36C10F18R0581-066.pdf

P1

P2

P3

P4

P5

P6

P7

P8

P9

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

P24

P25

P26

P27

P28

P29

P30

P31

P32

P33

P34

P35

P36

P37

P38

P39

P40

P41

P42

P43

P44

P45

P46

P47

P48

P49

P50

P51

P52

P53

P54

P55

P56

P57

P58

P59

P60

P61

P62

P63

P64

P65

P66

P67

P68

P69

P70

P71

P72

S

W

B

E

A

R

I

N

G

A

G

L

E

8°38'31.40"

S

E

B

E

A

R

I

G

L

E

A

B

C

D

E

F G

H

I

J

K

L

NICHE WALL POINT TABLE (BASE BID)

PT #

P1

P2

P3

P4

P5

P6

P7

P8

P9

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

P24

P25

P26

P27

P28

P29

P30

P31

P32

P33

P34

P35

P36

P37

P38

P39

P40

P41

P42

P43

P44

P45

P46

P47

P48

P49

P50

P51

P52

P53

P54

P55

P56

P57

P58

P59

P60

P61

P62

P63

P64

P65

P66

P67

P68

P69

P70

P71

P72

NORTHING

1912870.1631

1912860.3269

1912833.6835

1912861.6168

1912851.4673

1912823.9754

1912812.8522

1912854.7615

1912844.3608

1912816.1882

1912804.7897

1912852.4483

1912841.9628

1912813.5605

1912802.0690

1912853.5354

1912843.0897

1912814.7954

1912803.3476

1912793.2013

1912764.9070

1912754.0396

1912758.6811

1912857.5708

1912847.2730

1912819.3794

1912798.0911

1912770.1973

1912868.9731

1912859.0933

1912832.3318

1912811.9076

1912785.1459

1912775.5945

1912788.0809

1912879.8465

1912870.3653

1912844.6834

1912834.2925

1912825.0829

1912799.4010

1912790.3001

1912810.8415

1912897.0841

1912888.2347

1912864.2644

1912854.5661

1912845.9702

1912821.9998

1912814.0971

1912832.9988

1912913.5173

1912905.2703

1912882.9316

1912873.8935

1912865.8827

1912843.5440

1912836.3269

1912864.6155

1912937.2561

1912929.8793

1912909.8976

1912901.8131

1912894.6475

1912874.6659

1912868.8270

1912893.1793

1912958.4282

1912951.8274

1912933.9480

1912920.3022

1912902.4227

EASTING

6595312.4821

6595308.8341

6595298.9529

6595339.5831

6595336.9286

6595329.7383

6595326.8291

6595374.5699

6595373.1978

6595369.4814

6595367.9777

6595402.8922

6595402.5584

6595401.6541

6595401.2882

6595438.5276

6595439.5000

6595442.1340

6595443.1997

6595444.1445

6595446.7785

6595450.6454

6595482.9993

6595466.6563

6595468.6598

6595474.0867

6595478.2287

6595483.6550

6595508.2485

6595511.7766

6595521.3332

6595528.6270

6595538.1830

6595544.6143

6595574.8182

6595534.5026

6595538.9930

6595551.1564

6595556.0777

6595560.4392

6595572.6025

6595580.0603

6595617.2496

6595565.7104

6595571.3448

6595586.6068

6595592.7818

6595598.2545

6595613.5165

6595621.9192

6595648.5847

6595588.8935

6595595.3778

6595612.9416

6595620.0479

6595626.3461

6595643.9099

6595653.2029

6595684.9006

6595615.4931

6595622.9523

6595643.1573

6595651.3322

6595658.5774

6595678.7824

6595688.7305

6595710.5315

6595634.4470

6595642.6010

6595664.6879

6595681.5444

6595703.6313

DESCRIPTION

INTERSECTION PT - BEARING A

INTERSECTION PT - BEARING A

INTERSECTION PT - BEARING A

INTERSECTION PT - BEARING B

INTERSECTION PT - BEARING B

INTERSECTION PT - BEARING B

INTERSECTION PT - BEARING B

INTERSECTION PT - BEARING C

INTERSECTION PT - BEARING C

INTERSECTION PT - BEARING C

INTERSECTION PT - BEARING C

INTERSECTION PT - BEARING D

INTERSECTION PT - BEARING D

INTERSECTION PT - BEARING D

INTERSECTION PT - BEARING D

INTERSECTION PT - BEARING E

INTERSECTION PT - BEARING E

INTERSECTION PT - BEARING E

INTERSECTION PT - BEARING E

INTERSECTION PT - BEARING E

INTERSECTION PT - BEARING E

BASELINE INTERSECTION PT

BASELINE INTERSECTION PT

INTERSECTION PT - BEARING F

INTERSECTION PT - BEARING F

INTERSECTION PT - BEARING F

INTERSECTION PT - BEARING F

INTERSECTION PT - BEARING F

INTERSECTION PT - BEARING G

INTERSECTION PT - BEARING G

INTERSECTION PT - BEARING G

INTERSECTION PT - BEARING G

INTERSECTION PT - BEARING G

BASELINE INTERSECTION PT

BASELINE INTERSECTION PT

BEARING LINE INTERSECTION PT

BEARING LINE INTERSECTION PT

NICHE WALL END PT

BEARING LINE INTERSECTION PT

BEARING LINE INTERSECTION PT

NICHE WALL END PT

BASELINE INTERSECTION PT

BASELINE INTERSECTION PT

BEARING LINE INTERSECTION PT

BEARING LINE INTERSECTION PT

NICHE WALL END PT

BEARING LINE INTERSECTION PT

BEARING LINE INTERSECTION PT

NICHE WALL END PT

BASELINE INTERSECTION PT

BASELINE INTERSECTION PT

BEARING LINE INTERSECTION PT

BEARING LINE INTERSECTION PT

NICHE WALL END PT

BEARING LINE INTERSECTION PT

BEARING LINE INTERSECTION PT

NICHE WALL END PT

BASELINE INTERSECTION PT

BASELINE INTERSECTION PT

BEARING LINE INTERSECTION PT

BEARING LINE INTERSECTION PT

NICHE WALL END PT

BEARING LINE INTERSECTION PT

BEARING LINE INTERSECTION PT

NICHE WALL END PT

BASELINE INTERSECTION PT

BASELINE INTERSECTION PT

BEARING LINE INTERSECTION PT

BEARING LINE INTERSECTION PT

NICHE WALL END PT

BEARING LINE INTERSECTION PT

NICHE WALL END PT

P73

P74

P75

P76

P77

P78

P79

P80

P81

P82

P83

P84

P85

P86

P87

P88

A

B

C

D

E

F

V

BEARING LINE TABLE

LETTER

A

B

C

D

E

F

G

H

I

J

K

L

V

NORTHING

1912756.9960

1912744.8454

1912735.0991

1912731.8103

1912733.3559

1912739.0931

1912755.3041

1912770.7632

1912795.2705

1912818.6342

1912852.3845

1912882.4855

1913138.5000

EASTING

6595270.5119

6595309.0424

6595358.7843

6595399.0512

6595449.7153

6595489.7068

6595548.8399

6595586.1662

6595630.5355

6595663.4957

6595701.3132

6595728.2607

6595412.0000

DESCRIPTION

BEARING LINE END PT

BEARING LINE END PT

BEARING LINE END PT

BEARING LINE END PT

BEARING LINE END PT

BEARING LINE END PT

BEARING LINE END PT

BEARING LINE END PT

BEARING LINE END PT

BEARING LINE END PT

BEARING LINE END PT

BEARING LINE END PT

CONTROL POINT

NICHE WALL POINT TABLE (ADD. ALT. 1)

