0010 Phase II As Builts 4.pdf
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- 36C78625R50086
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Summary
This document set contains record drawings for irrigation infrastructure at Sacramento Valley National Cemetery Phase 2 Development located at 5810 Midway Road, Dixon, California 95620. The drawings were prepared by Anderson Engineering of MN, LLC and issued on September 21, 2021, with an original design date of June 27, 2018. The project involved landscape architecture, civil engineering, and irrigation design services under the U.S. Department of Veterans Affairs, Office of Construction and Facilities Management.
The irrigation plans detail a comprehensive system serving the cemetery expansion, including 10-inch and 4-inch main supply lines, multiple zones with 1-inch to 2.5-inch lateral pipes, and sprinkler head specifications ranging from small (.5-inch) to large (30-inch) placements. Key components documented include isolation gate valves, air/vacuum relief valves, quick coupling valves, remote control valves, pop-up rotor and spray sprinkler assemblies, individual bubblers for trees and shrubs, blow-off assemblies, and soil moisture sensors. Notable design features include conversion of rotor sprinklers to individual bubblers in three designated areas and retention of spray zones in high-density planting areas. The drawings reference five irrigation detail sheets covering valve assemblies, sprinkler placement, controller configuration, in-ground cremains sprinkler placement, and joint restraint specifications. The geotechnical engineering consultant was Terracon Consultants, Inc., with certification by Aqua Engineering, a Certified Irrigation Designer under the Irrigation Association.
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SOLANO DRIVE
FOLSOM LAKE WAY
POTAH CREEK WAY
BUTTE DRIVE
SOLANO DRIVE
FOLSOM LAKE WAY
POTAH CREEK WAY
BUTTE DRIVE
NEW BOARD;
NO LONGER
MASTER CONTROLLER
ET GAUGE
OLD LOCATION
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"10"
10"
10"
10"
10"
10" 10"
10"
4"
4"
4"
4"
2"
1.25"
MULCHED PLANTERS
TO REMAIN SPRAY ZONES DUE
TO PLANTING DENSITY
AREA TO REMAIN ROTOR ZONES
DUE TO PLANTING DENSITY AND
BEE HABITAT
THIS AREA TO REMAIN SPRAY
ZONES DUE TO PLANTING
DENSITY
THIS AREA TO BE CONVERTED
FROM ROTOR SPRINKLERS TO
INDIVIDUAL BUBBLERS FOR
TREES AND SHRUBS
THIS AREA TO BE CONVERTED
FROM ROTOR SPRINKLERS TO
INDIVIDUAL BUBBLERS FOR
TREES AND SHRUBS
THIS AREA TO BE CONVERTED
FROM ROTOR SPRINKLERS TO
INDIVIDUAL BUBBLERS FOR
TREES AND SHRUBS
THIS AREA TO BE CONVERTED
FROM ROTOR SPRINKLERS TO
INDIVIDUAL BUBBLERS FOR
TREES AND SHRUBS
THIS AREA TO BE CONVERTED
FROM ROTOR SPRINKLERS TO
INDIVIDUAL BUBBLERS FOR
TREES AND SHRUBS
1.5"
1.25"
2"
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K-80
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- 1.5"
- 1.5"
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EXCAVATE AND EXPOSE EXISTING 10-INCH MAINLINE
AT END OF ROAD. EXPOSE 3-FEET OF CONTROL
CABLES ALSO. SPLICE POMMUNICATION IN TRAFFIC
RATED CONCRETE BOX WITH STEEL LID. ROUTE WIRE
AND SLEEVES UNDER HARDSCAPE IN SEPARATE
SLEEVES. ROUTE CONTROL WIRE WITH MAINLINE
TRENCH IN TURF AREA.
RELOCATE 2 REMOTE CONTROL VALVE ASSEMBLIES VALVES
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Fi le
P at h
RECORD DRAWINGS
SEPTEMBER 21, 2021
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
Structural Engineering, Electrical Engineering:
Sacramento Valley National Cemetery Phase 2 Development
5810 Midway Rd, Dixon, CA 95620
921CM2007
Project Director
JUNE 27, 2018 RWB JDL/TWRevisions: Date:
HDR Engineering, Inc.
2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens
Irrigation:
Aqua Engineering, Inc.
375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard
Cost Estimating:
CPMI, Inc.
3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand
Geotechnical Engineering:
Terracon Consultants, Inc.
