36C10F18R0581-054.pdf

VF

D

T

SWEENEY CREEK

PPC

IGC

IGC

PUTAH

CREEK

W

AY SIERRA NEVADA DR.

LA

KE

BE

RR

YE

SS

A D

RIV

E

JE

PS

ON

PR

AIR

IE

DR

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.)

PUTAH

DRIVE

ROAD A

BERRYESSA

SOLANO

SUTTER BUTTE DRIVE

SOLANO

IGC

IGC

IGC

IGC

IGC

IGC

IGC

IGC

33A

PPC

PPC

PPC

PPC

PPC

PPC

33B

LAKE

DRIVE

SOLANO

DRIVE

DRIVE

SIERRA NEVADA DR.

CREEK WAY

SOLANO DRIVE

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

STREET PLAN -

OVERALL

CR101y:

\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_

S

TR

E E

TS

O

V E

R A

LL

.d w g

/2 5/

1:

A

M

CR301

CR301

CR301

CR301

CR301

CR301

CR301

CR301

CR301

CR301

CR301

CR301

CR301

CR301

CR301

CR301

CR301

CR301

RLS IJW

NEW PAVING

EXISTING STORM DRAIN

NEW STORM SEWER STRUCTURE

NEW STORM SEWER STRUCTURE

NEW WATER SERVICE

EXISTING POWER OVERHEAD WIRE

EXISTING UNDERGROUND ELECTRIC

HWL - POND

ELEVATION (TOP / CURB)

INTERSECTION CURB GRADE

CURB STATION AND OFFSET

0.90%

STA=1+00.00

OFFSET=12.00'R

N 0 120' 240'

SCALE:1

STREET PLAN - OVERALL

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

LEGEND

MIDWAY ROAD

CR301

26285

R O

UNDA BOUT

R O

UNDA BOUT

R O

UNDA BOUT

CR301

CR301

PLAN & PROFILES

ROAD SECTION SHEET NUMBER(S)

SUTTER BUTTE DRIVE CR112, CR113 & CR114

SOLANO DRIVE CR109

SIERRA NEVADA

DRIVE CR102 & CR103

A CR108

LAKE BERRYESSA

DRIVE CR106 & CR107

PUTAH CREEK WAY CR104

JEPSON PRAIRIE

DRIVE CR105

COMMITTAL SHELTER

ROAD CR115

CORTAGE LANE CR121

ROUNDABOUT 1 CR117

ROUNDABOUT 2 CR118

ROUNDABOUT 3 CR119

SERVICE ROAD CR116

SOLANO DRIVE

PARKING CR120

CR301

0+00

1+00

2+00

3+00 4+00 5+000+

1+

C1

STA=3+79.94

OFFSET=12.50'L STA=4+58.37

OFFSET=12.50'L

L1

BP: 0+00.00

PC: 0+99.24

1.02% -0.82% 0.80%

0.80%

P V

IS

: 0

+0 0.

P

V

IE

: 6 4.

P V

IS

: 4

+1 9.

P

V

IE

: 6 6.

PVI STA = 1+80.00

PVI ELEV = 66.43

A.D. = -1.84% K = 40.79

75.00' VC

B V

C S

: 1 +4

2.

B V

C E

: 6 6.

E V

C S

: 2 +1

7.

E V

C E

: 6 6.

HIGH PT. STA = 1+84.19

HIGH PT ELEV = 66.26

.5

.5

0+00

.1

.8

.6

.2

1+00

.1

.3

.2

.3

2+00

.8

.3

.6

.3

3+00

.8

.5

.2

.7

4+00

.6

.4

.0

.3

5+00

PVI STA = 3+00.00

PVI ELEV = 65.45

A.D. = 1.62% K = 46.39

75.00' VC

B V

C S

: 2 +6

2.

B V

C E

: 6 5.

E V

C S

: 3 +3

7.

E V

C E

: 6 5.

LOW PT. STA = 3+00.39

LOW PT ELEV = 65.60

ALIGNMENT CURVE DATA - SIERRA NEVADA DRIVE

CURVE #

C1

RADIUS

500.00

LENGTH

550.55

CHORD BEARING

S85°37'32"W

START POINT

N 1,913,074.356 E 6,596,136.354

END POINT

N 1,913,034.450 E 6,595,614.726

ALIGNMENT LINE DATA - SIERRA NEVADA DRIVE

LINE #

L1

LENGTH

99.24

BEARING

S54° 04' 53"W

START POINT

N 1,913,132.571 E 6,596,216.720

END POINT

N 1,913,074.356 E 6,596,136.354

1.02% -0.82% 0.80%

0.80%

P V

IS

: 0

+0 0.

P

V

IE

: 6 4.

P V

IS

: 4

+1 9.

P

V

IE

: 6 6.

PVI STA = 1+80.00

PVI ELEV = 66.43

A.D. = -1.84% K = 40.79

75.00' VC

B V

C S

: 1 +4

2.

B V

C E

: 6 6.

E V

C S

: 2 +1

7.

E V

C E

: 6 6.

HIGH PT. STA = 1+84.19

HIGH PT ELEV = 66.26

.5

.5

0+00

.1

.8

.6

.2

1+00

.1

.3

.2

.3

2+00

.8

.3

.6

.3

3+00

.8

.5

.2

.7

4+00

.6

.4

.0

.3

5+00

PVI STA = 3+00.00

PVI ELEV = 65.45

A.D. = 1.62% K = 46.39

75.00' VC

B V

C S

: 2 +6

2.

B V

C E

: 6 5.

E V

C S

: 3 +3

7.

E V

C E

: 6 5.

LOW PT. STA = 3+00.39

LOW PT ELEV = 65.60

1.02% -0.82% 0.80%

0.80%

P V

IS

: 0

+0 0.

P

V

IE

: 6 4.

P V

IS

: 4

+1 9.

P

V

IE

: 6 6.

PVI STA = 1+80.00

PVI ELEV = 66.43

A.D. = -1.84% K = 40.79

75.00' VC

B V

C S

: 1 +4

2.

B V

C E

: 6 6.

E V

C S

: 2 +1

7.

E V

C E

: 6 6.

HIGH PT. STA = 1+84.19

HIGH PT ELEV = 66.26

.5

.5

0+00

.1

.8

.6

.2

1+00

.1

.3

.2

.3

2+00

.8

.3

.6

.3

3+00

.8

.5

.2

.7

4+00

.6

.4

.0

.3

5+00

PVI STA = 3+00.00

PVI ELEV = 65.45

A.D. = 1.62% K = 46.39

75.00' VC

B V

C S

: 2 +6

2.

B V

C E

: 6 5.

E V

C S

: 3 +3

7.

E V

C E

: 6 5.

LOW PT. STA = 3+00.39

LOW PT ELEV = 65.60

1.02% -0.82% 0.80%

0.80%

P V

IS

: 0

+0 0.

P

V

IE

: 6 4.

P V

IS

: 4

+1 9.

P

V

IE

: 6 6.

PVI STA = 1+80.00

PVI ELEV = 66.43

A.D. = -1.84% K = 40.79

75.00' VC

B V

C S

: 1 +4

2.

B V

C E

: 6 6.

E V

C S

: 2 +1

7.

E V

C E

: 6 6.

HIGH PT. STA = 1+84.19

HIGH PT ELEV = 66.26

.5

.5

0+00

.1

.8

.6

.2

1+00

.1

.3

.2

.3

2+00

.8

.3

.6

.3

3+00

.8

.5

.2

.7

4+00

.6

.4

.0

.3

5+00

PVI STA = 3+00.00

PVI ELEV = 65.45

A.D. = 1.62% K = 46.39

75.00' VC

B V

C S

: 2 +6

2.

B V

C E

: 6 5.

E V

C S

: 3 +3

7.

E V

C E

: 6 5.

LOW PT. STA = 3+00.39

LOW PT ELEV = 65.60

1.02% -0.82% 0.80%

0.80%

P V

IS

: 0

+0 0.

P

V

IE

: 6 4.

P V

IS

: 4

+1 9.

P

V

IE

: 6 6.

PVI STA = 1+80.00

PVI ELEV = 66.43

A.D. = -1.84% K = 40.79

75.00' VC

B V

C S

: 1 +4

2.

B V

C E

: 6 6.

E V

C S

: 2 +1

7.

E V

C E

: 6 6.

HIGH PT. STA = 1+84.19

HIGH PT ELEV = 66.26

.5

.5

0+00

.1

.8

.6

.2

1+00

.1

.3

.2

.3

2+00

.8

.3

.6

.3

3+00

.8

.5

.2

.7

4+00

.6

.4

.0

.3

5+00

PVI STA = 3+00.00

PVI ELEV = 65.45

A.D. = 1.62% K = 46.39

75.00' VC

B V

C S

: 2 +6

2.

