Bid Drawings Vol. 2 of 3_823CM3024 Renovate Roads and FCA Corrections at Wood NC.pdf
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About this file
This document is a set of bid documents and demolition plans for a Design and Construction Service project at Wood National Cemetery in Milwaukee, Wisconsin. The project, identified as 823CM3024, involves renovating roads and correcting Functional Deficiencies Areas (FCAs) at the cemetery.
The project includes multiple demolition and construction phases with several bid options. The Base Bid encompasses demolition of the Administration Building area (CD401) and cemetery roads (CD402-CD408), including removal of existing asphalt paving, concrete curbing, gutters, sidewalks, curb inlets, and drainage infrastructure. Bid Option 2 (CD408) and Bid Option 3 (CD409) address additional cemetery roads and a maintenance yard, respectively, with requirements for aggregate surface removal, spoils removal, and material relocation. Key construction requirements include proof rolling of base materials under geotechnical engineer supervision per Specification 32 12 16, replacement of unsuitable soils, re-compaction of existing base materials, and replacement of base course material beneath existing curbing and sidewalks per specified details. The contractor must provide fresh saw cuts prior to paving, saw cut concrete at nearest joints, and preserve and protect four catch basins with provisions to bid replacement of four additional catch basins for unseen damaged structures. Sidewalk replacement in designated areas requires over-excavation of 18 inches, subgrade scarification and re-compaction, and backfill with base course material due to ongoing settlement concerns. The Project Manager and Contracting Officer Representative is Brian Ballweg (brian.ballweg@va.gov), with the Architect/Engineer of Record being Jordan D. Vandermeer of an architecture firm located in Covington, Louisiana. The document is dated 8/05/2025 and represents 40 sheets of design and construction documentation.
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Text version
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
RENGINEER
08/05/2025
BORING LOCATIONS & LOGS
CG902
GENERAL NOTES:
1. CONTRACTOR SHALL PROVIDE A FRESH SAW CUT PRIOR TO
PAVING.
2. CONTRACTOR SHALL SAW CUT CONCRETE AT NEAREST JOINT.
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
ASPHALT REMOVAL
CURB REMOVAL
KEYED NOTES
1. REMOVE EXISTING CONCRETE CURB AND GUTTER.
2. REMOVE EXISTING ASPHALT PAVING. SEE BORING PLANS
AND EARTHWORK GENERAL NOTES THIS SHEET.
3. REMOVE EXISTING CONCRETE SIDEWALK.
4. REMOVE EXISTING CONCRETE PAVERS.
SEE IMAGE C5 THIS SHEET.
5. SAW CUT.
6. REPLACE EXISTING CURB INLET, PRESERVE AND
PROTECT EXISTING CATCH BASIN.
DEMOLITION LEGEND AND SYMBOLS
CONCRETE REMOVAL
DEMOLITION PLAN -
ADMINISTRATION BUILDING (BASE
BID)
CD401
0 10 20
1 INCH = 10 FEET
*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
NTS
IMAGE 1C5
TYP.
SAW CUT
EARTHWORK GENERAL NOTES:
1. CONTRACTOR SHALL RE-COMPACT EXISTING BASE MATERIAL PER
SPECIFICATIONS THE IN ALL AREAS WHERE ASPHALT/CONCRETE IS BEING
REPLACED.
2. AFTER THE REMOVAL OF ASPHALT, THE CONTRACTOR SHALL PROOF ROLL THE
BASE MATERIAL TO VERIFY THE ROADWAY BASE IS SUITABLE FOR ASPHALT
INSTALLATION UNDER THE SUPERVISION OF A GEOTECHNICAL ENGINEER. SEE
SPECIFICATION 32 12 16 SECTION 3.3 E.
2.1. CONTRACTOR SHALL PROOF ROLL THE EXPOSED BASE MATERIAL AFTER
ASPHALT REMOVAL BUT BEFORE IT IS SUBJECTED TO
CONSTRUCTION/OTHER TRAFFIC, RAIN OR OTHER ELEMENTS THAT MAY
COMPROMISE ITS INTEGRITY/COMPACTION. AN ADDITIONAL SUCCESSFUL
PROOF ROLL SHALL BE CONDUCTED IMMEDIATELY BEFORE PAVING.
