0010 Phase II As Builts 1.pdf

PDF 6 MB Posted

Attached to
Sacramento Valley National Cemetery Grounds Maintenance Services -- S208
Solicitation number
36C78625R50086
Issued by

About this file

These are record irrigation drawings for the Sacramento Valley National Cemetery Phase 2 Development project located at 5810 Midway Road, Dixon, California 95620. The drawings were prepared by Anderson Engineering of MN, LLC in coordination with Aqua Engineering and issued September 21, 2021, based on contractor-provided information. The document comprises multiple irrigation plan sheets (LI101-LI113) detailing the complete irrigation system design for the cemetery expansion.

The irrigation system design includes PVC mainlines, laterals, and control components distributed across five detailed plan sheets covering different sections of the property. Key features include multiple irrigation controllers with varying capacities (ranging from 16 to 56 stations), pop-up rotor sprinklers at 45 and 50 PSI, rain bird spray heads, quick coupling valves, isolation gate valves, and remote control valves. Pipe sizes range from 1.25 inches to 10 inches, with specific flow rates and specifications noted throughout. The system incorporates existing irrigation infrastructure (PPC and IGC zones) while integrating new master controllers, valve stations, and distribution lines. Demolition notes indicate removal of existing sprinklers, lateral pipe, and mainline components in specific areas. The drawings include a legend identifying all valve types, sprinkler models, and flow specifications, with flag notes providing additional installation requirements and clarifications for contractors implementing the irrigation system.

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Text version

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

RECORD DRAWINGS

SEPTEMBER 21, 2021

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/TWRevisions: 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 on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

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

LI001R

OF 262

RECORD DRAWINGS 09/21/2021

Ce rti f ie d Irrigation Designer

I R R

I G A T I O N A S S OC I AT I O

NCID

46102

JO

HN D. LEONARD

6/27/2018

NOTE:

THESE RECORD DRAWINGS

HAVE BEEN PREPARED

BASED ON INFORMATION

PROVIDED BY THE

CONTRACTOR. THE

INFORMATION PROVIDED BY

THE CONTRACTOR IS

BELIEVED TO BE RELIABLE

AND CORRECT, HOWEVER

AQUA ENGINEERING HAS

NOT FIELD VERIFIED THE

INFORMATION PROVIDED

AND IS NOT RESPONSIBLE

FOR ITS ACCURACY, NOR

FOR ERRORS OR OMISSIONS

WHICH MAY HAVE BEEN

INCORPORATED INTO THESE

DRAWINGS AS A RESULT.

IRRIGATION COVER SHEET

GENERAL DESCRIPTION

GENERAL NOTES

LEGEND

Q

2"

F

H

Q

F

H

Q

F

H

Q

FLAG NOTES

DEMOLITION FLAG NOTES

D1

D2

D3

D4

LI101

LI102

LI103

LI104

LI105

LI106

LI107

LI108

LI109

LI110

LI111

LI112

LI113

MIDWAY ROAD

45PPC

EX. 20

IGC

SIERRA NEVADA DR.

MIDWAY ROAD

45PPC

EX. 20

IGC

SIERRA NEVADA DR.

NEW

MASTER

NEW LOCATION

FOR ET GAUGE,

MOVE FROM

OLD LOCATION

6"

6"

6" 6"

6"

6"

6"

1.25"

3"

2.5"

2"

1.25"

2"

1.25"

3"

2.5"

2"

1.25"

2.5"

2.5"

2"

3"1.25" 2.5"

2"

1.25"

3"2.5"

2.5" 2"

1.25"

1.25"

3"

2" 2"

2"

1.25"

1.25"

1.25"

1.25"

1.25"

3"

1.25"

2.5"

2"

1.25"

2.5"

2"

1.25"

1.25"

2"

1.5"

1.25"

1.25"

2"

1.25" 1.25"

2"

1.25"

2.5"

2"

1.25"

2.5"

2.5"

3"

1.25"

1.5" 2.5"

1.25"

1.25"

1.5" 2"

2"

2.5"1.25"

3"

6"

6"

1.5"

2"

2"

1.5"

1.5" 1.25"

1.25"

TYP

IF 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

2.5"

1.25"

1.5"

3"

IRRIGATION VALVES MAY BE SHOWN OUTSIDE OF THE

PLANTING BED FOR CLARITY ONLY.

INSTALL ALL VALVES ATLEAST 2-FEET INTO PLANTING BEDS.

IRRIGATION VALVES MAY BE SHOWN OUTSIDE OF

THE PLANTING BED FOR CLARITY ONLY.

