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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
LI501
OF 262
e t i i e
I i at i e i e
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LE
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6 2 201
I OL ION G E L E
E L
N
IR RELIEF
L E E L
N
I O PLING L E
E L
N
F1
RE O E ON ROL L E
E L
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IRRIGATION DETAILS 1
O:\AEM\SACVALLEYPH2\P-SACVAL2-CD.dwg, 6/22/2018 4:58:44 PM, _DWG To PDF.pc3
AutoCAD SHX Text
10-INCH ROUND VALVE BOX
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FINISH GRADE
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3-INCH MINIMUM DEPTH OF
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3/4-INCH WASHED GRAVEL
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RESILIENT WEDGE GATE VALVE
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PVC MAINLINE
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CONFORMING TO AWWA C-509
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STANDARDS
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3 MIL. PLASTIC WRAP
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WITH TAPED ENDS
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OR EQUAL (LENGTH AS REQUIRED)
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ADVANCED DRAINAGE SYSTEMS
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6-INCH CORREGATED PIPE:
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BRICK (CONTINUOUS AROUND BOTTOM OF VALVE BOX)
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FILTER FABRIC
AutoCAD SHX Text NOTES: 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. 2. RESILIENT WEDGE GATE VALVE MAY HAVE EITHER MECHANICAL JOINT OR PUSH-ON GASKETED ENDS. THE OPERATOR IS A WRENCH NUT. 3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 4. BRAND VALVE BOX LID PER SPECIFICATIONS.
AutoCAD SHX Text
W/BALCK LID
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JOINT RESTRAINT
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2-INCH GALVANIZED STEEL NIPPLE (LENGTH AS REQUIRED)
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2-INCH GALVANIZED STEEL NIPPLE (LENGTH AS REQUIRED)
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2-INCH STAINLESS STEEL BALL VALVE
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AIR-VACUUM RELIEF VALVE (SIZE 2-INCH)
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FINISH GRADE
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PLASTIC VALVE BOX WITH BLACK LID SIZE 16" X 21"
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BRICK (1 OF 4)
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FILTER FABRIC
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PVC MAINLINE PIPE
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DUCTILE IRON SERVICE TEE
AutoCAD SHX Text NOTES: 1. INSTALL VALVE BOX SO THERE IS A CLEARANCE OF 2" BETWEEN THE BOTTOM OF THE VALVE BOX AND THE MAINLINE PIPE. 2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 3. LABEL VALVE BOX COVER PER SPECIFICATIONS. 4. SEE SPECIFICATIONS FOR PIPE DEPTH.
AutoCAD SHX Text NOTES: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE INORDER TO ABSORB DOWNWARD IMPACT. IF SWING JOINT CAN NOT BE INSTALLED AT SPECIFIED ANGLE, CONSULT RESIDENT ENGINEER PRIOR TO INSTALLATION OF SWING JOINT. 3. BRAND VALVE BOX LID PER SPECIFICATIONS.
AutoCAD SHX Text
PVC MAINLINE PIPE
AutoCAD SHX Text MIPT x MIPT TEE OR EL, SEE SPECIFICATIONS FOR MATERIAL
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1-INCH PRE-FABRICATED SWING JOINT 18-INCH LAY LENGTH
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PVC SCH 40 COUPLING
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PVC SCH 80 NIPPLE (2-INCH)
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BRICK (1 OF 4)
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FILTER FABRIC
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GRAVEL TO TOP OF ANCHOR
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HARCO QUICK COUPLER ANCHOR
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VALVE BOX WITH BLACK LID
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FINISH GRADE/TOP OF MULCH
AutoCAD SHX Text NOTES: 1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. 2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND . INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 3. TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45° ELBOW FITTINGS DOWNSTREAM OF REMOTECONTROL VALVE ASSEMBLY. 4. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 5. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID AND PROPER OPERATION OF BALL VALVE. DO NOT PLACE VALVE BOX DIRECTLY ON LATERAL PIPE. 6. COIL 3-FEET OF WIRE FOR EACH DECODER FOR SERVICE PURPOSES. 7. BRAND VALVE BOX LID PER SPECIFICATIONS. 8. INSTALL PRESSURE REGULATOR ON ALL REMOTE CONTROL VALVES. SET PRESSURE MODULE TO INDICATED PRESSURE ON LEGEND PER MANUFACTURER'S RECOMMENDATIONS.
AutoCAD SHX Text
REMOTE CONTROL VALVE
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STANDARD VALVE BOX WITH VALVE BOX EXTENSIONS AND BLACK LID
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3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL
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PVC SCH 40 MALE ADAPTER
AutoCAD SHX Text
PVC SCH 80 CLOSE NIPPLE
AutoCAD SHX Text
PVC MAINLINE
AutoCAD SHX Text DUCTILE IRON GASKETED LATERAL SWIVEL TEE WITH 2-INCH OUTLET SHOWN FOR SINGLE VALVE.
AutoCAD SHX Text
JOINT RESTRAINT
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SCH. 80 PVC TOE NIPPLE (LENGTH AS REQUIRED)
AutoCAD SHX Text 2-INCH DUCTILE IRON ANGLE VALVE CONNECTION SYSTEM INCLUDES: RISER, CROSS HANDLE GLOBE VALVE, GASKETED OUTLET WITH RESTRAINT
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IRRIGATION WIRING
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WIRE CONNECTOR, TYP
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CHRISTY ID TAG
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PVC LATERAL PIPE TRANSITION TO 18" OF COVER
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BRICK (1 OF 4)
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FILTER FABRIC
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
PVC SCH 40 UNION
AutoCAD SHX Text
2-INCH SCH 40 PVC FROM ANGLE VALVE
AutoCAD SHX Text
BRICK (1 OF 4)
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
FINISH GRADE/TOP OF MULCH
AutoCAD SHX Text
2-INCH PVC CL 200 PIPE TO REMOTE CONTROL VALVE ASSEMBLE OR RCV MANIFOLD
AutoCAD SHX Text
PVC MAINLINE PIPE
AutoCAD SHX Text
2-1/2INCH ISOLATION ANGLE VALVE ON SERVICE TEE
AutoCAD SHX Text
2-1/2INCH SCH 40 PVC
AutoCAD SHX Text
REMOTE CONTROL VALVE ASSEMBLY
AutoCAD SHX Text 2.5-INCH SCH 80 PVC MANIFOLD SOLVENT WELD TEE 2-INCH THREADED OUTLET 2-1/2X2 PVC TEE SOCxFPT
AutoCAD SHX Text
PVC SCH 80 2-INCH NIPPLE LENGTH AS REQUIRED
AutoCAD SHX Text FOR MANIFOLDS: 1. SPACE VALVES A UNIFORM DISTANCE APART. 2. USE MANUFACTURER'S RECOMMENDED TORQUE ON RESTRAINTS. A CALIBRATED TORQUE BAR WILL BE REQUIRED AND CALIBRATION TESTING RESULTS WILL BE AVAILABLE UPON REQUEST. 3. NO MORE THAN 4 REMOTE CONTROL VALVES MAY BE ON THE SAME ISOLATION MANIFOLD. 4. VALVES ON A SINGLE MANIFOLD SHOWN GRAPHICALLY ON DRAWINGS. 5. USE SWIVEL EL TO MINIMIZE THE AMOUNT OF FITTINGS FOR CHANGES OF DIRECTION.
