NNC_Bid Documents_Plan Sheets 19-36_865CM3031.pdf

EROSION AND SEDIMENT

CONTROL NOTES & DETAILS

NOT TO SCALE

TREE PRESERVATION2

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

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP 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

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

S ERV I CE S

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(3) IRRIGATION

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(3) IRRIGATION

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(4) IRRIGATION

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IV

(2) IRRIGATION

VALVES

(2) IRRIGATION

VALVES

LIMITS OF WORK

PAVEMENT SAWCUT LINE

EXISTING ASPHALT PAVEMENT AND SUBGRADE TO BE

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION

(10.0")

EXISTING CURB AND GUTTER TO BE SAW CUT /

REMOVED. CURB & GUTTER SHALL BE REMOVED

ENTIRELY BETWEEN CLOSEST JOINTS (I.E.

JOINT-TO-JOINT). ADJACENT EXISTING ASPHALT

PAVEMENT AND SUBGRADE TO BE SAWCUT &

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION.

DEMOLITION NOTES:

1. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR

DEPTH OF EXISTING ASPHALT PAVEMENT

EXISTING ASPHALT PAVEMENT/AGGREGATE BASE TO

BE MILLED/REMOVED (4"). EXISTING AGGREGATE BASE

TO BE RE-COMPACTED.

GRAPHIC LEGEND:

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

A

EXISTING STORM STRUCTURE TO BE REMOVED ALONG

WITH SURROUNDING SECTIONS OF CURB AND GUTTER.

EXISTING PAVEMENT AROUND INLET AND CURB TO BE

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION.

PAVEMENT SECTION IS TO BE THE ENTIRE WIDTH OF

THE ROAD.

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

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP 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

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

Fil e P ath : G

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JE

CT

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

S ERV I CE S

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

SITE DEMOLITION PLAN

CD101

MA

TC

HL

IN

E

SE

E

SH

EE

T

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MACHINE

SEE SHEET CD102

NORTH

B

EXISTING STORM GRATE AND FRAME TO BE REMOVED

ALONG WITH SURROUNDING SECTIONS OF CURB AND

GUTTER. EXISTING PAVEMENT AROUND INLET AND

CURB TO BE REMOVED TO TOTAL DEPTH OF NEW

PAVING SECTION. SECTION IS TO BE THE THE ENTIRE

WIDTH OF THE ROAD.

C

EXISTING SECTION OF PAVEMENT NEAR INLET TO BE

MILLED TO EXISTING AGGREGATE BASE. SECTION IS TO

EXTEND AT LEAST 5' BEYOND EACH SIDE OF INLET AND

IS TO BE THE FULL WIDTH OF THE ROAD.

KEY MAP

(NOT TO SCALE)

1 4

2 5

3 6

EXISTING ASPHALT PAVEMENT TO BE MILLED (1.5")

D PAVEMENT ON BRIDGE TO BE MILLED 1.5"

EXISTING SIDEWALK AND CURB AND GUTTER TO BE

SAW CUT / REMOVED TO ACCOMMODATE NEW ADA

ACCESSIBLE RAMP.

E

EXISTING SIDEWALK AND CURB AND

GUTTER TO BE SAW CUT / REMOVED TO

ACCOMMODATE NEW ADA ACCESSIBLE

RAMP.

510505

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(4) IRRIGATION

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(5) IRRIGATION

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(3) IRRIGATION

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A

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E)

A

B

B

B

B

D

E

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

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP 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

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

Fil e P ath : G

:\P

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JE

CT

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

S ERV I CE S

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

SITE DEMOLITION PLAN

CD102

MA

TC

HL

IN

E

SE

E

SH

EE

T

CD

MATCHLINE

SEE SHEET CD103

MATCHLINE

SEE SHEET CD101

NORTH

KEY MAP

(NOT TO SCALE)

1 4

2 5

3 6

LIMITS OF WORK

PAVEMENT SAWCUT LINE

EXISTING ASPHALT PAVEMENT AND SUBGRADE TO BE

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION

(10.0")

EXISTING CURB AND GUTTER TO BE SAW CUT /

REMOVED. CURB & GUTTER SHALL BE REMOVED

ENTIRELY BETWEEN CLOSEST JOINTS (I.E.

JOINT-TO-JOINT). ADJACENT EXISTING ASPHALT

PAVEMENT AND SUBGRADE TO BE SAWCUT &

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION.

DEMOLITION NOTES:

1. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR

DEPTH OF EXISTING ASPHALT PAVEMENT

EXISTING ASPHALT PAVEMENT/AGGREGATE BASE TO

BE MILLED/REMOVED (4"). EXISTING AGGREGATE BASE

TO BE RE-COMPACTED.

GRAPHIC LEGEND:

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

A

EXISTING STORM STRUCTURE TO BE REMOVED ALONG

WITH SURROUNDING SECTIONS OF CURB AND GUTTER.

EXISTING PAVEMENT AROUND INLET AND CURB TO BE

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION.

PAVEMENT SECTION IS TO BE THE ENTIRE WIDTH OF

THE ROAD.

B

EXISTING STORM GRATE AND FRAME TO BE REMOVED

ALONG WITH SURROUNDING SECTIONS OF CURB AND

GUTTER. EXISTING PAVEMENT AROUND INLET AND

CURB TO BE REMOVED TO TOTAL DEPTH OF NEW

PAVING SECTION. SECTION IS TO BE THE THE ENTIRE

WIDTH OF THE ROAD.

C

EXISTING SECTION OF PAVEMENT NEAR INLET TO BE

MILLED TO EXISTING AGGREGATE BASE. SECTION IS TO

EXTEND AT LEAST 5' BEYOND EACH SIDE OF INLET AND

IS TO BE THE FULL WIDTH OF THE ROAD.

