36C10F18R0581-055.pdf

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

VF

D

SO

LA

NO

D

RI

VE

SOLANO DRIVE

FOLSOM LAKE WAY

POTAH CREEK WAY

SI

ER

RA

N

EV

AD

A

DR

IV

E

SIERRA NEVADA DRIVE

DE

LT

A W

AY

CENTRAL

VALLEY

W

AY

MIDWAY ROAD MIDWAY ROAD

CG101

N 0 120' 240'

SCALE:1

SITE GRADING PLAN - OVERALL

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

SITE GRADING PLAN - OVERALL

PPC

EX. 13

PPC

LEGEND

NEW BURIAL SECTION HEADSTONE

DIRECTION

PPC

EX. 13

PPC

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION HEADSTONE

DIRECTION

PPC

EX. 13

PPC

LP 78.9

HP 78.9

1.1%

78.9 SPOT ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

ROAD/LAND GRADE

EXISTING MAJOR CONTOUR

NEW MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MINOR CONTOUR

CAD IJW

POND 1

NWL = DRY

HWL = 64.5

POND 2

NWL = DRY

HWL = 64.5

COMMITTAL SHELTER #3

CONSTRUCTION LIMITS

SEE CG113

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

EXISTING POND

EXISTING POND

EXISTING POND

HONOR GUARD

ASPHALT & OVERFLOW

GRAVEL PARKING LOT

262112

CG102 CG103 CG104

CG105 CG106 CG107

CG108 CG109 CG110 CG111

CG112 CG113 CG114 CG115

NEW POND HIGH WATER LEVEL

NEW STORM DRAIN STRUCTURE

SEE CG106

IGC

IGC

V

4+90

0+00

1+

2+00

0+00

1+

9+00

10+00

11+00

11+78

67.07

67.03

HP 67.49

GRADE BREAK

6+

7+

8+

8+

EP: 8+29.52

HP 68.56

LP 68.02

LP 67.68

G R

AD

IN

G

R O

LLO

VER

TR

AN

SITIO

N

ZO

N

E

HP 68.23

LP 66.69

LP 66.52

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

GRADING PLAN 1

CG102y:

\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_

G R

A D

IN

G

E N

LA

R

G E

M E

N

TS

.d w g

/2

5/

:0

P M

CG102MATCHLINE CG105

M A

TC

H

LI

N

E C

G

N 0 30' 60'

CONSTRUCTION

STAGING AREA

GRADE TO DRAIN

AFTER REMOVAL OF

TEMPORARY GRAVEL

C O

N S

TR

U

C

TI

O N

L

IM

IT

S

JE

PS

ON

PR

AIR

IE

1. ALL GRADING ROLLOVER TRANSITION

ZONES ARE 30' WIDE ON CENTER OF

GRADE BREAK. TRANSITION SUBGRADE

TO MIRROR FINISHED GRADE

TRANSITION.

2. CRYPT-POND TRANSITION GRADING

SHOWN AS:

NOTES

LEGEND

EMERGENCY OVERFLOW ROUTE

NEW BURIAL SECTION HEADSTONE

DIRECTION

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION HEADSTONE

DIRECTION

LP 78.9

HP 78.9

1.1%

MATCH EXISTING ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

ROAD/LAND GRADE

EXISTING MAJOR CONTOUR

NEW MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MINOR CONTOUR

CONSTRUCTION LIMITS

POND HIGH WATER LEVEL (HWL)

PPC

EX. 13

PPC

78.9 SPOT ELEVATION

ME 78.9

R 78.9 STORM STRUCTURE RIM ELEVATION

NEW LAND DRAINAGE DIRECTION

EOF 78.9 EMERGENCY OVERFLOW ELEVATION

CAD IJW

10' 4:1

2%-3%

SCALE:1

CRYPT-POND GRADING TRANSITION

N.T.S.

ROLL OVER ZONE CRYPT

FIELD TO POND

GRADE BREAK PER

PLAN LOCATION

262113

SIERRA NEVADA DR.