AutoCAD SHX Text
STANDARD VALVE BOX WITH VALVE BOX EXTENSIONS AND BLACK LID
AutoCAD SHX Text
DECODER
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
LI502
OF 262
e t i i e
I i at i e i e
I
R
R
I
G
I
O
N
O
I
I
O
N
I
O
N
LE
O
N
R
6 2 20
POP P PR PRIN ER
E L
N
F
P LL O
E IL
N
POP P RO OR
E L
N
F
LER
E IL
N
F6
LO OFF
E L
N
IRRIGATION DETAILS 2
R
R
R
R
R
R
R
R R
R
R
R
R
R
R
R
R
R
R
LER N ROO ELL
PL E EN E IL
N
90°
O IRE P GRO N ING
N RGE PRO E ION
N
G
F
E O ER LE F E E I E
E IL
N
D
O:\AEM\SACVALLEYPH2\P-SACVAL2-CD.dwg, 6/22/2018 4:58:54 PM, _DWG To PDF.pc3
AutoCAD SHX Text
POP-UP SPRAY SPRINKLER
AutoCAD SHX Text
PVC LATERAL PIPE
AutoCAD SHX Text
TEE OR ELL, SEE SPECIFICATIONS FOR MATERIAL
AutoCAD SHX Text 1/2-INCH SWING JOINT 12-INCH LAY LENGTH MIPT x MIPT
AutoCAD SHX Text
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)
AutoCAD SHX Text NOTES: 1. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE INORDER TO ABSORB DOWNWARD IMPACT. 2. DO NOT INSTALL MP ROTATOR SPRINKLER HEADS WITHIN 8-FEET OF TREE TRUNKS.
AutoCAD SHX Text
PVC SCH 40 ELL
AutoCAD SHX Text
FINISH GRADE/TOP OF MULCH
AutoCAD SHX Text NOTES: 1. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 2. LABEL VALVE BOX COVER "PB" PER SPECIFICATIONS. LABEL VALVE BOX COVER "PB" PER SPECIFICATIONS. 3. SEE SPECIFICATIONS FOR PIPE DEPTH. SEE SPECIFICATIONS FOR PIPE DEPTH.
AutoCAD SHX Text
PULL BOX: STANDARD VALVE BOX WITH BLACK LID
AutoCAD SHX Text
3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL
AutoCAD SHX Text
12" APPROX.
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IRRIGATION WIRE CONDUIT
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
SWEEP EL
AutoCAD SHX Text
IRRIGATION WIRE CONDUIT
AutoCAD SHX Text
PVC LATERAL PIPE
AutoCAD SHX Text
TEE OR ELL, SEE SPECIFICATIONS FOR MATERIAL
AutoCAD SHX Text
POP-UP ROTOR SPRINKLER
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text NOTES: 1. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OFLATERAL PIPE IN ORDER TO ABSORB DOWNWARD IMPACT. IF SWING JOINT CAN NOT BE INSTALLED AT SPECIFIED ANGLE, CONSULT RESIDENT ENGINEER PRIOR TO INSTALLATION OF SWING JOINT.
AutoCAD SHX Text 1-INCH UNITIZED TRIPLE TOP SWING JOINT 12-INCH LAY LENGTH MIPT INLET x MIPT OUTLET; 18-INCH LAY LENGTH IF IN CRYPT SECTIONS
AutoCAD SHX Text
ROOT BALL
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POP-UP SPRAY SPRINKLER W/ BUBBLER NOZZLE
AutoCAD SHX Text
WATER BASIN
AutoCAD SHX Text
STREAM BUBBLER
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FINISH GRADE
AutoCAD SHX Text NOTES: 1. INSTALL 4-INCH POP-UP HEIGHT IN TURF AREAS. 2. INSTALL 12-INCH POP-UP HEIGHT IN LANDSCAPED AREAS. 3. INSTALL 4-INCH POP-UP HEIGHT FOR BUBBLERS.
AutoCAD SHX Text
PVC LATERAL PIPE
AutoCAD SHX Text
TEE OR ELL, SEE SPECIFICATIONS FOR MATERIAL
AutoCAD SHX Text
PVC SCH 40 ELL
AutoCAD SHX Text 1/2-INCH SWING JOINT 12-INCH LAY LENGTH MIPT x MIPT
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VALVE BOX WITH BLACK LID
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FINISH GRADE
AutoCAD SHX Text
GALVANIZED THREADED CAP (SIZE 2-INCH)
AutoCAD SHX Text
DUCTILE IRON NIPPLE (SIZE 2-INCH) (LENGTH AS REQUIRED)
AutoCAD SHX Text
CARBON STEEL BALL VALVE (SIZE 2-INCH)
AutoCAD SHX Text
DUCTILE IRON NIPPLE (SIZE 2-INCH) (LENGTH AS REQUIRED)
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BRICKS (CONTINUOUS END TO END AROUND BOTTOM OF VALVE BOX)
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FILTER FABRIC
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PVC MAINLINE PIPE
AutoCAD SHX Text
DUCTILE IRON SERVICE TEE MJ
AutoCAD SHX Text NOTES: 1. INSTALL VALVE BOX SO THERE IS A CLEARANCE OF 2" BETWEEN THE BOTTOM OF THE VALVE BOX AND THE MAINLINE PIPE. 2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 3. BRAND VALVE BOX LID PER SPECIFICATIONS.