B V

C E

: 6 5.

E V

C S

: 3 +3

7.

E V

C E

: 6 5.

LOW PT. STA = 3+00.39

LOW PT ELEV = 65.60

1.02% -0.82% 0.80%

0.80%

P V

IS

: 0

+0 0.

P

V

IE

: 6 4.

P V

IS

: 4

+1 9.

P

V

IE

: 6 6.

PVI STA = 1+80.00

PVI ELEV = 66.43

A.D. = -1.84% K = 40.79

75.00' VC

B V

C S

: 1 +4

2.

B V

C E

: 6 6.

E V

C S

: 2 +1

7.

E V

C E

: 6 6.

HIGH PT. STA = 1+84.19

HIGH PT ELEV = 66.26

.5

.5

0+00

.1

.8

.6

.2

1+00

.1

.3

.2

.3

2+00

.8

.3

.6

.3

3+00

.8

.5

.2

.7

4+00

.6

.4

.0

.3

5+00

PVI STA = 3+00.00

PVI ELEV = 65.45

A.D. = 1.62% K = 46.39

75.00' VC

B V

C S

: 2 +6

2.

B V

C E

: 6 5.

E V

C S

: 3 +3

7.

E V

C E

: 6 5.

LOW PT. STA = 3+00.39

LOW PT ELEV = 65.60

4+00 0+

0+00

L1

BP: 0+00.00

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

SIERRA NEVADA DRIVE - PLAN

AND PROFILE - 0+00 TO 5+00

CR102y:

\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_

S

TR

E E

T P

P

R D

E .d w g

/2 5/

1:

A

M

0 30' 60'

N

SCALE:1

SIERRA NEVADA DRIVE - 0+00 TO 5+00

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

SCALE:2

SIERRA NEVADA DRIVE - 0+00 TO 5+00

HORIZONTAL: 1"=30' , VERTICAL: 1"=5" (30" x 42" PAPER SIZE)

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

R

MA

TC

H

LIN

E

- 5

+0

SEC. 23

SEC. 45

SEC. 21

SEC. 19

SEC. 20

(M

AT

CH

E

XI

ST

IN

G)

HORIZONTAL SCALE - 1"=30'

VERTICAL SCALE - 1"=5'

STA. EQUATION

SIERRA NEVADA DRIVE ℄ 4+19.15 =

LAKE BERRYESSA DRIVE ℄ 0+00.00

FIELD VERIFY TIE IN.

MATCH EXISTING

ELEVATION

12.50'

12.50'

NEW CENTERLINE GRADE

EXISTING GROUND

SIERRA

SIERRA NEVADA

ROUNDABOUT RD

1. ALL CURB MOUNTABLE TYPE UNLESS SHOWN OTHERWISE.

VALLEY CURB AT ALL PULLOUTS.

2. ALL INTERSECTION GRADE DETAIL ELEVATIONS SHOWN ARE

TOP BACK OF CURB UNLESS NOTED OTHERWISE.

3. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB

UNLESS NOTED OTHERWISE.

4. CURB DATA SHOWN AT PC, MID-POINT, PT AND PRC.

5. AVOID EXISTING BURIAL LOCATIONS WITH ALL STREET

CONSTRUCTION.

6. SEE SHEET CR301 FOR STREET SECTIONS.

7. SEE SHEETS CR501 & CR502 FOR STREET CONSTRUCTION

DETAILS.

NOTES - CONSTRUCTION

25.00'INTERSECTION GRADES

SCALE: 1"=20"

R30.00' R30 .00

INTERSECTION GRADES

SCALE: 1"=20"

SIERRA

NEVADA

0 20' 40'

0 20' 40'

RLS IJW

NEW PAVING

EXISTING STORM DRAIN

NEW STORM SEWER STRUCTURE

NEW STORM SEWER STRUCTURE

NEW WATER SERVICE

EXISTING POWER OVERHEAD WIRE

EXISTING UNDERGROUND ELECTRIC

HWL - POND

ELEVATION (TOP / CURB)

INTERSECTION CURB GRADE

CURB STATION AND OFFSET

0.90%

STA=1+00.00

OFFSET=12.00'R

LEGEND

26286

NEVADA DRIVE

LA

KE

BE

RR

YE

SS

A

DR

IV

E

LA

KE

BE

RR

YE

SS

A

DR

IV

E

NEVADA

DR.

SIERRA DRIVE

11+78 5+00

6+00 7+00

8+00 9+00

10+00

11+00

-0 +0

1+

2+

6+00

7+00

8+

8+

0+

1+

2+

0+00

1+00

2+

3+00

4+

STA=4+58.37

OFFSET=12.50'L

STA=5+92.49

OFFSET=12.50'L

STA=6+74.55

OFFSET=12.50'L

STA=7+64.89

OFFSET=12.50'L

STA=7+64.89

OFFSET=12.50'R

STA=9+90.41

OFFSET=12.50'R

STA=9+90.41

OFFSET=12.50'L

STA=10+80.75

OFFSET=12.50'L

STA=11+67.05

OFFSET=12.50'L

STA=11+77.65

OFFSET=12.50'L

STA=11+77.65

OFFSET=12.50'R

L2

L3

EP: 11+77.65

PI: 8+77.65

P T:

+4

9.

-0.80%0.80% 2.00%

-1.02% 0.80%

-2.00%

PVI STA = 6+30.00

PVI ELEV = 68.09

A.D. = -1.89% K = 39.70

75.00' VC

B V

C S

: 5 +9

2.

B V

C E

: 6 7.

E V

C S

: 6 +6

7.

E V

C E

: 6 7.

HIGH PT. STA = 6+24.26

HIGH PT ELEV = 67.92

PVI STA = 11+53.34

PVI ELEV = 68.30

A.D. = -2.05% K = 12.43

25.50' VC

B V

C S

: 1 1+

.5

B

V C

E : 6

8.

E V

C S

: 1 1+

.0

E

V C

E : 6

8.

HIGH PT. STA = 11+53.42

HIGH PT ELEV = 68.23

.0

.3

5+00

.4

.2

.8

.6

6+00

.8

.7

.3

.8

7+00

.7

.9

.0

.0

8+00

.1

.1

.3

.3

9+00

.1

.3

.7

.4

10+00

.2

.5

.7

.8

11+00

.2

.6

.0

.5

11+78

PVI STA = 9+92.08

PVI ELEV = 66.63

A.D. = 1.83% K = 13.64

25.00' VC

B V

C S

: 9 +7

9.

B V

C E

: 6 6.

E V

C S

: 1 0+

.5

E

V C

E : 6

6.

LOW PT. STA = 9+90.49

LOW PT ELEV = 66.69PVI STA = 7+63.10

PVI ELEV = 66.64

A.D. = 1.89%

K = 13.23

25.00' VC

B V

C S

: 7 +5

0.

B V

C E

: 6 6.

E V

C S

: 7 +7

5.

E V

C E

: 6 6.

LOW PT. STA = 7+65.01

LOW PT ELEV = 66.70

ALIGNMENT CURVE DATA - SIERRA NEVADA DRIVE

CURVE #

C1

RADIUS

500.00

LENGTH

550.55

CHORD BEARING

S85°37'32"W

START POINT

N 1,913,074.356 E 6,596,136.354

END POINT

N 1,913,034.450 E 6,595,614.726

ALIGNMENT LINE DATA - SIERRA NEVADA DRIVE

LINE # LENGTH BEARING START POINT END POINT

11+78

11+00

8+

8+

6+00

7+00

-0 +0

0 L2

L2

L3

227.87

300.00

N62° 49' 51"W

N52° 49' 51"W

N 1,913,034.450 E 6,595,614.726

N 1,913,138.500 E 6,595,412.000

N 1,913,138.500 E 6,595,412.000

N 1,913,319.752 E 6,595,172.944

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

SIERRA NAVADA DRIVE - PLAN

AND PROFILE - 5+00 TO 11+78

CR103y:

\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_

S

TR

E E

T P

P

R D

E .d w g

/2 5/

1:

A

M

RLS IJW

0 30' 60'

N

SCALE:1

SIERRA NEVADA DRIVE - 5+00 TO 11+78

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

SCALE:2

SIERRA NEVADA DRIVE - 5+00 TO 11+78

HORIZONTAL: 1"=30"; VERTICAL=1"=5' (30" x 42" PAPER SIZE)

M

ATC

H

LIN

E - SEE SH

EET C

R

E P

: 1 1+

.6

M A

TC

H

L

IN

E

5+

SIERRA

SEC. 45

SEC. 47

SEC. 46

SEC. 53

SEC. 54

STA. EQUATION

SIERRA NEVADA DRIVE

℄ 8+77.65 =

JEPSON PRAIRIE DRIVE

℄ 0+00.00

STA. EQUATION

SIERRA NEVADA DRIVE ℄ 11+27.65 =

PUTAH CREEK WAY ℄ 8+30.00

STA. EQUATION

SIERRA NEVADA DRIVE ℄ 6+27.65

= PUTAH CREEK WAY ℄ 0+00.00 STA. EQUATION

SIERRA NEVADA DRIVE ℄ 7+99.60 =

ROUNDABOUT ROAD 3 ℄ 4+04.55

STA. EQUATION

SIERRA NEVADA DRIVE ℄ 9+55.65 =

ROUNDABOUT ROAD 3 ℄ 1+73.12

.5

0'

.5

0'

JE

PS

ON

NEW CENTERLINE GRADE

EXISTING GROUND

SIERRA NEVADA DRIVE

.0

0'

R30.00' R3 0.