EXISTING ASPHALT PAVEMENT TO BE MILLED (1.5")

D PAVEMENT ON BRIDGE TO BE MILLED 1.5"

EXISTING SIDEWALK AND CURB AND GUTTER TO BE

SAW CUT / REMOVED TO ACCOMMODATE NEW ADA

ACCESSIBLE RAMP.

E

EXISTING SIDEWALK AND CURB AND

GUTTER TO BE SAW CUT / REMOVED TO

5'

18' 9

10'

9.8'

(TYP.)

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(2) IRRIGATION

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(4) IRRIGATION

VALVES

(4) IRRIGATION

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(3) IRRIGATION

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(4) IRRIGATION

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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

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP 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

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

Fil e P ath : G

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

S ERV I CE S

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

SITE DEMOLITION PLAN

CD103

NORTH

MA

TC

HL

IN

E

SE

E

SH

EE

T

CD

MATCHLINE

SEE SHEET CD102

KEY MAP

(NOT TO SCALE)

1 4

2 5

3 6

LIMITS OF WORK

PAVEMENT SAWCUT LINE

EXISTING ASPHALT PAVEMENT AND SUBGRADE TO BE

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION

(10.0")

EXISTING CURB AND GUTTER TO BE SAW CUT /

REMOVED. CURB & GUTTER SHALL BE REMOVED

ENTIRELY BETWEEN CLOSEST JOINTS (I.E.

JOINT-TO-JOINT). ADJACENT EXISTING ASPHALT

PAVEMENT AND SUBGRADE TO BE SAWCUT &

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION.

DEMOLITION NOTES:

1. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR

DEPTH OF EXISTING ASPHALT PAVEMENT

EXISTING ASPHALT PAVEMENT/AGGREGATE BASE TO

BE MILLED/REMOVED (4"). EXISTING AGGREGATE BASE

TO BE RE-COMPACTED.

GRAPHIC LEGEND:

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

A

EXISTING STORM STRUCTURE TO BE REMOVED ALONG

WITH SURROUNDING SECTIONS OF CURB AND GUTTER.

EXISTING PAVEMENT AROUND INLET AND CURB TO BE

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION.

PAVEMENT SECTION IS TO BE THE ENTIRE WIDTH OF

THE ROAD.

B

EXISTING STORM GRATE AND FRAME TO BE REMOVED

ALONG WITH SURROUNDING SECTIONS OF CURB AND

GUTTER. EXISTING PAVEMENT AROUND INLET AND

CURB TO BE REMOVED TO TOTAL DEPTH OF NEW

PAVING SECTION. SECTION IS TO BE THE THE ENTIRE

WIDTH OF THE ROAD.

C

EXISTING SECTION OF PAVEMENT NEAR INLET TO BE

MILLED TO EXISTING AGGREGATE BASE. SECTION IS TO

EXTEND AT LEAST 5' BEYOND EACH SIDE OF INLET AND

IS TO BE THE FULL WIDTH OF THE ROAD.

EXISTING ASPHALT PAVEMENT TO BE MILLED (1.5")

D PAVEMENT ON BRIDGE TO BE MILLED 1.5"

EXISTING SIDEWALK AND CURB AND GUTTER TO BE

SAW CUT / REMOVED TO ACCOMMODATE NEW ADA

ACCESSIBLE RAMP.

E

EXISTING SIDEWALK AND CURB AND

GUTTER TO BE SAW CUT / REMOVED TO

550050

IV

IV

IV

SS

SS

SS

SS

SS

SS

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(4) IRRIGATION

VALVES

(2) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

WALTON LANE (LOCAL)

GA

LL

AT

IN

P

IK

E S

(U .S

. 3 1E

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

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP 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

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

Fil e P ath : G

:\P

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\S

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-1

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.D

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

S ERV I CE S

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

SITE DEMOLITION PLAN

CD104

MA

TC

HL

IN

E

SE

E

SH

EE

T

CD

MATCHLINE

SEE SHEET CD105

NORTH

KEY MAP

(NOT TO SCALE)

1 4

2 5

3 6

LIMITS OF WORK

PAVEMENT SAWCUT LINE

EXISTING ASPHALT PAVEMENT AND SUBGRADE TO BE

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION

(10.0")

EXISTING CURB AND GUTTER TO BE SAW CUT /

REMOVED. CURB & GUTTER SHALL BE REMOVED

ENTIRELY BETWEEN CLOSEST JOINTS (I.E.

JOINT-TO-JOINT). ADJACENT EXISTING ASPHALT

PAVEMENT AND SUBGRADE TO BE SAWCUT &

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION.

DEMOLITION NOTES:

1. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR

DEPTH OF EXISTING ASPHALT PAVEMENT

EXISTING ASPHALT PAVEMENT/AGGREGATE BASE TO

BE MILLED/REMOVED (4"). EXISTING AGGREGATE BASE

TO BE RE-COMPACTED.

GRAPHIC LEGEND:

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

A

EXISTING STORM STRUCTURE TO BE REMOVED ALONG

WITH SURROUNDING SECTIONS OF CURB AND GUTTER.

EXISTING PAVEMENT AROUND INLET AND CURB TO BE

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION.

PAVEMENT SECTION IS TO BE THE ENTIRE WIDTH OF

THE ROAD.

B

EXISTING STORM GRATE AND FRAME TO BE REMOVED

ALONG WITH SURROUNDING SECTIONS OF CURB AND

GUTTER. EXISTING PAVEMENT AROUND INLET AND

CURB TO BE REMOVED TO TOTAL DEPTH OF NEW

PAVING SECTION. SECTION IS TO BE THE THE ENTIRE

WIDTH OF THE ROAD.