AutoCAD SHX Text
DUCTILE IRON SOLID PLUG
AutoCAD SHX Text
THRUST BLOCK
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
TREE 10-15 FOOT DIAMETER CANOPY 3 GPM EACH 5 MINUTES
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INDIVIDUAL SHRUB 5-10 FOOT CANOPY, FLOW 1GPM 6 MINUTES
AutoCAD SHX Text NOTES: 1. PLACE BUBBLER FAR ENOUGH FROM THE BASE OF THE TREE THAT STREAM FLOW FALLS SHORT OF THE TRUNK. 2. ON SLOPE PLANTINGS, DIRECT BUBBLER DISCHARGE TO UPHILL SIDE OF TREE OR SHRUB.
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LATERAL PIPE
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STREAM PATH
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BUBBLER ASSEMBLY
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LATERAL PIPE
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STREAM PATH
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BUBBLER ASSEMBLY
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SHRUBS WITH OVERLAPPING CANOPY 1 GPM EACH PLANT
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LATERAL PIPE
AutoCAD SHX Text
STREAM PATH
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BUBBLER ASSEMBLY
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
LATERAL PIPE
AutoCAD SHX Text
STREAM PATH
AutoCAD SHX Text
BUBBLER ASSEMBLY
AutoCAD SHX Text B
AutoCAD SHX Text
TREE 15-20 FOOT DIAMETER CANOPY OR 15-25 IN HEIGHT 4.5 GPM 5 MINUTES
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
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LATERAL PIPE
AutoCAD SHX Text
STREAM PATH
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BUBBLER ASSEMBLY
AutoCAD SHX Text
TREE 25-30 FOOT DIAMETER CANOPY OR 25-30 FEET IN HEIGHT 7.5 GPM 5 MINUTES
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text NOTES: 1. INSTALL GROUNDING ROD A MINIMUM DISTANCE OF 10-FEET PERPENDICULAR TO THE TWO-WIRE PATH. 2. LABEL VALVE BOX COVER PER SPECIFICATIONS. 3. DO NOT ROUTE CONTROL WIRES AND BARE COPPER GROUND WIRE IN COMMON TRENCH. 4. ALL WIRE CONNECTION SHALL BE MADE WITH APPROVED CONNECTORS. 5. MAKE ALL WIRE SPLICES IN VALVE BOXES. 6. LEAVE A MINIMUM OF 36" EXTRA WIRE AT ALL SPLICE POINTS. 7. TEST EARTH TO GROUND RESISTANCE AT ALL GROUND POINTS. 8. EARTH TO GROUND RESISTANCE MUST MEET OR EXCEED MANUFACTURER REQUIREMENTS. 9. INSTALL ALL GROUND ASSEMBLIES IN VALVE BOXES. 10.INSTALL GROUNDING EQUIPMENT AS INDICATED ON THE IRRIGATION DOCUMENTS AND AS RECOMMENDED BY THE MANUFACTURER.
AutoCAD SHX Text
GROUNDING ROD
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5/8" X 8' U.L. LISTED
AutoCAD SHX Text
GROUND ROD CLAMP
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COPPER GROUND ROD
AutoCAD SHX Text
TWO-WIRE TO GROUND ROD CONNECTORS: PER MANUFACTURER'S GUIDELINES
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TWO-WIRE PATH
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TWO-WIRE PATH
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VALVE BOX
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SURGE PROTECTOR
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TWO-WIRE TO DECODER
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10-INCH ROUND VALVE BOX W/ COVER
AutoCAD SHX Text
TWO-WIRE TO SURGE PROTECTOR CONNECTORS: PER MANUFACTURER'S GUIDELINES
AutoCAD SHX Text
2. AT ALL SPLICE LOCATIONS, PROVIDE SUFFICIENT SLACK TO ALLOW THE
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SPLICE TO BE RAISED A MINIMUM OF 24" (IN.) ABOVE GRADE
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NOTES:
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SPLICE KITS
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DIRECT BURIAL
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3" GRAVEL
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10" ROUND VALVE BOX
AutoCAD SHX Text
FINISH GRADE
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24" MINIMUM
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6" PVC SLEEVE
AutoCAD SHX Text
3. DECODER CABLE SHALL HAVE A MINIMUM OF 24" (IN.) OF COVER.
AutoCAD SHX Text
4. CLEARLY MARK ON TAG WHERE SUPPLY CABLE ORIGINATES FROM
AutoCAD SHX Text (EX: FROM 8th HOLE) AND EACH OUTGOING CABLE GOES TO (EX: TO 10th GREEN)
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OUTGOING
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DECODER CABLE FROM DIRECTION OF
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CENTRAL EQUIPMENT LOCATION.
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IN AN OUTWARD BOUND DIRECTION FROM THE CENTRAL EQUIPMENT LOCATION.
AutoCAD SHX Text
5. CLEARLY MARK THE MILLIAMP DRAW FOR EACH LEG OF CABLE BASED ON THE
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NUMBER OF DECODERS "DOWNSTREAM" FROM THAT POINT.
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INCOMING CABLE (RED)
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OUTGOING CABLE 1 (RED)
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OUTGOING CABLE 2 (RED)
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INCOMING CABLE (BLACK)
AutoCAD SHX Text
OUTGOING CABLE 1 (BLACK)
AutoCAD SHX Text
OUTGOING CABLE 2 (BLACK)
AutoCAD SHX Text
(TYPICAL)
AutoCAD SHX Text
(IF REQUIRED)
AutoCAD SHX Text
DECODER CABLE SWITCH DEVICE
AutoCAD SHX Text
1. INSTALL DECODER CABLE SWITCH DEVICE (DCSD) BETWEEN CABLE FROM
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CENTRAL AND TWO OUTGOING CABLES.
AutoCAD SHX Text
LABEL FOR DOCUMENTING
AutoCAD SHX Text
NORMAL CURRENT DRAW
DECODER CABLES
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
LI503
OF 262
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D e s i g n e r
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6/27/2018
IRRIGATION DETAILS 3
F1
CONTROLLER ASSEMBLY
N.T.S.
F7
JOINT RESTRAINT
DETAIL
N.T.S.
