36C10F18R0581-057.pdf

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.)

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 ROADMIDWAY ROAD MIDWAY ROAD

T

COLUMBARIUM

IGC

IGC

IGC

IGC

PPC

PPC

PPC

PPC

PPC

IGC

IGC

IGC

IGC

PPC

PPC

IGC

IGC

COMMITTAL SHELTER RD.

SUTTER BUTTE DRIVE

SOLANO DR.

SOLANO DR.

ROAD A

SOLANO DR.

SUTTER BUTTE DR.

LAKE BERRYESSA DR.

LA

KE

BE

RR

YE

SS

A D

R.

SIERRA NEVADA DR.

JE

PS

ON

PR

AIR

IE

DR

PUTAH

CREEK

W

AY

PUTAH CREEK

WAY

ROUNDABOUT

ROAD R1

ROUNDABOUT

ROAD R2

ROUNDABOUT

ROAD R3

SIERRA NEVADA DR.

SERVICE RD.

STORM

STRUCTURE

SCHEDULE

NAME

CB-106A

CB-110A

CB-110B

CB-113A

CB-113B

CB-115A

CB-115B

CB-116A

CB-116B

CB-119

CB-122A

CB-122B

CB-205A

CB-207A

CB-207B

CB-208A

CB-208B

CB-209A

CB-209B

CB-302

CB-402

CB-502A

CB-506A

CB-507A

CB-507B

CB-509A

CB-509B

CB-513A

CB-513B

CB-515A

CB-516A

CB-516B

CB-519A

CB-519B

CB-603

CB-703

CB-902A

CB-903A

CB-907A

CB-908A

CB-908B

CB-909A

CB-909B

CB-1000A

CB-1000B

CB-1101

CB-1200

CB-1305A

CB-1305B

CB-1306A

SIZE

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

27"

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'X3'

2'X3'

2'X3'

2'X3'

2'x3'

2'x3'

2'x3'

2'x3'

2'X3'

2'X3'

2'X3'

2'X3'

2'X3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

27"

2'x3'

27"

CASTING

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-2533

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-2533

R-3067C

R-2533

STORM

STRUCTURE

SCHEDULE

NAME

CB-1306B

CB-1401A

CB-1404A

CB-1407A

CB-1409

CB-1410A

CB-1410B

CB -1700

CBMH-101

CBMH-102

CBMH-105

CBMH-201

CBMH-202A

CBMH-202B

CBMH-301

CBMH-401

CBMH-501

CBMH-505

CBMH-514

CBMH-602

CBMH-702

CBMH-801

CBMH-802

CBMH-901

CBMH-904

CBMH-906

CBMH-1100

CBMH-1301

CBMH-1302

CBMH-1303

CBMH-1304

CBMH-1305

CBMH-1306

CBMH-1401

CBMH-1407

CBMH-1408

EX.CB-1701

EX.STMH-1000

EX.STMH-1702

STMH-103

STMH-104

STMH-106

STMH-107

STMH-108

STMH-109

STMH-110

STMH-111

STMH-112

STMH-113

STMH-114

SIZE

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

2'x3'

48"

48"

2'x4'

48"

2'x3'

27"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

2'x3'

2'x3'

48"

48"

48"

2'x3'

60"

48"

48"

48"

48"

48"

60"

48"

60"

48"

48"

60"

48"

48"

48"

60"

48"

CASTING

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3573-2Q

R-3067C

R-3067C

R-2533

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-2533

R-2533

R-3067C

R-3067C

R-3067C

R-3067C

R-3067C

R-2533

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

STORM

STRUCTURE

SCHEDULE

NAME

STMH-115

STMH-116

STMH-117

STMH-118

STMH-120

STMH-121

STMH-122

STMH-202

STMH-203

STMH-204

STMH-205

STMH-206

STMH-207

STMH-208

STMH-209

STMH-502

STMH-503

STMH-504

STMH-506

STMH-507

STMH-508

STMH-509

STMH-510

STMH-511

STMH-512

STMH-513

STMH-515

STMH-516

STMH-517

STMH-518

STMH-519

STMH-601

STMH-701

STMH-902

STMH-903

STMH-905

STMH-907

STMH-908

STMH-909

STMH-1402

STMH-1403

STMH-1404

STMH-1405

STMH-1406

STMH-1410

SIZE

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

60"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

CASTING

R-1642

R-1642

R-2533

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

R-1642

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 CS101

N 0 120' 240'

SCALE:1

STORM DRAIN PLAN - OVERALL

1" = 120' (30" x 42" PAPER SIZE)

LEGEND

CS101

STORM DRAIN PLAN - OVERALL

1. ALL STORM DRAIN PIPE TO BE 12" DIA. MIN. HDPE

UNLESS NOTED OTHERWISE

2. CRYPT FIELD UNDERDRAIN TO BE 6" PERFORATED

HDPE

3. LOW POINT OF CRYPT UNDERDRAIN SYSTEM TO BE

COLLECTED AT SUMP AND PUMPED TO STORM DRAIN

NETWORK IN STREET. SEE SHEETS CS112 TO CS115.

4. STRUCTURE SCHEDULE IS CATEGORIZED BY

STRUCTURE TYPE.

GENERAL NOTES

NEW STORM DRAIN

6" PERFORATED UNDERDRAIN

y:

\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_

D R

A

IN

A G

E P

LA

N

O V

E R

A

LL

.d w g

/2

5/

2:

P M

CAD IJW

CONSTRUCTION NOTES

1. STORM DRAIN MANHOLE FRAME & COVER SHALL

ADHERE TO THE CITY OF DIXON ENGINEERING

STANDARD DETAIL 400.

2. STORM DRAIN INLET FRAME AND GRATE SHALL BE

NEENAH FOUNDRY R-3501-TB, R-3501-TR, R-3501-TL

CONFORMING TO ROLL CURB OR APPROVED EQUAL.