DR

ROUNDABOUT

ROAD R3

CR

EE

K W

AY

PU

TA

H

EX. 19

IGC

EX. 20

IGC

EX. 22

IGC

EX. 16

IGC

EX. 18

TG

EX. 21

IGC

3+00

4+

0+00

1+00

2+00

7+00

8+00

HP 67.88

67.07

HP 67.49

GRADE BREAK

5:

-0 +0

GRADING

ROLLOVER

TRANSITION

ZONE HP 66.26

LP 66.70

GRADE BREAK

G

RADE BREAK

GRADE BREAK AT 69 CONTOUR

G R

AD

IN

G R

O

LL

O

VE

R

TR

AN

SI

TI

O

N Z

O N

E

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h 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

GRADING PLAN 2

CG103y:

\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_

G R

A D

IN

G

E N

LA

R

G E

M E

N

TS

.d w g

/2

5/

:0

P M

MATCHLINE CG106

M A

TC

H

LI

N

E C

G

N 0 30' 60'

CG103

CONSTRUCTION LIMITS

TR

AN

SM

ISSIO

N

LIN

E EASEM

EN

T

TR

AN

SM

ISSIO

N

LIN

E EASEM

EN

T

1. ALL GRADING ROLLOVER TRANSITION

ZONES ARE 30' WIDE ON CENTER OF

GRADE BREAK. TRANSITION SUBGRADE

TO MIRROR FINISHED GRADE

TRANSITION.

NOTES

LEGEND

EMERGENCY OVERFLOW ROUTE

NEW BURIAL SECTION HEADSTONE

DIRECTION

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION HEADSTONE

DIRECTION

LP 78.9

HP 78.9

1.1%

MATCH EXISTING ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

ROAD/LAND GRADE

EXISTING MAJOR CONTOUR

NEW MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MINOR CONTOUR

GRADING LIMITS

POND HIGH WATER LEVEL (HWL)

PPC

EX. 13

PPC

78.9 SPOT ELEVATION

ME 78.9

R 78.9 STORM STRUCTURE RIM ELEVATION

NEW LAND DRAINAGE DIRECTION

EOF 78.9 EMERGENCY OVERFLOW ELEVATIONCONSTRUCTION LIMITS

C O

N

STR

U C

TIO

N

LIM

ITS

CAD IJW 262114

ROUNDABOUT

ROAD R3

SIERRA NEVADA DR.

SIERRA NEVADA DR.

EX. 1

EX. 2

PPC

EX. 14

IGC

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

GRADING PLAN 3

CG104y:

\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_

G R

A D

IN

G

E N

LA

R

G E

M E

N

TS

.d w g

/2

5/

:0

P M

MATCHLINE CG107

N 0 30' 60'

CG104

1. ELEVATIONS SHOWN INDICATE TOP

BACK OF CURB ELEVATION UNLESS

OTHERWISE NOTED.

2. CONTRACTOR TO VERIFY ALL EXISTING

ELEVATIONS PRIOR TO CONSTRUCTION.

3. USE CARE DURING EARTH MOVING OR

EXCAVATING IN THE VICINITY OF

EXISTING UTILITIES, SO AS TO NOT TO

DISTURB OPERATIONS. COORDINATE

OPERATIONS WITH UTILITY OWNER AND

RE PRIOR TO CONSTRUCTION.

4. ALL GRADING ROLLOVER TRANSITION

ZONES ARE 30' WIDE ON CENTER OF

GRADE BREAK. TRANSITION SUBGRADE

TO MIRROR FINISHED GRADE

TRANSITION.

NOTES

LEGEND

EMERGENCY OVERFLOW ROUTE

NEW BURIAL SECTION HEADSTONE

DIRECTION

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION HEADSTONE

DIRECTION

LP 78.9

HP 78.9

1.1%

MATCH EXISTING ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

ROAD/LAND GRADE

EXISTING MAJOR CONTOUR

NEW MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MINOR CONTOUR

GRADING LIMITS

POND HIGH WATER LEVEL (HWL)

PPC

EX. 13

PPC

78.9 SPOT ELEVATION

ME 78.9

R 78.9 STORM STRUCTURE RIM ELEVATION

NEW LAND DRAINAGE DIRECTION

EOF 78.9 EMERGENCY OVERFLOW ELEVATION

C O

N S

TR

U

C

TI

O N

L

IM

IT

S

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CAD IJW

1. REFER TO SHEETS CR120 AND CR121

FOR NEW SOLANO DRIVE AND

CORTEGE LANE PAVEMENT

GEOMETRY.