F4
IN-GROUND CREMAINS SPRIN LER PLACEMENT
DETAIL
N.T.S.
A
C1
PRE-PLACED CRYPT SPRIN LER PLACEMENT
DETAIL
N.T.S.
IRRIGATION
AISLE BOUNDARY
8"
4'
C6
ROOT ELL ASSEMBLY
DETAIL
N.T.S.
C8
SOIL MOISTURE SENSOR
DETAIL
N.T.S.
Finish grade
38” x 24” x 8” concrete base
5/8” x 8’ copper ground rod
1 per SSE-D
SCH 40 PVC
electrical sweep for 120 VAC power
120 VAC junction box (included with enclosure)
#6 bare copper ground wire
Louvered vent
Calsense stainless steel factory assembled enclosure
Flip lid in open position
GFI outlet and switch
PVC Sleeve for ground rod
Allow minimum of
7 inches behind enclosure for fully opened lid
Optional dome antenna
Louvered vent
Flip lid piston
SCH 40 PVC
electrical sweep for field wires (2 typ)
Mounting
J-bolt (4 typ)
38.000”
Enclosure height
26.500”
2.000”
120 VAC power and grounding per
National and Local electrical codes
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
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1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
ENCAPSULATED IN WATER PROOF
SPLICE CAP. DBR/Y-6
Turf-2" to 3" or top 1 3 root zone
12" WIRE BURY OR PER NEC
1 2
LAWN OR SURFACE TREATMENT
6" ROUND JUNCTION BOX - PLACE IN SHRUB BEDS
FINISHED GRADE
SENSOR - SET LENGTH HORIZONTALLY AND BLADE IN
VERTICAL POSITION WITH SLEEVED WIRES OUT OF BOTTOM
SLEEVED WIRES FROM SENSOR
SUPPORT BLOCK - 2 REQUIRED
BURY DEPTH
CABLE TO CONTROLLER
O:\AEM\SACVALLEYPH2\P-SACVAL2-CD.dwg, 6/22/2018 4:59:13 PM, _DWG To PDF.pc3
AutoCAD SHX Text
PVC LATERAL PIPE
AutoCAD SHX Text
LARGE TURF SPRINKLER CENTERED BETWEEN HEADSTONES
AutoCAD SHX Text
PVC SCH. 40 SOLVENT WELD SERVICE TEE
AutoCAD SHX Text
PREFABRICATED SWING JOINT
AutoCAD SHX Text
6-INCH NIPPLE
AutoCAD SHX Text
GRID MONUMENT
AutoCAD SHX Text NOTES: 1. CONTRACTOR RESPONSIBLE FOR STAKING TRENCH LOCATION IN THE CORRECT LOCATION WITHIN AISLES. 2. CENTER OF SPRINKLER WILL BE ALIGNED WITH CENTERLINE OF OF AISLE.
AutoCAD SHX Text NOTE: 1. INSTALL LATERAL PIPE BETWEEN THE PRE-PLACED CRYPTS IN WATER AISLES, 4-INCHES BELOW THE TOP OF PRE-PLACED CRYPT LID.
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
WATER AISLE
AutoCAD SHX Text
LATERAL PIPE
AutoCAD SHX Text
CRYPT
AutoCAD SHX Text
TOP OF LID
AutoCAD SHX Text
TOP OF LID
AutoCAD SHX Text
CRYPT
AutoCAD SHX Text
ELEVATION VIEW
AutoCAD SHX Text
6-INCH NIPPLE
AutoCAD SHX Text
PREFABRICATED SWING JOINT
AutoCAD SHX Text
LARGE TURF SPRINKLER CENTERED BETWEEN HEADSTONES
AutoCAD SHX Text
PVC SCH. 40 SOLVENT WELD TEE
AutoCAD SHX Text
PVC LATERAL PIPE
AutoCAD SHX Text
GRID MONUMENT
AutoCAD SHX Text
HEADSTONE LOCATION
AutoCAD SHX Text
HEADSTONE LOCATION
AutoCAD SHX Text
RESTRAINED LENGTH OF PIPE REQUIRED
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
FITTING
AutoCAD SHX Text
BEND(LF)
AutoCAD SHX Text 11 1/4%%d
AutoCAD SHX Text 45%%d BEND
AutoCAD SHX Text 22 1/2%%d
AutoCAD SHX Text
BEND(LF)
AutoCAD SHX Text 90%%d BEND
AutoCAD SHX Text
(LF)
AutoCAD SHX Text
TEE
AutoCAD SHX Text 3"
AutoCAD SHX Text 1.4
AutoCAD SHX Text
(LF)
AutoCAD SHX Text
(LF)
AutoCAD SHX Text 4"
AutoCAD SHX Text
(LF)
AutoCAD SHX Text
DEAD END
AutoCAD SHX Text 6"
AutoCAD SHX Text 8"
AutoCAD SHX Text 10"
AutoCAD SHX Text 1.7
AutoCAD SHX Text 2.4
AutoCAD SHX Text 3.0
AutoCAD SHX Text 3.6
AutoCAD SHX Text 7.3
AutoCAD SHX Text 6.0
AutoCAD SHX Text 4.8
AutoCAD SHX Text 3.4
AutoCAD SHX Text 2.8
AutoCAD SHX Text 5.9
AutoCAD SHX Text 7.1
AutoCAD SHX Text
AutoCAD SHX Text 12.6
AutoCAD SHX Text 15.2
AutoCAD SHX Text 36.7
AutoCAD SHX Text 30.3
AutoCAD SHX Text 24.1
AutoCAD SHX Text 17.1
AutoCAD SHX Text 14.3
AutoCAD SHX Text 17.4
AutoCAD SHX Text 57.7
AutoCAD SHX Text 65.6
AutoCAD SHX Text 53.8
AutoCAD SHX Text 46.1
AutoCAD SHX Text 42.6
AutoCAD SHX Text 29.9
AutoCAD SHX Text 24.8
AutoCAD SHX Text 35.0
AutoCAD SHX Text 22.5
AutoCAD SHX Text NOTES: 1. INSTALL AND TEST MAINLINE ACCORDING TO MANUFACTURER'S INSTALLATION SPECIFICATIONS. 2. REFER TO SPECIFICATIONS FOR ALL TRENCH DEPTHS AND WIDTHS. 3. JOINT RESTRAINT LENGTH ASSUMES MAXIMUM OPERATING PRESSURE OF 100 PSI AND 2 FOOT DEPTH OF COVER IN A SANDY SOIL. 4. JOINT RESTRAINT LENGTH ASSUMES A TYPE 2 TRENCH (BACKFILL LIGHTLY CONSOLIDATED TO CENTERLINE OF PIPE). 5. TEE RUN LENGTH IS ASSUMED TO BE 10 FEET. 6. QUICK COUPLING OR AIR/VACUUM RELIEF ASSEMBLIES TO BE INSTALLED AT DEAD ENDS.
