S02_Attachment 3_842CM3027_FYNC_Drawings.pdf

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

Fil e P ath

G:

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RO

J-2

4\2

_F

AY

ET

TE

VI

LL

E_

NA

TI

ON

AL

_C

EM

ET

ER

Y_

CO

LU

MB

AR

IU

M_

CR

EM

AI

NS

_E

XP

_F

CA

_R

EP

AI

RS

\20

3C

AD

\84

2C M3

7.0

.V L1

.20

- S

UR

VE

Y

BO

UN

DA

RY

_T

OP

OG

RA

PH

Y.

DW

G

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

NORTH

DBH JTM

VL103

BOUNDARY / LIMITED TOPOGRAPHY

SURVEY 3

10 5 10 15 2020 0

Scale: 1" = 20'

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

Fil e P ath

G:

\P

RO

J-2

4\2

_F

AY

ET

TE

VI

LL

E_

NA

TI

ON

AL

_C

EM

ET

ER

Y_

CO

LU

MB

AR

IU

M_

CR

EM

AI

NS

_E

XP

_F

CA

_R

EP

AI

RS

\20

3C

AD

\84

2C M3

7.0

.V L1

.20

- S

UR

VE

Y

BO

UN

DA

RY

_T

OP

OG

RA

PH

Y.

DW

G

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

NORTH

DBH JTM

VL104

BOUNDARY / LIMITED TOPOGRAPHY

SURVEY 4

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

Fil e P ath

G:

\P

RO

J-2

4\2

_F

AY

ET

TE

VI

LL

E_

NA

TI

ON

AL

_C

EM

ET

ER

Y_

CO

LU

MB

AR

IU

M_

CR

EM

AI

NS

_E

XP

_F

CA

_R

EP

AI

RS

\20

3C

AD

\84

2C M3

7.0

.V L1

.20

- S

UR

VE

Y

BO

UN

DA

RY

_T

OP

OG

RA

PH

Y.

DW

G

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

NORTH

DBH JTM

VL105

BOUNDARY / LIMITED TOPOGRAPHY

SURVEY 5

T1

T8

T9 T13

T15

T20

T21

T22T23

T24

T25

T26

T27

T48

D

D D

D

D

D D

G

WWW

W

WV

H

IL

L

A V

E N

U E

' A

S P

H A

LT

P

A V

E M

E N

T

' P U

B

LI

C R

IG

H

T- O

F- W

A Y

D O

C U

M E

N T

N O

. 2

9-

S L

T C

O L

LE

R

O Y

P O

N D

A V

E N

U E

' A

S P

H A

LT

P

A V

E M

E N

T V

A R

IA

B

LE

W

ID

TH

P U

B

LI

C R

IG

H

T- O

F- W

A Y

D O

C U

M E

N T

N O

. 2

1-

SOUTH GOVERNMENT AVENUE

27' ASPHALT PAVEMENT

VARIABLE WIDTH PUBLIC RIGHT-OF-WAY

DOCUMENT NO. 2011-00033075

GPGP

R /W

C /L

COLUMN

(TYPICAL)

COLUMN

(TYPICAL)

G A

TE

GATE

GP

GP

GP

GP

COLUMN

(TYPICAL)

COLUMN

(TYPICAL)

GRAVEL

CONCRETE

CONCRETE C

O

N C

R E

TE

NATURAL

GROUNDNATURAL

GROUND

NATURAL

GROUND

NATURAL

GROUNDNATURAL

GROUND

NATURAL

GROUND

NATURAL

GROUND

NATURAL

GROUND

NATURAL

GROUND

CONCRETE

ASPHALT

OVERHANG

ASPHALT

S

4°

'1 5"

W

.5

5' (M

N

O R

TH

C H

A

IN

S , 2

LI

N K

S (R

1)

GP

GATE

D

SPEED TABLE

WALL

WALL

N 86°47'35" W 312.84'(M)EAST 4 CHAINS 74 LINKS(R1)

