36C78619B0014-0001003.pdf

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

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F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

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83168

OREGON

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EXP. JUNE 30, 2019

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KEY NOTES

ALL WORK WITH THIS AREA SHALL BE

COMPLETED WITHIN 7 CALENDAR DAYS

FROM THE START OF WORK IN THIS ZONE.

CREMAINS/ URNS SHALL BE REMOVED

FROM ROW A WITHIN ALL COLUMBARIUM

WALLS BY THE CEMETERY PRIOR TO ANY

WORK. SUBMIT SCHEDULE TO COR FOR

APPROVAL.

ALL WORK IN THIS AREA SHALL

COMMENCE AFTER WORK IN ZONE 1 HAS

BEEN COMPLETED AND APPROVED BY

COR. WORK SHALL BE COMPLETED WITHIN

7 CALENDAR DAYS OF START OF WORK IN

THIS ZONE.

INSTALL 6' HEIGHT TEMPORARY FENCE ON

PAVEMENT SUPPORTS.

INSTALL TEMPORARY SIGNAGE PER NOTE

6 BELOW.

N

0 10' 20'

SCALE:

COLUMBARIUM PHASING

1" = 10' (30" x 42" PAPER SIZE)

NOTES

1) NO WORK ON THE EXISTING

COLUMBARIUM SHALL COMMENCE

PRIOR TO THE APPROVAL OF THE

REQUIRED MOCKUPS.

2) SEE C-201 COLUMBARIUM CAP

REPLACEMENT AND PAVEMENT

REPAIR FOR CAP REPLACEMENT AND

PAVEMENT REPAIR DETAILS.

3) ANY DAMAGE TO EXISTING

COLUMBARIUM AND MEMORIAL WALL

VENEER, NICHES, PRECAST

CONCRETE COURT PAVEMENTS, SITE

FURNISHINGS, LANDSCAPING

AND/OR IRRIGATION SHALL BE

RESTORED TO ITS ORIGINAL STATE

AT NO COST TO THE GOVERNMENT.

4) PROTECT EXISTING WORK TO

REMAIN WITH PLYWOOD FACING,

PLASTIC OR OTHER MEANS.

5) VISITORS WILL BE ACCOMMODATED

BY APPOINTMENT WITH CEMETERY

DIRECTOR. CONTRACTOR TO

COORDINATE SAFE ACCESS DURING

CONSTRUCTION.

6) PROFESSIONALLY PAINTED

TEMPORARY SIGNAGE SHALL BE

INSTALLED DURING CLOSURE.

COORDINATE EXACT LANGUAGE

WITH CEMETERY DIRECTOR.

- SUGGESTED MESSAGE: "AREA

TEMPORARILY CLOSED FOR

RENOVATION. CONTACT

CEMETERY DIRECTOR AT

541-826-2511 FOR ACCESS."

CAP REPLACEMENT ZONE 2

CAP REPLACEMENT ZONE 1

CAP REPLACEMENT ZONE 1

CAP REPLACEMENT ZONE 1

CAP REPLACEMENT ZONE 1

ZONE 1

ZONE 2

COLUMBARIUM PHASING

O-102

13JL JF

PUMP HOUSE

3'-3

7'-1 15 8

V

ETER

A N

S W A

Y

VE

TE

RA

NS

W

AY

VETERANS WAY

CENTENNAL

DRIVE

VE

TE

RA

NS

W

AY

PUMP HOUSE

3'-3

7'-1 15 8

LEGEND

PRECAST UNIT PAVER

INTEGRAL CONCRETE

BAND

FLOWER GRAVEL STRIP

COLUMBARIUM NICHES

BRICK VENEER WALL

SIGN

6' BENCH

TEMPORARY

CONSTRUCTION FENCE

TEMP. CONSTRUCTION

FENCE (ON PAVEMENT

SUPPORTS)

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

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F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

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EXP. JUNE 30, 2019

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0 80' 160'

SCALE:

SITE PLAN OVERALL

1" = 80' (30" x 42" PAPER SIZE)

C-103

C-104

C-102

C-105

NOTES

1. NOTIFY THE COR OF ANY LAYOUT

DISCREPANCIES SHOWN ON THIS PLAN FOR

SUPPLEMENTAL DIRECTIONS.

NEW CONSTRUCTION

ENTRANCE ROAD

C-106

C-106

SITE PLAN OVERALL

C-101

14JL JF

AutoCAD SHX Text J

AutoCAD SHX Text

PHONE

AutoCAD SHX Text J

AutoCAD SHX Text

PHONE

AutoCAD SHX Text D

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

42.48'

3.80'

33.54'5.14'

5.14' 17.21'

3.80'

26.15'

11.20'

21.18' 8.00'

5.14' 12.08'

3.80'

25.38'

" EXP. JOINT AT

COLUMN (TYP.)

5.14'

2.99'

51.53'

T

Y P

" EXP. JOINT AT

COLUMN (TYP.)

12.00'

3.80'

17.21' 5.14'

17.21'

5.14'

26.15'

21.01'

3.80'

34.31'

42.48'

" EXP. JOINT AT

COLUMN (TYP.)

20.97'

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N=579534.93 E=4158301.12

N=579534.93 E=4158279.50

N=579565.44 E=4158301.12

N=579565.44 E=4158322.73

N=579579.32 E=4158330.29

N=579600.88 E=4158330.33

N=579600.88 E=4158300.51

N=579601.54 E=4158283.90

N=579572.49 E=4158283.90

N=579554.59 E=4158263.58

N=579554.59 E=4158225.69

N=579523.75 E=4158225.69

N=579523.75 E=4158247.24

N=579535.53 E=4158262.97

N=579513.92 E=4158262.97

N=579492.30 E=4158262.97

N=579492.91 E=4158247.24

N=579492.98 E=4158225.69

COLUMN TYPE

'C' SEE 9/C-501

COLUMN TYPE

'E' SEE 11/C-501

COLUMN TYPE

'C' SEE 9/C-501

COLUMN TYPE

'A' SEE 7/C-501

COLUMN TYPE

'D' SEE 10/C-501

COLUMN TYPE

'A' SEE 7/C-501

COLUMN TYPE

'A' SEE 7/C-501

COLUMN TYPE

'F' SEE 9/C-503

COLUMN TYPE

'A' SEE 7/C-501

COLUMN TYPE

'A' SEE 7/C-501

COLUMN TYPE

'A' SEE 7/C-501

COLUMN TYPE

'A' SEE 7/C-501

COLUMN TYPE

'C' SEE 9/C-501

COLUMN TYPE

'A' SEE 7/C-501

COLUMN TYPE

'A' SEE 7/C-501

COLUMN TYPE

'B' SEE 8/C-501

COLUMN TYPE

'C' SEE 9/C-501

COLUMN TYPE

'A' SEE 7/C-501

LEGEND

PRECAST UNIT PAVER

INTEGRAL CONCRETE

BAND

FLOWER GRAVEL STRIP

COLUMBARIUM NICHES

BRICK VENEER WALL

SIGN

6' BENCH

TEMPORARY

CONSTRUCTION FENCE

TEMP. CONSTRUCTION

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

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83168

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EXP. JUNE 30, 2019

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0 10' 20'

SCALE:

COLUMBARIUM SITE PLAN & DIMENSIONING PLAN

1" = 10' (30" x 42" PAPER SIZE)

NOTES

M

A

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N

R

O

A

D

EXISTING

MEMORIAL WALL

EXISTING PHASE 1

COLUMBARIUM

NEW PHASE 2

COLUMBARIUM

NEW COLUMBARIUM SIGN

SEE 10/C-507

GRAVESITE SUMMARY

COLUMBARIUM NICHES

QTY.

COLUMBARIUM

1,336

1. CONCRETE UNIT PAVER PATTERN TO BE

ALIGNED AS SHOWN AND TO MINIMIZE

CUTTING. PAVERS TO BE SET TO MAINTAIN A

MINIMUM CUT PAVER OF

PAVER SIZE.

2. NOTIFY THE RESIDENT ENGINEER OF ANY

LAYOUT DISCREPANCIES SHOWN ON THIS

PLAN FOR SUPPLEMENTAL DIRECTIONS.