NEW STORM

WATER PUMP NO. 1

(SEE SHEETS

CS109-CS111)

NEW STORM

WATER PUMP NO. 2

(SEE SHEETS

CS109-CS111)

POND 1

HWL = 64.50

POND 2

HWL = 64.50

EXISTING

POND

EXISTING POND

STORM

NETWORK 100

STORM

NETWORK 200

STORM

NETWORK 300

STORM

NETWORK 400

STORM

NETWORK 500

STORM

NETWORK 600

STORM

NETWORK 700

STORM

NETWORK 800

STORM

NETWORK 900

STORM

NETWORK 1000

STORM

NETWORK 1500

STORM

NETWORK 1400

STORM

NETWORK 1300

STORM

NETWORK 1200

STORM

NETWORK 1100

NEW STORM MANHOLE

NEW STORM CATCHBASIN

NEW FLARED END SECTION

WITH RIPRAP

NEW UNDERDRAIN CLEANOUT

STORM

NETWORK PLAN SHEETS PROFILE

SHEETS

100 CS102 CS301

200 CS102 CS301

300 CS103 CS302

400 CS103 CS302

500 CS104 CS302

600 CS105 CS303

700 CS105 CS303

800 CS104 CS303

900 CS106 CS303

1000 CS105 CS303

1100 CS107 CS303

1200 CS107 CS303

1300 CS108 CS303

1400 CS106 CS304

1500 CS108 CS304

1600 CS104 N/A

1700 CS107 N/A

UNDERDRAIN CS112 - CS115 N/A

EXISTING STORM DRAIN

STORM NETWORK BOUNDARY

PROVIDE LIGHT

AND HORN FOR

FAILURE

262129

STORM

NETWORK 1600

STORM

NETWORK 1700

IGC

IGC

IGC

IGC

COLUMBARIUM

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

11+78

1+

2+

3+

-0 +0

1+00

2+00

3+00

4+00

5+00

6+

7+

8+

8+

0+

1+

2+

3+

0+00

1+

2+00 3+00

4+

LA

KE

0+

1+00

2+003+00

SOLANO DR.

CREEK

WAY

CREEK

W

AY

SOLANO DR.

BE

RR

YE

SS

A

JE

PS

ON

PR

AIR

IE

DR

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

STORM NETWORKS

100-200 PLAN

CS102y:

\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_

D R

A

IN

A G

E E

N

LA

R G

E M

E N

TS

.d w g

/2 5/

2:

P

M

CS102

LEGEND

N

0 30' 60'

SCALE:1

STORM NETWORKS 100-200 PLAN

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

NOTES - GENERAL

1. SEE SHEETS CS501 - CS506 FOR STORM

SEWER INSTALLATION DETAILS.

2. SEE STRUCTURE SCHEDULE ON SHEET

CS101 FOR INLET CASTING.

3. SEE SHEETS CS112 - CS115 FOR

UNDERDRAIN INSTALLATION DETAILS.

4. SEE SHEET CS301 FOR STORM NETWORK

100 AND 200 PROFILES.

CLEAN OUT

CRYPT LIMITS

FINISH GRADE68

NOTES - CONSTRUCTION

1. INSTALL STORM SEWER PIPING USING

DESIGN INVERT ELEVATIONS AS SHOWN.

PIPE GRADE BETWEEN INVERT

ELEVATIONS SHALL BE UNIFORM GRADE

UNLESS SHOWN OTHERWISE.

2. COORDINATES TO FES ARE AT THE

MIDDLE END OF THE FLAIRED END

STRUCTURE, RIP RAP SHADING IS

GRAPHICAL IN NATURE ONLY.

3. PUMP STATION COORDINATES ARE TO

THE CENTER OF VALVE MANHOLE WITH

BEARING OF OUTLET PIPE.

4. ALARM PANEL COORDINATES ARE TO THE

CENTER OF THE CONCRETE PAD. SEE

E-504 FOR ALARM PANEL DETAILS.

5. ALL FES OUTLET STRUCTURES ARE TO BE

ARMORED WITH RIP-RAP PER DETAIL

4/CS501.

6. COORDINATES/STA-OFFSET TO CATCH

BASINS ARE TO THE CENTER OF THE

STRUCTURE.

EXISTING GRADE68

NEW STORM SEWER

NEW STORM DRAIN STRUCTURE

NEW WATERMAIN

NEW ROAD CENTERLINE

HIGH WATER LINE (HWL)

CAD IJW

PERFORATED UNDERDRAIN

PIPE BEHIND CURB

PERFORATED UNDERDRAIN PIPE

262130

PPC

6+

7+

8+

9+00

10+00

11+00

12+00

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

STORM NETWORKS

300-400 PLAN

CS103y:

\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_

D R

A

IN

A G

E E

N

LA

R G

E M

E N

TS

.d w g

/2 5/

2:

P

M

N

0 30' 60'

SCALE:1

STORM NETWORKS 300-400 PLAN

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

POND 1

HWL = 64.50

CS103

NOTES - GENERAL

1. SEE SHEETS CS112 - CS115 FOR STORM

SEWER INSTALLATION DETAILS.

2. SEE STRUCTURE SCHEDULE ON SHEET

CS101 FOR INLET CASTING.

3. SEE SHEETS CS112 - CS115 FOR

UNDERDRAIN INSTALLATION DETAILS.

4. SEE SHEET CS302 FOR STORM NETWORK

300 AND 400 PROFILES.

NOTES - CONSTRUCTION

1. INSTALL STORM SEWER PIPING USING

DESIGN INVERT ELEVATIONS AS SHOWN.

PIPE GRADE BETWEEN INVERT

ELEVATIONS SHALL BE UNIFORM GRADE

UNLESS SHOWN OTHERWISE.

2. COORDINATES TO FES ARE AT THE

MIDDLE END OF THE FLARED END

STRUCTURE, RIP RAP SHADING IS

GRAPHICAL IN NATURE ONLY.

3. PUMP STATION COORDINATES ARE TO

THE CENTER OF VALVE MANHOLE WITH

BEARING OF OUTLET PIPE.

4. ALARM PANEL COORDINATES ARE TO THE

CENTER OF THE CONCRETE PAD. SEE

E-504 FOR ALARM PANEL DETAILS.

5. ALL FES OUTLET STRUCTURES ARE TO BE

ARMORED WITH RIP-RAP PER DETAIL

4/CS501.

6. COORDINATES/STA-OFFSET TO CATCH

BASINS ARE TO THE CENTER OF THE

STRUCTURE.

CAD IJW

LEGEND

CLEAN OUT

CRYPT LIMITS

FINISH GRADE68

EXISTING GRADE68

NEW STORM SEWER

NEW STORM DRAIN STRUCTURE

NEW WATERMAIN

NEW ROAD CENTERLINE

HIGH WATER LINE (HWL)

PERFORATED UNDERDRAIN

PIPE BEHIND CURB

PERFORATED UNDERDRAIN PIPE

PUMP STATION #1

SEE SHEETS CS109 - CS111

N.1912396.40 E.6595844.66

BEARING: S4°34'59"E

262131

IGC

IGC

IGC

33A

PPC

33B

9+0010+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00 18+00

18+45

0+

1+00

2+00

3+00

4+00

5+00

6+

7+

7+

+7

+0

+0

+0

0+00

1+

2+00 3+00

4+

4+90

ROUNDABOUT

ROAD R2

ROAD A

SOLANO DR.

