36C10F18R0581-069.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

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BID DOCUMENTS

Office of

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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 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

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D

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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 COVER SHEET

IRRIGATION SYSTEM DESIGN APPROACH

GENERAL NOTES

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O:\AEM\SACVALLEYPH2\P-SACVAL2-CD.dwg, 6/22/2018 4:39:21 PM, _DWG To PDF.pc3

AutoCAD SHX Text THE EXISTING IRRIGATION SYSTEM WILL BE MODIFIED TO PROVIDE NEW MAINLINE ROUTING AND AUTOMATED IRRIGATION FOR THE PROPOSED PRE PLACED CRYPT AND IN GROUND CREMAIN BURIAL SECTIONS. NEW MAINLINE PIPE, LATERAL PIPE AND SPRINKLERS WILL BE INSTALLED TO IRRIGATE THE NEW AREAS. NEW EQUIPMENT WILL MATCH THE EXISTING. THE POINTS-OF-CONNECTION ARE THE EXISTING IRRIGATION MAINLINE PIPE. A NEW CONTROLLER AND UPGRADES TO THE EXISTING CALSENSE ET2000e CENTRAL CONTROL SYSTEM WILL BE ADDED. SPARE STATIONS FROM CONTROLLER B WILL BE USED FOR THE PROPOSED BURIAL AREA SOUTH OF THE MAINTENANCE BUILDING. ALL NEW IRRIGATION EQUIPMENT MUST MATCH EXISTING EQUIPMENT. EXISTING LANDSCAPE BEDS WILL BE RENOVATED TO REMOVE THE EXISTING ROTOR SPRINKLER IRRIGATION AND REPLACE IT WITH BUBBLERS TO IMPROVE WATER USE EFFICIENCY. IN AREAS WHERE PLANTING IS TOO DENSE FOR BUBBLER IRRIGATION THE EXISTING SPRAY SPRINKLERS WILL REMAIN. SPRINKLERS AND VALVES REMOVED WILL NOT BE REUSED BUT WILL BE SALVAGED AND TURNED OVER TO THE RE/COR.

AutoCAD SHX Text

1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 90 PSI. CONTRACTOR TO VERIFY EXISTING PUMP OPERATION AND PRESSURE AT EACH POINT-OF-CONNECTION, REPORT ANY DISCREPANCIES TO RE/COR PRIOR TO CONSTRUCTION. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. CONFIRM EXACT LIMITS OF IRRIGATED AREA AND ALL EXISTING AND FUTURE HARDSCAPE AND BURIAL AREAS PRIOR TO CONSTRUCTION. 3. COORDINATE UTILITY LOCATES (CALL BEFORE YOU DIG) OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND CONDITIONS BEFORE EXCAVATING. 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED. BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE RE/COR. 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY. B. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, ARCHITECTURAL FEATURES, STORM DRAINS, AND SIGNS. C. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. 6. SELECT NOZZLES FOR ROTARY SPRINKLERS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE IF SITE CONDITIONS ARE NOT AS SHOWN. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE AND MINIMIZE OVERSPRAY. 7. WITH REGARD TO PIPE SIZING, THE FOLLOWING SHOULD BE NOTED: IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 9. CONTRACTOR IS RESPONSIBLE FOR FINAL VALVE BOX AND SPRINKLER ELEVATION IN RELATION TO THE SURROUNDING FINAL GRADE. 10. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING IRRIGATION EQUIPMENT. ANY EXISTING IRRIGATION EQUIPMENT INCLUDING VALVES, WIRES, PIPES AND FITTINGS THAT ARE DISTURBED DURING CONSTRUCTION WILL BE REPLACED AT THE CONTRACTORS EXPENSE WITH MATCHING EQUIPMENT. PRIOR TO CONSTRUCTION LOCATE THE EXISTING IRRIGATION EQUIPMENT AND PIPE IN THE CONSTRUCTION AREA AND MARK EXISTING PIPE AND EQUIPMENT LOCATIONS USING MARKING SPRAY PAINT FOR PIPE AND WIRE STAKE FLAGS FOR VALVE BOXES WITH THE RE/COR. 11. DO NOT INSTALL ANY ROTOR OR SPRAY SPRINKLERS WITHIN 8-FEET OF TREE TRUNKS.

