36C10F18R0581-071.pdf

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Sacramento Valley National Cemetery Phase II Development
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36C10F18R0581
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CENTRAL

VALLEY

W

AY

EX. 3

PPC

EX. 9

IGC

EX. 10

IGC

CENTRAL

VALLEY

W

AY

EX. 3

PPC

EX. 9

IGC

EX. 10

IGC

EXISTING

CENTRAL

CONTROL

COMPUTER

LOCATION

10"

10"

10"

10"

6"

6"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

6"

6"

3"

10"

10"

10"

10"

10"

10"

10"

10"

PLANTERS BEHIND

COLUMBARIUM TO REMAIN

SPRAY ZONES DUE TO PLANTING

DENSITY

PLANTERS BEHIND

COLUMBARIUM 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 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"

1.5"

1.25"

1.25"

1.25"

1.25"

1.25"

1.25"

1.25"

1.5"

1.25"

1.25"

1.25"

1.5"

2"

1.25"

1.25"

1.5"

1.5"

1.5"

10"

1.25"

1.25"

1.5"

1.5"

1.25"

1.25"

1.25"

2"

1.5"

1.5"

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"

1.25"

1.25"

EX. 3

PPC

EX. 10

IGC

EX. 9

IGC

CONTRACTOR RESPONSIBLE

REPAIR OR REPLACE ANY

BROKEN IRRIGATION

EQUIPMENT ON HAUL ROUTE

E

CC

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1.5"

0 1

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1.5"

1.5"

1"

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1"

1"

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1"

1"

.5

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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 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

LI111

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A

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CID

J

O

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A

R

D

6/27/2018

IRRIGATION PLAN 11

LI101

LI102

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LI113

LEGEND

Q

H11

2"

10 10 10

.5

A

C

H

I

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30 30 30

.75

R

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K

G

D

S

0 30' 60'

O:\AEM\SACVALLEYPH2\P-SACVAL2-CD.dwg, 6/22/2018 4:52:03 PM, _DWG To PDF.pc3

AutoCAD SHX Text 67.43

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10" MAIN LINE

AutoCAD SHX Text

3" MAIN

AutoCAD SHX Text M c C U N E C R E E K

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SOLANO DRIVE

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CENTRAL

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VALLEY

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WAY

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WALL

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TRASH

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SOLANO DRIVE

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CENTRAL

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VALLEY

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WAY

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TRASH

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MATCHLINE LI108

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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.

AutoCAD SHX Text

FC PC

SOLANO DRIVE

FOLSOM LAKE WAY

POTAH CREEK WAY

BUTTE DRIVE

SOLANO DRIVE

FOLSOM LAKE WAY

POTAH CREEK WAY

BUTTE DRIVE

NEW BOARD;

NO LONGER

MASTER CONTROLLER

ET GAUGE

OLD LOCATION

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"10"

10"

10"

10"

10"

10" 10"

10"

4"

4"

4"

4"

2"

1.25"

MULCHED PLANTERS

TO REMAIN SPRAY ZONES DUE

TO PLANTING DENSITY

AREA TO REMAIN ROTOR ZONES

DUE TO PLANTING DENSITY AND

BEE HABITAT

THIS AREA TO REMAIN SPRAY

ZONES DUE TO PLANTING

DENSITY

THIS AREA TO BE CONVERTED

FROM ROTOR SPRINKLERS TO

INDIVIDUAL BUBBLERS FOR

TREES AND SHRUBS

THIS AREA TO BE CONVERTED

FROM ROTOR SPRINKLERS TO

INDIVIDUAL BUBBLERS FOR

TREES AND SHRUBS

THIS AREA TO BE CONVERTED

FROM ROTOR SPRINKLERS TO

INDIVIDUAL BUBBLERS FOR

TREES AND SHRUBS

THIS AREA TO BE CONVERTED

FROM ROTOR SPRINKLERS TO

INDIVIDUAL BUBBLERS FOR

TREES AND SHRUBS

THIS AREA TO BE CONVERTED

FROM ROTOR SPRINKLERS TO

INDIVIDUAL BUBBLERS FOR

TREES AND SHRUBS

1.5"

1.25"

2"

1.5"

1.5"

1.25"

1.25"

1.25"

2"

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

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6/27/2018

IRRIGATION PLAN 12

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

AutoCAD SHX Text H

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AutoCAD SHX Text MAINLINE PIPE *TYPE: PVC CL 200 *SIZE: PER PLANS COMMUNICATION CABLE *TYPE: PVC CL 200 SLEEVING *TYPE: PVC CL 200 PVC CL 200 LATERAL PIPE TO SPRINKLERS *TYPE: SCH 40 PVC SCH 40 PVC *SIZE: 3/4-INCH UNLESS OTHERWISE INDICATED BUBBLER LATERALS 3/4-INCH UNLESS OTHERWISE INDICATED BUBBLER LATERALS *SIZE: 1-INCH UNLESS OTHERWISE INDICATED FOR SPRINKLER LATERALS 1-INCH UNLESS OTHERWISE INDICATED FOR SPRINKLER LATERALS POINT-OF-CONNECTION (P.O.C.) BLOW-OFF ASSEMBLY *REFER TO DETAILS ISOLATION GATE VALVE ASSEMBLY *MODEL: REFER TO SPECIFICATIONS *SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE REMOTE CONTROL VALVE ASSEMBLY *MODEL: RAIN BIRD PESB RAIN BIRD PESB *SIZE AS SHOWN QUICK COUPLING VALVE ASSEMBLY *MODEL: RAIN BIRD 44NP AIR VACUUM RELIEF VALVE ASSEMBLY *MODEL: REFER TO SPECIFICATIONS TWO WIRE PATH GROUNDING AND SURGE PROTECTION TWO WIRE PATH DECODER CABLE FUSE DEVICE SOIL MOISTURE SENSOR