3. IN THE EVENT OF ANY DISCREPANCIES

BETWEEN THE CONTRACT DRAWING LAYOUT

AND DIMENSIONING AND FIELD CONDITIONS

NOTIFY RESIDENT ENGINEER IMMEDIATELY.

4. ALL CONTROL OF TRAFFIC REQUIRED TO

PERFORM WORK SHALL BE THE

CONTRACTOR'S RESPONSIBILITY IN

ACCORDANCE WITH LOCAL AND ODOT

STANDARDS AND SPECIFICATIONS.

CONTRACTOR SHALL COORDINATE ALL

TRAFFIC CONTROL MEASURES WITH

RESIDENT ENGINEER PRIOR TO

INSTALLATION.

5. SITE FURNISHINGS AND SIGNAGE

LOCATIONS SHALL BE FIELD APPROVED BY

THE RESIDENT ENGINEER PRIOR TO

INSTALLATION. LOCATION AND ORIENTATION

CHANGES WILL BE PROVIDED AT NO

ADDITIONAL COST TO THE OWNER.

6. REFER TO SHEET C-507 FOR SITE SIGNAGE.

7. CONSTRUCTION JOINTS (AS NEEDED) IN

PLAZA PAVING SHOULD BE PLACED AT

EXPANSION JOINTS LOCATIONS.

SAFETY SIGN, SEE 8/C-507

CONSTRUCTION SIGN, SEE 8/C-507

COLUMBARIUM SITE PLAN &

DIMENSIONING PLAN

C-102

15JL JF

EXPANSION JOINT

N

0 10' 20'

SCALE:

COLUMBARIUM STEM WALL ELEVATIONS PLAN

1" = 10' (30" x 42" PAPER SIZE)

TML:475.25

TSW:482.96

TSW:484.31

TSW:475.98

TML:475.25

TSW:475.98

TSW:482.96

TSW:484.31

TSW:484.31

TSW:484.31

TSW:482.96

TSW:484.31

TSW:475.98

TSW:482.96

TSW:484.31

TML:475.25

TSW:475.98

TSW:482.96

TSW:484.31

TSW:475.98

TSW:484.31

TSW:482.96

TSW:484.31

TSW:475.98

TML:475.05

TSW:482.79

TSW:475.73

TSW:484.11TSW:484.11

TML:475.05

TSW:482.79

TSW:475.73

TSW:484.11

TSW:484.11

TSW:482.79

TSW:475.73

TSW:484.11

TSW:484.11

TSW:482.79

TSW:475.73

TML:475.05

TSW:482.79

TSW:475.73

TSW:484.11

TSW:484.11

TML:475.05

TSW:482.79

TSW:475.73

TSW:479.69

TSW:475.41

TSW:480.37

TSW:479.69

TML:475.05

NOTES

TSM = TOP OF STEM WALL ELEVATION

TML = TOP OF MASONRY LEDGE ELEVATION

NEW

BENCH

NEW

BENCH

NEW

BENCH

AutoCAD SHX Text

AutoCAD SHX Text C-503

AutoCAD SHX Text

AutoCAD SHX Text C-503

AutoCAD SHX Text

C-501

LEGEND

PRECAST UNIT PAVER

INTEGRAL CONCRETE

BAND

FLOWER GRAVEL STRIP

COLUMBARIUM NICHES

BRICK VENEER WALL

SIGN

6' BENCH

TEMPORARY

CONSTRUCTION FENCE

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

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EXP. JUNE 30, 2019

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SCALE:

COLUMBARIUM NUMBERING PLAN

1" = 10' (30" x 42" PAPER SIZE)

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1 2010

30110

40 50

100 120

MA A

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E D

F

F G G

H

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A

B

D

CI

C B

NOTES

1. NOTIFY THE RESIDENT ENGINEER OF ANY

LAYOUT DISCREPANCIES SHOWN ON THIS

PLAN FOR SUPPLEMENTAL DIRECTIONS.

2. IN THE EVENT OF ANY DISCREPANCIES

BETWEEN THE CONTRACT DRAWING LAYOUT

AND DIMENSIONING AND FIELD CONDITIONS

NOTIFY RESIDENT ENGINEER IMMEDIATELY.

MA

M

A

A

D

COLUMBARIUM NUMBERING PLAN

C-103

16JL JF

EXISTING IGC

SECTION 6

R

R

LEGEND

PRECAST UNIT PAVER

INTEGRAL CONCRETE

BAND

FLOWER GRAVEL STRIP

COLUMBARIUM NICHES

BRICK VENEER WALL

SIGN

6' BENCH

TEMPORARY

CONSTRUCTION FENCE

NEW IGC

SECTION 7

H

E

A

D

S

T

O

N

E

D

I

R

E

C

T

I

O

N

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

R

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83168

OREGON

G

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S

O

N

J

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EXP. JUNE 30, 2019

Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s

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SCALE:

GRAVESITE LAYOUT PLAN - SECTION 7

1" = 20' (30" x 42" PAPER SIZE)

EXISTING

AGGREGATE

SERVICE DRIVE

SIGNIFICANT

TREE TO REMAIN (MATURE TREE)

EXISTING FLOWER

WATERING STATION

FUTURE

CARILLON

OBSTRUCTED

GRAVESITES

SECTION 7

IN-GROUND CREMAINS (IGC) GRAVESITES

QTY.

IGC SECTION 7

1,476

INSTALL GRID

MONUMENTS

(TYP.)

SECTION

MARKER

SECTION

MARKER

NOTES

1. NOTIFY THE COR OF ANY LAYOUT

DISCREPANCIES SHOWN ON THIS PLAN FOR

SUPPLEMENTAL DIRECTIONS.

GRAVESITE SUMMARY

CONSTRUCTION ENTRANCE.

SEE SHEET D-105 & C-106 FOR MORE INFO.

E

X

I

S

T

I

G

F

R

C

E

M

A

I

N

M

A

A

D

C-507

C-507

C-507

' R

A D

IU

S

D R

IP

E

D G

E

GRAVESITE LAYOUT PLAN -

SECTION 7

C-104

17JL JF

INSTALL GRID

MONUMENTS

(TYP.)

C-507

T

Y

P

Y

P

14701471

1472147314741475

144614471448

14501451

14611462146314641465

14581459

11878

282242

364324

446406

528488

610570

692652

774734

856816

938898

11441145

12261227

13481309

11373

11070

14111372

13701331

13291290

12881249

12471208

12061167

11651126

11241085

10831044

10421003

1001962

140514061407

14091410

136413651366

13681369

132313241325

13271328

128212831284

12861287

124112421243

12451246

120012011202

12041205

115911601161

11631164

111811191120

11221123

107710781079

10811082

1035103610371038

10401041

665A

14251386

13841345

13431304

13021263

12611222

12201181

11791140

11381099

10971058

10561017

1015976

14201421142214231424

13791380138113821383

13381339134013411342

12971298129913001301

12561257125812591260

1215121612171218

14171418

13761377

13351336

12941295

12531254

12121213

11741175117611771178

11331134113511361137

10921093109410951096

10511052105310541055

10101011101210131014

11711172

11301131

10891090

10481049

10071008

965925

883843

842802

801761

760720

719679

678638

596556

555515

514474

473433

432392

391351

350310

309269

268228

186146

145105

10464

10868

14361437

13541355 13951396

12721273 13131314

11901191 12311232

11081109 11491150

10261027 10671068

945 985

863 903

781 821

699 739

617 657

535 575

453 493

371 411

289 329

207 247

125 165

43 83

14381439

47 167

46 126

211 331

210 290

9 49

537 577

578 618

579 659

12351236

12341195

1076 1157

992952

951911

910870

869829

828788

787747

746706

705665

664624

623583

582542

541501

500460

459419

418378

377337

336296

10701071

LEGEND

PRECAST UNIT PAVER

INTEGRAL CONCRETE

BAND

FLOWER GRAVEL STRIP

COLUMBARIUM NICHES

BRICK VENEER WALL

SIGN

6' BENCH

TEMPORARY

CONSTRUCTION FENCE

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

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0 10' 20'

SCALE:

GRAVESITE NUMBERING PLAN - SECTION 7

1" = 10' (30" x 42" PAPER SIZE)

SECTION MARKER

GRID MONUMENT

NOTES

1. NOTIFY THE COR OF ANY LAYOUT

DISCREPANCIES SHOWN ON THIS PLAN FOR

SUPPLEMENTAL DIRECTIONS.