CONSTRUCTION NOTES

262115

SOLANO DR.

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

N 0 8' 16' 32'

SCALE:#

DETAIL 2

DETAIL 1

1"=XX

GRADING PLAN 4

CG105y:

\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_

G R

A D

IN

G

E N

LA

R

G E

M E

N

TS

.d w g

/2 5/

:0

P

M

MATCHLINE CG108

M A

TC

H

LI

N

E C

G

N 0 30' 60'

LEGEND

CG105

MATCHLINE CG102

COLUMBARIA COURT 3

SEE SHEETS LC104 -

LC109 FOR GRADING

EMERGENCY OVERFLOW ROUTE

NEW BURIAL SECTION HEADSTONE

DIRECTION

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION HEADSTONE

DIRECTION

LP 78.9

HP 78.9

1.1%

MATCH EXISTING ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

ROAD/LAND GRADE

EXISTING MAJOR CONTOUR

NEW MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MINOR CONTOUR

GRADING LIMITS

POND HIGH WATER LEVEL (HWL)

PPC

EX. 13

PPC

78.9 SPOT ELEVATION

ME 78.9

R 78.9 STORM STRUCTURE RIM ELEVATION

NEW LAND DRAINAGE DIRECTION

EOF 78.9 EMERGENCY OVERFLOW ELEVATION

1. ELEVATIONS SHOWN INDICATE TOP

BACK OF CURB ELEVATION UNLESS

OTHERWISE NOTED.

2. CONTRACTOR TO VERIFY ALL EXISTING

ELEVATIONS PRIOR TO CONSTRUCTION.

3. USE CARE DURING EARTH MOVING OR

EXCAVATING IN THE VICINITY OF

EXISTING UTILITIES, SO AS TO NOT TO

DISTURB OPERATIONS. COORDINATE

OPERATIONS WITH UTILITY OWNER / VA

COR PRIOR TO CONSTRUCTION.

NOTES

1. ALL GRADING ROLLOVER TRANSITION

ZONES ARE 30' WIDE ON CENTER OF

GRADE BREAK. TRANSITION SUBGRADE

TO MIRROR FINISHED GRADE

TRANSITION.

NOTES

C O

N S

TR

U

C

TIO

N

LIM

ITS

CAD IJW 262116

SERVICE RD.

PUTAH CREEK

WAY

JE

PS

ON P

RA

IRI

E D

R.

NEW STORM DRAIN STRUCTURE

CONSTRUCTION

STAGING AREA

GRADE TO DRAIN

AFTER REMOVAL OF

TEMPORARY GRAVEL

TEMPORARY ACCESS ROAD

EX. 23

EX. 25

PPC

EX. 27

PPC

IGC

COLUMBARIUM

PPC

0+00

1+00

2+00

0+00

1+

2+

3+

4+

5+

6+

3+00

4+00

5+00

6+00

G R

A D

E B

R E

A K

G

RADE BREAK

G R

A D

E

B R

E A

K

4:1

4:1

4:1

4:1

GRADING

ROLLOVER

TRANSITION

ZONE

GRA

DE

B

RE

AK

A T

C

ONT

OUR

LP 67.92

HP 68.48

HP 67.58

LP 66.95

HP 67.95

LP 66.38

LP 65.93

LP 65.60

G R

AD

IN

G R

O

LL

O

VE

R

TR

AN

SI

TI

O

N Z

O N

E

FG 78.9

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

GRADING PLAN 5

CG106y:

\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_

G R

A D

IN

G

E N

LA

R

G E

M E

N

TS

.d w g

/2 5/

:0

P

M

MATCHLINE CG103

M A

TC

H

LI

N

E C

G

N 0 30' 60'