950 S HILL AVE,

FAYETTEVILLE, AR 72701

APN: 765-14946-000

N/F: UNITED STATES OF AMERICA

976 S HILL AVE,

FAYETTEVILLE, AR 72701

APN: 765-14948-000

N/F: UNITED STATES OF AMERICA

1048 S HILL AVE,

FAYETTEVILLE, AR 72701

APN: 765-12529-000

N/F: MAYER JAMES & BETTY TRUST

1082 S HILL AVE,

FAYETTEVILLE, AR 72701

APN: 765-12531-000

BOC:1255.9'

BOC:1262.4'

BOC:1261.9'

BOC:1264.4'

BOC:1265.0'

BOC:1257.6'

BOC:1258.8'

BOC:1263.8'

BOC:1264.3'

BOC:1263.8'

BOC:1264.6'

BOC:1265.0'

BOC:1266.1'

BO

C

:1

5.

4'

BOC:1266.8'

BOC:1267.4'

BOC:1267.8'

BOC:1268.2'

BOC:1268.6' BOC:1269.4'

BOC:1269.9'

BOC:1270.3'

BOC:1271.6'

BOC:1269.4'

BOC:1271.0'

BOC:1272.8'

BOC:1273.0'

BOC:1267.4'

BOC:1267.0'

BOC:1264.6'

BOC:1264.0'

BOC:1262.5'

BOC:1260.0'

BOC:1261.5'

BOC:1259.2'

BOC:1267.1'

BOC:1267.6'

BOC:1268.6'

BOC:1268.1'

BOC:1267.6'

BOC:1268.4'

BOC:1254.6'BOC:1254.9'

BOC:1253.2'

BOC:1252.1'

BOC:1251.9'

BOC:1251.5'

BOC:1251.4'

BOC:1251.6'

BOC:1252.1'

BOC:1253.8'

BOC:1256.9'

BOC:1256.1'

BOC:1253.1'BOC:1252.2'

BOC:1250.6'

BOC:1250.0'

BOC:1249.8'

BOC:1249.5'

BOC:1253.1'

BOC:1251.7'

BOC:1251.1'

BOC:1243.7'

BOC:1243.1'

BOC:1242.3'

BOC:1241.9'

BOC:1241.6'

BOC:1241.7'

B O

C :1

1.

9' B

O C

:1

1.

7'

B O

C :1

1.

1'

B O

C :1

0.

9'

BOC:12

.1'BOC:12

.6'

BOC:1241.8'

BOC:1242.2'

BOC:1242.5'

BOC:1242.9'

BOC:1243.3'

BOC:1242.4'

BOC:1242.1'

BOC:1241.9'

BOC:1242.0'

BOC:1242.5'

BOC:1242.6'

BOC:1242.0'

BOC:1241.9'

BOC:1241.8'

BOC:1242.2'

BOC:1242.9'

BOC:1243.6'

BOC:1244.3'

BOC:1238.2'

B O

C :1

7.

5'

B O

C :1

3.

7'

B O

C :1

2.

6'

B O

C :1

1.

6'

BOC:1259.1'

BOC:1259.2'

BOC:1257.9'

BOC:1257.6'

BOC:1256.2'

BOC:1250.2'

BOC:1249.9'

BOC:1249.4'

FL:1262.0'

FL:1262.7'

FL:1264.0'

FL:1261.3'

FL:1263.9'

FL:1264.5'

FL:1255.7'

FL:1257.4'

FL:1258.6'

FL:1263.3'

FL:1263.8'

FL:1263.4'

FL:1264.2'

FL:1264.6'

FL:1265.6'

FL

:1

4.

9'

FL:1266.4'

FL:1267.0'

FL:1267.3'

FL:1267.7'

FL:1268.1' FL:1269.0'

FL:1269.5'

FL:1269.8'

FL:1271.1'

FL:1269.0'

FL:1270.6'

FL:1272.3'

FL:1272.5'

FL:1267.0'

FL:1266.6'

FL:1264.4'

FL:1263.9'

FL:1262.3'

FL:1259.7'

FL:1261.2'

FL:1258.9'

FL:1266.6'

FL:1267.1'

FL:1267.6'

FL:1268.0'

FL:1268.3'

FL:1268.2'

FL:1254.4'FL:1254.6'

FL:1253.3'

FL:1251.8'

FL:1251.6'

FL:1251.3'

FL:1251.1'

FL:1251.3'

FL:1251.8'

FL:1253.6'

FL:1256.6'

FL:1255.9'

FL:1252.8'

FL:1251.5'

FL:1250.4'

FL:1249.8'

FL:1249.5'

FL:1249.2'

FL:1253.0'

FL:1251.5'

FL:1251.0'

FL:1243.4'

FL:1242.8'

FL:1242.1'

FL:1241.6'

FL:1241.3'

FL:1241.5'

FL:1241.2'

FL

:1

1.