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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AutoCAD SHX Text EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE AT THE APPROXIMATE LOCATION SHOWN. CONNECT TO THE EXISTING MAINLINE PIPE USING DUCTILE IRON TEE AND REPAIR COUPLINGS. INSTALL JOINT RESTRAINTS, BACKFILL HOLES, AND COMPACT TO MATCH EXISTING CONDITIONS. PRIOR TO CONSTRUCTION PROVIDE RE/COR WITH SHOP DRAWING OF POINT OF CONNECTION. CONNECT TO EXISTING CAPPED LATERAL AT APPROXIMATE LOCATION INDICATED. USE SOLVENT WELDPVC SCH 40 FITTINGS. INSTALL NEW SPRINKLERS AS SHOWN. BACKFILL AND COMPACT TO MATCH EXISTING CONDITIONS. INSTALL TWO WIRE CABLE GROUNDING ROD AND ASSOCIATED GROUNDING EQUIPMENT ADJACENT TO INDICATED REMOTE CONTROL VALVE ASSEMBLY EVERY 8 SPRINKLERS AND 300-FEET AND AT ALL DEAD ENDS PER MANUFACTURER'S GUIDELINES. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE OF THE PLANTING AREA FOR CLARITY ONLY. INSTALL ALL IRRIGATION COMPONENTS IN LANDSCAPED AREA AND NOT IN GRAVE SITES OR HARDSCAPE. INSTALL NEW IRRIGATION CONTROLLER AT LOCATION IDENTIFIED ON PLANS, COORDINATE 120 VAC POWER FROM ADJACENT TRANSFORMER TO CONTROLLER. INSTALL CONTROL WIRE AND COMMUNICATION WIRE SPLICES AT PREVIOUS CONTROLLER LOCATION IN NEW STANDARD SIZE VALVE BOX AND LABEL LID WITH CONTROLLER NUMBER. INSTALL MAINLINE 8-FEET FROM BACK OF CURB ALONG ROADWAYS, COORDINATE WITH TREE INSTALLATION. INSTALL MAINLINE 4-FEET FROM EDGE OF PLANTER AREAS AS INDICATED. COORDINATE SLEEVE INSTALLATION WITH LANDSCAPE UNDERDRAINS. SEE LANDSCAPE SHEETS. IF ALTERNATE IS NOT ACCEPTED, INSTALL INDICATED BUBBLER VALVE AND ROUTE 1-INCH PIPE TO FEED THE BUBBLERS ON THIS ZONE OUTSIDE THE ALTERNATE BOUNDARY. INSTALL SOIL MOISTURE SENSOR PER MANUFACTURERS WRITTEN INSTRUCTIONS AND PER THE DETAILS. LOCATE SOIL MOISTURE SENSOR EQUIDISTANT FROM ADJACENT SPRINKLERS IN IRRIGATION AISLE. TRANSITION FROM EXISTING HARDWIRE COMMUNICATIONS BETWEEN CONTROLLRS AND CENTRAL CONTROL TO RADIO COMMUNICATION AND CLOUD BASED CENTRAL CONTROL. UPGRADE CENTRAL CONTROL COMPUTER AND PURCHASE 5 YEAR DATA PLAN THROUGH CALSENSE. PROVED RADIO SURVEY PRIOR TO INSTALLING NEW CONTROLLERS TO ENSURE THE RADIO COMMUNICATION WILL WORK WITH ALL OF THE NEW IRRIGATION CONTROLLERS AND EXISTING CONTROLLERS. UP GRADE COMMUNICATION CARD AND ENSURE EXITING e2000 CALSENSE CONTROLLERS ARE COMPATIBLE WITH THE UPGRADE CENTRAL CONTROL COMPUTER AND THE NEW COMMUNICATIONS. PROVIDE AND INSTALL MODEM IN LEAD CONTROLLER WITH 5 YEAR PRE PAID DATA PLAN FOR COMMUNICATION WITH THE CLOUD.

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.