SHADED AREA INDICATES

OBSTRUCTED GRAVE

SITES (MATURE TREE)

GRAVESITE NUMBERING PLAN -

SECTION 7

C-105

18JL JF

0+00

2+00

3+00

4+00

5+00

6+00

B

P

PC: 0+28.25

PC: 0+45.04

P

PT: 0+43.63

P

P T

R

R

R

LEGEND

PRECAST UNIT PAVER

INTEGRAL CONCRETE

BAND

FLOWER GRAVEL STRIP

COLUMBARIUM NICHES

BRICK VENEER WALL

SIGN

6' BENCH

TEMPORARY

CONSTRUCTION FENCE

13+06

7+00

E P

P C

P T

R

R

R

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

R

E

G

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S

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83168

OREGON

G

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EXP. JUNE 30, 2019

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0 20' 40'

SCALE:

CONSTRUCTION ENTRANCE PLAN - A

1" = 20' (30" x 42" PAPER SIZE)

SECTION MARKER

GRID MONUMENT

PROPERTY L

IN

E

P R

O P

E R

T Y

L

IN

E

M A

T C

H

L I N

E

M A

T C

H

L I N

E

N

0 20' 40'

SCALE:

CONSTRUCTION ENTRANCE PLAN - B

1" = 20' (30" x 42" PAPER SIZE)

2% T

O 4% C

ROSS S

LOPE

EXISTING

VEGETATED

GROUND

APPROVED SUBGRADE

WOVEN GEOTEXTILE FABRIC

12" COMPACTED

AGGREGATE BASE

NOTES

"CORE" ROADWAY SUBGRADE DOWN TO MAKE FINISH SURFACE

FLUSH WITH EXISTING GROUND

MAINTAIN CROSS DRAINAGE OVER ACCESS ROADWAY TO AVOID

CONCENTRATED FLOWS

REMOVE TREES & TRIM VEGETATION (BRANCHES) AS NEEDED TO

CONSTRUCT ACCESS ROAD AS SHOWN. REMOVAL INCIDENTAL TO

CONSTRUCTION WHETHER SPECIFICALLY SHOWN OR NOT.

GRADE TRANSITIONS TO EXISTING GROUND & RESTORE WITH 4"

TOP SOIL, SEED & MULCH.

SCALE:

CONSTRUCTION ACCESS ROUTE PROFILE

N.T.S

C

12'

4" TOPSOIL MIN.

C

LIGHT GRADING IN AREA AS

SHOWN. CUT DOWN EXISTING

BERM FOR GRADUAL SLOPE.

REMOVE GRAVEL FROM STA. 0+00 TO 2+00 AFTER CONSTRUCTION.

RESTORE WITH TOPSOIL, SOD & IRRIGATION, SEE L-106

CONSTRUCTION ENTRANCE PLAN

C-106

19GJ BF

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

14" PRESSURE PIPE

AutoCAD SHX Text

14" PRESSURE PIPE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SP

AutoCAD SHX Text

SP

AutoCAD SHX Text

SP

AutoCAD SHX Text

SP

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

SP

AutoCAD SHX Text

SP

AutoCAD SHX Text

SP

AutoCAD SHX Text

SP

AutoCAD SHX Text

SP

AutoCAD SHX Text

SP

AutoCAD SHX Text

SP

AutoCAD SHX Text

SP

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text S I G N

AutoCAD SHX Text

GATE

AutoCAD SHX Text H

AutoCAD SHX Text H

AutoCAD SHX Text

CO

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A02.01

AutoCAD SHX Text

SP

AutoCAD SHX Text

SP

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SP

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SP

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SP

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SP

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SP

S

LEGEND

PRECAST UNIT PAVER

INTEGRAL CONCRETE

BAND

FLOWER GRAVEL STRIP

COLUMBARIUM NICHES

BRICK VENEER WALL

SIGN

6' BENCH

TEMPORARY

CONSTRUCTION FENCE

TEMP. CONSTRUCTION

FENCE (ON PAVEMENT

SUPPORTS)

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

R

E

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S

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E

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83168

OREGON

G

A

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N

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J

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EXP. JUNE 30, 2019

Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s

S

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0 10' 20'

SCALE:

EXISTING COLUMBARIUM CAP REPLACEMENT & PAVEMENT REPAIRS

1" = 10' (30" x 42" PAPER SIZE)

1. INSTALL TEMPORARY FENCE TO ALLOW VISITATION IN ZONES OUTSIDE OF

CURRENT CONSTRUCTION PHASE. SEE O-102. PROTECT STRUCTURE &

MARKERS TO REMAIN WITH TEMPORARY PLYWOOD FACING, PLASTIC

SHEETING OR WITH OTHER MEANS NEEDED FOR PROTECTION.

2. REMOVE EXISTING PRECAST ARCHITECTURAL CONCRETE CAPS, BOTH

COLUMN & WALL FOR MEMORIAL WALL & COLUMBARIUM SECTIONS A-H.

3. REPLACE WITH CUT LIMESTONE CAPS INCLUDING FLASHING, SEALANT, AND

FASTENING.

4. SEE SHEET C-506 FOR ADDITIONAL CAP REPLACEMENT DETAILS.

EXISTING COLUMBARIUM CAP REPLACEMENT

NEW COLUMBARIUM

DEMOLITION NOTES

COLUMBARIUM CAP REPLACEMENT

1. ALL MATERIALS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE

CONTRACTOR AND SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL

STATE, LOCAL, AND FEDERAL GUIDELINES UNLESS OTHERWISE NOTED.

2. GREAT CARE SHALL BE TAKEN BY THE CONTRACTOR TO AVOID DAMAGE TO

EXISTING SITE ELEMENTS THAT ARE TO REMAIN. CONTRACTOR SHALL BE

RESPONSIBLE TO REPAIR AND/OR REPLACE ANY SITE ELEMENT THAT IS TO

REMAIN THAT IS DAMAGED BY CONSTRUCTION ACTIVITIES, INCLUDING ANY

REGRADING, FILLING HOLES, RESEEDING, ETC., NECESSARY TO REPAIR OR

REPLACE THE SITE ELEMENT AT NO ADDITIONAL COST TO THE OWNER.

CONTRACTOR SHALL NOT DISTURB EXISTING SITE OUTSIDE OF SILT FENCE AREA.

3. FOR PROTECTION OF UNDERGROUND UTILITIES THE CONTRACTOR SHALL CALL

THE OREGON UTILITY NOTIFICATION CENTER (1-800-332-2344) A MINIMUM OF FIVE

FULL WORKING DAYS (EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS) PRIOR

TO BEGINNING CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL EMPLOY

A PRIVATE LOCATE SERVICE TO LOCATE ALL UNDERGROUND UTILITIES.

4. ALL DEMOLITION AND REMOVAL ACTIVITY ADJACENT TO EXISTING UTILITIES SUCH

AS WATER SHUTOFFS, ELECTRICAL BOX, STORM/SEWER MANHOLES, WATER

MANHOLES, ETC SHALL BE IN SUCH A MANNER SO AS TO PROTECT EXISTING

UTILITIES THAT ARE TO REMAIN.

5. ALL EXISTING UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR IS RESPONSIBLE

FOR VERIFICATION OF ALL UTILITY INFORMATION AND COORDINATION WITH

SERVICE PROVIDERS.

6. CONTRACTOR TO SUPPLY, ERECT AND MAINTAIN TEMPORARY CONSTRUCTION

FENCING AS REQUIRED TO PROVIDE FOR THE PROTECTION OF THE GENERAL

PUBLIC AND EXISTING SITE FEATURES.

