36C10F18R0581-070.pdf
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SIERRA NEVADA DRIVE
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AY
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Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
F i l e
P a t h
BID DOCUMENTS
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/EGKRevisions: 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 o n e e i g h t h i n c o e f o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e r s o t o n e i n o t o n e a d e h a l f i n o t t h r e e i n c h o t
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
LI106
OF 262
C e r t i f i e d
I r r i g at io n
D e s i g n e r
I
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R
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G
A
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O
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S
O
C
I
A
T
I
O
N
CID
J
O
H
N
D
LE
O
N
A
R
D
6/27/2018
IRRIGATION PLAN 6
LI101
LI102
LI103
LI104
LI105
LI106
LI107
LI108
LI109
LI110
LI111
LI112
LI113
LEGEND
Q
H11
2"
10 10 10
.5
A
C
H
I
20 20 20
30 30 30
.75
R
J
K
G
D
S
0 30' 60'
O:\AEM\SACVALLEYPH2\P-SACVAL2-CD.dwg, 6/22/2018 4:45:32 PM, _DWG To PDF.pc3
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SIERRA NEVADA DRIVE
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MATCHLINE LI107
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AutoCAD SHX Text MAINLINE PIPE *TYPE: PVC CL 200 *SIZE: PER PLANS COMMUNICATION CABLE *TYPE: PVC CL 200 SLEEVING *TYPE: PVC CL 200 PVC CL 200 LATERAL PIPE TO SPRINKLERS *TYPE: SCH 40 PVC SCH 40 PVC *SIZE: 3/4-INCH UNLESS OTHERWISE INDICATED BUBBLER LATERALS 3/4-INCH UNLESS OTHERWISE INDICATED BUBBLER LATERALS *SIZE: 1-INCH UNLESS OTHERWISE INDICATED FOR SPRINKLER LATERALS 1-INCH UNLESS OTHERWISE INDICATED FOR SPRINKLER LATERALS POINT-OF-CONNECTION (P.O.C.) BLOW-OFF ASSEMBLY *REFER TO DETAILS ISOLATION GATE VALVE ASSEMBLY *MODEL: REFER TO SPECIFICATIONS *SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE REMOTE CONTROL VALVE ASSEMBLY *MODEL: RAIN BIRD PESB RAIN BIRD PESB *SIZE AS SHOWN QUICK COUPLING VALVE ASSEMBLY *MODEL: RAIN BIRD 44NP AIR VACUUM RELIEF VALVE ASSEMBLY *MODEL: REFER TO SPECIFICATIONS TWO WIRE PATH GROUNDING AND SURGE PROTECTION TWO WIRE PATH DECODER CABLE FUSE DEVICE SOIL MOISTURE SENSOR
AutoCAD SHX Text BUBBLER ON POPUP SPRAY SPRINKLER RAIN BIRD 1402 1800-SAM-PRS FLOW 0.5 GPM ROOT WELL ASSEMBLY POP-UP ROTOR SPRINKLER HUNTER I-25-06-SS @ 70 PSI *NUMBER WITHIN IS NOZZLE NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 20 19.2 63 19.2 63 63 HUNTER MP ROTATOR @ 40 PSI ON RAIN BIRD 1806-SAM-P45 SPRAY BODY NOZZLE: 1000 RADIUS: 14.0 FEET 1000 RADIUS: 14.0 FEET RADIUS: 14.0 FEET FLOW (GPM): Q - 0.21 H - 0.42 F - 0.84 NOZZLE: 2000 RADIUS: 20.0 FEET 2000 RADIUS: 20.0 FEET RADIUS: 20.0 FEET FLOW (GPM): Q - 0.43 H - 0.86 F - 1.48 NOZZLE: 3000 RADIUS: 30.0 FEET RADIUS: 30.0 FEET FLOW (GPM): Q - 0.86 H - 2.12 F - 3.64 POP-UP SPRINKLER: RAIN BIRD MPR SERIES ON 1806-SAM-PRS @ 30 PSI NOZZLF: 5' FLOW (GPM): Q-0.10 H-0.20 F-0.41 5' FLOW (GPM): Q-0.10 H-0.20 F-0.41 FLOW (GPM): Q-0.10 H-0.20 F-0.41 RADIUS: 8' FLOW (GPM): Q-0.26 H-0.52 F-1.05 8' FLOW (GPM): Q-0.26 H-0.52 F-1.05 FLOW (GPM): Q-0.26 H-0.52 F-1.05 RADIUS: 10' FLOW (GPM): Q-0.39 H-0.79 F-1.58 10' FLOW (GPM): Q-0.39 H-0.79 F-1.58 FLOW (GPM): Q-0.39 H-0.79 F-1.58 RADIUS: 12' FLOW (GPM): Q-0.65 H-1.30 F-2.60 12' FLOW (GPM): Q-0.65 H-1.30 F-2.60 FLOW (GPM): Q-0.65 H-1.30 F-2.60 RADIUS: 15' FLOW (GPM): Q-0.92 H-1.85 F-3.70 FLOW (GPM): Q-0.92 H-1.85 F-3.70 EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 29 STATIONS USED EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 30 STATIONS USED EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 34 STATIONS USED EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 33 STATIONS USED NEW IRRIGATION CONTROL UNIT: 128 STATION CAPACITY, 96 STATIONS USED NEW IRRIGATION CONTROL UNIT: 128 STATION CAPACITY, 82 STATIONS USED INDICATES CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES EXISTING REMOTE CONTROL VALVE ASSEMBLY EXISTING MAINLINE PIPE EXISTING LATERAL PIPE TO SPRINKLERS EXISTING ROTOR SPRINKLERS EXISTING SPRAY SPRINKLERS DEMOLITION BOUNDARY NOTE: ALL SHADED IRRIGATION COMPONENTS ARE EXISTING. PRIOR TO CONSTRUCTION A CLEAN SET OF RECORD DRAWINGS THAT THESE PLANS HAVE REFERENCED WILL BE AVAILABLE IN PDF FORMAT. THESE DEMOLITION DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE VA. THE INFORMATION PROVIDED BY THE VA IS BELIEVED TO BE RELIABLE AND CORRECT. AQUA ENGINEERING IS NOT RESPONSIBLE FOR ITS ACCURACY.
