Irrigation Drawing
2"
1" 11 2"
4"
4"
11 2"
A19
A18
A17
A16
1" 22.0
1" 12.2
1" 16.3
1" 15.7
1"
11 2 11 2"
11 2"
B3
1"
Hunter PROS-04 5` strip spray
68
Hunter PROS-04 10` radius
71
Hunter PROS-04 12` radius
31
Hunter PROS-04 15` radius
32
Hunter PROS-12 5` strip spray
19
Hunter PROS-12 10` radius
30
Hunter PROS-12 12` radius
6
Hunter PROS-12 15` radius
31
Hunter MP1000 PROS-04-PRS40-CV
15
Hunter MP2000 PROS-04-PRS40-CV
15
Hunter MP Strip PROS-04-PRS40-CV
11
MANUFACTURER/MODEL
QTY
Hunter PGP-04-LA
6
Hunter PGP-04-LA
11
Hunter PGP-04
16
Hunter PGP-04
15
Hunter PGP-04
1
MANUFACTURER/MODEL
QTY
Hunter PGV-101G 1"
24
Hunter PGV-151 Globe 1-1/2"
3
CITY HALL
Hunter HQ-44RC 1"
4
GRAND HAVEN, MI, 49417
Febco 825Y 1"
1
Febco 825Y 1-1/2"
1
A
Hunter IC-2400-PL
1
B
Hunter PC-400 with (02) PCM-300
1
RS
Hunter RAIN-CLIK
2
POC 1.5"
1
POC-1"
1
Irrigation Lateral Line: Polyethylene Pipe 100 PSI 1"
5,658 l.f.
Irrigation Lateral Line: Polyethylene Pipe 100 PSI 1 1/2"
434.7 l.f.
Irrigation Lateral Line: Polyethylene Pipe 100 PSI 2"
6.7 l.f.
Irrigation Mainline: PVC Class 160 SDR 26 1 1/2"
405.1 l.f.
Irrigation Mainline: PVC Class 160 SDR 26 2"
945.3 l.f.
Pipe Sleeve: PVC Schedule 40 2"
174.7 l.f.
"
4"
2"
2"
1"
4"
RS
B1
B2
6"
QTY
4"
4" 11 2"
MANUFACTURER/MODEL
11 2"
4" 6"
B
1" 5.20
1" 16.9
4"
1"
11 2" 11 2"
1" 20.4
2"
4"
SYMBOL
B4
2" 11 2"
1" 19.6
Project Services
SYMBOL
TM
IRRIGATION SCHEDULE
1"
1"
2" 1"
B5
11 2"
2"
4"
B8
1" 16.3
1" 4.33
SYMBOL
2"
11 2 " 1"
6"
B6
4"
650 Stephenson Highway Troy, Michigan 48083 Phone 248.588.2100 Fax 248.588.3528 www.Siteone.com 800.347.4272
1" 12.5
B7 1"
1-800-347-4272 http://www.projectservices.siteone.com
1" 11.5
A10
Project Name:
1" 16.0
A9
11 2 " 1"
1" 7.88
11 2"
1"
A1 2"
1" 14.0
1" 18.1
2" 2"
1" 6.00
A15
A8
11 2 "
Customer Name:
11 2 "
A14
1"
11 2
4"
"
2"
A2
A13
11 2 "
1" 25.9
11 2 "
1" 14.1 11 2"
1"
1" 9.23
2"
A6
A12
1" 20.5
1" 16.9 A
A11 2"
11 2 "
2"
2"
RS 11 2 "
1" 13.3
4"
Design Date:
J. LOVELL
Drawn By:
4"
Pipe Sleeve: PVC Schedule 40 4"
251.6 l.f.
Pipe Sleeve: PVC Schedule 40 6"
47.4 l.f.
02/26/16
2"
A3
11 2 "
11 2 "
112" 30.2
11 2 "
11 2 "
2" 11 2
2"
2"
4"
2"
"
2"
REVISIONS
"
Description
Date 03/01/16
2
03/07/16
3
03/30/16
4
04/02/16
A5
5
07/28/17
1 2" 37.0
6
A7 1" 17.3
A4 1 2" 28.6
2"
1
11 2 "
4"
1
4"
11 2"
11 2
11 2"
4"
11 2 "
4"
1
Drawing Title: IRRIGATION SPECIFICATIONS 1.
