36C10F18R0581-073.pdf

SIERRA NEVADA DRIVE

MIDWAY ROAD

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Project Title

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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

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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

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IRRIGATION DEMOLITION PLAN 1

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O:\AEM\SACVALLEYPH2\P-SACVAL2-DEMO.dwg, 6/22/2018 5:02:40 PM, _DWG To PDF.pc3

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CONCRETE CHANNEL

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SIERRA NEVADA DRIVE

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MIDWAY ROAD

AutoCAD SHX Text POT HOLE AND LOCATE THE EXISTING PVC MAINLINE PIPE AT THE APPROXIMATE LOCATIONS INDICATED. EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE. PROVIDE AND INSTALL DUCTILE IRON ELBOW OUTLET AND RESTRAIN WITH JOINT RESTRAINTS. BACKFILL HOLES AND COMPACT TO 95% SPD. COIL EXISTING CONTROL WIRE IN 3-FOOT COIL AND INSTALL IN STANDARD VALVE BOX. EXCAVATE AND EXPOSE EXISTING LATERAL PIPE AT APPROXIMATE LOCATION INDICATED. CUT LATERAL PIPE AND CAP USING A PVC SCH 40 SOLVENT WELD CAP. BACKFILL HOLES AND COMPACT TO MATCH EXISTING CONDITIONS. MARK LOCATION WITH 6-INCH ROUND VALVE BOX. EXCAVATE AND EXPOSE EXISTING SPRINKLER ASSEMBLIES AT APPROXIMATE LOCATION SHOWN. REMOVE SPRINKLER ASSEMBLY AND TURN OVER TO CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE. IF SPRINKLER IS WITHIN THE SPRINKLER DEMOLITION BOUNDARY, PIPE IS TO BE ABANDONED IN PLACE. BACKFILL HOLES AND COMPACT TO EXISTING CONDITIONS. VERIFY OPERATION OF ALL REMOTE CONTROL VALVES AND SPRINKLERS IN THIS AREA PRIOR TO DEMOLITION OR CONSTRUCTION. EXCAVATE AND EXPOSE EXISTING SPRINKLERS, REMOTE CONTROL VALVE ASSEMBLIES, AND VALVE BOXES WITHIN DEMOLITION BOUNDARY INDICATED. REMOVE ASSEMBLIES AND TURN OVER TO CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE. CAP PVC RISER ON SUPPLY SIDE OF REMOTE CONTROL VALVE WITH PVC SCH 40 CAP. ABANDON LATERAL PIPE IN PLACE. VERIFY WHICH IRRIGATION CONTROLLER OPERATES THE REMOTE CONTROL VALVES AND PROTECT WIRING FOR FUTURE USE. REPAIR ANY EXISTING IRRIGATION SYSTEM COMPONENT DAMAGED BY THE NEW CONSTRUCTION.

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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FC PC

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MIDWAY ROAD

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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

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6/27/2018

IRRIGATION DEMOLITION PLAN 2

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O:\AEM\SACVALLEYPH2\P-SACVAL2-DEMO.dwg, 6/22/2018 5:03:16 PM, _DWG To PDF.pc3

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AutoCAD SHX Text POT HOLE AND LOCATE THE EXISTING PVC MAINLINE PIPE AT THE APPROXIMATE LOCATIONS INDICATED. EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE. PROVIDE AND INSTALL DUCTILE IRON ELBOW OUTLET AND RESTRAIN WITH JOINT RESTRAINTS. BACKFILL HOLES AND COMPACT TO 95% SPD. COIL EXISTING CONTROL WIRE IN 3-FOOT COIL AND INSTALL IN STANDARD VALVE BOX. EXCAVATE AND EXPOSE EXISTING LATERAL PIPE AT APPROXIMATE LOCATION INDICATED. CUT LATERAL PIPE AND CAP USING A PVC SCH 40 SOLVENT WELD CAP. BACKFILL HOLES AND COMPACT TO MATCH EXISTING CONDITIONS. MARK LOCATION WITH 6-INCH ROUND VALVE BOX. EXCAVATE AND EXPOSE EXISTING SPRINKLER ASSEMBLIES AT APPROXIMATE LOCATION SHOWN. REMOVE SPRINKLER ASSEMBLY AND TURN OVER TO CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE. IF SPRINKLER IS WITHIN THE SPRINKLER DEMOLITION BOUNDARY, PIPE IS TO BE ABANDONED IN PLACE. BACKFILL HOLES AND COMPACT TO EXISTING CONDITIONS. VERIFY OPERATION OF ALL REMOTE CONTROL VALVES AND SPRINKLERS IN THIS AREA PRIOR TO DEMOLITION OR CONSTRUCTION. EXCAVATE AND EXPOSE EXISTING SPRINKLERS, REMOTE CONTROL VALVE ASSEMBLIES, AND VALVE BOXES WITHIN DEMOLITION BOUNDARY INDICATED. REMOVE ASSEMBLIES AND TURN OVER TO CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE. CAP PVC RISER ON SUPPLY SIDE OF REMOTE CONTROL VALVE WITH PVC SCH 40 CAP. ABANDON LATERAL PIPE IN PLACE. VERIFY WHICH IRRIGATION CONTROLLER OPERATES THE REMOTE CONTROL VALVES AND PROTECT WIRING FOR FUTURE USE. REPAIR ANY EXISTING IRRIGATION SYSTEM COMPONENT DAMAGED BY THE NEW CONSTRUCTION.