50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot
6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
A
B
C
D
E
F
KEY MAP: N.T.S.
CREEK
CREEK
ENGINEERING
ENGINEERING ARCHITECTURE LAND SURVEYING
ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE
ANDERSON
Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager
LI112
OF 262
RECORD DRAWINGS 09/21/2021
Ce rti f ie d Irrigation Designer
I R R
I G A T I O N A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
6/27/2018
NOTE:
THESE RECORD DRAWINGS
HAVE BEEN PREPARED
BASED ON INFORMATION
PROVIDED BY THE
CONTRACTOR. THE
INFORMATION PROVIDED BY
THE CONTRACTOR IS
BELIEVED TO BE RELIABLE
AND CORRECT, HOWEVER
AQUA ENGINEERING HAS
NOT FIELD VERIFIED THE
INFORMATION PROVIDED
AND IS NOT RESPONSIBLE
FOR ITS ACCURACY, NOR
FOR ERRORS OR OMISSIONS
WHICH MAY HAVE BEEN
INCORPORATED INTO THESE
DRAWINGS AS A RESULT.
IRRIGATION PLAN 12
LI101
LI102
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LEGEND
Q
2"
F
H
Q
F
H
Q
F
H
Q
0 30' 60'
BUTTE DRIVE
SU
TT
ER
BUTTE DRIVE
BUTTE DRIVE
SU
TT
ER
BUTTE DRIVE
10"
10"
4"
4"
MULCHED PLANTERS
TO REMAIN SPRAY ZONES DUE
TO PLANTING DENSITY
1.5"
1.25"
2.5" 2"
1.25"
1.5"
1.5"
1.5" 1.25"
1.5"
1.25"
1.25"
1.5" 1.25"
2"
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3"
2.5"
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2" 2.5"
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2"
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2"
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4"
4"
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2"
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1.5"1.25"
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3" 2.5"
2"
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1.25"
1.25"
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3" 2.5"
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1.5" 1.25"1.25"
4"
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.5 .5
K-75
2"
K-78
2"
K-77
2"
K-76
2"
10 20 10
K-79
1.5"
Q
Q
Q
Q
.5
.5
.5
.5 .5
.5 .5 .5
.5 .5
.5
.5 .5
.5 .5
.5 .5
.5
.5
G
.5 .5
.5
.5 .5
.5
.5
.5 .5
.5
.5 .5
.5
.5
.5 .5
.5 .5 .5
.5.5
.5
.5
.5
.5
.5
.5 .5
.5
.5 .5
.5 .5 .5
.5 .5
.5
.5
.5 .5
.5
.5
.5 .5
.5 .5
.5
.5
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Fi le
P at h
RECORD DRAWINGS
SEPTEMBER 21, 2021
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
Structural Engineering, Electrical Engineering:
Sacramento Valley National Cemetery Phase 2 Development
5810 Midway Rd, Dixon, CA 95620
921CM2007
Project Director
JUNE 27, 2018 RWB JDL/TWRevisions: Date:
HDR Engineering, Inc.
2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens
Irrigation:
Aqua Engineering, Inc.
375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard
Cost Estimating:
CPMI, Inc.
3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand
Geotechnical Engineering:
Terracon Consultants, Inc.
50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot
6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
A
B
C
D
E
F
KEY MAP: N.T.S.
CREEK
CREEK
ENGINEERING
ENGINEERING ARCHITECTURE LAND SURVEYING
ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE
ANDERSON
Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager
LI113
OF 262
RECORD DRAWINGS 09/21/2021
Ce rti f ie d Irrigation Designer
I R R
I G A T I O N A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
6/27/2018
NOTE:
THESE RECORD DRAWINGS
HAVE BEEN PREPARED
BASED ON INFORMATION
PROVIDED BY THE
CONTRACTOR. THE
INFORMATION PROVIDED BY
THE CONTRACTOR IS
BELIEVED TO BE RELIABLE
AND CORRECT, HOWEVER
AQUA ENGINEERING HAS
NOT FIELD VERIFIED THE
INFORMATION PROVIDED
AND IS NOT RESPONSIBLE
FOR ITS ACCURACY, NOR
FOR ERRORS OR OMISSIONS
WHICH MAY HAVE BEEN
INCORPORATED INTO THESE
DRAWINGS AS A RESULT.