IRRIGATION SYSTEM DESIGN BASED ON 40 & 22 GPM AT 65 PSI.
2.
IRRIGATION DESIGN IS FROM THE POINT OF CONNECTION(POC)ONLY. THE DESIGN IS BASED ON GALLONS PER MINUTE(GPM)AND POUNDS PER SQUARE INCH(PSI)FURNISHED BY OTHERS.
3.
IRRIGATION CONTRACTOR IS TO VERIFY POINT OF CONNECTION IN THE FIELD. INSTALLER IS TO CONFIRM THE MINIMUM DISCHARGE REQUIREMENTS OF THE POINT OF CONNECTION AS INDICATED ON THE LEGEND PRIOR TO INSTALLATION.
4.
THE PRESSURE REQUIREMENT AT THE POINT OF CONNECTION IS BASED ON NO MORE THAN 5 FEET OF ELEVATION CHANGE IN THE AREAS OF IRRIGATION.
5.
ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND ACCORDING TO LOCAL BUILDING, ELECTRICAL, AND PLUMBING CODES.
6.
IRRIGATION CONTRACTOR WILL ARRANGE INSPECTIONS REQUIRED BY LOCAL AGENCIES AND ORDINANCES DURING THE COURSE OF CONSTRUCTION AS REQUIRED. ALL WIRING TO BE PER LOCAL CODE. BACKFLOW PREVENTION TO BE PER LOCAL CODE.
7.
LOCATION OF IRRIGATION COMPONENTS SHOWN ON DRAWING IS APPROXIMATE. ACTUAL PLACEMENT MAY VARY SLIGHTLY AS REQUIRED TO ACHIEVE FULL, EVEN COVERAGE.
8.
ALL SPRINKLER HEADS SHALL BE INSTALLED PERPENDICULAR TO FINISH GRADES. EXCEPT AS OTHERWISE INDICATED.
IRRIGATION DESIGN 9.
INSTALL IRRIGATION MAINS WITH A MINIMUM 18" OF COVER BASED ON FINISH GRADES. INSTALL IRRIGATION LATERALS WITH MINIMUM 12" OF COVER BASED ON FINISH GRADES.
10. PIPE LOCATIONS ARE DIAGRAMMATIC. VALVES AND MAINLINE SHOWN IN PAVED AREAS ARE FOR GRAPHIC CLARITY ONLY. 11. THE IRRIGATION CONTRACTOR SHALL COMPLY WITH PIPE SIZES AS INDICATED.
Drawing Scale:
1" = 20'
12. ALL WIRE SPLICES OR CONNECTIONS SHALL BE MADE WITH APPROVED WATERPROOF WIRE CONNECTIONS AND BE IN A VALVE OR SPLICE BOX. 13. ALL CONTROL WIRING DOWNSTREAM OF THE CONTROLLER IS TO BE 14 AWG, UL APPROVED DIRECT
Project Services Number: 95030
BURY. 14. THE DESIGN IS BASED ON THE SITE INFORMATION AND/OR DRAWING SUPPLIED WITH THE DESIGN CRITERIA BEING SET(AREA TO BE IRRIGATED, EQUIPMENT MANUFACTURER AND MODEL TO BE USED, WATER SOURCE INFORMATION, ELECTRICAL POWER AVAILABILITY, ETC...). SITEONE
Sheet Number:
LANDSCAPE SUPPLY BEARS NO RESPONSIBILITY OR LIABILITY FOR ANY ERRORS IN DESIGN OR INSTALLATION THAT ARISE DUE TO INACCURACIES IN THE ABOVE REFERENCED INFORMATION SUPPLIED TO SITEONE LANDSCAPE SUPPLY LANDSCAPES IN RELATION TO THIS PROJECT, UNLESS OTHERWISE NOTED.