C

EXISTING SECTION OF PAVEMENT NEAR INLET TO BE

MILLED TO EXISTING AGGREGATE BASE. SECTION IS TO

EXTEND AT LEAST 5' BEYOND EACH SIDE OF INLET AND

IS TO BE THE FULL WIDTH OF THE ROAD.

EXISTING ASPHALT PAVEMENT TO BE MILLED (1.5")

D PAVEMENT ON BRIDGE TO BE MILLED 1.5"

EXISTING SIDEWALK AND CURB AND GUTTER TO BE

SAW CUT / REMOVED TO ACCOMMODATE NEW ADA

ACCESSIBLE RAMP.

E

EXISTING SIDEWALK AND CURB AND

GUTTER TO BE SAW CUT / REMOVED TO

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(3) IRRIGATION

VALVES

(4) IRRIGATION

VALVES

(4) IRRIGATION

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. 3 1E

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. 3 1E

A

B B

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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

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP 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

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\33

-1

1 N

AS

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

S ERV I CE S

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

SITE DEMOLITION PLAN

CD105

MA

TC

HL

IN

E

SE

E

SH

EE

T

CD

MATCHLINE

SEE SHEET CD106

MATCHLINE

SEE SHEET CD104

NORTH

KEY MAP

(NOT TO SCALE)

1 4

2 5

3 6

LIMITS OF WORK

PAVEMENT SAWCUT LINE

EXISTING ASPHALT PAVEMENT AND SUBGRADE TO BE

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION

(10.0")

EXISTING CURB AND GUTTER TO BE SAW CUT /

REMOVED. CURB & GUTTER SHALL BE REMOVED

ENTIRELY BETWEEN CLOSEST JOINTS (I.E.

JOINT-TO-JOINT). ADJACENT EXISTING ASPHALT

PAVEMENT AND SUBGRADE TO BE SAWCUT &

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION.

DEMOLITION NOTES:

1. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR

DEPTH OF EXISTING ASPHALT PAVEMENT

EXISTING ASPHALT PAVEMENT/AGGREGATE BASE TO

BE MILLED/REMOVED (4"). EXISTING AGGREGATE BASE

TO BE RE-COMPACTED.

GRAPHIC LEGEND:

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

A

EXISTING STORM STRUCTURE TO BE REMOVED ALONG

WITH SURROUNDING SECTIONS OF CURB AND GUTTER.

EXISTING PAVEMENT AROUND INLET AND CURB TO BE

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION.

PAVEMENT SECTION IS TO BE THE ENTIRE WIDTH OF

THE ROAD.

B

EXISTING STORM GRATE AND FRAME TO BE REMOVED

ALONG WITH SURROUNDING SECTIONS OF CURB AND

GUTTER. EXISTING PAVEMENT AROUND INLET AND

CURB TO BE REMOVED TO TOTAL DEPTH OF NEW

PAVING SECTION. SECTION IS TO BE THE THE ENTIRE

WIDTH OF THE ROAD.

C

EXISTING SECTION OF PAVEMENT NEAR INLET TO BE

MILLED TO EXISTING AGGREGATE BASE. SECTION IS TO

EXTEND AT LEAST 5' BEYOND EACH SIDE OF INLET AND

IS TO BE THE FULL WIDTH OF THE ROAD.

EXISTING ASPHALT PAVEMENT TO BE MILLED (1.5")

D PAVEMENT ON BRIDGE TO BE MILLED 1.5"

EXISTING SIDEWALK AND CURB AND GUTTER TO BE

SAW CUT / REMOVED TO ACCOMMODATE NEW ADA

ACCESSIBLE RAMP.

E

EXISTING SIDEWALK AND CURB AND

GUTTER TO BE SAW CUT / REMOVED TO

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(3) IRRIGATION

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(4) IRRIGATION

VALVES

(3) IRRIGATION

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(3) IRRIGATION

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(U .S

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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

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP 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

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

S ERV I CE S

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

SITE DEMOLITION PLAN

MA

TC

HL

IN

E

SE

E

SH

EE

T

CD

MATCHLINE

SEE SHEET CD105

NORTH

CD106

KEY MAP

(NOT TO SCALE)

1 4

2 5

3 6

LIMITS OF WORK

PAVEMENT SAWCUT LINE

EXISTING ASPHALT PAVEMENT AND SUBGRADE TO BE

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION

(10.0")

EXISTING CURB AND GUTTER TO BE SAW CUT /

REMOVED. CURB & GUTTER SHALL BE REMOVED

ENTIRELY BETWEEN CLOSEST JOINTS (I.E.

JOINT-TO-JOINT). ADJACENT EXISTING ASPHALT

PAVEMENT AND SUBGRADE TO BE SAWCUT &

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION.

DEMOLITION NOTES:

1. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR

DEPTH OF EXISTING ASPHALT PAVEMENT

EXISTING ASPHALT PAVEMENT/AGGREGATE BASE TO

BE MILLED/REMOVED (4"). EXISTING AGGREGATE BASE

TO BE RE-COMPACTED.

GRAPHIC LEGEND:

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

A

EXISTING STORM STRUCTURE TO BE REMOVED ALONG

WITH SURROUNDING SECTIONS OF CURB AND GUTTER.

EXISTING PAVEMENT AROUND INLET AND CURB TO BE

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION.

PAVEMENT SECTION IS TO BE THE ENTIRE WIDTH OF

THE ROAD.