SOLANO DR.

LA

KE

BE

RR

YE

SS

A

DR

COORDINATE FINAL EAST/WEST

LOCATION OF PIPE OUTLET WITH VA

RE AND FARMER FOR BEST

PLACEMENT WITH RESPECT TO FIELD

DRAINAGE FOR AGRICULTURAL LAND

TO THE WEST. NOTIFY EOR OF FINAL

LOCATION.

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

STORM NETWORKS

500, 800 & 1600 PLAN

CS104y:

\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_

D R

A

IN

A G

E E

N

LA

R G

E M

E N

TS

.d w g

/2 5/

2:

P

M

N

0 30' 60'

SCALE:1

STORM NETWORKS 500, 800 & 1600 PLAN

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

CS104

NOTES - GENERAL

1. SEE SHEETS CS112 - CS115 FOR STORM

SEWER INSTALLATION DETAILS.

2. SEE STRUCTURE SCHEDULE ON SHEET

CS101 FOR INLET CASTING.

3. SEE SHEETS CS112 - CS115 FOR

UNDERDRAIN INSTALLATION DETAILS.

4. SEE SHEET CS302 FOR STORM NETWORK

500 PROFILE.

5. SEE SHEET CS303 FOR STORM NETWORK

800 PROFILE.

6. SEE SHEET CS304 FOR STORM NETWORK

1600 PROFILE.

NOTES - CONSTRUCTION

1. INSTALL STORM SEWER PIPING USING

DESIGN INVERT ELEVATIONS AS SHOWN.

PIPE GRADE BETWEEN INVERT

ELEVATIONS SHALL BE UNIFORM GRADE

UNLESS SHOWN OTHERWISE.

2. COORDINATES TO FES ARE AT THE

MIDDLE END OF THE FLAIRED END

STRUCTURE, RIP RAP SHADING IS

GRAPHICAL IN NATURE ONLY.

3. PUMP STATION COORDINATES ARE TO

THE CENTER OF VALVE MANHOLE WITH

BEARING OF OUTLET PIPE.

4. ALARM PANEL COORDINATES ARE TO THE

CENTER OF THE CONCRETE PAD. SEE

E-504 FOR ALARM PANEL DETAILS.

5. ALL FES OUTLET STRUCTURES ARE TO BE

ARMORED WITH RIP-RAP PER DETAIL

4/CS501.

6. COORDINATES/STA-OFFSET TO CATCH

BASINS ARE TO THE CENTER OF THE

STRUCTURE.

POND 1

HWL = 64.50

POND 1

HWL = 64.50

SEE SHEETS CS109 - CS111 FOR

STORM DRAIN FORCEMAIN

DETAILS

CAD IJW

LEGEND

CLEAN OUT

CRYPT LIMITS

FINISH GRADE68

EXISTING GRADE68

NEW STORM SEWER

NEW STORM DRAIN STRUCTURE

NEW WATERMAIN

NEW ROAD CENTERLINE

HIGH WATER LINE (HWL)

PERFORATED UNDERDRAIN

PIPE BEHIND CURB

PERFORATED UNDERDRAIN PIPE

PUMP STATION #2

SEE SHEETS CS109 - CS111

N.1911242.79 E.6595992.73

BEARING: N90°00'00"E

36" TIDEFLEX CHECKMATE

BACKFLOW PREVENTER

SEE SHEET CS505

18" TIDEFLEX CHECKMATE

BACKFLOW PREVENTER

SEE SHEET CS505

262132

FIELD VERIFY HEADWALL LOCATION WITH CREEK

BANK SLOPE AND SOLANO COUNTY WATER

AGENCY'S (SCWA) ACCESS ROADWAY/EASEMENT.

MAINTAIN SCWA ACCESS ROAD ROUTE. ADJUST

HEADWALL LOCATION AS NECESSARY. NOTIFY

EOR OF DISCREPANCIES.

HEADWALL/WINGWALL

STRUCTURE PER 2/CS506 HEADWALL/WINGWALL

STRUCTURE PER 2/CS506

VF

D

T

EX. 7

IGC

EX. 27

PPC

EX. 28

PPC

PPC

EX. 8

IGC

EX. 9

IGC

EX. POND

(1.2 ac.)

IGC

IGC

PPC

19+00

20+00

21+00

+0

+0

+3

-0+00

1+00

BUTTE DR.

SUTTER

SOLANO DR.

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

STORM NETWORKS

600, 700 & 1000 PLAN

CS105y:

\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_

D R

A

IN

A G

E E

N

LA

R G

E M

E N

TS

.d w g

/2 5/

2:

P

M

N

0 30' 60'

SCALE:1

STORM NETWORKS 600, 700 & 1000 PLAN

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

POND 1

HWL = 64.50

CS105

NOTES - GENERAL

1. SEE SHEETS CS112 - CS115 FOR STORM

SEWER INSTALLATION DETAILS.

2. SEE STRUCTURE SCHEDULE ON SHEET

CS101 FOR INLET CASTING.

3. SEE SHEETS CS112 - CS115 FOR

UNDERDRAIN INSTALLATION DETAILS.

4. SEE SHEET CS303 FOR STORM NETWORK

600, 700, AND 1000 PROFILES.

NOTES - CONSTRUCTION

1. INSTALL STORM SEWER PIPING USING

DESIGN INVERT ELEVATIONS AS SHOWN.

PIPE GRADE BETWEEN INVERT

ELEVATIONS SHALL BE UNIFORM GRADE

UNLESS SHOWN OTHERWISE.

2. COORDINATES TO FES ARE AT THE

MIDDLE END OF THE FLARED END

STRUCTURE, RIP RAP SHADING IS

GRAPHICAL IN NATURE ONLY.

3. PUMP STATION COORDINATES ARE TO

THE CENTER OF VALVE MANHOLE WITH

BEARING OF OUTLET PIPE.

4. ALARM PANEL COORDINATES ARE TO THE

CENTER OF THE CONCRETE PAD. SEE

E-504 FOR ALARM PANEL DETAILS.

5. ALL FES OUTLET STRUCTURES ARE TO BE

ARMORED WITH RIP-RAP PER DETAIL

4/CS501.

6. COORDINATES/STA-OFFSET TO CATCH

BASINS ARE TO THE CENTER OF THE

STRUCTURE.