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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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

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6/27/2018

IRRIGATION DEMOLITION PLAN 3

DEMOLITION FLAG NOTES

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LI206LI202

LI205LI201

0 30' 60'

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O:\AEM\SACVALLEYPH2\P-SACVAL2-DEMO.dwg, 6/22/2018 5:03:51 PM, _DWG To PDF.pc3

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AutoCAD SHX Text POT HOLE AND LOCATE THE EXISTING PVC MAINLINE PIPE AT THE APPROXIMATE LOCATIONS INDICATED. EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE. PROVIDE AND INSTALL DUCTILE IRON ELBOW OUTLET AND RESTRAIN WITH JOINT RESTRAINTS. BACKFILL HOLES AND COMPACT TO 95% SPD. COIL EXISTING CONTROL WIRE IN 3-FOOT COIL AND INSTALL IN STANDARD VALVE BOX. EXCAVATE AND EXPOSE EXISTING LATERAL PIPE AT APPROXIMATE LOCATION INDICATED. CUT LATERAL PIPE AND CAP USING A PVC SCH 40 SOLVENT WELD CAP. BACKFILL HOLES AND COMPACT TO MATCH EXISTING CONDITIONS. MARK LOCATION WITH 6-INCH ROUND VALVE BOX. EXCAVATE AND EXPOSE EXISTING SPRINKLER ASSEMBLIES AT APPROXIMATE LOCATION SHOWN. REMOVE SPRINKLER ASSEMBLY AND TURN OVER TO CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE. IF SPRINKLER IS WITHIN THE SPRINKLER DEMOLITION BOUNDARY, PIPE IS TO BE ABANDONED IN PLACE. BACKFILL HOLES AND COMPACT TO EXISTING CONDITIONS. VERIFY OPERATION OF ALL REMOTE CONTROL VALVES AND SPRINKLERS IN THIS AREA PRIOR TO DEMOLITION OR CONSTRUCTION. EXCAVATE AND EXPOSE EXISTING SPRINKLERS, REMOTE CONTROL VALVE ASSEMBLIES, AND VALVE BOXES WITHIN DEMOLITION BOUNDARY INDICATED. REMOVE ASSEMBLIES AND TURN OVER TO CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE. CAP PVC RISER ON SUPPLY SIDE OF REMOTE CONTROL VALVE WITH PVC SCH 40 CAP. ABANDON LATERAL PIPE IN PLACE. VERIFY WHICH IRRIGATION CONTROLLER OPERATES THE REMOTE CONTROL VALVES AND PROTECT WIRING FOR FUTURE USE. REPAIR ANY EXISTING IRRIGATION SYSTEM COMPONENT DAMAGED BY THE NEW CONSTRUCTION.

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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VA FORM 08 - 6231

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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

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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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IRRIGATION DEMOLITION PLAN 4

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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.

10"

10"

10"

10"

6"

6"

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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

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IRRIGATION DEMOLITION PLAN 5

