36C78620B0006-007.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

National Cemetery

Administration

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PROJECT MANAGER STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

BURIAL EXPANSION

FORT SMITH, ARKANSAS

847CM3019

N/A

BID DOCUMENTS

APRIL 3, 2020

EROSION CONTROL DETAILS

C-501

DMLKK

TREE PROTECTION DETAIL

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

National Cemetery

Administration

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PROJECT MANAGER STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

BURIAL EXPANSION

FORT SMITH, ARKANSAS

847CM3019

N/A

BID DOCUMENTS

APRIL 3, 2020

OVERALL BURIAL PLAN

CS101

DMLKK

N

SCALE: 1"=40'

40 800

S O

U T

H

T

H

S

T R

E E

T

SOUTH "B" STREET

S O

U T

H

T

H

S

T R

E E

T

S O

U T

H

T

H

S

T R

E E

T

FLOWER WATERING STATION

(SEE SHEET LI502)

FLOWER WATERING STATION

(SEE SHEET LI502)

FLOWER WATERING STATION

(SEE SHEET LI502)

SEC. 29

IGC

SITES

1,515

SEC. 31

PPC

SITES

2,040

LEGEND

SOUTH DRIVE

W E

S T

D

R I V

E

COLUMBARIUM PLAZA

1,280 NICHES

(SEE AY SHEETS)

VICINITY MAP

SCALE 1"=500'

SO

U

TH

"B" STR

EET

SO

U

TH

"D

" STR

EET

S O

U T

H

T

H

S

T R

E E

T

S O

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H

T

H

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T R

E E

T

SO

U

TH

D

R

IVE

W E

I V

E

S O

U T

H

T

H

S

T R

E E

N

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

National Cemetery

Administration

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PROJECT MANAGER STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

BURIAL EXPANSION

FORT SMITH, ARKANSAS

847CM3019

N/A

BID DOCUMENTS

APRIL 3, 2020

PPC BURIAL SECTION 31

SECTION & CONTROL MARKERS

CS102

RWBKK

N

SCALE: 1"=10'

10 200

SECTION 31

S O

U T

H

B

S

T R

E E

T

A

B

C

D

J

I

H

G

E

K

L M

N

O

T

S

R

Q P

U

V

W

X

I 31.1

31.3

F

WEST DRIVE

31.2

VICINITY MAP

SCALE 1"=500'

SO

U

TH

"B" STR

EET

SO

U

TH

"D

" STR

EET

S O

U T

H

T

H

S

T R

E E

T

S O

U T

H

T

H

S

T R

E E

T

SO

U

TH

D

R

IVE

W E

I V

E

S O

U T

H

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H

S

T R

E E

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

National Cemetery

Administration

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PROJECT MANAGER STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

BURIAL EXPANSION

FORT SMITH, ARKANSAS

847CM3019

N/A

BID DOCUMENTS

APRIL 3, 2020

IGC BURIAL SECTION 29

SECTION & CONTROL MARKERS

CS103

RWBKK

N

SCALE: 1"=10'

10 200

A

B

C

D

H

G

F

E

I

J

K

L

SECTION 29

S O

U T

H

T

H

S

T R

E E

T

29.2

P

O

N

M

SOUTH DRIVE

29.1

29.3

VICINITY MAP

SCALE 1"=500'

SO

U

TH

"B" STR

EET

SO

U

TH

"D

" STR

EET

S O

U T

H

T

H

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T

S O

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H

T

H

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T R

E E

T

SO

U

TH

D

R

IVE

W E

I V

E

S O

U T

H

T

H

S

T R

E E

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

National Cemetery

Administration

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PROJECT MANAGER STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

BURIAL EXPANSION

FORT SMITH, ARKANSAS

847CM3019

N/A

BID DOCUMENTS

APRIL 3, 2020

BURIAL SECTION 31

CRYPT NUMBERING

CS104

RWBKK

SCALE: 1"=10'

10 200

GRAVESITE TABULATION/YIELD

SECTION

QTY

TYPE

N

SECTION 31

LEGEND

WEST DRIVE

VICINITY MAP

SCALE 1"=500'

SO

U

TH

"B" STR

EET

SO

U

TH

"D

" STR

EET

S O

U T

H

T

H

S

T R

E E

T

S O

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H

T

H

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T R

E E

T

SO

U

TH

D

R

IVE

W E

I V

E

S O

U T

H

T

H

S

T R

E E

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

National Cemetery

Administration

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PROJECT MANAGER STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

BURIAL EXPANSION

FORT SMITH, ARKANSAS

847CM3019

N/A

BID DOCUMENTS

APRIL 3, 2020

BURIAL SECTION 29

IGC NUMBERING

CS105

RWBKK

N

SCALE: 1"=10'

