE AND QTY.

34"-1" PIPING 2" CLASS 200 PVC (1)

114"-11

2" PIPING 3" CLASS 200 PVC (1)1-50 CONTROL WIRES 2" CLASS 200 PVC (1)

1. THE CONTRACTOR SHALL REFER TO CITY OF THORNTON STANDARDS AND SPECIFICATIONS SECTION 809 - IRRIGATIONSYSTEMS AND COORDINATE WITH THE GENERAL CONTRACTOR AND CITY REPRESENTATIVE FOR SUCCESSFULCOMPLETION OF THIS WORK.

2. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL THEIMPROVEMENTS SHOWN ON THE PLANS.

3. THE CONTRACTOR ASSUMES ALL LIABILITY ASSOCIATED WITH THE MODIFICATION OF THE IRRIGATION SYSTEMDESIGN WITHOUT NOTIFYING THE CITY REPRESENTATIVE.

4. ALL IRRIGATION EQUIPMENT IS TO BE AS SPECIFIED OR APPROVED EQUAL PER THE DISCRETION OF THE CITYREPRESENTATIVE.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT A THOROUGH SITE INSPECTION AND REVIEW OF THEPROJECT CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: LANDSCAPE PLAN, UTILITYPLAN, CIVIL PLAN, GRADING AND DRAINAGE PLAN AND ALL OTHER ASSOCIATED PLANS THAT AFFECT THIS WORKPRIOR TO BEGINNING CONSTRUCTION. IF THE CONTRACTOR OBSERVES ANY DISCREPANCIES AMONG THECONSTRUCTION DOCUMENTS AND THE EXISTING CONDITIONS ON SITE, IT IS THEIR RESPONSIBILITY TO CONTACT THECITY REPRESENTATIVE IMMEDIATELY.

6. THE CONTRACTOR SHALL CONFORM TO ALL LOCAL AND STATE REGULATIONS AND INSTALL THE IRRIGATION SYSTEMAND ITS COMPONENTS PER THE MANUFACTURER'S SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN AND PROVIDEPAYMENT FOR ALL PERMITS REQUIRED BY ANY LOCAL AND STATE AGENCIES AND UTILITY COMPANIES HAVINGJURISDICTION OVER THIS SITE.

7. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND PAYING FOR TESTING OF THE BACKFLOW PREVENTER BY ASTATE CERTIFIED INSPECTOR. CONTRACTOR SHALL PROVIDE CERTIFICATES TO CITY REPRESENTATIVE.

8. THE CONTRACTOR MUST VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. IF THECONTRACTOR FAILS TO DO SO AND DAMAGES ANY UNDERGROUND UTILITIES THROUGH THE COURSE OF HIS WORKTHE CONTRACTOR SHALL PAY FOR ANY REPAIR WORK ASSOCIATED WITH SAID DAMAGES.

9. IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED WITHIN LANDSCAPE AREAS ANDWITHIN THE PROJECT LIMITS. EQUIPMENT SHOWN OUTSIDE OF THESE LIMITS IS SHOWN FOR GRAPHIC CLARITY ONLY.IF THERE IS A QUESTION REGARDING THE LOCATION OF ANY COMPONENT OF THE IRRIGATION SYSTEM, IT IS THECONTRACTOR'S RESPONSIBILITY TO CONTACT THE CITY REPRESENTATIVE. IF THE CONTRACTOR NEGLECTS TONOTIFY THE NECESSARY PARTIES, THE CONTRACTOR SHALL PAY FOR ANY REPLACEMENT OR MODIFICATION TOINSURE PROPER LOCATION AND OPERATION OF THE IRRIGATION SYSTEM AND ITS COMPONENTS.

10. ALL VALVE BOXES AND LIDS SHALL BE PLASTIC WITH SELF LOCKING COVERS. LID COLOR TO BE GREEN. INSTALL PERTHE CONSTRUCTION DETAILS. DO NOT INSTALL IN PAVED AREAS.

11. ALL VALVE BOXES SHALL BE INSTALLED A MINIMUM OF 1'-0" FROM THE EDGE OF PAVED SURFACES AND 3'-0" FROMTHE CENTERLINE OF DRAINAGE SWALES OR RETENTION BASINS.THE CONTRACTOR SHALL ADJUST ALL VALVE BOXESTO BE FLUSH FINISH GRADE.