7. ALL CONTROL OF TRAFFIC REQUIRED TO PERFORM WORK SHALL BE THE

CONTRACTOR'S RESPONSIBILITY IN ACCORDANCE WITH LOCAL AND ODOT

STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL COORDINATE ALL

TRAFFIC CONTROL MEASURES WITH RESIDENT ENGINEER PRIOR TO

INSTALLATION.

MA A

E

E D

F

F G G

H

H

A

B

D

CI

C B

MA

M

A

A

D

COLUMBARIUM LETTER (TYP.)

REMOVE & REPLACE

CONCRETE BAND AND SLOPE

TOWARDS CATCH BASIN

C-507

REMOVE & REPLACE

CONCRETE BAND AND

SLOPE TOWARDS

CATCH BASIN

C-507

CAP REPLACEMENT ZONE 1

CAP REPLACEMENT

ZONE 2

CAP REPLACEMENT ZONE 1

EXISTING COLUMBARIUM CAP

REPLACEMENT & PAVEMENT REPAIRS

C-201

20JL JF

M

NATURAL STONE CAP

BRICK VENEER,

HEADER COURSE

BRICK VENEER,

RUNNING BOND

PATTERN, TYP.

NATURAL STONE

COLUMBARIUM

SECTION MARKER

NATURAL STONE BASE

FINISHED GRADE

6'-0

1 2

7 8

3 4

EXPOSED CONCRETE STEM

WALL - SACK RUB FINISH ON

ALL EXPOSED CONCRETE

STEP BRICK

1-

" AS SHOWN

" MORTAR JOINT,

CONCAVE FINISH

CAST-IN-PLACE

CONCRETE

BRICK VENEER

CAST-IN-PLACE

CONCRETE

BRICK VENEER

" JOINT, TYP.

C

L

C

L

C

L

C

L

C

L

C

L

DECORATIVE AGGREGATE

FLOWER STRIP

PRECAST

COLUMBARIUM UNIT

1 2

5 8

NATURAL STONE

BASE

VARIES; SEE PLAN VARIES; SEE PLAN

LENGTH VARIES DEPENDING ON NUMBER OF COLUMBARIUM COLUMNS (SEE PLANS)

V A

R I E

S

S

L A

N

1" AIR SPACE, TYP.

1/2" EXPANSION

JOINT, TYP.

" SEALED EXPANSION

JOINT BETWEEN STONE

CAP SECTIONS

" SEALED EXPANSION JOINT

BETWEEN STONE CAP SECTIONS

AND COLUMBARIUM COLUMNS

SLOPE OF

CAP, TYP.

VARIES

SEE DETAIL 1C-504

LENGTH VARIES DEPENDING ON NUMBER OF COLUMBARIUM COLUMNS (SEE PLANS)

V A

R I E

S

S E

E

D

E T

A I L

C

C

L

C

L

C

L

C

L

C

L

C

L

VARIES

SEE DETAIL 1C-504

" SEALED EXPANSION

JOINT BETWEEN STONE

CAP SECTIONS

" SEALED EXPANSION JOINT

BETWEEN STONE CAP SECTIONS

AND COLUMBARIUM COLUMNS

SLOPE OF

CAP, TYP.

VARIES

SEE DETAIL 1C-504

LENGTH VARIES DEPENDING ON NUMBER OF COLUMBARIUM COLUMNS (SEE PLANS)

V A

R I E

S

S E

E

D

E T

A I L

C

C

L

C

L

C

L

C

L

C

L

C

L

VARIES

SEE DETAIL 1C-504

" SEALED EXPANSION

JOINT BETWEEN STONE

CAP SECTIONS

" SEALED EXPANSION JOINT

BETWEEN STONE CAP SECTIONS

AND COLUMBARIUM COLUMNS

SLOPE OF

CAP, TYP.

VARIES

SEE DETAIL 1C-504

LENGTH VARIES DEPENDING ON NUMBER OF COLUMBARIUM COLUMNS (SEE PLANS)

V A

R I E

S

S E

E

D

E T

A I L

C

C

L

C

L

C

L

C

L

C

L

C

L

VARIES

SEE DETAIL 1C-504

NATURAL

STONE CAP

BRICK VENEER,

HEADER COURSE

BRICK VENEER,

RUNNING BOND

PATTERN, TYP.

NATURAL

STONE BASE

FINISHED GRADE

NATURAL

STONE CAP

BRICK VENEER,

HEADER COURSE

BRICK VENEER,

RUNNING BOND

PATTERN, TYP.

C

L

C

L

C

L

C

L

NATURAL STONE CAP

PRECAST CONCRETE UNIT PAVERS

NATURAL STONE BASE

CAST IN PLACE CONCRETE

(INTEGRAL COLOR)

CIP CONC. STEM WALL

CONT. SELF-ADHESIVE EPDM

MEMBRANE, OVERLAP 3" HOLD

MEMBRANE BACK

" FROM FACE,

SET STONE CAP IN MORTAR BED -

AS PER STONE AND PRECAST

COLUMBARIUM MANUFACTURER'S

REQUIREMENTS/RECOMMENDATIONS

5 8

1 2

6'-0

3'-7

18" DEPTH IMPORTED

GRANULAR FILL

CIP CONC., SEE

STRUCTURAL

BRICK VENEER

EMBED SS DOWEL IN CONC BACKUP

SS DOVETAIL MASONRY ANCHOR AT

ALL STEPS IN BRICK, TOP OF

NATURAL STONE BASE, BOTTOM OF

NATURAL STONE CAP, AND EVERY 4

COURSES MIN.

SS DRIP (UNDER EPDM) OVER

STEM WALL

5'-1

1 10 20

A

B

C

D

E

A

B

C

D

E

NATURAL STONE CAP

COLUMN MARKER

O.C. AT EVERY 10TH

COLUMBARIUM NICHE

COLUMN

PRE-CAST CONCRETE

COLUMBARIUM UNITS

NATURAL STONE CAP

BRICK VENEER,

HEADER COURSE

BRICK VENEER,

RUNNING BOND

PATTERN, TYP.

ROW MARKER

PLACED O.C. AT

BEGINNING & END OF

COLUMBARIUM NICHES

WALL ONLY

NATURAL STONE BASE

FINISHED GRADE

ROW MARKER - O.C. ON

COLUMBARIUM NICHES

8'-1

" TYP. 8'-1

" TYP. 8'-1

" TYP.

"7

CAST-IN-PLACE STEM WALL

C

L

C

L

1'-0

"1'-11

8"

4"

1'-1

1 2

1'-2

1'-9

C

L

C

L

1'-1

"1'-9

"1'-11

"7

1'-2

1 2

1 2

5 8

1 2

C

L

C

L

1'-11

" 1'-11

"1'-0

" 1'-0

1 2

C

L

2'-3

2'-3

1'-5

" 1'-5

" 9

"9

"1'-0

" 1'-0

1 2

5 8

1 2

NATURAL STONE CAP

PRE-CAST CONCRETE

COLUMBARIUM UNITS

SET PRE-CAST CONCRETE

COLUMBARIUM UNITS IN PLACE

USING SHIMS AND NICHE SETTING

BED MORTAR/GROUT. MAINTAIN

LEVEL SETTING AND PLUMB FACE,

1/16" MINIMUM TO 1/8" MAXIMUM

VISIBLE JOINT SEALANT

CONTINUOUS ALL SIDES OF WALL

PRECAST CONCRETE

UNIT PAVERS

NATURAL

STONE BASE

CAST IN PLACE

CONCRETE (INTEGRAL

COLOR)

CIP CONCRETE

STEM WALL

3'-11

1'-2

4'-2

18" DEPTH IMPORTED

GRANULAR FILL

CIP CONCRETE FOOTING,

SEE STRUCTURAL

WRAP GRANULAR DRAINAGE

BACKFILL W/GEOTEXTILE FABRIC.

OVERLAP @ TOP 6" MIN.

4" HDPE PERFORATED

UNDERDRAIN - SLOPE @ 0.5% MIN.