2"

1.5"

2" 1.25"

1.25"

1.25"

1.25"

1.25"

RB 5000 MPR-25 THIS

AREA

PPC

IGC

SITE CONSTRUCTION LIMIT

J

ET

Q

Q

Q

J-27

1.5"

J-26

2"

J-21

2"

J-22

1"

J-23

2"

J-40

J-41

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

J-24

1"

J-25

2"

.5

J-19

2"

J-18

2"

J-20

1.5"

Q

J-44

1"

J-45

1"

J-42

2"

J-43

2"

Q

Q

.5 .5 .5

.5

D

G

G

G S

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q 25

Q 25

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q25

Q

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

RECORD DRAWINGS

SEPTEMBER 21, 2021

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/TWRevisions: 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 on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

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

LI101

OF 262

RECORD DRAWINGS 09/21/2021

Ce rti f ie d Irrigation Designer

I R R

I G A T I O N A S S OC I AT I O

NCID

46102

JO

HN D. LEONARD

6/27/2018

NOTE:

THESE RECORD DRAWINGS

HAVE BEEN PREPARED

BASED ON INFORMATION

PROVIDED BY THE

CONTRACTOR. THE

INFORMATION PROVIDED BY

THE CONTRACTOR IS

BELIEVED TO BE RELIABLE

AND CORRECT, HOWEVER

AQUA ENGINEERING HAS

NOT FIELD VERIFIED THE

INFORMATION PROVIDED

AND IS NOT RESPONSIBLE

FOR ITS ACCURACY, NOR

FOR ERRORS OR OMISSIONS

WHICH MAY HAVE BEEN

INCORPORATED INTO THESE

DRAWINGS AS A RESULT.

IRRIGATION PLAN 1

LI101

LI102

LI103

LI104

LI105

LI106

LI107

LI108

LI109

LI110

LI111

LI112

LI113

LEGEND

Q

2"

F

H

Q

F

H

Q

F

H

Q

0 30' 60'

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

Fi le

P at h

RECORD DRAWINGS

SEPTEMBER 21, 2021

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/TWRevisions: 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 on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

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

LI102

OF 262

RECORD DRAWINGS 09/21/2021

Ce rti f ie d Irrigation Designer

I R R

I G A T I O N A S S OC I AT I O

NCID

46102

JO

HN D. LEONARD

6/27/2018

NOTE:

THESE RECORD DRAWINGS

HAVE BEEN PREPARED

BASED ON INFORMATION

PROVIDED BY THE

CONTRACTOR. THE

INFORMATION PROVIDED BY

THE CONTRACTOR IS

BELIEVED TO BE RELIABLE

AND CORRECT, HOWEVER

AQUA ENGINEERING HAS

NOT FIELD VERIFIED THE

INFORMATION PROVIDED

AND IS NOT RESPONSIBLE

FOR ITS ACCURACY, NOR

FOR ERRORS OR OMISSIONS

WHICH MAY HAVE BEEN

INCORPORATED INTO THESE

DRAWINGS AS A RESULT.

IRRIGATION PLAN 2

LI101

LI102

LI103

LI104

LI105

LI106

LI107

LI108

LI109

LI110

LI111

LI112

LI113

LEGEND

Q

2"

F

H

Q

F

H

Q

F

H

Q

LA

KE

BE

RR

YE

SS

A D

RIV

E

JE

PS

ON

PR

AIR

IE

DR

SERVICE ROAD PUTAH

IGC

IGC

COLUMBARIUM3

44PPC

SIERRA NEVADA DR.

CREEK WAY

LA

KE

BE

RR

YE

SS

A D

RIV

E

JE

PS

ON

PR

AIR

IE

DR

SERVICE ROAD PUTAH

IGC

IGC

COLUMBARIUM3

44PPC

SIERRA NEVADA DR.

CREEK WAY

NEW

MASTER

CONTROLLER

118VAC, 5.8 AMP

4"

6"

6"

6"

6"

6"

6"

6"

6"

2.5"

2"

1.25"

1.25"

1.25"

1.25"

1.25"

1.25"

1.25"

2.5"

2.5"

2"

3"

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"

1.25"

2"1.25"

1.25"1.25"

1.5"

3"

3"

2" 2"

1.25"

3"

2"

2"

1.25"

1.25"

3"

2.5"

2"

1.25"

2" 2"

1.5"

1.25"

1.25"

2" 2.5"

1.5"

2.5"

1.5"

1.5"

1.25" 1.25"

1.25"

1.25"

1.25"

3" 2.5"

3"

1.25"

2"

2"

6"

4"

4"

1.25"

1.5"

3"

3"

3"

TYP

TYP

IF ADD ALT #1 NOT ACCEPTED: WITHIN THE BOUNDARY

INDICATED INSTALL MAINLINE, REMOTE CONTROL

VALVES, AND DECODER CABLE 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.