CG106

MATCHLINE CG109

M A

TC

H

LI

N

E C

G

POND 1

NWL = DRY

HWL = 64.50

TR

AN

SM

ISSIO

N

LIN

E EASEM

EN

T

TR

AN

SM

ISSIO

N

LIN

E EASEM

EN

T

COLUMBARIA COURT 3

SEE SHEETS LC104 -

LC109 FOR GRADING

1. ALL GRADING ROLLOVER TRANSITION

ZONES ARE 30' WIDE ON CENTER OF

GRADE BREAK. TRANSITION SUBGRADE

TO MIRROR FINISHED GRADE

TRANSITION.

2. CRYPT-POND TRANSITION GRADING

SHOWN AS:

NOTES

LEGEND

EMERGENCY OVERFLOW ROUTE

NEW BURIAL SECTION HEADSTONE

DIRECTION

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION HEADSTONE

DIRECTION

LP 78.9

HP 78.9

1.1%

MATCH EXISTING ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

ROAD/LAND GRADE

EXISTING MAJOR CONTOUR

NEW MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MINOR CONTOUR

GRADING LIMITS

POND HIGH WATER LEVEL (HWL)

PPC

EX. 13

PPC

78.9 SPOT ELEVATION

ME 78.9

R 78.9 STORM STRUCTURE RIM ELEVATION

NEW LAND DRAINAGE DIRECTION

EOF 78.9 EMERGENCY OVERFLOW ELEVATION

POND 1

NWL = DRY

HWL = 64.50

C O

N

STR

U C

TIO

N

LIM

ITS

CAD IJW

10' 4:1

2%-3%

SCALE:1

CRYPT-POND GRADING TRANSITION

N.T.S.

ROLL OVER ZONE CRYPT

FIELD TO POND

GRADE BREAK PER

PLAN LOCATION

262117

LA

KE

BE

RR

YE

SS

A D R.

SIERRA NEVADADRIVE

PUTAH CREEK WAY

FINISHED GRADE ELEVATION

(AT PUMP STATION)

TS 78.9 TOP OF SLAB ELEVATION

(AT PUMP STATION)

EX. 3

EX. 9

IGC

EX. 10

IGC

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

GRADING PLAN 6

CG107y:

\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_

G R

A D

IN

G

E N

LA

R

G E

M E

N

TS

.d w g

/2 5/

:0

P

M

MATCHLINE CG110 & CG111

N 0 30' 60'

CG107

MATCHLINE CG104

M A

TC

H

LI

N

E C

G

1. ELEVATIONS SHOWN INDICATE TOP

BACK OF CURB ELEVATION UNLESS

OTHERWISE NOTED.

2. CONTRACTOR TO VERIFY ALL EXISTING

ELEVATIONS PRIOR TO CONSTRUCTION.

3. USE CARE DURING EARTH MOVING OR

EXCAVATING IN THE VICINITY OF

EXISTING UTILITIES, SO AS TO NOT TO

DISTURB OPERATIONS. COORDINATE

OPERATIONS WITH UTILITY OWNER / VA

COR PRIOR TO CONSTRUCTION.

4. ALL GRADING ROLLOVER TRANSITION

ZONES ARE 30' WIDE ON CENTER OF

GRADE BREAK. TRANSITION SUBGRADE

TO MIRROR FINISHED GRADE

TRANSITION.

NOTES

EXISTIN

G

PAVEM

EN

T

AD

M

IN

ISTR

ATIO

N

BU

ILD

IN

G

LEGEND

EMERGENCY OVERFLOW ROUTE

NEW BURIAL SECTION HEADSTONE

DIRECTION

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION HEADSTONE

DIRECTION

LP 78.9

HP 78.9

1.1%

MATCH EXISTING ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

ROAD/LAND GRADE

EXISTING MAJOR CONTOUR

NEW MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MINOR CONTOUR

GRADING LIMITS

POND HIGH WATER LEVEL (HWL)

PPC

EX. 13

PPC

78.9 SPOT ELEVATION

ME 78.9

R 78.9 STORM STRUCTURE RIM ELEVATION

NEW LAND DRAINAGE DIRECTION

EOF 78.9 EMERGENCY OVERFLOW ELEVATION

C O

N

STR

U C

TIO

N

LIM

ITS

CONSTRUCTION LIMITS

CAD IJW

1. REFER TO SHEETS CR120 AND CR121

FOR NEW SOLANO DRIVE AND

CORTEGE LANE PAVEMENT

GEOMETRY.