8'

FL

:1

1.

6'

FL

:1

1.

0'

FL

:1

0.

9'

FL:1

0.9

FL

:12

.3'

FL:1241.6'

FL:1242.0'

FL:1242.4'

FL:1242.7'

FL:1242.8'

FL:1242.2'

FL:1241.8'

FL:1241.7'

FL:1241.7'

FL:1242.3'

FL:1242.2'

FL:1241.7'

FL:1241.7'

FL:1241.6'

FL:1241.9'

FL:1242.7'

FL:1243.3'

FL:1244.1'

FL:1238.9'

FL:1238.5'

FL

:1

8.

2'

FL

:1

7.

7'

FL

:1

9.

5'

FL

:1

8.

8'

FL

:1

7.

2'

FL

:1

8.

1'

FL:1235.5'

FL:1235.2'

FL:1234.7'

FL:1233.8' FL

:1

3.

5'

FL

:1

2.

3'

FL

:1

1.

3'

FL:1258.8'

FL:1258.8'

FL:1257.7'

FL:1257.4'

FL:1256.0'

FL:1250.0'

FL:1249.6'

FL:1249.3'

EA:1259.7'

EA:1262.3'

EA:1261.6'

EA:1261.1'

EA:1258.9'

E A

:1

3.

5'

E C

:1

1.

7'

EC:1261.8'

EC:1267.2'

EC

:1

7.

4'

EC:1270.0'

EC:1270.4'

EC:1267.6'

EC:1264.5'

E C

:1

4.

0'

E C

:1

4.

8'

EC:1268.0' EC:1267.9'

EC:1265.2'

EC:1264.0'

EC:1262.3'

EC:1261.7'

EC:1261.2'

EC:1266.2'

EC:1266.6'

EC:1252.8'

EC:1252.6'

EC:1251.2'

EC:1251.1'

EC:1252.0' EC:1252.1'

EC:1241.6'

EC:1241.3'

EC:1241.4'

EC:1241.3'

EC:1241.3'

EC:1241.2'

EC:1241.2'EC:1241.7'

E C

:1

2.

0'

EC:1241.8'

E C

:1

1.

2'

EC:1240.9'

EC:1240.9'

EC:1240.9'

EC:1241.6'

EC:1241.8'

EC:1242.3'

EC:1242.0'

EC:1232.8'

EC:1233.1'

EC:1233.8'

E C

:1

5.

0'

EC:1235.7'

E C

:1

6.

3'

EC:1238.0'

EC:1239.1'

EC:1239.4'

EC:1239.7' EC:1239.9'

EC:1240.0'

EC:1240.0'

EC:1240.6'EC:1240.6'

EC:1240.6'

EC:1240.6'

EC:1240.3'

EC

:1240.3'

EC:1240.3'

E C

:1

9.

7'

E C

:1

9.

0'

EC:1239.2'

EC:1239.3'

E C

:1

7.

4'

E C

:1

7.

7'

E C

:1

7.

6'

EC:1235.5'

EC:1235.2'

EC:1234.6'

EC:1234.9'EC:1235.0'

EC:1234.4'

EC:1234.1'

EC:1234.1'

EC:1232.8'

EC:1232.9'

EC:1233.5'

E C

:1

4.

7'

E C

:1

5.

4'

EC:1237.7'

EC:1236.4'

EC:1236.4' EC:1236.9' E

C

:1

6.