AutoCAD SHX Text BUBBLER ON POPUP SPRAY SPRINKLER RAIN BIRD 1402 1800-SAM-PRS FLOW 0.5 GPM ROOT WELL ASSEMBLY POP-UP ROTOR SPRINKLER HUNTER I-25-06-SS @ 70 PSI *NUMBER WITHIN IS NOZZLE NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 20 19.2 63 19.2 63 63 HUNTER MP ROTATOR @ 40 PSI ON RAIN BIRD 1806-SAM-P45 SPRAY BODY NOZZLE: 1000 RADIUS: 14.0 FEET 1000 RADIUS: 14.0 FEET RADIUS: 14.0 FEET FLOW (GPM): Q - 0.21 H - 0.42 F - 0.84 NOZZLE: 2000 RADIUS: 20.0 FEET 2000 RADIUS: 20.0 FEET RADIUS: 20.0 FEET FLOW (GPM): Q - 0.43 H - 0.86 F - 1.48 NOZZLE: 3000 RADIUS: 30.0 FEET RADIUS: 30.0 FEET FLOW (GPM): Q - 0.86 H - 2.12 F - 3.64 POP-UP SPRINKLER: RAIN BIRD MPR SERIES ON 1806-SAM-PRS @ 30 PSI NOZZLF: 5' FLOW (GPM): Q-0.10 H-0.20 F-0.41 5' FLOW (GPM): Q-0.10 H-0.20 F-0.41 FLOW (GPM): Q-0.10 H-0.20 F-0.41 RADIUS: 8' FLOW (GPM): Q-0.26 H-0.52 F-1.05 8' FLOW (GPM): Q-0.26 H-0.52 F-1.05 FLOW (GPM): Q-0.26 H-0.52 F-1.05 RADIUS: 10' FLOW (GPM): Q-0.39 H-0.79 F-1.58 10' FLOW (GPM): Q-0.39 H-0.79 F-1.58 FLOW (GPM): Q-0.39 H-0.79 F-1.58 RADIUS: 12' FLOW (GPM): Q-0.65 H-1.30 F-2.60 12' FLOW (GPM): Q-0.65 H-1.30 F-2.60 FLOW (GPM): Q-0.65 H-1.30 F-2.60 RADIUS: 15' FLOW (GPM): Q-0.92 H-1.85 F-3.70 FLOW (GPM): Q-0.92 H-1.85 F-3.70 EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 29 STATIONS USED EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 30 STATIONS USED EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 34 STATIONS USED EXISTING IRRIGATION CONTROL UNIT: 40 STATION CAPACITY, 33 STATIONS USED NEW IRRIGATION CONTROL UNIT: 128 STATION CAPACITY, 96 STATIONS USED NEW IRRIGATION CONTROL UNIT: 128 STATION CAPACITY, 82 STATIONS USED INDICATES CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES EXISTING REMOTE CONTROL VALVE ASSEMBLY EXISTING MAINLINE PIPE EXISTING LATERAL PIPE TO SPRINKLERS EXISTING ROTOR SPRINKLERS EXISTING SPRAY SPRINKLERS DEMOLITION BOUNDARY NOTE: ALL SHADED IRRIGATION COMPONENTS ARE EXISTING. PRIOR TO CONSTRUCTION A CLEAN SET OF RECORD DRAWINGS THAT THESE PLANS HAVE REFERENCED WILL BE AVAILABLE IN PDF FORMAT. THESE DEMOLITION DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE VA. THE INFORMATION PROVIDED BY THE VA IS BELIEVED TO BE RELIABLE AND CORRECT. AQUA ENGINEERING IS NOT RESPONSIBLE FOR ITS ACCURACY.

BUTTE DRIVE

SU

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BUTTE DRIVE

BUTTE DRIVE

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MULCHED PLANTERS

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018 RWB JDL/EGKRevisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

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S

O

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CID

J

O

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N

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LE

O

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A

R

D

6/27/2018

IRRIGATION PLAN 13

LI101

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LI110

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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 4:54:49 PM, _DWG To PDF.pc3

AutoCAD SHX Text 66.49

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

AutoCAD SHX Text 10000

AutoCAD SHX Text

UTILITY STUB 2" CONDUIT

AutoCAD SHX Text

6" CAPPED CIP STAND PIPE

AutoCAD SHX Text

STOCKPILE

AutoCAD SHX Text

36" HDPE

AutoCAD SHX Text

AutoCAD SHX Text 66.49

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

AutoCAD SHX Text 10000

AutoCAD SHX Text

UTILITY STUB 2" CONDUIT

AutoCAD SHX Text

6" CAPPED CIP STAND PIPE

AutoCAD SHX Text

STOCKPILE

AutoCAD SHX Text

36" HDPE

AutoCAD SHX Text

AutoCAD SHX Text

MATCHLINE LI112

AutoCAD SHX Text

MATCHLINE LI109

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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