2.2. AFTER PROOF ROLL IS COMPLETE, THE CONTRACTOR IS RESPONSIBLE FOR
PROTECTING THE EXPOSED ROADWAY BASE.
2.3. ALL ROADWAYS MUST PASS THE PROOF ROLL PER SPECIFICATION PRIOR
TO THE INSTALLATION OF ANY ADDITIONAL MATERIAL OR ASPHALT.
2.4. SHOULD A RAINFALL EVENT TAKE PLACE AFTER A PASSING PROOF ROLL
AND PRIOR TO PAVING. THE CONTRACTOR SHALL PERFORM AN ADDITIONAL
PROOF ROLL FOR APPROVAL PRIOR TO PAVING.
3. SHOULD THE PROOF ROLL FAIL OR UNSUITABLE MATERIAL BE ENCOUNTERED,
THE CONTRACTOR SHALL:
3.1. SUBMIT IN WRITING THE STATIONING OF ALL UNSUITABLE MATERIAL TO THE
COR WITHIN THREE (3) CALENDAR DAYS AFTER DISCOVERY.
3.2. PROVIDE THE PROPOSED REMEDIAL MEASURES TO THE COR FOR
APPROVAL.
4. CONTRACTOR SHALL REPLACE ALL BASE COURSE MATERIAL BENEATH THE
EXISTING CURBING PER DETAIL D2/C-501.
5. CONTRACTOR SHALL REPLACE ALL BASE COURSE MATERIAL BENEATH THE
EXISTING SIDEWALKS PER DETAIL C2/C-502.
SEE SIDEWALK REPLACEMENT
NOTES THIS SHEET.
SIDEWALK REPLACEMENT NOTES:
1. DUE TO ONGOING SETTLEMENT, ALL SIDEWALKS WITHIN
THE THE INDICATED AREA ARE SHALL:
1.1. BE OVER EXCAVATED AN ADDITIONAL 18".
1.2. SUBGRADE SHALL BE SCARIFIED AND
RE-COMPACTED PER SPECIFICATIONS.
1.3. THE OVER-EXCAVATION SHALL BE BACKFILLED WITH
BASE COURSE MATERIAL.
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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 WALK
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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
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RIM 628.30 8" W 625.50 8" S 625.40 6" E 625.70
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RIM 628.69 6" NW 625.69 DEBRIS
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
SEE SHEET CD403
ASPHALT REMOVAL
ROLL CURB REMOVAL
DEMOLITION LEGEND AND SYMBOLS
DEMOLITION PLAN - CEMETERY
ROADS (BASE BID)
CD402
KEYED NOTES
1. REMOVE EXISTING CONCRETE CURB AND GUTTER.
2. REMOVE EXISTING ASPHALT PAVING. SEE BORING PLANS
AND EARTHWORK GENERAL NOTES THIS SHEET.
3. REMOVE EXISTING CURB INLET, PRESERVE AND PROTECT
EXISTING CATCH BASIN.
4. SAW CUT EXISTING ASPHALT.
0 20 40
1 INCH = 20 FEET
*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
SCALE: NTS
IMAGE 1C9
SCALE: NTS
IMAGE 2E9
GENERAL NOTES:
1. CONTRACTOR SHALL PROVIDE A FRESH SAW CUT PRIOR TO
PAVING.
2. CONTRACTOR SHALL SAW CUT CONCRETE AT NEAREST JOINT.
3. CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING CATCH
BASINS.
3.1. CONTRACTOR SHALL BID THE REPLACEMENT OF FOUR (4)
CATCH BASINS TO REPLACE UNSEEN DAMAGED STRUCTURES.
SAW CUT
EARTHWORK GENERAL NOTES:
1. CONTRACTOR SHALL RE-COMPACT EXISTING BASE MATERIAL PER
SPECIFICATIONS THE IN ALL AREAS WHERE ASPHALT/CONCRETE IS BEING
REPLACED.
