36C10F18R0581-060.pdf

PPC

IGC

IGC

EX. 1

PPC

EX. 19

IGC

EX. 20

IGC

EX. 22

IGC

EX. 16

IGC

EX. 18

TG

EX. 24

IGC

EX. 5

PPC

EX. 23

PPC

EX. 25

PPC

EX. 7

IGC

EX. 2

PPC

EX. 27

PPC

EX. 28

PPC

EX. 26

PPC

EX. 8

IGC

EX. 12

PPC

EX. 11

IGC

EX. 14

IGC

EX. 4

TG

EX. 15

IGC

EX. 3

PPC

EX. 9

IGC

EX. 10

IGC

EX. 13

PPC

EX. 21

IGC

EX. 17

IGC

EX. POND

(1.2 ac.)

IGC

IGC

IGC

IGC

IGC

IGC

IGC

IGC

33A

PPC

PPC

PPC

PPC

PPC

PPC

33B

VF

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 ROAD MIDWAY ROAD

T

SWEENEY CREEK

SIERRA NEVADA DR.

JE

PS

ON

PR

AIR

IE

DR

COMMITTAL SHELTER RD.

DRIVE

ROAD A

SUTTER BUTTE DRIVE

SUTTER

SOLANO

BUTTE DRIVE

SU

TT

ER

BUTTE DRIVE

SIERRA NEVADA DR.

PUTAH

CREEK

LA

KE

BE

RR

YE

SS

A D

RIV

E

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at 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, 2018Revisions: 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

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

OF

06 / 27 / 2018

N 0 120' 240'

WATER PLAN - OVERALL

CW101y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

W A

TE

R

O V

E R

A

LL

.d w g

/2

5/

1:

A M

LEGEND

NOTES - GENERAL

NOTES - CONSTRUCTION

DOMESTIC WATER

1. PVC SCH 80 DOMESTIC WATER PIPE. SIZE PER PLAN.

2. CAP DOMESTIC WATER LINE FOR FUTURE CONNECTION

OR SERVICE EXTENSION.

OTHER UTILITIES

1. IRRIGATION LINE. SEE IRRIGATION LINE DRAWINGS FOR

DETAILS AND SPECIFICATIONS. SHOWN FOR

COORDINATION PURPOSES ONLY.

2. ELECTRICAL LINE. SEE ELECTRICAL LINE DRAWINGS FOR

DETAILS AND SPECIFICATIONS. SHOWN FOR

COORDINATION PURPOSES ONLY.

SEE SHEET CW501 FOR WATERMAIN INSTALLATION DETAILS.

MAINTAIN WATER SERVICE TO CEMETERY AT ALL TIMES EXCEPT

FOR MINOR DISRUPTION DURING CONNECT/DISCONNECTS.

COORDINATE WITH CEMETERY DIRECTOR.

ALL BURIED COMMUNICATION AND ELECTRIC LINES THAT

CROSS ENTRANCES AND WALKS/HARDSCAPE SHALL BE

SLEEVED IN PVC CONDUIT. MINIMUM COVER OVER CONDUIT

SHALL BE 2.5 FEET

CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY OUT ENTIRE PROJECT.

PERMITS SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION

ACTIVITIES. NOTIFY APPROPRIATE UTILITY COMPANY OF ANY

AND ALL PROPOSED WORK.

LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON

PLANS ARE APPROXIMATE, BASED ON PROVIDED SURVEY

ELECTRONIC DRAWINGS FROM VA. DESIGN ENGINEER

ASSUMES NO LIABILITY FOR THE ACCURACY OR

COMPLETENESS OF ANY UNDERGROUND FACILITIES SHOWN.

OTHER UNDERGROUND FACILITIES MAY EXIST THAT COULD BE

UNCOVERED DURING CONSTRUCTION. CONTRACTOR SHALL

VERIFY THE LOCATION OF ALL EXISTING FACILITIES AND

IMMEDIATELY NOTIFY THE ENGINEER IF ANY SUCH FACILITIES

CONFLICT OR INTERFERE WITH THE CONSTRUCTION OF THE

PROPOSED IMPROVEMENTS. IF DIRECTED THE CONTRACTOR

SHALL STOP WORK IMMEDIATELY UNTIL REMEDIAL ACTIONS OR

REMEDIES CAN BE TAKEN. ANY COST RESULTING FROM THE

CONTRACTOR'S FAILURE TO REPORT OR FAILURE TO STOP

WORK AS DIRECTED, WILL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

RS ME

6" WATERMAIN

4" WATERMAIN

4" WATERMAIN

6" WATERMAIN

4" WATERMAIN

4" WATERMAIN

4" WATERMAIN

4" WATERMAIN

6" WATERMAIN

262154

KEY NOTES

1 POINT OF CONNECTION TO MAIN.

2 GATE VALVE AND VALVE BOX PER DETAIL 5, SHEET

CW501.