AutoCAD SHX Text NOTES: 1. POSITION UNITS EVENLY SPACED AROUND ROOT BALL. INSTALL PRODUCT WITH TOP EVEN WITH GROUND SURFACE. 2. PLACE ROOTWEEL HALFWAY BETWEEN ROOTBALL AND EXCAVATED PLANTING PIT
AutoCAD SHX Text
ROOT BALL
AutoCAD SHX Text
ROOT WELL
AutoCAD SHX Text
FINISHED GRADE
EDGE OF PLANTING PIT
V
F
D
SO
LA
NO
D
RI
VE
SOLANO DRIVE
FOLSOM LAKE WAY
POTAH CREEK WAY
SI
ER
RA
N
EV
AD
A
DR
IV
E
SIERRA NEVADA DRIVE
DE
LT
A W
AY
CENTRAL
VALLEY
W
AY
MIDWAY ROADMIDWAY ROAD MIDWAY ROAD
T
45PP
C
SIERRA NEVADA DR.
LA
KE
BE
RR
YE
SS
A D
RIV
E
JE
PS
ON
PR
AIR
IE
DR
SERVICE ROAD
EX. 1PPC
EX. 19IGC
EX. 20IGC
EX. 22IGC
EX. 16IGC
EX. 18TG
EX. 24IGC
EX. 5PPC
EX. 23PP
C
EX. 25
PP
C
EX
. 7
IGC
EX. 2PPC
EX. 27
PPC
EX. 28PPC
EX. 26
PPC
EX. 8
IGC
EX. 12
PP
C
EX. 11IGC
EX. 14IGC
EX
. 4
TG
EX. 15IGC
EX. 3PPC
EX. 9 IGC
EX. 10
IGC
EX. 13
PPC
EX. 21
IGC
EX. 17IGC
EX.POND(1.2
ac.)
COMMITTAL SHELTER ROAD
PUTAH
DRIVE
ROAD A
BERRYESSA
SOLANO
SUTTER BUTTE DRIVE
SOLANO
SUTTER
47IGC
46IGC
6IGC
32IGC
30IGC
IGC
36IGC
35IGC
33A
COLUMBARIUM
PP
C
40PPC
31PPC
29PPC
34PPC
44PPC
33B
LAKE
DRIVE
SOLANO
DRIVE
BUTTE DRIVE
SU
TT
ER
BUTTE DRIVE
DRIVE
SIERRA NEVADA DR.
CREEK WAY
FOLSOM LAKE WAY
V
F
D
SO
LA
NO
D
RI
VE
SOLANO DRIVE
FOLSOM LAKE WAY
POTAH CREEK WAY
SI
ER
RA
N
EV
AD
A
DR
IV
E
SIERRA NEVADA DRIVE
DE
LT
A W
AY
CENTRAL
VALLEY
W
AY
MIDWAY ROADMIDWAY ROAD MIDWAY ROAD
T
45PP
C
SIERRA NEVADA DR.
LA
KE
BE
RR
YE
SS
A D
RIV
E
JE
PS
ON
PR
AIR
IE
DR
SERVICE ROAD
EX. 1PPC
EX. 19IGC
EX. 20IGC
EX. 22IGC
EX. 16IGC
EX. 18TG
EX. 24IGC
EX. 5PPC
EX. 23PP
C
EX. 25
PP
C
EX
. 7
IGC
EX. 2PPC
EX. 27
PPC
EX. 28PPC
EX. 26
PPC
EX. 8
IGC
EX. 12
PP
C
EX. 11IGC
EX. 14IGC
EX
. 4
TG
EX. 15IGC
EX. 3PPC
EX. 9 IGC
EX. 10
IGC
EX. 13
PPC
EX. 21
IGC
EX. 17IGC
EX.POND(1.2
ac.)
COMMITTAL SHELTER ROAD
PUTAH
DRIVE
ROAD A
BERRYESSA
SOLANO
SUTTER BUTTE DRIVE
SOLANO
SUTTER
47IGC
46IGC
6IGC
32IGC
30IGC
IGC
36IGC
35IGC
33A
COLUMBARIUM
PP
C
40PPC
31PPC
29PPC
34PPC
44PPC
33B
LAKE
DRIVE
SOLANO
DRIVE
BUTTE DRIVE
SU
TT
ER
BUTTE DRIVE
DRIVE
SIERRA NEVADA DR.
