Bid Drawings Vol. 3 of 3_823CM3024 Renovate Roads and FCA Corrections at Wood NC.pdf

S2 8°

9'

2"

W

.4

8'

L=99.508R=78.000

N79° 36' 54"W 47.11'

N 5°

7'

5"

E

1.

L=86.499

R=43.000

S86° 55' 39"E

4.53'

L=35.854

R=48.000

N50 ° 1

6'

"E 3.7

6'

L=

.4

R =4

8.

FG:632.35

FG:632.21

FG:632.02

FG:631.80

FG:632.09

FG:632.06

FG:632.24

FG:632.41

FG:632.18

ASPHALT REPAINT NOTES:

1. CONTRACTOR SHALL REPAINT THE FOLLOWING:

1.1. STOP BARS, 4" WIDE; WHITE.

1.2. ABA PARKING SYMBOL, 4" WIDE; BLUE.

1.3. NO PARKING HATCH, 4" WIDE; WHITE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

SITE & GRADING PLAN -

ADMINISTRATION BUILDING (BASE

BID)

C-401

0 10 20

1 INCH = 10 FEET

KEYED NOTES

1. STANDARD CURB & GUTTER, SEE DETAIL B8/C-501.

2. CONCRETE SIDEWALK, SEE DETAIL C2/C-502.

3. ASPHALT PAVING, SEE DETAIL B3/C-501.

4. ABA ACCESS RAMP WITH TRUNCATED DOME PAVERS,

SEE DETAIL D8/C-501.

5. CURB TRANSITION, SEE DETAIL D5/C-501.

6. ABA PARKING SYMBOL PER LOCAL REQUIREMENTS.

7. 4" SOLID WHITE STRIPING.

8. EXPANSION JOINT, SEE DETAIL B9/C-502.

9. CONTRACTION JOINT, SEE DETAIL B6/C-502.

10. CURB INLET, SEE DETAILB6/C-503.

11. VALLEY GUTTER, SEE DETAIL F8/C-501.

12. CONCRETE FLUME WITH 1' CURB TRANSITIONS AND 3';X3'

CONCRETE APRON.

ASPHALT PAVING

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

ADMINISTRATION BUILDING ALIGNMENT, SEE

SHEET C-701 FOR VERTICAL PROFILE.

7 TYP.

7 TYP.

7 TYP.

9 TYP.

TYP.

9 TYP.

TYP.

CONCRETE PAVING

TRUNCATED DOMES

CURB AND GUTTER

4" SOLID WHITE STRIPING

EXPANSION JOINT

CONTROL JOINT

CONTOUR MINOR

CONTOUR MAJOR26

LEGEND AND SYMBOLS

CURB INLET

ROAD REPAIR GENERAL NOTES:

1. CONTRACTOR SHALL MATCH THE EXISTING BACK OF CURB

LOCATIONS EXCEPT WHERE ROADWAY WIDENING OCCURS.

1.1. CONTRACTOR MAY ADJUST BACK OF CURB LOCATION FOR

AESTHETIC PURPOSES ALONG TURNING RADIUSES AS

NECESSARY.

2. ALL SUPER ELEVATED ROADS SHALL REMAIN SUPER ELEVATED.

2.1. ALL CURBING ON THE "UPHILL" SIDE OF THE SUPER ELEVATION

SHALL BE HAVE A SPILL TYPE GUTTER.

3. ALL CROWNED ROADS SHALL REMAINED CROWNED.

AutoCAD SHX Text

METAL COVER

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VAULT

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LANDSCAPING

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LANDSCAPING

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SIGN

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LANDSCAPING

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LANDSCAPING

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LANDSCAPING

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CONCRETE

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CONCRETE

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CONCRETE WALK

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BRICK WALL

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LANDSCAPING

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LANDSCAPING

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GRAVEL

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GRAVEL

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ASPHALT

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ASPHALT

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METAL FENCE

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METAL FENCE

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BUILDING

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CONCRETE

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RIM 629.17 6" SE 626.09

AutoCAD SHX Text

RIM 628.30 8" W 625.50 8" S 625.40 6" E 625.70

AutoCAD SHX Text

RIM 628.69 6" NW 625.69 DEBRIS

0+

1+

2+

2+

BP

: 0

+0 0.

EP

: 2

+4 8.

0+00

1+00

2+00

3+

4+00

5+00

6+00

7+00

BP: 0+00.00

PC: 0+31.16

PCC: 0+82.38

PCC: 1+73.25

PC

C

: 2 +7

5.

PCC: 4+01.73

PRC: 5+49.74

PT: 6+57.61

L=101.958R=200.000

L=90.871 R=971.1

L=51

.2

R=200.0

S3 5°

' 3

0" W

.16

L=126.521

R=85.116

L=

8 .

R

=1

.0

L=

7.

R

=1

.0

S86° 33' 53"W 248.37'

N 2°

8'

6"

W

.5 5'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

SITE & GRADING PLAN - CEMETERY

ROADS (BASE BID)

C-402

0 20 40

1 INCH = 20 FEET

SEE SHEET C-403

KEYED NOTES

1. ROLL CURB & GUTTER, SEE DETAIL D2/C-501.

2. ASPHALT PAVING, SEE DETAIL B3/C-501.

3. CURB INLET, SEE DETAIL B6/C-503.

ASPHALT PAVING

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

CURB AND GUTTER

LEGEND AND SYMBOLS

SEE SHEET C-703 - VERTICAL PROFILE -

AMERICAN WAR MOTHERS AVE & KILBORN

CIRCLE FOR VERTICAL PROFILE.

CURB INLET

MATCH

EXISTING

MATCH

EXISTING

SEE SHEET C-702 - VERTICAL PROFILE -

KILBORN CIRCLE, JUNEAU AVE & WALKER

ROAD FOR VERTICAL PROFILE.

CONTRACTOR SHALL

TRANSITION TO SPILL

GUTTER ALONG THE

TURNING RADIUS TO

PREVENT PONDING.

ROAD REPAIR GENERAL NOTES:

1. CONTRACTOR SHALL MATCH THE EXISTING BACK OF CURB

LOCATIONS EXCEPT WHERE ROADWAY WIDENING OCCURS.

1.1. CONTRACTOR MAY ADJUST BACK OF CURB LOCATION FOR

AESTHETIC PURPOSES ALONG TURNING RADIUSES AS

NECESSARY.

2. ALL SUPER ELEVATED ROADS SHALL REMAIN SUPER ELEVATED.

2.1. ALL CURBING ON THE "UPHILL" SIDE OF THE SUPER ELEVATION

SHALL BE HAVE A SPILL TYPE GUTTER.