8 8 8

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"

2"

1.5"

1.5"

1.5"

1.5"

2.5"

2"

1.25"

2"

1.25"

3"

3" 2"

2"

1.25"

3"3"

3"

2"

1.5"

2.5"

1.5"

2"

2.5"

1.25"

3"

1.25"

1.25"

1.25"

1.25"

2"

2.5"

2"

1.25"

1.25"

1.25"

3"

3"

IRRIGATION VALVES MAY BE SHOWN OUTSIDE OF

THE PLANTING BED FOR CLARITY ONLY.

INSTALL ALL VALVES ATLEAST 2-FEET INTO

PLANTING BEDS.

6"

6"

6"

6"

6"

6"

6"

6"

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"

1.5"

1.25"

1.25"

1.5"

1.25"

IGC

IGC

IGC

PPC

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"

J

ET

Q

Q

Q

20 20

J-31

2"

J-28

2"

J-29

2"

J-30

1"

-J-38

2"

J-37

2"

J-39

2"

J-40

2"

J-41

2"

20 20

10 10 10

20 20 20

10 10

10 20

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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

.5

.5 .5 .5 .5 .5

.5

.5.5.5.5.5.5

.5

.5

.5

.5

.5 .5

.5

.5 .5

.5 .5

.5 .5

.5

.5

.5

.5

.5 .5

.5

.5

.5 .5

.5

.5 .5

.5

.5

.5

.5

.5

.5 .5

.5 .5.5

.5 .5

.5 .5.5

.5.5 .5

.5 .5

.5

.5 .5

.5 .5

.5 .5

.5 .5

.5 .5 .5 .5 .5 .5

.5.5.5.5.5.5.5.5.5

.5 .5 .5 .5 .5 .5 .5

.5 .5

.5 .5

.5

.5

.5

.5

.5

.5

.5

.5 .5

.5

.5

.5

.5.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5 .5

.5

.5

.5

.5 .5

.5.5

.5 .5

.5 .5

.5

.5.5 .5 .5.5

.5.5

.5.5 .5

.5 .5

.5 .5

.5

.5

.5 .5 .5

.5 .5

.5 .5

.5

.5 .5

.5 .5

.5 .5 .5

.5

.5 .5 .5

.5

.5 .5

.5 .5 .5 .5

.5 .5

.5

.5 .5

.5

.5

.5

.5

.5 .5

.5

.5

.5 .5

.5

.5

.5

.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-36

1.5"

J-12

2"

J-11

2"

J-8

1.5"

J-6

1.5"

J-3

1.5"

J-48

1.5"

.5 .5

.5 .5

.5 .5

.5 .5

.5 .5

.5 .5

J-34

1"

J-35

1"

J-13

1.5"

- J-9

1"

J-7

1.5"

J-2

1.5"

J-49

1"

J-17

2"

- J-16

2"

J-15

2"

J-14

2"

Q

K-10

1"

Q

Q

Q

Q Q

Q

Q

J-52

2"

J-51

2"

J-50

1.5"

J-63

2"

J-62

2"

J-61

2"

J-60

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

10 10 10 20 10 10

10 10

10 10

.5

.5

.5

.5

.5

.5

.5

.5 .5

.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

J-47

1.5"

.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"

QG

.5 .5

.5 .5

.5 .5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5 .5

.5

.5

.5 .5

.5 .5

.5 .5

.5 .5

.5 .5

.5 .5

.5

.5

.5

.5

.5 .5 .5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

RECORD DRAWINGS

SEPTEMBER 21, 2021

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/TWRevisions: 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 on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

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

LI103

OF 262

RECORD DRAWINGS 09/21/2021

Ce rti f ie d Irrigation Designer

I R R

I G A T I O N A S S OC I AT I O

NCID

46102

JO

HN D. LEONARD

6/27/2018

NOTE:

THESE RECORD DRAWINGS

HAVE BEEN PREPARED

BASED ON INFORMATION

PROVIDED BY THE

CONTRACTOR. THE

INFORMATION PROVIDED BY

THE CONTRACTOR IS

BELIEVED TO BE RELIABLE

AND CORRECT, HOWEVER

AQUA ENGINEERING HAS

NOT FIELD VERIFIED THE

INFORMATION PROVIDED

AND IS NOT RESPONSIBLE

FOR ITS ACCURACY, NOR

FOR ERRORS OR OMISSIONS

WHICH MAY HAVE BEEN

INCORPORATED INTO THESE

DRAWINGS AS A RESULT.

IRRIGATION PLAN 3

LI101

LI102

LI103

LI104

LI105

LI106

LI107

LI108

LI109

LI110

LI111

LI112

LI113

LEGEND

Q

2"

F

H

Q

F

H

Q

F

H

Q

EX.

POND

(1.2 ac.)

BERRYESSA

PPC

PPC

A

N O

LAKE

DRIVE

EX.

POND

(1.2 ac.)