R30.00'

R3 0.

R30.00'

R30 .00

R30.00'

R30.00'

INTERSECTION GRADES

SCALE: 1"=20'

INTERSECTION GRADES

SCALE: 1"=20'

ROAD E

0 20' 40'

0 20' 40'

HORIZONTAL SCALE - 1"=30'

VERTICAL SCALE - 1"=5'

NEW PAVING

EXISTING STORM DRAIN

NEW STORM SEWER STRUCTURE

NEW STORM SEWER STRUCTURE

NEW WATER SERVICE

EXISTING POWER OVERHEAD WIRE

EXISTING UNDERGROUND ELECTRIC

HWL - POND

ELEVATION (TOP / CURB)

INTERSECTION CURB GRADE

CURB STATION AND OFFSET

0.90%

STA=1+00.00

OFFSET=12.00'R

LEGEND

ROUNDABOUT

ROAD 3 1. ALL CURB MOUNTABLE TYPE UNLESS SHOWN OTHERWISE.

VALLEY CURB AT ALL PULLOUTS.

2. ALL INTERSECTION GRADE DETAIL ELEVATIONS SHOWN ARE

TOP BACK OF CURB UNLESS NOTED OTHERWISE.

3. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB

UNLESS NOTED OTHERWISE.

4. CURB DATA SHOWN AT PC, MID-POINT, PT AND PRC.

5. AVOID EXISTING BURIAL LOCATIONS WITH ALL STREET

CONSTRUCTION.

6. SEE SHEET CR301 FOR STREET SECTIONS.

7. SEE SHEETS CR501 & CR502 FOR STREET CONSTRUCTION

DETAILS.

NOTES - CONSTRUCTION

26287

ROAD BARRICADE,

SEE SHEET CR502

PR

AI

RI

E

DR

IV

E

NEVADA DR.

P V

IS

: 8

+1 2.

P

V

IE

: 6 7.

P V

IS

: 9

+4 3.

P

V

IE

: 6 7.

0+

1+

2+

3+

0+00 1+00

2+

3+00

4+

BP: -0+00.00

EP: 8+29.52

C1

STA=7+93.07

OFFSET=12.50'L

STA=0+52.06

OFFSET=12.50'R

STA=0+33.87

OFFSET=12.50'L

STA=7+77.95

OFFSET=12.50'R

STA=4+66.58

OFFSET=12.50'R

STA=3+78.55

OFFSET=12.50'L

STA=4+51.46

OFFSET=12.50'L

STA=3+63.44

OFFSET=12.50'R

STA=11+77.65

OFFSET=12.50'L

STA=11+77.65

OFFSET=12.50'R

-0 +0

1+

2+

3+00

4+00

5+00

6+00

7+00

8+

8+ 30 11+786+00

7+00

8+00 9+00

10+00

11+00

-0.80% 0.80% -0.80% 0.80%-1.00% 0.83% 2.00%0.90%-0.80% -1.30% 0.80%

P V

IS

: 0

+0 0.

P

V

IE

: 6 7.

P V

IS

: 8

+2 9.

P

V

IE

: 6 8.

P V

IS

: 8

+1 9.

P

V

IE

: 6 7.

PVI STA = 2+07.75

PVI ELEV = 67.84

A.D. = 1.60% K = 25.00

40.00' VC

B V

C S

: 1 +8

7.

B V

C E

: 6 8.

E V

C S

: 2 +2

7.

E V

C E

: 6 8.

LOW PT. STA = 2+07.67

LOW PT ELEV = 67.92

PVI STA = 6+22.26

PVI ELEV = 67.94

A.D. = 1.59% K = 25.11

40.00' VC

B V

C S

: 6 +0

2.

B V

C E

: 6 8.

E V

C S

: 6 +4

2.

E V

C E

: 6 8.

LOW PT. STA = 6+22.26

LOW PT ELEV = 68.02

PVI STA = 4+16.57

PVI ELEV = 67.62

A.D. = 1.70% K = 29.36

50.00' VC

B V

C S

: 3 +9

1.

B V

C E

: 6 7.

E V

C S

: 4 +4

1.

E V

C E

: 6 7.

LOW PT. STA = 4+15.05

LOW PT ELEV = 67.72

PVI STA = 7+93.11

PVI ELEV = 67.61

A.D. = 2.10% K = 11.91

25.00' VC

B V

C S

: 7 +8

0.

B V

C E

: 6 7.

E V

C S

: 8 +0

5.

E V

C E

: 6 7.

LOW PT. STA = 7+96.09

LOW PT ELEV = 67.68

PVI STA = 5+31.87

PVI ELEV = 68.66

A.D. = -1.70% K = 23.53

40.00' VC

B V

C S

: 5 +1

1.

B V

C E

: 6 8.

E V

C S

: 5 +5

1.

E V

C E

: 6 8.

HIGH PT. STA = 5+33.12

HIGH PT ELEV = 68.58

PVI STA = 1+17.36

PVI ELEV = 68.56

A.D. = -1.63% K = 24.60

40.00' VC

B V

C S

: 0 +9

7.

B V

C E

: 6 8.

E V

C S

: 1 +3

7.

E V

C E

: 6 8.

HIGH PT. STA = 1+17.77

HIGH PT ELEV = 68.48

PVI STA = 2+98.14

PVI ELEV = 68.57

A.D. = -1.60% K = 24.95

40.00' VC

B V

C S

: 2 +7

8.

B V

C E

: 6 8.

E V

C S

: 3 +1

8.

E V

C E

: 6 8.

HIGH PT. STA = 2+98.18

HIGH PT ELEV = 68.49

PVI STA = 7+12.65

PVI ELEV = 68.66

A.D. = -2.10% K = 19.09

40.00' VC

B V

C S

: 6 +9

2.

B V

C E

: 6 8.

E V

C S

: 7 +3

2.

E V

C E

: 6 8.

HIGH PT. STA = 7+07.85

HIGH PT ELEV = 68.56

.9

.8

0+00

.0

.8

.4

.8

1+00

.3

.0

.9

.1

2+00

.1

.4

.4

.6

3+00

.1

.6

.7

.5

4+00

.9

.4

.3

.5

5+00

.5

.6

.1

.6

6+00

.1

.7

.5

.8

7+00

.1

.7

.6

.6

8+00

.6

8+30

P V

IS

: 0

+1 9.

P

V

IE

: 6 7.

ALIGNMENT CURVE DATA - PUTAH CREEK WAY

CURVE #

C1

RADIUS

250.00

LENGTH

829.52

CHORD BEARING

N57°53'13"W

START POINT

N 1,913,024.781 E 6,595,634.639

END POINT

N 1,913,289.543 E 6,595,212.787

2+

3+

4+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

PUTAH CREEK WAY - PLAN

AND PROFILE - 0+00 TO 8+30

CR104y:

\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_

S

TR

E E

T P

P

R D

H .d w g

/2 5/

1:

A

M

0 30' 60'

N

SCALE:1

PUTAH CREEK WAY - 0+00 TO 8+30

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

SCALE:2

PUTAH CREEK WAY - 0+00 TO 8+30

HORIZONTAL: 1"=30'; VERTICAL: 1"=5' (30" x 42" PAPER SIZE)

SEC. 45

SEC. 46

SEC. 53

SEC. 54

SEC. 47

STA. EQUATION

PUTAH CREEK WAY ℄ 0+00.00 =

SIERRA NEVADA DR. ℄ 6+27.64

STA. EQUATION

PUTAH CREEK WAY ℄ 8+29.52 =

SIERRA NEVADA DR. ℄ 11+27.65

3 INTERSECTION GRADES

SCALE: 1"=20'

R30.00'

R30 .00

R30.00'

R30 .00

R30.00'R30.00'

R30.00'R30 .0

0'

12.50'

12.50'

25.00'

PUTAHCREEKWAY

JE

PS

ON

P

RA

IR

IE

NEW CENTERLINE GRADE

EXISTING GROUND

0 20' 40'

HORIZONTAL SCALE - 1"=30'

VERTICAL SCALE - 1"=5'

1. ALL CURB MOUNTABLE TYPE UNLESS SHOWN OTHERWISE.

VALLEY CURB AT ALL PULLOUTS.