IRRIGATION PLAN 13
LI101
LI102
LI103
LI104
LI105
LI106
LI107
LI108
LI109
LI110
LI111
LI112
LI113
LEGEND
Q
2"
F
H
Q
F
H
Q
F
H
Q
0 30' 60'
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Fi le
P at h
RECORD DRAWINGS
SEPTEMBER 21, 2021
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
Structural Engineering, Electrical Engineering:
Sacramento Valley National Cemetery Phase 2 Development
5810 Midway Rd, Dixon, CA 95620
921CM2007
Project Director
JUNE 27, 2018 RWB JDL/TWRevisions: Date:
HDR Engineering, Inc.
2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens
Irrigation:
Aqua Engineering, Inc.
375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard
Cost Estimating:
CPMI, Inc.
3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand
Geotechnical Engineering:
Terracon Consultants, Inc.
50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot
6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
A
B
C
D
E
F
KEY MAP: N.T.S.
CREEK
CREEK
ENGINEERING
ENGINEERING ARCHITECTURE LAND SURVEYING
ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE
ANDERSON
Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager
LI501
OF 262
RECORD DRAWINGS 09/21/2021
Ce rti f ie d Irrigation Designer
I R R
I G A T I O N A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
6/27/2018
NOTE:
THESE RECORD DRAWINGS
HAVE BEEN PREPARED
BASED ON INFORMATION
PROVIDED BY THE
CONTRACTOR. THE
INFORMATION PROVIDED BY
THE CONTRACTOR IS
BELIEVED TO BE RELIABLE
AND CORRECT, HOWEVER
AQUA ENGINEERING HAS
NOT FIELD VERIFIED THE
INFORMATION PROVIDED
AND IS NOT RESPONSIBLE
FOR ITS ACCURACY, NOR
FOR ERRORS OR OMISSIONS
WHICH MAY HAVE BEEN
INCORPORATED INTO THESE
DRAWINGS AS A RESULT.
C1 ISOLATION GATE VALVE
ASSEMBLY N.T.S.
C4 AIR\VACUUM RELIEF
VALVE ASSEMBLY N.T.S. C7 QUICK COUPLING VALVE
ASSEMBLY N.T.S.
F1 REMOTE CONTROL VALVE
ASSEMBLY N.T.S.
Q
IRRIGATION DETAILS 1
18"
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Fi le
P at h
RECORD DRAWINGS
SEPTEMBER 21, 2021
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
Structural Engineering, Electrical Engineering:
Sacramento Valley National Cemetery Phase 2 Development
5810 Midway Rd, Dixon, CA 95620
921CM2007
Project Director
JUNE 27, 2018 RWB JDL/TWRevisions: Date:
HDR Engineering, Inc.
2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens
Irrigation:
Aqua Engineering, Inc.
375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard
Cost Estimating:
CPMI, Inc.
3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand
Geotechnical Engineering:
Terracon Consultants, Inc.
50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot
6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
A
B
C
D
E
F
KEY MAP: N.T.S.
CREEK
CREEK
ENGINEERING
ENGINEERING ARCHITECTURE LAND SURVEYING
ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE
ANDERSON
Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager
LI502
OF 262
RECORD DRAWINGS 09/21/2021
Ce rti f ie d Irrigation Designer
I R R
I G A T I O N A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
6/27/2018
NOTE:
THESE RECORD DRAWINGS
HAVE BEEN PREPARED
BASED ON INFORMATION
PROVIDED BY THE
CONTRACTOR. THE
INFORMATION PROVIDED BY
THE CONTRACTOR IS
BELIEVED TO BE RELIABLE
AND CORRECT, HOWEVER
AQUA ENGINEERING HAS
NOT FIELD VERIFIED THE
INFORMATION PROVIDED
AND IS NOT RESPONSIBLE
FOR ITS ACCURACY, NOR
FOR ERRORS OR OMISSIONS
WHICH MAY HAVE BEEN
INCORPORATED INTO THESE
DRAWINGS AS A RESULT.
C1 POP-UP SPRAY SPRINKER
ASSEMBLY N.T.S.
F1 PULLBOX
DETAIL N.T.S.
C3 POP-UP ROTOR
ASSEMBLY N.T.S.
F4 BUBBLER
DETAIL N.T.S. F6 BLOW-OFF
ASSEMBLY N.T.S.
IRRIGATION DETAILS 2
RR
R
R
R
RR
R R
R
R
RR
R
R
R
R
R
R
C5 BUBBLER AND ROOT WELL
PLACEMENT DETAIL N.T.S.