3'

EC:1239.4'

EC:1240.1'

EC:1258.0'

EC:1257.9'

EC:1255.5'

EC:1256.5'

EC:1257.0'

EC:1257.4'

EC:1257.7'

EC:1258.2'

EC:1258.2'

NG:1246.0' NG:1250.2'

NG:1252.8'

NG:1265.5'

N G

:1

6.

6'

NG:1264.4'

NG:1260.3'

NG:1261.3'

NG:1261.9'

NG:1266.5'

NG:1271.3'

NG:1266.6'

NG:1265.4'

NG:1252.2' NG:1254.3'

NG:1257.2'

NG:1260.8'

NG:1263.9'

NG:1260.2'

NG:1256.9'

NG:1254.4' NG:1258.0'

NG:1240.2'

NG:1239.8'

NG:1240.5'

NG:1241.2'

NG:1241.2'

NG:1241.0'

NG:1241.0'

NG:1240.1'NG:1239.9'

NG:1240.0'

NG:1240.0'

NG:1240.1'

NG:1239.8'

NG:1238.3'

NG:1237.0'

NG:1237.0'

NG:1235.1'

NG:1235.0'

NG:1236.8'

NG:1238.8'

NG:1239.2'

NG:1239.1'

NG:1239.0'

NG:1238.8'

NG:1240.7'

NG:1241.1'

NG:1241.7'

NG:1241.7'

NG:1241.4'

NG:1242.0'

NG:1242.7'

NG:1241.7'

NG:1241.1'

NG:1240.7'

NG:1242.4' NG:1240.8'

N G

:1232.3'

NG:1234.4' NG:1237.2'

NG:1238.7'

NG:1235.0'

CR:1261.4'

CR:1255.6'

CR:1257.4'

CR:1258.8'

CR:1258.8'

C R

:1

3.

6'

CR:1264.5'

CR:1265.3'

CR:1266.8'

CR:1268.7'

CR:1270.8'

CR:1272.4'

CR:1266.0'

CR:1265.1'

CR:1263.9'

CR:1262.3'

CR:1259.3'

CR:1261.6'

CR:1268.7'

CR:1267.7'

CR:1266.8'

CR:1242.7'

CR:1242.1'

CR:1241.7'

CR:1241.5'

CR:1241.6'

C R

:1

2.

3'

CR:1242.3'

CR:1241.5'

CR:1242.1'

CR:1242.5'

CR:1243.2'

CR:1243.8'

C R

:1

0.

0'

CR:1238.8'

CR:1237.5'

CR:1236.0'

C R

:1

4.

2'

CR:1233.1'

C R

:1

2.

1'

CR:1231.4'

CR:1230.6'

CR:1230.1'

NG:1258.3'

NG:1255.9'

NG:1262.9'

NG:1257.5'

NG:1259.2'

NG:1258.7'

NG:1260.6'

NG:1261.1'

N G

:1263.1'

NG:1263.6' NG:1265.8'

NG:1266.8'

NG:1264.1'N

G :1

3.

6'

N G

:1

3.

4'

N G

:1

4.

2'

N G

:1

4.

4'

NG:1264.9'

NG:1267.7'

NG:1268.1'NG:1265.9'

N G

:1

5.

0'

NG

:1

6.

5'

NG:1267.2'

NG:1268.4'

NG:1267.0'

N G

:1

7.

3'

NG

:1

8.

1'

NG

:1

7.

4'

NG:12

.2'

NG:1269.8'

NG:1270.3'

NG:1269.9'

NG:1270.2'

NG:1271.1'

NG:1272.4'

NG:1272.6'

NG:1271.5'

NG:12

.2'

NG:1270.8'

NG:1272.4'

NG:1273.0'

NG:1273.9'

N G

:1264.5'

N G

:1

2.

2'

NG:1267.4'

N G

:1

7.

5'

NG:1269.0'

NG:1268.2'

NG:1254.5'

NG:1252.6'

NG:1252.5'

N G

:1

2.

4'

N G

:1

1.

7'

N G

:1

1.

5'

NG

:1

1.

3'

NG:1251.6'

NG:1253.8'

NG:1256.9'

NG:1269.9'

NG:1269.8'

NG:1270.0'

NG:1242.2'

NG:1241.7'

NG:1241.5'

N G

:1

1.