3 POINT OF CONNECTION TO FLOWER WATERING

STATION. REFER TO LANDSCAPE DRAWINGS FOR

CONTINUATION.

4 PRESSURE REDUCING VALVE AND BOX.

ROUNDABOUT

ROAD R2

ROUNDABOUT

ROAD R1

ROUNDABOUT

ROAD R3

HIGH WATER LINE (HWL)

CRYPT LIMITS

NEW GATE VALVE

NEW TEE

EXISTING 4" PVC WATERMAIN

(UNLESS OTHERWISE NOTED)

NEW PVC WATERMAIN

(UNLESS OTHERWISE NOTED)

EXISTING STORMWATER PIPE

STORMWATER PIPE

UNDERDRAIN

6" PERFORATED UNDERDRAIN PIPE

IGC

IGC

11+78

9+00

10+00

11+00

8+

6+

7+

8+

0+

1+ 00 0+00

1+

2+00

T1

V1

V2

V3

T1

V1

V2

V3

PUTAH

CREEK

W

AY

JE

PS

ON

PR

AIR

IE

Point Number

T1

V1

V2

V3

Northing

1913286.15

1913292.19

1913278.18

1913280.11

Easting

6595208.57

6595200.60

6595202.53

6595216.54

Point Number

T1

V1

V2

V3

Northing

1913286.15

1913292.19

1913278.18

1913280.11

Easting

6595208.57

6595200.60

6595202.53

6595216.54

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at 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, 2018Revisions: 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

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

OF

06 / 27 / 2018

WATER PLAN 1

CW102y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

W A

TE

R

M A

IN

E

N

LA

R G

E M

E N

TS

.d w g

/2 5/

1:

A

M

RS ME

MATCHLINE CW104

N

0 30' 60'

SCALE:1

WATER PLAN 1

1" = 60' (30"x42" PAPER)

CW102

LEGEND

NOTES - GENERAL

1. SEE SHEET CW501 FOR WATERMAIN

INSTALLATION DETAILS.

NOTES - CONSTRUCTION

M A

TC

H

LI

N

E C

W

1. SEE SPECIFICATION SECTION 33-10-00

FOR WATERMAIN INSTALLATION AND

EXECUTION.

2. MINIMUM DEPTH OF COVER OVER

WATERMAIN IS 3.0 FEET.

DOMESTIC UTILITIES

1. MINIMUM DEPTH COVER OVER

WATERMAIN IS 3.0 FEET.

2. GATE VALVE AND VALVE BOX PER DETAIL

5, SHEET CW501.

3. PVC SCH 80 DOMESTIC WATER PIPE. SIZE

PER PLAN.

4. CAP DOMESTIC WATER LINE FOR FUTURE

CONNECTION OR SERVICE EXTENSION.

5. PRESSURE REDUCING VALVE AND BOX.

OTHER UTILITIES

1. IRRIGATION LINE. SEE IRRIGATION LINE

DRAWINGS FOR DETAILS AND

SPECIFICATIONS. SHOWN FOR

COORDINATION PURPOSES ONLY.

2. ELECTRICAL LINE. SEE ELECTRICAL LINE

DRAWINGS FOR DETAILS AND

SPECIFICATIONS. SHOWN FOR

COORDINATION PURPOSES ONLY.

KEY NOTES

1 A VERTICAL SEPARATION OF 457 MM

(18 INCHES) BETWEEN THE INVERT OF

THE SEWER OR DRAIN AND THE

CROWN OF THE WATER MAIN SHALL BE

MAINTAINED WHERE A WATER MAIN

CROSSES UNDER A SEWER. (STA OF

CROSSING DENOTED).

2 6" X 6" X 4" TEE

6 POINT OF CONNECTION TO MAIN.

1 11+11

1 9+90

9+79 1

7+96 1

6+22 1

HIGH WATER LINE (HWL)

CRYPT LIMITS

NEW GATE VALVE

NEW TEE

EXISTING 4" PVC WATERMAIN

(UNLESS OTHERWISE NOTED)

NEW PVC WATERMAIN

(UNLESS OTHERWISE NOTED)

6" WATERMAIN

CONNECT TO EXISTING

6" WATERMAIN

4" WATERMAIN 6" WATERMAIN

262155

VALVE AND TEE COORDINATES

ROUNDABOUT

ROAD R3

STORMWATER PIPE

EX. 19

IGC

EX. 20

IGC

EX. 22

IGC

EX. 16

IGC

EX. 18

TG

EX. 21

IGC

0+00

1+00

2+00

7+00

8+00

-0 +0

3+00

4+

SIERRA NEVADA DR.

SIERRA NEVADA DR.