90°
WIRE SPLICE KIT
C8 TWO WIRE PATH GROUNDING
AND SURGE PROTECTION N.T.S.
G
F7 DECODER CABLE FUSE DEVICE
DETAIL N.T.S.
D
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Fi le
P at h
RECORD DRAWINGS
SEPTEMBER 21, 2021
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
Structural Engineering, Electrical Engineering:
Sacramento Valley National Cemetery Phase 2 Development
5810 Midway Rd, Dixon, CA 95620
921CM2007
Project Director
JUNE 27, 2018 RWB JDL/TWRevisions: Date:
HDR Engineering, Inc.
2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens
Irrigation:
Aqua Engineering, Inc.
375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard
Cost Estimating:
CPMI, Inc.
3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand
Geotechnical Engineering:
Terracon Consultants, Inc.
50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot
6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
A
B
C
D
E
F
KEY MAP: N.T.S.
CREEK
CREEK
ENGINEERING
ENGINEERING ARCHITECTURE LAND SURVEYING
ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE
ANDERSON
Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager
LI503
OF 262
RECORD DRAWINGS 09/21/2021
Ce rti f ie d Irrigation Designer
I R R
I G A T I O N A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
6/27/2018
NOTE:
THESE RECORD DRAWINGS
HAVE BEEN PREPARED
BASED ON INFORMATION
PROVIDED BY THE
CONTRACTOR. THE
INFORMATION PROVIDED BY
THE CONTRACTOR IS
BELIEVED TO BE RELIABLE
AND CORRECT, HOWEVER
AQUA ENGINEERING HAS
NOT FIELD VERIFIED THE
INFORMATION PROVIDED
AND IS NOT RESPONSIBLE
FOR ITS ACCURACY, NOR
FOR ERRORS OR OMISSIONS
WHICH MAY HAVE BEEN
INCORPORATED INTO THESE
DRAWINGS AS A RESULT.
IRRIGATION DETAILS 3
F1 CONTROLLER ASSEMBLY
N.T.S.
F7 JOINT RESTRAINT
DETAIL N.T.S.
F4 IN-GROUND CREMAINS SPRINKLER PLACEMENT
DETAIL N.T.S.
A
C1 PRE-PLACED CRYPT SPRINKLER PLACEMENT
DETAIL N.T.S.
IRRIGATION
AISLE BOUNDARY
8"
4'
C6 ROOT WELL ASSEMBLY
DETAIL N.T.S. C8 SOIL MOISTURE SENSOR
DETAIL N.T.S.
Finish grade
38” x 24” x 8” concrete base
5/8” x 8’ copper ground rod 1 per SSE-D
SCH 40 PVC
electrical sweep for 120 VAC power
120 VAC junction box (included with enclosure)
#6 bare copper ground wire
Louvered vent
Calsense stainless steel factory assembled enclosure
Flip lid in open position
GFI outlet and switch
PVC Sleeve for ground rod
Allow minimum of 7 inches behind enclosure for fully opened lid
Optional dome antenna
Louvered vent
Flip lid piston
SCH 40 PVC
electrical sweep for field wires (2 typ)
Mounting J-bolt (4 typ)
38.000” Enclosure height
26.500”
2.000”
120 VAC power and grounding per National and Local electrical codes
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
ENCAPSULATED IN WATER PROOF
SPLICE CAP. DBR/Y-6
Turf-2" to 3" or top 1 3 root zone
12" WIRE BURY OR PER NEC
1 2
LAWN OR SURFACE TREATMENT
6" ROUND JUNCTION BOX - PLACE IN SHRUB BEDS
FINISHED GRADE
SENSOR - SET LENGTH HORIZONTALLY AND BLADE IN
VERTICAL POSITION WITH SLEEVED WIRES OUT OF BOTTOM
SLEEVED WIRES FROM SENSOR
SUPPORT BLOCK - 2 REQUIRED
BURY DEPTH
CABLE TO CONTROLLER
| P-SACVAL2-RD-LI112 |
| Sheets and Views |
| LI112 |
| P-SACVAL2-RD-LI113 |
| Sheets and Views |
| LI113 |
| P-SACVAL2-RD-LI501 |
| Sheets and Views |
| LI501 |
| P-SACVAL2-RD-LI502 |
| Sheets and Views |
| LI502 |
| P-SACVAL2-RD-LI503 |
| Sheets and Views |
| LI503 |
File details come from the government source that posted it. Updated .