2. ALL INTERSECTION GRADE DETAIL ELEVATIONS SHOWN ARE

TOP BACK OF CURB UNLESS NOTED OTHERWISE.

3. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB

UNLESS NOTED OTHERWISE.

4. CURB DATA SHOWN AT PC, MID-POINT, PT AND PRC.

5. AVOID EXISTING BURIAL LOCATIONS WITH ALL STREET

CONSTRUCTION.

6. SEE SHEET CR301 FOR STREET SECTIONS.

7. SEE SHEETS CR501 & CR502 FOR STREET CONSTRUCTION

DETAILS.

NOTES - CONSTRUCTION

RLS IJW

NEW PAVING

EXISTING STORM DRAIN

NEW STORM SEWER STRUCTURE

NEW STORM SEWER STRUCTURE

NEW WATER SERVICE

EXISTING POWER OVERHEAD WIRE

EXISTING UNDERGROUND ELECTRIC

HWL - POND

ELEVATION (TOP / CURB)

INTERSECTION CURB GRADE

CURB STATION AND OFFSET

0.90%

STA=1+00.00

OFFSET=12.00'R

LEGEND

ROUNDABOUT

ROAD 3

26288

SIERRA

JE

PS

ON

PR

AI

RI

E

DR

NEVADA DR.

DR

IV

ESEE SHEET CR105 FOR

STATION EQUATION

SEE SHEET CR119 FOR

STATION EQUATION

8+

9+

+0

3+00

0+00 1+00

2+00

0+00

1+

2+00

3+

4+00

3+00

4+

5+

6+

L1

STA=1+12.76

OFFSET=12.50'L

STA=2+03.10

OFFSET=12.50'L

STA=2+89.40

OFFSET=12.50'L

STA=1+12.76

OFFSET=12.50'R STA=2+89.40

OFFSET=12.50'R

STA=0+65.50

STA=2+03.10

OFFSET=12.50'R

1+00

2+00

2.00%-2.00% 0.80%-2.00%

-0.80% P

V

IS

: 0 +7

8.

P V

IE

: 6

7.

P V

IS

: 2

+3 9.

P

V

IE

: 6 7.

P V

IS

: 2

+8 9.

P

V

IE

: 6 7.

PVI STA = 1+07.35

PVI ELEV = 66.45

A.D. = 2.80% K = 8.94

25.00' VC

B V

C S

: 0 +9

4.

B V

C E

: 6 6.

E V

C S

: 1 +1

9.

E V

C E

: 6 6.

LOW PT. STA = 1+12.72

LOW PT ELEV = 66.52

.2

0+00

.2

.6

.3

1+00

.7

.4

.1

.4

2+00

.7

.5

.3

3+00

ALIGNMENT LINE DATA - JEPSON PRAIRIE DRIVE

LINE #

L1

LENGTH

300.00

BEARING

S32°10'10"W

START POINT

N 1,913,138.500 E 6,595,412.000

END POINT

N 1,912,884.556 E 6,595,252.273

9+

0+00 1+00

0+00

L1

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

JEPSON PRAIRIE DRIVE - PLAN

AND PROFILE - 0+00 TO 3+00

CR105y:

\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_

S

TR

E E

T P

P

R D

I.

dw g

/2

5/

1:

A M

0 30' 60'

NSCALE:1

JEPSON PRAIRIE DRIVE - 0+00 TO 3+00

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

SCALE:2

JEPSON PRAIRIE DRIVE - 0+00 TO 3+00

HORIZONTAL: 1"=30'; VERTICAL: 1"=5' (30" x 42" PAPER SIZE)

SEC

. 47

SEC

. 46

SEC

. 53

SEC

. 45

STA. EQUATION

JEPSON PRAIRIE DR. ℄ 0+78.00 =

ROUNDABOUT ROAD 3 ℄ 0+43.79

NEW CENTERLINE GRADE

EXISTING GROUND

STA. EQUATION

JEPSON PRAIRIE

DR. ℄ 0+00 =

SIERRA NEVADA

DR. ℄ 8+77.65

STA. EQUATION

JEPSON PRAIRIE

DR. ℄ 2+50.00 =

PUTAH CREEK

WAY ℄ 4+15.01

R30.00'

R3 0.

' R30.00' R30

.00

R30.00'R30.00'

INTERSECTION GRADES

SCALE: 1"=20'

COLUMBARIUM 3

12.50' 12.50'

25.00'

HORIZONTAL SCALE - 1"=30'

VERTICAL SCALE - 1"=5'

0 20' 40'

1. ALL CURB MOUNTABLE TYPE UNLESS SHOWN OTHERWISE.

VALLEY CURB AT ALL PULLOUTS.

2. ALL INTERSECTION GRADE DETAIL ELEVATIONS SHOWN ARE

TOP BACK OF CURB UNLESS NOTED OTHERWISE.

3. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB

UNLESS NOTED OTHERWISE.

4. CURB DATA SHOWN AT PC, MID-POINT, PT AND PRC.

5. AVOID EXISTING BURIAL LOCATIONS WITH ALL STREET

CONSTRUCTION.

6. SEE SHEET CR301 FOR STREET SECTIONS.

7. SEE SHEETS CR501 & CR502 FOR STREET CONSTRUCTION

DETAILS.

NOTES - CONSTRUCTION

RLS IJW

NEW PAVING

EXISTING STORM DRAIN

NEW STORM SEWER STRUCTURE

NEW STORM SEWER STRUCTURE

NEW WATER SERVICE

EXISTING POWER OVERHEAD WIRE

EXISTING UNDERGROUND ELECTRIC

HWL - POND

ELEVATION (TOP / CURB)

INTERSECTION CURB GRADE

CURB STATION AND OFFSET

0.90%

STA=1+00.00

OFFSET=12.00'R

LEGEND

ROUNDABOUT

ROAD 3

EP - 3+00.00

SEC

. 54

26289

3+

4+

5+

6+

7+

PT: 6+49.78

0+00 1+00

2+00

3+00

4+00

5+00

6+00 7+00 8+00

-0+00

1+00

L1

L2

L3

C1

C2

STA=0+40.83

OFFSET=12.50'L

STA=0+40.83

OFFSET=12.50'R

B P

: 0 +0

0.

P C

: 0 +4

8.

PC

: 3

+9 1.

PC

: 7

+1 4.

PT

: 1

+9 9.

PT

: 6

+0 7.

M id

: 1 +2

3.

M id

: 4 +9

9.

-2.00% -0.80% 0.80% -0.80% 0.80%

-0.80% 3.10%

P V

IS

: 0

+0 0.

P

V

IE

: 6 6.

PVI STA = 0+12.50

PVI ELEV = 66.15

A.D. = 1.20% K = 1.63

1.94' VC

B V

C S

: 0 +1

1.

B V

C E

: 6 6.

E V

C S

: 0 +1

3.

E V

C E

: 6 6.

PVI STA = 2+25.00

PVI ELEV = 66.87

A.D. = 1.60% K = 25.00

40.00' VC

B V

C S

: 2 +0

5.

B V

C E

: 6 7.

E V

C S

: 2 +4

5.

E V

C E

: 6 7.

LOW PT. STA = 2+25.00

LOW PT ELEV = 66.95 PVI STA = 5+89.35

PVI ELEV = 66.28

A.D. = 1.60%

K = 31.25

50.00' VC

B V

C S

: 5 +6

4.

B V

C E

: 6 6.

E V

C S

: 6 +1

4.

E V

C E

: 6 6.

LOW PT. STA = 5+89.35

LOW PT ELEV = 66.38

PVI STA = 0+49.17

PVI ELEV = 65.85

A.D. = 3.90% K = 6.41

25.00' VC

B V

C S

: 0 +3

6.

B V

C E

: 6 5.

E V

C S

: 0 +6

1.

E V

C E

: 6 6.

LOW PT. STA = 0+41.82

LOW PT ELEV = 65.93

PVI STA = 1+11.38

PVI ELEV = 67.78

A.D. = -3.90% K = 16.67

64.98' VC

B V

C S

: 0 +7

8.

B V

C E

: 6 6.

E V

C S

: 1 +4

3.

E V

C E

: 6 7.

HIGH PT. STA = 1+30.53

HIGH PT ELEV = 67.58

PVI STA = 3+70.00

PVI ELEV = 68.03

A.D. = -1.60% K = 25.00

40.00' VC

B V

C S

: 3 +5

0.

B V

C E

: 6 7.

E V

C S

: 3 +9

0.

E V

C E

: 6 7.