1 2

2'-8

C

L

C

L

C

L

1'-3

5 8

"9

1'-1

1 2

3'-9

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

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83168

OREGON

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O

N

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EXP. JUNE 30, 2019

Stamp

COLUMBARIUM 5 NICHE HIGH

DETAILS 1

y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s

S

H E

E T

S C

C

O L U

M B

A R

I U

M

D

E T

A I L S d

P

M

C-501

21JL JF

SCALE:

COLUMBARIUM 5 HIGH BACK ELEVATION

3/8" = 1' SCALE:

5 HIGH END COLUMN ELEVATION

3/8" = 1'

0 2' 4' 6' 0 2' 4' 6'

SCALE:

COLUMBARIUM 5 HIGH PLAN

3/8" = 1'

SCALE:

COLUMBARIUM 5 HIGH CAP PLAN

3/8" = 1'

0 2' 4' 6'

0 2' 4' 6'

SCALE:

COLUMBARIUM 5 HIGH FRONT ELEVATION

3/8" = 1'

0 2' 4' 6'

C-501

C-501

SCALE:

5 HIGH END COLUMN SECTION

3/8" = 1'

0 2' 4' 6'

C-501

C-501

C-501

C-501

SCALE:

COLUMBARIUM 5 HIGH

CORNER - TYPE 'B'

1/2" = 1' SCALE:

COLUMBARIUM 5 HIGH

CORNER - TYPE 'C'

1/2" = 1' SCALE:

COLUMBARIUM 5 HIGH

CENTER COLUMN - TYPE 'D'

1/2" = 1' SCALE:

COLUMBARIUM 5 HIGH TO 3 HIGH

CENTER COLUMN - TYPE 'E'

1/2" = 1'

0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'

C-501

C-501

NATURAL STONE

BASE (BELOW)

BRICK VENEER

CIP CONC.

STEM WALL

DECORATIVE

GRAVEL

STRIP

PRE-CAST CONCRETE COLUMBARIUM

UNITS (REFER TO LAYOUT PLAN FOR

NUMBER OF UNITS)

BRICK VENEER

NATURAL STONE

BASE (BELOW)

CIP CONC.

STEM WALL

DECORATIVE

GRAVEL STRIP

PRE-CAST CONCRETE COLUMBARIUM

UNITS (REFER TO LAYOUT PLAN FOR

NUMBER OF UNITS)

NATURAL STONE

BASE (BELOW)

CIP CONC.

STEM WALL

PRE-CAST CONCRETE

COLUMBARIUM UNITS

(REFER TO LAYOUT

PLAN FOR NUMBER OF

UNITS)

DECORATIVE

GRAVEL STRIP

DECORATIVE

GRAVEL STRIP

PRE-CAST CONCRETE

COLUMBARIUM UNITS

(REFER TO LAYOUT PLAN

FOR NUMBER OF UNITS)

NATURAL STONE

BASE (BELOW)

CIP CONC. STEM WALL

BRICK VENEER

SCALE:

5 HIGH NICHE WALL SECTION

3/8" = 1'

0 2' 4' 6'

SCALE:

COLUMBARIUM 5 HIGH

END COLUMN - TYPE 'A'

1/2" = 1'

0 1' 2' 4'

DECORATIVE GRAVEL STRIP

PRE-CAST CONCRETE

COLUMBARIUM UNITS

(REFER TO LAYOUT PLAN

FOR NUMBER OF UNITS)

CIP CONC.

STEM WALL

NATURAL STONE

BASE (BELOW)

BRICK VENEER

" EXPANSION JOINT

BETWEEN COLUMN &

CONCRETE PLAZA

" EXPANSION

JOINT BETWEEN

COLUMN &

CONCRETE

PLAZA

" EXPANSION JOINT

BETWEEN COLUMN &

CONCRETE PLAZA

8'-1

" 8'-1

8'-8

" 8'-1

" 8'-8

C-502

C-502

C-502

C-502

C-501

C-501

C-501

BRICK VENEER

BRICK VENEER

SS DOVETAIL

MASONRY ANCHOR AT ALL

STEPS IN BRICK, TOP OF

BASE, BOTTOM CAP, AND

EVERY 4 COURSES, MIN.

FINISH GRADE

CONCRETE BAND

" EXPANSION JOINT

CONCRETE UNIT

PAVERS

CIP CONC. STEM WALL

NATURAL STONE BASE

1'-0"

" 9

B

C

BRICK VENEER

SS DOVETAIL

MASONRY ANCHOR AT ALL

STEPS IN BRICK, TOP OF

BASE, BOTTOM CAP, AND

EVERY 4 COURSES, MIN.

FINISH GRADE

CIP CONC. STEM WALL

NATURAL STONE BASE

FINISH GRADE

CONCRETE BAND

CONCRETE UNIT

PAVERS

11" 1'-0"

M

I N

V A

R I E

S

WRAP GRANULAR DRAINAGE BACKFILL

W/GEOTEXTILE FABRIC. OVERLAP @ TOP 6" MIN.

4" HDPE PERFORATED

UNDERDRAIN - SLOPE @ 0.5% MIN.

MARBLE NICHE COVERS

CONCRETE BAND

DECORATIVE AGGREGATE, 3"

DEPTH MIN.

CONCRETE UNIT

PAVERS

CIP CONC. STEM WALL

NATURAL STONE BASE

PRE-CAST CONCRETE

COLUMBARIUM UNITS

SS DOVETAIL

MASONRY ANCHOR

1" AIR SPACE, TYP.

BRICK VENEER

11"1'-0"

GRANULAR DRAINAGE BACKFILL

M

I N

V A

R I E

S

WRAP GRANULAR DRAINAGE BACKFILL

W/GEOTEXTILE FABRIC. OVERLAP @ TOP 6" MIN.

4" HDPE PERFORATED

UNDERDRAIN - SLOPE @ 0.5% MIN.

ANCHOR PRECAST NICHE TO CIP

STEM WALL PER MANUFACTURER

RECOMMENDATIONS

4'-2

C

L

C

L

2'-1

" 2'-1

1 4

1 4

5 8

1"

2"

2"

" SEALANT

w/BACKER ROD

MARBLE NICHE COVERS

ANCHOR CAP INTO CIP CONC.

STEM WALL

PRE-CAST CONCRETE

COLUMBARIUM UNITS

SS DOVETAIL MASONRY

ANCHOR AT STEP IN

BRICK, TYP.

CIP CONC. STEM WALL

1" AIR SPACE, TYP.

1"

BRICK VENEER

CONT. SELF

ADHESIVE EPDM

SS DRIP (UNDER EPDM)

OVER STEM WALL 1" MIN.

6'-0

C

L

C

L

2'-4

"8

" 2'-4

" 8

BRICK VENEER

EMBED SS DOWEL IN CIP

CONC. STEM WALL

CIP CONC. STEM WALL

SS DOVETAIL MASONRY

ANCHOR AT STEP IN BRICK, TYP.

" SEALANT

w/BACKER ROD

CONT. SELF ADHESIVE EPDM

SS DRIP (UNDER EPDM)

OVER STEM WALL

5 8

1 2

1"

1 2

5 8

R

1"

5 8

1 4

1"1"1"

1"

"1"1"1"

"2

R

1"

5 8

1 4

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

R

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I

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PR

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83168

OREGON

G

A

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O

N

J

U

L

Y

EXP. JUNE 30, 2019

Stamp

COLUMBARIUM 5 NICHE HIGH

DETAILS 2

y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s

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H E

E T

S C

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O L U

M B

A R

I U

M

D

E T

A I L S d

P

M

0 1/2' 1' 2'

C-502

22JL JF

SCALE:

5 HIGH COLUMN CAP SECTION

1" = 1'

0 1/2' 1' 2'

SCALE:

5 HIGH TO 3 HIGH NICHE WALL & COLUMN BASE SECTION

1" = 1'

0 1/2' 1' 2'

SCALE:

5 HIGH NICHE WALL BASE SECTION

1" = 1'

0 1/2' 1' 2'

SCALE:

5 HIGH NICHE WALL CAP SECTION

1" = 1'

0 1/2' 1' 2'

SCALE:

5 HIGH COLUMN BASE SECTION

1" = 1'

C-504

C-504

C-502

C-502

C-505

0 3" 6" 9" 0 3" 6" 9"

SCALE:

5 HIGH NICHE FRONT WALL BASE

3" = 1' SCALE:

5 HIGH NICHE BACK WALL BASE

3" = 1'

CELL VENT, (BEYOND)

@ EACH JOINT

CIP CONC - SACK RUB FINISH

ON ALL EXPOSED CONC.