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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

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D

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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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O:\AEM\SACVALLEYPH2\P-SACVAL2-CD.dwg, 6/22/2018 4:39:53 PM, _DWG To PDF.pc3

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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.

FC PC

SERVICE ROADSERVICE ROAD

NEW CENTRAL

CONTROL COMPUTER LOCATED IN MAP ROOM

CONTROL WIRE

SITE CONSTRUCTION LIMIT

CC

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 PLAN 2

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O:\AEM\SACVALLEYPH2\P-SACVAL2-CD.dwg, 6/22/2018 4:40:54 PM, _DWG To PDF.pc3

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MATCHLINE LI103

AutoCAD SHX Text

MATCHLINE LI101

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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CREEK WAY

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SERVICE ROAD PUTAH

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SIERRA NEVADA DR.

CREEK WAY

NEW

MASTER

CONTROLLER

118VAC, 5.8 AMP

4"

6"

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3"

3"

3"

TYP

TYP

ADD ALT #1 NOT ACCEPTED: WITHIN THE BOUNDARY

INDICATED INSTALL MAINLINE AND REMOTE CONTROL

VALVES AS SHOWN. STUB OUT VALVES DOWNSTREAM

OF OUTLET.

ADD ONE 2-INCH REMOTE CONTROL VALVE WITH

SHORT RADIUS ROTOR SPRINKLERS TO IRRIGATE THE

TURF IF ADD ALTERNATE #1 IS NOT ACCEPTED.

2"

1.5"

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2"

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3"

IRRIGATION VALVES MAY BE SHOWN OUTSIDE OF

THE PLANTING BED FOR CLARITY ONLY.

INSTALL ALL VALVES ATLEAST 2-FEET INTO

PLANTING BEDS.

6"

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.5

.5

.5

.5

.5

J-1

1"

J-4

1"

.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

J-47

1.5"

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

J-46

1"

J-5

1.5"

.5

D

D

D

G

G

G

G

G

G

.5

.5

.5

.5

.5

.5

Q

G

J-53

2"

J-54

2"

J-55

2"

J-56

1.5"

J-57

1"

J-58

1.5"

J-59

1"

Q

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

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6/27/2018

IRRIGATION PLAN 3

LI101

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AutoCAD SHX Text

OVERHEAD TRANSMISSION TOWER

AutoCAD SHX Text 10002

AutoCAD SHX Text

6" LINE

AutoCAD SHX Text

OVERHEAD TRANSMISSION TOWER

AutoCAD SHX Text 10002

AutoCAD SHX Text

6" LINE

AutoCAD SHX Text

MATCHLINE LI104

AutoCAD SHX Text

MATCHLINE LI102

AutoCAD SHX Text

MATCHLINE LI107

AutoCAD SHX Text

MATCHLINE LI101

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.

EX.

POND

(1.2 ac.)

BERRYESSA

PPC

PPC

LAKE

DRIVE

EX.

POND

(1.2 ac.)

BERRYESSA

PPC

PPC

LAKE

DRIVE

56.0000

57.4870

2"

1.25"

1.25"

3"

2.5"

2"

1.5"

2.5"

2"

1.25"

2.5"

2"

1.25"

3"

2.5"

2"

1.25"

1.25"

1.25"

1.25"

3"

2.5"

2"

1.25"

2.5"

2.5"

2"

1.25"

2.5"

2"

1.25"

2"

1.5"

3"

3"

2.5"

2"

1.5"

2"

1.5"

1.5"

1.25"

3"

2"

3"

2.5"

2"

1.5"

2.5"

2"

2"

1.25"

3"

2.5"

2"

1.25"

2.5"

2"

2"

1.25"

1.25"

3"

2"

2"

1.25"

2"

1.25"

3"

1.25"

2.5"

2"

1.25"

2.5"

2"

1.25"

1.25"

1.25"

3" 2.5"

1.25"

2"

1.25"

2.5"

1.25"

2"

1.25"

1.25"

2"

2"

1.25"

2"

1.25"

1.25"

2.5"

2"

1.5"

2"

3"

3"

3"

3"

1.25"

2.5"

3"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

1.25"