CONSTRUCTION NOTES

262118

CORTEGE LANE

BO

T

T O

M O

F S

W A

L E

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h 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

GRADING PLAN 7

CG108y:

\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_

G R

A D

IN

G

E N

LA

R

G E

M E

N

TS

.d w g

/2 5/

:0

P

M

MATCHLINE CG112

M A

TC

H

LI

N

E C

G

N 0 30' 60'

C O

N S

TR

U

C

TI

O N

L

IM

IT

S

CG108

MATCHLINE CG105

1. ALL GRADING ROLLOVER TRANSITION

ZONES ARE 30' WIDE ON CENTER OF

GRADE BREAK. TRANSITION SUBGRADE

TO MIRROR FINISHED GRADE

TRANSITION.

NOTES

LEGEND

EMERGENCY OVERFLOW ROUTE

NEW BURIAL SECTION HEADSTONE

DIRECTION

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION HEADSTONE

DIRECTION

LP 78.9

HP 78.9

1.1%

MATCH EXISTING ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

ROAD/LAND GRADE

EXISTING MAJOR CONTOUR

NEW MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MINOR CONTOUR

GRADING LIMITS

POND HIGH WATER LEVEL (HWL)

PPC

EX. 13

PPC

78.9 SPOT ELEVATION

ME 78.9

R 78.9 STORM STRUCTURE RIM ELEVATION

NEW LAND DRAINAGE DIRECTION

EOF 78.9 EMERGENCY OVERFLOW ELEVATION

CAD IJW 262119

EX. POND

(1.2 ac.)

PPC

PPC

PPC

7+

8+

9+00

10+00

11+00

12+00

+0

+0

G R

AD

E BR

EAK

GRADE BREAK

4:1

LP 66.18

HP 68.01

LP 66.96

HP 67.43

G

RADE BREAK

LP

0+

1+

2+

G R

AD

E BR

EAK

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

GRADING PLAN 8

CG109y:

\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_

G R

A D

IN

G

E N

LA

R

G E

M E

N

TS

.d w g

/2 5/

:0

P

M

MATCHLINE CG106

M A

TC

H

LI

N

E C

G

N 0 30' 60'

CG109

MATCHLINE CG113

M A

TC

H

LI

N

E C

G

POND 1

NWL = DRY

HWL = 64.50

G R

AD

IN

G R

O

LL

O

VE

R

TR

AN

SI

TI

O

N Z

O N

E3

1. ALL GRADING ROLLOVER TRANSITION

ZONES ARE 30' WIDE ON CENTER OF

GRADE BREAK. TRANSITION SUBGRADE

TO MIRROR FINISHED GRADE

TRANSITION.

NOTES

LEGEND

EMERGENCY OVERFLOW ROUTE

NEW BURIAL SECTION HEADSTONE

DIRECTION

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION HEADSTONE

DIRECTION

LP 78.9

HP 78.9

1.1%

MATCH EXISTING ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

ROAD/LAND GRADE

EXISTING MAJOR CONTOUR

NEW MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MINOR CONTOUR

GRADING LIMITS

POND HIGH WATER LEVEL (HWL)

PPC

EX. 13

PPC

78.9 SPOT ELEVATION

ME 78.9

R 78.9 STORM STRUCTURE RIM ELEVATION

NEW LAND DRAINAGE DIRECTION

EOF 78.9 EMERGENCY OVERFLOW ELEVATION

CAD IJW

POND 1

NWL = DRY

HWL = 64.50

262120

LAKE BERRYESSA DR.

SUTTER BUTTE DR.