CAD IJW

LEGEND

CLEAN OUT

CRYPT LIMITS

FINISH GRADE68

EXISTING GRADE68

NEW STORM SEWER

NEW STORM DRAIN STRUCTURE

NEW WATERMAIN

NEW ROAD CENTERLINE

HIGH WATER LINE (HWL)

PERFORATED UNDERDRAIN

PIPE BEHIND CURB

PERFORATED UNDERDRAIN PIPE

262133

EX. 5

IGC

PPC

9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

0+

1+

2+00

3+00

4+00

5+00

6+

6+

2+

3+

4+

5+

6+00

7+00

8+00

0+00

1+

2+00 3+00

4+

4+90

ROUNDABOUT

R1

SOLANO DR.

SOLANO DR.

BUTTE DR.

SUTTER

COMMITTAL

SHELTER ROAD

SUTTER BUTTE

DR.

SUTTER BUTTE DR.

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

STORM NETWORKS 900, 1400,

1500 & 1700 PLAN

CS106y:

\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_

D R

A

IN

A G

E E

N

LA

R G

E M

E N

TS

.d w g

/2 5/

2:

P

M

N

0 30' 60'

SCALE:1

STORM NETWORKS 900, 1400, 1500 & 1700 PLAN

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

CS106

4. SEE SHEET L6.18 FOR STORM NETWORK 1300 PROFILES.

NOTES - GENERAL

1. SEE SHEETS CS112 - CS115 FOR STORM

SEWER INSTALLATION DETAILS.

2. SEE STRUCTURE SCHEDULE ON SHEET

CS101 FOR INLET CASTING.

3. SEE SHEETS CS112 - CS115 FOR

UNDERDRAIN INSTALLATION DETAILS.

4. SEE SHEET CS303 FOR STORM NETWORK

900 PROFILES.

5. SEE SHEET CS304 FOR STORM NETWORK

1400 & 1500 PROFILES.

NOTES - CONSTRUCTION

1. INSTALL STORM SEWER PIPING USING

DESIGN INVERT ELEVATIONS AS SHOWN.

PIPE GRADE BETWEEN INVERT

ELEVATIONS SHALL BE UNIFORM GRADE

UNLESS SHOWN OTHERWISE.

2. COORDINATES TO FES ARE AT THE MIDDLE

END OF THE FLARED END STRUCTURE, RIP

RAP SHADING IS GRAPHICAL IN NATURE

ONLY.

3. PUMP STATION COORDINATES ARE TO THE

CENTER OF VALVE MANHOLE WITH

BEARING OF OUTLET PIPE.

4. ALL FES OUTLET STRUCTURES ARE TO BE

ARMORED WITH RIP-RAP PER DETAIL

4/CS501.

6. COORDINATES/STA-OFFSET TO CATCH

BASINS ARE TO THE CENTER OF THE

STRUCTURE.

POND 2

HWL = 64.50

POND 1

HWL = 64.50

4" HDPE

NON-PERFORATED PIPE

4" HDPE

NON-PERFORATED

PIPE

90° ELBOW FLUSH WITH THE FINISHED

GRADE CONCRETE TO CONNECT WITH

ROOF DOWNSPOUTS

90° ELBOW FLUSH WITH THE FINISHED

GRADE CONCRETE TO CONNECT WITH

ROOF DOWNSPOUTS

6" HDPE PERFORATED

DRAINTILE

6" HDPE PERFORATED

DRAINTILE

6"x6"x4" TEE

CLEANOUT

INV. = 67.70

6"x6"x4" TEE

CLEANOUT

INV. = 67.70

6" HDPE

NON-PERFORATED PIPE

6"x6" WYE

INV. = 66.90

6"x6" WYE

INV. = 65.84

COMMITTAL SHELTER

UNDERDRAIN CONNECTION TO

STORM NETWORK. SEE SHEET

CS304 FOR INVERT

CAD IJW

LEGEND

CLEAN OUT

CRYPT LIMITS

FINISH GRADE68

EXISTING GRADE68

NEW STORM SEWER

NEW STORM DRAIN STRUCTURE

NEW WATERMAIN

NEW ROAD CENTERLINE

HIGH WATER LINE (HWL)

PERFORATED UNDERDRAIN

PIPE BEHIND CURB

PERFORATED UNDERDRAIN PIPE

COMMITTAL SHELTER #3

18" TIDEFLEX CHECKMATE

BACKFLOW PREVENTER

SEE SHEET CS505

262134

HEADWALL/WINGWALL STRUCTURE PER 2/CS506.

FIELD VERIFY HEADWALL LOCATION WITH CREEK

BANK SLOPE AND SOLANO COUNTY WATER

AGENCY'S (SCWA) ACCESS ROADWAY/EASEMENT.

MAINTAIN SCWA ACCESS ROAD ROUTE. ADJUST

HEADWALL LOCATION AS NECESSARY. NOTIFY

EOR OF DISCREPANCIES.

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

+0

+0

+0

21+00

22+00

50+00

51+00

52+00

53+00

54+00

55+00

56+00

57+00

+0

+0

+0

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

STORM NETWORKS

1100 & 1200 PLAN

CS107y:

\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_

D R

A

IN

A G

E E

N

LA

R G

E M

E N

TS

.d w g

/2 5/

2:

P

M

N0 30' 60'

SCALE:1

STORM NETWORKS 1100 & 1200 PLAN

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

CS107

NOTES - GENERAL

1. SEE SHEETS CS112 - CS115 FOR STORM

SEWER INSTALLATION DETAILS.

2. SEE STRUCTURE SCHEDULE ON SHEET

CS101 FOR INLET CASTING.

3. SEE SHEETS CS112 - CS115 FOR

UNDERDRAIN INSTALLATION DETAILS.

NOTES - CONSTRUCTION

1. INSTALL STORM SEWER PIPING USING

DESIGN INVERT ELEVATIONS AS SHOWN.

PIPE GRADE BETWEEN INVERT

ELEVATIONS SHALL BE UNIFORM GRADE

UNLESS SHOWN OTHERWISE.

2. COORDINATES TO FES ARE AT THE MIDDLE

END OF THE FLAIRED END STRUCTURE,

RIP RAP SHADING IS GRAPHICAL IN

NATURE ONLY.

3. PUMP STATION COORDINATES ARE TO THE

CENTER OF VALVE MANHOLE WITH

BEARING OF OUTLET PIPE.

4. ALL FES OUTLET STRUCTURES ARE TO BE

ARMORED WITH RIP-RAP PER DETAIL

4/CS501.