3. ALL CROWNED ROADS SHALL REMAINED CROWNED.

AutoCAD SHX Text

RIM 679.26 12" NE. 674.36 12" SW. 674.26

AutoCAD SHX Text

RIM 679.71 12" SW. 674.81

AutoCAD SHX Text

ASPHALT

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SIGN

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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KILBOURN CIRCLE

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KILBOURN CIRCLE

AutoCAD SHX Text

JUNEAU AVENUE

RIM 686.11 6" NW. 683.71 6" SW. 683.71 4" E. 684.01 SUMP 683.41

ST

A:

0+

ST

A:

1+

ST

A:

2+

STA:3+00

ST

A:

4+

ST

A:

4+

0+00

1+00

8+00

9+00

10+00

11+00

N 2°

8'

6"

W

.5 5'

N 2°

8'

6"

W

.5 5'

N 2°

8'

6"

W

.5 5'

GRATED INLET - 1

GRATED INLET - 2

GRATED INLET - 3

GRATED INLET - 4

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

SITE, GRADING & DRAINAGE PLAN -

CEMETERY ROADS & DRAINAGE

(BASE BID)

C-403

0 20 40

1 INCH = 20 FEET

MATCHLINE SHEET C-404

KEYED NOTES

1. ROLL CURB & GUTTER, SEE DETAIL D2/C-501.

2. ASPHALT PAVING, SEE DETAIL B3/C-501.

3. NEW CURB INLET, SEE DETAIL B6/C-503.

4. GRATED INLET, SEE DETAIL F8/C-503.

5. 12" HDPE PIPING.

6. 12" HDPE SLOTTED DRAIN PIPE, SEE DETAIL B9/C-503.

ASPHALT PAVING

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

CURB AND GUTTER

LEGEND AND SYMBOLS

CURB INLET

GRATED INLET

STORM SEWER PIPE

DRAINAGE RUN - 1, SEE SHEET

C-705 FOR VERTICAL PROFILE

DRAINAGE RUN - 2, SEE SHEET

C-705 FOR VERTICAL PROFILE

MATCH

EXISTING

MATCHLINE SHEET C-402

SEE SHEET C-702 - VERTICAL PROFILE -

KILBORN CIRCLE, JUNEAU AVE & WALKER

ROAD FOR VERTICAL PROFILE.

CONNECT TO

EXISTING

ROAD REPAIR GENERAL NOTES:

1. CONTRACTOR SHALL MATCH THE EXISTING BACK OF CURB

LOCATIONS EXCEPT WHERE ROADWAY WIDENING OCCURS.

1.1. CONTRACTOR MAY ADJUST BACK OF CURB LOCATION FOR

AESTHETIC PURPOSES ALONG TURNING RADIUSES AS

NECESSARY.

2. ALL SUPER ELEVATED ROADS SHALL REMAIN SUPER ELEVATED.

2.1. ALL CURBING ON THE "UPHILL" SIDE OF THE SUPER ELEVATION

SHALL BE HAVE A SPILL TYPE GUTTER.

3. ALL CROWNED ROADS SHALL REMAINED CROWNED.

AutoCAD SHX Text

RIM 695.66 6" SE. 692.96 SUMP 691.86

AutoCAD SHX Text

RIM 695.78 6" SW. 693.28 SUMP 692.28

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

MONUMENT

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ASPHALT

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CONCRETE

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ASPHALT

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GRAVEL

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FILL AREA

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GARDEN

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GRAVE LINE

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GRAVE LINE

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GRAVE LINE

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GRAVE LINE

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ASPHALT

AutoCAD SHX Text

JUNEAU AVENUE

RIM 691.43 6" E. 689.43 SUMP 688.93

2+00

2+74

12+00

13+00

14+00

15+00

0+ 00 1+

00 2+ 00 3+

00 4+ 00 5+

6+

7+

7+

BP

: 0

+0 0.

PI

: 2

+1 6.

PI

: 5

+3 6.

EP

: 7

+3 7.

N 2°

8'

6"

W

.5 5'

N88° 42' 00"E

216.50'

S89° 56' 12"E 201.31'N88° 23' 47"E

319.98'

N 2°

8'

6"

W

.5 5'

DRY WELL - 2

DRY WELL - 1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

SITE, GRADING & DRAINAGE PLAN -

CEMETERY ROADS & DRAINAGE

(BASE BID)

C-404

0 20 40

1 INCH = 20 FEET

MATCHLINE SHEET C-403

MATCHLINE SHEET C-405

SEE SHEET C-408 & C-409 FOR

SITE & GRADING PLAN

KEYED NOTES

1. ROLL CURB & GUTTER, SEE DETAIL D2/C-501.

2. ASPHALT PAVING, SEE DETAIL B3/C-501.

3. NEW CURB INLET, SEE DETAIL B6/C-503.

4. DRY WELL, SEE DETAIL THIS SHEET.

5. 12" HDPE PIPING.

ASPHALT PAVING

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

CURB AND GUTTER

LEGEND AND SYMBOLS

CURB INLET

MATCH

EXISTING

MATCH

EXISTING

SEE SHEET C-702 - VERTICAL PROFILE -

KILBORN CIRCLE, JUNEAU AVE & WALKER

ROAD FOR VERTICAL PROFILE.

SEE SHEET C-703 - VERTICAL PROFILE -

AMERICAN WAR MOTHERS AVE & KILBORN

CIRCLE FOR VERTICAL PROFILE.

DRY WELL

STORM SEWER PIPE

SCALE: NTS

DRY WELLF7

PROVIDE

KEYWAY

6" MIN. 6" MIN.

5' MIN.

4' MIN.

#4 DIAGONALS

AROUND FRAME

SEE

VERTICAL

PROFILE

2" CLR.

3"

CLR.

2"

CLR.

6"

#4 @ 9" O.C.

BOTH WAYS

SEE REINFORCING TABLE

FOR SIZE AND SPACING

#4 DOWELS-SPACING

TO MATCH TOP SLAB

REINFORCING

LC

2'

2" CLR.

6" TYP.

DRY WELL NOTES

1. A ROUND STRUCTURE MAY BE SUBSTITUTED FOR A SQUARE STRUCTURE.

2. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER.

3. ALL REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL HAVE A

MINIMUM 2" COVER UNLESS OTHERWISE NOTED.

4. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 p.s.i.

5. REINFORCING BARS SHALL BE CUT TO CLEAR PIPE BY 2".

SEEPAGE PORT ORIENTATION AND LAYOUT

VARIES BETWEEN MANUFACTURERS

#4 STONE BACKFILL

12" MIN

LIMIT OF

EXCAVATION 2H : 1V

8 OZ/SY NON

WOVEN

GEOTEXTILE FABRIC

PROVIDE EAST JORDAN IRON

WORKS 8315Z 3815M ASSEMBLY

OR APPROVED EQUAL

UNDISTRUBED NATURAL SOIL OR

BACKFILL.

DRAINAGE RUN - 2, SEE SHEET

C-705 FOR VERTICAL PROFILE

ROAD REPAIR GENERAL NOTES:

1. CONTRACTOR SHALL MATCH THE EXISTING BACK OF CURB

LOCATIONS EXCEPT WHERE ROADWAY WIDENING OCCURS.

1.1. CONTRACTOR MAY ADJUST BACK OF CURB LOCATION FOR

AESTHETIC PURPOSES ALONG TURNING RADIUSES AS

NECESSARY.

2. ALL SUPER ELEVATED ROADS SHALL REMAIN SUPER ELEVATED.

2.1. ALL CURBING ON THE "UPHILL" SIDE OF THE SUPER ELEVATION

SHALL BE HAVE A SPILL TYPE GUTTER.