B

EXISTING STORM GRATE AND FRAME TO BE REMOVED

ALONG WITH SURROUNDING SECTIONS OF CURB AND

GUTTER. EXISTING PAVEMENT AROUND INLET AND

CURB TO BE REMOVED TO TOTAL DEPTH OF NEW

PAVING SECTION. SECTION IS TO BE THE THE ENTIRE

WIDTH OF THE ROAD.

C

EXISTING SECTION OF PAVEMENT NEAR INLET TO BE

MILLED TO EXISTING AGGREGATE BASE. SECTION IS TO

EXTEND AT LEAST 5' BEYOND EACH SIDE OF INLET AND

IS TO BE THE FULL WIDTH OF THE ROAD.

EXISTING ASPHALT PAVEMENT TO BE MILLED (1.5")

D PAVEMENT ON BRIDGE TO BE MILLED 1.5"

EXISTING SIDEWALK AND CURB AND GUTTER TO BE

SAW CUT / REMOVED TO ACCOMMODATE NEW ADA

ACCESSIBLE RAMP.

E

EXISTING SIDEWALK AND CURB AND

GUTTER TO BE SAW CUT / REMOVED TO

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SS

SS

SS

SS

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CS101

SITE PLAN

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

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

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP 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

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

S ERV I CE S

MA

TC

HL

IN

E

SE

E

SH

EE

T

CS

MATCHLINE

SEE SHEET CS102

NORTH

LIMITS OF WORK

FULL DEPTH PAVEMENT

REPLACEMENT (10.0")

CONSTRUCT CURB AND GUTTER.

WARP GUTTER TO MEET STORM

INLET GRATES. PROVIDE

EXPANSION JOINT WHERE

ABUTTING STRUCTURES. ALL TO

BE MOUNTABLE CURB AND

GUTTER UNLESS NOTED

OTHERWISE ON PLANS

PARTIAL DEPTH PAVEMENT

REPLACEMENT (4")

GRAPHIC LEGEND:

CONTRACTOR STAGING AREA

AREA OF SOD REPLACEMENT PER

PROJECT SPECEFICATIONS

SECTION 32 90 00

KEY MAP

(NOT TO SCALE)

1 4

2 5

3 6

A PROVIDE PAVEMENT WEDGE

KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL / PG

B INSTALL STORM STRUCTURE

& RESTORE ALL PIPE CONNECTIONS

C INSTALL INLET GRATE AND FRAME

D INSTALL WHEEL STOP

E PAINT PARKING STRIPES.

NON-STRUCTURAL ASPHALT

PAVEMENT OVERLAY (1.5")

DETAIL / PGGRAPHIC DESCRIPTION

F FLUSH CURB AND GUTTER

G 1.5" ASPHALT PAVEMENT

OVERLAY OVER BRIDGE

H

CONSTRUCT ADA COMPLIANT

SIDEWALK RAMP WITH

DETECTIBLE WARNING STRIP

AND CURB AND GUTTER

AutoCAD SHX Text

AutoCAD SHX Text

CS501

AutoCAD SHX Text

AutoCAD SHX Text

CS501

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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CS102

SITE PLAN

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

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

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP 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

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

S ERV I CE S

MA

TC

HL

IN

E

SE

E

SH

EE

T

CS

MATCHLINE

SEE SHEET CS103

MATCHLINE

SEE SHEET CS101

NORTHNORTHNORTH

KEY MAP

(NOT TO SCALE)

1 4

2 5

3 6

NORTHNORTH

LIMITS OF WORK

FULL DEPTH PAVEMENT

REPLACEMENT (10.0")

CONSTRUCT CURB AND GUTTER.

WARP GUTTER TO MEET STORM

INLET GRATES. PROVIDE

EXPANSION JOINT WHERE

ABUTTING STRUCTURES. ALL TO

BE MOUNTABLE CURB AND

GUTTER UNLESS NOTED

OTHERWISE ON PLANS

PARTIAL DEPTH PAVEMENT

REPLACEMENT (4")

GRAPHIC LEGEND:

CONTRACTOR STAGING AREA

AREA OF SOD REPLACEMENT PER

PROJECT SPECEFICATIONS

SECTION 32 90 00

A PROVIDE PAVEMENT WEDGE

KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL / PG

B INSTALL STORM STRUCTURE

& RESTORE ALL PIPE CONNECTIONS

C INSTALL INLET GRATE AND FRAME

D INSTALL WHEEL STOP

E PAINT PARKING STRIPES.

NON-STRUCTURAL ASPHALT

PAVEMENT OVERLAY (1.5")

DETAIL / PGGRAPHIC DESCRIPTION

F FLUSH CURB AND GUTTER

G 1.5" ASPHALT PAVEMENT

OVERLAY OVER BRIDGE

H

CONSTRUCT ADA COMPLIANT

SIDEWALK RAMP WITH

DETECTIBLE WARNING STRIP

AND CURB AND GUTTER

AutoCAD SHX Text 12.8

AutoCAD SHX Text

CS504

AutoCAD SHX Text 12.6

AutoCAD SHX Text

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AutoCAD SHX Text 12.7

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CS103

SITE PLAN

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

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

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP 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

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

Fil e P ath : G

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

S ERV I CE S

MA

TC

HL

IN

E

SE

E

SH

EE

T

CS

MATCHLINE

SEE SHEET CS102

NORTHNORTHNORTH

KEY MAP

(NOT TO SCALE)

1 4

2 5

3 6

NORTHNORTH

LIMITS OF WORK

FULL DEPTH PAVEMENT

REPLACEMENT (10.0")

CONSTRUCT CURB AND GUTTER.