2. AFTER THE REMOVAL OF ASPHALT, THE CONTRACTOR SHALL PROOF ROLL THE
BASE MATERIAL TO VERIFY THE ROADWAY BASE IS SUITABLE FOR ASPHALT
INSTALLATION UNDER THE SUPERVISION OF A GEOTECHNICAL ENGINEER. SEE
SPECIFICATION 32 12 16 SECTION 3.3 E.
2.1. CONTRACTOR SHALL PROOF ROLL THE EXPOSED BASE MATERIAL AFTER
ASPHALT REMOVAL BUT BEFORE IT IS SUBJECTED TO
CONSTRUCTION/OTHER TRAFFIC, RAIN OR OTHER ELEMENTS THAT MAY
COMPROMISE ITS INTEGRITY/COMPACTION. AN ADDITIONAL SUCCESSFUL
PROOF ROLL SHALL BE CONDUCTED IMMEDIATELY BEFORE PAVING.
2.2. AFTER PROOF ROLL IS COMPLETE, THE CONTRACTOR IS RESPONSIBLE FOR
PROTECTING THE EXPOSED ROADWAY BASE.
2.3. ALL ROADWAYS MUST PASS THE PROOF ROLL PER SPECIFICATION PRIOR
TO THE INSTALLATION OF ANY ADDITIONAL MATERIAL OR ASPHALT.
2.4. SHOULD A RAINFALL EVENT TAKE PLACE AFTER A PASSING PROOF ROLL
AND PRIOR TO PAVING. THE CONTRACTOR SHALL PERFORM AN ADDITIONAL
PROOF ROLL FOR APPROVAL PRIOR TO PAVING.
3. SHOULD THE PROOF ROLL FAIL OR UNSUITABLE MATERIAL BE ENCOUNTERED,
THE CONTRACTOR SHALL:
3.1. SUBMIT IN WRITING THE STATIONING OF ALL UNSUITABLE MATERIAL TO THE
COR WITHIN THREE (3) CALENDAR DAYS AFTER DISCOVERY.
3.2. PROVIDE THE PROPOSED REMEDIAL MEASURES TO THE COR FOR
APPROVAL.
4. CONTRACTOR SHALL REPLACE ALL BASE COURSE MATERIAL BENEATH THE
EXISTING CURBING PER DETAIL D2/C-501.
5. CONTRACTOR SHALL REPLACE ALL BASE COURSE MATERIAL BENEATH THE
EXISTING SIDEWALKS PER DETAIL C2/C-502.
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RIM 679.26 12" NE. 674.36 12" SW. 674.26
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RIM 679.71 12" SW. 674.81
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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
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JUNEAU AVENUE
RIM 686.11 6" NW. 683.71 6" SW. 683.71 4" E. 684.01 SUMP 683.41
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
MATCHLINE SHEET CD402
MATCHLINE SHEET CD404
DEMOLITION PLAN - CEMETERY
ROADS & DRAINAGE (BASE BID)
CD403
0 20 40
1 INCH = 20 FEET
KEYED NOTES
ASPHALT REMOVAL
ROLL CURB REMOVAL
DEMOLITION LEGEND AND SYMBOLS
*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
1. REMOVE EXISTING CONCRETE CURB AND GUTTER.
2. REMOVE EXISTING ASPHALT PAVING. SEE BORING
PLANS AND EARTHWORK GENERAL NOTES THIS SHEET.
3. REMOVE EXISTING CURB INLET, PRESERVE AND
PROTECT EXISTING CATCH BASIN.
4. PRESERVE AND PROTECT EXISTING JUNCTION BOX.
ADJUST RIM TO FINISHED GRADE AS NECESSARY.
5. REMOVE EXISTING TRENCH DRAIN, JUNCTION BOXES &
ASSOCIATED DRAINAGE PIPE.
SCALE: NTS
IMAGE 1E3 SCALE: NTS
IMAGE 2E5 SCALE: NTS
IMAGE 3E6 SCALE: NTS
IMAGE 4E8
GENERAL NOTES:
1. CONTRACTOR SHALL PRESERVE AND PROTECT
EXISTING CATCH BASINS.
1.1. CONTRACTOR SHALL BID THE REPLACEMENT
OF FOUR (4) CATCH BASINS TO REPLACE
UNSEEN DAMAGED STRUCTURES.