3. ALL CROWNED ROADS SHALL REMAINED CROWNED.

EXISTING TOPSOIL

AutoCAD SHX Text

RIM 709.48 4" SE. 707.83 SUMP 706.48

AutoCAD SHX Text

RIM 709.43 4" NE. 708.13 SUMP 706.93

AutoCAD SHX Text

ASPHALT

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ASPHALT

AutoCAD SHX Text

ASPHALT

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ASPHALT

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CONCRETE WALK

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CONCRETE

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SIGN

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LANDSCAPING

AutoCAD SHX Text

SIGN

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SIGN

AutoCAD SHX Text

LANDSCAPING

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MONUMENT

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MONUMENT

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MONUMENT

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MONUMENT

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MONUMENT

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CONCRETE

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GRAVEL

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FILL AREA

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TRANSFORMER

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BUILDING

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CONCRETE

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CONCRETE WITH VALVE

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JUNEAU AVENUE

AutoCAD SHX Text

AMERICAN WAR MOTHERS AVENUE

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%%UELEVATION

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DIAMETER OF OUTLET PIPE

AutoCAD SHX Text 6" - 18"

AutoCAD SHX Text

MIN. WALL THICKNESS

AutoCAD SHX Text 6"

AutoCAD SHX Text

TOP CONCRETE SLAB REINFORCING

AutoCAD SHX Text # 4'S @ 8" O.C. E.W.

AutoCAD SHX Text

INSIDE DIMENSION

AutoCAD SHX Text 4'

AutoCAD SHX Text

%%UPLAN VIEW TOP OF BOX

ST

A:

0+

00 ST

A:

0+

20.00'

20.00'

15+00

16+00

17+00

18+00

PI: 17+70.16

N 2°

8'

6"

W

.5 5'

N 2°

8'

6"

W

.5 5'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

SITE, GRADING & DRAINAGE PLAN -

CEMETERY ROADS & DRAINAGE

(BASE BID)

C-405

0 20 40

1 INCH = 20 FEET

MATCH LINE SHEET C-404

MATCH LINE SHEET C-406

KEYED NOTES

1. ROLL CURB & GUTTER, SEE DETAIL D2/C-501.

2. ASPHALT PAVING, SEE DETAIL B3/C-501.

3. NEW CURB INLET, SEE DETAIL B6/C-503.

4. 12" HDPE PIPING.

5. CONCRETE SIDEWALK, SEE DETAIL C2/C-502.

6. RETAINING CURB, SEE DETAIL F5/C-502.

7. ABA ACCESS RAMP WITH TRUNCATED DOMES, SEE

DETAIL D8/C-501.

8. CURB TRANSITION, SEE DETAIL D5/C-501.

9. CONTRACTION JOINT, SEE DETAIL B6/C-502.

ASPHALT PAVING

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

CURB AND GUTTER

LEGEND AND SYMBOLS

CURB INLET

GRATED INLET

STORM SEWER PIPE

MATCH EXISTING

MATCH EXISTING INVERTS

CONCRETE SIDEWALK

SEE SHEET C-702 - VERTICAL PROFILE -

KILBORN CIRCLE, JUNEAU AVE & WALKER

ROAD FOR VERTICAL PROFILE.

ROAD REPAIR GENERAL NOTES:

1. CONTRACTOR SHALL MATCH THE EXISTING BACK OF CURB

LOCATIONS EXCEPT WHERE ROADWAY WIDENING OCCURS.

1.1. CONTRACTOR MAY ADJUST BACK OF CURB LOCATION FOR

AESTHETIC PURPOSES ALONG TURNING RADIUSES AS

NECESSARY.

2. ALL SUPER ELEVATED ROADS SHALL REMAIN SUPER ELEVATED.

2.1. ALL CURBING ON THE "UPHILL" SIDE OF THE SUPER ELEVATION

SHALL BE HAVE A SPILL TYPE GUTTER.

3. ALL CROWNED ROADS SHALL REMAINED CROWNED.

AutoCAD SHX Text

RIM 696.98 12" E. 694.78 4' S. 695.78

AutoCAD SHX Text

RIM 696.93 12" E. 694.43 12" W. 694.43

AutoCAD SHX Text

ASPHALT

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MONUMENT

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GRAVE LINE

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GRAVE LINE

AutoCAD SHX Text

GRAVE LINE

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ASPHALT

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

CONCRETE

JUNEAU AVENUE

19+00

20+00

+0

+0

+0

0 23 +5

PC: 19+77.37

PT

: 2

0+

.6

5 PC

: 2 1+

.9

PT

: 2

1+

.6

PC

: 2

1+

.8

PT

: 2

2+

.9

EP

: 2

3+

.4

N 3°

0'

7"

W

7.

L=

.2

R =3

5 .

N80° 15' 45"E

112.34'

L=24.660

R=500.000

N77° 26' 12"E

34.24'

L=54.054

R=500.000

N83° 37' 51"E

103.48'

5.00'

5.00'

5.00'

R23.00'

R10.00'

6.18'

R5.00' R5.00'

R5.00'

R44.00'

R25.00'

R5.00' R5.00'

5'X5' ABA COMPLIANT RESTING AREA.

SLOPES SHALL NOT EXCEED 2% IN ANY

DIRECTION WITHIN THIS AREA

5'X5' ABA COMPLIANT RESTING AREA.

SLOPES SHALL NOT EXCEED 2% IN ANY

DIRECTION WITHIN THIS AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

SITE & GRADING PLAN - CEMETERY

ROADS & ROSTRUM (BASE BID)

C-406

0 20 40

1 INCH = 20 FEET

MATCH LINE SHEET C-405

20.00'

MATCH

EXISTING

KEYED NOTES

1. ROLL CURB & GUTTER, SEE DETAIL D2/C-501.

2. ASPHALT PAVING, SEE DETAIL B3/C-501.

3. CONCRETE SIDEWALK, SEE DETAIL C2/C-502.

4. ABA ACCESS RAMP WITH TRUNCATED DOMES, SEE

DETAIL D8/C-501.

5. CURB TRANSITION, SEE DETAIL D5/C-502.

6. CONTRACTION JOINT, SEE DETAIL B6/C-502.

7. EXPANSION JOINT, SEE DETAIL B9/C-502.

8. RELOCATED LIGHT POLE AND PULL BOX. OFFSET FROM

ROADWAY TO MATCH EXISTING CONDITIONS.

ASPHALT PAVING

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

CURB AND GUTTER

LEGEND AND SYMBOLS

TYP.

TYP.

CONCRETE SIDEWALK

SEE SHEET C-702 - VERTICAL PROFILE -

KILBORN CIRCLE, JUNEAU AVE & WALKER

ROAD FOR VERTICAL PROFILE.

ROAD REPAIR GENERAL NOTES:

1. CONTRACTOR SHALL MATCH THE EXISTING BACK OF CURB

LOCATIONS EXCEPT WHERE ROADWAY WIDENING OCCURS.

1.1. CONTRACTOR MAY ADJUST BACK OF CURB LOCATION FOR

AESTHETIC PURPOSES ALONG TURNING RADIUSES AS

NECESSARY.

2. ALL SUPER ELEVATED ROADS SHALL REMAIN SUPER ELEVATED.

2.1. ALL CURBING ON THE "UPHILL" SIDE OF THE SUPER ELEVATION

SHALL BE HAVE A SPILL TYPE GUTTER.