THRU-WALL

FLASHING

BACKER ROD

MORTAR MESH

IN 1" AIRSPACE

CELL VENT,

(BEYOND)

SS CONT. METAL

TERMINATION BAR

SEALANT

C-502

0 3" 6" 9"

SCALE:

5 HIGH COLUMN BASE

3" = 1'

SS CONT. METAL

TERMINATION BAR

SEALANT

THRU-WALL FLASHING

BACKER ROD

MORTAR MESH IN AIRSPACE

CELL VENT, (BEYOND) @

EACH JOINT BETWEEN

NATURAL STONE BASE

C-502

C-502

C-503

3 8

7 8

SS DRIP

BRICK VENEER

CIP CONC.

STEM WALL

SS DOVETAIL MASONRY

ANCHOR, TYP.

5 8

SS DRIP

BRICK VENEER

SS DOVETAIL MASONRY

ANCHOR, TYP.

" FULL DEPTH MORTAR JOINT,

CONCAVE FINISH, TYP.

NATURAL STONE BASE

" SEALANT w/BACKER ROD

CELL VENT, (HORIZONTAL) @

EACH PRECAST & PRECAST /

BRICK JUNCTION

MORTAR, TYP.

SET PRE-CAST CONCRETE COLUMBARIUM

UNITS IN PLACE USING SHIMS AND NICHE

SETTING BED MORTAR/GROUT. MAINTAIN

LEVEL SETTING AND PLUMB FACE.

DAMP PROOF TO COVER

UNEXPOSED STONE AND CONC

SURFACES FOR STONE BASE

UNDER NICHES, TYP.

CIP CONC - SACK RUB FINISH

ON ALL EXPOSED CONC.

CIP CONC - SACK RUB FINISH

ON ALL EXPOSED CONC.

B

C

A

B

C

L

NATURAL

STONE CAP

COLUMN MARKER - CENTERED

ON COLUMBARIUM NICHES -AT

EVERY 10TH COLUMN

NATURAL STONE CAP

BRICK VENEER,

HEADER COURSE

BRICK VENEER,

RUNNING BOND

PATTERN, TYP.

ROW MARKER - CENTERED ON

COLUMBARIUM NICHES PLACED AT

BEGINNING AND END OF WALL ONLY

NATURAL STONE BASE

FINISHED GRADE

PRE-CAST CONCRETE

COLUMBARIUM UNITS

NATURAL STONE CAP

BRICK VENEER,

HEADER COURSE

BRICK VENEER,

RUNNING BOND

PATTERN, TYP.

NATURAL STONE

COLUMBARIUM

SECTION MARKER

NATURAL STONE BASE

FINISHED GRADE

EXPANSION JOINT, TYP.

EMBED SS DOWEL IN CIP CONC. STEM WALL

NATURAL STONE CAP

SS DRIP (UNDER EPDM) OVER STEM WALL

STEP BRICK 1- 5/16" AS SHOWN

MASONRY ANCHOR AT ALL STEPS IN BRICK,

TOP OF NATURAL STONE BASE, BOTTOM OF

NATURALS STONE CAP, AND EVERY 4

COURSES, MIN.

STEP BRICK 1- 1/2" AS SHOWN

CIP CONC. STEM WALL

PRE-CAST CONCRETE

COLUMBARIUM UNITS

PRECAST CONCRETE

UNIT PAVERS

NATURAL STONE BASE

CAST IN PLACE CONCRETE

(INTEGRAL COLOR)

CIP CONC.

STEM WALL

3'-1"

CONCRETE UNIT

PAVERS

CAST IN PLACE CONCRETE (INTEGRAL COLOR)

NATURAL STONE BASE

3 8

5'-9

1 2

1 2

3 8

WRAP GRANULAR DRAINAGE

BACKFILL W/GEOTEXTILE

FABRIC. OVERLAP @ TOP 6" MIN.

4" HDPE PERFORATED

UNDERDRAIN - SLOPE @ 0.5% MIN.

EXPOSED CONCRETE STEM

WALL. SACK RUB FINISH ON

ALL EXPOSED CONC.

NATURAL STONE CAP

CONT. SELF-ADHESIVE EPDM MEMBRANE,

OVERLAP 3" HOLD MEMBRANE BACK

" FROM

FACE, SET STONE CAP IN MORTAR BED - AS PER

STONE AND PRECAST COLUMBARIUM

MANUFACTURER'S

REQUIREMENTS/RECOMMENDATIONS

1 8

3 8

6'-8

3 8

L

NATURAL

STONE CAP

BRICK VENEER,

HEADER COURSE

BRICK VENEER,

RUNNING BOND

PATTERN, TYP.

NATURAL

STONE BASE

FINISHED

GRADE

NATURAL STONE CAP

BRICK VENEER,

HEADER COURSE

BRICK VENEER, RUNNING BOND

PATTERN, TYP.

NATURAL STONE BASE

NATURAL STONE COLUMBARIUM

SECTION MARKER

NATURAL STONE

COLUMBARIUM

SECTION MARKER

20 30 40 80 90

A

B

C

D

E

A

B

C

D

E

A

B

C

D

E

A

B

C

D

E

NATURAL STONE CAP

COLUMN MARKER - CENTERED

ON COLUMBARIUM NICHES -AT

EVERY 10TH COLUMN

PRE-CAST CONCRETE

COLUMBARIUM UNITS

ROW MARKER - CENTERED

ON COLUMBARIUM NICHES

L

L

ANCHOR NATURAL STONE CAP INTO CIP

CONCRETE w/ 6"x

" DIA. EPOXY COATED

DOWEL w/ NON-SHRINK GROUT, 4 PER CAP

NATURAL STONE CAP

METAL FLASHING

STEP BRICK 1- 5/16" AS SHOWN

MASONRY ANCHOR AT ALL STEPS IN BRICK,

TOP OF NATURAL STONE BASE, BOTTOM OF

NATURALS STONE CAP, AND EVERY 4

COURSES, MIN.

CIP CONCRETE STEM WALL

PRE-CAST CONCRETE

COLUMBARIUM UNITS

6'-0

1 2

4'-9"

3'-8

NATURAL STONE CAP

1'-0

3 8

3 8

7 8

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

2'-1

2'-1

1'-5

"1'-5

8" 8"

" 9

" 2

3 8

1 2

7 8

1"

1 2

3 8

7 8

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

R

E

G

I

S

T

E

R

E

D

PR

O

F

E

S

S

I

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E

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83168

OREGON

G

A

R

Y

R

. J

O

H

N

S

O

N

J

U

L

Y

EXP. JUNE 30, 2019

Stamp

COLUMBARIUM 3 NICHE HIGH

DETAILS

y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s

S

H E

E T

S C

C

O L U

M B

A R

I U

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D

E T

A I L S d

P

M

0 2' 4' 6'

SCALE:

COLUMBARIUM 3 HIGH w/5 HIGH PERIMETER SECTION ELEVATION

3/8" = 1' SCALE:

3 HIGH END COLUMN ELEVATION

3/8" = 1' SCALE:

3 HIGH NICHE SECTION

3/8" = 1' SCALE:

3 HIGH END COLUMN SECTION

3/8" = 1'

0 2' 4' 6' 0 2' 4' 6' 0 2' 4' 6'

C-503

C-503

C-503

0 2' 4' 6' 0 2' 4' 6'

C-503

SCALE:

COLUMBARIUM 5 HIGH w/3 HIGH INTERIOR ELEVATION

3/8" = 1' SCALE:

5 HIGH w/3 HIGH NICHE SECTION

3/8" = 1'

0 2' 4' 6'

SCALE:

COLUMBARIUM 5 HIGH w/3 HIGH INTERIOR PLAN

3/8" = 1'

SCALE:

COLUMBARIUM 5 HIGH w/3 HIGH INTERIOR CAP PLAN

3/8" = 1'

0 2' 4' 6'

C-503

C-503

C-503

C-503

23JL JF

SCALE:

COLUMBARIA 3 HIGH

INTERIOR CORNER

1/2" = 1'

0 1' 2' 4'

COLUMN TYPE 'F'

C-503

C-503

DECORATIVE GRAVEL

STRIP

PRE-CAST CONCRETE

COLUMBARIUM UNITS -

REFER TO LAYOUT PLAN

FOR NUMBER OF UNITS

NATURAL STONE

BASE (BEYOND)

BRICK VENEER

CIP CONC. STEM WALL

SCALE:

NATURAL STONE BASE

3 HIGH NICHE WALL

3" = 1' SCALE:

NATURAL STONE BASE

3 HIGH COLUMN

3" = 1'

0 3" 6" 9" 0 3" 6" 9"

C-502

C-502

THRU-WALL

FLASHING

BACKER ROD

MORTAR MESH

IN AIRSPACE

CELL VENT, (BEYOND)

@ EA JOINT

SS CONT. METAL

TERMINATION BAR

SEALANT

C-503

C-503

VARIES

SEE DETAIL 1C-504

V A

R I E

S

S E

E

D

E T

A

" SEALED EXPANSION

JOINT BETWEEN STONE

CAP SECTIONS AND

COLUMBARIUM COLUMNS

" SEALED EXPANSION JOINT

BETWEEN STONE CAP

SECTIONS SLOPE OF

CAP, TYP.

8'-8

" 8'-8

21'-0

5 8

BRICK

VENEER

CIP CONC. STEM WALL

" MORTAR JOINT,

CONCAVE FINISH

1/2" EXPANSION

JOINT, TYP.

" JOINT, TYP.

DECORATIVE AGGREGATE

FLOWER STRIP

PRECAST

COLUMBARIUM UNIT

NATURAL STONE

BASE (BEYOND)

BRICK VENEER

CIP CONC.

STEM WALL

SS DOVETAIL MASONRY

ANCHOR, TYP.

" SEALANT

w/BACKER ROD

CELL VENT,

(HORIZONTAL) @ EACH

PRECAST & PRECAST /

BRICK JUNCTION

MORTAR, TYP.

DAMP PROOF TO COVER

UNEXPOSED STONE AND

CONC SURFACES FOR

STONE BASE UNDER

NICHES, TYP.

SET PRE-CAST CONCRETE COLUMBARIUM

UNITS IN PLACE USING SHIMS AND NICHE

SETTING BED MORTAR/GROUT. MAINTAIN

LEVEL SETTING AND PLUMB FACE.

CIP CONC. - SACK RUB FINISH

ON ALL EXPOSED CONC.

CIP CONC - SACK RUB

FINISH ON ALL

EXPOSED CONC.

" SEALED EXPANSION

JOINT BETWEEN STONE

CAP SECTIONS AND

COLUMBARIUM COLUMNS

4'-8

3 4

3'-8

3 8

5'-0

6'-0

5'-0

3 8

3 4

6'-0

3 4

6'-0

5'-0

3 8

5'-8

6'-8

5'-0

6'-0

3 4

4'-8

3'-8

3 8

5'-8

6'-8

4'-8

3'-8

5'-0

6'-0

3'-8

4'-8

DRIP EDGE

"x

CONTINUOUS

AROUND CAP

R

BACKER ROD & SEALANT

SS DRIP (UNDER EPDM)

OVER STEM WALL 1" MIN.

BRICK VENEER

1" AIR SPACE

1 4

1 4

1 4

SLOPE

(VARIES)

R

1 1

8 "

R

1 1

8 "

DRIP EDGE

"x

CONTINUOUS

AROUND CAP

1 4

BRICK VENEER

SLOPE

(VARIES)

SS DRIP (UNDER EPDM)

OVER STEM WALL 1" MIN.

" BACKERROD AND

SEALANT JOINT

C

L

C

L

5 8

3'-11

1'-3

5 8

5 8

4"

5"

5 8

5 8

1'-4

5 8

C

L

3'-11

5 8

5 8

5 8

4"

1'-8

5 8

5"

5 8

1 2

C

L

C

L

3'-11

"6

5 8

5'-1

1 8

1 2

5"

5"

C

L

4'-7

5 8

5"

1'-8

3 8

5 8

5"

5 8

1 2

C

L

C

L

C

L

3'-2

5"

5 8

3'-9

1 2

5 8

5 8

"9

1'-1

1 2

3'-9

C

L

C

L

C

L

4'-7

5 8

5 8

2'-1

1'-5

"1'-5

8" 8"

" 9

C

L

8'-1

8'-1

8'-1

5 8

8'-1

5 8

16a

5 8

8'-1

5 8

8'-1

5 8

8'-1

5 8

5'-1

5 8

4'-7

4'-7

5 8

4'-6

5 8

3'-11

3'-11

5 8

3'-9

5 8

3'-2

5 8

5 8

5"

5"

1'-3

4" 5"

5 8

4"

8'-1

1 2

16b

17a16c

13a

14a

15a

1'-9

1 2

5"

1 2

5 38" HT.

7 58" HT.

5 38" HT.

7 58" HT.

13b

14b

15b

1'-4

5 8

5 8

5"

10 58" HT.

1' 14" HT.

5"

1 2

1'-9

1 2

5"

1 2

1'-9

1 2

5"

1 2

1'-4

5 8

10 58" HT.

1' 14" HT.

7 58" HT.

7 58" HT.

4'-7

5 8

3'-9

5 8

5"

1 2

21a 21b

5"

1 2

8'-1

5 8

5 8

5 8

5 8

5 8

5 8

5 8

5 8

5 8

5 8

5 8

" 6

5 8

5 8

8'-1

8'-1

5 8

5 8

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

R

E

G

I

S

T

E

R

E

D

PR

O

F

E

S

S

I

O

N

A

L

E

N

G

I N

E

E

R

83168

OREGON

G

A

R

Y

R

. J

O

H

N

S

O

N

J

U

L

Y

EXP. JUNE 30, 2019

Stamp

COLUMBARIUM 5 & 3 NICHE HIGH

DETAILS 1

y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s

S

H E

E T

S C

C

O L U

M B

A R

I U

M

D

E T

A I L S d

P

M

C-504

24JL JF

TYPE 'A'

SCALE:

COLUMBARIUM COLUMN CAP

1/2" = 1'

0 1' 2' 4'

SECTION A-A

SECTION B-B

'A' 'A'

'B'

'B'

TYPE 'B', 'C' & 'D'

SECTION A-A

& SECTION B-B

'A' 'A'

TYPE 'E'

SECTION A-A

SECTION B-B

'A' 'A'

'B'

'B' SECTION A-A

SECTION B-B

'A' 'A'

'B'

'B'

SCALE:

NICHE WALL CAP DETAIL

3" = 1'

SCALE:

COLUMN CAP DRIP DETAIL

3" = 1'

0 3" 6" 9"

0 3" 6" 9"

1 2

'B'

'B'

SCALE:

COLUMBARIUM 5 HIGH

INTERIOR CORNER STONE BASE

1/2" = 1' SCALE:

COLUMBARIUM 5 HIGH

EXTERIOR CORNER STONE BASE

1/2" = 1' SCALE:

COLUMBARIUM 5 HIGH

CENTER COLUMN STONE BASE

1/2" = 1' SCALE:

COLUMBARIUM 5 HIGH TO 3 HIGH

DOUBLE CENTER COLUMN STONE BASE

1/2" = 1'

0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'

COLUMN TYPE 'B' COLUMN TYPE 'C' COLUMN TYPE 'D' COLUMN TYPE 'E'

SCALE:

COLUMBARIUM 5 HIGH

END COLUMN STONE BASE

1/2" = 1'

0 1' 2' 4'

COLUMN TYPE 'A'

0 1' 2' 4'

COLUMN TYPE 'F'

SCALE:

COLUMBARIUM 5 HIGH NICHE WALL

END UNIT STONE BASE

1/2" = 1'

0 1' 2' 4'

SCALE:

COLUMBARIUM 3 HIGH

DOUBLE CENTER COLUMN STONE BASE

1/2" = 1'

SCALE:

COLUMBARIUM 5 HIGH NICHE WALL

CENTER UNIT STONE BASE

1/2" = 1'

SCALE:

STONE BASE TYPES (PLAN VIEW)

3/4" = 1'

0 1' 2' 3'

TYPE 'F'

21b

21a

16a

16b

14b

14a

14b

14a

15b 15a

16c

13b

13a

17a

14b

14a

15a

CIP CONC.