12. GROUNDING FOR THE IRRIGATION CONTROLLER IS TO BE INSTALLED PER CITY OF THORNTON SPECIFICATIONS, THEMANUFACTURER'S SPECIFICATIONS AND PER THE AMERICAN SOCIETY OF IRRIGATION CONSULTANTS GUIDELINE100-2002 FOR EARTH GROUNDING ELECTRONIC EQUIPMENT IN IRRIGATION SYSTEMS FOUND ATwww.asic.org/Design_Guides.aspx. FOR TECHNICAL SUPPORT REGARDING THE IRRIGATION CONTROLLER ORGROUNDING PLEASE CONTACT RAIN MASTER (800) 777-1477.

13. CONTRACTOR SHALL EXTEND (3) THREE SPARE CONTROLLER WIRES, LOOPED IN EACH VALVE BOX TO THE END OFALL MAINLINE BRANCHES FOR FUTURE EXPANSION CAPABILITY. COIL 24" LENGTH MIN. OF SPARE WIRES IN A 10"ROUND VALVE BOX.

14. CONTROLL WIRE SHALL BE 14GA MIN. UF LISTED, AWG, DIRECT BURY SOLID COPPER WIRE. WIRE SHALL BE TAPEDAND BUNDLED EVERY 10'. PROVIDE 24" LOOPS AT ALL VALVE BOXES, CHANGES IN DIRECTION GREATER THAN 90°, ATBOTH ENDS OF SLEEVES AND AT 100' INTERVALS ALONG CONTINUOUS RUNS OF WIRE.

15. CONTRACTOR SHALL USE UL APPROVED WIRE STRIPPER AND 3M DBY-6 WATERPROOF CONNECTIONS AT ALL SPLICESAND CONNECTIONS POINTS. DO NOT DIRECT BURY CONNECTIONS. ALL CONNECTIONS SHALL BE LOCATED IN A VALVEBOX OR LABELED SPLICE BOX.

16. CONTRACTOR SHALL INSTALL 14GA SINGLE STRAND DIRECT BURY COPPER YELLOW JACKET TRACER WIRE IN ALLIRRIGATION MAINLINE AND LATERAL LINE TRENCHES. TRACER WIRE TO BE ACCESSIBLE IN EVERY VALVE BOX.

17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ADEQUATE VERTICAL SEPARATION BETWEEN ALL IRRIGATIONDISTRIBUTION LINES AND ALL UTILITIES (EXISTING OR PROPOSED), CONDUIT, STORM WATER COMPONENTS, DRAINS,ETC.

18. PLANT MATERIAL LOCATIONS TAKE PRECEDENCE OVER IRRIGATION LINES. COORDINATE INSTALLATION OFIRRIGATION EQUIPMENT SO THAT IT DOES NOT INTERFERE WITH THE PLANTING OF TREES OR OTHER LANDSCAPEMATERIAL INCLUDING PERENNIAL BEDS.

19. THE CONTRACTOR SHALL STAKE THE LOCATION OF THE MAINLINE, CONTROL VALVES, GATE VALVES, AND SHRUBSPRAY LOCATIONS, ETC. AND SCHEDULE A REVIEW WITH THE CITY REPRESENTATIVE PRIOR TO INSTALLATION.

20. CONTRACTOR SHALL FLUSH SYSTEM THOROUGHLY AND EACH ZONE SHALL BE TESTED TO ENSURE PROPEROPERATING PRESSURE AT ALL HEADS IN ZONE.

21. CONTRACTOR SHALL LOCATE ROTOR HEADS A MINIMUM 6" AND ALL SPRAY HEADS A MINIMUM OF 3" FROM ALLPAVING. THE CONTRACTOR SHALL FINE TUNE AND ADJUST NOZZLE DIRECTION AND RADIUS TO REDUCE OVERSPRAYONTO ALL ELECTRICAL COMPONENTS, PAVING OR HARD SURFACES.

22. CONTRACTOR SHALL INSTALL A QUICK COUPLER IN 10" VALVE BOX AT THE END OF ALL BRANCHES OF THE MAINLINE,AT 300' INTERVALS ALONG THE MAINLINE AS SHOWN ON PLANS, FOR MAINTENANCE, WINTERIZATION AND FLUSHINGOF MAINLINE.

23. PVC REPAIR COUPLINGS SHALL BE NIBCO SLIP-FIX OR APPROVED EQUAL, SIZED TO THE PIPE SIZE. NO COMPRESSIONCOMPRESSION FITTINGS WILL BE ALLOWED. REPAIR COUPLINGS TO BE A MINIMUM 5' FROM OTHER FITTINGS ANDCONTROL VALVES.

24. THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE BETWEEN THE HOURS OF 10 PM AND 5 AM PER CITY OFTHORNTON REQUIREMENTS. ESTABLISHMENT WATERING WILL REQUIRE UP TO TWICE AS MUCH IRRIGATION FOR A 21DAY PERIOD. THESE FIGURES ARE BASED ON A 30-YEAR AVERAGE WEATHER DATA AND WILL NEED TO BE ADJUSTEDDUE TO SEASONAL CHANGES AND WEATHER CONDITIONS.

25. CONTRACTOR TO PERFORM IRRIGATION AUDIT AS PART OF FINAL IRRIGATION ACCEPTANCE AND PROVIDE ANIRRIGATION SCHEDULE FOR CITY STAFF USE. A CERTIFIED LANDSCAPE IRRIGATION AUDITOR IN GOOD STANDINGWITH THE IRRIGATION ASSOCIATION SHALL PERFORM THE AUDIT.

26. CONTRACTOR SHALL WARRANTY THE IRRIGATION EQUIPMENT AS REQUIRED BY CITY OF THORNTON STANDARDS ANDSPECIFICATIONS.

27. THE CONTRACTOR PROVIDE WRITTEN ON-SITE VERIFICATION OF CELLULAR MODEM STRENGTH AT THE NEWCONTROLLER LOCATION TO PRIOR TO ORDERING SPECIFIED CONTROLLER. SIGNAL STRENGTH SHALL BE ADEQUATEFOR SPECIFIED PEDESTAL-TOP ANTENNA.

1. AVAILABLE WATER PRESSURE: THE SITE IS LOCATED IN WATER PRESSURE ZONE '3A' PER THE CITY OF THORNTONCOLORADO WATER PRESSURE ZONE MAP, REVISED6/9/2009. WATER PRESSURE ZONE ' 3A' IS STATED TO HAVE HIGHHGL OF 5,494' AT 97 PSI.SEE 'POINT OF CONNECTION' NOTES FOR SPECIFIC PRESSURE CALCULATIONS ON EACH POINT OF CONNECTION

2. DESIGN PRESSURE: SEE POINT OF CONNECTION NOTES ABOVE FOR DESIGN PRESSURE CALCULATIONS.3. DESIGN CAPACITY (FLOW): SEE POINT OF CONNECTION NOTES FOR FLOW REQUIREMENTS.4. RAIN SENSOR: WEATHER SENSOR PER IRRIGATION SCHEDULE IS TO BE INSTALLED FOR EACH POINT OF

CONNECTION. COORDINATE FINAL SENSOR LOCATION WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.5. WATER WINDOW: THIS IRRIGATION SYSTEM IS DESIGNED TO APPLY 1.5" OF WATER WITHIN A MAXIMUM OF 48

HOURS OF RUN-TIME PER WEEK (10 PM - 5 AM).6. WINTERIZATION: IRRIGATION SYSTEM SHALL BE WINTERIZED BY THE MEANS OF FORCED AIR BY OCTOBER 31st

EACH YEAR.7. FIELD INSPECTION: A FIELD INSPECTION SHALL OCCUR AND AS-BUILT PLANS SHALL BE SUBMITTED TO THE CITY

PRIOR TO CITY OF THORNTON INITIAL ACCEPTANCE.

CITY OF THORNTON REQUIRED NOTES

NOTES

(2)Carson 1220-15-3L Jumbo Valve Box1-1/2" Watts Brass Gate Valve (WGV-X)

I103-2

I103-1/2

I103-1/2

I103-3

I103-4

I103-5

I103-6

I104-1

I104-1

I104-3

I104-6

I104-5

I104-2

I104-7

5 gpm min. flow.

OWNER:

DATE:

SHEET TITLE:

2/13/2015 - CD-01

TRUELIFE COMPANIES

5251 DTC PARKWAY

SUITE 1175

GREENWOOD VILLAGE

COLORADO

80111

8/6/2015 - CD-02

Know what's

R

10/22/2015 - CD-03

1/21/2016 - CD-04

4/07/2016 - CD-05

NOTES &SCHEDULE

I100

OWNER:

DATE:

SHEET TITLE:

2/13/2015 - CD-01

TRUELIFE COMPANIES

5251 DTC PARKWAY

SUITE 1175

GREENWOOD VILLAGE

COLORADO

80111

8/6/2015 - CD-02

Know what's

R

10/22/2015 - CD-03

1/21/2016 - CD-04

4/07/2016 - CD-05

IRRIGATIONCALCULATIONS

I101

VALVE OPERATING SCHEDULE

PRESSURE LOSS CALCULATIONS - WORST CASE ZONE

4''W

4''W

4''W

4''W

4''W

4''W

4''W

4''W

4''W

G

E. 144TH AVEQ

G

T E. 144TH AVE

FAIR

FAX

AVEN

UE

SSC

Q

M

4''W

4''W

4''W

4''W

4''W

4''W

4''W

4''W

4''W

4''W

G

G

E. 144TH AVE

Q

4''W

4

'

'

W

G

G

T

W

W

W

E

E. 144TH AVEHO

LLY

STRE

ET

SYMBOL

IRRIGATIONPOINT OF

CONNECTION

BACKFLOWPREVENTER

CONTROLVALVE

GATE VALVE

PVC MAINLINE

SLEEVING

IRRIGATIONMETER

SENSOR

IRRIGATIONCONTROLLER

QUICKCOUPLER

SS

DESCRIPTION

MASTERVALVE / FLOW

SENSOR

SERVICE LINE

C

DETAIL

Q

SHRUB SPRAY8' - 10'

IRRIGATION SCHEDULE

XX"# - XX

VALVE CALLOUTS

Zone Designation:S (Shrub Spray)

Valve/Station Number

Valve Flow: (GPM)Valve Size

PVC SPRAYLATERAL

POC

M

I103-2/3

I103-1/2

I103-1/2

I103-4

I103-5

I104-3

I104-6I104-5

I104-2

I104-7

I103-6

I104-1I104-1

OWNER:

DATE:

SHEET TITLE:

2/13/2015 - CD-01

TRUELIFE COMPANIES

5251 DTC PARKWAY

SUITE 1175

GREENWOOD VILLAGE

COLORADO

80111

8/6/2015 - CD-02

Know what's

R

10/22/2015 - CD-03

1/21/2016 - CD-04

4/07/2016 - CD-05

IRRIGATIONPLAN

I102

KEY MAP

I102A I102B I102C I102D144TH AVE

HO

LLY

S

T

P

A

R

K

W

A

Y

F

A

I

R

F

A

X

MATC

HLIN

E - S

EE S

ECTI

ON B

MATC

HLIN

E - S

EE S

ECTI

ON C

MATC

HLIN

E - S

EE S

ECTI

ON D

MATC

HLIN

E - S

EE S

ECTI

ON A

MATC

HLIN

E - S

EE S

ECTI

ON B

MATC

HLIN

E - S

EE S

ECTI

ON C

MEDIAN SECTION A

MEDIAN SECTION B

MEDIAN SECTION C

MEDIAN SECTION D

POC

POC ELEVATION:5,270'

IRRIGATION VALVES AND MAINLINE ARE SHOWN FORGRAPHIC CLARITY ON THIS PLAN. VALVES SHALL BE

LOCATED IN PLANTING AREAS. MAINLINE ANDSLEEVES SHALL BE LOCATED UNDER THE MEDIANWITHIN THE CURBS. COORDINATE LOCATION WITH

CIVIL UTILITY PLANS AND OWNER'S REPRESENTATIVEPRIOR TO CURB AND PAVING INSTALLATION.

34.52"1 - S

17.61.5"2 - S

17.61.5"3 - S

21.01.0"4 - S

IRRIGATION TAP AND CONNECTION TO METER ARESHOWN FOR REFERENCE. COORDINATE LOCATION OF

CONNECTION, CURB STOP AND METER WITH CIVILUTILITY PLANS AND OWNER'S REPRESENTATIVE PRIOR

TO CURB AND PAVING INSTALLATION.

REFER TO THE CIVIL CONSTRUCTION PLANS FOR THEMEDIAN HARDSCAPE DESIGN INCLUDING MEDIAN LIMITS,MEDIAN COVER, MEDIAN NOSES, AND MEDIAN TRENCH.

21.01.0"5 - T

24.71.0"6 - S

IRRIGATION IRRIGATION EQUIPMENT INCLUDINGBACKFLOW PREVENTER, CONTROLLER PEDESTAL AND

RAIN SENSOR LOCATIONS ARE SHOWN FORREFERENCE. COORDINATE LOCATION OF AVAILABLE

POWER CONNECTION AND SENSOR PLACEMENT WITHELECTRICAL SERVICE PLANS AND OWNER'SREPRESENTATIVE PRIOR TO INSTALLATION.