PT #

P73

P74

P75

P76

P77

P78

P79

P80

P81

P82

P83

P84

P85

P86

P87

P88

NORTHING

1912813.3493

1912786.7059

1912775.2359

1912765.4059

1912802.9936

1912775.5016

1912763.7363

1912755.5672

1912794.6870

1912766.5144

1912755.0595

1912752.3988

1912791.8840

1912763.4817

1912751.9797

1912753.2752

EASTING

6595291.4119

6595281.5307

6595280.3090

6595311.4810

6595324.2510

6595317.0607

6595316.9231

6595358.6155

6595366.6453

6595362.9288

6595364.2853

6595396.8620

6595400.9642

6595400.0599

6595402.5390

6595445.0044

DESCRIPTION

INTERSECTION PT - BEARING A

INTERSECTION PT - BEARING A

BASELINE INTERSECTION PT

BASELINE INTERSECTION PT

INTERSECTION PT - BEARING B

INTERSECTION PT - BEARING B

BASELINE INTERSECTION PT

BASELINE INTERSECTION PT

INTERSECTION PT - BEARING C

INTERSECTION PT - BEARING C

BASELINE INTERSECTION PT

BASELINE INTERSECTION PT

INTERSECTION PT - BEARING D

INTERSECTION PT - BEARING D

BASELINE INTERSECTION PT

BASELINE INTERSECTION PT

0 20' 40'

SCALE:

COLUMBARIUM COURT 3 LAYOUT PLAN (BASE BID)

1" = 20' (30x42" PAPER)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

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

Irrigation:

Aqua Engineering, Inc.

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

Cost Estimating:

CPMI, Inc.

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

Geotechnical Engineering:

Terracon Consultants, Inc.

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

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

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

OF

06 / 27 / 2018

COLUMBARIUM COURT 3

LAYOUT PLAN

LC101y v a o c m p a s e d e v o f s a c r a m e n t o v a l l e y n c D w g C d L a n d s c a p e

A r c h C

O L L A

Y O

U T d w g

A

M

LEGEND

WALL UNIT NUMBER

N

FLOWER

WATERING

STATION

LF501

8' BENCH, (TYP.)

SEE 5/LF501

COLUMBARIUM COURT SIGN

SEE 1/LS103

LC201

LC201

FLOWER

WATERING

STATION

LF501

LC101

DETECTABLE

WARNING PANEL, TYP.

SUMMARY

240 DOUBLE SIDED NICHE WALL 30 5

7,200

QTY. HT. NICHES

320 DOUBLE SIDED NICHE WALL 6 5

1,920

TOTAL NICHES: 9,120

0 20' 40'

SCALE:

COLUMBARIUM COURT 3 LAYOUT PLAN (ADD. ALT. 1)

1" = 20' (30x42" PAPER)

N

ADD. ALT. 1

SEE 2/LC101

ADD. ALT. 1

E Q

T Y

P

E Q

T Y

P

E

Q

T

Y

P

E

Q

T

Y

P

E

Q

T

Y

P

E

Q

T

Y

P

E

Q

T

Y

P

E

Q

T

Y

P

E

Q

T

Y

P

E

Q

T

Y

P

240 DOUBLE SIDED NICHE WALL 6 5

1,440

QTY. HT. NICHES

320 DOUBLE SIDED NICHE WALL 2 5 640

TOTAL NICHES: 2,080

BASE BID

ADD. ALT. 3

1-A

2-A

3-A

4-A

5-A

6-A

7-A

8-A

CR502

JDL DJS 262185

P

U

T

H

C

R

E

E

K

W

Y

R

O

U

N

D

A

B

O

U

T

S

I

E

R

V

A

D

AutoCAD SHX Text C 80261

AutoCAD SHX Text

EXP. 9-30-18

SERVICE ROAD

0 20' 40'

SCALE:

COLUMBARIUM COURT 3 PAVING PLAN (BASE BID)

1" = 20' (30x42" PAPER)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

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

Irrigation:

Aqua Engineering, Inc.

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

Cost Estimating:

CPMI, Inc.

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

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer 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

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

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

OF

06 / 27 / 2018

COLUMBARIUM COURT 3 PAVING

PLAN

LC102y v a o c a s e d e v o f s a c r a m e n t o v a l l e y n c D w g C d L a n d s c a p e

A r c h C

O L P

A V

I N

G

L A

Y O

U T d

A

M

LEGEND

N

.0

T Y

P

T Y

P

COLORED CONCRETE

SIDEWALK, TYP.

CONCRETE SIDEWALK

'T

Y

P

'T

Y

P

LC102

0 20' 40'

SCALE:

COLUMBARIUM COURT 3 PAVING PLAN (ADD. ALT. 1)

1" = 20' (30x42" PAPER)

N

T

Y

P

T Y

P

T Y

P

R

T

Y

P

EXPANSION JOINT, TYP.

CONTROL JOINT, TYP.

T

Y

P

R

T Y

P

T Y

P

R

T Y

P

COLORED CONCRETE

SIDEWALK, TYP.

CONCRETE SIDEWALK

ADD ALT. 1

EXPANSION JOINT, TYP.

CONTROL JOINT, TYP.

COLORED CONCRETE

SIDEWALK

STANDARD SIDEWALK

CONCRETE

CONTROL JOINT

EXPANSION JOINT

DETECTABLE WARNING PANEL

ADD. ALT. 1

SEE 2/LC102

R

T Y

P

T

Y

P

T

Y

P

'T

Y

P

SEE 4/LC301 & 5/LC301 FOR LOCATION OF EXPANSION

JOINT ADJACENT TO COLUMBARIUM, TYP.

JDL DJS 262186

P

U

T

E

Y

S

I

E

R

V

A

AutoCAD SHX Text C 80261

B

B B

D D

D D

G G

G G

I I

I I

F F

F F

F

F

G

G

G

G

H

H

I

I

J

J

I

I

J

J

C

O

U

R

T

F

C

O

U

R

T

F

C

O

U

O

U

O

U

J

O

U

J

O

U

O

U

O

U

I

O

U

I

O

U

O

U

R

T

E

C

O

U

R

T

E

C

O

U

O

U

O

U

F F

F F

F F

F F

F

F

G

G

G G

G G

G

G

H

H

I I

I I

H

H

I

I

H

H

I

I

H H

H H

J

J

J

J

J

J

J

J

J

J

J

J

F F

F F

H H

H H

J

J

J

JA

A

A A

C C

C C

E E E E

E E

E E

E

E D

D

E E

E E

E

E E

E

E

EE

E

C

C

B

B

D

D

C

C

B

B

A

A

A

A

A

A

B B

B B

C

O

U

O

U

O

U

O

U

D

D D

137193

D

D

C

C

C

C

B

B

C C

C C

97121

B

B

A

A

A

A

A

A

A A

A A 120

B B

B B

D D

D D

C

O

U

O

U

R

T

E

C

O

U

R

T

E

C

O

U

O

U

O

U

C

C C

E E

E

E D

D E

E E

E

E

EE

E

C

C

B

B

D

D

C

C

B

B

A

A

AA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

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

Irrigation:

Aqua Engineering, Inc.

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

Cost Estimating:

CPMI, Inc.