4'

NG:1241.3'

NG:1241.5'

NG:1241.1'

NG:1240.8'

NG:1241.3'

NG:1241.6'

NG:1242.0'

NG:1242.2'

NG:1242.4'

NG:1242.3'

NG:1241.8'

NG:1242.0'

NG:1241.9'

NG:1241.9'

NG:1241.6'

NG:1241.6'

NG:1240.6'

NG:1240.4'NG:1240.0'

NG:1240.8'NG:1240.2'

NG:1239.8'NG:1239.1'

NG:1239.2'

NG:1238.6'

NG:1238.3'

NG:1238.9'

NG:1238.7'

NG:1238.7'

N G

:1

7.

7'

NG:1237.0'

NG:1237.3'

NG:1237.2'NG:1237.3'

NG:1237.2'

N G

:1

7.

1'

NG:1238.3'

NG:1238.6'

NG:1239.0'

NG:1240.2'

NG:1240.4'NG:1240.1'NG:1239.6'

NG:1239.1'

NG:1239.0'

NG:1237.9'

NG:1237.2'

NG:1237.2'

NG:1238.9'

NG:1238.7'

NG:1237.3'

NG:1237.2'

NG:1237.4'

NG:1237.7'

NG:1237.5'

NG:1238.9'

NG:1238.1'

NG:1236.5'

NG:1234.8'

NG:1236.3'

NG:1234.6'

NG:1234.5'

NG:1236.2'

NG:1236.7'

NG:1235.6'

NG:1233.8'

NG:1233.4'

NG:1233.3'

NG:1232.6'

NG:1233.7'

N G

:1

4.

8'

NG:1235.6'

N G

:1

6.

2'

NG:1237.8'

NG:1238.9'

NG:1239.2'

NG:1239.5' NG:1239.8'

NG:1239.8'

NG:1239.8'

N G

:1

1.

1'

NG:1241.0'

N G

:1

1.

3'

N G

:1

1.

6'

NG:1241.4' NG:1241.0'

NG:1240.5' NG:1240.3'

NG:1240.6'

NG:1240.8'

NG:1239.4'

N G

:1

9.

5'

N G

:1239.3'

NG:1239.3'

NG:1240.8'

NG:1240.4'

NG:1240.2'

NG:1240.4'

N G

:1

8.

3'

NG:1238.9'

NG:1239.2'

NG:1239.3'

N G

:1

8.

2'

N G

:1

8.

3'

NG:1239.0'

NG:1238.6'

NG:1238.3'

NG:1238.7'

N G

:1

7.

4'

N G

:1

7.

2'

N G

:1

8.

3'

NG:1237.3'

NG:1237.5'

N G

:1

5.

3'

N G

:1

3.

4'

NG:1233.9'

N G

:1

5.

1'

N G

:1

4.

6'

N G

:1

1.

2'

N G

:1

3.

3'

N G

:1

2.

6'

N G

:1

0.

6'

NG:1232.4'

NG:1232.0'

N G

:1

2.

4'

N G

:1

2.

7'

NG:1233.5'

NG:1233.8'

NG:1233.6'

NG:1234.7'

NG:1234.8'

NG:1234.8'

TC:1236.7'TC:1236.5'

TC:1236.7'

TC:1237.0'

NG:1239.7'

NG:1241.5'

NG:1235.8'

NG:1236.4'

NG:1250.3'

NG:1252.2'

NG:1252.4'

NG:1252.8'

NG:1252.5'

NG:1252.8'

NG:1253.0'

NG:1252.2'

NG:1252.2'

NG:1252.2'NG:1251.8'

NG:1249.2'

NG:1249.8'

NG:1250.7'

NG:1251.4'

NG:1251.5'

NG:1251.5'

TA

:1

5.

3'

TC:1267.8'

TC:1264.5'

EG:1239.8'

EG:1239.7'

EG:1240.3'

EG:1240.1'

EG:1240.2'

EG:1240.4'

EG:1240.2'

EG:1240.1'

EG:1240.4'

EG:1240.5'

EG:1241.1'

EG:1242.1'

EG:1240.7'

EG:1241.6'

TA

:1

2.