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Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
F i l e
P a t h
BID DOCUMENTS
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/EGKRevisions: 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 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t
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
LI107
OF 262
C e r t i f i e d
I r r i g at io n
D e s i g n e r
I
R
R
I
G
A
T
I
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S
O
C
I
A
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I
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CID
J
O
H
N
D
LE
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A
R
D
6/27/2018
IRRIGATION PLAN 7
LI101
LI102
LI103
LI104
LI105
LI106
LI107
LI108
LI109
LI110
LI111
LI112
LI113
LEGEND
Q
H11
2"
10 10 10
.5
A
C
H
I
20 20 20
30 30 30
.75
R
J
K
G
D
S
0 30' 60'
O:\AEM\SACVALLEYPH2\P-SACVAL2-CD.dwg, 6/22/2018 4:46:52 PM, _DWG To PDF.pc3
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AutoCAD SHX Text
10" MAIN LINE
AutoCAD SHX Text
6" MAIN LINE
AutoCAD SHX Text
1" LINE
AutoCAD SHX Text
1" LINE
AutoCAD SHX Text
2" LINE
AutoCAD SHX Text
2" LINE
AutoCAD SHX Text
2" LINE
AutoCAD SHX Text
MATCHLINE LI106
AutoCAD SHX Text
MATCHLINE LI103
AutoCAD SHX Text
MATCHLINE LI111
AutoCAD SHX Text
MATCHLINE LI108
AutoCAD SHX Text
MATCHLINE LI104
AutoCAD SHX Text MAINLINE PIPE *TYPE: PVC CL 200 *SIZE: PER PLANS COMMUNICATION CABLE *TYPE: PVC CL 200 SLEEVING *TYPE: PVC CL 200 PVC CL 200 LATERAL PIPE TO SPRINKLERS *TYPE: SCH 40 PVC SCH 40 PVC *SIZE: 3/4-INCH UNLESS OTHERWISE INDICATED BUBBLER LATERALS 3/4-INCH UNLESS OTHERWISE INDICATED BUBBLER LATERALS *SIZE: 1-INCH UNLESS OTHERWISE INDICATED FOR SPRINKLER LATERALS 1-INCH UNLESS OTHERWISE INDICATED FOR SPRINKLER LATERALS POINT-OF-CONNECTION (P.O.C.) BLOW-OFF ASSEMBLY *REFER TO DETAILS ISOLATION GATE VALVE ASSEMBLY *MODEL: REFER TO SPECIFICATIONS *SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE REMOTE CONTROL VALVE ASSEMBLY *MODEL: RAIN BIRD PESB RAIN BIRD PESB *SIZE AS SHOWN QUICK COUPLING VALVE ASSEMBLY *MODEL: RAIN BIRD 44NP AIR VACUUM RELIEF VALVE ASSEMBLY *MODEL: REFER TO SPECIFICATIONS TWO WIRE PATH GROUNDING AND SURGE PROTECTION TWO WIRE PATH DECODER CABLE FUSE DEVICE SOIL MOISTURE SENSOR
AutoCAD SHX Text BUBBLER ON POPUP SPRAY SPRINKLER RAIN BIRD 1402 1800-SAM-PRS FLOW 0.5 GPM ROOT WELL ASSEMBLY POP-UP ROTOR SPRINKLER HUNTER I-25-06-SS @ 70 PSI *NUMBER WITHIN IS NOZZLE NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 20 19.2 63 19.2 63 63 HUNTER MP ROTATOR @ 40 PSI ON RAIN BIRD 1806-SAM-P45 SPRAY BODY NOZZLE: 1000 RADIUS: 14.0 FEET 1000 RADIUS: 14.0 FEET RADIUS: 14.0 FEET FLOW (GPM): Q - 0.21 H - 0.42 F - 0.84 NOZZLE: 2000 RADIUS: 20.0 FEET 2000 RADIUS: 20.0 FEET RADIUS: 20.0 FEET FLOW (GPM): Q - 0.43 H - 0.86 F - 1.48 NOZZLE: 3000 RADIUS: 30.0 FEET RADIUS: 30.0 FEET FLOW (GPM): Q - 0.86 H - 2.12 F - 3.64 POP-UP SPRINKLER: RAIN BIRD MPR SERIES ON 1806-SAM-PRS @ 30 PSI NOZZLF: 5' FLOW (GPM): Q-0.10 H-0.20 F-0.41 5' FLOW (GPM): Q-0.10 H-0.20 F-0.41 FLOW (GPM): Q-0.10 H-0.20 F-0.41 RADIUS: 8' FLOW (GPM): Q-0.26 H-0.52 F-1.05 8' FLOW (GPM): Q-0.26 H-0.52 F-1.05 FLOW (GPM): Q-0.26 H-0.52 F-1.05 RADIUS: 10' FLOW (GPM): Q-0.39 H-0.79 F-1.58 10' FLOW (GPM): Q-0.39 H-0.79 F-1.58 FLOW (GPM): Q-0.39 H-0.79 F-1.58 RADIUS: 12' FLOW (GPM): Q-0.65 H-1.30 F-2.60 12' FLOW (GPM): Q-0.65 H-1.30 F-2.60 FLOW (GPM): Q-0.65 H-1.30 F-2.60 RADIUS: 15' FLOW (GPM): Q-0.92 H-1.85 F-3.70 FLOW (GPM): Q-0.92 H-1.85 F-3.70 EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 29 STATIONS USED EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 30 STATIONS USED EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 34 STATIONS USED EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 33 STATIONS USED NEW IRRIGATION CONTROL UNIT: 128 STATION CAPACITY, 96 STATIONS USED NEW IRRIGATION CONTROL UNIT: 128 STATION CAPACITY, 82 STATIONS USED INDICATES CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES EXISTING REMOTE CONTROL VALVE ASSEMBLY EXISTING MAINLINE PIPE EXISTING LATERAL PIPE TO SPRINKLERS EXISTING ROTOR SPRINKLERS EXISTING SPRAY SPRINKLERS DEMOLITION BOUNDARY NOTE: ALL SHADED IRRIGATION COMPONENTS ARE EXISTING. PRIOR TO CONSTRUCTION A CLEAN SET OF RECORD DRAWINGS THAT THESE PLANS HAVE REFERENCED WILL BE AVAILABLE IN PDF FORMAT. THESE DEMOLITION DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE VA. THE INFORMATION PROVIDED BY THE VA IS BELIEVED TO BE RELIABLE AND CORRECT. AQUA ENGINEERING IS NOT RESPONSIBLE FOR ITS ACCURACY.
V
F
D
T
EX. 5
PPC
EX. 7
IGC
EX. 28
PPC
EX. 8
IGC
EX.
POND
(1.2 ac.)
SUTTER BUTTE DRIVE
SOLANO
IGC
IGC
PPC
PPC
DRIVE
FOLSOM LAKE WAY
V
F
D
T
EX. 5
PPC
EX. 7
IGC
EX. 28
PPC
EX. 8
IGC
EX.
POND
(1.2 ac.)
SUTTER BUTTE DRIVE
SOLANO
IGC
IGC
PPC
PPC
DRIVE
FOLSOM LAKE WAY
4"
4"
4"
4"
4" NEW BOARD;
NO LONGER
MASTER CONTROLLER
ET GAUGE
OLD LOCATION
4"
4"
10"
10"
10"
10"
10"
10"
10"
10"
10"
6"
6"
6"
12"
10"
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10"
6"
6"
4"
2"
1.5"
1.25"
3"
3"
2"
1.5"
1.5"
1.5"
2.5"
2"
1.25"
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2"
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2"
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1.25"
1.25"
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2.5"
2"
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3"
1.5"
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1.5"
4"
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4"
2"
2"
1.25"
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2.5"
2"
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2"
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1.25"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
1.25"
2"
1.25"
2.5"
2"
1.25"
1.25"
1.5"
1.25"
1.25"
1.25"
2"
1.5"
1.25"
1.25"
2"
1.5"
1.25"
1.25"
1.25"
3"
1.25"
1.25"
2.5"
2"
2.5"
1.5"
1.25"
1.5"
2"
1.25"
2"
3"
2.5"
1.25"
3"
1.5"
1.25"
1.25"
1.25"
2"
1.25"
1.5"
2.5"
1.25"
3"
1.5"
1.25"
1.25"
6"
10"
2"
1.25"
1.5"
1.25"
1.25"
TYP
TYP
TYP
1.25"
3"
2.5"
2.5"
1.25"
1.25"
2.5"
3"
2.5"
3"
IRRIGATION VALVES MAY BE SHOWN OUTSIDE OF THE
PLANTING BED FOR CLARITY ONLY.
INSTALL ALL VALVES ATLEAST 2-FEET INTO PLANTING BEDS.
IRRIGATION VALVES MAY BE SHOWN OUTSIDE OF THE
PLANTING BED FOR CLARITY ONLY.
INSTALL ALL VALVES ATLEAST 2-FEET INTO PLANTING BEDS.
IRRIGATION VALVES MAY BE SHOWN OUTSIDE OF THE
PLANTING BED FOR CLARITY ONLY.
INSTALL ALL VALVES ATLEAST 2-FEET INTO PLANTING BEDS.
IRRIGATION VALVES MAY BE SHOWN OUTSIDE OF THE
PLANTING BED FOR CLARITY ONLY.
INSTALL ALL VALVES ATLEAST 2-FEET INTO PLANTING BEDS.