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

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer 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

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

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

OF

06 / 27 / 2018

COLUMBARIUM NUMBERING PLAN

LC103y v a o c a s e d e v o f s a c r a m e n t o v a l l e y n c D w g C d L a n d s c a p e

A r c h C

O L N

U M

B E

R I N

G

P

L A

N d

A

M

0 20' 40'

SCALE:

COLUMBARIUM NUMBERING PLAN (BASE BID)

1" = 20' (30x42" PAPER)

N

0 20' 40'

SCALE:

COLUMBARIUM NUMBERING PLAN (ADD. ALT. 1)

1" = 20' (30x42" PAPER)

N

ADD. ALT. 1

SEE 2/LC103

C

O

U

O

U

O

U

O

U

D

D D

137193

D

D

C

C

C

C

B

B

C C

C C

97121

B

B

A

A

A

A

A

A

A A

A A 120

B B

B B

J

LEGEND

NICHE ROW NUMBER

COURT

ADD. ALT. 1

JDL DJS

LC103

262187

P

U

T

E

Y

S

I

E

R

V

A

AutoCAD SHX Text C 80261

RIM 67.10

TC 68.25

TC 68.25

TC 68.30

TC 68.30

TC 68.30

TC 68.25

TC 68.30

TC 68.30

TC 68.30

TC 68.30

FG 68.30

1.4%

TC 68.35

TC 68.35

.4

.9

.9

.9

.8

.9

TC 68.30

RIM 68.28

FG 68.30

FG 68.30

FG 68.30

HP 68.30

RIM 67.10

FG 68.30

FG 68.20

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.30

RIM 68.00

TC 68.30

TC 68.30

TC 68.20

TC 68.30

TC 68.45

TC 68.45

TC 68.30

TC 68.45

TC 68.30

TC 68.25

TC 67.87

TC 67.93

TC 68.30

TC 68.24

TC 68.15

TC 68.21

TC 67.78

TC 68.45

TC 68.50

TC 68.45

TC 68.50

TC 68.45

TC 68.50

TC 68.45

TC 68.50

TC 68.45

TC 68.30

TC 68.15

TC 68.28

TC 68.26

TC 68.37

TC 68.29

TC 68.21

TC 68.26

TC 68.25

TC 68.30

TC 68.30

TC 68.15

TC 68.30

TC 68.30

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.45

TC 68.50

TC 68.45

TC 68.32

TC 68.36

TC 68.45

TC 68.45

RIM 67.85

RIM 68.00

RIM 68.00

RIM 68.00

RIM 68.00

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.50

TC 68.45

TC 68.50

TC 68.45

TC 68.20

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.20

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.23

TC 68.16

TC 68.11

TC 68.30

TC 68.30

TC 68.30

TC 68.25

TC 68.30

TC 68.23

TC 68.20

TC 68.20

TC 68.13

TC 68.30

TC 68.30

TC 68.50

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.50

TC 68.50

RIM 68.00

RIM 68.00

FG 68.25

RIM 68.00

RIM 67.90

TC 68.30

TC 68.30

RIM 68.00

RIM 68.05

RIM 68.05

RIM 68.00

TC 68.30

TC 68.30

TC 68.30

TC 68.38

TC 68.34

RIM 68.24

RIM 68.14

RIM 68.15

RIM 68.05

RIM 67.70

TC 68.30

TC 68.26

RIM 67.75

TC 68.17

TC 68.21

TC 68.29

RIM 68.00

RIM 68.25

RIM 68.30

RIM 67.85

PUTAH CREEK WAY

RIM 67.85

TC 68.45

FG 68.25

FG 68.25

FG 68.25

FG 68.20

FG 68.20

FG 68.25

FG 68.25

FG 68.20

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

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

Irrigation:

Aqua Engineering, Inc.

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

Cost Estimating:

CPMI, Inc.

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

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer 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

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

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

OF

06 / 27 / 2018

COLUMBARIUM GRADING PLAN -

EAST (BASE BID)

LC104y v a o c a s e d e v o f s a c r a m e n t o v a l l e y n c D w g C d L a n d s c a p e

A r c h C

O L G

R A

D I N

G

P

L A

N d

A

M

0 10' 20'

SCALE:

COLUMBARIUM GRADING PLAN - EAST (BASE BID)

1" = 10' (30x42" PAPER)

N

ADD. ALT. 1

SEE 1/LC106

M A

T C

H L I N

E

L C

LEGEND

MAJOR CONTOUR

MINOR CONTOUR

TOP OF CONCRETE PAVEMENT

ELEVATION

RIM 68.09

TC 68.16

RIM ELEVATION

1.0%

SLOPE DIRECTION AND

PERCENT GRADE

GRADE BREAK RIDGE

DRAINAGE FLOW DIRECTION

FG 68.16 FINISHED GRADE

HP, SEE CIVIL

LC104

JDL DJS 262188

AutoCAD SHX Text C 80261

.9

.8

.9

.9

% 1

% 1

.9

.8

1.3%

.5

.1

RIM 68.00

RIM 68.00

RIM 67.85

RIM 68.00

RIM 68.00

RIM 68.00

RIM 68.00

RIM 67.85

RIM 67.85

RIM 68.00

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.30

TC 68.20

TC 68.13

TC 67.90

TC 67.80

TC 68.20

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.50

TC 68.30

TC 68.23

TC 68.05

TC 68.15

TC 68.25

TC 68.30

TC 68.30

TC 68.24

TC 68.15

TC 68.25

TC 68.30

TC 68.50

TC 68.50

TC 68.45

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.30

TC 68.30

TC 68.30

TC 68.20

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.45

TC 68.50

TC 68.45

TC 68.30

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.30

TC 68.30

TC 68.15

TC 68.30

TC 68.30

TC 68.30

TC 68.23

TC 68.24

TC 68.30

TC 68.26

TC 68.34

TC 68.37

TC 68.38

TC 68.35

TC 68.28

TC 68.30

TC 68.30

TC 68.26

TC 68.30

TC 68.24

TC 68.30

TC 67.92

TC 67.85

TC 68.25

TC 68.30

TC 68.20

TC 68.30

TC 68.21

TC 68.29

TC 68.16

TC 68.11

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.45

TC 68.50

TC 68.45

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.50

TC 68.50

TC 68.50

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.30

TC 68.30

TC 68.30

TC 68.20

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.15

TC 68.31

TC 68.25

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.20

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.50

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.50

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 67.84

RIM 68.00

RIM 68.28

RIM 68.00

RIM 68.25

RIM 68.00

RIM 68.24

RIM 68.23

RIM 68.23

RIM 68.10

RIM 67.70

RIM 68.00

RIM 68.05

RIM 68.05

RIM 68.00

TC 68.14

TC 68.20

TC 67.76

TC 68.30

TC 68.30

RIM 67.40

RIM 67.55

PUTAH CREEK WAY

RIM 67.85

RIM 67.85

RIM 68.00

TC 68.30

TC 68.30

RIM 67.85

RIM 67.85

RIM 68.05

RIM 67.75

TC 68.29

TC 68.21

TC 68.17

RIM 67.75

FG 68.25

FG 68.25

FG 68.25

FG 68.25

FG 68.25

FG 68.25

FG 68.25

FG 68.25

SIERRA NEVADA DR.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

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

Irrigation:

Aqua Engineering, Inc.

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

Cost Estimating:

CPMI, Inc.