V4

T3

T4

V4

T3

T4

Point Number

T3

T4

V4

Northing

1913204.98

1913015.85

1913023.25

Easting

6595436.17

6595635.79

6595621.36

Point Number

T3

T4

V4

Northing

1913204.98

1913015.85

1913023.25

Easting

6595436.17

6595635.79

6595621.36

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at 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, 2018Revisions: 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

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

OF

06 / 27 / 2018y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

W A

TE

R

M A

IN

E

N

LA

R G

E M

E N

TS

.d w g

/2 5/

1:

A

M

RS ME

MATCHLINE CW105

N

0 30' 60'

SCALE:1

WATER PLAN 2

1" = 30' (30"x42" PAPER)

CW103

M A

TC

H

LI

N

E C

W

CW103

WATER PLAN 2

1 7+65

6+33 1

LEGEND

NOTES - GENERAL

1. SEE SHEET CW501 FOR WATERMAIN

INSTALLATION DETAILS.

NOTES - CONSTRUCTION

1. SEE SPECIFICATION SECTION 33-10-00

FOR WATERMAIN INSTALLATION AND

EXECUTION.

2. MINIMUM DEPTH OF COVER OVER

WATERMAIN IS 3.0 FEET.

DOMESTIC UTILITIES

1. MINIMUM DEPTH OF COVER OVER

WATERMAIN IS 3.0 FEET.

2. PVC SCH 80 DOMESTIC WATER PIPE. SIZE

PER PLAN.

3. CAP DOMESTIC WATER LINE FOR FUTURE

CONNECTION OR SERVICE EXTENSION.

4. PRESSURE REDUCING VALVE AND BOX.

OTHER UTILITIES

1. IRRIGATION LINE. SEE IRRIGATION LINE

DRAWINGS FOR DETAILS AND

SPECIFICATIONS. SHOWN FOR

COORDINATION PURPOSES ONLY.

2. ELECTRICAL LINE. SEE ELECTRICAL LINE

DRAWINGS FOR DETAILS AND

SPECIFICATIONS. SHOWN FOR

COORDINATION PURPOSES ONLY.

KEY NOTES

1 A VERTICAL SEPARATION OF 457 MM

(18 INCHES) BETWEEN THE INVERT OF

THE SEWER OR DRAIN AND THE

CROWN OF THE WATER MAIN SHALL BE

MAINTAINED WHERE A WATER MAIN

CROSSES UNDER A SEWER. (STA OF

CROSSING DENOTED).

2 6" X 6" X 4" TEE

6 TYP. FLOWER WATERING STATION. SEE

3/LF501.

7 6" X 6" X 2" TEE

8 POINT OF CONNECTION TO MAIN.

FIELD VERIFY EXIST STUB OR PIPE

LOCATION.

9 POINT OF CONNECTION TO FLOWER

WATERING STATION. REFER TO

LANDSCAPE DRAWINGS FOR

CONTINUATION.

10 FIELD VERIFY EXISTING WATER TEE.

COORDINATE LOCATION TO MAINTAIN

SERVICE WITH NEW WATERMAIN.

6" WATERMAIN

CONNECT TO

EXISTING 6"

WATERMAIN

6" WATERMAIN

262156

VALVE AND TEE COORDINATES

6" WATERMAIN

HIGH WATER LINE (HWL)

CRYPT LIMITS

NEW GATE VALVE

NEW TEE

EXISTING 4" PVC WATERMAIN

(UNLESS OTHERWISE NOTED)

NEW PVC WATERMAIN

(UNLESS OTHERWISE NOTED)

STORMWATER PIPE

UNDERDRAIN

3+00

4+00

5+00

3+

2+

T2T2

0+

1+00

2+003+003+20

JE

PS

ON

PR

AIR

IE

DR

Point Number

T2

Northing

1912901.72

Easting

6595310.78

Point Number

T2

Northing

1912901.72

Easting

6595310.78

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at 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, 2018Revisions: 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

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

OF

06 / 27 / 2018

WATER PLAN 3

CW104y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

W A

TE

R

M A

IN

E

N

LA

R G

E M

E N

TS

.d w g

/2 5/

1:

A

M

RS ME

N

0 30' 60'

SCALE:1

WATER PLAN 3

1" = 30' (30"x42" PAPER)

CW104

MATCHLINE CW102

M A

TC

H

LI

N

E C

W

4+10 1

NOTES - GENERAL

1. SEE SHEET CW501 FOR WATERMAIN

INSTALLATION DETAILS.

NOTES - CONSTRUCTION

1. SEE SPECIFICATION SECTION 33-10-00

FOR WATERMAIN INSTALLATION AND

EXECUTION.

2. MINIMUM DEPTH OF COVER OVER

WATERMAIN IS 3.0 FEET.

DOMESTIC UTILITIES

1. MINIMUM DEPTH OF COVER OVER

WATERMAIN IS 3.0 FEET.