10 200

GRAVESITE TABULATION/YIELD

SECTION

QTY

TYPE

SECTION 29

S O

U T

H

T

H

S

T R

E E

T

LEGEND

SOUTH DRIVE

VICINITY MAP

SCALE 1"=500'

SO

U

TH

"B" STR

EET

SO

U

TH

"D

" STR

EET

S O

U T

H

T

H

S

T R

E E

T

S O

U T

H

T

H

S

T R

E E

T

SO

U

TH

D

R

IVE

W E

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E

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H

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H

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T R

E E

ALM CDW

SIGNAGE PLAN & DETAILS

SEC. 26

SEC. 27

1.1

NOT TO SCALE

INFORMATION / REGULATION SIGN ( CSD#1)

SIGNAGE GENERAL NOTES

1. CONTRACTOR SHALL STAKE THE LOCATION OF ALL SIGNS AND RECEIVE APPROVAL

FROM THE CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE PRIOR TO

INSTALLATION.

2. CONTRACTOR SHALL VERIFY POTENTIAL UTILITY CONFLICTS PRIOR TO STAKING. ALL

UTILITY LINES DAMAGED BY THE INSTALLATION OF THE SIGN POSTS SHALL BE

REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

3. SEE VA CEMETERY SIGNAGE GUIDE FOR ADDITIONAL DETAILS.

SEC. 28

SEC. 29

1"=60.0'

0' 60' 120'

A

SITE PLAN

YIELD SIGN ELEVATION (CSD #4)

Traffic

Regulatory Sign m m signs should not be installed in this area except traffic regulatory and street signs

Driveway

Roadway

Back of curb (B.O.C.)

Street Sign

Section

Marker

Back of curb (B.O.C.)

Directional

Sign

3048 mm (10'-0")

2'-0"

2'-0"

N.T.S

SIGHT TRIANGLE AT INTERSECTION AND DRIVEWAYS

NOTES

1. For safety reasons, signs should not be placed in the sight triangle (shaded area) where they could obscure a driver's vision. Also, ensure the location of a sign does not block a driver’s vision of pedestrians.

2. Ensuring that there are no signs in the sight triangle applies to roadway intersections as well as driveways

3. Traffic regulatory signs such as Stop, Yield, Street, and Pedestrian Crossing are an exception to this rule.

4. When installing signs adjust locations for utilities, irrigation lines and street trees.

3'-6"

3"

1/8" THICK ALUMINUM SIGN

PANEL. BACKGROUND COLOR TO

BE GAETA OLIVE (#MP15178),

(SUBMIT COLOR SAMPLES FOR

APPROVAL).

1'-6"

1'-6"

YIELD

BORDER AND CENTER

REFLECTIVE WHITE (SUBMIT

COLOR SAMPLES FOR

APPROVAL).

LETTERING AND INSET COLOR TO

BE RED (OSHA) (#MP55153) TYPE

FACE TO BE 'OPTIMA' ALL CAPS, 2

1/2" HEIGHT (SUBMIT COLOR

SAMPLES FOR APPROVAL)

N.T.S

3'-6"

2"

ARCHITECTURAL PRECAST

CONCRETE COLLAR

3'-0"

6"

COPY COLOR

REFLECTIVE WHITE,

EQUAL TO

ENGINEERING GRADE

3M SCOTCHLITE

FINISH GRADE FINISH GRADE

FINISH GRADE

FINISH GRADE

3'-6"

2"

METAL POST &

PANEL SIGN

NC-03.01-A-m1

2"

8"

3'-0"

6"

EQ.

2 1/2"

EQ.

1 3/4" 1 1/2"

2 1/2"

COPY COLOR

REFLECTIVE WHITE,

EQUAL TO

ENGINEERING GRADE

3M SCOTCHLITE

FINISH GRADE

FINISH GRADE

1.2

NOT TO SCALE

INFORMATION / REGULATION SIGN ( CSD#2; CSD#3)

BREAK CORNER, 1/8" RADIUS

NO SHARP EDGES

PAINT 1" SQ. ALUMINUM

FRAME SIGN PANEL

SEC. 31

SEC. 30

INSTALL

CDS#4

INSTALL

CDS#4

INSTALL

CDS#1

N

INSTALL

CDS#2

INSTALL CDS#3

(ON EXISTING SIGN)

1 1/2"

3 1/2"

2"

CRUSHED ROCK FOOTING 1'-6"

DIA. 2'-6" DEEP TO BE ADJUSTED

TO BE LARGER IF ENGINEERING

WIND LOAD CALCULATIONS.

APPLY PROTECTIVE COATING TO

ALUMINUM POST TO PREVENT

CORROSION

ARCHITECTURAL PRECAST

CONCRETE COLLAR

3 1/2"

CRUSHED ROCK FOOTING 1'-6"

DIA. 2'-6" DEEP TO BE ADJUSTED

TO BE LARGER IF ENGINEERING

WIND LOAD CALCULATIONS.