WARP GUTTER TO MEET STORM

INLET GRATES. PROVIDE

EXPANSION JOINT WHERE

ABUTTING STRUCTURES. ALL TO

BE MOUNTABLE CURB AND

GUTTER UNLESS NOTED

OTHERWISE ON PLANS

PARTIAL DEPTH PAVEMENT

REPLACEMENT (4")

GRAPHIC LEGEND:

CONTRACTOR STAGING AREA

AREA OF SOD REPLACEMENT PER

PROJECT SPECEFICATIONS

SECTION 32 90 00

A PROVIDE PAVEMENT WEDGE

KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL / PG

B INSTALL STORM STRUCTURE

& RESTORE ALL PIPE CONNECTIONS

C INSTALL INLET GRATE AND FRAME

D INSTALL WHEEL STOP

E PAINT PARKING STRIPES.

NON-STRUCTURAL ASPHALT

PAVEMENT OVERLAY (1.5")

DETAIL / PGGRAPHIC DESCRIPTION

F FLUSH CURB AND GUTTER

G 1.5" ASPHALT PAVEMENT

OVERLAY OVER BRIDGE

H

CONSTRUCT ADA COMPLIANT

SIDEWALK RAMP WITH

DETECTIBLE WARNING STRIP

AND CURB AND GUTTER

AutoCAD SHX Text 12.1

AutoCAD SHX Text

CS504

AutoCAD SHX Text 12.2

AutoCAD SHX Text

CS504

AutoCAD SHX Text 12.3

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(4) IRRIGATION

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(2) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

WALTON LANE (LOCAL)

GA

LL

AT

IN

P

IK

E S

(U .S

. 3 1E

CS104

SITE PLAN

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

Project Number

Drawing Number

Project Title

Location

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21 4 5 6 7 8 9

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP 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

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

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HL

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SE

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MATCHLINE

SEE SHEET CS105

KEY MAP

(NOT TO SCALE)

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2 5

3 6

NORTH

LIMITS OF WORK

FULL DEPTH PAVEMENT

REPLACEMENT (10.0")

CONSTRUCT CURB AND GUTTER.

WARP GUTTER TO MEET STORM

INLET GRATES. PROVIDE

EXPANSION JOINT WHERE

ABUTTING STRUCTURES. ALL TO

BE MOUNTABLE CURB AND

GUTTER UNLESS NOTED

OTHERWISE ON PLANS

PARTIAL DEPTH PAVEMENT

REPLACEMENT (4")

GRAPHIC LEGEND:

CONTRACTOR STAGING AREA

AREA OF SOD REPLACEMENT PER

PROJECT SPECEFICATIONS

SECTION 32 90 00

A PROVIDE PAVEMENT WEDGE

KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL / PG

B INSTALL STORM STRUCTURE

& RESTORE ALL PIPE CONNECTIONS

C INSTALL INLET GRATE AND FRAME

D INSTALL WHEEL STOP

E PAINT PARKING STRIPES.

NON-STRUCTURAL ASPHALT

PAVEMENT OVERLAY (1.5")

DETAIL / PGGRAPHIC DESCRIPTION

F FLUSH CURB AND GUTTER

G 1.5" ASPHALT PAVEMENT

OVERLAY OVER BRIDGE

H

CONSTRUCT ADA COMPLIANT

SIDEWALK RAMP WITH

DETECTIBLE WARNING STRIP

AND CURB AND GUTTER

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21 4 5 6 7 8 9

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP 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

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

S ERV I CE S

MA

TC

HL

IN

E

SE

E

SH

EE

T

CS

MATCHLINE

SEE SHEET CS106

MATCHLINE

SEE SHEET CS104

KEY MAP

(NOT TO SCALE)

1 4

2 5

3 6

NORTH

LIMITS OF WORK

FULL DEPTH PAVEMENT

REPLACEMENT (10.0")

CONSTRUCT CURB AND GUTTER.

WARP GUTTER TO MEET STORM

INLET GRATES. PROVIDE

EXPANSION JOINT WHERE

ABUTTING STRUCTURES. ALL TO

BE MOUNTABLE CURB AND

GUTTER UNLESS NOTED

OTHERWISE ON PLANS

PARTIAL DEPTH PAVEMENT

REPLACEMENT (4")

GRAPHIC LEGEND:

CONTRACTOR STAGING AREA

AREA OF SOD REPLACEMENT PER

PROJECT SPECEFICATIONS

SECTION 32 90 00

A PROVIDE PAVEMENT WEDGE

KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL / PG

B INSTALL STORM STRUCTURE

& RESTORE ALL PIPE CONNECTIONS

C INSTALL INLET GRATE AND FRAME

D INSTALL WHEEL STOP

E PAINT PARKING STRIPES.

NON-STRUCTURAL ASPHALT

PAVEMENT OVERLAY (1.5")

DETAIL / PGGRAPHIC DESCRIPTION

F FLUSH CURB AND GUTTER

G 1.5" ASPHALT PAVEMENT

OVERLAY OVER BRIDGE

H

CONSTRUCT ADA COMPLIANT

SIDEWALK RAMP WITH

DETECTIBLE WARNING STRIP

AND CURB AND GUTTER

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SITE PLAN

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

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

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP 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

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

S ERV I CE S

MA

TC

HL

IN

E

SE

E

SH

EE

T

CS

MATCHLINE

SEE SHEET CS105

NORTHNORTHNORTH

KEY MAP

(NOT TO SCALE)

1 4

2 5

3 6

NORTHNORTH

LIMITS OF WORK

FULL DEPTH PAVEMENT

REPLACEMENT (10.0")

CONSTRUCT CURB AND GUTTER.