IRRIGATION MAINLINE AND TURF LATERALS TO BEINSTALLED ADJACENT TO CURBING. MAINLINE IS

SHOWN FOR GRAPHIC CLARITY. SEE SHEET I104 DETAIL1 AND COORDINATE WITH OWNER'S REPRESENTATIVE

PRIOR TO LANDSCAPE INSTALLATION.

RAINBIRD WR2 WIRELESS RAIN SENSOR (POLE MOUNTED)SCALE: NTS

1-1/2" x 1-1/2" F x F SCH. 40 GALV.TEE WITH 1-1/2" PLUG.WIRELESS RAIN SENSOR, LOCATEWITHIN 700' OF THECONTROLLER.1-1/2" DIAMETER SCH. 40GALVANIZED STEEL POST.12" DIA. CONCRETE BASE-FORMWITH SONA-TUBE OR EQ. POSTSHALL BE CENTERED WITHINBASE.

NOTE:1. INSTALL WR-2 NO GREATER THAN 700' FROM THE RECEIVER.2. INSTALL PER MANUFACTURER'S SPECIFICATIONS.3. SLOPE TOP OF FOOTER AWAY FROM POLE.4. FINAL LOCATION AND MOUNTING SYSTEM TO BE APPROVED BY OWNER.

R

2

36"MIN.

12"MIN.

12" DIA.

1

2

3

410'

MIN.

CONTROLLER PER SCHEDULE

METAL PEDESTAL MOUNTENCLOSURE PER SCHEDULE1" ELECTRICAL SUPPLY CONDUIT:SIZE, TYPE, DEPTH PER LOCALCODEGROUND WIRE CONDUIT MIN.1-1/2". GROUND PER ASICGUIDELINES.6" THICK CONCRETE BASE WITHSLEEVES FOR CONDUIT.ELECTRICAL METER ANDIRRIGATION CONTROLLER SHALLBE BE ON SAME CONCRETE PAD

FINISH GRADE

CONDUIT FOR DIRECT BURRYCONTROL WIRES. EXTEND 5'FROM CONTROLLER

8

ELECTRICAL METER (PROVIDEDBY OTHERS)NOTE:

1. ALL ELECTRICAL AND CONTROLLER WIRE TO BE INSTALLED PER LOCAL CODE ANDMANUFACTURER'S SPECIFICATIONS.

2. PROVIDE LOCK AND KEY FOR ENCLOSURE.3. GROUND CONTROLLER PER LOCAL CODE, MANUFACTURER AND ASIC SPECIFICATIONS.4. PROVIDE WATERPROOF SEALANT FOR ALL CONDUIT AND WIRE ACCESS POINTS.

1

2

3

4

5

6

7

PEDESTAL CONTROLLER INSTALLATIONSCALE: NTS

8

12"MIN

4"MIN

PAVING

WRAP 12 GAUGE GALVANIZEDWIRE AROUND EACH END OFSLEEVE (10 WRAPS MIN.) ANDEXTEND TO SURFACE AS ALOCATING DEVICE.

FINISH GRADE / TOP OF DG.

COMPACT SOIL AROUND SLEEVETO SAME DENSITY AS ADJACENTUNDISTURBED SOIL.WASHED AND GRADED MORTARSAND BACKFILL IN ROCKY SOILCONDITIONS.PVC SLEEVE PER SCHEDULE.TWICE DIAMETER OF THE SUM OFTHE PIPES/ WIRESEXTEND SLEEVES 12" BEYONDEDGES OF PAVING

IRRIGATION SLEEVESCALE: NTS

NOTE:1. ALL SLEEVES SHALL BE INSPECTED PRIOR TO BACKFILLING.2. CAP SLEEVES UNTIL USE.3. MULTIPLE SLEEVES REQUIRE 4" HORIZONTAL SEPARATION WITHIN SAME SLEEVE TRENCH.4. IRRIGATION PIPE AND WIRE SHALL NOT SHARE THE SAME SLEEVE.5. MARK / STAMP - 'X' AND/OR INSTALL PLACARD AT BACK OF CURB.

12" MIN.

18" MIN. DEPTH24" MIN. DEPTHFOR MAINLINE

5

6

7

IRRIGATIONDETAILS

I103

TOP VIEW PAD

1.

4. BACKFLOW PREVENTER. PADLOCK PROTECTIVE COVER.

7.

8.

6.

ANCHOR BASE MOUNT.2.

3.

SIDE VIEW

4"

4"

ENCLOSURE LOCKING SWING DOOR (DOOR MOUNTEDTO ANCHOR BASE)

NOTES:1. SMOOTH TOUCH ANCHOR BASE.2. MOUNTING BASE SECURED IN CONCRETE WITH 3

8" J BOLTS (4 PLACES).3. EXISTING CONCRETE CORNERS WILL NEED TO 3

8"x 3" REDHEAD ANCHORS.