3"
2"
2"
1.25"
2"
1.25"
3"
3"
2.5"
2"
2" 1.25"
1.25"
3"
2.5"
1.25"
2.5"
2"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
3"
3"
1.25"
2.5"
2"
1.5"
3"
3"
2.5"
2"
1.25"
2.5"
2"
2"
1.5"
1.5"
1.25"
1.25"
1.25"
1.25"
2"
1.5"
1.5"
1.25"
1.25"
1.5"
1.5"
2"
1.5"
1.25"
1.25"
2.5"
2"
2"
1.5"
1.25"
1.25"
3"
1.25"
2"
1.25"
2.5"
2"
1.25"
RB 5000 MPR-25 THIS
AREA
PPC
PPC
IGC
IGC
EX. 5
PPC
EX. 7
IGC
EX. 28
PPC
EX. 27
PPC
IGC
2"
1.25"
1.25"
1.25"
4"
G
ET
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K-43
1.5"
K-63
1"
Q
K-56
2"
K-59
1.5"
K-58
2"
K-55
2"
K-49
2"
K-48
2"
K-47
2"
K-46
2"
K-52
2"
K-51
2"
K-50
1.5"
K-57
2"
K-54
1.5"
K-53
2"
K-44
2"
K-45
1"
K-35
1.5"
K-36
2"
K-37
2"
K-24
2"
K-23
2"
K-22
2"
K-21
2"
.5
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K-42
1"
K-41
2"
.5
.5 .5
.5
.5
.5
.5
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.5
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.5
K-64
1"
K-63
2"
K-62
2"
.5
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K-40
1.5"
K-39
1"
K-38
1"
1.5"
1"
1"
Q
Q
Q
Q
Q
K-34
2"
K-33
2"
K-32
2"
K-25
2"
K-26
2"
K-27
2"
K-28
2"
K-30
2"
K-29
1"
K-31
1"
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0 1
K-60
1"
.5
.5
G
G
G
G
G
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
F i l e
P a t h
BID DOCUMENTS
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/EGKRevisions: 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 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t
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
LI108
OF 262
C e r t i f i e d
I r r i g at io n
D e s i g n e r
I
R
R
I
G
A
T
I
O
N
A S
S
O
C
I
A
T
I
O
N
CID
J
O
H
N
D
LE
O
N
A
R
D
6/27/2018
IRRIGATION PLAN 8
LI101
LI102
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LI109
LI110
LI111
LI112
LI113
LEGEND
Q
H11
2"
10 10 10
.5
A
C
H
I
20 20 20
30 30 30
.75
R
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D
S
0 30' 60'
O:\AEM\SACVALLEYPH2\P-SACVAL2-CD.dwg, 6/22/2018 4:48:08 PM, _DWG To PDF.pc3
AutoCAD SHX Text 66.60
AutoCAD SHX Text H
AutoCAD SHX Text 65.79
AutoCAD SHX Text
HHE
AutoCAD SHX Text 64.54
AutoCAD SHX Text 64.72
AutoCAD SHX Text 64.66
AutoCAD SHX Text 64.68
AutoCAD SHX Text
CO
AutoCAD SHX Text
10" MAIN LINE
AutoCAD SHX Text
10" MAIN
AutoCAD SHX Text
10" MAIN LINE
AutoCAD SHX Text H
AutoCAD SHX Text
NEVADA
AutoCAD SHX Text
PUMPS
AutoCAD SHX Text
6" MAIN
AutoCAD SHX Text
12" MAIN
AutoCAD SHX Text
10" MAIN
AutoCAD SHX Text
10" MAIN
AutoCAD SHX Text
6" MAIN LINE
AutoCAD SHX Text
6" MAIN LINE
AutoCAD SHX Text
10" MAIN
AutoCAD SHX Text
1" LINE
AutoCAD SHX Text
3/4" LINE
AutoCAD SHX Text
3/4" LINE
AutoCAD SHX Text
3/4" LINE
AutoCAD SHX Text
2" LINE
AutoCAD SHX Text
2" LINE
AutoCAD SHX Text
30" HDPE
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
SIERRA
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 66.60
AutoCAD SHX Text H
AutoCAD SHX Text 65.79
AutoCAD SHX Text
HHE
AutoCAD SHX Text 64.54
AutoCAD SHX Text 64.72
AutoCAD SHX Text 64.66
AutoCAD SHX Text 64.68
AutoCAD SHX Text
CO
AutoCAD SHX Text
10" MAIN LINE
AutoCAD SHX Text
10" MAIN
AutoCAD SHX Text
10" MAIN LINE
AutoCAD SHX Text H
AutoCAD SHX Text
NEVADA
AutoCAD SHX Text
PUMPS
AutoCAD SHX Text
6" MAIN
AutoCAD SHX Text
12" MAIN
AutoCAD SHX Text
10" MAIN
AutoCAD SHX Text
10" MAIN
AutoCAD SHX Text
6" MAIN LINE
AutoCAD SHX Text
6" MAIN LINE
AutoCAD SHX Text
10" MAIN
AutoCAD SHX Text
1" LINE
AutoCAD SHX Text
3/4" LINE
AutoCAD SHX Text
3/4" LINE
AutoCAD SHX Text
3/4" LINE
AutoCAD SHX Text
2" LINE
AutoCAD SHX Text
2" LINE