BERRYESSA

PPC

PPC

LAKE

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

20 20

20 20 20

.5 .5

.5 .5 .5

.5

.5

.5

.5

.5

.5 .5

.5

.5

.5 .5 .5 .5

.5 .5

.5

.5 .5

.5

.5.5

.5.5 .5 .5

.5

.5

.5

.5 .5

.5

.5

.5

.5

.5 .5

.5

.5 .5

.5 .5

.5 .5

.5 .5 .5

.5 .5.5

.5

.5 .5

.5

.5 .5

.5 .5

.5 .5

.5

.5 .5

.5.5

.5.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5 .5

.5

.5

.5 .5

.5

.5

.5 .5

.5 .5

.5 .5

.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

Fi le

P at h

RECORD DRAWINGS

SEPTEMBER 21, 2021

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/TWRevisions: 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 on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

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

LI104

OF 262

RECORD DRAWINGS 09/21/2021

Ce rti f ie d Irrigation Designer

I R R

I G A T I O N A S S OC I AT I O

NCID

46102

JO

HN D. LEONARD

6/27/2018

NOTE:

THESE RECORD DRAWINGS

HAVE BEEN PREPARED

BASED ON INFORMATION

PROVIDED BY THE

CONTRACTOR. THE

INFORMATION PROVIDED BY

THE CONTRACTOR IS

BELIEVED TO BE RELIABLE

AND CORRECT, HOWEVER

AQUA ENGINEERING HAS

NOT FIELD VERIFIED THE

INFORMATION PROVIDED

AND IS NOT RESPONSIBLE

FOR ITS ACCURACY, NOR

FOR ERRORS OR OMISSIONS

WHICH MAY HAVE BEEN

INCORPORATED INTO THESE

DRAWINGS AS A RESULT.

IRRIGATION PLAN 4

LI101

LI102

LI103

LI104

LI105

LI106

LI107

LI108

LI109

LI110

LI111

LI112

LI113

LEGEND

Q

2"

F

H

Q

F

H

Q

F

H

Q

ROAD A

37IGC

IGC

IGC

33A

34PPC

33B

S

O

L

D

R

I

V

E

S

O

L

I

V

E

SOLANO DRIVE

ROAD A

37IGC

IGC

IGC

33A

34PPC

33B

S

O

L

I

V

E

S

O

L

I

V

E

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"

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"

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 36

IGC 35

IGC

33A 33B

1.5"

1.5"

1.25"

2"

1.5"

1.25"

1.25"

1.5"1.25"

Q

20 20

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"

.5 .5

.5

.5 .5

.5 .5

.5

.5

.5 .5

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.5 .5

.5 .5

.5 .5

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.5 .5

.5 .5

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.5 .5

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.5 .5

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.5 .5

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.5 .5

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.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 .5

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.5

.5

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.5

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.5 .5

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.5 .5

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.5.5 .5

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.5 .5 .5

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.5 .5

.5

.5.5

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.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

30 30

Q

J-93

1"

J-94

1"

J-95

1"

J-96

1"

.5

Q

Q

Q

Q

Q

K 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

K-3

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

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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

.5

.5 .5

.5 .5

.5

.5 .5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5 .5

.5

.5

.5

.5 .5

.5 .5

.5 .5

.5 .5

.5

.5 .5

.5 .5

.5

.5 .5

1010101010

10 10 10 10 10 10 10 10

101010

101010

10 10 10

10 10

101010101020

101010102020

K-16

1.5"

-K-9

1.5"

K-17

1.5"

K-4

1.5"

.5

.5 .5

.5

.5

.5

.5 .5

.5

.5 .5 .5

.5 .5.5

D

D

D

D

G

G

G

G

G

S

K-18

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

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Q 25 Q

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1"1" 1"

1"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

RECORD DRAWINGS

SEPTEMBER 21, 2021

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/TWRevisions: 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 on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

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

OF 262

RECORD DRAWINGS 09/21/2021

Ce rti f ie d Irrigation Designer

I R R

I G A T I O N A S S OC I AT I O

NCID

46102

JO

HN D. LEONARD

6/27/2018

NOTE:

THESE RECORD DRAWINGS

HAVE BEEN PREPARED

BASED ON INFORMATION

PROVIDED BY THE

CONTRACTOR. THE

INFORMATION PROVIDED BY

THE CONTRACTOR IS

BELIEVED TO BE RELIABLE

AND CORRECT, HOWEVER

AQUA ENGINEERING HAS

NOT FIELD VERIFIED THE

INFORMATION PROVIDED

AND IS NOT RESPONSIBLE

FOR ITS ACCURACY, NOR

FOR ERRORS OR OMISSIONS

WHICH MAY HAVE BEEN

INCORPORATED INTO THESE

DRAWINGS AS A RESULT.

IRRIGATION PLAN 5

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LEGEND

Q

2"

F

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F

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F

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P-SACVAL2-RD-LI102
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File details come from the government source that posted it. Updated .