ENCLOSURE SWIVEL POINT ATTACHED TO MOUNTING BASE.ENCLOSURE SECURED TO BASE ( 6 PLACES )

PADLOCK.5.

LEGENDSTRONGBOX SMOOTH TOUCH BACKFLOW CAGE ASSPECIFIED PER SIZE.

POURED CONCRETE BASE, 6" MINIMUM THICKNESS. EXTEND4" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE.

BACKFLOW ENCLOSURE - STRONGBOX SMOOTH TOUCH

SCALE: NTS

OWNER:

DATE:

SHEET TITLE:

INSERT TEXT AT

0.18" HGT, CENTERED

0.25", CENTERED

TYPE DDATTE FOR

EDITING,

NEVER EXPLODE BLOCK

REMOVE FROM XREF AND INSERT FIELDS

INTO EACH SHEET INDIVIDUALLY. UPDATE

FIELD AND VERIFY THAT ALL SHEETS ARE

NAMED CORRECTLY IN THE SHEET SET

MANAGER.

2/13/2015 - CD-01

TRUELIFE COMPANIES

5251 DTC PARKWAY

SUITE 1175

GREENWOOD VILLAGE

COLORADO

80111

8/6/2015 - CD-02

10/22/2015 - CD-03

1/21/2016 - CD-04

4/07/2016 - CD-05

IRRIGATION METER SETTING VAULT

COT STANDARDIRRIGATION BACKFLOW PREVENTER AND CONNECTION SCHEMATIC

COT STANDARD

3/4" COPPER

WINTERIZATION PIPE

UNION

UNION

SENTRY CABLE GUARD

PUMP (WHEN REQUIRED)

3/4" MALE

ADAPTER

HOSE BIBB

VACUUM BREAKER

3/4"FHT X 3/4" MHT

3/4" MPT X 1/2"

FPT ADAPTER

3/4" BRASS

MPT x MHT

BOILER DRAIN

3/4" COPPER

DIG 18-028

1/2" AIR VACUUM

RELIEF VALVE

3/4" FPT X 3/4" FPT X 3/4" FPT

BRASS T

3/4" CRUSHED GRANITE

CLASS 200 6" ACCESS SLEEVE.

CARSON 910 10" ROUND VALVE BOX

WATER

METER

SIDEWALK

6" THICK CONCRETE

PAD LENGTH AS REQUIRED

SLEEVE ALL PIPING IN CONCRETE PAD

MIN. SIZE TWO TIMES DIAMETER OF PIPE

CURB

NOTE:

CONCRETE PAD PENETRATION TO BE 1" LARGER THAN SLEEVING DIAMETER.

REFER TO ENCLOSURE INSTRUCTIONS FOR CONCRETE PAD DIMENSIONS.

ALL VALVES AND FITTINGS INCLUDING RPZ SHALL MATCH SIZE OF THE SERVICE LINE FROM METER. SEE

TABLE 800-1&2 IN THESE STANDARDS AND SPECIFICATIONS FOR MORE INFORMATION.

SEE DETAIL 800-9 FOR SPECIFIC METER SETTING REQUIREMENTS.

SEE SECTION 800 OF THE WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS OF

COMPONENTS.

EXTEND CRUSHED GRAVEL SUMP 6" BEYOND THE PERIMETER OF EACH ACCESS BOX FOR SUPPORT AND

DRAINAGE.

EXTEND TO MINIMUM 4" TAP

WITH DIP OR C900 PIPE

CAST IRON GATE VALVE

SEE COT DETAIL:

#200-6A/B 4" MINIMUM

SERVICE LINE

FROM WATER METER

REDUCED PRESSURE BACKFLOW

PREVENTER - FEBCO 825YA (2" AND BELOW)

BACKFLOW BLOWOUT

WITH 3/4" MALE

THREAD CAP

BACKFLOW ENCLOSURE -

STRONGBOX SMOOTH TOUCH

BUCKNER QB44LRCAR10

QUICK COUPLER VALVE

MASTER VALVE -TORO 220

LINE SIZE, WITH UNIONS

FLOW SENSOR

DATA INDUSTRIAL

DRAIN VALVE - LINE SIZE

CRUSHED GRAVEL SUMP

RAINBIRD PUMP

BOOSTER PUMP DETAIL:

WHEN REQUIRED

TYPE "K" CLASS 200

PVC PIPE HARD

COPPER

12"

MASTER VALVE

QUICK COUPLER

BACKFLOW PREVENTER

ELECTRICAL

PANEL

CONTROLLER

RIGHT OF WAY

PLANTING BED

METER

CURB STOP

SIDEWALK

TURF AREA

PLANT

SCREENING

TO CONCEAL

EQUIPMENT

FLOW SENSOR

GATE VALVE (TYP)

PUMP BYPASS

10" LOCKING ROUND BOX &COVER PER SCHEDULE. TOP OFBOX TO BE FLUSH WITH FINISHGRADE.