HIGH PT. STA = 3+70.00

HIGH PT ELEV = 67.95 PVI STA = 7+40.00

PVI ELEV = 67.48

A.D. = -1.60%

K = 15.62

25.00' VC

B V

C S

: 7 +2

7.

B V

C E

: 6 7.

E V

C S

: 7 +5

2.

E V

C E

: 6 7.

HIGH PT. STA = 7+40.00

HIGH PT ELEV = 67.43

.4

.1

0+00

.9

.9

.3

.2

1+00

.4

.0

.0

.0

2+00

.0

.0

.4

.2

3+00

.8

.3

.7

.4

4+00

.3

.4

.9

.4

5+00

.5

.5

.4

.4

6+00

.7

.4

.1

.4

7+00

.4

.4

.0

.4

8+00

ALIGNMENT LINE DATA - LAKE BERRYESSA DRIVE

LINE #

L1

L2

L3

LENGTH

48.41

192.56

106.18

BEARING

S00° 44' 30"W

S35° 15' 47"W

S04° 17' 21"W

START POINT

N 1,912,979.323 E 6,595,836.565

N 1,912,789.817 E 6,595,790.087

N 1,912,431.576 E 6,595,606.643

END POINT

N 1,912,930.914 E 6,595,835.939

N 1,912,632.592 E 6,595,678.919

N 1,912,325.689 E 6,595,598.702

ALIGNMENT CURVE DATA - LAKE BERRYESSA DRIVE

CURVE #

C1

C2

RADIUS

250.00

400.00

LENGTH

150.63

216.24

CHORD BEARING

S18° 00' 09"W

S19° 46' 34"W

START POINT

N 1,912,930.914 E 6,595,835.939

N 1,912,632.592 E 6,595,678.919

END POINT

N 1,912,789.817 E 6,595,790.087

N 1,912,431.576 E 6,595,606.643

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

LAKE BERRYESSA DRIVE -

PLAN AND PROFILE - 0+00 TO

8+00

CR106y:

\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_

S

TR

E E

T P

P

R D

G .d w g

/2 5/

1:

A

M

0 30' 60'

N

SCALE:1

LAKE BERRYESSA DRIVE - 0+00 TO 8+00

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

SCALE:2

LAKE BERRYESSA DRIVE - 0+00 TO 8+00

HORIZONTAL: 1"=30' , VERTICAL: 1"=5' (30" x 42" PAPER SIZE)

MA

TC

H

LIN

E

- 8

+0

M

ATC

H

LIN

E - SEE SH

EET C

R

SE

C

. 4

SE

C

. 4

SE

C

. 4

STA. EQUATION

LAKE BERRYESSA DR. ℄ 0+00.00 =

SIERRA NEVADA DR. ℄ 4+19.15

.5

0'

.5

0'

.0

0'

NEW CENTERLINE GRADE

EXISTING GROUND

R30.00'

R30 .00

HORIZONTAL SCALE - 1"=30'

VERTICAL SCALE - 1"=5'

1. ALL CURB MOUNTABLE TYPE UNLESS SHOWN OTHERWISE.

VALLEY CURB AT ALL PULLOUTS.

2. ALL INTERSECTION GRADE DETAIL ELEVATIONS SHOWN ARE

TOP BACK OF CURB UNLESS NOTED OTHERWISE.

3. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB

UNLESS NOTED OTHERWISE.

4. CURB DATA SHOWN AT PC, MID-POINT, PT AND PRC.

5. AVOID EXISTING BURIAL LOCATIONS WITH ALL STREET

CONSTRUCTION.

6. SEE SHEET CR301 FOR STREET SECTIONS.

7. SEE SHEETS CR501 & CR502 FOR STREET CONSTRUCTION

DETAILS.

NOTES - CONSTRUCTION

RLS IJW

NEW PAVING

EXISTING STORM DRAIN

NEW STORM SEWER STRUCTURE

NEW STORM SEWER STRUCTURE

NEW WATER SERVICE

EXISTING POWER OVERHEAD WIRE

EXISTING UNDERGROUND ELECTRIC

HWL - POND

ELEVATION (TOP / CURB)

INTERSECTION CURB GRADE

CURB STATION AND OFFSET

0.90%

STA=1+00.00

OFFSET=12.00'R

LEGEND

26290

GRASS PAVER

15+71

8+00 9+00

10+00

11+00

12+00 13+00

14+00

15+00

+00

+00

+0

PI: 15+22.42 0+

1+00

2+

3+00

4+00

STA=14+61.45

OFFSET=12.50'L

STA=14+54.23

OFFSET=12.50'R

STA=15+05.59

C3

L4

C4

L5

EP: 15+71.09

PC: 11+02.11PT: 10+49.61

PT: 1

4+

.93M id : 8

+8 1.

M id

: 1 2+

.5

0.80%

2.00% -0.80% 0.80%

-0.80%

P V

IS

: 1

4+

.0

P V

IE

: 6

8.

PVI STA = 9+11.00

PVI ELEV = 66.12

A.D. = 1.60% K = 19.00

30.40' VC

B V

C S

: 8 +9

5.

B V

C E

: 6 6.

E V

C S

: 9 +2

6.

E V

C E

: 6 6.

LOW PT. STA = 9+11.00

LOW PT ELEV = 66.18

PVI STA = 13+10.00

PVI ELEV = 66.86

A.D. = 1.60% K = 31.25

50.00' VC

B V

C S

: 1 2+

.0

B

V C

E : 6

7.

E V

C S

: 1 3+

.0

E

V C

E : 6

7.

LOW PT. STA = 13+10.00

LOW PT ELEV = 66.96

PVI STA = 11+57.00

PVI ELEV = 68.08

A.D. = -1.60% K = 23.01

36.82' VC

B V

C S

: 1 1+

.5

B

V C

E : 6

7.

E V

C S

: 1 1+

.4

E

V C

E : 6

7.

HIGH PT. STA = 11+57.00

HIGH PT ELEV = 68.01

.0

.4

8+00

.6

.3

.2

.3

9+00

.4

.2

.8

.1

10+00

.2

.1

.6

.9

11+00

.0

.7

.7

.6

12+00

.3

.4

.9

.2 13+00

.1

.1

.5

.2

14+00

.9

.3

.5

15+00

.5

.5

15+71 15+71

15+00

+00

PI: 15+22.422+

3+00

L5

ALIGNMENT LINE DATA - LAKE BERRYESSA DRIVE

LINE # LENGTH BEARING START POINT END POINT

ALIGNMENT CURVE DATA - LAKE BERRYESSA DRIVE

CURVE # RADIUS LENGTH CHORD BEARING START POINT END POINT

C3

C4

350.00

300.00

335.59

384.82

S23° 10' 47"E

S13° 54' 02"E

N 1,912,325.689 E 6,595,598.702

N 1,911,995.582 E 6,595,766.388

N 1,912,028.869 E 6,595,725.794

N 1,911,647.119 E 6,595,852.627

L4

L5

52.50

84.16

S50° 38' 54"E

S22° 50' 50"W

N 1,912,028.869 E 6,595,725.794

N 1,911,647.119 E 6,595,852.627

N 1,911,995.582 E 6,595,766.388

N 1,911,569.567 E 6,595,819.951

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

LAKE BEERYESSA DRIVE - PLAN

AND PROFILE - 8+00 TO 15+71

CR107y:

\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_

S

TR

E E

T P

P

R D

G .d w g

/2 5/

1:

A

M

0 30' 60' N

SCALE:1

LAKE BERRYESSA DRIVE - 8+00 TO 15+71

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

SCALE:2

LAKE BERRYESSA DRIVE - 8+00 TO 15+71

HORIZONTAL: 1"=30' , VERTICAL: 1"=5' (30" x 42" PAPER SIZE)

MA

TC

H

LIN

E

- 8

+0

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

R

SE

C.

SE

C.

SE

C.

SE

C.

SE

C.

STA. EQUATION

LAKE BERRYESSA DR. ℄ 14+93.09 =

ROUNDABOUT ROAD 2 ℄ 2+76.20

STA. EQUATION

LAKE BERRYESSA DR. ℄ 15+71.09 =

SOLANO DR. ℄ 15+22.42

INTERSECTION GRADES

SCALE: 1"=20'

12.50' 12.50'

25.00'

R

.0 0'

R30.00'

EP

: 1

5+

.09

NEW CENTERLINE GRADE

EXISTING GROUND

0 20' 40'

HORIZONTAL SCALE - 1"=30'

VERTICAL SCALE - 1"=5'

RLS IJW

NEW PAVING

EXISTING STORM DRAIN

NEW STORM SEWER STRUCTURE

NEW STORM SEWER STRUCTURE

NEW WATER SERVICE

EXISTING POWER OVERHEAD WIRE

EXISTING UNDERGROUND ELECTRIC

HWL - POND

ELEVATION (TOP / CURB)

INTERSECTION CURB GRADE

CURB STATION AND OFFSET

0.90%

STA=1+00.00

OFFSET=12.00'R

LEGEND

ROUNDABOUT

ROAD 2

1. ALL CURB MOUNTABLE TYPE UNLESS SHOWN OTHERWISE.

VALLEY CURB AT ALL PULLOUTS.

