36C78620B0002-006.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

BID DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=60'

0 60 120

C

E

M

E

T

E

R

Y

O

A

D N

W

I L L E

Y

A

D

SEC. 29

IGC

1,500

MAINTENANCE BUILDING

COLUMBARIUM 1

OFFICER'S CIRCLE

COMMITTAL SHELTER

CARILLON

LEGEND

DRAINAGE PIPEMAINTENANCE YARD

12'x3' RCB

SEC. 28

IGC

1,535

SEC. 26

PPC

1,430

EXISTING

DRAINAGE WAY

10' GRASS PAVE ACCESS PATH

PORTION OF

CEMETERY LISTED

ON NATIONAL

REGISTER OF

HISTORIC PLACES.

SEC. 27

PPC

1,570

SEC.

23A

SEC.

23B

SEC.

22B

SEC.

22A

SEC.

21B

SEC.

21A

SEC.

SEC.

SEC.

SEC.

CONSTRUCTION

ENTRANCE

EXPANSION AREA

12'x3' RCB

15' RCP

TEMPORARY 6' HEIGHT

CONSTRUCTION FENCE

W/ PRIVACY NETTING

PROPOSED DRIVE

CONTRACTOR

STAGING AREA

OVERALL BURIAL PLAN

CS101

JWCKK

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

BID DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=20'

20 400

P

R

O

P

O

S

D

I

V

E

SECTION 26

GRASS PAVE PATH

GRAVESITE CONTROL MARKER

G R

A V

E S

I T

E

C

O N

T R

O L

M

A R

K E

R

27.2

B

C

D E F G

J K L

M

N

O

H

P

X

R S

U V W

Q T

75.0' 75.0' 75.0' 75.0' 18.0' 75.0' 75.0'

26.1

26.2

A

27.1

1.5'

I

GRAVESITE CONTROL MARKER GRAVESITE CONTROL MARKER GRAVESITE CONTROL MARKER GRAVESITE CONTROL MARKER GRAVESITE CONTROL MARKER

G R

A V

E S

I T

E

C

O N

T R

O L

M

A R

K E

R G

R A

V E

S I T

E

C

O N

T R

O L

M

A R

K E

R G

R A

V E

S I T

E

C

O N

T R

O L

M

A R

K E

R

Y Z AA BB

3.0'

3.0'

1.5'

4.5'

1.5'

1.5'

3.0'

SECTION 27

LEGEND

PPC BURIAL SECTION 26 & 27

SECTION & CONTROL MARKERS

CS102

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

BID DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=20'

20 400

SECTION 28

GRASS PAVE PATH

LEGEND

44.0'44.0'

GRAVESITE

CONTROL MARKER

29.2

C

B

A

D

E

F

G H

I J

K L

M N

88.0'

3.0'

28.1

3.0'

GRAVESITE

CONTROL MARKER

G R

A V

E S

I T

E

C

O N

T R

O L

M

A R

K E

R

S T

Y Z

P Q

R

U V

W X

AA

BB

CC

DD

44.0'

GRAVESITE

CONTROL MARKER

88.0'

GRAVESITE

CONTROL MARKER

44.0' 20.0'

28.2

29.1

SECTION 29

G R

A V

E S

I T

E

C

O N

T R

O L

M

A R

K E

R G

R A

V E

S I T

E

C

O N

T R

L

M

A R

K E

R G

R A

V E

S I T

E

C

O N

T R

O L

M

A R

K E

R

IGC BURIAL SECTION 29

SECTION & CONTROL MARKERS

CS103

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

BID DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=10'

10 200

LEGEND

P

R

O

P

O

S

I

V

E

GRAVESITE TABULATION/YIELD

SECTION

QTY

TYPE

SECTION 26

BURIAL SECTION 26

CRYPT NUMBERING

CS104

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

BID DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

SCALE: 1"=10'

10 200

LEGEND

P R

O P

O S

I V

E

G R

A S

S

P

A V

E

P

A T

H

SECTION 27

GRAVESITE TABULATION/YIELD

SECTION

QTY TYPE

BURIAL SECTION 27

CRYPT NUMBERING

CS105

RWBKK

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

BID DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

N

G R

A S

S

P

A V

E

P

A T

H

LEGEND

SCALE: 1"=10'