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

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer 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

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

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

OF

06 / 27 / 2018

COLUMBARIUM GRADING PLAN-

WEST (BASE BID)

LC105y v a o c a s e d e v o f s a c r a m e n t o v a l l e y n c D w g C d L a n d s c a p e

A r c h C

O L G

R A

D I N

G

P

L A

N d

A

M

0 10' 20'

SCALE:

COLUMBARIUM GRADING PLAN- WEST (BASE BID)

1" = 10' (30x42" PAPER)

N

M A

T C

H L I N

E

L C

LEGEND

MAJOR CONTOUR

MINOR CONTOUR

TOP OF CONCRETE PAVEMENT

ELEVATION

RIM 68.09

TC 68.16

RIM ELEVATION

1.0%

SLOPE DIRECTION AND

PERCENT GRADE

GRADE BREAK RIDGE

DRAINAGE FLOW DIRECTION

FG 68.16 FINISHED GRADE

HP, SEE CIVIL

LC105

JDL DJS 262189

AutoCAD SHX Text C 80261

TC 68.30

TC 68.30

TC 68.30

RIM 68.00

TC 68.30

TC 68.30

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.50

TC 68.45

TC 68.30

TC 68.30

TC 68.20

TC 68.30

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.30

TC 68.45

TC 68.50

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

RIM 67.85

RIM 68.00

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

1.3

TC 68.30

TC 68.30

TC 68.20

1.5%

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.50

TC 68.50

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.30

TC 68.20

TC 68.30

TC 68.30

TC 68.50

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.45

TC 68.50

TC 68.45

TC 68.50

TC 68.45

TC 68.45

TC 68.50

TC 68.45

RIM 67.85

RIM 67.85

RIM 68.25

PUTAH CREEK WAY

RIM 67.85

RIM 68.22

FG 68.25

FG 68.25

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

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

Irrigation:

Aqua Engineering, Inc.

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

Cost Estimating:

CPMI, Inc.

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

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer 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

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

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

OF

06 / 27 / 2018

COLUMBARIUM GRADING PLAN

(ADD ALT 1)

LC106y v a o c a s e d e v o f s a c r a m e n t o v a l l e y n c D w g C d L a n d s c a p e

A r c h C

O L G

R A

D I N

G

P

L A

N d

A

M

0 10' 20'

SCALE:

COLUMBARIUM GRADING PLAN (ADD ALT 1)

######## (30x42" PAPER)

N

ADD. ALT. 1

COLUMBARIUM GRADING

BASE BID

LEGEND

MAJOR CONTOUR

MINOR CONTOUR

TOP OF CONCRETE PAVEMENT

ELEVATION

RIM 68.09

TC 68.16

RIM ELEVATION

1.0%

SLOPE DIRECTION AND

PERCENT GRADE

GRADE BREAK RIDGE

DRAINAGE FLOW DIRECTION

FG 68.16 FINISHED GRADE

LC106

JDL DJS 262190

AutoCAD SHX Text C 80261

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.27

I. 67.27

I. 67.27

I. 67.27

I. 67.31

I. 67.31

I. 67.27

I. 67.27

I. 67.27

I. 67.27

I. 67.31

I. 67.27

I. 67.26

I. 67.26

I. 67.23

I. 67.23

I. 67.23

I. 67.22

I. 67.22

I. 67.18

I. 67.18

I. 67.09

I. 67.04

I. 67.04

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45 I. 67.45

INLT-14W

RIM 68.00

I. 65.00

I. 63.08

INLT-10W

RIM 68.00

I. 64.00

INLT-18W

RIM 68.00

I. 64.15

INLT-23W

RIM 68.00

I. 64.15

I. 63.59

I. 63.61

CONNECT TO STMH-104

I. 62.00

I. 64.53

INLT-11W

RIM 68.00

I. 64.15

INLT-21W

RIM 68.00

I. 64.00

I. 64.07

INLT-S2

RIM 67.55

I. 64.05

INLT-8W

RIM 67.75

I. 63.70

I. 63.98

INLT-17W

RIM 68.00

I. 64.00

INLT-S1

RIM 67.40

I. 63.90

I. 63.87

INLT-22W

RIM 68.00

I. 64.00

I. 63.78

I. 63.55

INLT-15W

RIM 68.00

I. 64.00

I. 63.79

I. 63.70

I. 63.45

I. 63.66

I. 63.66

I. 63.69

I. 63.51

I. 63.49

I. 63.29

INLT-6W

RIM 68.05

I. 63.33

I. 62.91

I. 63.01

I. 62.87

INLT-4W

RIM 68.05

I. 62.86

I. 62.89

INLT-3W

RIM 68.00

I. 62.64

CONNECT TO STMH-103

I. 62.50

INLT-1E

RIM 67.70

I. 62.26

INLT-1W

RIM 67.70

I. 62.26

CONNECT TO STMH-104

I. 62.00

INLT-20W

RIM 67.10

I. 64.65

INLT-24W

RIM 67.10

I. 64.65

I. 64.23

I. 64.14

CO-3W

RIM 68.28

I. 63.73

INLT-2W

RIM 67.90

I. 62.50

INLT-5W

RIM 68.05

I. 63.10

INLT-7W

RIM 68.00

I. 63.46

INLT-9W

RIM 67.85

I. 63.85

INLT-16W

RIM 67.85

I. 63.54

INLT-13W

RIM 67.85

I. 63.70

I. 62.82

I. 62.78

PUTAH CREEK WAY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

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

Irrigation:

Aqua Engineering, Inc.

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

Cost Estimating:

CPMI, Inc.

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

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer 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

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

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

OF

06 / 27 / 2018

COLUMBARIUM DRAINAGE PLAN -

EAST (BASE BID)

LC107y v a o c a s e d e v o f s a c r a m e n t o v a l l e y n c D w g C d L a n d s c a p e

A r c h C

O L D

R A

I N

A G

E

P

L A

N d

A

M

0 10' 20'

SCALE:

COLUMBARIUM DRAINAGE PLAN - EAST (BASE BID)

1" = 10' (30x42" PAPER)

N

M A

T C

H L I N

E

L C

LEGEND

UNDERDRAIN NOTES -

GENERAL

1. SEE DETAILS 3/CS501 & 6/CS501 FOR

UNDERDRAIN INSTALLATIONS.

UNDERDRAIN NOTES -

CONSTRUCTION

1. INSTALL UNDER DRAIN PIPING USING DESIGN

INVERT ELEVATIONS AS SHOWN. PIPE GRADE

BETWEEN INVERT ELEVATIONS SHALL BE

UNIFORM GRADE UNLESS SHOWN OTHERWISE.

SOLID HDPE PIPE

4" PERFORATED HDPE PIPE

I. 64.50 INVERT ELEVATION

CLEANOUT

YARD AREA INLET

SEE 4/CS502 FOR DETAILS

ADD. ALT. 1

SEE 1/LC109

LC107

JDL DJS 262191

AutoCAD SHX Text C 80261

AutoCAD SHX Text

EXP. 9-30-18

CO

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.27

I. 67.31

I. 67.27

I. 67.27

I. 67.27

I. 67.27

I. 67.31

I. 67.27

I. 67.31

I. 67.27

I. 67.27

I. 67.27

I. 67.27

I. 67.31

I. 67.31

I. 67.27

I. 67.27

I. 67.27

I. 67.26

I. 67.26

I. 67.26

I. 67.26

I. 67.23

I. 67.23

I. 67.23

I. 67.23

I. 67.23

I. 67.22

I. 67.22

I. 67.23

I. 67.23

I. 67.18

I. 67.18

I. 67.19

I. 67.19

I. 67.09

I. 67.09

I. 67.09

I. 67.04

I. 67.04

I. 67.45

I. 67.45

I. 67.45

I. 67.45

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I. 67.45

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I. 67.45

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I. 67.45

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I. 67.45

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I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