0'

TA

:1

1.

6'

TA

:1

1.

1'

TA:1241.4'

TA:1242.8'

TA:1241.8'

TA:1241.7'

TA:1241.8'

TA:1242.3'

TA:1242.2'

TA:1241.7'

TA:1242.7'

TA:1243.3'

TA:1244.1'

BOC:1261.1'

FL:1260.8'

BOC:1261.7'

FL:1261.2'

BOC:1230.2'

BOC:1230.3'

FL:1229.8'

FL:1229.8'

NG:1230.1'

NG:1230.3'

BOC:1230.6'

FL:1230.3'

BOC:1231.2'

FL:1230.9'

NG:1243.0'

EC:1240.3'

NG:1239.2'

BOC:1235.2'

FL:1234.9'

FL:1238.0'

BOC:1237.2'

FL:1236.8'

BOC:1258.2'

FL:1258.1'

EC:1267.5'

BOC:1239.8'

FL:1239.4'

EC:1241.7'

NG:1240.7'NG

:1

9.

8'

BOC:1238.5'

FL:1238.1'

EC:1239.6'

NG:1239.4'

BOC:1258.8'

FL:1258.7'

NG:1241.5'

NG:1240.1'

NG:1240.9'

NG:1240.4'

BOC:1238.3'

FL:1237.8'

E C

:1

0.

5'

EC:1237.9'

E C

:1

0.

4'

N G

:1

0.

4'

NG:1239.4'

N G

:1

0.

2'

NG:1240.1'

G A

TE

E C

:1

5.

8'

TC:1236.5'

TC:1236.2'

EC:1261.1'

EC:1260.6'

NG:1261.0'

NG:1260.5'

EC:1265.4'

E C

:1

6.

6' NG:1266.8'

TC:1266.8'

TC:1265.8'

TC:1266.5'

EC:1266.5'

EC:1266.5'

BOC:1266.1'

FL:1265.6'

EC:1265.9'

BOC:1267.7'

BOC:1268.6'

FL:1267.7'

FL:1267.3'

FL:1268.4'

NG:1267.8'

NG:1268.6'

N G

:1

8.

1'

BOC:1252.8'

BOC:1252.6'

BOC:1252.0'

FL:1253.0'

FL:1252.2'

FL:1252.4'

FL:1252.3'

FL:1251.9'

EC:1253.1'

EC:1252.4'

NG:1252.6'

NG:1251.2'

NG:1251.4'

NG:1251.7'

NG:1251.5'

GUY

POLE

C

ASPHALT

1239'

1238' 1237'

1238' 1239' 1240'

1241'

1235'

1236'

1237'

1234'

1233'

1241'

1240'

1239'

1241'

1263'

1265'

1266'

1262'

1263'

1264'

1265'

1250'

1251'

1252'

1242'

1242'

1246'

1247'

1248'

1249'

1250'

1251'

1252' 1258'

1260'

1261'

1263'

' 12

1272'

1270'

1269'

1268'

1267'

1266'

1265'

1264'

1265' 1266'

1267'

' 12

1255'

1256'

1257'

1258'

1241'

1240' 1239'

1238'

1237' 1236'

1235' 1234'

1233'

1232'

B-01

B-02

B-03

B-06

B-04

B-05

S.

L

T.

C

O L.

L

ER

O Y

PO

ND

A

VE

NU

E

HILL AVE

SECTION 20

SECTION 25

SECTION 27

SECTION 27A

SECTION 31

SECTION 32

SECTION 33

SECTION 28

SECTION 29

SECTION 30

SECTION 12

SECTION 10

HILL AVE

COMMITTAL

SERVICE SHELTER

(BLDG. NO. 4801)

WWW

W

WV

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

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CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

NORTH

DBH JTM

B-101

BORING LOCATION PLAN

LEGEND

APPROXIMATE SOIL

BORING LOCATIONS

PROPERTY LINE

RIGHT OF WAY LINE

KEY PLAN (NTS)

N

B-##

SCALE: 1" = 20'

5 10 200

NOTES:

1. ELECTRONIC DRAWING FILES CAN BE

PROVIDED TO THE SUCCESSFUL BIDDER

WHICH WILL INCLUDE THE BORING

LOCATIONS SHOWN.