2. PVC SCH 80 DOMESTIC WATER PIPE. SIZE

PER PLAN.

3. CAP DOMESTIC WATER LINE FOR FUTURE

CONNECTION OR SERVICE EXTENSION

4. PRESSURE REDUCING VALVE AND BOX.

OTHER UTILITIES

1. IRRIGATION LINE. SEE IRRIGATION LINE

DRAWINGS FOR DETAILS AND

SPECIFICATIONS. SHOWN FOR

COORDINATION PURPOSES ONLY.

2. ELECTRICAL LINE. SEE ELECTRICAL LINE

DRAWINGS FOR DETAILS AND

SPECIFICATIONS. SHOWN FOR

COORDINATION PURPOSES ONLY.

KEY NOTES

1 A VERTICAL SEPARATION OF 457 MM

(18 INCHES) BETWEEN THE INVERT OF

THE SEWER OR DRAIN AND THE

CROWN OF THE WATER MAIN SHALL

BE MAINTAINED WHERE A WATER MAIN

CROSSES UNDER A SEWER. (STA OF

CROSSING DENOTED).

2 4" X 4" X 4" TEE TYP. AT ALL FLOWER

WATERING STATIONS

4 TYP. FLOWER WATERING STATION PER

DETAIL 3, SHEET LF501.

5 POINT OF CONNECTION TO FLOWER

WATERING STATION. REFER TO

LANDSCAPE DRAWINGS FOR

CONTINUATION.

4" WATERMAIN

262157

TEE COORDINATES

LEGEND

HIGH WATER LINE (HWL)

CRYPT LIMITS

NEW GATE VALVE

NEW TEE

EXISTING 4" PVC WATERMAIN

(UNLESS OTHERWISE NOTED)

NEW PVC WATERMAIN

(UNLESS OTHERWISE NOTED)

STORMWATER PIPE

EX. 23

EX. 25

PPC

EX. 27

PPC

IGC

COLUMBARIUM

PPC

3+00

4+00

5+00

6+00

1+

2+

3+

4+

5+

6+

1+00

2+00

LA

KE

BE

RR

YE

SS

A D

RIV

E

T5

T6

V5

V7

V8

V9T18 T5

T6

V5

V7

V8

V9T18

PUTAH CREEK WAY

SIERRA NEVADA DR.

Point Number

T5

T6

V5

V6

V7

V8

V9

T18

Northing

1912972.43

1912428.24

1913010.54

1913012.38

1912973.19

1912965.41

1912973.36

1912987.65

Easting

6595830.07

6595599.71

6595633.00

6595644.09

6595819.00

6595829.98

6595847.50

6595618.11

Point Number

T5

T6

V5

V6

V7

V8

V9

T18

Northing

1912972.43

1912428.24

1913010.54

1913012.38

1912973.19

1912965.41

1912973.36

1912987.65

Easting

6595830.07

6595599.71

6595633.00

6595644.09

6595819.00

6595829.98

6595847.50

6595618.11

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at 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, 2018Revisions: 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

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

OF

06 / 27 / 2018

WATER PLAN 4

CW105y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

W A

TE

R

M A

IN

E

N

LA

R G

E M

E N

TS

.d w g

/2 5/

1:

A

M

RS ME

MATCHLINE CW106

N

0 30' 60'

SCALE:1

WATER PLAN 4

1" = 30' (30"x42" PAPER)

POND 1

CW105

MATCHLINE CW103

M A

TC

H

LI

N

E C

W

0+35 1

1 2+08

1 4+19 3+01 1

0+42 1

2+25 1

5+89 1

LEGEND

NOTES - GENERAL

1. SEE SHEET CW501 FOR WATERMAIN

INSTALLATION DETAILS.

NOTES - CONSTRUCTION

1. SEE SPECIFICATION SECTION 33-10-00

FOR WATERMAIN INSTALLATION AND

EXECUTION.

2. MINIMUM DEPTH OF COVER OVER

WATERMAIN IS 3.0 FEET.

DOMESTIC UTILITIES

1. MINIMUM DEPTH OF COVER OVER

WATERMAIN IS 3.0 FEET.

2. PVC SCH 80 DOMESTIC WATER PIPE. SIZE

PER PLAN.

3. GATE VALVE AND VALVE BOX PER DETAIL

5, SHEET CW501.

4. CAP DOMESTIC WATER LINE FOR FUTURE

CONNECTION OR SERVICE EXTENSION.

5. PRESSURE REDUCING VALVE AND BOX.

OTHER UTILITIES

1. IRRIGATION LINE. SEE IRRIGATION LINE

DRAWINGS FOR DETAILS AND

SPECIFICATIONS. SHOWN FOR

COORDINATION PURPOSES ONLY.