NEW STORM DRAIN STRUCTURE

BLEND GRADES TO FIT

EXISTING SLOPES AT

PROJECT LIMITS

EX. 5

EX. 7

IGC

EX. 28

PPC

EX. 8

IGC

IGC

IGC

PPC

VF

D

T

2+00 3+00

0+00

1+00

2+

3+

G R

A D

E B

R E A K

GRADE BREAK

G R

AD

IN

G R

O

LL

O

VE

R

TR

AN

SI

TI

O

N Z

O N

E

HP 67.29

LP 67.07LP 66.93

LP 66.96

HP 67.40

2+

3+00

4+00

5+00

6+00

7+00

7+47

HP 67.70

LP 66.23

HP 67.30

LP 66.90

GRADE BREAK

GRADE BREAK

GRADE BREAK

GRADE BREAK

GRADE BREAK AT 69 CONTOUR

G

RA

DE

B

RE

AK

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

GRADING PLAN 9

CG110y:

\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_

G R

A D

IN

G

E N

LA

R

G E

M E

N

TS

.d w g

/2 5/

:0

P

M

MATCHLINE CG114

M A

TC

H

LI

N

E C

G

N 0 30' 60'

LEGEND

CG110

M A

TC

H

LI

N

E C

G

MATCHLINE CG107

CONSTRUCTION LIMITS

EMERGENCY OVERFLOW ROUTE

NEW BURIAL SECTION HEADSTONE

DIRECTION

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION HEADSTONE

DIRECTION

LP 78.9

HP 78.9

1.1%

MATCH EXISTING ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

ROAD/LAND GRADE

EXISTING MAJOR CONTOUR

NEW MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MINOR CONTOUR

GRADING LIMITS

POND HIGH WATER LEVEL (HWL)

PPC

EX. 13

PPC

78.9 SPOT ELEVATION

ME 78.9

R 78.9 STORM STRUCTURE RIM ELEVATION

NEW LAND DRAINAGE DIRECTION

EOF 78.9 EMERGENCY OVERFLOW ELEVATION

1. ALL GRADING ROLLOVER TRANSITION

ZONES ARE 30' WIDE ON CENTER OF

GRADE BREAK. TRANSITION SUBGRADE

TO MIRROR FINISHED GRADE

TRANSITION.

NOTES

CAD IJW 262121

R O U N D A B O U T 1

SUTTER BUTTE DR.

SOLANO DR.

GRADE BREAK

G R

A D

E B

R E

A K

G R

A D

E

R

E A

K

0+00

1+00

2+

3+00

LP 65.63

HP 67.44

ADJUST ELECTRICAL

HAND HOLE AS

NECESSARY TO

FINISHED GRADE

VERIFY DEPTH TO ELECTRICAL

LINE. NOTIFY ENGINEER IF

CONFLICT WITH GRADING EXISTS ADJUST ELECTRICAL

HAND HOLE AS

NECESSARY TO

FINISHED GRADE

GRADE BREAK

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

GRADING PLAN 10

CG111y:

\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_

G R

A D

IN

G

E N

LA

R

G E

M E

N

TS

.d w g

/2 5/

:0

P

M

MATCHLINE CG115

M A

TC

H

LI

N

E C

G

N 0 30' 60'

LEGEND

CG111

MATCHLINE CG107

EMERGENCY OVERFLOW ROUTE

NEW BURIAL SECTION HEADSTONE

DIRECTION

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION HEADSTONE

DIRECTION

LP 78.9

HP 78.9

1.1%

MATCH EXISTING ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

ROAD/LAND GRADE

EXISTING MAJOR CONTOUR

NEW MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MINOR CONTOUR

GRADING LIMITS

POND HIGH WATER LEVEL (HWL)

PPC

EX. 13

PPC

78.9 SPOT ELEVATION

ME 78.9

R 78.9 STORM STRUCTURE RIM ELEVATION

NEW LAND DRAINAGE DIRECTION

EOF 78.9 EMERGENCY OVERFLOW ELEVATION

1. ALL GRADING ROLLOVER TRANSITION

ZONES ARE 30' WIDE ON CENTER OF

GRADE BREAK. TRANSITION SUBGRADE

TO MIRROR FINISHED GRADE

TRANSITION.

