0010 Phase II As Builts 2.pdf

6 MB Posted

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

About this file

Written by GovTribe AI ·

These are record drawings for the Sacramento Valley National Cemetery Phase 2 Development project located at 5810 Midway Road, Dixon, California 95620. The drawings were prepared as of June 27, 2018, and issued on September 21, 2021. The project involves irrigation system design and installation across multiple planting areas designated as existing (EX.) sections with varying soil and drainage conditions (IGC for In-Ground Conditions and PPC for Previously Placed Cover).

The irrigation plans detail comprehensive water distribution systems including mainline pipes ranging from 6 to 12 inches in diameter, lateral lines from 1 to 3 inches, and valve assemblies with specific head spacing measurements (ranging from 10 to 30 feet between irrigation heads). Key features include remote control valve relocations, new 10-inch PVC mainline pipe installation, isolation gate valves, and control wire splicing in traffic-rated concrete boxes. The project involves excavation and exposure of existing 10-inch mainlines, removal of obsolete underground piping, and installation of new irrigation infrastructure across multiple planting beds designated EX. 4 through EX. 31. The design was prepared by Anderson Engineering of Minnesota, LLC, with irrigation design by Aqua Engineering under the direction of Project Manager Michael Brandvold and Project Director Robert Holmer. The U.S. Department of Veterans Affairs Office of Construction and Facilities Management oversaw the project development.

View the file

Other files

File Type Posted
0011 Performance Work Statement - Grounds Mx 052626.docx DOCX document
0011 SVNC Planting Schedule.pdf PDF
0011 Turf Maintenance SOP.pdf PDF
0011 Pest Management SOP.pdf PDF
0011 Nursery Stock Standards.pdf PDF
36C78625R50086 0011 RFP Amendment.docx DOCX document
0011 52.222-90 Addressing DEI Discrimination by Federal Contractors.docx DOCX document
0011 RFP_Addendum_Submission Instructions_ Evaluation.docx DOCX document
0011 Operational Standards and Measures.pdf PDF
0011 NCA Floral Policy.pdf PDF
0011 Sacramento Floral Policy.pdf PDF
0010 Phase II As Builts 3.pdf PDF
36C78625R50086 0010 RFP Amendment.docx DOCX document
0010 Drainage System Culvert Photo 3.jpg JPG image
0010 Phase II As Builts 5.pdf PDF
0010 Phase II As Builts 4.pdf PDF
0010 Fillable price schedule SVNC Grounds Mx UPDATED.xlsx XLSX spreadsheet
0010 Drainage System Culvert Photo 1.jpg JPG image
0010 Drainage System Culvert Photo 2.jpg JPG image
0010 Phase II As Builts 1.pdf PDF
0010 Additional Clarifications to QAs.docx DOCX document
0009 14.0_SNC- Phase 1B-Irrigation As-Builts_Combined.pdf PDF
0009 QA Reply Photos.docx DOCX document
0009 Solano DBA WD CA20260007 012326.docx DOCX document
36C78625R50086 0009 RFP Amendment.docx DOCX document
0009 Solano SCA WD 2015-5655 rev 25.docx DOCX document
0009 Questions and Answers.docx DOCX document
0009 UPDATED PWS.docx DOCX document
36C78625R50086 0008 RFP Amendment.docx DOCX document
36C78625R50086 0007 RFP Amendment.docx DOCX document
36C78625R50086 0006 RFP Amendment.docx DOCX document
36C78625R50086 0005 RFP Amendment.docx DOCX document
36C78625R50086 0004 RFP Amendment.docx DOCX document
36C78625R50086 0003 RFP Amendment.pdf PDF
36C78625R50086 0002 RFP Amendment.docx DOCX document
36C78625R50086 0001 RFP Amendment.docx DOCX document
0001 Site visit sign in.pdf PDF
Performance Work Statement.docx DOCX document
Performance Work Statement Attachments.docx DOCX document
Dignity Clause.docx DOCX document
Instructions to Offerors_Evaluations.docx DOCX document
Fillable price schedule SVNC Grounds Mx.xlsx XLSX spreadsheet
Quality Assurance Surveillance Plan.docx DOCX document
Sacramento County SCA WD 2015-5655 rev 22.docx DOCX document
36C78625R50086 Sacramento Valley National Cemetery Grounds Mx Svcs.pdf PDF
Sacramento County DBA WD CA20230007.docx DOCX document
Contract Guaranteed Minimum and Maximum Value.docx DOCX document
Show all 47

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SIERRA NEVADA DRIVE

DE

LT

A W

AY

MIDWAY ROAD

SIERRA NEVADA DR.