2. ELECTRICAL LINE. SEE ELECTRICAL LINE

DRAWINGS FOR DETAILS AND

SPECIFICATIONS. SHOWN FOR

COORDINATION PURPOSES ONLY.

KEY NOTES

1 A VERTICAL SEPARATION OF 457 MM

(18 INCHES) BETWEEN THE INVERT OF

THE SEWER OR DRAIN AND THE

CROWN OF THE WATER MAIN SHALL BE

MAINTAINED WHERE A WATER MAIN

CROSSES UNDER A SEWER. (STA OF

CROSSING DENOTED).

2 6" X 6" X 4" TEE

3 4" X 4" X 4" TEE TYP. AT ALL FLOWER

WATERING STATIONS

5 TYP. FLOWER WATERING STATION PER

DETAIL 3, SHEET LF501.

6 POINT OF CONNECTION TO FLOWER

WATERING STATION. REFER TO

LANDSCAPE DRAWINGS FOR

CONTINUATION.

6" WATERMAIN

34" WATERMAIN

4" WATERMAIN

262158

VALVE AND TEE COORDINATES

6" WATERMAIN

HIGH WATER LINE (HWL)

CRYPT LIMITS

NEW GATE VALVE

NEW TEE

EXISTING 4" PVC WATERMAIN

(UNLESS OTHERWISE NOTED)

NEW PVC WATERMAIN

(UNLESS OTHERWISE NOTED)

STORMWATER PIPE

EX. POND

(1.2 ac.)

PPC

PPC

PPC

21+00

+0

+0

+3

7+

8+

9+00

10+00

11+00

12+00

+0

+0

T7

T8

T17

V26

T7

T8

T17

V26

SUTTER BUTTE DRIVE

Point Number

T7

T8

T17

V26

Northing

1912141.43

1911828.49

1912204.12

1912211.09

Easting

6595629.35

6595862.57

6596434.14

6596433.44

Point Number

T7

T8

T17

V26

Northing

1912141.43

1911828.49

1912204.12

1912211.09

Easting

6595629.35

6595862.57

6596434.14

6596433.44

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at 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, 2018Revisions: 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

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

OF

06 / 27 / 2018

WATER PLAN 5

CW106y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

W A

TE

R

M A

IN

E

N

LA

R G

E M

E N

TS

.d w g

/2 5/

1:

A

M

RS ME

MATCHLINE CW108

N

0 30' 60'

POND 1

MATCHLINE CW105

M A

TC

H

LI

N

E C

W

CW106

SCALE:1

WATER PLAN 5

1" = 30' (30"x42" PAPER)

9+11 1

13+10 1

1 13+26

22+80 1

LEGEND

NOTES - GENERAL

1. SEE SHEET CW501 FOR WATERMAIN

INSTALLATION DETAILS.

NOTES - CONSTRUCTION

1. SEE SPECIFICATION SECTION 33-10-00

FOR WATERMAIN INSTALLATION AND

EXECUTION.

2. MINIMUM DEPTH OF COVER OVER

WATERMAIN IS 3.0 FEET.

DOMESTIC UTILITIES

1. MINIMUM DEPTH OF COVER OVER

WATERMAIN IS 3.0 FEET.

2. PVC SCH 80 DOMESTIC WATER PIPE. SIZE

PER PLAN.

3. GATE VALVE AND VALVE BOX PER DETAIL

5, SHEET CW501.

4. CAP DOMESTIC WATER LINE FOR FUTURE

CONNECTION OR SERVICE EXTENSION.

5. PRESSURE REDUCING VALVE AND BOX.

OTHER UTILITIES

1. IRRIGATION LINE. SEE IRRIGATION LINE

DRAWINGS FOR DETAILS AND

SPECIFICATIONS. SHOWN FOR

COORDINATION PURPOSES ONLY.

2. ELECTRICAL LINE. SEE ELECTRICAL LINE

DRAWINGS FOR DETAILS AND

SPECIFICATIONS. SHOWN FOR

COORDINATION PURPOSES ONLY.

KEY NOTES

1 A VERTICAL SEPARATION OF 457 MM

(18 INCHES) BETWEEN THE INVERT OF

THE SEWER OR DRAIN AND THE

CROWN OF THE WATER MAIN SHALL

BE MAINTAINED WHERE A WATER MAIN

CROSSES UNDER A SEWER. (STA OF

CROSSING DENOTED).

2 4" X 4" X 4" TEE TYP. AT ALL FLOWER

WATERING STATIONS

4 TYP. FLOWER WATERING STATION PER

DETAIL 3, SHEET LF501.

5 POINT OF CONNECTION TO MAIN.

6 POINT OF CONNECTION TO FLOWER

WATERING STATION. REFER TO

LANDSCAPE DRAWINGS FOR

CONTINUATION.