INLT-13E

RIM 68.00

I. 65.00

INLT-22E

RIM 67.85

I. 64.85

INLT-26E

RIM 68.00

I. 65.00

INLT-24E

RIM 68.00

I. 64.15

INLT-20E

RIM 68.00

I. 65.00

INLT-18E

RIM 68.00

I. 64.15

I. 63.59

I. 63.61

CONNECT TO STMH-104

I. 62.00

I. 64.52

I. 64.58

I. 64.57

I. 64.53

I. 64.34

I. 64.23

INLT-15E

RIM 67.85

I. 64.85

INLT-11E

RIM 68.00

I. 64.15

I. 64.14

INLT-21E

RIM 68.00

I. 64.00

I. 64.07

RIM 67.55

INLT-8E

RIM 67.75

I. 63.70

I. 63.73

I. 63.98

INLT-17E

RIM 68.00

I. 64.00

INLT-S1

RIM 67.40

I. 63.87

INLT-23E

RIM 68.00

I. 64.00

I. 63.78

I. 63.55

INLT-14E

RIM 68.00

I. 64.00

I. 63.79

I. 63.70

I. 63.45

I. 63.66

I. 63.66

I. 63.51

I. 63.49

I. 63.29

INLT-6E

RIM 68.05

I. 63.33

INLT-10E

RIM 68.00

I. 64.00

I. 63.08

I. 62.91

I. 62.87

INLT-4E

RIM 68.05

I. 62.86

INLT-9E

RIM 67.85

I. 63.85

INLT-3E

RIM 68.00

I. 62.64

INLT-1E

RIM 67.70

I. 62.26

INLT-12E

RIM 67.85

I. 63.70

INLT-2E

RIM 67.90

I. 62.50

INLT-5E

RIM 68.05

I. 63.10

INLT-7E

RIM 68.00

I. 63.46

INLT-16E

RIM 67.85

I. 63.54

INLT-19E

RIM 67.85

I. 64.48

INLT-25E

RIM 67.85

I. 64.40

I. 62.82

I. 62.78

PUTAH CREEK WAY

SIERRA NEVADA DR.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

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

Irrigation:

Aqua Engineering, Inc.

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

Cost Estimating:

CPMI, Inc.

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

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer 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

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

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

OF

06 / 27 / 2018

COLUMBARIUM DRAINAGE PLAN -

WEST (BASE BID)

LC108y v a o c a s e d e v o f s a c r a m e n t o v a l l e y n c D w g C d L a n d s c a p e

A r c h C

O L D

R A

I N

A G

E

P

L A

N d

A

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0 10' 20'

SCALE:

COLUMBARIUM DRAINAGE PLAN - WEST (BASE BID)

1" = 10' (30x42" PAPER)

N

M A

T C

H L I N

E

L C

LEGEND

UNDERDRAIN NOTES -

GENERAL

1. SEE DETAILS 3/CS501 & 6/CS501 FOR

UNDERDRAIN INSTALLATIONS.

UNDERDRAIN NOTES -

CONSTRUCTION

1. INSTALL UNDER DRAIN PIPING USING DESIGN

INVERT ELEVATIONS AS SHOWN. PIPE GRADE

BETWEEN INVERT ELEVATIONS SHALL BE

UNIFORM GRADE UNLESS SHOWN OTHERWISE.

SOLID HDPE PIPE

4" PERFORATED HDPE PIPE

I. 64.50 INVERT ELEVATION

CLEANOUT

YARD AREA INLET

SEE 4/CS502 FOR DETAILS

LC108

JDL DJS 262192

AutoCAD SHX Text C 80261

AutoCAD SHX Text

EXP. 9-30-18

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.31

I. 67.31

I. 67.31

I. 67.31

I. 67.27

I. 67.27

I. 67.31

I. 67.31

I. 67.27

I. 67.27

I. 67.26

I. 67.26

I. 67.23

I. 67.23

I. 67.23

I. 67.23

I. 67.19

I. 67.19

I. 67.09

I. 67.09

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

I. 67.45

INLT-4-AA

RIM 67.85

I. 64.85

INLT-3-AA

RIM 68.00

I. 65.00

INLT-6-AA

RIM 68.00

I. 65.00

I. 64.52

I. 64.58

I. 64.57

I. 64.34

I. 64.23

INLT-1-AA

RIM 67.85

I. 64.85

I. 64.14

I. 63.73

INLT-5-AA

RIM 67.85

I. 64.40

INLT-2-AA

RIM 67.85

I. 64.49

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

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

Irrigation:

Aqua Engineering, Inc.

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

Cost Estimating:

CPMI, Inc.

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

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer 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

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

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

OF

06 / 27 / 2018

COLUMBARIUM DRAINAGE PLAN

(ADD ALT 1)

LC109y v a o c a s e d e v o f s a c r a m e n t o v a l l e y n c D w g C d L a n d s c a p e

A r c h C

O L D

R A

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A G

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P

L A

N d

A

M

0 10' 20'

SCALE:

COLUMBARIUM DRAINAGE PLAN (ADD ALT 1)

######## (30x42" PAPER)

N

ADD. ALT. 1

COLUMBARIUM UNDERDRAIN

SYSTEM BASE BID

LEGEND

UNDERDRAIN NOTES -

GENERAL

1. SEE DETAILS 3/CS501 & 6/CS501 FOR

UNDERDRAIN INSTALLATIONS.

UNDERDRAIN NOTES -

CONSTRUCTION

1. INSTALL UNDER DRAIN PIPING USING DESIGN

INVERT ELEVATIONS AS SHOWN. PIPE GRADE

BETWEEN INVERT ELEVATIONS SHALL BE

UNIFORM GRADE UNLESS SHOWN OTHERWISE.

SOLID HDPE PIPE

4" PERFORATED HDPE PIPE

I. 64.50 INVERT ELEVATION

CLEANOUT

YARD AREA INLET

SEE 4/CS502 FOR DETAILS

LC109

JDL DJS 262193

AutoCAD SHX Text C 80261

AutoCAD SHX Text

EXP. 9-30-18

B

C

D

E

9 16 17 24

A

B

C

D

E

9'-13 8" 8'-11

4" 9'-13 8"

TML

SEE 2/LC301 & 3/LC301

TSW

SEE 1/LC301

ROW MARKER

COLUMN MARKER

NICHE COVER

WALL MARKER,

SEE 2/LC201

DIVIDER WALL

END WALL

INDEX PANEL

STONE VENEER

28'-5"

A

B

C

D

E

9 16 17 24

A

B

C

D

E

25 32

9'-13 8" 8'-11

4" 9'-13 8"8'-11

4"

TML

SEE 2/LC301 & 3/LC301

TSW

SEE 1/LC301

ROW MARKER

COLUMN MARKER

NICHE COVER

WALL MARKER

SEE 2/L10.10

DIVIDER WALL

END WALL

INDEX PANEL

STONE TYPE 1

VENEER

37'-03 4"

BA

STONE TYPE 1 VENEER

TOC

SEE 1/LC301

TML

SEE 2/LC301

O

F P

A N

E L

℄ OF

PANEL

GRID

STONE TYPE 1 CAP - C

WALL MARKER

VERTICAL

CELL VENT

A

A

4" 5"

2"

NOTES:

1) ALL LETTERING TO BE CAST

ALUMINUM.

2) FONT AND COLOR (BRONZE)

TO MATCH EXISTING

COLUMBARIUM COURT 2.