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

Fil e P ath

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7.0

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.20

BO

RI

NG

LO

GS

.D

W G

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

DBH JTM

BB102

BORING LOGS

BORING LOGS

WWW

W

WV

CONSTRUCTION LIMIT LINE, REFERS

TO CONSTRUCTION LIMITS FINAL

DELINEATION NOTE, THIS SHEET, TYP.

BURIAL SECTION 27B; 840 IN-GROUND

CREMATION SITES (WITHIN 4'X4' PLOTS)

NEW COLUMBARIUM; 1,320 NICHE UNITS

U.S. FLAG POLE

CARILLON; SEE ARCHITECTURAL

DRAWINGS FOR IMPROVEMENTS

POW/MIA FLAG POLE

NATIONAL STREET

DU

NN

A

VE

S.

L

T.

C

O L.

L

ER

O Y

PO

ND

A

VE

NU

E

11TH STREET

DU

NN

A

VE

SECTION 23

SECTION 20

SECTION 25

SECTION 25A

SECTION 25B

SECTION 25C

SECTION 25D

SECTION 26A

SECTION 26SECTION 26C

SECTION 26D

SECTION 27

SECTION 27A

SECTION 31

SECTION 32

SECTION 33

SECTION 28

SECTION 29

SECTION 30

SECTION 30A

SECTION 21

SECTION 22

SECTION 19

SECTION 8

SECTION 6

SECTION 4

SECTION 2SECTION 12

SECTION 10

HILL AVE

11TH STREET

PRO

PERTY LINE

MAINTENANCE

COMPLEX

AREA 4

AREA 3

AREA 1

AREA 2

NO BASE BID WORK IN THIS AREA- SEE SHEET

GC102 FOR CLIN 2- BID OPT 1 AND

CLIN 3- BID OPT 2 WORK IN THIS AREA

SECTION 27

COLUMBARIUM ENLARGEMENT

SHEET CS401; COLUMBARIUM SITE LAYOUT ENLARGEMENT

SHEET CG401; COLUMBARIUM GRADING & DRAINAGE ENLARGEMENT

SHEET LP401; COLUMBARIUM LANDSCAPE ENLARGEMENT

NEW

IN-GROUND

CREMAIN

SECTION 27B NO BASE BID WORK IN THIS AREA- SEE SHEET

GC102 FOR CLIN 2- BID OPT 1 AND

CLIN 3- BID OPT 2 WORK IN THIS AREA

NO BASE BID WORK IN THIS AREA- SEE SHEET

GC102 FOR CLIN 2- BID OPT 1 AND

CLIN 3- BID OPT 2 WORK IN THIS AREA

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FAYETTEVILLE, ARKANSAS

842CM3027

MAY 20, 2025 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

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CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

05/20/25

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Aqua Engineering

(970) 372-6104

NORTH

DBH JTM

GC101

SITE DEVELOPMENT PLAN

CLIN 1- BASE BID

10 20 30 40 5050 0

Scale: 1" = 50'

STATEMENT OF BID ITEMS

BID DESCRIPTION

CLIN 1- BASE BID: CLIN 1 BASE BID. GENERAL CONSTRUCTION: FAYETTEVILLE NATIONAL

CEMETERY. WORK INCLUDES BUT IS NOT LIMITED TO SITE DEMOLITION,

GENERAL CONDITIONS, GENERAL CONSTRUCTION, ALTERATIONS, PAVING,

WALKS, GRADING, DRAINAGE, COLUMBARIA NICHES, IN-GROUND CREMATION

BURIAL SITES, SITE FURNISHINGS, ASSOCIATED UTILITY SYSTEMS,

IRRIGATION, LANDSCAPING AND CONSTRUCTION, ASSOCIATED EXTERIOR

SIGNAGE AND ALL OTHER WORK NECESSARY TO CONSTRUCT THE PROJECT.