4" WATERMAIN

262159

VALVE AND TEE COORDINATES

HIGH WATER LINE (HWL)

CRYPT LIMITS

NEW GATE VALVE

NEW TEE

EXISTING 4" PVC WATERMAIN

(UNLESS OTHERWISE NOTED)

NEW PVC WATERMAIN

(UNLESS OTHERWISE NOTED)

STORMWATER PIPE

EX. 5

EX. 7

IGCEX. 28

PPC

EX. 8

IGC

IGC

IGC

PPC

VF

D

T

16+00

17+00

18+00

19+00

20+00

21+00

-0+00

1+00

2+

3+

2+00 3+00

T15

T16

V23

V24

V25

T15

T16

V23

V24

V25

SOLANO DRIVE

SUTTER BUTTE DRIVE

ROUNDABOUT

ROAD R1

Point Number

T15

T16

V23

V24

V25

Northing

1911732.33

1911917.11

1911724.22

1911742.51

1911738.15

Easting

6596770.57

6596562.92

6596764.71

6596759.12

6596778.59

Point Number

T15

T16

V23

V24

V25

Northing

1911732.33

1911917.11

1911724.22

1911742.51

1911738.15

Easting

6596770.57

6596562.92

6596764.71

6596759.12

6596778.59

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at 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, 2018Revisions: 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

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

OF

06 / 27 / 2018

WATER PLAN 6

CW107y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

W A

TE

R

M A

IN

E

N

LA

R G

E M

E N

TS

2.

dw g

/2 5/

1:

A

M

RS ME

MATCHLINE CW109

N

0 30' 60'

POND 1

CW107

M A

TC

H

LI

N

E C

W

SCALE:1

WATER PLAN 6

1" = 30' (30"x42" PAPER)

1 19+61

1 17+02

1 16+67 2+76 1

2+00 1

0+04 1

NOTES - GENERAL

1. SEE SHEET CW501 FOR WATERMAIN

INSTALLATION DETAILS.

NOTES - CONSTRUCTION

1. SEE SPECIFICATION SECTION 33-10-00

FOR WATERMAIN INSTALLATION AND

EXECUTION.

2. MINIMUM DEPTH OF COVER OVER

WATERMAIN IS 3.0 FEET.

DOMESTIC UTILITIES

1. MINIMUM DEPTH OF COVER OVER

WATERMAIN IS 3.0 FEET.

2. PVC SCH 80 DOMESTIC WATER PIPE. SIZE

PER PLAN.

3. GATE VALVE AND VALVE BOX PER DETAIL

5, SHEET CW501.

4. CAP DOMESTIC WATER LINE FOR FUTURE

CONNECTION OR SERVICE EXTENSION.

5. PRESSURE REDUCING VALVE AND BOX.

OTHER UTILITIES

1. IRRIGATION LINE. SEE IRRIGATION LINE

DRAWINGS FOR DETAILS AND

SPECIFICATIONS. SHOWN FOR

COORDINATION PURPOSES ONLY.

2. ELECTRICAL LINE. SEE ELECTRICAL LINE

DRAWINGS FOR DETAILS AND

SPECIFICATIONS. SHOWN FOR

COORDINATION PURPOSES ONLY.

KEY NOTES

1 A VERTICAL SEPARATION OF 457 MM

(18 INCHES) BETWEEN THE INVERT OF

THE SEWER OR DRAIN AND THE

CROWN OF THE WATER MAIN SHALL BE

MAINTAINED WHERE A WATER MAIN

CROSSES UNDER A SEWER. (STA OF

CROSSING DENOTED).

2 4" X 4" X 4" TEE

3 4" X 4" X 4" TEE TYP. AT ALL FLOWER

WATERING STATIONS

7 TYP. FLOWER WATERING STATION PER

DETAIL 3, SHEET LF501.

8 POINT OF CONNECTION TO MAIN.

9 POINT OF CONNECTION TO FLOWER

WATERING STATION. REFER TO

LANDSCAPE DRAWINGS FOR

CONTINUATION.

CONNECT TO EXISTING WATERMAIN.

INSTALL 4" BLIND FLANGE WITH 3/4"

TAP AND CORPORATION STOP.

FIELD ADJUST PENDING VERIFICATION

OF EXISTING 3/4" WATERMAIN.

262160

VALVE AND TEE COORDINATES

SAWCUT ASPHALT. REPLACE

PAVEMENT SECTION IN KIND.