EX. 19

IGC

EX. 16

IGC

EX. 18

TG

EX. 14

IGC

EX. 4

TG

EX. 15

IGC

EX. 21

IGC

EX. 17

IGC

SIERRA NEVADA DRIVE

DE

LT

A W

AY

MIDWAY ROAD

SIERRA NEVADA DR.

EX. 19

IGC

EX. 16

IGC

EX. 18

TG

EX. 14

IGC

EX. 4

TG

EX. 15

IGC

EX. 21

IGC

EX. 17

IGC

1"

3"

6"

6"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10" 10"

10"

10"

8" 10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

8" 8"

6"

6"

6"

10"

1.25"

1.5"

1.25"

1.25"1.25" 1.5"

1.5"

1.5"1.25"

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"

1.5"

1.5"

2"1.5"

1.25" 1.25"

1.25"

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" 1.25"

1.5"

1.5"

1.25"

1.25"

EX. 21

EX. 20

IGC

EX. 19

IGC

EX. 18

TG

EX. 17

IGC

EX. 18

IGC

EX. 4

TG

EX. 15

IGC

EX. 14

IGC

.5.5 .5

.5

.5

.5

AA

B

C

.5

.5 .5

.5

.5 .5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5 .5 .5

.5

.5

.5

.5.5

.5 .5

.5

.5 .5

.5

.5

.5 .5

.5

.5

.5

.5

.5

.5 .5

.5

.5 .5

.5

.5 .5.5

.5 .5

.5 .5

.5.5 .5.5

.5 .5

.5 .5.5.5

.5 .5

.5 .5

.5

.5

.5

.5

.5 .5

.5

.5

.5

.5

.5

.5.5

.5.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5.5

.5

.5

.5 .5

.5 .5.5

.5

.5 .5

.5 .5

.5

.5

.5

.5 .5

.5

.5

.5 .5

.5.5

.5

.5 .5

.5

.5

.5

.5

.5.5

.5 .5

.5 .5.5

.5 .5

.5 .5

.5 .5

.5 .5

.5

.5 .5

.5 .5

.5 .5

.5 .5 .5

.5.5

.5 .5

.5

.5

.5.5 .5 .5 .5 .5

.5

.5.5

.5

.5

.5.5

.5

.5

.5

.5 .5

.5

.5 .5

.5.5 .5

.5.5

.5.5.5 .5.5

.5.5 .5 .5.5

.5 .5

.5 .5

.5 .5

.5 .5

.5 .5

.5.5.5

.5 .5.5.5 .5.5 .5

.5 .5 .5

.5 .5

.5 .5

.5 .5

.5 .5

.5

.5.5

.5.5 .5

.5 .5.5

.5 .5

.5 .5

.5 .5

.5 .5

.5 .5

.5 .5

.5 .5

.5 .5

.5.5 .5

.5 .5

.5 .5

.5 .5

.5

.5 .5

.5 .5

.5

.5 .5

.5 .5

.5 .5

.5 .5

.5 .5 .5

.5

.5.5

.5 .5

.5

.5 .5 .5

.5 .5

.5 .5

.5 .5.5

.5 .5

.5 .5

.5.5

.5

.5

.5

.5

.5

.5

.5

.5

.5 .5

.5.5

.5 .5

.5 .5

.5 .5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5 .5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5 .5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5 .5

.5

.5

.5

.5

.25

.25

.25 .25

.25

.25

.25

.25

.25

.25

.25

.25

.25

.25

.25

.25

.5

.5

.5

1.5"

1.5"

1"

1"

1"

1.5"

.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

LI106

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 6

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'

SI

ER

RA

N

EV

AD

A

DR

IV

E

DE

LT

A W

AY

SIERRA NEVADA DR.

EX. 22

IGC

EX. 24

IGC

EX. 23

PPC

EX. 25

PPC

EX. 27

PPC

EX. 26

PPC

EX. 12

PPC

EX. 11

IGC

EX. 13

PPC

EX. 21

IGC

WAY

SI

ER

RA

N

EV

AD

A

DR

IV

E

DE

LT

A W

AY

SIERRA NEVADA DR.