IR-1
1" 11 2"
4"
4"
11 2"
A19
A18
A17
A16
1" 22.0
1" 12.2
1" 16.3
1" 15.7
1"
11 2 11 2"
11 2"
B3
1"
Hunter PROS-04 5` strip spray
68
Hunter PROS-04 10` radius
71
Hunter PROS-04 12` radius
31
Hunter PROS-04 15` radius
32
Hunter PROS-12 5` strip spray
19
Hunter PROS-12 10` radius
30
Hunter PROS-12 12` radius
6
Hunter PROS-12 15` radius
31
Hunter MP1000 PROS-04-PRS40-CV
15
Hunter MP2000 PROS-04-PRS40-CV
15
Hunter MP Strip PROS-04-PRS40-CV
11
MANUFACTURER/MODEL
QTY
Hunter PGP-04-LA
6
Hunter PGP-04-LA
11
Hunter PGP-04
16
Hunter PGP-04
15
Hunter PGP-04
1
MANUFACTURER/MODEL
QTY
Hunter PGV-101G 1"
24
Hunter PGV-151 Globe 1-1/2"
3
CITY HALL
Hunter HQ-44RC 1"
4
GRAND HAVEN, MI, 49417
Febco 825Y 1"
1
Febco 825Y 1-1/2"
1
A
Hunter IC-2400-PL
1
B
Hunter PC-400 with (02) PCM-300
1
RS
Hunter RAIN-CLIK
2
POC 1.5"
1
POC-1"
1
Irrigation Lateral Line: Polyethylene Pipe 100 PSI 1"
5,658 l.f.
Irrigation Lateral Line: Polyethylene Pipe 100 PSI 1 1/2"
434.7 l.f.
Irrigation Lateral Line: Polyethylene Pipe 100 PSI 2"
6.7 l.f.
Irrigation Mainline: PVC Class 160 SDR 26 1 1/2"
405.1 l.f.
Irrigation Mainline: PVC Class 160 SDR 26 2"
945.3 l.f.
Pipe Sleeve: PVC Schedule 40 2"
174.7 l.f.
"
4"
2"
2"
1"
4"
RS
B1
B2
6"
QTY
4"
4" 11 2"
MANUFACTURER/MODEL
11 2"
4" 6"
B
1" 5.20
1" 16.9
4"
1"
11 2" 11 2"
1" 20.4
2"
4"
SYMBOL
B4
2" 11 2"
1" 19.6
Project Services
SYMBOL
TM
IRRIGATION SCHEDULE
1"
1"
2" 1"
B5
11 2"
2"
4"
B8
1" 16.3
1" 4.33
SYMBOL
2"
11 2 " 1"
6"
B6
4"
650 Stephenson Highway Troy, Michigan 48083 Phone 248.588.2100 Fax 248.588.3528 www.Siteone.com 800.347.4272
1" 12.5
B7 1"
1-800-347-4272 http://www.projectservices.siteone.com
1" 11.5
A10
Project Name:
1" 16.0
A9
11 2 " 1"
1" 7.88
11 2"
1"
A1 2"
1" 14.0
1" 18.1
2" 2"
1" 6.00
A15
A8
11 2 "
Customer Name:
11 2 "
A14
1"
11 2
4"
"
2"
A2
A13
11 2 "
1" 25.9
11 2 "
1" 14.1 11 2"
1"
1" 9.23
2"
A6
A12
1" 20.5
1" 16.9 A
A11 2"
11 2 "
2"
2"
RS 11 2 "
1" 13.3
4"
Design Date:
J. LOVELL
Drawn By:
4"
Pipe Sleeve: PVC Schedule 40 4"
251.6 l.f.
Pipe Sleeve: PVC Schedule 40 6"
47.4 l.f.
02/26/16
2"
A3
11 2 "
11 2 "
112" 30.2
11 2 "
11 2 "
2" 11 2
2"
2"
4"
2"
"
2"
REVISIONS
"
Description
Date 03/01/16
2
03/07/16
3
03/30/16
4
04/02/16
A5
5
07/28/17
1 2" 37.0
6
A7 1" 17.3
A4 1 2" 28.6
2"
1
11 2 "
4"
1
4"
11 2"
11 2
11 2"
4"
11 2 "
4"
1
Drawing Title: IRRIGATION SPECIFICATIONS 1.