NOTES

CAD IJW

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

C O

N S

TR

U

C

TI

O N

L

IM

IT

S

1. REFER TO SHEETS CR120 AND CR121

FOR NEW SOLANO DRIVE AND

CORTEGE LANE PAVEMENT

GEOMETRY.

CONSTRUCTION NOTES

262122

DR

IVE

SUTTER BUTTE

CORTEGE LANE

O

TTO

M

O F S

W A

LE

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

GRADING PLAN 11

CG112y:

\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_

G R

A D

IN

G

E N

LA

R

G E

M E

N

TS

.d w g

/2 5/

:0

P

M

M A

TC

H

LI

N

E C

G

N

0 30' 60' CG112

MATCHLINE CG108 LEGEND

EMERGENCY OVERFLOW ROUTE

NEW BURIAL SECTION HEADSTONE

DIRECTION

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION HEADSTONE

DIRECTION

LP 78.9

HP 78.9

1.1%

MATCH EXISTING ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

ROAD/LAND GRADE

EXISTING MAJOR CONTOUR

NEW MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MINOR CONTOUR

GRADING LIMITS

POND HIGH WATER LEVEL (HWL)

PPC

EX. 13

PPC

78.9 SPOT ELEVATION

ME 78.9

R 78.9 STORM STRUCTURE RIM ELEVATION

NEW LAND DRAINAGE DIRECTION

EOF 78.9 EMERGENCY OVERFLOW ELEVATION

CAD IJW

C O

N S

TR

U

C

TI

O N

L

IM

IT

S

262123

IGC

IGC

33A

PPC

33B

4+90

0+00

1+

2+00 3+00

4+

15+71

+0

07+31

0+00

1+00

2+00

3+00

4+00

5+00

6+

7+

18+45

9+0010+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00 18+00

BO

TTO

M O

F SW

ALE

G R

A D

E B

R E

A K

GRADING

ROLLOVER

TRANSITION

ZONE

GRADE BREAK

GRADE BREAK

HP 69.07

HP 68.55

LP 67.85

LP 67.77

HP 71.06

LP 69.34

HP 71.06

LP 68.72

LP 68.64

LP 66.66

HP 69.21

HP 69.22

LP 67.79

LP 67.76

GRADE BREAK

GRADE B

REAK

GRADE BREAK

CROSS SLOPE OF

DECOMPOSED GRANITE PATH

IS 2% TOWARDS THE SOUTH

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

GRADING PLAN 12

CG113y:

\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_

G R

A D

IN

G

E N

LA

R

G E

M E

N

TS

.d w g

/2 5/

:0

P

M

MATCHLINE CG109

M A

TC

H

LI

N

E C

G

N

0 30' 60' CG113

M A

TC

H

LI

N

E C

G

1. ALL GRADING ROLLOVER TRANSITION

ZONES ARE 30' WIDE ON CENTER OF

GRADE BREAK. TRANSITION SUBGRADE

TO MIRROR FINISHED GRADE

TRANSITION.

NOTES

LEGEND

EMERGENCY OVERFLOW ROUTE

NEW BURIAL SECTION HEADSTONE

DIRECTION

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION HEADSTONE

DIRECTION

LP 78.9

HP 78.9

1.1%

MATCH EXISTING ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

ROAD/LAND GRADE

EXISTING MAJOR CONTOUR

NEW MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MINOR CONTOUR

GRADING LIMITS

POND HIGH WATER LEVEL (HWL)

PPC

EX. 13

PPC

78.9 SPOT ELEVATION

ME 78.9

R 78.9 STORM STRUCTURE RIM ELEVATION

NEW LAND DRAINAGE DIRECTION

EOF 78.9 EMERGENCY OVERFLOW ELEVATION

CAD IJW

POND 1

NWL = DRY

HWL = 64.50

POND 2

NWL = DRY

HWL = 64.50

CONSTRUCTION LIMITS

262124

SOLANO DR.

SOLANO DR.