STEM WALL

CIP CONC.

STEM WALL

CONT. SELF

ADHESIVE EPDM

14a

SCALE:

COLUMBARIUM 3 HIGH NICHE WALL

END UNIT STONE BASE

1/2" = 1'

0 1' 2' 4'

0 1' 2' 4'

CONT. SELF

ADHESIVE EPDM

NICHE COVER SIDE

C

E

20"

3/4"

C

E

STAINLESS STEEL ROSETTE

1/2" CAST IN PLACE HOLE W/

3/8" Ø S.S. THREADED ROD,

NUTS AND PLASTIC SHIMS.

MARBLE NICHE COVERS W/ PRE-DRILLED

DIA. HOLES TO ACCEPT ROSETTE & BOLT -

COVERS ARE 11-1/2" WIDTH x 1'-3-3/4" HEIGHT x 3

4" THICK

NEOPRENE WASHER 5/8" (TYP.)

STAINLESS STEEL ROSETTE

SPANNER HEAD 3/16" x 1 1/2" S.S.

BOLT (TYP.) THROUGH 1/4" DIAM.

DRILLED HOLE.

1/2" CAST IN PLACE HOLE

PRECAST CONCRETE

NICHE

MOUNTING BRACKET

4" x 1 34" S.S. EXPANSION

BOLT, LOCK WASHER &

HEX NUT (TYP.)

PLASTIC SHIMS

10-1/2" INSIDE

NICHE (FACE)

1 1/4"

10" INSIDE

NICHE (BACK)

O V

E R

A

O V

E R

I N

S I D

E

N I C

H

B

A C

K

I N

S I D

E

N I C

H

A C

E

10-1/2" INSIDE

NICHE (FACE)

11-1/4"OVERALL

(COVER)

3/4"

NOTE:

GRAY MARBLE COVER TO BE

PROVIDED AND INSTALLED BY

GOVERNMENT.

ELEVATION

3/4" MARBLE

COVER

STAINLESS STEEL

ROSETTE MATTE

FINISH

STAINLESS STEEL

BRACKET

1/2" CAST IN PLACE

HOLE

ALL EXPOSED CONCRETE (NICHE FRONTS

SHALL BE GROUND OR PATCHED SMOOTH:

APPLY 2 COATS SPECIFIED HIGH BOND

SEALER

ALL EDGES OF THE FRONT, BACK &

CORNERS SHALL BE SMOOTH SAWN &

FINISHED WITH A CLEAN 1

8" ARIS (EASED

EDGE)

PRE-DRILLED WITH 3

8"

HOLE TO

ACCEPT BOLTS &

ROSETTES

(4) TYP. VERIFY

PRIOR TO

INSTALLATION

3/8" Ø x 3" S.S. THREADED ROD, LOCK

WASHER & HEX NUTS AND PLASTIC

SHIMS, TYP.

D I A

SECTION

FRONT

ELEVATION

D

I A

M I N

STAINLESS STEEL ROSETTE

(VA STANDARD); SATIN FINISH.

PROVIDE PRODUCT LITERATURE &

SAMPLE FOR APPROVAL.

WHITE COLOR NEOPRENE

WASHER

3/16" x 1 3/4" LENGTH

STAINLESS STEEL

TAMPER-PROOF

SPANNER HEAD BOLT

1"

1/2"

1 1/2"

1 1/4"

HEAVY DUTY STAINLESS STEEL

THREADED SPRING-CLIP TO RECEIVE

ROSETTE BOLT

" x

" SLOTS

" THICK STAMPED

STAINLESS STEEL ANGLE W/

(2) SLOTS

1 1/4"

1/4"

3/4"

SIDE VIEW FRONT VIEW PLAN VIEW

O

V E

R A

L L

C

O V

E R

11 1/4" OVERALL

(COVER)

PRE-DRILLED WITH

" HOLE TO

ACCEPT BOLTS AND ROSETTES (4)

TYP. VERIFY PRIOR TO

INSTALLATION

" MARBLE NICHE COVER

ALL EDGES OF THE FRONT, BACK,

AND CORNERS SHALL BE SMOOTH

SAWN AND FINISHED WITH A CLEAN

" ARIS (EASED EDGE)

ALL EDGES OF THE

FRONT, BACK, AND

CORNERS SHALL BE

SMOOTH SAWN AND

FINISHED WITH A

CLEAN

" ARIS

(EASED EDGE)

3/4"

NOTE:

THE MAXIMUM DIMENSIONAL TOLERANCES FOR THE NICHE COVERS SHALL BE

AS DEFINED IN THE TECHNICAL SPECIFICATIONS.

FRONT VIEW SIDE VIEW

1 A 3 1/2"

3"

BRONZE NICHE WALL

COLUMN MARKER ELEVATION

BRONZE NICHE WALL

ROW MARKER ELEVATION

2" HT. NUMBER - FONT

TO BE ROMANTIC -

CENTER ON MARKER

MEDIUM

LEATHERETTE

FINISH - ALL

BACKGROUND

AREAS

1 1/2" HT. CAPITAL LETTER - FONT

TO BE ROMANTIC - CENTER ON

MARKER

3 1/2"

MEDIUM

LEATHERETTE

FINISH - ALL

BACKGROUND

AREAS

3"

FINISH ON FACE OF NUMBER

AND FACE/TOP OF FRAME TO BE

BRIGHT POLISHED SATIN FINISH

(MATCH EXISTING)

BRONZE NICHE WALL

COLUMN MARKER SECTION

BRONZE NICHE WALL

ROW MARKER SECTION

1 8

1 8

NOTES:

1. WORKMANSHIP: CASTINGS SHALL BE OF UNIFORM QUALITY AND CONDITION, FREE FROM

INJURIOUS BLOWHOLES AND POROSITY, CRACKS AND OTHER DEFECTS AND NOT WARPED

OR DISTORTED, WELL FINISHED, FREE FROM BURRS, SHARP EDGES, SCRATCHES AND

DEFECTS THAT MAY AFFECT APPEARANCE OR SERVICEABILITY. CASTINGS SHALL NOT BE

REPAIRED, PLUGGED, WELDED, OR BURNED.

2. FASTENERS: CORROSION RESISTING METAL COMPATIBLE WITH MATERIAL OF CASTING.

3. CONTRACTOR TO SUBMIT SAMPLE FOR APPROVAL.

BRONZE NICHE WALL

COLUMN / ROW MARKER SECTION

BRONZE

MARKER

BRICK VENEER

FACE OF CAST-IN-PLACE

CONCRETE

EXTEND STUDS MIN. 2" INTO

CONCRETE - (2) PER MARKER - PER

MANUFACTURER

RECOMMENDATIONS - ANCHOR WITH

NON-SHRINK GROUT - FIELD DRILL

HOLES TO ENSURE MARKERS ALIGN

AND CENTER ON MEMORIAL WALL

ROWS/COLUMNS - KEEP STUDS 1"

MIN. CLEAR FROM MORTAR JOINTS

AIR GAP

A

NOTES:

1. NATURAL STONE TO BE NATURAL BUFF , SEE SPECIFICATIONS FOR MORE INFORMATION.

2. SUBMIT SAMPLE OF NATURAL STONE INCLUDING ENGRAVED LETTERS FOR APPROVAL PRIOR TO

CONSTRUCTION.

3. REFER TO SHEET C-103 FOR COLUMBARIUM…