AutoCAD SHX Text
30" HDPE
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
SIERRA
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MATCHLINE LI107
AutoCAD SHX Text
MATCHLINE LI111
AutoCAD SHX Text
MATCHLINE LI109
AutoCAD SHX Text
MATCHLINE LI105
AutoCAD SHX Text
MATCHLINE LI104
AutoCAD SHX Text
MATCHLINE LI112
AutoCAD SHX Text MAINLINE PIPE *TYPE: PVC CL 200 *SIZE: PER PLANS COMMUNICATION CABLE *TYPE: PVC CL 200 SLEEVING *TYPE: PVC CL 200 PVC CL 200 LATERAL PIPE TO SPRINKLERS *TYPE: SCH 40 PVC SCH 40 PVC *SIZE: 3/4-INCH UNLESS OTHERWISE INDICATED BUBBLER LATERALS 3/4-INCH UNLESS OTHERWISE INDICATED BUBBLER LATERALS *SIZE: 1-INCH UNLESS OTHERWISE INDICATED FOR SPRINKLER LATERALS 1-INCH UNLESS OTHERWISE INDICATED FOR SPRINKLER LATERALS POINT-OF-CONNECTION (P.O.C.) BLOW-OFF ASSEMBLY *REFER TO DETAILS ISOLATION GATE VALVE ASSEMBLY *MODEL: REFER TO SPECIFICATIONS *SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE REMOTE CONTROL VALVE ASSEMBLY *MODEL: RAIN BIRD PESB RAIN BIRD PESB *SIZE AS SHOWN QUICK COUPLING VALVE ASSEMBLY *MODEL: RAIN BIRD 44NP AIR VACUUM RELIEF VALVE ASSEMBLY *MODEL: REFER TO SPECIFICATIONS TWO WIRE PATH GROUNDING AND SURGE PROTECTION TWO WIRE PATH DECODER CABLE FUSE DEVICE SOIL MOISTURE SENSOR
AutoCAD SHX Text BUBBLER ON POPUP SPRAY SPRINKLER RAIN BIRD 1402 1800-SAM-PRS FLOW 0.5 GPM ROOT WELL ASSEMBLY POP-UP ROTOR SPRINKLER HUNTER I-25-06-SS @ 70 PSI *NUMBER WITHIN IS NOZZLE NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 20 19.2 63 19.2 63 63 HUNTER MP ROTATOR @ 40 PSI ON RAIN BIRD 1806-SAM-P45 SPRAY BODY NOZZLE: 1000 RADIUS: 14.0 FEET 1000 RADIUS: 14.0 FEET RADIUS: 14.0 FEET FLOW (GPM): Q - 0.21 H - 0.42 F - 0.84 NOZZLE: 2000 RADIUS: 20.0 FEET 2000 RADIUS: 20.0 FEET RADIUS: 20.0 FEET FLOW (GPM): Q - 0.43 H - 0.86 F - 1.48 NOZZLE: 3000 RADIUS: 30.0 FEET RADIUS: 30.0 FEET FLOW (GPM): Q - 0.86 H - 2.12 F - 3.64 POP-UP SPRINKLER: RAIN BIRD MPR SERIES ON 1806-SAM-PRS @ 30 PSI NOZZLF: 5' FLOW (GPM): Q-0.10 H-0.20 F-0.41 5' FLOW (GPM): Q-0.10 H-0.20 F-0.41 FLOW (GPM): Q-0.10 H-0.20 F-0.41 RADIUS: 8' FLOW (GPM): Q-0.26 H-0.52 F-1.05 8' FLOW (GPM): Q-0.26 H-0.52 F-1.05 FLOW (GPM): Q-0.26 H-0.52 F-1.05 RADIUS: 10' FLOW (GPM): Q-0.39 H-0.79 F-1.58 10' FLOW (GPM): Q-0.39 H-0.79 F-1.58 FLOW (GPM): Q-0.39 H-0.79 F-1.58 RADIUS: 12' FLOW (GPM): Q-0.65 H-1.30 F-2.60 12' FLOW (GPM): Q-0.65 H-1.30 F-2.60 FLOW (GPM): Q-0.65 H-1.30 F-2.60 RADIUS: 15' FLOW (GPM): Q-0.92 H-1.85 F-3.70 FLOW (GPM): Q-0.92 H-1.85 F-3.70 EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 29 STATIONS USED EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 30 STATIONS USED EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 34 STATIONS USED EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 33 STATIONS USED NEW IRRIGATION CONTROL UNIT: 128 STATION CAPACITY, 96 STATIONS USED NEW IRRIGATION CONTROL UNIT: 128 STATION CAPACITY, 82 STATIONS USED INDICATES CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES EXISTING REMOTE CONTROL VALVE ASSEMBLY EXISTING MAINLINE PIPE EXISTING LATERAL PIPE TO SPRINKLERS EXISTING ROTOR SPRINKLERS EXISTING SPRAY SPRINKLERS DEMOLITION BOUNDARY NOTE: ALL SHADED IRRIGATION COMPONENTS ARE EXISTING. PRIOR TO CONSTRUCTION A CLEAN SET OF RECORD DRAWINGS THAT THESE PLANS HAVE REFERENCED WILL BE AVAILABLE IN PDF FORMAT. THESE DEMOLITION DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE VA. THE INFORMATION PROVIDED BY THE VA IS BELIEVED TO BE RELIABLE AND CORRECT. AQUA ENGINEERING IS NOT RESPONSIBLE FOR ITS ACCURACY.