LEGEND

HIGH WATER LINE (HWL)

CRYPT LIMITS

NEW GATE VALVE

NEW TEE

EXISTING 4" PVC WATERMAIN

(UNLESS OTHERWISE NOTED)

NEW PVC WATERMAIN

(UNLESS OTHERWISE NOTED)

STORMWATER PIPE

IGC

IGC

33A

PPC

33B

18+45

9+0010+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

7+

0+

1+00

2+00

3+00

4+00

5+00

6+

7+

+7

+0

4+90

0+00

1+

2+00 3+00

4+

T9

T10

T11

T12

T13

V10

V11

V12

V13

V14

V15

V16

V17

V18

V19

V20

V21

V22

T9

T10

T11

T12

T13

V10

V11

V12

V13

V14

V15

V16

V17

V18

V19

V20

V21

V22

ROUNDABOUT

ROAD R2

ROAD A

SOLANO

SOLANO DR.

DRIVE

Point Number

T9

T10

T11

T12

T13

V10

V11

V12

V13

V14

V15

V16

V17

V18

V19

V20

V21

V22

Northing

1911636.40

1911589.55

1911507.41

1911532.46

1911449.16

1911645.85

1911632.70

1911639.93

1911601.24

1911591.95

1911577.93

1911621.56

1911524.74

1911527.92

1911541.81

1911452.84

1911442.96

1911445.78

Easting

6595842.51

6595751.75

6595785.11

6595881.31

6596045.02

6595845.78

6595852.07

6595833.15

6595756.20

6595745.23

6595749.21

6595536.61

6595874.62

6595890.22

6595884.84

6596037.78

6596041.86

6596051.65

Point Number

T9

T10

T11

T12

T13

V10

V11

V12

V13

V14

V15

V16

V17

V18

V19

V20

V21

V22

Northing

1911636.40

1911589.55

1911507.41

1911532.46

1911449.16

1911645.85

1911632.70

1911639.93

1911601.24

1911591.95

1911577.93

1911621.56

1911524.74

1911527.92

1911541.81

1911452.84

1911442.96

1911445.78

Easting

6595842.51

6595751.75

6595785.11

6595881.31

6596045.02

6595845.78

6595852.07

6595833.15

6595756.20

6595745.23

6595749.21

6595536.61

6595874.62

6595890.22

6595884.84

6596037.78

6596041.86

6596051.65

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at 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, 2018Revisions: 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

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

OF

06 / 27 / 2018

WATER PLAN 7

CW108y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

W A

TE

R

M A

IN

E

N

LA

R G

E M

E N

TS

2.

dw g

/2 5/

1:

A

M

RS ME

N

0 30' 60'

MATCHLINE CW106

M A

TC

H

LI

N

E C

W

CW108

SCALE:1

WATER PLAN 7

1" = 30' (30"x42" PAPER)

17+66 1

16+38 1

16+05 1

14+73 1

14+33 1

1 14+09

12+87 1

1 9+70

NOTES - GENERAL

1. SEE SHEET CW501 FOR WATERMAIN

INSTALLATION DETAILS.

NOTES - CONSTRUCTION

1. SEE SPECIFICATION SECTION 33-10-00

FOR WATERMAIN INSTALLATION AND

EXECUTION.

2. MINIMUM DEPTH OF COVER OVER

WATERMAIN IS 3.0 FEET.

DOMESTIC UTILITIES

1. MINIMUM DEPTH OF COVER OVER

WATERMAIN IS 3.0 FEET.

2. PVC SCH 80 DOMESTIC WATER PIPE. SIZE

PER PLAN.

3. GATE VALVE AND VALVE BOX PER DETAIL

5, SHEET CW501.

4. CAP DOMESTIC WATER LINE FOR FUTURE

CONNECTION OR SERVICE EXTENSION.

5. PRESSURE REDUCING VALVE AND BOX.

OTHER UTILITIES

1. IRRIGATION LINE. SEE IRRIGATION LINE

DRAWINGS FOR DETAILS AND

SPECIFICATIONS. SHOWN FOR

COORDINATION PURPOSES ONLY.

2. ELECTRICAL LINE. SEE ELECTRICAL LINE

DRAWINGS FOR DETAILS AND

SPECIFICATIONS. SHOWN FOR

COORDINATION PURPOSES ONLY.

KEY NOTES

1 A VERTICAL SEPARATION OF 457 MM

(18 INCHES) BETWEEN THE INVERT OF

THE SEWER OR DRAIN AND THE

CROWN OF THE WATER MAIN SHALL

BE MAINTAINED WHERE A WATER MAIN

CROSSES UNDER A SEWER. (STA OF

CROSSING DENOTED).

2 4" X 4" X 4" TEE

3 4" X 4" X 4" TEE TYP. AT ALL FLOWER

WATERING STATIONS

7 TYP. FLOWER WATERING STATION PER

DETAIL 3, SHEET LF501.

8 BLIND FLANGE AT STUB.

9 POINT OF CONNECTION TO FLOWER

WATERING STATION. REFER TO

LANDSCAPE DRAWINGS FOR

CONTINUATION.

STA. 11+98.84

DEFLECT WATERMAIN BELOW

10" STORM FORCEMAIN CROSSING.