3. ALL CROWNED ROADS SHALL REMAINED CROWNED.

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ASPHALT

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ASPHALT

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ASPHALT

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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GRAVES

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GRAVES

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GRAVES

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GRAVES

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GRAVES

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MONUMENT

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GAZEBO

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CONCRETE

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MONUMENT

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ASPHALT

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GRAVEL

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CONCRETE WALK

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SIGN

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LANDSCAPING

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CONCRETE

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SIGN

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CONCRETE

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SIGN

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WALKER ROAD

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ZABLOCKI DRIVE

ROSTRUM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

SITE & GRADING PLAN - CEMETERY

ROADS (BASE BID)

C-407

0 10 20

1 INCH = 10 FEET

KEYED NOTES

1. ASPHALT PAVING, SEE DETAIL B3/C-501.

ASPHALT PAVING

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

ROAD REPAIR GENERAL NOTES:

1. CONTRACTOR SHALL MATCH THE EXISTING BACK OF CURB

LOCATIONS EXCEPT WHERE ROADWAY WIDENING OCCURS.

1.1. CONTRACTOR MAY ADJUST BACK OF CURB LOCATION FOR

AESTHETIC PURPOSES ALONG TURNING RADIUSES AS

NECESSARY.

2. ALL SUPER ELEVATED ROADS SHALL REMAIN SUPER ELEVATED.

2.1. ALL CURBING ON THE "UPHILL" SIDE OF THE SUPER ELEVATION

SHALL BE HAVE A SPILL TYPE GUTTER.

3. ALL CROWNED ROADS SHALL REMAINED CROWNED.

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE WALL

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CONCRETE WALL WITH CHAIN LINK FENCE

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FENCE

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GRAVEL

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CONCRETE

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SIGN

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CHAIN LINK FENCE

MONUMENT

G R

AD

E

BR

EA

K

ST

A:

0+

.0

G

R

AD

E C

H

AN

G E:

EL

EV

:6

.2 6'

0.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

KEYED NOTES

1. ASPHALT REPAIR, SEE ROADWAY REPAIR NOTES BELOW.

LEGEND AND SYMBOLS

ASPHALT REPAIR

SITE PLAN - CEMETERY ROADS (BID

OPTION 1)

C-408

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

ASPHALT REPAIR NOTES:

1. CONTRACTOR SHALL SEAL ALL CRACKS GREATER

THAN 1/8" IN ALL EXISTING ASPHALT ROADWAYS AND

PARKING AREAS.

1.1. SEALANT MATERIAL SHALL BE PER WISCONSIN

DOT SPECIFICATIONS.

1.2. CRACKS MUST BE CLEAN AND DRY PRIOR TO THE

APPLICATION OF SEALANT.

1.3. CRACKS MUST BE CLEANED WITH OIL-FREE

COMPRESSED AIR AT A MINIMUM PRESSURE OF 90

PSI.

1.4. ALL CRACKS GREATER THAN 3/8" IN WIDTH SHALL

BE ROUTED PRIOR TO THE APPLICATION OF

SEALANT.

2. CONTRACTOR SHALL INSTALL A BITUMINOUS FOG SEAL

ON ALL AREAS SHOW AND SHALL:

2.1. REMOVE ALL STRIPING PRIOR TO THE

APPLICATION OF SEALANT.

2.1.1. RE-INSTALL STRIPING AT THE CONCLUSION OF

SEALING WHERE APPLICABLE.

2.2. REMOVE ALL DEBRIS FROM ASPHALT PRIOR TO

THE APPLICATION OF SEALANT.

2.3. APPLY FOG SEAL AT A RESIDUAL ASPHALT RATE

OF 0.10 GAL/SQ YD MINIMUM.

2.4. FOG SEAL SHALL BE CSS-1H OR EQUIVALENT AND

SHALL NOT BE DILUTED IN THE FIELD.

2.5. FOG SEAL SHALL BE INSTALLED AT A MINIMUM

TEMPERATURE OF 100° F.

2.6. FOG SEALING OPERATIONS SHALL BE PERFORMED

WHEN PAVEMENT AND AIR TEMPERATURES ARE

60° F AND RISING.

SCALE: 1" = 30'

AFTON CIRCLEE5

SCALE: 1" = 30'

AMERICAN WAR MOTHERS AVENUE (SOUTH)A5

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CHAIN LINK FENCE

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SIGN

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VAULT

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SIGN

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BLOCK WALL

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BRUSH

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BRUSH

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BRUSH

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BLOCK WALL

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SIGN

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CONCRETE

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MONUMENT

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MONUMENT

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MONUMENT

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MONUMENT

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MONUMENT

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MONUMENT

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MONUMENT

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RIM 656.72 12' E 651.34

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RIM 656.82 12' NW 644.57 12' SE 650.09 SW UNOBTAINABLE

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RIM 659.98 12' NW 655.38 12' W 655.58

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RIM 660.27 12' S 653.02 12' NE 652.92

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RIM 660.08 12'SW 652.92

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RIM 662.81 12' W 653.36

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RIM 662.65 12' S 653.25 12' E 653.25

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RIM 662.45 W 12" 654.30 E 12" 654.35

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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GRAVEL

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CONCRETE

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CONCRETE

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AFTON CIRCLE

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AFTON CIRCLE

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SIGN

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CONCRETE

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ASPHALT

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ASPHALT

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LANDSCAPING

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MONUMENT

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CONCRETE

AMERICAN WAR MOTHERS AVENUE

0+

1+

2+

3+

4+00

5+00

6+00

7+00 8+

009+

10+00

11+00

12+00

+0

+0

15+00

16+00 16+04

BP

: 0

+0 0.

PC

: 0

+3 0.

PT: 4+25.79

PC: 6+93.30

PT: 14+44.85

EP: 16+03.72

G R

AD

E

BR

EA

K

ST

A:

0+

.0

G

R

AD

E C

H

AN

G E:

EL

EV

:6

.2 6'

L=

1.

R =1

.0

S46° 30' 05"E

158.86'

L=395.041

R=311.000

N29° 21' 54"W 30.75'

0.

N43° 24' 49"E 267.52'

14+00

3+ 00 4+

00 5+

6+

7+

7+

38PI

: 2 +1

6.

PI

: 5

+3 6.

EP

: 7

+3 7.

S89° 56' 12"E 201.31'N88° 23' 47"E

319.98'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

SITE & GRADING PLAN - CEMETERY

ROADS (BID OPTION 2)

C-409

SCALE: 1" = 30'

AFTON CIRCLEE5

SCALE: 1" = 30'

AMERICAN WAR MOTHERS AVENUE (SOUTH)A5

KEYED NOTES

1. ROLL CURB & GUTTER, SEE DETAIL D2/C-501.

2. ASPHALT PAVING, SEE DETAIL B3/C-501.

3. NEW CURB INLET, SEE DETAIL B6/C-503.

ASPHALT PAVING

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

CURB AND GUTTER

LEGEND AND SYMBOLS

CURB INLET

MATCH

EXISTING

R23.00'

R20.00'

R20.00'

SEE SHEET C-704 - VERTICAL PROFILE -

AFTON CIRCLE FOR VERTICAL PROFILE.

SEE SHEET C-703 - VERTICAL PROFILE -

AMERICAN WAR MOTHERS AVE & KILBORN

CIRCLE FOR VERTICAL PROFILE.

ROAD REPAIR GENERAL NOTES:

1. CONTRACTOR SHALL MATCH THE EXISTING BACK OF CURB

LOCATIONS EXCEPT WHERE ROADWAY WIDENING OCCURS.

1.1. CONTRACTOR MAY ADJUST BACK OF CURB LOCATION FOR

AESTHETIC PURPOSES ALONG TURNING RADIUSES AS

NECESSARY.