2. ALL INTERSECTION GRADE DETAIL ELEVATIONS SHOWN ARE

TOP BACK OF CURB UNLESS NOTED OTHERWISE.

3. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB

UNLESS NOTED OTHERWISE.

4. CURB DATA SHOWN AT PC, MID-POINT, PT AND PRC.

5. AVOID EXISTING BURIAL LOCATIONS WITH ALL STREET

CONSTRUCTION.

6. SEE SHEET CR301 FOR STREET SECTIONS.

7. SEE SHEETS CR501 & CR502 FOR STREET CONSTRUCTION

DETAILS.

NOTES - CONSTRUCTION

ROUNDABOUT

ROAD 2

26291

LAKE BERRYESSA

DRIVE

+7

SWEENEY CREEK

+45

12+00

13+00

14+00 15+00 16+00

17+00

18+00

EP: 18+44.77

P I:

+2

2.

PC

: 1

6+

.5

PT: 11+95.53

PT: 18+40.66

7+31

0+

1+

2+

3+00

4+00

5+00

6+00

7+00

BP: 0+00.00

EP: 7+31.42

PT: 6+42.19

0+00

1+00

2+

4+

EP: 4+90.09

STA=0+51.57

OFFSET=12.50'RSTA=0+36.45

OFFSET=12.50'L

STA=6+85.39

OFFSET=12.50'R

STA=6+85.39

OFFSET=12.50'L

-2.00% 2.00% -1.30% 1.30%

-0.81% 1.77% -1.73%

0.82%

P V

IS

: 0

+0 0.

P

V

IE

: 6 9.

P V

IS

: 7

+1 8.

P

V

IE

: 6 8.

PVI STA = 3+69.50

PVI ELEV = 69.18

A.D. = 2.60% K = 19.23

50.00' VC

B V

C S

: 3 +4

4.

B V

C E

: 6 9.

E V

C S

: 3 +9

4.

E V

C E

: 6 9.

LOW PT. STA = 3+69.49

LOW PT ELEV = 69.34

PVI STA = 6+78.93

PVI ELEV = 68.65

A.D. = 2.54% K = 9.84

25.00' VC

B V

C S

: 6 +6

6.

B V

C E

: 6 8.

E V

C S

: 6 +9

1.

E V

C E

: 6 8.

LOW PT. STA = 6+83.41

LOW PT ELEV = 68.72PVI STA = 0+59.80

PVI ELEV = 68.57

A.D. = 2.59%

K = 9.67

25.00' VC

B V

C S

: 0 +4

7.

B V

C E

: 6 8.

E V

C S

: 0 +7

2.

E V

C E

: 6 8.

LOW PT. STA = 0+55.14

LOW PT ELEV = 68.64

PVI STA = 2+10.46

PVI ELEV = 71.25

A.D. = -3.07% K = 16.27

50.00' VC

B V

C S

: 1 +8

5.

B V

C E

: 7 0.

E V

C S

: 2 +3

5.

E V

C E

: 7 0.

HIGH PT. STA = 2+14.31

HIGH PT ELEV = 71.06

PVI STA = 5+28.40

PVI ELEV = 71.25

A.D. = -3.03% K = 16.52

50.00' VC

B V

C S

: 5 +0

3.

B V

C E

: 7 0.

E V

C S

: 5 +5

3.

E V

C E

: 7 0.

HIGH PT. STA = 5+24.88

HIGH PT ELEV = 71.06

.2

.2

0+00

.6

.1

.2

.9

1+00

.1

.7

.0

.3

2+00

.7

.4

.0

.5

3+00

.4

.7

.5

.8

4+00

.2

.9

.8

.9

5+00

.8

.0

.0

.2

6+00

.1

.2

.8

.2

7+00

.2

.2

7+31

+45

18+00

7+31

7+00

12+00

13+000+

ALIGNMENT CURVE DATA - ROAD A

CURVE #

C1

RADIUS

250.00

LENGTH

642.19

CHORD BEARING

N79° 26' 32"W

START POINT

N 1,911,456.192 E 6,596,042.765

END POINT

N 1,911,544.074 E 6,595,571.254

ALIGNMENT LINE DATA - ROAD A

LINE #

L1

LENGTH

89.23

BEARING

N05° 51' 10"W

START POINT

N 1,911,544.074 E 6,595,571.254

END POINT

N 1,911,632.844 E 6,595,562.155

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

ROAD A - PLAN AND PROFILE -

0+00 TO 7+31

CR108y:

\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_

S

TR

E E

T P

P

R D

F .d w g

/2 5/

1:

A

M

0 30' 60'

N

SCALE:1

ROAD A - 0+00 TO 7+431

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

SCALE:2

ROAD A - 0+00 TO 7+31

HORIZONTAL: 1"=30' , VERTICAL: 1"=5' (30" x 42" PAPER SIZE)

SOLANO DRIVE

STA. EQUATION

SOLANO DR. ℄

17+90.86 =

ROAD A ℄ 7+31.42

STA. EQUATION

SOLANO DR. ℄ 12+72.42 =

ROAD A ℄ 0+00.00

ROAD A

SEC. 38

SEC. 37

SEC. 33B

SEC. 36

SEC. 35

SEC. 33A

SOLANO DRIVE

SOLANO DRIVE

ROAD A

RO

AD

A

INTERSECTION GRADES

SCALE: 1"=20'

R30.00'R30.00'

R30.00'

R

.0 0'

.5

0'

.5

0'

.00

E P

: 1 1+

.6

HORIZONTAL SCALE - 1"=30'

VERTICAL SCALE - 1"=5'

0 20' 40'

INTERSECTION GRADES

SCALE: 1"=20'

0 20' 40'

RLS IJW

1. ALL CURB MOUNTABLE TYPE UNLESS SHOWN OTHERWISE.

VALLEY CURB AT ALL PULLOUTS.

2. ALL INTERSECTION GRADE DETAIL ELEVATIONS SHOWN ARE

TOP BACK OF CURB UNLESS NOTED OTHERWISE.

3. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB

UNLESS NOTED OTHERWISE.

4. CURB DATA SHOWN AT PC, MID-POINT, PT AND PRC.

5. AVOID EXISTING BURIAL LOCATIONS WITH ALL STREET

CONSTRUCTION.

6. SEE SHEET CR301 FOR STREET SECTIONS.

7. SEE SHEETS CR501 & CR502 FOR STREET CONSTRUCTION

DETAILS.

NOTES - CONSTRUCTION

NEW PAVING

EXISTING STORM DRAIN

NEW STORM SEWER STRUCTURE

NEW STORM SEWER STRUCTURE

NEW WATER SERVICE

EXISTING POWER OVERHEAD WIRE

EXISTING UNDERGROUND ELECTRIC

HWL - POND

ELEVATION (TOP / CURB)

INTERSECTION CURB GRADE

CURB STATION AND OFFSET

0.90%

STA=1+00.00

OFFSET=12.00'R

LEGEND

NEW CENTERLINE GRADE

EXISTING GROUND

ROUNDABOUT

ROAD 2

26292

RAMP ℄ =

ROAD A ℄ 1+64.40,

OFFSET=12.50'L

RAMP ℄ =

ROAD A ℄ 3+90.80'L,

OFFSET=12.50'L

ROAD BARRICADE,

SEE SHEET CR502

-0+00

2+00

3+00

4+00

5+00

6+00

7+00

BP

0+

.0

PI

: 3

+5 5.

PC

: 4

+8 7.

PT

: 2

+2 6.

0+00

1+

2+00

3+

4+00

EP: 4

+9

0.0

PCC: 2

+4

5.0

7+

6+

7+

EP: 7+46.94

14+00

+0

+0

+0

PI: 15+86.35

PT: 14+31.58

STA=2+42.76

OFFSET=12.50'L

STA=2+42.76

OFFSET=12.50'R

STA=4+68.27

OFFSET=12.50'R

STA=4+68.27

OFFSET=12.50'L

0.50%

1.00% -0.80%

P V

IS

: 0

+0 0.

P

V

IE

: 6 4.

P

V

IS

: 0 +0

5.

P V

IE

: 6

4.

P V

IS

: 2

+6 4.

P

V

IE

: 6 7.

P V

IS

: 4

+2 0.

P

V

IE

: 6 8.

PVI STA = 6+00.00

PVI ELEV = 65.97

A.D. = 1.60% K = 31.25

50.00' VC

B V

C S

: 5 +7

5.