3) SEE 1/LC201, 2/LC201 &3/LC201

FOR LOCATIONS.WALL MARKER

ROW MARKER

COLUMN MARKER

STONE TYPE 1

CAP - A

5' -8

1 4"

5'-05 8" 4'-01

2"

4' -8

1 4"

STONE TYPE 1

CAP - C

2" TYP.

NOTE:

1) PLAN SHOWN IS TYP. CAP PLAN FOR 240

NICHE UNIT WALL. SEE 1/LC201 FOR 320 NICHE

UNIT WALL OVERALL CAP DIMENSIONS.

9'-13 8"

4'-01 2" 4'-01

2"

8'-11 4"

8" JOINT, TYP.

BETWEEN

CAP B AND A/B

2" JOINT, TYP.

BETWEEN

CAP C AND CAP A/B

STONE TYPE 1

CAP - B

STONE TYPE 1

CAP - C

STONE TYPE 1

CAP - B

STONE TYPE 1

CAP - B

STONE TYPE 1

CAP - C

STONE TYPE 1

CAP - B

STONE TYPE 1

CAP - C

STONE TYPE 1

CAP - A

SEALANT AT

JOINTS, TYP.

SEALANT AT

JOINTS, TYP.

3'-81

2" EDGE OF PRE-CAST COLUMBARIUM UNITS

4'-05

8" EDGE OF INDEX PANEL

5'-81

4" EDGE OF DIVIDER/END WALL

LC201

4'-81 4"

R 5'-8 78 "

5" 6"

GRID

1"

1 2"

2"

CONTINUOUS

DRIP, TYP.

A

B

C

D

E

A B

INDEX PANEL ENDWALL

2'-10"

TYP.

1' -4

1 8"

8"

1'-43 4"

TYP.

2'-10"

TYP.

1' -8

3 4" 1'

-5 1 8"

1' -4

1 8" 1'

-4 1 8"

83 8"

1' -4

1 8" 1'

-8 3 4"

1' -5

1 8" 1'

-4 1 8"

1' -4

1 8"

R6'-23 4"

2"

1' -5

1 8" 83 8"

1' -4

1 8" 1'

-8 3 4"

1' -4

1 8" 1'

-4 1 8"

DIVIDER WALL

81 4"

1' -4

5 8"

5'-81 4"

8" JOINT,

TYP.

8" JOINT,

TYP.

8" JOINT,

TYP.

5'-81

4"GRID

R 6'

-2 3 4

83 8" 81 4"

2"

1' -4

5 8"

0 1' 2' 4'

SCALE:3

240 NICHE UNIT FRONT ELEVATION

1/2" = 1' (30"x42" PAPER)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

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

Irrigation:

Aqua Engineering, Inc.

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

Cost Estimating:

CPMI, Inc.

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

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

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

OF

06 / 27 / 2018

COLUMBARIUM ELEVATIONS

LC201y:

\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

\L an ds ca pe A rc h\

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/2 5/

2:

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0 1' 2' 4'

SCALE:1

320 NICHE UNIT FRONT ELEVATION

1/2" = 1' (30"x42" PAPER)

0 1' 2' 4'

SCALE:2

COLUMBARIUM END WALL ELEVATION

1/2" = 1' (30"x42" PAPER)

LC301

LC301

LC301

LC201

LC201

4 - A

LC301

0 1/2' 1' 1-1/2'

SCALE:4

COLUMBARIUM WALL MARKER

1-1/2" = 1' (30"x42" PAPER)

0 1' 2' 4'

SCALE:6

CAP PLAN

1/2" = 1' (30"x42" PAPER)

0 1/2' 1' 1-1/2'

SCALE:7

CAP A & B DETAIL

1-1/2" = 1' (30"x42" PAPER)

LC201

0 3" 6" 9"

SCALE:8

CAP DRIP DETAIL

3" = 1' (30"x42" PAPER)

0 1' 2' 4'

SCALE:5

COLUMBARIUM WALL STONE PATTERN

1/2" = 1' (30"x42" PAPER)

LC301

4 - A

LC301

4 - B

LC301

LC201

4 - B

LC301

LC201

LC301

LC301

LC501

LC501

4 - A

LC301

4 - B

LC301

CHC JDL

SCALE:10

CAP C DETAIL

1/2" = 1' (30"x42" PAPER)

0 1/2' 1' 1-1/2'

LC501

262194

5' -8

1 4"

2' -1

0" 2'

-1 0"

2" 115

8"

2" JOINT

B - END WALL

1' -8

1 8" 1'

-1 7 8"

1' -8

1 8" 1'

-1 7 8"

ROW MARKER

STONE TYPE 1

VENEER

CIP CONC

FOUNDATION

WALL

2" EXPANSION

JOINT

PEA GRAVEL

FLOWER STRIP

CONC. PAVEMENT

NICHE COVER

PRECAST

COLUMBARIUM

UNITS

3"

4"

2"

AIR

GAP

1'-11 8"

STONE TYPE 1 VENEER

CIP CONC

FOUNDATION WALL

SS MASONRY ANCHOR, TYP.

2'-0 5 16"

TML

68.62'

2" AIR GAP

4"

4'-05 8"

STONE TYPE 1 CAP (A

OR B) SEE 6/LC201

STONE TYPE 1 CAP - C

(BEHIND) SEE 6/LC201

CONTINUOUS SELF-ADHESIVE

EPDM MEMBRANE, OVERLAP 3",

TERMINATE AT SEALANT. SET

STONE CAP IN MORTAR/GROUT

BED, AS PER STONE AND PRECAST

COLUMBARIA MANUFACTURERS

REQUIREMENTS AND

RECOMMENDATIONS.

PEA GRAVEL

FLOWER STRIP

WRAPPED IN

GEOTEXTILE

FABRIC

2" EXPANSION JOINT

(BEYOND)

2"

END WALL (BEHIND)

GRID

LC501

LC501

EMBED 3" SS 3/8" DIA DOWEL

W/ 2 PART EPOXY, TYP.

2'-0 5 16"

CIP CONC

FOOTING, SEE

STRUCTURALSEE STRUCTURAL

S E

E S

TR

U

C

TU

R A

L

STONE TYPE 1 CAP - C

SEE 6/LC201

CONTINUOUS SELF-ADHESIVE

EPDM MEMBRANE, OVERLAP 3",

TERMINATE AT SEALANT. SET

STONE CAP IN MORTAR/GROUT

BED, AS PER STONE AND PRECAST

COLUMBARIA MANUFACTURERS

REQUIREMENTS AND

RECOMMENDATIONS.

1'-33 8"

5'-81 4"

2'-101 8" 2'-101

8"

STONE TYPE 1 VENEER

3'-15 8"

CIP CONC

FOUNDATION WALL

SS MASONRY ANCHOR, TYP.

2" AIR GAP

1'-13 4"

2" EXPANSION JOINT

TML

68.62'

GRID

EMBED 3" SS 3/8" DIA DOWEL

W/ 2 PART EPOXY, TYP.

7' -3

5 8" 1'

-4 5 8"

8" JOINT

8" JOINT

LC501

3" MIN. ,TYP.

SEE STRUCTURAL

CIP CONC

FOOTING, SEE

STRUCTURAL

4" PERFORATED HDPE PIPE,

TIE INTO AREA INLETS, SEE

L10.07-L10.09 FOR INV.