EX. 22

IGC

EX. 24

IGC

EX. 23

PPC

EX. 25

PPC

EX. 27

PPC

EX. 26

PPC

EX. 12

PPC

EX. 11

IGC

EX. 13

PPC

EX. 21

IGC

WAY

4"

4"

4"

4"

118VAC, 5.8 AMP

6"

10"

10"

10"

10"

10"

10"

10"

1.5"

2"

1.5"

1.5"

EX. 26

PPC

EX. 25

PPC

EX. 23

PPC

EX. 24

IGC

EX. 12

PPC

EX. 13

PPC

EX. 11

IGC

EX. 8

IGC

EX. 22

IGC

EX. 21

IGC

1.5" 1.25"

1.25"

1.25"

1.25"

C

H

I

Q

.25

.25

.25

.5

.5

.5

.5

.5

.5

.5

.5 .5

.5

.5

.5

.5

.5

.5

10 10

10 10

.5 .5

.5

.5 .5

1.5"

1"

.5

.5

.5 .5

.5

.5 .5

.5

.5

.5 .5

.5

.5

.5

.5

.5

.5 .5

.5 .5

.5 .5

J-33

1"

J-32

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

20 20

202010

DG

.5

.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

LI107

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 7

LI101

LI102

LI103

LI104

LI105

LI106

LI107

LI108

LI109

LI110

LI111

LI112

LI113

VF

D

T

EX. 5

PPC

EX. 7

IGC

EX. 28

PPC

EX. 8

IGC

EX.

POND

(1.2 ac.)

SUTTER BUTTE DRIVE

SOLANO

IGC

IGC

PPC

29PPC

DRIVE

FOLSOM LAKE WAY

VF

D

T

EX. 5

PPC

EX. 7

IGC

EX. 28

PPC

EX. 8

IGC

EX.

POND

(1.2 ac.)

SUTTER BUTTE DRIVE

SOLANO

IGC

IGC

PPC

29PPC

DRIVE

FOLSOM LAKE WAY

4"

4"

4"

4"

4" NEW BOARD;

NO LONGER

MASTER CONTROLLER

ET GAUGE

OLD LOCATION

4"

4"

10"

10"

10"

10"

10"

10"

10"

10"

10"

6"

6"

6"

12"

10"

10"

10"

6"

6"

4"

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"1.5" 1.25"

1.25"

1.25"

2" 1.5"

1.25"

1.25"

2" 1.5" 1.25"

1.25"

1.25"

3"

1.25"

1.25"

2.5"

2"

2.5"

1.5" 1.25"

1.5"

2"

1.25"

2"

3"

2.5"

1.25"

3"

1.5"

1.25"

1.25"

1.25"

2"

1.25"

1.5"

2.5"

1.25"

3"

1.5"

1.25"

1.25"

6"

10"

2"

1.25"

1.5"

1.25"

1.25"

TYP

TYP

TYP

1.25"

3"

2.5"

2.5"

1.25" 1.25"

2.5"

3"

2.5"

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.

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"

1.5"

1.5"

2"1.5" 1.25"

1.25"

2.5" 2"

2"

1.5" 1.25"

1.25"

3"

1.25"

2"

1.25"

2.5"

2"

1.25"

RB 5000 MPR-25 THIS

AREA

PPC

PPC

IGC

IGC

EX. 5

PPC

EX. 7

IGC

EX. 28

PPC

EX. 27

PPC

IGC

2"

1.25"

1.25"

1.25"

4"

G

ET

.5

.5 .5

.5 .5 .5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5 .5

.5

.5

.5

.5

.5 .5 .5 .5

.5

.5 .5

.5

.5 .5

.5 .5 .5

.5 .5

.5

.5

.5

.5 .5

.5 .5

.5 .5

.5 .5

.5 .5 .5

.5

.5

.5

.5 .5

.5

.5 .5 .5 .5

.5.5

.5 .5

.5 .5

.5 .5 .5

.5

.5

.5 .5 .5

.5

.5 .5

.5 .5 .5

.5 .5 .5

.5

.5 .5 .5

.5 .5

.5 .5

.5 .5

.5 .5

.5 .5

.5 .5

.5 .5

.5 .5

.5 .5

.5

.5

.5 .5

.5 .5

.5 .5

.5

.5 .5

.5 .5

.5 .5

.5 .5 .5

.5.5

.5 .5

.5 .5

.5

.5 .5

.5 .5

.5 .5

.5 .5 .5

.5 .5

.5

.5

.5

.5 .5

.5 .5

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

.5 .5 .5

.5 .5

.5.5.5.5.5 .5

.5

.5 .5.5 .5

.5 .5

.5

.5 .5

.5

.5 .5

.5 .5

.5

.5 .5

.5

.5 .5 .5

.5 .5

.5 .5

.5 .5

.5

.5 .5

.5 .5

.5 .5

.5

.5

.5

.5 .5

.5

.5 .5

.5 .5

.5

.5

.5 .5

.5

.5 .5

.5 .5

.5

.5 .5

.5 .5

.5

.5 .5

.5 .5

.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"