MIN. 18" VERTICAL SEPARATION.

TOP WATERMAIN = 63.00 (MAX. EL.)

4 4

1+43.4 1

1 0+55

262161

VALVE AND TEE COORDINATES

LEGEND

HIGH WATER LINE (HWL)

CRYPT LIMITS

NEW GATE VALVE

NEW TEE

EXISTING 4" PVC WATERMAIN

(UNLESS OTHERWISE NOTED)

NEW PVC WATERMAIN

(UNLESS OTHERWISE NOTED)

STORMWATER PIPE

9+00

10+00

11+00

12+00

13+00

14+00

15+00

6+

0+

1+

2+00

3+00

4+00

5+00

6+

4+

5+

6+00

7+00

8+00

0+00

1+

4+

T14T14

SOLANO DRIVE

SUTTER

COMMITTAL

SHELTER ROAD

BUTTE DRIVE

ROAD R1

Point Number

T14

Northing

1911663.55

Easting

6596752.23

Point Number

T14

Northing

1911663.55

Easting

6596752.23

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at 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, 2018Revisions: 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

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

OF

06 / 27 / 2018

WATER PLAN 8

CW109y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

W A

TE

R

M A

IN

E

N

LA

R G

E M

E N

TS

2.

dw g

/2 5/

1:

A

M

RS ME

N

0 30' 60'

MATCHLINE CW107

CW109

M A

TC

H

LI

N

E C

W

SCALE:1

WATER PLAN 8

1" = 30' (30"x42" PAPER)

1 6+00

1 4+35

1 1+05

NOTES - GENERAL

1. SEE SHEET CW501 FOR WATERMAIN

INSTALLATION DETAILS.

NOTES - CONSTRUCTION

1. SEE SPECIFICATION SECTION 33-10-00

FOR WATERMAIN INSTALLATION AND

EXECUTION.

2. MINIMUM DEPTH OF COVER OVER

WATERMAIN IS 3.0 FEET.

DOMESTIC UTILITIES

1. MINIMUM DEPTH OF COVER OVER

WATERMAIN IS 3.0 FEET.

2. PVC SCH 80 DOMESTIC WATER PIPE. SIZE

PER PLAN.

3. CAP DOMESTIC WATER LINE FOR FUTURE

CONNECTION OR SERVICE EXTENSION.

4. PRESSURE REDUCING VALVE AND BOX.

OTHER UTILITIES

1. IRRIGATION LINE. SEE IRRIGATION LINE

DRAWINGS FOR DETAILS AND

SPECIFICATIONS. SHOWN FOR

COORDINATION PURPOSES ONLY.

2. ELECTRICAL LINE. SEE ELECTRICAL LINE

DRAWINGS FOR DETAILS AND

SPECIFICATIONS. SHOWN FOR

COORDINATION PURPOSES ONLY.

KEY NOTES

1 A VERTICAL SEPARATION OF 457 MM

(18 INCHES) BETWEEN THE INVERT OF

THE SEWER OR DRAIN AND THE

CROWN OF THE WATER MAIN SHALL BE

MAINTAINED WHERE A WATER MAIN

CROSSES UNDER A SEWER. (STA OF

CROSSING DENOTED).

2 4" X 4" X 4" TEE TYP. AT ALL FLOWER

WATERING STATIONS

6 TYP. FLOWER WATERING STATION PER

DETAIL 3, SHEET LF501.

7 POINT OF CONNECTION TO FLOWER

WATERING STATION. REFER TO

LANDSCAPE DRAWINGS FOR

CONTINUATION.

3 3

262162

VALVE AND TEE COORDINATES

LEGEND

IGC

HIGH WATER LINE (HWL)

CRYPT LIMITS

NEW GATE VALVE

NEW TEE

EXISTING 4" PVC WATERMAIN

(UNLESS OTHERWISE NOTED)

NEW PVC WATERMAIN

(UNLESS OTHERWISE NOTED)

STORMWATER PIPE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at 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, 2018Revisions: 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

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

OF

06 / 27 / 2018

WATER DETAILS

CW501y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

W A

TE

R

M A

IN

E

N

LA

R G

E M

E N

TS

2.

dw g

/2 5/

1:

A

M

RS ME

SCALE:3

FITTINGS & THRUST BLOCKS FOR VERTICAL UPWARD BENDS

NTS SCALE:4

"CUT-IN" TEE OR CROSS DETAIL FOR LATERAL CONNECTION

NTS

SCALE:1

FITTINGS & THRUST BLOCKS FOR HORIZONTAL BENDS & TEES

NTS SCALE:2

FITTINGS & THRUST BLOCKS FOR VERTICAL DOWNWARD BENDS

NTS SCALE:5

TRAFFIC BOX AND VALVE DETAIL

NTS

262163