COMMITTAL SHELTER ROAD
SOLANO
SUTTER
IGC
DRIVE
BUTTE
COMMITTAL SHELTER ROAD
SOLANO
SUTTER
IGC
DRIVE
BUTTE
4"
10"
10"
10"
10"10"
10"
4"
4"
4"
4"
2.5"
1.25"
1.25"
1.25"
2"
1.25"
1.5"
3"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
1.25"
2"
1.25"
2.5"
2"
2"
1.25" 1.25"
2"
1.25"
2.5"
1.25"
2"
1.5"
1.25"
2"
2"
1.5"
1.25"
1.25"
1.25"
1.25"
1.25"
1.5"
1.5"
1.25"
2"
2"
2"
1.25"
1.25" 1.5"
1.25"
1.25"
1.5"
1.5"
1.25"
1.5"
1.25"
1.25"
1.5"
1.25"
1.25"
1.25"
3"
2.5"
2"
4"
4"
10"
10"
2.5"
1.5"
2"
1.5"
1.5"
1.5"
1.25"
1.25"
1.25"
1.25"
TYP
TYP
3"
2.5"
1.25"
IRRIGATION VALVES MAY BE SHOWN OUTSIDE OF THE
PLANTING BED FOR CLARITY ONLY.
INSTALL ALL VALVES ATLEAST 2-FEET INTO PLANTING BEDS.
1.25"
1.25"
1.25"
1.25"
1.25"
1.25"
1.25"
2"
1.25"
1.5"
1.25"
1.5"
1.25"
2"
1.5"
1.25"
1.25"
1.25"
2.5"
1.25"
2.5"
2"
1.25"
1.25"
PPC
1.5"
1.5"
1.5"
1.25"
1.25"
2"
3"
2.5" 1.25"
2"
1.5"
2"
1.25"
1.25"
1.25"
1.25"
1.25"
1.25"
1.25"
1.5"
1.25"
3"
2.5"
4"
4"
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
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.5
.5
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.5
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.5
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.5
.5
.5
.5
.5
.5
.5
2"
.5
.5
.5
.5
.5
.5
.5
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.5
.5
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.5
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.5
.5
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.5
.5
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.5
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.5
.5
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.5
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.5.5
.5
.5
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.5
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.5
.5
.5
.5 .5
.5
.5
K-18
1"
K-20
1.5"
K-72
2"
K-71
2"
K-70
1.5"
K-69
1.5"
Q
.5
.5
1.5"
2"
.5
.5 .5
.5
.5
.5
.5
.5
.5
.5
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.5
.5
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.5
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.5
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.5
.5
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.5
.5
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.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
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.5
.5
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.5
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.5
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.5
.5
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.5
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.5
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.5
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.5
.5
.5
.5
.5
K-66
2"
K-65
1.5"
K-19
1.5"
K-73
2"
Q
Q
Q
Q
Q
.5
.5
.5
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.5
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.5
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.5
.5
.5
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.5
.5
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.5
.5
.5
.5
0 3
K-74
1.5"
D
D
G
G
G
.5
.5
.5
.5
.5
.5
.5
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.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
K-67
2"
K-68
2"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
F i l e
P a t h
BID DOCUMENTS
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/EGKRevisions: 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 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t
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
LI109
OF 262
C e r t i f i e d
I r r i g at io n
D e s i g n e r
I
R
R
I
G
A
T
I
O
N
A S
S
O
C
I
A
T
I
O