CAD IJW

LEGEND

CLEAN OUT

CRYPT LIMITS

FINISH GRADE68

EXISTING GRADE68

NEW STORM SEWER

NEW STORM DRAIN STRUCTURE

NEW WATERMAIN

NEW ROAD CENTERLINE

HIGH WATER LINE (HWL)

PERFORATED UNDERDRAIN

PIPE BEHIND CURB

PERFORATED UNDERDRAIN PIPE

CONNECT TO EXISTING 12"

STORM DRAIN. EXTEND NEW

12" STORM DRAIN TO CB 1200

262135

CONNECT TO EXISTING STORM

STRUCTURE. EXTEND NEW 12"

STORM DRAIN TO CBMH 1100

0+00

1+00

2+

3+00

4+00

5+

6+

7+00

8+00

SUTT

ER BUTT

E DR.

SUTTER BUTTE DR.

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

STORM NETWORK

1300 PLAN

CS108y:

\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_

D R

A

IN

A G

E E

N

LA

R G

E M

E N

TS

.d w g

/2 5/

2:

P

M

SCALE:1

STORM NETWORK 300 PLAN

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

CS108

NOTES - GENERAL

1. SEE SHEETS CS112 - CS115 FOR STORM

SEWER INSTALLATION DETAILS.

2. SEE STRUCTURE SCHEDULE ON SHEET

CS101 FOR INLET CASTING.

3. SEE SHEETS CS112 - CS115 FOR

UNDERDRAIN INSTALLATION DETAILS.

4. SEE SHEET CS303 FOR STORM NETWORK

1300 PROFILES.

NOTES - CONSTRUCTION

1. INSTALL STORM SEWER PIPING USING

DESIGN INVERT ELEVATIONS AS SHOWN.

PIPE GRADE BETWEEN INVERT

ELEVATIONS SHALL BE UNIFORM GRADE

UNLESS SHOWN OTHERWISE.

2. CONTRACTOR TO FIELD VERIFY THE

ELEVATION OF THE 6" IRRIGATION

SUPPLY LINE PRIOR TO CONSTRUCTION

OF STORM DRAIN FACILITIES AT OR NEAR

STA. 2+11. AS-BUILT DATA FOR THE 6"

IRRIGATION SUPPLY LINE SHOWS AN

APPROXIMATE ELEVATION OF THE

SOUTHEAST INTAKE, AT THE PUMP, OF

59.5. AS-BUILT DATA WAS UNAVAILABLE

FOR THE NORTHWEST OUTLET AT THE

IRRIGATION SUPPLY POND. NOTIFY RE

AND DESIGN A/E OF FIELD DETERMINED

ELEVATION OF 6" IRRIGATION SUPPLY

LINE IF IN CONFLICT WITH THE NEW

STORM DRAIN LINE BETWEEN MANHOLES

1303 AND 1304.

2. COORDINATES TO FES ARE AT THE

MIDDLE END OF THE FLAIRED END

STRUCTURE, RIP RAP SHADING IS

GRAPHICAL IN NATURE ONLY.

3. PUMP STATION COORDINATES ARE TO

THE CENTER OF VALVE MANHOLE WITH

BEARING OF OUTLET PIPE.

4. ALL FES OUTLET STRUCTURES ARE TO BE

ARMORED WITH RIP-RAP PER DETAIL

4/CS501.

6. COORDINATES/STA-OFFSET TO CATCH

BASINS ARE TO THE CENTER OF THE

STRUCTURE.

CAD IJW

LEGEND

CLEAN OUT

CRYPT LIMITS

FINISH GRADE68

EXISTING GRADE68

NEW STORM SEWER

NEW STORM DRAIN STRUCTURE

NEW WATERMAIN

NEW ROAD CENTERLINE

HIGH WATER LINE (HWL)

PERFORATED UNDERDRAIN

PIPE BEHIND CURB

PERFORATED UNDERDRAIN PIPE

N

0 30' 60'

RELOCATE

EXISTING

ELECTRICAL

HAND HOLE

262136

ROAD A

SOLANO

DRIVE

DRIVE

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, 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

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

OFJune 27, 2018

CS109

PUMP STATION STORM DRAIN

FORCE MAIN PLAN 1 4803

THK CES

STORM DRAIN SITE PLAN 1

MATCH LINE SEE SHEET CS110

LEGEND

NOTES:

BERRYESSA

SUTTER BUTTE DRIVE

LAKE

DRIVE

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, 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

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

OFJune 27, 2018

STORM DRAIN SITE PLAN 2

CS110

PUMP STATION STORM DRAIN

FORCE MAIN PLAN 2 4803

THK CES

MATCH LINE SEE SHEET CS109

LEGEND

MATCH LINE SEE SHEET CS111

SIERRA NEVADA DR.

LA

KE

BE

RR

YE

SS

A D

RIV

E

PUTAH

SIERRA NEVADA DR.

CREEK WAY

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, 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

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

OFJune 27, 2018

STORM DRAIN SITE PLAN 3

CS111

PUMP STATION STORM DRAIN

FORCE MAIN PLAN 3 4803

THK CES

MATCH LINE SEE SHEET CS110

LEGEND

EX. 28

EX. POND

(1.2 ac.)

CO - 29-11

RIM: 68.99

INV: 61.19

UNDERDRAIN CLEANOUT

LOCATIONS

NAME

CO - 29-1

CO - 29-2

CO - 29-3

CO - 29-4

CO - 29-5

CO - 29-6

CO - 29-7

CO - 29-8

CO - 29-9

CO - 29-10

CO - 29-11

CO - 29-12

CO - 31-1

CO - 31-2

CO - 31-3

CO - 31-4

CO - 31-5

CO - 31-6

CO - 31-7

CO - 31-8

CO - 31-9

NORTHING

1911920.23

1911943.88

1912005.22

1912049.58

1912109.31

1912129.75

1912157.72

1912172.25

1912178.31

1912190.34

1912059.10

1911939.89

1911859.41

1911849.42

1911794.50

1911727.50

1911690.78

1911656.54

1911798.69

1911667.61

1911885.10

EASTING

6596494.01

6596498.07

6596459.89

6596436.44

6596420.93

6596408.20

6596404.88

6596391.14

6596355.77

6596285.68

6596367.57

6596379.37

6596529.14

6596587.39

6596659.13

6596712.57

6596706.28

6596700.40

6596537.09

6596618.09

6596379.41

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

UNDERDRAIN PLAN -

SECTIONS 29 & 31

CS112y:

\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_

C _D

R A

IN

A

G E

E N

LA

R

G E

M E

N

TS

.d w g

/2

5/

2:

P M

MBB JPN

N

0 30' 60'

LEGEND

UNDERDRAIN NOTES - GENERAL

1. SEE SHEET CS501 FOR UNDERDRAIN INSTALLATION

DETAILS.