2. ALL SUPER ELEVATED ROADS SHALL REMAIN SUPER ELEVATED.

2.1. ALL CURBING ON THE "UPHILL" SIDE OF THE SUPER ELEVATION

SHALL BE HAVE A SPILL TYPE GUTTER.

3. ALL CROWNED ROADS SHALL REMAINED CROWNED.

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

BLOCK WALL

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BLOCK WALL

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SIGN

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CONCRETE

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MONUMENT

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MONUMENT

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MONUMENT

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MONUMENT

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MONUMENT

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MONUMENT

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MONUMENT

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RIM 656.72 12' E 651.34

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RIM 656.82 12' NW 644.57 12' SE 650.09 SW UNOBTAINABLE

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RIM 659.98 12' NW 655.38 12' W 655.58

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RIM 660.27 12' S 653.02 12' NE 652.92

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RIM 660.08 12'SW 652.92

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RIM 662.81 12' W 653.36

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RIM 662.65 12' S 653.25 12' E 653.25

AutoCAD SHX Text

RIM 662.45 W 12" 654.30 E 12" 654.35

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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GRAVEL

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CONCRETE

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CONCRETE

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE WALK

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AFTON CIRCLE

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AFTON CIRCLE

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SIGN

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CONCRETE

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ASPHALT

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ASPHALT

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CONCRETE WALK

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CONCRETE

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SIGN

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LANDSCAPING

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SIGN

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SIGN

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LANDSCAPING

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MONUMENT

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MONUMENT

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MONUMENT

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MONUMENT

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CONCRETE

AMERICAN WAR MOTHERS AVENUE

FG:632.35

FG:632.21

FG:632.02

FG:632.09

FG:632.06

FG:632.24

FG:632.41

FG:632.18

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

SITE PLAN - MAINTENANCE YARD

(BID OPTION - 3)

C-410

0 10 20

1 INCH = 10 FEET

KEYED NOTES

1. STANDARD CURB & GUTTER, SEE DETAIL B8/C-501.

2. ASPHALT PAVING, SEE DETAIL B3/C-501.

3. CONCRETE PAVING, SEE DETAIL B3/C-502.

4. CONCRETE RETAINING WALL, SEE DETAIL E8/C-502.

5. CONTRACTION JOINT, SEE DETAIL B6/C-502.

6. EXPANSION JOINT, B9/C-502.

7. ASPHALT REPAIR, SEE ROADWAY REPAIR NOTES BELOW.

8. RELOCATED MATERIAL STORAGE BINS.

9. ABA PARKING SYMBOL PER LOCAL REQUIREMENTS.

10. RELOCATED ABA PARKING SIGN.

11. STRIPING, SEE NOTES BELOW.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

ASPHALT PAVING

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

CURB AND GUTTER

LEGEND AND SYMBOLS

CONCRETE PAVING

ASPHALT REPAIR

11TYP.

4" SOLID WHITE STRIPING

9.00'

10.00'

5.00'

ASPHALT REPAIR NOTES:

1. CONTRACTOR SHALL SEAL ALL CRACKS GREATER

THAN 1/8" IN ALL EXISTING ASPHALT ROADWAYS AND

PARKING AREAS.

1.1. SEALANT MATERIAL SHALL BE PER WISCONSIN

DOT SPECIFICATIONS.

1.2. CRACKS MUST BE CLEAN AND DRY PRIOR TO THE

APPLICATION OF SEALANT.

1.3. CRACKS MUST BE CLEANED WITH OIL-FREE

COMPRESSED AIR AT A MINIMUM PRESSURE OF 90

PSI.

1.4. ALL CRACKS GREATER THAN 3/8" IN WIDTH SHALL

BE ROUTED PRIOR TO THE APPLICATION OF

SEALANT.

2. CONTRACTOR SHALL INSTALL A BITUMINOUS FOG SEAL

ON ALL AREAS SHOW AND SHALL:

2.1. REMOVE ALL STRIPING PRIOR TO THE

APPLICATION OF SEALANT.

2.1.1. RE-INSTALL STRIPING AT THE CONCLUSION OF

SEALING WHERE APPLICABLE.

2.2. REMOVE ALL DEBRIS FROM ASPHALT PRIOR TO

THE APPLICATION OF SEALANT.

2.3. APPLY FOG SEAL AT A RESIDUAL ASPHALT RATE

OF 0.10 GAL/SQ YD MINIMUM.

2.4. FOG SEAL SHALL BE CSS-1H OR EQUIVALENT AND

SHALL NOT BE DILUTED IN THE FIELD.

2.5. FOG SEAL SHALL BE INSTALLED AT A MINIMUM

TEMPERATURE OF 100° F.

2.6. FOG SEALING OPERATIONS SHALL BE PERFORMED

WHEN PAVEMENT AND AIR TEMPERATURES ARE

60° F AND RISING.

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

STONE WALL

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CHAIN LINK FENCE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

BRICK WALL

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LANDSCAPING

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

GATE

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CHAIN LINK FENCE

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FILL PILE

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METAL FENCE

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BURIED

AutoCAD SHX Text

BUILDING

BUILDING

FG:639.00

FG:641.00

FG:638.50

FG:639.20

FG:642.66

FG:642.20

FG:638.25

FG:638.25

FG:632.35

FG:632.21

FG:632.02

FG:632.09

FG:632.06

FG:632.24

FG:632.41

FG:632.18

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

GRADING & DRAINAGE PLAN -

MAINTENANCE YARD (BID OPTION -

3)

C-411

0 10 20

1 INCH = 10 FEET

KEYED NOTES

1. 4" PERFORATED HDPE DRAINAGE PIPE, SEE DETAIL

E8/C-502.

2. 4" SOLID HDPE DRAINAGE PIPE.

3. CLEANOUT, SEE DETAIL F5/C-503.

4. CONNECT TO EXISTING DOWNSPOUTS.

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

ASPHALT PAVING

CURB AND GUTTER

STORM SEWER PIPE

CONCRETE PAVEMENT

CONTOUR MINOR

CONTOUR MAJOR26

CLEANOUT

2 4

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

METAL COVER

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

GATE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

FILL PILE

AutoCAD SHX Text

METAL FENCE

AutoCAD SHX Text

BURIED

AutoCAD SHX Text

BUILDING

BUILDING

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

DETAILS - SITE

C-501

2.0% 2.0%

2' 2'VARIES' VARIES'

LANDSCAPING/SIDEWALK

EXISTING SUBGRADE

6" OF BASE COURSE PER

SPECIFICATIONS

SIDEWALK/LANDSCAPING

2" ASPHALT PAVEMENT

WEARING COURSE

PRIME COAT BETWEEN LAYERS OF BASE

COURSE AND SURFACE COURSE PER

SPECIFICATION 32 12 16

2" ASPHALT PAVEMENT

BINDER COURSE

12"

6" MIN

6" MIN

GENERAL NOTES:

1. PROVIDE ASPHALT SPLICE AT ALL TRANSITIONS

BETWEEN NEW AND EXISTING ASPHALT

SECTIONS PER DETAIL F2 THIS SHEET.

2. FOR SUPER ELEVATED ROADWAYS, THE CROSS

SLOPE SHALL BE 2%.

24"EXISTING ASPHLAT

SAWCUT, REMOVE AND REPLACE EXISTING ASPHLAT

PROPOSED ASPHALT, SEE DETAIL THIS SHEET.