DEMOLITION FLAG NOTES

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AutoCAD SHX Text POT HOLE AND LOCATE THE EXISTING PVC MAINLINE PIPE AT THE APPROXIMATE LOCATIONS INDICATED. EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE. PROVIDE AND INSTALL DUCTILE IRON ELBOW OUTLET AND RESTRAIN WITH JOINT RESTRAINTS. BACKFILL HOLES AND COMPACT TO 95% SPD. COIL EXISTING CONTROL WIRE IN 3-FOOT COIL AND INSTALL IN STANDARD VALVE BOX. EXCAVATE AND EXPOSE EXISTING LATERAL PIPE AT APPROXIMATE LOCATION INDICATED. CUT LATERAL PIPE AND CAP USING A PVC SCH 40 SOLVENT WELD CAP. BACKFILL HOLES AND COMPACT TO MATCH EXISTING CONDITIONS. MARK LOCATION WITH 6-INCH ROUND VALVE BOX. EXCAVATE AND EXPOSE EXISTING SPRINKLER ASSEMBLIES AT APPROXIMATE LOCATION SHOWN. REMOVE SPRINKLER ASSEMBLY AND TURN OVER TO CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE. IF SPRINKLER IS WITHIN THE SPRINKLER DEMOLITION BOUNDARY, PIPE IS TO BE ABANDONED IN PLACE. BACKFILL HOLES AND COMPACT TO EXISTING CONDITIONS. VERIFY OPERATION OF ALL REMOTE CONTROL VALVES AND SPRINKLERS IN THIS AREA PRIOR TO DEMOLITION OR CONSTRUCTION. EXCAVATE AND EXPOSE EXISTING SPRINKLERS, REMOTE CONTROL VALVE ASSEMBLIES, AND VALVE BOXES WITHIN DEMOLITION BOUNDARY INDICATED. REMOVE ASSEMBLIES AND TURN OVER TO CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE. CAP PVC RISER ON SUPPLY SIDE OF REMOTE CONTROL VALVE WITH PVC SCH 40 CAP. ABANDON LATERAL PIPE IN PLACE. VERIFY WHICH IRRIGATION CONTROLLER OPERATES THE REMOTE CONTROL VALVES AND PROTECT WIRING FOR FUTURE USE. REPAIR ANY EXISTING IRRIGATION SYSTEM COMPONENT DAMAGED BY THE NEW CONSTRUCTION.

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

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BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

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D

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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

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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 DEMOLITION PLAN 6

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O:\AEM\SACVALLEYPH2\P-SACVAL2-DEMO.dwg, 6/22/2018 5:05:40 PM, _DWG To PDF.pc3

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SOLANO DRIVE

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.

10"

D2

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

LI207

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6/27/2018

IRRIGATION DEMOLITION PLAN 7

DEMOLITION FLAG NOTES

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O:\AEM\SACVALLEYPH2\P-SACVAL2-DEMO.dwg, 6/22/2018 5:06:19 PM, _DWG To PDF.pc3

AutoCAD SHX Text 66.60

AutoCAD SHX Text POT HOLE AND LOCATE THE EXISTING PVC MAINLINE PIPE AT THE APPROXIMATE LOCATIONS INDICATED. EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE. PROVIDE AND INSTALL DUCTILE IRON ELBOW OUTLET AND RESTRAIN WITH JOINT RESTRAINTS. BACKFILL HOLES AND COMPACT TO 95% SPD. COIL EXISTING CONTROL WIRE IN 3-FOOT COIL AND INSTALL IN STANDARD VALVE BOX. EXCAVATE AND EXPOSE EXISTING LATERAL PIPE AT APPROXIMATE LOCATION INDICATED. CUT LATERAL PIPE AND CAP USING A PVC SCH 40 SOLVENT WELD CAP. BACKFILL HOLES AND COMPACT TO MATCH EXISTING CONDITIONS. MARK LOCATION WITH 6-INCH ROUND VALVE BOX. EXCAVATE AND EXPOSE EXISTING SPRINKLER ASSEMBLIES AT APPROXIMATE LOCATION SHOWN. REMOVE SPRINKLER ASSEMBLY AND TURN OVER TO CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE. IF SPRINKLER IS WITHIN THE SPRINKLER DEMOLITION BOUNDARY, PIPE IS TO BE ABANDONED IN PLACE. BACKFILL HOLES AND COMPACT TO EXISTING CONDITIONS. VERIFY OPERATION OF ALL REMOTE CONTROL VALVES AND SPRINKLERS IN THIS AREA PRIOR TO DEMOLITION OR CONSTRUCTION. EXCAVATE AND EXPOSE EXISTING SPRINKLERS, REMOTE CONTROL VALVE ASSEMBLIES, AND VALVE BOXES WITHIN DEMOLITION BOUNDARY INDICATED. REMOVE ASSEMBLIES AND TURN OVER TO CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE. CAP PVC RISER ON SUPPLY SIDE OF REMOTE CONTROL VALVE WITH PVC SCH 40 CAP. ABANDON LATERAL PIPE IN PLACE. VERIFY WHICH IRRIGATION CONTROLLER OPERATES THE REMOTE CONTROL VALVES AND PROTECT WIRING FOR FUTURE USE. REPAIR ANY EXISTING IRRIGATION SYSTEM COMPONENT DAMAGED BY THE NEW CONSTRUCTION.

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.

SOLANO DRIVE

FOLSOM LAKE WAY

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