CLEAN OUT

6" PERFORATED UNDERDRAIN PIPE

INVERT ELEVATIONXX.XX

CRYPT LIMITS

FINISH GRADE68

UNDERDRAIN NOTES - CONSTRUCTION

1. INSTALL UNDER DRAIN PIPING USING DESIGN INVERT

ELEVATIONS AS SHOWN. PIPE GRADE BETWEEN INVERT

ELEVATIONS SHALL BE UNIFORM GRADE UNLESS SHOWN

OTHERWISE.

2. SEE DETAIL 5/CS504 FOR PPC PUMP DETAILS.

SOLID HDPE FROM CO - 31-5

TO PPC PUMP 1

SOLID HDPE FROM CO - 29-9

TO PPC PUMP 1

262140

1 DRAIN ROCK AT PERIMETER UNDERDRAIN (TYPICAL)

NTS

CRYPT/GRAVESITE

(TYP.)

MIN. 6" DEPTH DRAIN ROCK

IN "STAIRSTEP" AREAS.

CONTINUE FROM CRYPT

FIELD TO 2' (MIN.) BEYOND

UNDERDRAIN COLLECTION

PIPE. TYPICAL ALL STAIRSTEP

AREAS OF ALL CRYPT FIELDS.

2.0 0'

PERIMETER

CRYPT/GRAVESITE

(TYP.)

SUTTER

BUTTE

DR.

SUTTER BUTTE DR.

ROUNDABOUT

ROAD R1

EX. POND

(1.2 ac.)

CO - 42-5

RIM: 69.00

INV: 61.20 (6")

CO - 40-6

RIM: 69.76

INV: 61.96 (6")

UNDERDRAIN CLEANOUT

LOCATIONS

NAME

CO - 34-1

CO - 34-2

CO - 34-3

CO - 34-4

CO - 34-5

CO - 34-6

CO - 34-7

CO - 34-8

CO - 34-9

CO - 40-1

CO - 40-2

CO - 40-3

CO - 40-4

CO - 40-5

CO - 40-6

CO - 40-7

CO - 40-8

CO - 40-9

NORTHING

1911791.54

1911733.67

1911676.14

1911554.54

1911539.43

1911518.64

1911780.42

1911662.99

1911648.20

1911849.18

1911938.33

1911978.67

1912043.82

1912109.79

1911839.44

1911827.94

1912022.14

1912098.93

EASTING

6595904.50

6595895.86

6595894.11

6595928.72

6596016.76

6596137.99

6595969.32

6595979.62

6596065.86

6595896.75

6595847.88

6595816.13

6595738.02

6595675.64

6595953.53

6596020.59

6595908.78

6595807.12

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

UNDERDRAIN PLAN -

SECTIONS 34 & 40

CS113y:

\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_

C _D

R A

IN

A

G E

E N

LA

R

G E

M E

N

TS

.d w g

/2

5/

2:

P M

MBB JPN

N

0 30' 60'

LEGEND

UNDERDRAIN NOTES - GENERAL

1. SEE SHEET CS501 FOR UNDERDRAIN INSTALLATION

DETAILS.

CLEAN OUT

6" PERFORATED UNDERDRAIN PIPE

INVERT ELEVATIONXX.XX

CRYPT LIMITS

FINISH GRADE68

UNDERDRAIN NOTES - CONSTRUCTION

1. INSTALL UNDER DRAIN PIPING USING DESIGN INVERT

ELEVATIONS AS SHOWN. PIPE GRADE BETWEEN INVERT

ELEVATIONS SHALL BE UNIFORM GRADE UNLESS SHOWN

OTHERWISE.

2. SEE DETAIL 5/CS504 FOR PPC PUMP DETAILS.

BEGIN 12 LF SOLID

WALL HDPE (NORTH

SIDE OF CLEANOUT)

SOLID HDPE FROM CO - 31-6

TO PPC PUMP 2

SOLID WALL HDPE

262141

LAKE

BERRYESSA DR.

SOLANO DR.

ROUNDABOUT

ROAD R2

P33

P34

P35P42

G

H

I

CO - 42-5

RIM: 69.00

INV: 61.20 (6")

UNDERDRAIN CLEANOUT

LOCATIONS

NAME

CO - 42-1

CO - 42-2

CO - 42-3

CO - 42-4

CO - 42-5

CO - 42-6

CO - 42-7

CO - 42-8

CO - 44-1

CO - 44-2

CO - 44-3

CO - 44-4

CO - 44-5

CO - 44-6

CO - 44-7

CO - 44-8

CO - 44-9

CO - 44-10

CO - 44-11

NORTHING

1912359.00

1912301.50

1912205.83

1912182.38

1912163.36

1912139.94

1912285.78

1912394.84

1912471.39

1912532.21

1912590.75

1912644.15

1912702.25

1912738.17

1912732.36

1912726.33

1912459.08

1912620.64

1912622.57

EASTING

6595621.62

6595619.89

6595629.66

6595640.04

6595750.90

6595887.43

6595720.40

6595767.81

6595640.90

6595651.33

6595673.20

6595712.68

6595752.62

6595789.15

6595823.03

6595858.14

6595712.70

6595791.14

6595779.91

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

UNDERDRAIN PLAN -

SECTIONS 42 & 44

CS114y:

\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_

C _D

R A

IN

A

G E

E N

LA

R

G E

M E

N

TS

.d w g

/2

5/

2:

P M

MBB JPN

N

0 30' 60'

LEGEND

UNDERDRAIN NOTES - GENERAL

1. SEE SHEET CS501 FOR UNDERDRAIN INSTALLATION

DETAILS.

CLEAN OUT

6" PERFORATED UNDERDRAIN PIPE

INVERT ELEVATIONXX.XX

CRYPT LIMITS

FINISH GRADE68

UNDERDRAIN NOTES - CONSTRUCTION

1. INSTALL UNDER DRAIN PIPING USING DESIGN INVERT

ELEVATIONS AS SHOWN. PIPE GRADE BETWEEN INVERT

ELEVATIONS SHALL BE UNIFORM GRADE UNLESS SHOWN

OTHERWISE.

2. SEE DETAIL 5/CS504 FOR PPC PUMP DETAILS.

BEGIN 14 LF SOLID

WALL HDPE

BEGIN 40 LF SOLID

WALL HDPE

262142

LA

KE

B

YR

REY

ES

SA

D

R.