WARP GUTTER TO MEET STORM

INLET GRATES. PROVIDE

EXPANSION JOINT WHERE

ABUTTING STRUCTURES. ALL TO

BE MOUNTABLE CURB AND

GUTTER UNLESS NOTED

OTHERWISE ON PLANS

PARTIAL DEPTH PAVEMENT

REPLACEMENT (4")

GRAPHIC LEGEND:

CONTRACTOR STAGING AREA

AREA OF SOD REPLACEMENT PER

PROJECT SPECEFICATIONS

SECTION 32 90 00

A PROVIDE PAVEMENT WEDGE

KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL / PG

B INSTALL STORM STRUCTURE

& RESTORE ALL PIPE CONNECTIONS

C INSTALL INLET GRATE AND FRAME

D INSTALL WHEEL STOP

E PAINT PARKING STRIPES.

NON-STRUCTURAL ASPHALT

PAVEMENT OVERLAY (1.5")

DETAIL / PGGRAPHIC DESCRIPTION

F FLUSH CURB AND GUTTER

G 1.5" ASPHALT PAVEMENT

OVERLAY OVER BRIDGE

H

CONSTRUCT ADA COMPLIANT

SIDEWALK RAMP WITH

DETECTIBLE WARNING STRIP

AND CURB AND GUTTER

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4'

3' 3'

11 2" 11 2"

11 2"

9" 4"

ALL VISIBLE SURFACES

TO BE PRIMED AND PAINTED

SIGN ATTACHED TOGETHER

WITH WOOD SCREWS & LAG BOLTS

CHANGEABLE NUMBERS

3 4"

3' M

IN

FINISHED GRADE (TYP.) FINISHED GRADE (TYP.)

SIZE:

SIGN PANEL: 3' HIGH x 4' WIDE

DESCRIPTION:

SIGN USED IN CONSTRUCTION SITES TO PROVIDE

INFORMATION REGARDING FREQUENCY OF ON SITE

CONSTRUCTION RELATED ACCIDENTS. SIGN PANEL

IS BUILT WITH A REGION TO DISPLAY CHANGEABLE

NUMBERS TO INDICATE THE NUMBER OF DAYS

SINCE TIME WAS LOST DUE TO A CONSTRUCTION

ACCIDENT.

MESSAGE CONFIGURATION:

REFER TO MESSAGE LAYOUT DETAIL FOR

DIMENSIONS.

SIGN COMPONENTS:

POSTS (METAL OR WOOD) AND MEDIUM DENSITY

OVERLAY (M.D.O.) PLYWOOD OR ALUMINUM SIGN

PANEL. SIGN PANEL MAY OR MAY NOT BE FRAMED.

SIGN PANEL IS EQUIPPED WITH A REGION TO

DISPLAY CHANGEABLE NUMBERS.

GRAPHICS PROCESS:

SURFACE APPLIED VINYL OR SCREENED GRAPHICS.

COLORS:

FOR BACKGROUND, TYPE AND GRAPHIC COLORS,

REFER TO COLOR CHART IN THE VA SIGNAGE

DESIGN MANUAL "SECTION 12: NATIONAL CEMETERY

SIGNS"

TYPOGRAPHY:

HELVETICA BOLD.

MOUNTING:

POST MOUNTED SIGN PANEL.

INSTALLATION:

IT IS RECOMMENDED THAT THIS SIGN BE PLACED AT

A VISIBLE LOCATION ON A CONSTRUCTION SITE

NEAR A FIELD OFFICE.

FACE PANEL TO BE AN EXTERIOR GRADE M.D.O. SHEET

OR AN ALUMINUM SKIN LAMINATED TO A WOOD OR

PLASTIC CORE IS PREFERRED WITH EDGES PHYSICALLY

SEALED.

PLAN VIEW

4"x4" POSTS

4"

3' M

IN

END VIEWELEVATION

4"x4" POSTS

2"x4" FRAMING

2"x4" FRAMING 4"x4" POSTS (TYP.)

FACE

General Contractor's Firm Name

ELEVATION

PLAN VIEW

6"

2"x4" FRAMING

4"x4" POSTS (TYP.)

FACE

41 2" 41 2"

2'

6' 3'

1' -7

4'

-5

8'

ALL VISIBLE SURFACES

TO BE PRIMED AND

PAINTED

SIGN ATTACHED

TOGETHER WITH WOOD

SCREWS & LAG BOLTS

FACE PANEL TO BE AN EXTERIOR

GRADE. M.D.O. SHEET OR AN

ALUMINUM SKIN LAMINATED TO A

WOOD OR PLASTIC CORE IS

PREFERRED WITH EDGES

PHYSICALLY SEALED.

4"x4" POSTS

FINISHED GRADE (TYP.)

4' M

IN

EQ

EQ

4"x4" POSTS

FINISHED GRADE (TYP.)

4' M

IN

END VIEW

2"x4" FRAMING

SIZE:

SIGN PANEL: 6' HIGH x 8' WIDE

DESCRIPTION:

SIGN USED IN CONSTRUCTION SITES TO PROVIDE INFORMATION DESIGNATING

THE SPECIFIC "DEPARTMENT OF VETERANS AFFAIRS" PROJECT UNDER

CONSTRUCTION AS WELL AS THE NAME OF THE GENERAL CONTRACTOR & OTHER

PROJECT SPECIFIC CONSULTANTS.

MESSAGE CONFIGURATION:

REFER TO MESSAGE LAYOUT DETAIL FOR DIMENSIONS.

SIGN COMPONENTS:

POSTS AND FRAMED MEDIUM DENSITY OVERLAY (M.D.O.) PLYWOOD OR

ALUMINUM SIGN PANEL.