PROPOSED BASE MATERIALS, SEE DETAILS THIS SHEET.EXISTING BASE MATERIAL

GENERAL NOTES:

1. PROVIDE FRESH SAW CUT PRIOR TO PAVING.

2. RESTORE EXISTING BASE MATERIAL TO EXISTING

CONDITION OR BETTER.

FL

O

W L

IN

E

12" 12"

4"

10" R 10"

14"

1/4" R 1/4" R

24"

BASE COURSE

THICKNESS EQUAL TO

ROAD BASE, SEE DETAIL

B3 THIS SHEET

LANDSCAPE/PAVEMENT

PER PLAN

GENERAL NOTES:

1. EXPANSION JOINTS SHALL BE

PLACED AT 50' INTERVALS O.C.

2. CONTROL JOINTS CONSISTING

OF 1" DEEP SCORES SHALL BE

PLACED AT 10' INTERVALS O.C.

TRANSITION

24"

2' PER PLAN

ROLL CURB

VALLEY GUTTER

2.0%

VARIES PER PLANS

1/4" R1/4" R

10"

BASE THICKNESS EQUAL

TO ROAD BASE, SEE

DETAIL B3 THIS SHEET

LANDSCAPE/PAVEMENT

PER PLAN 2.0% 2.0%

CONCRETE PER

SPECIFICATION 32 05 23

CONCRETE PER

SPECIFICATION 32 05 23

MATCH EX.

MATCH EX.MATCH EX.

10"

EX. PAVING

COMPACTED

SUBGRADE PER

SPECIFICATIONS

FINISHED GRADE

MATCH EX

1/4" R

COMPACTED

AGGREGATE BASE

PER SPECIFICATIONS

CONCRETE PER

SPECIFICATIONS

BASE THICKNESS EQUAL

TO ROAD BASE, SEE

DETAIL B3 THIS SHEET

1:

M

AX

SEE PLANS

2'

24" CURBING

SEE PLANS

CROSS SLOPE SHALL NOT

EXCEED 2%

2-ROWS OF CONTINUOUS

#4 REBAR

2-ROWS OF CONTINUOUS

#4 REBAR

TRUNCATED DOMES SHALL HAVE

INTEGRATED COLOR (YELLOW) BRICK

PAVERS AND SHALL BE WET OR MORTAR

SET PER MANUFACTURER WRITTEN

INSTRUCTIONS

GENERAL NOTES:

1. EXPANSION JOINTS SHALL BE

PLACED AT 50' INTERVALS O.C.

2. CONTROL JOINTS CONSISTING

OF 1" DEEP SCORES SHALL BE

PLACED AT 10' INTERVALS O.C.

GENERAL NOTES:

1. EXPANSION JOINTS SHALL BE

PLACED AT 50' INTERVALS O.C.

2. CONTROL JOINTS CONSISTING

OF 1" DEEP SCORES SHALL BE

PLACED AT 10' INTERVALS O.C.

2-ROWS OF CONTINUOUS

#4 REBAR

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

ROADWAY CROSS SECTION

AutoCAD SHX Text B3

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

ASPHALT PAVEMENT SPLICE

AutoCAD SHX Text F2

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

ROLL CURB AND GUTTER

AutoCAD SHX Text D2

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

CURB TRANSITION DETAIL

AutoCAD SHX Text D5

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

VALLEY GUTTER

AutoCAD SHX Text F8

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

STANDARD CURB AND GUTTER

AutoCAD SHX Text B8

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

ABA ACCESS RAMP

D8

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

DETAILS - SITE

C-502

1/4" RADIUS AT

EDGES

CONCRETE PAVING PER

SPECIFICATIONS. MEDIUM

BROOM FINISH.

8"

5"

4"

#4 REBAR @ 12" O.C. EACH WAY

AND MUST BE SUPPORTED ON

REINFORCEMENT BAR CHAIRS

WHEN INSTALLED

12" SCARIFY AND COMPACT SUBGRADE PER

SPECIFICATIONS

8" COMPACTED AGGREGATE BASE

PER SPECIFICATIONS10"

10"X10" THICKENED EDGE W/

(2) #4 BAR CONTINUOUS

10"

#4 @ 12" O.C. TO MATCH SLAB

REINFORCEMENT

24" MIN.

48" MAX.

8"

36"

FINISHED GRADE

FINISHED GRADE

48" MIN.

4"

4 ROWS OF EQUALLY SPACED

CONTINUOUS #4 REBAR

4 " RADIUS TYP.

3"

12"

COMPACTED

SUBGRADE PER

SPECIFICATIONS

GENERAL NOTES:

1. CONTRACTOR SHALL PROVIDE

KEY WAY IF CONSTRUCTED IN

MULTIPLE POURS

#5 REBAR @ 12" O.C.

3" CLR

CONTINUOUS #5

REBAR @ 12" O.C.

#5 REBAR W/ STANDARD HOOK @ 12" O.C.90°

D D

45°

45°

2 1/2" MIN

4d OR

D

D = 6d FOR #3 THRU #8 D = 8d FOR #9, #10 & #11 D = 10d FOR #14 & #18

ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS

12d

D

STIRRUP

90° D D

135°

STIRRUP OR TIE

D = 4d FOR #3, #4 & #5 D = 6d FOR #6, #7 & #8

90° D D

3" MIN

6d OR

BEAM OR COLUMN CROSSTIES

BEAM STIRRUPS AND COLUMN TIES

d = BAR DIAMETER, D = BEND DIAMETER

180° d

D

180° d

D

D

135° d

D

D

90°

D 180°12 d

3" M

IN

6d

O R

3" M

IN

6d

O R d

3" M

IN

6d

O R d

3" MIN

6d OR

3" MIN6d

O R

1/4" RADIUS

AT EDGES

4" MIN.

5"

4"

#3 REBAR @ 12" O.C. EACH WAY

AND MUST BE SUPPORTED ON

REINFORCEMENT BAR CHAIRS

WHEN INSTALLED.

COMPACTED UNDISTURBED

EXISTING SUBGRAGE

COMPACTED

AGGREGATE BASE

CONCRETE PAVING PER SPECIFICATION

32 05 23 LIGHT BROOM FINISH.

6" OF DRAINAGE

AGGREGATE WITH

FILTER FABRIC

EXPANSION JOINT FILLER

WITH SEALANT

GENERAL NOTES:

1. JOINT SHALL BE TOOLED.

2. MAXIMUM JOINT SPACING SHALL BE 10' O.C.

3. JOINT DEPTH TO BE 1/4 OF PAVEMENT THICKNESS

#4 REBAR

CONTINUOUS

PAINT AND GREASE

END OF DOWELS

SMOOTH DOWEL 58" DIA.

@ 18" O.C.

5" 5"

TOOLED JOINT WITH 14" R

GENERAL NOTES:

1. INSTALL MASON SAND ON

TOP OF SEALANT BEFORE

SEALANT CURES.

2. ALL EXPANSION JOINTS ARE

TO HAVE A 1/4" TOOLED

RADIUS.

SEALANT IS TO BE ROUNDED AS SHOWN

CONCRETE

PAVEMENT

1/4" R

PAINT AND GREASE

END OF DOWELS

SMOOTH

DOWEL 58" DIA.

5" 5"

GENERAL NOTES:

1. ALL CONSTRUCTION

JOINTS ARE TO HAVE A

1/4" TOOLED RADIUS.

1/4" R

16"

6" MIN.