CO - 45-8

RIM: 70.41

INV: 62.61

UNDERDRAIN CLEANOUT

LOCATIONS

NAME

CO - 45-1

CO - 45-2

CO - 45-3

CO - 45-4

CO - 45-5

CO - 45-6

CO - 45-7

CO - 45-8

CO - 45-9

NORTHING

1913123.66

1913185.25

1913223.18

1913270.49

1913106.67

1913072.20

1913048.19

1913191.39

1913251.76

EASTING

6595529.26

6595507.36

6595481.40

6595489.51

6595575.05

6595634.07

6595774.02

6595622.37

6595616.44

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

UNDERDRAIN PLAN -

SECTION 45

CS115y:

\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_

C _D

R A

IN

A

G E

E N

LA

R

G E

M E

N

TS

.d w g

/2

5/

2:

P M

MBB JPN

N

0 30' 60'

LEGEND

UNDERDRAIN NOTES - GENERAL

1. SEE SHEET CS501 FOR UNDERDRAIN INSTALLATION

DETAILS.

CLEAN OUT

6" PERFORATED UNDERDRAIN PIPE

INVERT ELEVATIONXX.XX

CRYPT LIMITS

FINISH GRADE68

UNDERDRAIN NOTES - CONSTRUCTION

1. INSTALL UNDER DRAIN PIPING USING DESIGN INVERT

ELEVATIONS AS SHOWN. PIPE GRADE BETWEEN INVERT

ELEVATIONS SHALL BE UNIFORM GRADE UNLESS SHOWN

OTHERWISE.

2. SEE DETAIL 5/CS504 FOR PPC PUMP DETAILS.

12 LF 6" SOLID WALL

HDPE

262143

SIERRA NEVADA DR.

C B

-1

A

IN

V

4.

(S

E

R

IM

7.

S

TM

H -1

IN

V

4.

(N

W

IN

V

3.

(N

E

IN

V

3.

(S

E

R

IM

7.

S

TM

H -1

IN

V

3.

(S

W

IN

V

3.

(S

E

R

IM

7.

S

TM

H -1

IN

V

3.

(N

W

IN

V

3.

(S

IN

V

3.

(N E

IN

V

3.

(S W

R

IM

6.

S

TM

H -1

IN

V

2.

(N

W

IN

V

2.

(S

E

IN

V

3.

(S

W

IN

V

2.

(N

E

R

IM

7.

S

TM

H -1

IN

V

2.

(N

W

IN

V

2.

(S

W

R

IM

7.

S

TM

H -1

IN

V

2.

(N

IN

V

2.

(S E

R

IM

7.

S

TM

H -1

IN

V

2.

(N

E

IN

V

2.

(S

W

IN

V

3.

(N

W

IN

V

3.

(S

E

R

IM

6.

S

TM

H -1

IN

V

2.

(N

W

IN

V

2.

(E

R

IM

8.

S

TM

H -1

IN

V

1.

(W

IN

V

1.

(E

R

IM

8.

S

TM

H -1

IN

V

1.

(W

IN

V

1.

(S

IN

V

3.

(N

R

IM

7.

C B

M H

-1

IN

V

1.

(N

IN

V

1.

(S E

R

IM

7.

S

TM

H

-1

IN

V

1.

(S

IN

V

1.

(N W

R

IM

8.

S

TM

H -1

IN

V

1.

(E

IN

V

1.

(N

R

IM

7.

17 LF 12" HDPE @ 1.30%

40 LF 12" HDPE @ 0.62%

117 LF 12" HDPE @ 0.48% 94 LF 12" HDPE @ 0.25% 56 LF 12" HDPE @ 0.25%

41 LF 12" HDPE @ 0.25%

132 LF 15" HDPE @ 0.25% 63 LF 24" HDPE @ 0.25% 71 LF 24" HDPE @ 0.25% 64 LF 24" HDPE @ 0.25%

17 LF 24" HDPE @ 0.29%

139 LF 24" HDPE @ 0.25%

11 LF 24" HDPE @ 0.27%

FINISHED GRADE AT ℄ OF SD PIPE

EXISTING GROUND AT ℄ OF SD PIPE

C B

M H

-1

IN

V

0.

(W

IN

V

0.

(S E

R

IM

6.

C B

M H

-1

IN

V

0.

(N

W

IN

V

0.

(E

R

IM

6.

FE

S

-1

IN

V

0.

(W

230 LF 24" HDPE @ 0.25%

23 LF 24" HDPE @ 0.26%

138 LF 24" HDPE @ 0.29%

FINISHED GRADE AT ℄ OF SD PIPE

EXISTING GROUND AT ℄ OF SD PIPE

S

TM

H -1

IN

V

3.

(N

IN

V

3.

(S E

R

IM

8.

S

TM

H -1

IN

V

3.

(N

W

IN

V

3.

(S

E

R

IM

8.

S

TM

H -1

IN

V

2.

(N

W

IN

V

2.

(S

E

IN

V

3.

(S

W

IN

V

2.

(N

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IM

7.

72 LF 12" HDPE @ 0.39% 70 LF 12" HDPE @ 0.40% 65 LF 12" HDPE @ 0.40%

S

TM

H -1

IN

V

3.

(W

IN

V

3.

(S

IN

V

3.

(E

R

IM

7.

FINISHED GRADE AT ℄ OF SD PIPEEXISTING GROUND AT ℄ OF SD PIPE

S

TM

H -1

IN

V

3.

(S

W

IN

V

3.

(N

E

IN

V

3.

(N

W

IN

V

3.

(S

E

R

IM

7.

S

TM

H -1

IN

V

4.

(S

E

IN

V

4.

(N

E

R

IM

8.

S

TM

H -1

IN

V

3.

(N

W

IN

V

3.

(N

E

R

IM

6.

S

TM

H -1

IN

V

2.

(N

W

IN

V

2.

(S

E

IN

V

3.

(S

W

IN

V

2.

(N

E

R

IM

7.

223 LF 12" HDPE @ 0.27% 126 LF 15" HDPE @ 0.28%

45 LF 15" HDPE @ 0.29%FINISHED GRADE AT ℄ OF SD PIPE

EXISTING GROUND AT ℄ OF SD PIPE

49 LF 12" HDPE @ 0.20%

C B

-1

IN

V

4.

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W

R

IM

7.

S

TM

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C

B -1

A

IN

V

3.

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IM

7.