CREEK WAY
FOLSOM LAKE WAY
4"
4"
4"
4"
4"
4"
4"
4"
4" NEW BOARD;
NO LONGER
MASTER CONTROLLER
NEW
MASTER
CONTROLLER
118VAC, 5.8 AMP
NEW LOCATION
FOR ET GAUGE,
MOVE FROM
OLD LOCATION
ET GAUGE
OLD LOCATION
EXISTING
CENTRAL
CONTROL
COMPUTER
LOCATION
NEW CENTRAL
CONTROL COMPUTER LOCATED IN MAP ROOM
56.0000
4"
4"
4"
10"
10"
4"
6"
10"
3"
3"
4"
6"
10"
10"
10"
10"
10"10"
10"
6"
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6"
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6" 6"
6"
6"
6"
6"
6"
1"
6"
6"
3"
6"
6"
10"
10" 10"
10"
8" 8"
10"
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10"
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6"
6"
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10"10"
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10"
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10"
10" 10"
10"
10"
8" 10"
10"
10"
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10"
10"
10"
10"
10"
10"
10"
8" 8"
6"
6"
6"
10"
10"
10"
6"
6"
6"
12"
10"
10" 10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
6"
6"
6"
6"
3"
10"
10"
10"
10"
10"
10"
10"
10"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
3"
3"
3"
3"
2"
1.5"
1.25"
3"
3"
2"
1.5"
1.5"
1.5"
2.5"
2"
1.25"
2.5"
2"
1.25"
2"
1.25"
2.5"
1.25"
1.25"
2"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
1.25"
2"
1.25"
2.5"
1.25"
2.5"
1.5"
2"
1.5"
1.25"
1.25"
2"
2"
2.5"
2"
2"
2"
3"
2"
2.5"
1.25"
2"
1.25"
2.5"
2"
2.5"
3"
1.5"
2.5"
1.5"
4"
4"
4"
4"
4"
2"
2"
1.25"
3"
2.5"
2"
1.5"
3"
2"
2"
1.25"
2.5"
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"
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"
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"
2.5"
2"
1.25"
1.25"
1.25"
1.25"
1.25"
1.25"
1.25"
1.25"
3"
2.5"
2"
1.25"
2.5"
2.5"
2"
1.25"
3"
2.5"
2"
1.25"
2"
1.25"
1.25"
2.5"
2.5"
2"
3"
1.25"
2.5"
2"
1.25"
1.25"
2.5"
2"
1.25"
1.25"
1.25"
1.25"
3"
2.5"
2"
1.25"
3"
2"
1.25"
1.25"
1.25"
2"
1.25"
3"
2.5"
1.25"
2"
1.5"
3"
2.5"
2"
1.25"
1.25"
1.25"
2"
2"
1.5"
1.25"
1.25"
1.25"
2.5"
2"
1.25"
1.25"
2"
1.25"
1.25"
1.25"
1.5"
2"
1.25"
1.25"
ENTRY PLANTER TO REMAIN
SPRAY ZONE DUE TO PLANTING
DENSITY
1.25"
PLANTERS BEHIND
COLUMBARIUM TO REMAIN
SPRAY ZONES DUE TO PLANTING
DENSITY
PLANTERS BEHIND
COLUMBARIUM TO REMAIN
SPRAY ZONES DUE TO PLANTING
DENSITY
MULCHED PLANTERS
TO REMAIN SPRAY ZONES DUE
TO PLANTING DENSITY
AREA TO REMAIN ROTOR ZONES
DUE TO PLANTING DENSITY AND
BEE HABITAT
MULCHED PLANTERS
TO REMAIN SPRAY ZONES DUE
TO PLANTING DENSITY
AREA AROUND BUILDING
TO REMAIN SPRAY ZONES
DUE TO PLANTING
DENSITY
THIS AREA TO REMAIN SPRAY
ZONES DUE TO PLANTING
DENSITY
THIS AREA TO REMAIN SPRAY
ZONES DUE TO PLANTING
DENSITY
THIS AREA TO BE CONVERTED
FROM ROTOR SPRINKLERS TO
INDIVIDUAL BUBBLERS FOR
TREES AND SHRUBS
THIS AREA TO BE CONVERTED
FROM ROTOR SPRINKLERS TO
INDIVIDUAL BUBBLERS FOR
TREES AND SHRUBS
THIS AREA TO BE CONVERTED
FROM ROTOR SPRINKLERS TO
INDIVIDUAL BUBBLERS FOR
TREES AND SHRUBS
THIS AREA TO BE CONVERTED
FROM ROTOR SPRINKLERS TO
INDIVIDUAL BUBBLERS FOR
TREES AND SHRUBS
THIS AREA TO BE CONVERTED
FROM ROTOR SPRINKLERS TO
INDIVIDUAL BUBBLERS FOR
TREES AND SHRUBS
THIS AREA TO BE CONVERTED
FROM ROTOR SPRINKLERS TO
INDIVIDUAL BUBBLERS FOR
TREES AND SHRUBS
THIS AREA TO BE CONVERTED
FROM ROTOR SPRINKLERS TO
INDIVIDUAL BUBBLERS FOR
TREES AND SHRUBS
1.5"
1.25"
1.25"
1.5"
1.25"
1.25"
1.5"
1.25"
2"
1.5"
1.5"
1.25"
1.25"
1.25"
2"
2"
1.25"
1.25"
1.25"
2"
1.25"
1.25"
1.25"