ROAD A

ROUNDABOUT

ROAD R2

FG 78.9

FINISHED GRADE ELEVATION

(AT PUMP STATION)

TS 78.9 TOP OF SLAB ELEVATION

(AT PUMP STATION)

0+00

1+

4+

4+

5+

6+00

7+00

8+00

0+

1+

2+00

3+00

4+00

5+00

6+

9+00

10+00

11+00

12+00

13+00

14+00

15+00

T14

BOTTOM O

F SWA LE

GRADING

ROLLOVER

TRANSITION

ZONE

G R

A D

E B

R E

A K

HP 67.83

LP 67.19

HP 69.37

LP 67.14

LP 67.57

HP 67.40

LP 66.93 HP 67.45

LP 66.99

HP 67.95

LP 66.43HP 68.15

HP

.5

LP 67.07

HP 67.69

LP 66.07

HP 69.50

GRAD

E

BR

EA

K

G R

AD

E

BR

EA

K

GRADE BREAK

GRADE BREAKGRADE BREAK

BOTTOM OF SWALE

G

RADE BREAK

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

GRADING PLAN 13

CG114y:

\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_

G R

A D

IN

G

E N

LA

R

G E

M E

N

TS

.d w g

/2 5/

:0

P

M

MATCHLINE CG110

M A

TC

H

LI

N

E C

G

N

0 30' 60' CG114

M A

TC

H

LI

N

E C

G

1. ALL GRADING ROLLOVER TRANSITION

ZONES ARE 30' WIDE ON CENTER OF

GRADE BREAK. TRANSITION SUBGRADE

TO MIRROR FINISHED GRADE

TRANSITION.

NOTES

LEGEND

EMERGENCY OVERFLOW ROUTE

NEW BURIAL SECTION HEADSTONE

DIRECTION

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION HEADSTONE

DIRECTION

LP 78.9

HP 78.9

1.1%

MATCH EXISTING ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

ROAD/LAND GRADE

EXISTING MAJOR CONTOUR

NEW MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MINOR CONTOUR

GRADING LIMITS

POND HIGH WATER LEVEL (HWL)

PPC

EX. 13

PPC

78.9 SPOT ELEVATION

ME 78.9

R 78.9 STORM STRUCTURE RIM ELEVATION

NEW LAND DRAINAGE DIRECTION

EOF 78.9 EMERGENCY OVERFLOW ELEVATION

CAD IJW

POND 1

NWL = DRY

HWL = 64.50

POND 2

NWL = DRY

HWL = 64.50

COMMITTAL SHELTER #3

FFE = 71.0

SEE SHEET AG101 FOR

GRADING

262125

ROUNDABOUT

ROAD R1

SUTTER

COMMITTAL SHELTER RD.

SOLA

NO DR.

ACCESS RD.

BUTTE DR.

4+00

5+

6+

7+00

8+00

HP 67.44

LP 65.70

HP 66.78

LP 65.89

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

GRADING PLAN 14

CG115y:

\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_

G R

A D

IN

G

E N

LA

R

G E

M E

N

TS

.d w g

/2 5/

:0

P

M

MATCHLINE CG111

M A

TC

H

LI

N

E C

G

N

0 30' 60' CG115

LEGEND

EMERGENCY OVERFLOW ROUTE

NEW BURIAL SECTION HEADSTONE

DIRECTION

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION HEADSTONE

DIRECTION

LP 78.9

HP 78.9

1.1%

MATCH EXISTING ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

ROAD/LAND GRADE

EXISTING MAJOR CONTOUR

NEW MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MINOR CONTOUR

GRADING LIMITS

POND HIGH WATER LEVEL (HWL)

PPC

EX. 13

PPC

78.9 SPOT ELEVATION

ME 78.9

R 78.9 STORM STRUCTURE RIM ELEVATION

NEW LAND DRAINAGE DIRECTION

EOF 78.9 EMERGENCY OVERFLOW ELEVATION

CAD IJW

C O

N

ST

R U

C

TI

O N

L

IM

IT

S

CONSTRUCTION

LIMITS

262126

SUTTER BUTTE DR.

SU

TT

ER

BUTTE DR.COMMITTAL

SHELTER 2