6 LF 12" HDPE

@ 0.99%

C B

-1

A

IN

V

3.

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R

IM

6.

S

TM

H -1

IN

V

2.

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IN

V

2.

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W

IN

V

3.

(N

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IN

V

3.

(S

E

R

IM

6.

C

B -1

B

IN

V

3.

(N

W

R

IM

6.

17 LF 12" HDPE

@ 0.47%

6 LF 12" HDPE @ 0.46%

C B

-1

A

IN

V

3.

(N

E

R

IM

6.

C B

-1

B

IN

V

3.

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W

R

IM

6.

S

TM

H -1

IN

V

3.

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W

IN

V

3.

(S

IN

V

3.

(N E

IN

V

3.

(S W

R

IM

6.

17 LF 12" HDPE

@ 0.41%

6 LF 12" HDPE @ 1.13%

C B

-1

B

IN

V

4.

(N

W

R

IM

7.

S

TM

H -1

10 LF 12" HDPE @ 2.31%

C B

-1

B

IN

V

3.

(W

R

IM

7.

C B

-1

A

IN

V

3.

(E

R

IM

7.

S

TM

H -1

IN

V

3.

(W

IN

V

3.

(S

IN

V

3.

(E

R

IM

7.

7 LF 12" HDPE @ 1.22%

17 LF 12" HDPE

@ 0.71% 55

C B

-1

B

IN

V

3.

(N

W

R

IM

7.

S

TM

H -1

IN

V

3.

(S

W

IN

V

3.

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IN

V

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IN

V

3.

(S

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R

IM

7.

C B

-1

A

IN

V

3.

(S

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R

IM

7.

7 LF 12" HDPE @ 2.24%

17 LF 12" HDPE

@ 1.49%

S

TM

H -2

IN

V

3.

(S

W

IN

V

3.

(S

E

IN

V

3.

(N

E

R

IM

6.

S

TM

H -2

IN

V

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IN

V

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IN

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7.

S

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S

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IN

V

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6.

S

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IN

V

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IN

V

1.

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IN

V

2.

(S

R

IM

6.

S

TM

H -2

IN

V

1.

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IN

V

1.

(S

IN

V

1.

(N

R

IM

5.

C B

M H

-2

IN

V

1.

(N

IN

V

1.

(S

R

IM

5.

FE

S

-2

IN

V

1.

(N

132 LF 12" HDPE @ 0.25% 81 LF 12" HDPE @ 0.26% 67 LF 12" HDPE @ 0.25% 67 LF 15" HDPE @ 0.25% 112 LF 15" HDPE @ 0.25%

17 LF 15" HDPE @ 0.46%

61 LF 15" HDPE @ 0.51%

FINISHED GRADE AT ℄ OF SD PIPEEXISTING GROUND AT ℄ OF SD PIPE

S

TM

H -2

IN

V

1.

(W

IN

V

1.

(S

IN

V

1.

(N

R

IM

5.

C B

M H

-2

B

IN

V

2.

(S

R

IM

5.

C B

M H

-2

A

IN

V

1.

(N

IN

V

1.

(S

R

IM

5.

41 LF 12" HDPE @ 2.88%

6 LF 12" HDPE @ 0.49%

S

TM

H -2

IN

V

2.

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IN

V

1.

(E

IN

V

2.

(S

R

IM

6.

S

TM

H -2

IN

V

2.

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IN

V

2.

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IN

V

2.

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IM

5.

C B

-2

A

IN

V

2.

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R

IM

5.

47 LF 12" HDPE @ 0.49%

17 LF 12" HDPE @ 0.71%

FINISHED GRADE AT ℄ OF SD PIPE

EXISTING GROUND

AT ℄ OF SD PIPE

S

TM

H -2

C

B -2

B

IN

V

2.

(W

R

IM

5.

6 LF 12" HDPE @ 0.77%

S

TM

H -2

IN

V

2.

(W

IN

V

2.

(E

IN

V

2.

(N

R

IM

7.

7 LF 12" HDPE

@ 0.77%

C B

-2

A

IN

V

2.

(S

R

IM

7.

S

TM

H -2

C B

-2

B

IN

V

4.

(N

W

R

IM

7.

24 LF 12" HDPE @ 1.42%

S

TM

H -2

IN

V

2.

(N

W

IN

V

2.

(E

IN

V

2.

(S W

R

IM

7.

C B

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A

IN

V

4.

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R

IM

7.

S

TM

H -2

IN

V

3.

(S

E

IN

V

3.

(N

E

IN

V

3.

(N

W

R

IM

7.

21 LF 12" HDPE

@ 1.53%

24 LF 12" HDPE @ 3.32%

S

TM

H -2

IN

V

3.

(S

W

IN

V

3.

(S

E

IN

V

3.

(N

E

R

IM

6.

C B

-2

B

IN

V

3.

(N

E

R

IM

6.

C B

-2

A

IN

V

3.

(S

W

IN

V

3.

(N

E

R

IM

6.

17 LF 12" HDPE

@ 0.82%

6 LF 12" HDPE @ 0.77%

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

STORM NETWORKS

100 & 200 PROFILES

CS301y:

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2:

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SCALE:1

STORM NETWORK 100 (CB115A - STMH103)

H:1"=30' V:1"=5' (30' x 42' PAPER SIZE)

SCALE:2

STORM NETWORK 100 (STMH103 - FES100)

H:1"=30' V:1"=5' (30' x 42' PAPER SIZE) SCALE:3

STORM NETWORK 101 (CB122 - STMH109)

H:1"=30' V:1"=5' (30' x 42' PAPER SIZE)

SCALE:4

STORM NETWORK 102 (CB119 - STMH109)

H:1"=30' V:1"=5' (30' x 42' PAPER SIZE) SCALE:5

STORM NETWORK 103

(CB106A - STMH106)

H:1"=30' V:1"=5' (30' x 42' PAPER SIZE) SCALE:6

STORM NETWORK 104

(CB110A - CB110B)

H:1"=30' V:1"=5' (30' x 42' PAPER SIZE) SCALE:7

STORM NETWORK 105

(CB113A - CB113B)

H:1"=30' V:1"=5' (30' x 42' PAPER SIZE) SCALE:8

STORM NETWORK 106

(STMH115 - CB115B)

H:1"=30' V:1"=5' (30' x 42' PAPER SIZE)

SCALE:9

STORM NETWORK 107

(CB122A - CBMH122B)

H:1"=30' V:1"=5' (30' x 42' PAPER SIZE) SCALE:10

STORM NETWORK 108

(CB116A - CB116B)

H…