1.25"
1.5"
1.25"
1.25"
1.25"
1.25"
1.25"
1.25"
1.5"
1.25"
1.25"
1.25"
1.25"
1.25"
2.5"
2.5"
2"
1.5"
1.25"
1.25"
2"
1.5"
1.25"
1.25"
1.25"
2"
1.5"
1.5"
1.25"
1.25"
1.25"
1.25"
1.25"
1.5"
1.25"
1.25"
1.25"
1.5"
1.5"
2"
2"
1.5"
1.25"
2.5"
2.5"
1.25"
2"
1.5"
1.25"
1.25"
1.25"
2"
1.25"
1.25"
1.5"
1.5"
1.25"
1.25"
1.25"
1.25"
CURRENTLY IRRIGATED WITH
BUBBLERS
CURRENTLY IRRIGATED WITH
BUBBLERS
1.25"
2"
1.25"
1.5"
1.25"
2.5" 2"
1.5"
1.25"
1.5"
1.25"
2"
2"
1.25"
1.25"
1.5"
1.25"
1.25"
1.5"
1.25"
1.25"
1.25"
1.25"
1.5"
1.25"
2"
1.5"
1.5"
2"
1.25"
1.25"
3"
1.5"
1.5"
1.25"
1.5"
1.25"
1.25"
2.5"
1.5"
1.25"
2"
1.5"
1.25"
1.25"
3"
1.25"
2"
1.5"
1.25"
2.5"
2"
3"
3"
2"
2"
2"
1.25"
1.25"
3"
2"
2"
1.25"
1.25"
3"
2.5"
2"
1.25"
1.25"
3"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
1.25"
2"
2"
1.5"
1.25"
1.25"
2"
1.5"
1.25"
1.25"
2"
2"
1.5"
1.25"
1.25"
1.25"
2.5"
2"
2.5"
1.25"
1.25"
1.25"
1.5"
1.25"
1.5"
1.25"
1.25"
2"
1.25"
2.5"
2"
1.25"
2.5"
2.5"
3"
1.25"
1.25"
1.25"
1.25"
1.5"
2"
1.25"
1.5"
1.5"
1.25"
2"
1.25"
2"
3"
2"
2.5"
1.25"
1.5"
1.5"
2.5"
2.5"
1.25"
1.25"
1.5"
1.25"
1.25"
1.5"
1.5"
1.25"
1.5"
1.25"
1.25"
1.5"
1.5"
2"
2.5"
1.25"
1.5"
1.5"
1.25"
2"
2.5"
1.25"
1.25"
1.25"
2"
3"
1.25"
1.25"
1.25"
1.25"
1.5"
1.25"
2.5"
1.25"
1.5"
2"
2"
1.25"
2.5"
2.5"
1.25"
1.25"
1.25"
1.25"
1.25"
1.5"
1.5"
1.5"
1.25"
1.25"
2"
1.25"
1.25"
1.25"
1.5"
2"
1.25"
3"
2.5"
1.5"
1.5"
1.5"
1.25"
1.5"
1.5"
1.25"
1.25"
1.25"
1.25"
1.5"
2"
2"
2.5"
1.25"
1.25"
3"
1.25"
2.5"
3"
1.25"
2"
2"
1.25"
2"
1.25"
1.25"
2"
1.25"
1.5"
2.5"
1.25"
3"
1.5"
1.25"
1.25"
4"
4"
4"
4"
4"
4"
4"
4"
10"
10"
10"
10"
6"
10"
10"
6"
6"
10"
10"
10"
6"
4"
10"
10"
4"
2.5"
1.5"
2"
1.5"
1.5"
1.5"
1.25"
1.25"
1.25"
1.25"
1.5"
1.25"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
3"
2.5"
2"
1.25"
1.25"
2"
1.5"
2"
2"
1.25"
2.5"
1.5"
2"
1.25"
2.5"
2"
1.25"
1.25"
2.5"
2"
2"
1.5"
1.25"
2"
1.5"
2"
2"
2"
1.5"
1.5"
1.25"
2"
2"
1.5"
2.5"
1.25"
1.25"
1.25"
1.25"
1.25"
1.5"
1.5"
1.5"
1.25"
1.25"
1.25"
1.25"
1.5"
1.5"
1.5"
1.5"
1.25"
2"
2"
1.25"
1.5"
1.5"
1.25"
1.25"
2"
1.5"
1.25"
1.25"
1.25"
1.25"
1.25"
2"
2"
1.25"
2"
2"
1.5"
1.25"
2"
2"
1.25"
2"
1.25"
2"
2"
1.5"
1.25"
2"
1.5"
1.25"
1.25"
1.5"
3"
3"
3"
1.5"
4"
10"
2"
1.5"
1.5"
1.25"
1.25"
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
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.
ADD ALT #2 NOT ACCEPTED: WITHIN THE BOUNDARY
INDICATED INSTALL MAINLINE AND REMOTE CONTROL
VALVES AS SHOWN. STUB OUT VALVES DOWNSTREAM
OF OUTLET.
ADD TWO 2-INCH REMOTE CONTROL VALVE WITH
SHORT RADIUS ROTOR SPRINKLERS TO IRRIGATE SOD
ALONG ROADWAY IF ADD ALTERNATE #2 IS NOT
ACCEPTED.
ADD ALTERNATE #2 BOUNDARY
2"
1.5"
1.5"
1.25"
1.25"
2"
1.5"
1.5"
1.25"
1.25"
2"
1.5"
1.25"
2.5"
2.5"
2.5"
1.25"
2"
2"
1.5"
1.5"
1.25"
1.5"
1.5"
1.25"
1.25"
2"
1.5"
1.25"
57.4870
2"
1.5"
1.5"
1.5"
1.5"
2.5"
2"
1.25"
2"
1.25"
3"
3"
2"
2"
1.25"
2"
1.25"
1.25"
3"
2.5"
2"
1.5"
3"
2.5"
2"
1.25"
3"
2"
1.5"
2.5"
2.5"
2"
1.25"
3"
2.5"
2"
1.25"
1.25"
1.25"
1.25"
1.5"
2"
2.5"
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"
3"
2.5"
2"
2"
1.25"
2.5"
2"
1.25"
1.25"
3"
2.5"
2"
1.5"
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"
3"
3"
3"
3"
1.25"
2.5"
3"
2.5"
2.5"
1.25"
3"
1.25"
1.25"
1.25"
1.5"
1.5"
1.25"
1.25"
1.25"
1.25"
1.5"
1.25"
1.25"
2"
2.5"
2"
1.25"
1.25"
1.25"
3"
3"
3"
1.25"
1.25"
2"
3"
2.5"
3"
2.5"
1.25"
3"
2.5"
2.5"
1.25"
1.25"
2.5"
3"
2.5"
3"
10"
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.