18" MAX.

8"

24"

FINISHED GRADE (PUBLIC)

FINISHED GRADE

12" MIN.

CONTINUOUS #4

REBAR PLACE 12" O.C.

4"

3 ROWS OF EQUALLY SPACED

CONTINUOUS #4 REBAR AND

MUST BE SUPPORTED ON

REINFORCEMENT BAR CHAIRS

WHEN INSTALLED

4 " RADIUS TYP.

#4 REBAR W/ STANDARD HOOK @ 12" O.C.

3"

8"

FENCE POST SLEEVE

COMPACTED

SUBGRADE PER

SPECIFICATIONS

#4 REBAR @ 12" O.C.

GENERAL NOTES:

1. CONTRACTOR SHALL PROVIDE

KEY WAY IF CONSTRUCTED IN

MULTIPLE POURS

3" CLR

#4 REBAR W/ STANDARD

HOOK @ 12" O.C.

4" PERFORATED

HDPE DRAINAGE

PIPE

1-1/4"

MIN.

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

CONCRETE PAVEMENT

AutoCAD SHX Text B3

AutoCAD SHX Text F8

AutoCAD SHX Text

VARIABLE HEIGHT RETAINING WALL

AutoCAD SHX Text E8

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

STANDARD HOOKS AND BENDS

AutoCAD SHX Text F2

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text C2

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

CONTRACTION JOINT (TYP.)

AutoCAD SHX Text B6

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

EXPANSION JOINT (TYP.)

AutoCAD SHX Text B9

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

CONSTRUCTION JOINT (TYP.)

AutoCAD SHX Text C8

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

VARIABLE HEIGHT RETAINING CURB

F5

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

DETAILS - SITE

C-503

1' MIN

NOTE:

1. ALL TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH

OSHA REQUIREMENTS.

2. BACKFILL & BEDDING SHALL BE COMPACTED PER SPECIFICATION 31 20 00.

3. TRACING WIRE TO BE PLACED ABOVE ALL LINES.

4"

ENGINEERED (CLASSIFIED) FILL,

SEE SPECIFICATION 31 20 00

ADAPTER ANGLES

VARIABLE 0° - 360°

ACCORDING TO

PLANS

12" MIN WIDTH

8"

6"

12" MIN

SEE PLANS

OUTLET ADAPTER GENERAL NOTES:

1. CONTRACTOR SHALL SCARIFY AND

COMPACT 12" OF SUBGRADE PER

SPECIFICATION 31 20 00.

2. CONTRACTOR SHALL BACKFILL WITH

DRAINAGE ROCK WRAPPED IN FILTER

FABRIC TO 12" ABOVE THE UPPER MOST

PIPE.

3. CONTRACTOR SHALL DRILL 0.5"

DIAMETER HOLES SPACED AT 9" O.C. IN

A CYLINDRICAL PATTERN FROM THE

BOTTOM OF THE STRUCTURE TO 6"

ABOVE THE UPPER MOST PIPE.

18" MINIMUM

18" INTEGRATED DUCTILE IRON FRAME

AND GRATE TO MATCH BASIN O.D.

NYLOPLAST DRAIN BASIN

MEETS H-20 TRAFFIC RATING.

*OR APPROVED EQUAL

1/2" WASHED DRAINAGE

ROCK WRAPPED IN 8 OZ NON

WOVEN FILTER FABRIC.

4" - 12" RECESS INTO

FINISHED PAVEMENT

ALUMINUM SLOT

RISER WITH

STEEL GRATING

"C" PERFORATED

ADS N-12 HDPE

CLEAN STONE FILL

WRAPPED IN FABRIC

LINED TRENCH

REINFORCED

CONCRETE

PER SPECIFICATIONS 12"

19" MIN

48" MAX

6" MIN

2% MIN.

SLOPE

5"

SCARIFY AND RECOMPACT 6"

OF SUBGRADE PER

SPECIFICATIONS

VARIES, CONCRETE TO

EXTEND TO SPRINGLINE

4" RADIUS

#4 REBAR @ 12" O.C.

#4 REBAR, 2-ROWS

EACH SIDE

6"

AutoCAD SHX Text

PLUG END OF PIPE UNLESS CONTINUOUS

AutoCAD SHX Text

WYE BRANCH

AutoCAD SHX Text

45° ELBOW

AutoCAD SHX Text

4" SOLID PVC.

AutoCAD SHX Text

SURFACE VARIES

AutoCAD SHX Text

GRADE

AutoCAD SHX Text FINISH BLOCK OF CONCRETE 12"x12"x8" WHEN CLEANOUT IS NOT IN PAVED AREA

AutoCAD SHX Text

BRONZE COUNTERSUNK PLUG IN PLAZA. PVC COUNTERSUNK PLUG IN TURF.

AutoCAD SHX Text

PVC TRAP SCREW FERRULE

AutoCAD SHX Text

NTS

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text F5

AutoCAD SHX Text

4 INCHES OF COMPACTED DRAINAGE FILL - SPEC SECTION 312000

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

UTILITY BEDDING DETAIL

AutoCAD SHX Text F2

AutoCAD SHX Text

OD/2 MIN

AutoCAD SHX Text

OD/2 MIN

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

H-25 TRAFFIC RATED, CORRUGATED, SMOOTH INTERIOR DUAL WALL HDPE

AutoCAD SHX Text

PIPE BEDDDING, SEE SPECIFICATION 31 20 00

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

SUITABLE BACKFILL

AutoCAD SHX Text

NTS

AutoCAD SHX Text

GRATED INLET

AutoCAD SHX Text F8

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

SLOTTED DRAIN PIPE

AutoCAD SHX Text B9

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text B6

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

CATCH BASIN

B3

-1.28% 2.28%1.32%

1.32%

PVI STA:2+46.51

PVI ELEV:632.03

K:28.85

LVC:75.00

HP ELEV:631.78

HP STA:2+47.12

BV

C

S:

+0 9.

BV

C E:

.5

EV

C

S:

+8 4.

EV

C E:

.5

PVI STA:4+93.92

PVI ELEV:628.86

K:7.02

LVC:25.00

LP ELEV:628.967

LP STA:4+90.39

BV

C

S:

+8 1.

BV

C E:

.0

EV

C

S:

+0 6.

EV

C E:

.1 5G

R

AD

E

BR

EA

K

ST

A:

0+

.0

G R

AD

E

C H

AN

G

E:

EL

EV

:6

.7

7'

G R

AD

E

BR

EA

K

ST

A:

5+

.8

G

R

AD

E C

H

AN

G E:

EL

EV

:6

.6 2'

BE

G

IN

T

R

AN

SI

TI

O N

F R

O M

SU

PE

R E

LE

VA

TI

O

N T

O C

R O

W N

ED

R

O

AD

W

AY

ST

A:

+6

EN

D

T R

AN

SI

TI

O

N F

R O

M

SU

PE

R

E

LE

VA

TI

O N

T O

C R

O W

N

ED

R O

AD

W

AY

ST

A:

+6

BE

G

IN

T

R

AN

SI

TI

O N

F R

O M

SU

PE

R E

LE

VA

TI

O

N T

O C

R O

W N

ED

R

O

AD

W

AY

ST

A:

+6

EN

D

T R

AN

SI

TI

O

N F

R O

M

SU

PE

R

E

LE

VA

TI

O N

T O

C R

O W

N

ED

R O

AD

W

AY

ST

A:

+8

CROWNED ROADWAYSUPERELEVATED ROADWAY

SUPERELEVATED ROADWAY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

VERTICAL PROFILE -

ADMINISTRATION ENTRANCE

C-701

-1.03% 1.87%

PVI STA:3+57.43

PVI ELEV:679.96

K:25.90

LVC:75.00

LP ELEV:680.211

LP STA:3+46.59

BV

C

S:

+1 9.