APPLY PROTECTIVE COATING TO

ALUMINUM POST TO PREVENT

CORROSION

METAL POST &

PANEL SIGN

NC-03.01-A-m1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

National Cemetery

Administration

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PROJECT MANAGER STAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION

FORT SMITH, ARKANSAS

847CM3019

N/A Project Director

Revisions: Date:

BID DOCUMENTS

APRIL 3, 2020

ARCHITECTURAL PRECAST

CONCRETE COLLAR

3 1/2"

APPLY PROTECTIVE COATING TO

ALUMINUM POST TO PREVENT

CORROSION

METAL POST &

PANEL SIGN

NC-03.01-A-m1

CRUSHED ROCK FOOTING 1'-6"

DIA. 2'-6" DEEP TO BE ADJUSTED

TO BE LARGER IF ENGINEERING

WIND LOAD CALCULATIONS.

SECTIONS

2"

12"

1 1/2"

2 3/4"

1 1/2"

2" 1 1/2"

2 1/2"

1 3/4"

26 - 30

1 1/2"

COLUMBARIA A & B

2 3/8"

2 3/4"

2 1/2"

3'-6"

2"

ARCHITECTURAL PRECAST

CONCRETE COLLAR

3'-0"

6"

COPY COLOR

REFLECTIVE WHITE,

EQUAL TO

ENGINEERING GRADE

3M SCOTCHLITE

FINISH GRADE

FINISH GRADE

3 1/2"

2"

CRUSHED ROCK FOOTING 1'-6"

DIA. 2'-6" DEEP TO BE ADJUSTED

TO BE LARGER IF ENGINEERING

WIND LOAD CALCULATIONS.

APPLY PROTECTIVE COATING TO

ALUMINUM POST TO PREVENT

CORROSION

METAL POST &

PANEL SIGN

NC-03.01-A-m1

SECTIONS

2"

12"

1 1/2"

2 3/4"

1 1/2"

2" 1 1/2"

2 1/2"

1 3/4"

26 - 30

1 1/2"

COLUMBARIA A & B

2 3/8"

2 3/4"

2 1/2"

COLUMBARIA A & B

1.3

NOT TO SCALE

INFORMATION / REGULATION SIGN

SIGN 1.3 NOTES

1. CONTRACTOR TO PROVIDE AND INSTALL FOUR (4) OF THIS SIGN. LOCATIONS WITHIN

CEMETERY TO BE DETERMINED BY COR.

2. CONTRACTOR SHALL OBTAIN PRINT DETAILS FROM COR PRIOR TO ORDERING SIGNS

(ARROW DIRECTION MAY CHANGE FROM INDICATION ON THIS DRAWING).

CONTRACTOR TO VERIFY

ARROW DIRECTION WITH

COR FOR EACH SIGN

PRIOR TO ORDERING

CS107

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

National Cemetery

Administration

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PROJECT MANAGER STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

BURIAL EXPANSION

FORT SMITH, ARKANSAS

847CM3019

N/A

BID DOCUMENTS

APRIL 3, 2020

CONTROL & SECTION MARKER DETAILS

CS501

JWCKK

3 1/4"

PLAN

G r a v e s i t e

Grid

M o n u m e n t

1 A

FORGED ALUMINUM DOMED-TOP MONUMENT

MARKER WITH 3/4 " (9) DIAMETER SPLIT STYLE

STEM AND INTEGRAL LOCATION MAGNET.

3.25"

2.5"

1"

3'

FINISHED

GRADE

1/2" CHAMFER ALL AROUND TOP AND SIDES

1" DIAMETER X 4" HOLE TO ACCEPT MONUMENT

MARKER; SET MARKER WITH NON-METALLIC,

NON-SHRINK GROUT

CAST IN-PLACE CONCRETE MONUMENT BASE

4000 PSI @ 28 DAYS OF AGE, REINFORCED

WITH (4) #3 BARS, 3'-6" LONG, 1/2" CLEAR FROM

FACE OF CONCRETE SURFACE

APPROVED BACKFILL

FIELD ENGRAVED CROSS HAIRS

(SEE NOTE)

REQUIRED TEXT

ENGRAVED ON CAP

NOTES

1. CROSS HAIRS TO BE FIELD INCISED PARALLEL AND

PERPENDICULAR TO THE GRID LAYOUT AND TO WITHIN 1/16"

TOLERANCE.

2. THE TEXT ENGRAVED ON THE CAPS SHALL BE THE NUMBER AND

LETTER NOTED ON THE PLAN (1A, 1B, 1C, 2A, 2B, ETC.)

5" DIA.

FORGED ALUMINUM DOMED-TOP MONUMENT

MARKER WITH 1 5/8" SERRATED STEM

SIDE VIEW FRONT VIEW ISOMETRIC VIEW

TYPE "B"

VIEW A-A

GRAVESITE CONTROL MONUMENT

SECTION MARKER DETAIL