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"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
3"
3"
3"
2"
1.5"
2"
1.5"
1.5"
1.25"
1.25"
1.5"
1.5"
1.25"
1.25"
1.25"
1.25"
2"
1.25"
1.25"
1.25"
1.25"
1.25"
1.5"
2.5"
2"
1.5"
1.25"
1.25"
2"
1.5"
1.25"
1.5"
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"
4"
1.25"
1.25"
1.25"
1.25"
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"
2"
1.5"
2"
1.5"
1.5"
1.25"
1.25"
1.5"
1.5"
1.25"
1.25"
1.25"
2"
2"
2"
1.25"
1.5"
1.25"
1.5"
1.25"
2"
1.5"
1.5"
1.25"
2"
1.25"
1.5"
1.5"
1.5"
1.5"
1.25"
1.25"
2"
1.5"
1.25"
1.25"
1.5"
1.25"
1.25"
1.25"
2.5"
1.25"
3"
2.5"
2.5"
2"
2"
2"
1.5"
1.25"
1.25"
1.25"
1.25"
2.5"
2"
1.25"
1.25"
1.5"
1.25"
1.25"
2"
1.5"
1.5"
1.25"
1.25"
2.5"
1.25"
1.25"
1.25"
1.25"
1.5"
1.25"
2"
1.5"
1.25"
1.25"
2.5"
2"
2"
1.5"
1.25"
1.25"
1.5"
1.5"
2"
1.25"
1.25"
1.25"
1.25"
1.25"
3"
2.5"
2.5"
2"
1.25"
1.25"
3"
1.25"
2"
1.25"
2.5"
1.25"
2"
1.25"
3"
2"
2"
1.25"
1.25"
2.5"
2"
1.25"
RB 5000 MPR-25 THIS
AREA
RB 5000 MPR-25 THIS
AREA
RB 5000 MPR-25 THIS
AREA
15' TURF STRIP &
SPRAY HEADS
15' TURF STRIP &
SPRAY HEADS
PPC
IGC
IGC
IGC
IGC
PPC
PPC
PPC
PPC
IGC
IGC
IGC
33A
33B
PPC
PPC
PPC
IGC
IGC
EX. 5
PPC
EX. 7
IGC
EX. 28
PPC
EX. 27
PPC
EX. 26
PPC
EX. 25
PPC
EX. 23
PPC
EX. 24
IGC
EX. 12
PPC
EX. 13
PPC
EX. 3
PPC
EX. 11
IGC
EX. 10
IGC
EX. 8
IGC
EX. 9
IGC
EX. 22
IGC
EX. 21
IGC
EX. 20
IGC
EX. 19
IGC
EX. 18
TG
EX. 17
IGC
EX. 18
IGC
EX. 4
TG
EX. 15
IGC
EX. 14
IGC
EX. 2
PPC
EX. 1
PPC
1.25"
1.25"
1.25"
1.5"
1.25"
1.25"
2"
1.25"
1.25"
1.25"
1.25"
2.5"
3"
1.5"
2"
2"
1.25"
1.25"
8'
8'
3"
2.5"
1.25"
1.25"
3"
2.5"
2.5"
2.5"
2"
2"
1.25"
3"
3" 3"
3"
3" 3"
3"
3"
1.25"
1.25"
1.5"
1.5"
1.25"
2"
1.5"
1.25"
1.25"
1.5"
1.25"
2"
1.5"
1.25"
1.5"
1.25"
1.25"
3"
2.5"
1.5"
1.5"
1.25"
1.25"
1.25"
1.25"
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"
4"
4"
2"
1.25"
1.25"
2"
1.25"
1.25"
CONTRACTOR RESPONSIBLE
REPAIR OR REPLACE ANY
BROKEN IRRIGATION
EQUIPMENT ON HAUL ROUTE
CONTROL WIRE
SITE CONSTRUCTION LIMIT
SITE CONSTRUCTION LIMIT
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
AA
B
D
C
E
F
G
CC
H
I
J
CC
ET
ET
Q
Q
Q
Q
Q
Q
Q
.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
.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
.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
.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
.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
.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
K-43
1.5"
Q
.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
.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
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
.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
.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
.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
.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
.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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1"
K-20
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K-72
2"
K-71
2"
K-70
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K-69
1.5"
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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"
J-27
1.5"
J-26
2"
J-31
2"
J-28
2"
J-29
2"
J-30
1"
J-21
2"
J-22
1"
J-23
2"
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2"
J-37
2"
J-39
2"
J-40
2"
J-41
2"
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1.5"
J-12
2"
J-11
2"
J-8
1.5"
J-6
1.5"
J-3
1.5"
J-48
1.5"
J-24
1"
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1"
J-35
1"
J-25
2"
J-13
1.5"
J-9
1"
J-7
1.5"
J-2
1.5"
J-49
1"
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.5
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.5
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1.5"
2"
.5
.5
.5
.5
.5
.5
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1.5"
.5
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.5
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1.5"
.5
.5
.5
.5
.5
.5
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.5
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.5
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.5
.5
.5
.5
.5
.5
.5
.5
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.5
.5
.5
.5
.5
.5
.5
.5
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.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
K-42
1"
K-41
2"
.5
.5 .5
.5
.5
.5
.5
.5
.5
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.5
.5
.5
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.5
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.5
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.5
.5
.5
.5
.5
K-80
1.5"
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
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.5
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.5
.5
.5
.5
.5
.5
K-75
2"
K-66
2"
K-78
2"
K-77
2"
K-76
2"
J-17
2"
J-16
2"
J-15
2"
J-19
2"
J-18
2"
J-14
2"
J-20
1.5"
K-64
1"
K-63
2"
K-62
2"
30 30
K-65
1.5"
K-19
1.5"
.5
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.5
.5
.5
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.5 .5
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.5
.5
.5
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.5
.5
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.5
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.5
.5
.5
.5
.5
K-40
1.5"
K-39
1"
K-38
1"
1.5"
1.5"
Q
J-44
1"
J-45
1"
J-42
2"
J-43
2"
K-73
2"
Q
Q
J-93
1"
J-94
1"
J-95
2"
J-96
2"
.5
K-79
1.5"
K-10
1"
.5
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1.5"
1.5"
1.5"
1.5"
1.5"
1.5"
2"
1.5"
1.5"
1"
1"
1.5"
1"
1.5"
1"
1.5"
1"
1.5"
1.5"
1"
1"
1"
1"
1"
1.5"
1.5"
1"
1.5"
1"
1"
1.5"
1"
1"
1.5"
1"
1.5"
1.5"
1.5"
1"
1"
1"
1.5"
1"
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Q
Q
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Q
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Q
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Q
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K
J-52
2"
J-51
2"
J-50
1.5"
J-63
2"
J-62
2"
J-61
2"
J-60
2"
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"
J-87
2"
J-86
2"
J-85
2"
J-92
2"
J-91
2"
J-90
2"
J-88
2"
J-89
1.5"
Q
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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J-33
1"
J-32
1.5"
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.5
.5
.5
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.5
.5
.5
.5
.5
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.5
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J-1
1"
J-4
1"
.5
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J-47
1.5"
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J-46
1"
J-5
1.5"
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1.5"
K-2
1.5"
K-1
1.5"
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101010
K-16
1.5"
K-9
1.5"
K-17
1.5"
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0 10
K-60
1"
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K-82
1.5"
K-74
1.5"
K-81
1.5"
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2"
D
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G
J-53
2"
J-54
2"
J-55
2"
J-56
1.5"
J-57
1"
J-58
1.5"
J-59
1"
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1"
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K-67
2"
K-68
2"
1"
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
LI401
OF 262
C e t i i e
I i at i
D e i e
I
R
R
I
G
A
T
I
O
N
A S
S
O
C
I
A
T
I
O
N
CID
O
H
N
D
LE
O
N
A
R
D
6 27 2018
IRRIGATION CONTROLLER PLAN
LEGEND
Q
H11
10 10 10
.5
A
C
H
I
20 20 20
30 30 30
.75
R
K
G
D
S
TRUE
NORTH
0 120' 240'
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