10 200

SECTION 29

SECTION 28

GRAVESITE TABULATION/YIELD

SECTION

QTY TYPE

G R

A S

S

P

A V

E

P

A T

H

BURIAL SECTION 29

IGC NUMBERING

CS106

SEC. 26

SECTION

23B

SECTION

23A

SECTION

22B

SECTION

22A

SECTION 21

SECTION

PROP. RCB

SEC. 27

1.1

NOT TO SCALE

INFORMATION / REGULATION SIGN ( CSD#1; CSD#2)

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. CONCRETE COLOR SHALL BE LIGHT GRAY - SUBMIT COLOR SAMPLE TO C.O.T.R. FOR

APPROVAL PRIOR TO POURING CONCRETE.

INSTALL

CDS #1

PROP. RCB

INSTALL

CDS #4

INSTALL

CDS #2

INSTALL

CDS #4

SEC. 28

SEC. 29

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Sheet Name

A

F i l e

P a t h

P

M

BID DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS XXXXX

XXXXX XXXXX

1"=40.0'

0' 40' 80'20'

A

SITE PLAN

N

YIELD SIGN ELEVATION (CSD #5)

INSTALL

CDS #5

INSTALL

CDS #5

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.

PRE CAST INSET DETAIL.

SQUARE OR ROUND TOP RECESSED

DETAIL POSITIONED 2" DOWN FROM

CHAMFER EDGE AND 6" OFF GRADE.

EXPANSION JOINT, CONTINUOUS

AT PERIMETER OF POST

BURIAL SECTIONS:

PRECAST CONCRETE POST

CHAMFER TOP REINFORCED

WITH 3 #3 BAR STOCK

1" CHAMFER

AT CORNERS

OF POST,

TYP.

1/8" THICK ALUMINUM SIGN

PANEL. BACKGROUND COLOR TO

BE GAETA OLIVE (#MP15178),

(SUBMIT COLOR SAMPLES FOR

APPROVAL).

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

EXPANSION JOINT, CONTINUOUS

AT PERIMETER OF POST

ARCHITECTURAL PRECAST

CONCRETE COLLAR

POST

(SEE PLAN VIEW)

1" CHAMFER AT

CORNERS OF

POST, TYP.

1" X1" ALUMINUM TUBE 11 GAUGE WITH

MITERED CORNERS. WELD AND GRIND

SMOOTH PAINT ALL EXPOSED

SURFACES TO MATCH SIGN PANEL

PRECAST 3000 PSI

CONCRETE POST - LIGHT

SANDBLAST FINISH

1" CHAMFERED EDGE

AT TOP OF POST

3 - #3 REBAR EQUALLY

SPACED

3/16" DIA. MINIMUM 3" STAINLESS

STEEL BOLT AND SHIELD

1/8"

REVEAL

1/8" THICK ALUMINUM SIGN PANEL

WELD TO FRAME PAINT ALL EXPOSED

SURFACES CAST BRONZE (#MP07458)

COPY COLOR

REFLECTIVE WHITE,

EQUAL TO

ENGINEERING GRADE

3M SCOTCHLITE

ARCHITECTURAL

ARCHITECTURAL PRECAST

CONCRETE COLLAR

SIGNAGE PLAN & DETAILS

ALM CDW

CS107

7 1/2"

1" chamfer top and edges

1"

3/4"

4 1/4"

Precast concrete post with

3 - #3 rebar equally spaced. Light sand blast

1" chamfer at top of post

1/8" thick aluminum sign panel weld to frame paint all exposed surfaces color (TBD) satin finish

1" x 1" aluminum tube

11 gauge with mitered corners. Weld and grind smooth paint all exposed surfaces to match sign panel

3/16" dia. x 2" Minimum

3" stainless steel bolt and shield

NOT TO SCALE

DOUBLE SIGN PANEL PLAN VIEW

FINISH GRADE FINISH GRADE

FINISH GRADE

FINISH GRADE

BURIAL SECTIONS:

EXPANSION JOINT, CONTINUOUS

AT PERIMETER OF POST

ARCHITECTURAL PRECAST

CONCRETE COLLAR

POST

(SEE PLAN VIEW)

1" CHAMFER AT

CORNERS OF

POST, TYP.