B V

C E

: 6 6.

E V

C S

: 6 +2

5.

E V

C E

: 6 6.

LOW PT. STA = 6+00.00

LOW PT ELEV = 66.07

PVI STA = 3+55.51

PVI ELEV = 69.82

A.D. = -5.15% K = 9.72

50.00' VC

B V

C S

: 3 +3

0.

B V

C E

: 6 9.

E V

C S

: 3 +8

0.

E V

C E

: 6 9.

HIGH PT. STA = 3+55.51

HIGH PT ELEV = 69.50

.5

.6

0+00

.0

.6

.5

.1

1+00

.0

.6

.5

.4

2+00

.0

.4

.3

.5

3+00

.4

.3

.6

.5

4+00

.1

.9

.7

.0

5+00

.3

.8

.0

.6

6+00

.3

.5

.7

.7

7+00

-0+00

BP

0+

.0

ALIGNMENT LINE DATA - SOLANO DRIVE

LINE #

L1

L2

LENGTH

129.43

131.93

BEARING

S41° 25' 42"W

S35° 49' 39"W

START POINT

N 1,911,778.290 E 6,596,906.297

N 1,911,681.247 E 6,596,820.656

END POINT

N 1,911,681.247 E 6,596,820.656

N 1,911,574.279 E 6,596,743.431

ALIGNMENT CURVE DATA - SOLANO DRIVE

CURVE #

C1

C2

RADIUS

350.00

500.00

LENGTH

226.09

708.09

CHORD BEARING

S59° 56' 02"W

S76° 23' 53"W

START POINT

N 1,911,889.600 E 6,597,098.578

N 1,911,574.279 E 6,596,743.431

END POINT

N 1,911,778.290 E 6,596,906.297

N 1,911,421.324 E 6,596,111.289

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

SOLANO DRIVE - PLAN AND

PROFILE - 0+00 TO 7+00

CR109y:

\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_

S

TR

E E

T P

P

R D

D .d w g

/2 5/

1:

A

M

0 30' 60' N

SCALE:1

SOLANO DRIVE - 0+00 TO 7+00

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

SCALE:2

SOLANO DRIVE - 0+00 TO 7+00

HORIZONTAL: 1"=30' , VERTICAL: 1"=5' (30" x 42" PAPER SIZE)

MA

TC

H

LIN

E

- 7

+0

SOLANO DRIVE

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

R

SUTTER

(M

AT

CH

E

XI

ST

IN

G)

SEC. 5

SEC. 6 SEC. 32

SEC. 32

STA. EQUATION

SOLANO DRIVE ℄ 4+33.52 =

ROUNDABOUT ROAD 3 ℄ 0+48.77

STA. EQUATION

SOLANO DRIVE ℄ 4+77.51 =

ROUNDABOUT ROAD 3 ℄ 3+01.44

12.50'

12.50'

25.00'

SOLANO DRIVE

FIELD VERIFY TIE IN.

MATCH EXISTING

ELEVATION

INTERSECTION GRADES

SCALE: 1"=20'

R

.0 0'

R30.00'

R3 0.

NEW CENTERLINE GRADE

EXISTING GROUND

0 20' 40'

R30.00'

HORIZONTAL SCALE - 1"=30'

VERTICAL SCALE - 1"=5'

SUTTER

BUTTE DR.

RLS IJW

1. ALL CURB MOUNTABLE TYPE UNLESS SHOWN OTHERWISE.

VALLEY CURB AT ALL PULLOUTS.

2. ALL INTERSECTION GRADE DETAIL ELEVATIONS SHOWN ARE

TOP BACK OF CURB UNLESS NOTED OTHERWISE.

3. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB

UNLESS NOTED OTHERWISE.

4. CURB DATA SHOWN AT PC, MID-POINT, PT AND PRC.

5. AVOID EXISTING BURIAL LOCATIONS WITH ALL STREET

CONSTRUCTION.

6. SEE SHEET CR301 FOR STREET SECTIONS.

7. SEE SHEETS CR501 & CR502 FOR STREET CONSTRUCTION

DETAILS.

NOTES - CONSTRUCTION

NEW PAVING

EXISTING STORM DRAIN

NEW STORM SEWER STRUCTURE

NEW STORM SEWER STRUCTURE

NEW WATER SERVICE

EXISTING POWER OVERHEAD WIRE

EXISTING UNDERGROUND ELECTRIC

HWL - POND

ELEVATION (TOP / CURB)

INTERSECTION CURB GRADE

CURB STATION AND OFFSET

0.90%

STA=1+00.00

OFFSET=12.00'R

LEGEND

ROUNDABOUT

ROAD 1

26293

BUTTE DR.

SOLANO DRIVE

LANDSCAPE MEDIAN

2.00% 2.00%

P V

IS

: 2

+9 0.

P

V

IE

: 6 8.

P V

IS

: 4

+4 6.

P

V

IE

: 6 7.

7+00

8+00

9+00 10+00

11+00

12+00

PT: 11+95.53

0+

BP: 0+00.00

STA=12+33.02

OFFSET=12.50'L

C2

L3

-0.81% 0.90%

0.80%

PVI STA = 9+71.22

PVI ELEV = 66.58

A.D. = 1.71% K = 22.09

37.82' VC

B V

C S

: 9 +5

2.

B V

C E

: 6 6.

E V

C S

: 9 +9

0.

E V

C E

: 6 6.

LOW PT. STA = 9+70.22

LOW PT ELEV = 66.66

PVI STA = 8+25.00

PVI ELEV = 67.77

A.D. = -1.61% K = 24.83

40.00' VC

B V

C S

: 8 +0

5.

B V

C E

: 6 7.

E V

C S

: 8 +4

5.

E V

C E

: 6 7.

HIGH PT. STA = 8+24.87

HIGH PT ELEV = 67.69

.7

.7

7+00

.1

.8

.5

.9

8+00

.5

.9

.1

.0

9+00

.7

.0

.8

.0

10+00

.2

.0

.7

.0

11+00

.1

.0

.6

.1

12+00

ALIGNMENT LINE DATA - SOLANO DRIVE

LINE # LENGTH BEARING START POINT END POINT

ALIGNMENT CURVE DATA - SOLANO DRIVE

CURVE # RADIUS LENGTH CHORD BEARING START POINT END POINT

C2 500.00 708.09 S76° 23' 53"W N 1,911,574.279 E 6,596,743.431

N 1,911,421.324 E 6,596,111.289

L3 326.88 N63° 01' 54"W N 1,911,421.324 E 6,596,111.289

N 1,911,569.567 E 6,595,819.951

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

SOLANO DRIVE - PLAN AND

PROFILE - 7+00 TO 12+00

CR110y:

\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_

S

TR

E E

T P

P

R D

D .d w g

/2 5/

1:

A

M

0 30' 60'

N

SCALE:1

SOLANO DRIVE - 7+00 TO 12+00

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

SCALE:2

SOLANO DRIVE - 7+00 TO 12+00

HORIZONTAL: 1"=30' , VERTICAL: 1"=5' (30" x 42" PAPER SIZE)

MA

TC

H

LIN

E

- 7

+0

M

ATCH LINE - SEE SHEET CR109

SOLANO DRIVE

MA

TC

H

LIN

E

- 1

2+

M

AT

CH

L

IN

E

- S

EE

S

HE

ET

C

R1

75 75

NEW CENTERLINE GRADE

EXISTING GROUND

12.50' 12.50'

25.00'

HORIZONTAL SCALE - 1"=30'

VERTICAL SCALE - 1"=5'

RLS IJW

1. ALL CURB MOUNTABLE TYPE UNLESS SHOWN OTHERWISE.

VALLEY CURB AT ALL PULLOUTS.

2. ALL INTERSECTION GRADE DETAIL ELEVATIONS SHOWN ARE

TOP BACK OF CURB UNLESS NOTED OTHERWISE.

3. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB

UNLESS NOTED OTHERWISE.

4. CURB DATA SHOWN AT PC, MID-POINT, PT AND PRC.

5. AVOID EXISTING BURIAL LOCATIONS WITH ALL STREET

CONSTRUCTION.

6. SEE SHEET CR301 FOR STREET SECTIONS.

7. SEE SHEETS CR501 & CR502 FOR STREET CONSTRUCTION

DETAILS.

NOTES - CONSTRUCTION

NEW PAVING

EXISTING STORM DRAIN

NEW STORM SEWER STRUCTURE

NEW STORM SEWER STRUCTURE

NEW WATER SERVICE

EXISTING POWER OVERHEAD WIRE

EXISTING UNDERGROUND ELECTRIC

HWL - POND

ELEVATION (TOP / CURB)

INTERSECTION CURB GRADE

CURB STATION AND OFFSET

0.90%

STA=1+00.00

OFFSET=12.00'R

LEGEND

26294

STA. 11+98.84

BOTTOM OF 10" STORM

FORCEMAIN CROSSING

EL. = 65.00

+0

+7

SWEENEY CREEK

+45

12+00 13+00 14+00 15+00

16+00

17+00

18+00

EP: 18+44.77

P I:

+2

2.