ELEVATIONS

S E

E S

TR

U

C

TU

R A

L 2"

STONE TYPE 1 CAP (A

OR B) SEE 6/LC201

1'-10" 1'-10"

1'-81 2" 1'-81

2"

1'-21 8" 3'-5"

CONTINUOUS SELF-ADHESIVE

EPDM MEMBRANE, OVERLAP 3",

TERMINATE AT SEALANT. SET

STONE CAP IN MORTAR/GROUT

BED, AS PER STONE AND PRECAST

COLUMBARIA MANUFACTURERS

REQUIREMENTS AND

RECOMMENDATIONS.1

2" JOINT

NICHE COVER

PRECAST CONCRETE

NICHE UNIT

INDEX WALL (BEHIND)

END WALL (BEHIND)

55 8" 7'

8" JOINT

8" JOINT

STONE TYPE 1 CAP - C

(BEHIND) SEE 6/LC201

GRID

LC501

LC301

TSW

68.95'

7' -6

1' -0

3 8"

4" PERFORATED HDPE PIPE,

TIE INTO AREA INLETS, SEE

LC107-LC109 FOR INV.

ELEVATIONS

S E

E S

TR

U

C

TU

R A

L

SEE STRUCTURAL

PEA GRAVEL

FLOWER STRIP

WRAPPED IN

GEOTEXTILE

FABRIC

CIP CONC

FOOTING, SEE

STRUCTURAL

THICKENED EDGE

CONCRETE SIDEWALK

2" EXPANSION JOINT (BEYOND)

TOC

75.98'

BACKER ROD & SEALANT,

HORIZONTAL CELL VENT AT

EACH PRECAST NICHE UNIT /

NATURAL STONE JUNCTION

MARBLE NICHE COVER

PRECAST COLUMBARIA UNIT

EXPOSED CONC.

STEM WALL

PEA GRAVEL

FLOWER STRIP

CONC. SIDE WALK

SHIMS - USE AS

NECESSARY

NON-SHRINK

GROUT,

TYP

STAINLESS STEEL ANCHOR BOLTS &

WASHER. LOCATE AND SPACE PER

PRECAST COLUMBARIA

MANUFACTURE STRUCTURAL

REQUIREMENTS 13

4"

GEOTEXTILE FABRIC

A - END WALL

5' -8

1 4"

1' -4

3 4" 2'

-1 0"

1' -4

3 4"

ROW MARKER

STONE TYPE 1

VENEER

CIP CONC

FOUNDATION

WALL

2" EXPANSION

JOINT

PEA GRAVEL

FLOWER STRIP

CONC. PAVEMENT

NICHE COVER

PRECAST

COLUMBARIUM

UNITS

2" 115

8"

2" JOINT

3"

4"

2"

AIR

GAP

1'-11 8"

STONE TYPE 1 VENEER

C.I.P. CONC.

FOUNDATION WALL

2"

1' -1

7 8"

2"

AIR GAP

2" EXPANSION JOINT

3' -1

5 8"

PEA GRAVEL

FLOWER STRIP

CONC. PAVEMENT

NICHE COVER

PRECAST

COLUMBARIUM UNITS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

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

Irrigation:

Aqua Engineering, Inc.

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

Cost Estimating:

CPMI, Inc.

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

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

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

OF

06 / 27 / 2018

COLUMBARIUM SECTIONS

LC301y:

\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

\L an ds ca pe A rc h\

6_ C

O L_

D E

TA

IL

S .d w g

/2 5/

2:

P

M

0 1' 2' 4'

SCALE:4

COLUMBARIUM END WALL PLAN

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

0 1/2' 1' 2'

SCALE:1

DOUBLE SIDED COLUMBARIUM NICHE SECTION

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

0 1/2' 1' 2'

SCALE:2

DOUBLE SIDED COLUMBARIUM INDEX PANEL SECTION

1" = 1' (30"x42" PAPER) SCALE:3

DOUBLE SIDED COLUMBARIUM DIVIDER WALL SECTION

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

0 1/2' 1' 2'

0 3" 6" 9"

SCALE:6

COLUMBARIUM BASE DETAIL, TYP.

3" = 1' (30"x42" PAPER)

0 1' 2' 4'

SCALE:5

COLUMBARIUM DIVIDER WALL PLAN

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

CHC JDL 262195

STONE TYPE 1 CAP - C

STONE TYPE 1 CAP - A

BACKER ROD AND SEALANT

STONE TYPE 1 VENEER

1-1/2" AIR GAP

C.I.P. CONC. BACK-UP

SELF-ADHERING EPDM

MEMB, OVERLAP 3", ON

SIDES OF CIP CONC. WALL

SHIMS AS NECESSARY

SET STONE CAP IN

MORTAR /GROUT BED -

AS PER STONE AND

PRECAST COLUMBARIA

MANUFACTURER'S

REQUIREMENTS AND

RECOMMENDATIONS

EMBED 3" SS 3/8" DIA.

DOWEL WITH 2 PART

EPOXY

SS MASONRY ANCHOR

2"

3"

STONE TYPE 1 VENEER

BACKER

ROD

MORTAR MESH IN 1-1/2"

AIR GAP, 24" HT. MIN.

SS MASONRY ANCHOR

SEALANT

SS DRIP

THRU-WALL

FLASHING

SS CONT. METAL

TERMINATION BAR

DAMP PROOFING, SEE

3/LC501

C.I.P. CONC. BACK-UP

1'-33 8"

CELL VENT AT EACH

BOTTOM JOINT

2' -0

1 2"

2"

EXPANSION

JOINT

STONE TYPE 1 VENEER

C.I.P. CONC. BACK-UP

2' -1

1 2"

DAMP PROOF

MASONRY LEDGE

DAMP PROOFING TO

COVER UNEXPOSED

STONE AND CONC

SURFACES

NOTE:

1) PROVIDE ALL DAMP PROOFING IN FULL ACCORDANCE OF SECTION II FROM THE

INDIANA INSTITUTE HANDBOOK, 22ND EDITION.

2) ADDITIONAL WALL COMPONENTS NOT SHOWN FOR CLARITY. SEE 2/LC501 & 4/LC501.

VARIES, SEE PLAN

BACKER ROD &

SEALANT AT JOINT

STONE TYPE 1 VENEER

END OR DIVIDER WALL

1-1/2" AIR GAP

C.I.P. CONC. BACK-UP

3 8"

SHIMS AS NECESSARY

SET STONE CAP IN

MORTAR /GROUT BED -

AS PER STONE AND

PRECAST COLUMBARIA

MANUFACTURER'S

REQUIREMENTS AND

RECOMMENDATIONS

SELF-ADHERING EPDM

MEMB, OVERLAP 3",

ON SIDES OF CIP

CONC. WALL

VERTICAL CELL

VENT, BEYOND

STONE TYPE 1 VENEER

BACKER ROD

MORTAR MESH IN 1-1/2"

AIR GAP, 24" HT. MIN.

SS MASONRY ANCHOR

SEALANT

SS DRIP

THRU-WALL

FLASHING

SS CONT. METAL

TERMINATION BAR

DAMP PROOFING

C.I.P. CONC. BACK UP

CELL VENT, AT EACH

BOTTOM JOINT

PEA GRAVEL

FLOWER STRIP

CONC.

SIDEWALK

4"

2' -0

1 2"

STONE TYPE 1 CAP - C

SEE DETAIL 6/LC201

STONE TYPE 1 CAP (A OR B)

SEE DETAIL 6/LC201

BACKER ROD & SEALANT

SELF ADHERING EPDM

MEM, OVERLAP 3" ON

SIDES OF C.I.P. CONC.

WALL

PRECAST NICHE UNIT

C.I.P. CONC.

SS WELD PLATE - SET

FLUSH WITH PRECAST

NICHE - WELD TO SS

STUD ANCHOR

SHIMS - USE AS

NECESSARY

SS STUD ANCHOR

PLATE. SET FLUSH WITH

BACK OF C.I.P. CONC.