CONSTRUCTION LIMIT LINE

BASE BID APPROXIMATE

LIMITS OF WORK

LEGEND

TOTAL

NUMBER OF

GRAVESITES

GRAVESITE YIELD SUMMARY (BASE BID)

COLUMBARIUM

NICHES

IN-GROUND

CREMAIN SITES

(4'X4') PLOTS

CREMAIN PLOTS

2,1601,320840

GENERAL NOTES

1. CONTRACTOR SHALL INSPECT AND VERIFY ALL FIELD DIMENSIONS AND SITE CONDITIONS SHOWN

HEREIN BEFORE PROCEEDING WITH SITE WORK. THESE PLANS SHALL BE BROUGHT TO THE

DEPARTMENT OF VETERANS AFFAIRS CONTRACTING OFFICER'S REPRESENTATIVE (COR)

ATTENTION PRIOR TO ANY COMMENCEMENT OF THE WORK. ONCE CONSTRUCTION HAS BEGUN

CONTRACTOR SHALL NOT USE FIELD INFORMATION DISCREPANCIES AS THE BASIS FOR CHANGE

ORDER CLAIMS.

2. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE

FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE

CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND

UTILITIES.

3. THIS PLAN DOES NOT SHOW ALL OF THE WORK FOR THE PROJECT. IT SHOWS MOST OF THE

MAJOR FEATURES. REFER TO THE FULL COMPLIMENT OF DRAWINGS AND SPECIFICATIONS FOR

FULL DETAIL OF THE WORK SCOPE RELATED TO ANY GIVEN DRAWING SHEET, TYP.

4. THE TOTAL AREA DISTURBED AT ANY ONE TIME IS RESTRICTED TO 0.9 ACRES. ALL DISTURBED

AREAS (AND AREAS DEEMED NECESSARY BY THE COR) SHALL BE TEMPORARILY STABILIZED

WITHIN 7 DAYS IF NO WORK IS REOCCURRING IN THAT AREA.

5. LAYOUT DETAILS FOR ALL WORK NOT SPECIFICALLY SHOWN SHALL BE OBTAINED FROM THE

RESPECTIVE ELECTRONIC DRAWING FILES TO BE PROVIDED TO THE SUCCESSFUL BIDDER, THE

CONTRACTOR'S SURVEYOR SHALL PERFORM THE LAYOUT OF ALL WORK AND COLLECT THE

INFORMATION FOR ELECTRONIC 'AS-BUILT' DRAWINGS. THE CONTRACTOR'S SURVEYOR SHALL

COLLECT GIS GEO DATA FOR THE GPS/GIS SYSTEM IN COMPLIANCE WITH THE SPECIFICATIONS.

6. COORDINATE INFORMATION SHOWN WITHIN THE DRAWING SET IS BASED ON GRID COORDINATE

SYSTEM IN U.S. FEET. SEE SURVEY DRAWING FOR BENCHMARK INFORMATION.

7. THE TOTAL PERFORMANCE PERIOD FOR THE BASE BID ITEM IS 550 CALENDAR DAYS FROM THE

NOTICE TO PROCEED. BY THE END OF THE PERFORMANCE PERIOD, ALL WORK SHALL BE

SATISFACTORILY COMPLETED AND READY FOR CUSTODY TRANSFER AND ACCEPTANCE BY NCA,

ALL PUNCH LIST ITEMS SHALL BE SATISFACTORILY ADDRESSED, AND ALL TRAINING

ACCOMPLISHED.

CONSTRUCTION LIMITS FINAL DELINEATION NOTE:

1. THE CONSTRUCTION LIMIT LINE(S) DEPICTED ON THE CONTRACT DRAWINGS ASSUMES

ACCEPTANCE OF BASE BID AND ALL BID OPTIONS. THE WINNING BIDDER SHALL BE ISSUED A FINAL

LIMITS OF CONSTRUCTION. THE CONTRACTOR SHALL NOTE THAT ANY OPTION NOT SELECTED

SHALL ELIMINATE THAT OPTION'S DISTURBANCE AREA FROM THE CONSTRUCTION LIMITS; THE

AREAS NOT SELECTED SHALL NOT BE CONSIDERED A BASIS FOR CHANGE ORDERS.