GRAPHICS PROCESS:

SURFACE APPLIED VINYL OR SCREENED GRAPHICS.

COLORS:

BACKGROUND: VA BLUE & WHITE

TYPE: BLACK

REFER TO COLOR CHART IN THE VA SIGNAGE DESIGN MANUAL "SECTION 12:

NATIONAL CEMETERY SIGNS"

TYPOGRAPHY:

HELVETICA BOLD

MOUNTING:

POST MOUNTED FRAMED SIGN PANEL.

INSTALLATION:

IT IS RECOMMENDED THAT THIS SIGN BE PLACED AT THE ENTRY, OR A VISIBLE

LOCATION, ON A CONSTRUCTION SITE.

2" HOT-MIX ASPHALT SURFACE COURSE

3" HOT-MIX ASPHALT BINDER COURSE

5" CRUSHED AGGREGATE BASE

COURSE

COMPACTED SUBGRADE

BITUMINOUS TACK COAT

EX. CURB AND GUTTER TO REMAIN UNLESS NOTED ON PLAN,

FOR NEW CURB AND GUTTER, SEE DETAIL

NOT TO SCALE

ASPHALT PAVEMENT FULL DEPTH REPLACEMENT1

MILL 1.5" AND OVERLAY 1.5" HOT-MIX

ASPHALT SURFACE COURSE

EX. PAVEMENT

EX. AGGREGATE BASE

EX. SUBGRADE

CLEAN & SEAL ALL CRACKS IN EXISTING ASPHALT

PAVEMENT PRIOR TO OVERLAY, PLACE BITUMINOUS TACK

COAT

EX. CURB AND GUTTER TO REMAIN UNLESS NOTED ON PLAN,

FOR NEW CURB AND GUTTER, SEE DETAIL

NOT TO SCALE

NON STRUCTURAL ASPHALT PAVEMENT MILL & OVERLAY3

PLACE 1.5" HOT-MIX ASPHALT SURFACE COURSE

PLACE 2.5" HOT-MIX ASPHALT BINDER COURSE ON

RE-COMPACTED AGGREGATE BASE.

RE-COMPACT EXISTING AGGREGATE

BASE COURSE AFTER MILLING IF

NECESSARY

EX. SUBGRADE

EX. CURB AND GUTTER TO REMAIN UNLESS NOTED ON PLAN,

FOR NEW CURB AND GUTTER, SEE DETAIL

NOT TO SCALE

PARTIAL DEPTH ASPHALT PAVEMENT REPLACEMENT2

NOTES:

1. EXISTING ASPHALT PAVEMENT TO BE MILLED TO A TOTAL DEPTH OF 4". IF EXISTING ASPHALT IS LESS THAN 4", ALL PAVEMENT

SHALL BE REMOVED AND EXISTING AGGREGATE BASE SHALL BE EXCAVATED TO ACCOMMODATE NEW ASPHALT PAVING.

NOT TO SCALE

PAVEMENT WEDGING DETAIL4

NOTES:

1. PROVIDE PAVEMENT WEDGE TO ENSURE CLEAN TRANSITION BETWEEN EXISTING AND PROPOSED ASPHALT.

2'

EXISTING

ASPHALT

PAVEMENT

SECTION

PROPOSED ASPHALT SURFACE COURSE

TAPER MILL TO MATCH EXISTING ASPHALT PAVEMENT.

2' 1' 1'

2%

ASPHALT

PAVEMENT

SECTION

1/4" R

10" R

FINISHED

GRADE

STABILIZED

NON-YIELDING

SUBGRADE

NOTES:

1. CONCRETE SHALL BE GRADE A 4,000 PSI.

2. 8" GRADED AGGREGATE BASE AND COMPACTED SUBGRADE SHALL BE INSTALLED UNDER CURB CONSISTENT WITH

PAVEMENT TYPICAL SECTIONS.

3. ALL CURB JOINTS SHALL BE MADE BY ACCEPTABLE FORMING METHODS.

4. PROVIDE EXPANSION JOINTS AT AN INTERVAL OF AT LEAST 50'; WHERE TANGENT AND RADIAL CURB MEET; WHERE

NEW CURB MEETS EXISTING CURB; AND WHERE CURB SURROUNDS OR ADJOINS A FIXED OBJECT SUCH AS A STORM INLET. PROVIDE SEALANT PER THIS DETAIL. THREE (3) #4 SMOOTH DOWELS SHALL BE USED AT EXPANSION JOINT LOCATIONS. THE DOWELS SHALL BE GREASED AND WRAPPED AND OR CAPPED WITH PLASTIC EXPANSION

TUBES AT ONE END.

5. WHERE CURB & GUTTER ABUTS CONCRETE PAVEMENT, A LONGITUDINAL JOINT WITH TIE BARS OR TIE BOLT ASSEMBLIES SHALL BE CONSTRUCTED AT THE EDGE IN LIEU OF PAINTED BITUMINOUS MATERIAL.

10" R

NOT TO SCALE

CURB AND GUTTER DETAILS5

1/4"

PREMOLDED JOINT

FILLER EXTENDING TO

BOTTOM SURFACE OF

CONCRETE.

3.5"

1/2"

JOINT SEALANT

1/4" R 1/4" R

1/8"

3/8" BACKER ROD 1.25"

3.5"

1/4" R

1.25"

JOINT SEALANT

5/8" BACKER ROD

EX. SUBGRADE

CRUSHED AGGREGATE

BASE COURSE

8"

MILL 4" OF PAVING SECTION. IF NECESSARY,

REMOVE EXISTING AGGREGATE BASE TO

ACCOMMODATE 4" NEW ASPHALT PAVING.