BV

C E:

.3

EV

C

S:

+9 4.

EV

C E:

.6

5.00%

1.45%

3.57%

1.87%

PVI STA:7+78.82

PVI ELEV:690.81

K:14.06

LVC:50.00

HP ELEV:691.17

HP STA:8+03.82

BV

C

S:

+5 3.

BV

C E:

.5

EV

C

S:

+0 3.

EV

C E:

.1

PVI STA:6+83.62

PVI ELEV:686.05

K:7.98

LVC:25.00

LP ELEV:685.818

LP STA:6+71.12

BV

C

S:

+7 1.

BV

C E:

.8

EV

C

S:

+9 6.

EV

C E:

.6

PVI STA:9+68.63

PVI ELEV:693.56

K:35.37

LVC:75.00

LP ELEV:693.016

LP STA:9+31.13

BV

C

S:

+3 1.

BV

C E:

.0

EV

C

S:

0+

.1

EV

C

E:

.9

PVI STA:10+99.52

PVI ELEV:698.23

K:28.35

LVC:50.00

LP ELEV:697.335

LP STA:10+74.52

BV

C

S:

0+

.5

BV

C

E:

.3

EV

C

S:

1+

.5

EV

C

E:

.5

5.33%

-3.50%

-4.14%

PVI STA:13+54.66

PVI ELEV:711.83

K:5.66

LVC:50.00

HP ELEV:711.30

HP STA:13+59.84

BV

C

S:

3+

.6

BV

C

E:

.4

EV

C

S:

3+

.6

EV

C

E:

.9

5 PVI STA:15+24.34

PVI ELEV:705.89

K:77.89

LVC:50.00

HP ELEV:706.77

HP STA:14+99.34

BV

C

S:

4+

.3

BV

C

E:

.7

EV

C

S:

5+

.3

EV

C

E:

.8

PVI STA:17+42.20

PVI ELEV:696.87

K:17.21

LVC:100.00

LP ELEV:697.466

LP STA:17+63.45

BV

C

S:

6+

.2

BV

C

E:

.9

EV

C

S:

7+

.2

EV

C

E:

.7

PVI STA:19+01.88

PVI ELEV:699.54

K:45.83

LVC:50.00

HP ELEV:699.68

HP STA:19+26.88

BV

C

S:

8+

.8

BV

C

E:

.1

EV

C

S:

9+

.8

EV

C

E:

.6

PVI STA:21+25.90

PVI ELEV:700.84

K:13.99

LVC:75.00

HP ELEV:700.64

HP STA:20+96.50

BV

C

S:

0+

.4

BV

C

E:

.6

EV

C

S:

1+

.4

EV

C

E:

.0

PVI STA:23+30.44

PVI ELEV:691.05

K:6.64

LVC:25.00

LP ELEV:690.927

LP STA:23+42.94

BV

C

S:

3+

.9

BV

C

E:

.6

EV

C

S:

3+

.9

EV

C

E:

.9

1.67%

0.58%

-4.78%

-1.02%

BE

G

IN

R

O

AD

W

AY

W

ID

EN

IN

G

ST

A:

9+

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

VERTICAL PROFILE - KILBORN CIRCLE,

JUNEAU AVE & WALKER ROAD

C-702

0.51%

-3.48%

-7.15%

-2.78%

PVI STA:2+53.58

PVI ELEV:711.44

K:25.07

LVC:100.00

HP ELEV:711.22

HP STA:2+16.37

BV

C

S:

+0 3.

BV

C E:

.1

EV

C

S:

+0 3.

EV

C E:

.7

PVI STA:5+46.85

PVI ELEV:701.24

K:27.27

LVC:100.00

HP ELEV:702.98

HP STA:4+96.85

BV

C

S:

+9 6.

BV

C E:

.9

EV

C

S:

+9 6.

EV

C E:

.6

PVI STA:6+83.01

PVI ELEV:691.51

K:11.45

LVC:50.00

LP ELEV:690.814

LP STA:7+08.01

BV

C

S:

+5 8.

BV

C E:

.3

EV

C

S:

+0 8.

EV

C E:

.8

G R

AD

E

BR

EA

K

ST

A:

0+

.0

G

R

AD

E C

H

AN

G E:

EL

EV

:7

.1 4'

G R

AD

E

BR

EA

K

ST

A:

7+

.7

G

R

AD

E C

H

AN

G E:

EL

EV

:6

.9 9'

1.00% -0.97%

2.00%

PVI STA:0+22.91

PVI ELEV:687.52

K:12.72

LVC:25.00

HP ELEV:687.46

HP STA:0+23.13

BV

C

S:

+1 0.

BV

C E:

.3

EV

C

S:

+3 5.

EV

C E:

.4

G R

AD

E

BR

EA

K

ST

A:

0+

.0

G

R

AD

E C

H

AN

G E:

EL

EV

:6

.2 9'

GRADE BREAK STA:2+41.37

GRADE CHANGE:2.97%

ELEV:685.41'

G R

AD

E

BR

EA

K

ST

A:

2+

.3

G

R

AD

E C

H

AN

G E:

EL

EV

:6

.5 5'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

VERTICAL PROFILE - AMERICAN

WAR MOTHERS AVE & KILBORN

CIRCLE

C-703

PVI STA:4+52.41

PVI ELEV:660.90

K:75.96

LVC:150.00

HP ELEV:660.56

HP STA:4+71.25

BV

C

S:

+7 7.

BV

C E:

.9

EV

C

S:

+2 7.

EV

C E:

.3

5PVI STA:2+78.34

PVI ELEV:658.75

K:143.27

LVC:100.00

LP ELEV:658.484

LP STA:2+28.34

BV

C

S:

+2 8.

BV

C E:

.4

EV

C

S:

+2 8.

EV

C E:

.3

0.54%

1.24%

PVI STA:11+60.83

PVI ELEV:665.40

K:55.71

LVC:150.00

HP ELEV:664.90

HP STA:11+71.61

BVCS: 10+85.83

BVCE: 664.24

EVCS: 12+35.83

EVCE: 664.53

PVI STA:7+33.91

PVI ELEV:658.82

K:43.87

LVC:100.00

LP ELEV:659.071

LP STA:7+16.35

BV

C

S:

+8 3.

BV

C E:

.1

EV

C

S:

+8 3.

EV

C E:

.5

-0.74%

1.54%

EV

C

S:

2+

.8

EV

C

E:

.5

-1.15%

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

VERTICAL PROFILE - AFTON CIRCLE

C-704

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Jordan Vandermeer

WOOD NATIONAL CEMETERY - RENOVATE

ROADS AND CORRECT FCA'S

Milwaukee, WI

823CM3024

N/A Project Manager/ COR

8/05/2025Revisions: Date:

Brian Ballweg Department of Veterans Affairs, NCA Email: brian.ballweg@va.gov

Sheet of 40

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

08/05/2025

VERTICAL PROFILE - STORM

SEWER

C-705