N
CID
J
O
H
N
D
LE
O
N
A
R
D
6/27/2018
IRRIGATION PLAN 9
LI101
LI102
LI103
LI104
LI105
LI106
LI107
LI108
LI109
LI110
LI111
LI112
LI113
LEGEND
Q
H11
2"
10 10 10
.5
A
C
H
I
20 20 20
30 30 30
.75
R
J
K
G
D
S
0 30' 60'
O:\AEM\SACVALLEYPH2\P-SACVAL2-CD.dwg, 6/22/2018 4:49:28 PM, _DWG To PDF.pc3
AutoCAD SHX Text S W E E N E Y C R E E K
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S W E E N E Y C R E E K
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MATCHLINE LI108
AutoCAD SHX Text
MATCHLINE LI105
AutoCAD SHX Text
MATCHLINE LI113
AutoCAD SHX Text
MATCHLINE LI112
AutoCAD SHX Text MAINLINE PIPE *TYPE: PVC CL 200 *SIZE: PER PLANS COMMUNICATION CABLE *TYPE: PVC CL 200 SLEEVING *TYPE: PVC CL 200 PVC CL 200 LATERAL PIPE TO SPRINKLERS *TYPE: SCH 40 PVC SCH 40 PVC *SIZE: 3/4-INCH UNLESS OTHERWISE INDICATED BUBBLER LATERALS 3/4-INCH UNLESS OTHERWISE INDICATED BUBBLER LATERALS *SIZE: 1-INCH UNLESS OTHERWISE INDICATED FOR SPRINKLER LATERALS 1-INCH UNLESS OTHERWISE INDICATED FOR SPRINKLER LATERALS POINT-OF-CONNECTION (P.O.C.) BLOW-OFF ASSEMBLY *REFER TO DETAILS ISOLATION GATE VALVE ASSEMBLY *MODEL: REFER TO SPECIFICATIONS *SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE REMOTE CONTROL VALVE ASSEMBLY *MODEL: RAIN BIRD PESB RAIN BIRD PESB *SIZE AS SHOWN QUICK COUPLING VALVE ASSEMBLY *MODEL: RAIN BIRD 44NP AIR VACUUM RELIEF VALVE ASSEMBLY *MODEL: REFER TO SPECIFICATIONS TWO WIRE PATH GROUNDING AND SURGE PROTECTION TWO WIRE PATH DECODER CABLE FUSE DEVICE SOIL MOISTURE SENSOR
AutoCAD SHX Text BUBBLER ON POPUP SPRAY SPRINKLER RAIN BIRD 1402 1800-SAM-PRS FLOW 0.5 GPM ROOT WELL ASSEMBLY POP-UP ROTOR SPRINKLER HUNTER I-25-06-SS @ 70 PSI *NUMBER WITHIN IS NOZZLE NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 20 19.2 63 19.2 63 63 HUNTER MP ROTATOR @ 40 PSI ON RAIN BIRD 1806-SAM-P45 SPRAY BODY NOZZLE: 1000 RADIUS: 14.0 FEET 1000 RADIUS: 14.0 FEET RADIUS: 14.0 FEET FLOW (GPM): Q - 0.21 H - 0.42 F - 0.84 NOZZLE: 2000 RADIUS: 20.0 FEET 2000 RADIUS: 20.0 FEET RADIUS: 20.0 FEET FLOW (GPM): Q - 0.43 H - 0.86 F - 1.48 NOZZLE: 3000 RADIUS: 30.0 FEET RADIUS: 30.0 FEET FLOW (GPM): Q - 0.86 H - 2.12 F - 3.64 POP-UP SPRINKLER: RAIN BIRD MPR SERIES ON 1806-SAM-PRS @ 30 PSI NOZZLF: 5' FLOW (GPM): Q-0.10 H-0.20 F-0.41 5' FLOW (GPM): Q-0.10 H-0.20 F-0.41 FLOW (GPM): Q-0.10 H-0.20 F-0.41 RADIUS: 8' FLOW (GPM): Q-0.26 H-0.52 F-1.05 8' FLOW (GPM): Q-0.26 H-0.52 F-1.05 FLOW (GPM): Q-0.26 H-0.52 F-1.05 RADIUS: 10' FLOW (GPM): Q-0.39 H-0.79 F-1.58 10' FLOW (GPM): Q-0.39 H-0.79 F-1.58 FLOW (GPM): Q-0.39 H-0.79 F-1.58 RADIUS: 12' FLOW (GPM): Q-0.65 H-1.30 F-2.60 12' FLOW (GPM): Q-0.65 H-1.30 F-2.60 FLOW (GPM): Q-0.65 H-1.30 F-2.60 RADIUS: 15' FLOW (GPM): Q-0.92 H-1.85 F-3.70 FLOW (GPM): Q-0.92 H-1.85 F-3.70 EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 29 STATIONS USED EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 30 STATIONS USED EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 34 STATIONS USED EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 33 STATIONS USED NEW IRRIGATION CONTROL UNIT: 128 STATION CAPACITY, 96 STATIONS USED NEW IRRIGATION CONTROL UNIT: 128 STATION CAPACITY, 82 STATIONS USED INDICATES CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES EXISTING REMOTE CONTROL VALVE ASSEMBLY EXISTING MAINLINE PIPE EXISTING LATERAL PIPE TO SPRINKLERS EXISTING ROTOR SPRINKLERS EXISTING SPRAY SPRINKLERS DEMOLITION BOUNDARY NOTE: ALL SHADED IRRIGATION COMPONENTS ARE EXISTING. PRIOR TO CONSTRUCTION A CLEAN SET OF RECORD DRAWINGS THAT THESE PLANS HAVE REFERENCED WILL BE AVAILABLE IN PDF FORMAT. THESE DEMOLITION DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE VA. THE INFORMATION PROVIDED BY THE VA IS BELIEVED TO BE RELIABLE AND CORRECT. AQUA ENGINEERING IS NOT RESPONSIBLE FOR ITS ACCURACY.