BITUMINOUS TACK COAT

BITUMINOUS PRIME COATBITUMINOUS PRIME COAT

CONTRACTION JOINT EXPANSION JOINT

NOTES:

1. DIMENSIONS MAY BE MODIFIED AS NEEDED BASED ON PRODUCT SUPPLIER.

6" 5'-8"

2"4" 2"

6' 4" x x x x x x x x x x x

GALVANIZED STEEL DOWELS

2"Ø X 14" LONG CENTERED IN

WHEELSTOP (3 PER

WHEELSTOP)

SOLID MOLDED WHEEL

STOP (COLOR GRAY) WITH

PRE-DRILLED REBAR

HOLES FOR ASPHALT

INSTALLATION

SECTION

1"Ø HOLE (TYP.)

10"

NOT TO SCALE

WHEEL STOP DETAIL6

GEOTEXTILE FABRIC

1' 1'

8"

1/4" R

FLUSH CURB & GUTTER

FINISHED

GRADE

2% 2%

PAVEMENT

SECTION

STABILIZED

NON-YIELDING

SUBGRADE

MOUNTABLE CURB & GUTTER

CS501

SITE DETAILS

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

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP 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

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

S ERV I CE S

NOT TO SCALE

CONSTRUCTION SIGN: SAFETY (SP-24.04)8NOT TO SCALE

CONSTRUCTION SIGN: TEXT ONLY (SP-24.01)7 NOT TO SCALE

PARKING SPACE DETAIL9

AutoCAD SHX Text

SEE IMAGE, THIS DETAIL

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NCA DESIGN AND CONSTRUCTION SERVICE

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NASHVILLE NATIONAL CEMETERY

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GENERAL CONTRACTOR

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REPAIR ROADS

AutoCAD SHX Text Construction Firm Name (TBD) City & State (TBD)

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ARCHITECT/ENGINEER

AutoCAD SHX Text INTEGRITY FEDERAL SERVICES Martinsburg, WV

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9' MIN

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CURB (TYP)

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PARKING SPACE (TYP)

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PARKING SPACE DETAIL

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STRIPE (TYP)

NOT TO SCALE

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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

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP 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

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

S ERV I CE S

NOT TO SCALE

INLET CATCH BASIN10

CS502

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

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP 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

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

S ERV I CE S

NOT TO SCALE

INLET FRAME AND GRATE11

CS503

GRATE AND FRAME NOTES:

1. GRATE AND FRAME DETAIL USED AS A BASIS OF DESIGN.

2. ON STRUCTURES WHERE PROPOSED IMPROVEMENTS CALL FOR REPLACING

INLET GRATE AND FRAME ONLY, CONTRACTOR IS TO VERIFY SIZE OF EXISTING

INLET PRIOR TO ORDERING GRATE AND FRAME.

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

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP 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

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

S ERV I CE S

NOT TO SCALE

DETAIL OF INLET AND CURB REPAIR/REPLACEMENT10

AREA OF CURB

REPLACEMENT

AT INLET

REPLACE

INLET GRATE

AND FRAME,

REPLACE

CURB

SURROUNDING

INLET.

AREA OF CURB

REPLACEMENT

AT INLET. AREA OF CURB

REPLACEMENT

AT INLET.

REPLACE

INLET GRATE

AND FRAME,

REPLACE

CURB

SURROUNDING

INLET.

REPLACE

INLET GRATE

AND FRAME,

REPLACE

CURB

SURROUNDING

INLET.

REPLACE

STORM

STRUCTURE,

REPLACE

CURB

SURROUNDING

INLET.

REPLACE

STORM

STRUCTURE,

REPLACE

CURB

SURROUNDING

INLET.

REPLACE

INLET GRATE

AND FRAME,

REPLACE

CURB

SURROUNDING

INLET.

12.2 12.3 12.4 12.5 12.6 12.7

12.1012.912.8 12.11

12.1

CS504

DEMOLISH

EXISTING

CURB AND

REPLACE WITH

MODIFIED

CURB TO

ALLOW WATER

TO FLOW INTO

GRASS AREA.

EXCAVATE

SOD AND

REPLACE SO

THAT WATER

DOES NOT

POOL ON

ROADWAY

12.12

AREA OF CURB

REPLACEMENT

12.13

REPLACE

INLET GRATE

AND FRAME,

REPLACE

CURB

SURROUNDING

INLET. 12.14

AREA OF CURB

REPLACEMENT

AT INLET

12.15

REPLACE

INLET GRATE

AND FRAME,

REPLACE

CURB

SURROUNDING

INLET.

AREA OF CURB

REPLACEMENT

AT INLET

12.16

REPLACE

INLET GRATE

AND FRAME,

REPLACE

CURB

SURROUNDING

INLET.

12.17

REPLACE

CURB AND

SIDEWALK

WITH ADA

COMPLIANT

SIDEWALK

AND

DETECTABLE

WARNING

STRIP

12.18 12.19

AREA OF CURB

REPLACEMENT

12.20

AREA OF CURB

REPLACEMENT

AT INLET.

WARP CURB

AT INLET

REPLACE

CURB AND

SIDEWALK

WITH ADA

COMPLIANT

SIDEWALK

AND

DETECTABLE

WARNING

STRIP

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

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP 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

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

Fil e P ath : G

:\P

RO

JE

CT

\S

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\33

-1

1 N

AS

HV

ILL

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NC

R

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LA

CE

R

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DS

A

ND

C

UR

BS

\E

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.D

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

S ERV I CE S

NOT TO SCALE

ADA CURB RAMP13

CS505

MATCH EXISTING

SIDEWALK WIDTH

NOT TO SCALE

DETECTABLE WARNING STRIP14