COPY COLOR

REFLECTIVE WHITE,

EQUAL TO

ENGINEERING GRADE

3M SCOTCHLITE

FINISH GRADE

FINISH GRADE

26, 27, 28, 29 26, 27, 28, 29

1.2

NOT TO SCALE

INFORMATION / REGULATION SIGN ( CSD#3; CSD#4)

BREAK CORNER, 1/8" RADIUS

NO SHARP EDGES

PAINT 1" SQ. ALUMINUM

FRAME SIGN PANEL

10-29-19

AutoCAD SHX Text

EXISTING DRIVE

AutoCAD SHX Text

EXIST. SWS

AutoCAD SHX Text

EXIST. SWS

AutoCAD SHX Text

EXISTING DRAINAGE SWALE

AutoCAD SHX Text

EXISTING ACCESS DRIVE

AutoCAD SHX Text

MAINTENANCE YARD

chad.weinand

CDW_OK

chad.weinand Chad D Weinand Signature chad.weinand Text Box 10-29-19

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

BID DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION AND

ROAD IMPROVEMENTS

FORT GIBSON, OKLAHOMA

844CM3023

N/A Project Director

10/29/2019Revisions: Date:

National Cemetery

Administration

WICHITA, KS

3/8" REVEAL, TYP. - 4 SIDES.

INSTALL 1/8" THICK ALUMINUM

SIGN PANEL WITHIN REVEAL.

COLOR TO BE BROWN, COPY

COLOR TO BE REFLECTIVE

WHITE (SUBMIT COLOR

SAMPLES FOR APPROVAL).

TYPE FACE TO BE OPTIMA ALL

CAPS, 2 1/2" HEIGHT.

CHAMFER AT CORNERS OF

POST, TYP.

POST (SEE PLAN VIEW)

EXPANSION JOINT, CONTINUOUS

AT PERIMETER OF POST

CONCRETE COLLAR

(SEE PLAN VIEW)

NOTES

1. CONCRETE COLOR SHALL BE LIGHT

GRAY - SUBMIT COLOR SAMPLE TO

LANDSCAPE ARCHITECT FOR

APPROVAL PRIOR TO POURING

CONCRETE.

1" CHAMFERED EDGE

AT TOP OF POST

3 - #3 REBAR EQUALLY

SPACED

STAINLESS STEEL ANCHOR

1/4" X 2" (DRIVE PIN)

1/8" THICK ALUMINUM PANEL

-COLOR: BROWN WITH

WHITE LETTERING

PRECAST 3000 PSI

CONCRETE POST - LIGHT

SANDBLAST FINISH

NOT TO SCALE

POST PLAN VIEW

NOT TO SCALE

SECTION MARKER DETAIL

PRE-CAST CONCRETE

POST

1" CHAMFERED EDGE

ALIGNED WITH

CHAMFER ON

CORNERS OF POST -

TAPER TO CORNER

OF COLLAR (TYP)

EXPANSION JOINT, CONTINUOUS

AT PERIMETER OF POST

4" THICK, 4000 PSI

CONCRETE COLLAR.

SLOPE 2% AWAY

FROM POST

NOT TO SCALE

CONCRETE COLLAR PLAN VIEW

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.

GRAVESITE

CONTROL MONUMENT

FORGED ALUMINUM DOMED-TOP MONUMENT

MARKER WITH 1 5/8" SERRATED STEM

FRAME

LID

CHAMFER LINE

45°CHAMFER

45°CHAMFER

EDGE OF CONC.

NOT TO SCALE

TYPE A CLEANOUT DETAIL

NOT TO SCALE

6"

18"

16"

8" 6

9"

12"

1"

MISC. DETAILS

CS501

RWBKK