SEE STRUCTURAL.

STONE TYPE 1 CAP - SEE

6/LC201

BACKER ROD & SEALANT,

HORIZONTAL CELL VENT

AT EACH NATURAL

STONE CAP JOINT

FACE OF WALL (BEHIND)

PLASTIC SHIMS AS

NECESSARY

SET STONE CAP IN MORTAR

/GROUT BED - AS PER STONE

AND PRECAST COLUMBARIA

MANUFACTURER'S

REQUIREMENTS AND

RECOMMENDATIONS

SELF-ADHERING EPDM

MEMB, OVERLAP 3", ON

SIDES OF CIP CONC. WALL

PRECAST

COLUMBARIUM UNIT

DRIP, SEE 8/LC201

FIELD DRILL AT LOCATION AS PER

PRECAST COLUMBARIA AND

NATURAL STONE

MANUFACTURER/SUPPLIER,

EPOXY STAINLESS STEEL PIN

IN-PLACE

8"

8"

SS STUD

ANCHOR PLATE.

SET FLUSH WITH

BACK OF C.I.P.

CONC. SEE

STRUCTURAL.

SS WELD PLATE -

SET FLUSH WITH

PRECAST NICHE

- WELD TO SS

STUD ANCHOR

STONE TYPE 1 CAP A

SEE DETAIL 6/LC201

C.I.P. CONC.

WALL

PRECAST NICHE

UNIT

SELF ADHERING EPDM

MEM, OVERLAP 3" ON

SIDES OF C.I.P. CONC.

WALL

SHIMS - USE AS

NECESSARY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

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

Irrigation:

Aqua Engineering, Inc.

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

Cost Estimating:

CPMI, Inc.

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

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

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

OF

06 / 27 / 2018

COLUMBARIUM DETAILS 2

LC501y:

\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

\L an ds ca pe A rc h\

6_ C

O L_

D E

TA

IL

S .d w g

/2 5/

2:

P

M

0 3" 6" 9"

SCALE:2

TYP. WALL FLASHING AT STONE VENEER

3" = 1'-0" (30"x42" PAPER)

0 3" 6" 9"

SCALE:3

TYP. DAMP-PROOFING AT STONE VENEER

3" = 1'-0" (30"x42" PAPER)

0 3" 6" 9"

SCALE:5

CAP SETTING DETAIL

3" = 1'-0" (30"x42" PAPER) SCALE:6

CAP SETTING DETAIL

3" = 1'-0" (30"x42" PAPER)

0 3" 6" 9"

LC501

0 3" 6" 9"

SCALE:4

TYP. WALL FLASHING AT INDEX PANEL

3" = 1'-0" (30"x42" PAPER)

SCALE:7

DIVIDER WALL / NICHE CONNECTION

3" = 1'-0" (30"x42" PAPER)

0 3" 6" 9"

0 3" 6" 9"

SCALE:1

CAP OVER COLUMBARIUM DETAIL

3" = 1' (30"x42" PAPER)

CHC JDL

SCALE:8

END WALL / NICHE CONNECTION

3" = 1'-0" (30"x42" PAPER)

0 3" 6" 9"

262196

PRECAST UNIT

BOTTOM OF

TYP. CONDITION

AT TOP &

1/4" DIA. HOLE CAST-IN-PLACE

TYP. CONDITION

AT INTERMEDIATE

PRECAST UNIT

SHELVES OF

EXPANSION BOLT, LOCK WASHER &

MOUNTING BRACKET (TYP)

THREADED ROD, LOCK WASHER &

NICHE COVER W/ PRE-DRILLED

ROSETTE & BOLT,

3/8" DIA. HOLES TO ACCEPT

ROSETTE & SPANNER HEAD

BOLT (TYP)

1/4" DIA. HOLE CAST-

HEX NUT (TYP.)

1/4" X 1 3/4" S.S.

IN-PLACE (TYP)

PLASTIC SHIMS (TYP)

HEX NUT (TYP)

1/4" X 3" S.S.

1/

4"

TY

P

1"

TYP.3/4" DIA. NEOPRENE WASHER

(TYP), BEHIND ROSETTE

RECESSED WELDPLATE;

STAINLESS STEEL, 14" MIN.

THICKNESS; ATTACH WITH WELD

PLATES SIDE TO SIDE, REAR TO

STEM WALL AND END TO PIER;

PROVIDE SHOP DRAWINGS.

ALIGN WEB CENTERLINES ON BACK

TO BACK NICHE UNITS. (TYP.)

2"

@FRONT

TYP.

PRE-CAST CONC. COLUMBARIUM

UNIT (TYP.); (STEEL REINFORCING

NOT SHOWN FOR CLARITY);

CONTRACTOR SHALL SUBMIT

SHOP DRAWINGS FOR APPROVAL

WITH PRECAST NATURAL STONE,

AND CAST-IN-PLACE

ATTACHMENTS

4"Ø HOLE

CAST-IN-PLACE

(TYP.)

2"

4"

@ BACK

2"

@ BACK,

TYP.

8" FROM

SIDE, TYP.

1'

℄ TO ℄

TYP.11

2"@

FRONT, TYP.

1' -1

0"

2" 1'

-8

C O

N C

. U N

IT

P

R E

-C A

S T

FA

C

E O

F

11 2"

FR

O N

T

7' -0

O

V E

R A

LL

H

E

IG

H T

1' -4

1 2"

TO

1' -3

F R

O N

T 11 2"

F

R O

N T

1'

℄ TO ℄

TYP.

11 2" @ F

R O

N T

4"

CONDITION

@ END

NOTES:

1. ALL EXPOSED CONCRETE

(NICHE FRONTS) SHALL BE

GROUT RUBBED.

2. RECESSED WELD PLATES

SIZE, NUMBER &

ATTACHMENT LOCATION

SHALL BE AS PER

MANUFACTURER'S

RECOMMENDATION.

PROVIDE SHOP DRAWINGS

FOR APPROVAL.

3. JOINTS BETWEEN UNITS

WHERE EXPOSED IN NICHE

UNIT SHALL BE CAULKED.

2"

(2) RECESSED WELDPLATES AT

EA. JOINT; STAINLESS STEEL, 14"

MIN. THICKNESS; PROVIDE

SHOP DRAWINGS

NICHE COVER

ATTACHMENT; SEE

PRE-CAST CONC.

COLUMBARIUM UNIT: TYPICAL

UNIT SHALL BE 5 NICHES HIGH

1'

℄ TO ℄

TYP.

2"

1'-10"

1' -2

1 2"

A T

B A

C K

TY

P

1'-8" TYP. 11 2"

F R

O N

T, TY

P

1' -3

F R

O N

T, TY

P

FIELD DRILL HOLE

FOR ANCHOR

HARDWARE (SEE

STRUCTURAL

DETAILS), TYP.

4"Ø HOLE

CAST-IN-PLACE

(TYP.)

5 NICHE HIGH PRECAST COLUMBARIUM UNIT

(SECTION WITHOUT NICHE COVERS)

5 NICHE HIGH PRECAST COLUMBARIUM UNIT

(PLAN WITHOUT NICHE COVERS)

5 NICHE HIGH PRECAST COLUMBARIUM UNIT

(ELEVATION WITHOUT NICHE COVERS)

8" JNT.

BACKER ROD AND SEALANT ALL

JOINTS INSIDE NICHE UNITS, TYP.

10"

TYP.

NATURAL STONE DIVIDER WALL or

CMU…