SO
LA
NO
D
RI
VE
MIDWAY ROAD
EX. 1
PPC
EX. 2
PPC
SO
LA
NO
D
RI
VE
MIDWAY ROAD
EX. 1
PPC
EX. 2
PPC
10"
10"
8" 8"
10"
10"
6"
10"
10"
10"
10"
10"
1.25"
ENTRY PLANTER TO REMAIN
SPRAY ZONE DUE TO PLANTING
DENSITY
1.25"
2"
1.5"
1.5"
1.25"
1.25"
1.25"
1.25"
1.25"
1.5"
2"
2"
2.5"
2.5"
CURRENTLY IRRIGATED WITH
BUBBLERS
CURRENTLY IRRIGATED WITH
BUBBLERS
2"
2"
2"
1.5"
1.5"
1.25"
2"
2.5"
2"
1.25"
EX. 2
PPC
EX. 1
PPC
D
.5
.5
.5
.5
.5
.5
.5
.5
.5 .5
.5
.5
.5
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Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
F i l e
P a t h
BID DOCUMENTS
Office of
Construction and Facilities Management
U.S. Department of Veterans Affairs
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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/EGKRevisions: 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 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t
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
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6/27/2018
IRRIGATION PLAN 10
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O:\AEM\SACVALLEYPH2\P-SACVAL2-CD.dwg, 6/22/2018 4:50:48 PM, _DWG To PDF.pc3
AutoCAD SHX Text H
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AutoCAD SHX Text MAINLINE PIPE *TYPE: PVC CL 200 *SIZE: PER PLANS COMMUNICATION CABLE *TYPE: PVC CL 200 SLEEVING *TYPE: PVC CL 200 PVC CL 200 LATERAL PIPE TO SPRINKLERS *TYPE: SCH 40 PVC SCH 40 PVC *SIZE: 3/4-INCH UNLESS OTHERWISE INDICATED BUBBLER LATERALS 3/4-INCH UNLESS OTHERWISE INDICATED BUBBLER LATERALS *SIZE: 1-INCH UNLESS OTHERWISE INDICATED FOR SPRINKLER LATERALS 1-INCH UNLESS OTHERWISE INDICATED FOR SPRINKLER LATERALS POINT-OF-CONNECTION (P.O.C.) BLOW-OFF ASSEMBLY *REFER TO DETAILS ISOLATION GATE VALVE ASSEMBLY *MODEL: REFER TO SPECIFICATIONS *SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE REMOTE CONTROL VALVE ASSEMBLY *MODEL: RAIN BIRD PESB RAIN BIRD PESB *SIZE AS SHOWN QUICK COUPLING VALVE ASSEMBLY *MODEL: RAIN BIRD 44NP AIR VACUUM RELIEF VALVE ASSEMBLY *MODEL: REFER TO SPECIFICATIONS TWO WIRE PATH GROUNDING AND SURGE PROTECTION TWO WIRE PATH DECODER CABLE FUSE DEVICE SOIL MOISTURE SENSOR
AutoCAD SHX Text BUBBLER ON POPUP SPRAY SPRINKLER RAIN BIRD 1402 1800-SAM-PRS FLOW 0.5 GPM ROOT WELL ASSEMBLY POP-UP ROTOR SPRINKLER HUNTER I-25-06-SS @ 70 PSI *NUMBER WITHIN IS NOZZLE NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 20 19.2 63 19.2 63 63 HUNTER MP ROTATOR @ 40 PSI ON RAIN BIRD 1806-SAM-P45 SPRAY BODY NOZZLE: 1000 RADIUS: 14.0 FEET 1000 RADIUS: 14.0 FEET RADIUS: 14.0 FEET FLOW (GPM): Q - 0.21 H - 0.42 F - 0.84 NOZZLE: 2000 RADIUS: 20.0 FEET 2000 RADIUS: 20.0 FEET RADIUS: 20.0 FEET FLOW (GPM): Q - 0.43 H - 0.86 F - 1.48 NOZZLE: 3000 RADIUS: 30.0 FEET RADIUS: 30.0 FEET FLOW (GPM): Q - 0.86 H - 2.12 F - 3.64 POP-UP SPRINKLER: RAIN BIRD MPR SERIES ON 1806-SAM-PRS @ 30 PSI NOZZLF: 5' FLOW (GPM): Q-0.10 H-0.20 F-0.41 5' FLOW (GPM): Q-0.10 H-0.20 F-0.41 FLOW (GPM): Q-0.10 H-0.20 F-0.41 RADIUS: 8' FLOW (GPM): Q-0.26 H-0.52 F-1.05 8' FLOW (GPM): Q-0.26 H-0.52 F-1.05 FLOW (GPM): Q-0.26 H-0.52 F-1.05 RADIUS: 10' FLOW (GPM): Q-0.39 H-0.79 F-1.58 10' FLOW (GPM): Q-0.39 H-0.79 F-1.58 FLOW (GPM): Q-0.39 H-0.79 F-1.58 RADIUS: 12' FLOW (GPM): Q-0.65 H-1.30 F-2.60 12' FLOW (GPM): Q-0.65 H-1.30 F-2.60 FLOW (GPM): Q-0.65 H-1.30 F-2.60 RADIUS: 15' FLOW (GPM): Q-0.92 H-1.85 F-3.70 FLOW (GPM): Q-0.92 H-1.85 F-3.70 EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 29 STATIONS USED EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 30 STATIONS USED EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 34 STATIONS USED EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 33 STATIONS USED NEW IRRIGATION CONTROL UNIT: 128 STATION CAPACITY, 96 STATIONS USED NEW IRRIGATION CONTROL UNIT: 128 STATION CAPACITY, 82 STATIONS USED INDICATES CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES EXISTING REMOTE CONTROL VALVE ASSEMBLY EXISTING MAINLINE PIPE EXISTING LATERAL PIPE TO SPRINKLERS EXISTING ROTOR SPRINKLERS EXISTING SPRAY SPRINKLERS DEMOLITION BOUNDARY NOTE: ALL SHADED IRRIGATION COMPONENTS ARE EXISTING. PRIOR TO CONSTRUCTION A CLEAN SET OF RECORD DRAWINGS THAT THESE PLANS HAVE REFERENCED WILL BE AVAILABLE IN PDF FORMAT. THESE DEMOLITION DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE VA. THE INFORMATION PROVIDED BY THE VA IS BELIEVED TO BE RELIABLE AND CORRECT. AQUA ENGINEERING IS NOT RESPONSIBLE FOR ITS ACCURACY.
File details come from the government source that posted it.