K-63

1"

20 20

20 10

20 20

10 10

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

10 10

10 10

.5

.5

.5

.5 .5

.5 .5

.5

.5

.5.5

.5

.5 .5

.5 .5

.5 .5

.5

.5 .5

.5

.5

.5

.5

.5

.5 .5

.5

.5 .5

.5

.5

.5

.5

.5 .5

.5

.5 .5

.5 .5

.5 .5

.5 .5

.5 .5

.5

.5

.5

.5 .5

.5

.5.5

.5 .5 .5

.5

.5 .5

.5 .5

.5 .5

.5.5

.5

.5.5

.5 .5

.5

.5

.5

.5

.5

.5 .5

.5

.5

.5 .5

.5

.5

.5

.5 .5

.5 .5 .5

.5

.5

.5

.5

.5

.5

.5 .5

.5.5

.5

.5

.5

.5 .5

.5 .5

.5

.5

.5

.5

.5

.5

.5 .5 .5

.5

.5 .5

.5

.5 .5

.5 .5

.5

.5

.5 .5

.5 .5

.5

30 30

.5

.5

.5 .5

.5

.5

.5 .5

.5

.5

.5

.5 .5

.5

10 10

10 10

K-42

1"

K-41

2"

.5 .5 .5 .5

.5 .5

.5

.5

.5 .5

.5 .5

K-64

1"

K-63

2"

K-62

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 K-40

1.5"

K-39

1"

K-38

1"

1.5"

1"

1"

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"

.5 .5

.5

.5.5 .5 .5.5

.5

.5 .5

.5

.5 .5

.5 .5

.5

.5.5 .5

.5 .5 .5

.5

.5

.5 .5

.5

.5 .5

.5

.5 .5 .5

.5

.5 .5

.5 .5

.5 .5 .5 .5

.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

10 10

K-60

1"

.5

.5

G

G

G

G

G

RELOCATE 1 REMOTE CONTROL VALVE ASSEMBLIES VALVES FEEDING EX. PPC 5.

CONNECT TO EXISTING LATERAL PIPE.

10"

10"

10"

10"

EXCAVATE AND EXPOSE EXISTING 10-INCH MAINLINE

AT END OF ROAD. EXPOSE 3-FEET OF CONTROL

CABLES ALSO. SPLICE POMMUNICATION IN TRAFFIC

RATED CONCRETE BOX WITH STEEL LID. ROUTE WIRE

AND SLEEVES UNDER HARDSCAPE IN SEPARATE

SLEEVES. ROUTE CONTROL WIRE WITH MAINLINE

TRENCH IN TURF AREA.

REMOVE EXISTING MAINLINE UNDER ROAD AND DISPOSE OF LEGALLY OFFSITE

RELOCATED VALVES FEEDING EX. PPC 5.

CONNECT TO EXISTING LATERAL PIPE. INSTALL ON NEW 10-INCH PVC

MAINLINE PIPE PER CONSTRUCTION DOCUMENTS.

RELOCATE 2 REMOTE CONTROL VALVE ASSEMBLIES VALVES

FEEDING EX. PPC 5.

CONNECT TO EXISTING LATERAL PIPE.

INSTAL NEW ISOLATION GATE VALVE.

NEW 10-INCH MAINLINE PIPE

EXCAVATE AND EXPOSE EXISTING 10-INCH MAINLINE

AT END OF ROAD. EXPOSE 3-FEET OF CONTROL WIRE,.

SPLICE WIRES IN TRAFFIC RATED CONCRETE BOX

WITH STEEL LID. OUTE CONTROL WIRE WITH MAINLINE

TRENCH IN TURF AREA.

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

LI108

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 8

LI101

LI102

LI103

LI104

LI105

LI106

LI107

LI108

LI109

LI110

LI111

LI112

LI113

P-SACVAL2-RD-LI106
Sheets and Views
LI106
P-SACVAL2-RD-LI107
Sheets and Views
LI107
P-SACVAL2-RD-LI108
Sheets and Views
LI108

File details come from the government source that posted it. Updated .