2" VALVE MARKER

2" CL160 PVC ACCESS SLEEVELENGTH AS REQUIRED.

3" DEPTH 3/4" CRUSHED GRAVEL6" BEYOND EDGE OF BOX

PVC PRESSURE MAIN LINE

SCH. 80 TEE PER MAINLINE SIZE.ALIGN IN A DOWNWARD POSITIONSCH. 80 PVC NIPPLE

FINISH GRADE

1" BRONZE STOP VALVE WITHSLOTTED KEY OPERATOR

SCH. 80 PVC ELL

SCH. 80 PVC NIPPLE

3/4" GRAVEL SUMP - 1 CU. FT. MIN

SOIL BLANKET ENCLOSING SUMPAMOCO ENG. FABRIC 4545 - 4.5OZ. OR EQUAL

4

3

2

1

MANUAL DRAIN VALVESCALE: NTS

NOTE:1. ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.2. LOCATE DRAIN VALVE AT POINT OF CONNECTION AND AT ALL LOW POINT(S) ALONG THE

IRRIGATION MAINLINE AS NEEDED.

5

6

7

8

9

10

11

12

13

6" ROUND BOX & COVER PERSCHEDULE. TOP OF BOX TOFLUSH WITH FINISH GRADE

FINISH GRADE

QUICK COUPLING VALVE W/LOCKING COVER PER SCHEDULE

SCH. 80 NIPPLE

3" DEPTH 3/4" GRAVEL BASEEXTEND 6" BEYOND EDGE OF BOX

1" PVC SWING JOINT

PVC MAINLINE

24" #4 REBAR TO HOLD COUPLERIN PLACE W/ (2) STAINLESS STEELCLAMPS

QUICK COUPLERSCALE: NTS

NOTE:1. EACH QUICK COUPLER SHALL BE IN A SEPARATE VALVE BOX2. PROVIDE (1) QUICK COUPLER KEY FOR EACH QUICK COUPLER VALVE.3. QUICK COUPLER SHALL HAVE YELLOW LOCKING RUBBER COVER4. COMPACT SOIL AROUND GATE VALVE ASSEMBLY TO THE SAME DENSITY AS ADJACENT

UNDISTURBED SUBGRADE.5. ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.

1

7

2

8

3

4

5

6

PLASTIC LOCKING VALVE BOXPER SCHEDULE. TOP OF BOX TOBE FLUSH WITH FINISH GRADE

MASTER VALVE PER SCHEDULE

CONTROLLER

WIRE HARNESS PERMANUFACTURER SPECIFICATIONWATERPROOF ELECTRICALCONNECTIONS. PERMANUFACTURER SPECIFICATION

FINISH GRADE

FLOW METER PER SCHEDULE

SCH. 80 UNION (TYP)

3/4" GRAVEL SUMP 8" DEPTH

BRICK SUPPORTS 2 MIN.

3

MASTER VALVE / FLOW SENSOR INSTALLATIONSCALE: NTS

ORANGEBLACK

BLUEWHITE

NOTE:1. INSTALL ICD SENSOR AND ICD DECODERS PER HUNTER'S SPECIFICATIONS FOR

WIRING AND GROUNDING. REFER TO DETAIL X OF THIS SHEET

MINIMUM UPSTREAMDISTANCE 10x

FLOW METER SIZE

MINIMUM DOWNSTREAMDISTANCE 5x

FLOW METER SIZE

1

2 4

5

6

7

8

9

10

MEDIAN IRRIGATION LINESSCALE: NTS

CONCRETE CURB

MARKER TAPE

PVC TURF LATERAL

PVC MAINLINE

VALVE CONTROL WIRE18"

12"

6" MAXIMUM CLEAR FROM BOC

2

3

1

4

MEDIAN WIDTH VARIES

8"