IRRIGATION SYSTEM DESIGN BASED ON 40 & 22 GPM AT 65 PSI.
2.
IRRIGATION DESIGN IS FROM THE POINT OF CONNECTION(POC)ONLY. THE DESIGN IS BASED ON GALLONS PER MINUTE(GPM)AND POUNDS PER SQUARE INCH(PSI)FURNISHED BY OTHERS.
3.
IRRIGATION CONTRACTOR IS TO VERIFY POINT OF CONNECTION IN THE FIELD. INSTALLER IS TO CONFIRM THE MINIMUM DISCHARGE REQUIREMENTS OF THE POINT OF CONNECTION AS INDICATED ON THE LEGEND PRIOR TO INSTALLATION.
4.
THE PRESSURE REQUIREMENT AT THE POINT OF CONNECTION IS BASED ON NO MORE THAN 5 FEET OF ELEVATION CHANGE IN THE AREAS OF IRRIGATION.
5.
ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND ACCORDING TO LOCAL BUILDING, ELECTRICAL, AND PLUMBING CODES.
6.
IRRIGATION CONTRACTOR WILL ARRANGE INSPECTIONS REQUIRED BY LOCAL AGENCIES AND ORDINANCES DURING THE COURSE OF CONSTRUCTION AS REQUIRED. ALL WIRING TO BE PER LOCAL CODE. BACKFLOW PREVENTION TO BE PER LOCAL CODE.
7.
LOCATION OF IRRIGATION COMPONENTS SHOWN ON DRAWING IS APPROXIMATE. ACTUAL PLACEMENT MAY VARY SLIGHTLY AS REQUIRED TO ACHIEVE FULL, EVEN COVERAGE.
8.
ALL SPRINKLER HEADS SHALL BE INSTALLED PERPENDICULAR TO FINISH GRADES. EXCEPT AS OTHERWISE INDICATED.
IRRIGATION DESIGN 9.
INSTALL IRRIGATION MAINS WITH A MINIMUM 18" OF COVER BASED ON FINISH GRADES. INSTALL IRRIGATION LATERALS WITH MINIMUM 12" OF COVER BASED ON FINISH GRADES.
10. PIPE LOCATIONS ARE DIAGRAMMATIC. VALVES AND MAINLINE SHOWN IN PAVED AREAS ARE FOR GRAPHIC CLARITY ONLY. 11. THE IRRIGATION CONTRACTOR SHALL COMPLY WITH PIPE SIZES AS INDICATED.
Drawing Scale:
1" = 20'
12. ALL WIRE SPLICES OR CONNECTIONS SHALL BE MADE WITH APPROVED WATERPROOF WIRE CONNECTIONS AND BE IN A VALVE OR SPLICE BOX. 13. ALL CONTROL WIRING DOWNSTREAM OF THE CONTROLLER IS TO BE 14 AWG, UL APPROVED DIRECT
Project Services Number: 95030
BURY. 14. THE DESIGN IS BASED ON THE SITE INFORMATION AND/OR DRAWING SUPPLIED WITH THE DESIGN CRITERIA BEING SET(AREA TO BE IRRIGATED, EQUIPMENT MANUFACTURER AND MODEL TO BE USED, WATER SOURCE INFORMATION, ELECTRICAL POWER AVAILABILITY, ETC...). SITEONE
Sheet Number:
LANDSCAPE SUPPLY BEARS NO RESPONSIBILITY OR LIABILITY FOR ANY ERRORS IN DESIGN OR INSTALLATION THAT ARISE DUE TO INACCURACIES IN THE ABOVE REFERENCED INFORMATION SUPPLIED TO SITEONE LANDSCAPE SUPPLY LANDSCAPES IN RELATION TO THIS PROJECT, UNLESS OTHERWISE NOTED.
IR-1