1.25"

1.25"

2"

2"

1.5"

1.5"

3"

2.5"

2.5"

2"

1.25"

4"

4" 4"

4" 4"

4"

4"

4"

4"

4"

4"

2"

1.5"

2"

1.5" 1.5"

1.25"

1.25"

1.5"

1.25"

15' TURF STRIP &

SPRAY HEADS

15' TURF STRIP &

SPRAY HEADS

PPC

PPC

.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

.5

.5

.5

.5

.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

.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

.5

.5

.5

.5 .5

.5

J-72

2"

J-71

2"

J-70

1"

J-69

1"

J-66

2"

J-65

2"

J-64

2"

J-68

2"

J-67

1.5"

J-73

2"

J-74

2"

J-75

2"

J-78

2"

J-77

2"

J-76

2"

J-80

1.5"

J-79

1"

J-81

1"

J-82

2"

J-83

2"

J-84

1.5"

Q

Q

Q

Q

Q

K-2

1.5"

K-1

1.5"

.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

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

G

G

G

G

G

.5

.5

.5

.5

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 PLAN 4

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AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

MATCHLINE LI105

AutoCAD SHX Text

MATCHLINE LI103

AutoCAD SHX Text

MATCHLINE LI108

AutoCAD SHX Text

MATCHLINE LI107

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.

DRIVE

ROAD A

IGC

IGC

IGC

33A

PPC

33B

SOLANO DRIVE

ROAD A

IGC

IGC

IGC

33A

PPC

33B

SOLANO

10"

10"

10"

3"

3"

4"

10"

3"

3"

3"

3"

2"

2"

2"

1.25"

3"

2.5"

3"

2"

1.25"

1.25"

2.5"

1.25"

1.25"

1.25"

3"

1.25"

2"

1.25"

2.5"

3"

1.25"

2"

3"

10"

2.5"

2"

2"

1.25"

2.5"

2"

1.25"

2.5"

2.5"

1.25"

2"

1.25"

3"

2"

1.25"

2"

1.25"

1.25"

1.25"

10"

10"

10"

1.25"

1.25"

1.25"

2.5"

2.5"

2"

1.25"

3"

2.5"

2"

1.25"

10"

TYP

TYP

3"

2.5"

2"

2"

1.25"

2.5"

2"

3"

2.5"

2"

3"

2.5"

2"

1.25"

2.5"

2"

1.25"

1.5"

1.25"

1.5"

1.25"

1.25"

1.5"

1.5"

1.25"

1.25"

2"

2.5"

1.25"

1.25"

2"

3"

2.5"

10"

6"

6"

6"

3"

3"

3"

2"

1.5"

1.25"

1.5"

1.25"

1.25"

4"

4" 4"

4"

4"

4"

4"

2"

1.25"

1.25"

1.25"

1.25"

2.5"

2"

1.5"

1.25"

1.25"

2"

2"

1.5"

1.5"

1.25"

1.25"

2"

2"

2"

2"

2"

1.5"

1.5"

1.5"

1.5"

2"

1.5"

1.5"

1.25"

1.25"

2.5"

1.5"

2"

1.5"

1.25"

3"

2.5"

2.5"

2"

1.25"

1.25"

2.5"

1.25"

2"

1.25"

3"

2"

2"

1.25"

1.25"

RB 5000 MPR-25 THIS

AREA

PPC

IGC

IGC

IGC

33A

33B

1.5"

1.5"

1.25"

2"

1.5"

1.25"

1.25"

1.5"

1.25"

Q

Q

K-8

2"

K-7

2"

K-6

2"

K-5

2"

K-15

2"

K-14

2"

K-13

2"

K-12

2"

K-11

2"

K-10

2"

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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

LI105

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S

O

C

I

A

T

I

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N

CID

J

O

H

N

D

LE

O

N

A

R

D

6/27/2018

IRRIGATION PLAN 5

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 4:44:14 PM, _DWG To PDF.pc3

AutoCAD SHX Text S W E E N E Y C R E E K

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OVERHEAD TRANSMISSION TOWER

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OVERHEAD TRANSMISSION TOWER

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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.