PLAN

4

SECTION

NOTE:1. ALL MAINLINES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER' SPECIFICATIONS.2. ALL PVC PIPING TO BE SNAKED IN TRENCHES FOR EXPANSION AS SHOWN IN PLAN VIEW ABOVE.3. ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED AS PER LOCAL CODES.4. ALL ELECTRICAL WIRE CONNECTIONS TO VALVES AND SPLICES TO BE INSTALLED WITHIN A VALVE BOX AND MADE WITH DBY

WATERPROOF CONNECTORS, OR APPROVED EQUAL.5. BUNDLE AND TAPE WIRING AT 10' INTERVALS6. VALVE WIRES TO BE INSTALLED WITHIN MAINLINE TRENCH WHEREVER POSSIBLE.7. BEDDING MATERIAL SHALL BE 1/4” MINUS SAND, AND SHALL BE 3” BELOW LOWEST PIPE OR WIRE AND 3” ABOVE HIGHEST PIPE OR

WEIR WITHIN TRENCH.8. BEDDING MATERIAL SHALL BE IN MAINLINE TRENCH ONLY.9. EXCAVATED COVER MATERIAL SHALL BE FREE FROM DEBRIS AND ROCKS 1/2” OR GREATER.10. PIPE BEDDING MATERIAL TO BE ROCK AND DEBRIS FREE, BACKFILL IN 6” LIFTS, PUDDLE WITH WATER, BETWEEN LIFTS.

5

LOCKING ROUND BOX & COVERPER SCHEDULE. TOP OF BOX TOBE FLUSH WITH FINISH GRADE

FINISH GRADE

2" CL160 PVC ACCESS SLEEVELENGTH AS REQUIRED.

GATE VALVE W/ CROSS HANDLEAND SOLID WEDGE DISC PERSCHEDULE3/4" GRAVEL SUMP FILL IN ANDAROUND BOX AS REQUIRED.

3" DEPTH 3/4: GRAVEL EXTEND 6"BEYOND EDGE OF BOX

PVC MAINLINE AS PER PLAN

4

3

2

1

NOTE:1. COMPACT SOIL AROUND GATE VALVE ASSEMBLY TO THE SAME DENSITY AS ADJACENT

UNDISTURBED SUBGRADE.2. DO NOT REST VALVE BOX OR ACCESS SLEEVES ON MAINLINE OR LATERAL LINE.3. PROVIDE GATE VALVE KEY - LENGTH AS REQUIRED.

6

7

C

L

4" M

IN.

2" MIN.

SEE

TREN

CHIN

G DE

TAIL

FOR

PIPE

DEP

TH

GATE VALVE 3" & SMALLERSCALE: NTS

5

FINISH GRADE

POP-UP SPRAY SPRINKLER PERSCHEDULE

FLEXIBLE SWING JOINT - 18" MAX

PVC LATERAL PIPE

PVC SCH. 40 TEE OR ELL,THREADED

EDGE OF PAVING OR HEADER

POP-UP SPRAY ASSEMBLYSCALE: NTS

5

1

2

3

4

NOTE:1. AFTER FLUSHING HEADS, REGRADE AND COMPACT AS NEEDED TO RETURN TO FINISH GRADE

CONDITION.2. SPRINKLERS SHALL BE MIN. 6" FROM ANY WALLS, WALKS, COURTS, AND12" FROM TURF EDGE.3. ADJUST ALL SPRINKLERS HEADS SO THAT NO OVERSPRAY OCCURS ON ANY WALLS, WALKS,

COURTS, ETC.4. ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.5. COMPACT SOIL AROUND HEAD TO THE SAME DENSITY AS ADJACENT UNDISTURBED

SUBGRADE.

6"MIN.

6

OWNER:

DATE:

SHEET TITLE:

INSERT TEXT AT

0.18" HGT, CENTERED

0.25", CENTERED

TYPE DDATTE FOR

EDITING,

NEVER EXPLODE BLOCK

REMOVE FROM XREF AND INSERT FIELDS

INTO EACH SHEET INDIVIDUALLY. UPDATE

FIELD AND VERIFY THAT ALL SHEETS ARE

NAMED CORRECTLY IN THE SHEET SET

MANAGER.

2/13/2015 - CD-01

TRUELIFE COMPANIES

5251 DTC PARKWAY

SUITE 1175

GREENWOOD VILLAGE

COLORADO

80111

8/6/2015 - CD-02

10/22/2015 - CD-03

1/21/2016 - CD-04

4/07/2016 - CD-05

IRRIGATIONDETAILS

I104

AUTOMATIC CONTROL VALVE

COT STANDARD