PC

: 1

6+

.5

PT: 18+40.66

7+31

0+

1+

2+

3+00

4+00

5+00

6+00

7+00

BP: 0+00.00

EP: 7+31.42

PT: 6+42.19

0+00

1+00

2+

3+00

4+

EP: 4+90.09

PCC: 2+45.04

STA=14+09.66

OFFSET=12.50'R

STA=14+09.66

OFFSET=12.50'L

STA=16+35.17

OFFSET=12.50'R

STA=16+35.17

OFFSET=12.50'L

STA=17+41.12

OFFSET=12.50'L

STA=18+40.60

OFFSET=12.50'L

STA=18+44.77

OFFSET=12.50'L

STA=18+44.77

OFFSET=12.50'R

STA=13+19.32

OFFSET=12.50'L

STA=12+33.02

OFFSET=12.50'L

-0.80% -2.00%2.00%-1.20%

1.00% -1.00% 1.06%

P V

IS

: 1

8+

.7

P V

IE

: 6

8.

P V

IS

: 1

6+

.9

P V

IE

: 6

7.

P V

IS

: 1

4+

.9

P V

IE

: 6

7.

PVI STA = 14+09.66

PVI ELEV = 67.72

A.D. = 2.20% K = 11.38

25.00' VC

B V

C S

: 1 3+

.1

B

V C

E : 6

7.

E V

C S

: 1 4+

.1

E

V C

E : 6

7.

LOW PT. STA = 14+10.78

LOW PT ELEV = 67.79

PVI STA = 16+35.17

PVI ELEV = 67.70

A.D. = 2.06% K = 12.14

25.00' VC

B V

C S

: 1 6+

.6

B

V C

E : 6

7.

E V

C S

: 1 6+

.6

E

V C

E : 6

7.

LOW PT. STA = 16+34.81

LOW PT ELEV = 67.76

PVI STA = 12+75.64

PVI ELEV = 69.33

A.D. = -2.10% K = 22.22

46.61' VC

B V

C S

: 1 2+

.3

B

V C

E : 6

9.

E V

C S

: 1 2+

.9

E

V C

E : 6

9.

HIGH PT. STA = 12+72.36

HIGH PT ELEV = 69.21 PVI STA = 17+90.01

PVI ELEV = 69.34

A.D. = -1.86%

K = 26.90

50.00' VC

B V

C S

: 1 7+

.0

B

V C

E : 6

9.

E V

C S

: 1 8+

.0

E

V C

E : 6

9.

HIGH PT. STA = 17+93.49

HIGH PT ELEV = 69.22

.6

.1

12+00

.1

.2

.0

.2

13+00

.4

.1

.8

.9

14+00

.2

.0

.9

.5

15+00

.8

.6

.1

.8

16+00

.8

.9

.3

.0

17+00

.9

.1

.2

.2

18+00

.4

18+45

C3 300.00 188.16 N87° 23' 45"W N 1,911,615.277 E 6,595,698.162

N 1,911,623.687 E 6,595,513.263

ALIGNMENT LINE DATA - SOLANO DRIVE

LINE # LENGTH BEARING START POINT END POINT

L3

L4

L5

326.88

130.08

4.11

N63° 01' 54"W

N69° 25' 40"W

S74° 38' 11"W

N 1,911,421.324 E 6,596,111.289

N 1,911,569.567 E 6,595,819.951

N 1,911,623.687 E 6,595,513.263

N 1,911,569.567 E 6,595,819.951

N 1,911,615.277 E 6,595,698.162

N 1,911,622.598 E 6,595,509.301

ALIGNMENT CURVE DATA - SOLANO DRIVE

CURVE # RADIUS LENGTH CHORD BEARING START POINT END POINT

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

SOLANO DRIVE - PLAN AND

PROFILE - 12+00 TO 18+45

CR111y:

\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_

S

TR

E E

T P

P

R D

D .d w g

/2 5/

1:

A

M

0 30' 60' N

SCALE:1

SOLANO DRIVE - 12+00 TO 18+45

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

SCALE:2

SOLANO DRIVE - 12+00 TO 18+45

HORIZONTAL: 1"=30' , VERTICAL: 1"=5' (30" x 42" PAPER SIZE)

SOLANO

DRIVE

MA

TC

H

LIN

E

- 1

2+

M A

TC

H

L

IN

E

S E

E S

H E

E T

C R

SEC. 34

SEC. 35

SEC. 36

SEC. 37

SEC. 33

ROAD A

SOLANO

DRIVESTA. EQUATION

SOLANO DRIVE ℄

15+22.42 =

LAKE BERRYESSA DR.

℄ 15+71.09

STA. EQUATION

SOLANO DRIVE ℄ 14+44.42 =

ROUNDABOUT ROAD 2 ℄ 4+04.28

NEW CENTERLINE GRADE

EXISTING GROUND

STA. EQUATION

SOLANO DRIVE ℄ 12+72.42 =

ROAD A ℄ 0+00.00 STA. EQUATION

SOLANO DRIVE ℄ 16+00.42 =

ROUNDABOUT ROAD 2 ℄ 1+50.33

STA. EQUATION

SOLANO DRIVE ℄ 17+90.86 =

ROAD A ℄ 7+31.42

12.50' 12.50'

25.00'

R30.00' R30 .00

' R30.00'

R30 .00

R30.00'

R3 0.

R30.00'

R

.0 0'

HORIZONTAL SCALE - 1"=30'

VERTICAL SCALE - 1"=5'

RLS IJW

1. ALL CURB MOUNTABLE TYPE UNLESS SHOWN OTHERWISE.

VALLEY CURB AT ALL PULLOUTS.

2. ALL INTERSECTION GRADE DETAIL ELEVATIONS SHOWN ARE

TOP BACK OF CURB UNLESS NOTED OTHERWISE.

3. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB

UNLESS NOTED OTHERWISE.

4. CURB DATA SHOWN AT PC, MID-POINT, PT AND PRC.

5. AVOID EXISTING BURIAL LOCATIONS WITH ALL STREET

CONSTRUCTION.

6. SEE SHEET CR301 FOR STREET SECTIONS.

7. SEE SHEETS CR501 & CR502 FOR STREET CONSTRUCTION

DETAILS.

NOTES - CONSTRUCTION

NEW PAVING

EXISTING STORM DRAIN

NEW STORM SEWER STRUCTURE

NEW STORM SEWER STRUCTURE

NEW WATER SERVICE

EXISTING POWER OVERHEAD WIRE

EXISTING UNDERGROUND ELECTRIC

HWL - POND

ELEVATION (TOP / CURB)

INTERSECTION CURB GRADE

CURB STATION AND OFFSET

0.90%

STA=1+00.00

OFFSET=12.00'R

LEGEND

ROUNDABOUT

ROAD 2

26295

LANDSCAPED MEDIAN

P V

IS

: 1

4+

.9

P V

IS

: 1

5+

.9

P V

IE

: 6

7.

P V

IE

: 6

8.

3+

4+00

5+

PI: 3+55.51

PC: 4+87.44

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

7+47

BP

: 0 +0

0.0

PC

: 0

+3 1.0

PT

: 4

+0 3.

EP

: 7

+4 6.

15+00

0+

1+00

2+

3+00

4+00

EP: 4+90.09

PCC: 2+45.04

STA=16+99.11

OFFSET=-12.50'R

STA=16+99.11

OFFSET=12.50'L

-0.81% 1.00% -0.80% 0.90% 2.00%-1.48% 0.80%

P V

IS

: 0

+0 3.

P

V

IE

: 6 6.

P V

IS

: 6

+5 6.

P

V

IE

: 6 7.

PVI STA = 3+73.18

PVI ELEV = 66.13

A.D. = 1.70% K = 29.42

50.00' VC

B V

C S

: 3 +4

8.

E V

C S

: 3 +9

8.

E V

C E

: 6 6.

LOW PT. STA = 3+71.71

LOW PT ELEV = 66.23

PVI STA = 0+53.06

PVI ELEV = 65.81

A.D. = 1.81% K = 27.60

50.00' VC

B V

C S

: 0 +2

8.

E V

C S

: 0 +7

8.

E V

C E

: 6 6.

LOW PT. STA = 0+50.46

LOW PT ELEV = 65.92

PVI STA = 6+30.80

PVI ELEV = 66.83

A.D. = 2.28% K = 10.94

25.00' VC

B V

C S

:…