EARTHWORK GENERAL NOTES:
1. CONTRACTOR SHALL RE-COMPACT EXISTING BASE MATERIAL PER
SPECIFICATIONS THE IN ALL AREAS WHERE ASPHALT/CONCRETE IS BEING
REPLACED.
2. AFTER THE REMOVAL OF ASPHALT, THE CONTRACTOR SHALL PROOF ROLL THE
BASE MATERIAL TO VERIFY THE ROADWAY BASE IS SUITABLE FOR ASPHALT
INSTALLATION UNDER THE SUPERVISION OF A GEOTECHNICAL ENGINEER. SEE
SPECIFICATION 32 12 16 SECTION 3.3 E.
2.1. CONTRACTOR SHALL PROOF ROLL THE EXPOSED BASE MATERIAL AFTER
ASPHALT REMOVAL BUT BEFORE IT IS SUBJECTED TO
CONSTRUCTION/OTHER TRAFFIC, RAIN OR OTHER ELEMENTS THAT MAY
COMPROMISE ITS INTEGRITY/COMPACTION. AN ADDITIONAL SUCCESSFUL
PROOF ROLL SHALL BE CONDUCTED IMMEDIATELY BEFORE PAVING.
2.2. AFTER PROOF ROLL IS COMPLETE, THE CONTRACTOR IS RESPONSIBLE FOR
PROTECTING THE EXPOSED ROADWAY BASE.
2.3. ALL ROADWAYS MUST PASS THE PROOF ROLL PER SPECIFICATION PRIOR
TO THE INSTALLATION OF ANY ADDITIONAL MATERIAL OR ASPHALT.
2.4. SHOULD A RAINFALL EVENT TAKE PLACE AFTER A PASSING PROOF ROLL
AND PRIOR TO PAVING. THE CONTRACTOR SHALL PERFORM AN ADDITIONAL
PROOF ROLL FOR APPROVAL PRIOR TO PAVING.
3. SHOULD THE PROOF ROLL FAIL OR UNSUITABLE MATERIAL BE ENCOUNTERED,
THE CONTRACTOR SHALL:
3.1. SUBMIT IN WRITING THE STATIONING OF ALL UNSUITABLE MATERIAL TO THE
COR WITHIN THREE (3) CALENDAR DAYS AFTER DISCOVERY.
3.2. PROVIDE THE PROPOSED REMEDIAL MEASURES TO THE COR FOR
APPROVAL.
4. CONTRACTOR SHALL REPLACE ALL BASE COURSE MATERIAL BENEATH THE
EXISTING CURBING PER DETAIL D2/C-501.
5. CONTRACTOR SHALL REPLACE ALL BASE COURSE MATERIAL BENEATH THE
EXISTING SIDEWALKS PER DETAIL C2/C-502.
STORM SEWER PIPE REMOVAL
CONCRETE TRENCH
DRAIN REMOVAL
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RIM 695.66 6" SE. 692.96 SUMP 691.86
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RIM 695.78 6" SW. 693.28 SUMP 692.28
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ASPHALT
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ASPHALT
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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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CONCRETE
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CONCRETE
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ASPHALT
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JUNEAU AVENUE
RIM 691.43 6" E. 689.43 SUMP 688.93
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
MATCHLINE SHEET CD403
MATCHLINE SHEET CD405
DEMOLITION PLAN - CEMETERY
ROADS (BASE BID)
CD404
KEYED NOTES
0 20 40
1 INCH = 20 FEET
SCALE: NTS
IMAGE 1E8
SEE SHEET CD408 FOR
DEMOLITION PLAN
ASPHALT REMOVAL
ROLL CURB REMOVAL
DEMOLITION LEGEND AND SYMBOLS
*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
1. REMOVE EXISTING CONCRETE CURB AND GUTTER.
2. REMOVE EXISTING ASPHALT PAVING. SEE BORING PLANS
AND EARTHWORK GENERAL NOTES THIS SHEET.
3. REMOVE EXISTING CURB INLET, PRESERVE AND PROTECT
EXISTING CATCH BASIN.
4. PRESERVE AND PROTECT EXISTING JUNCTION BOX.
ADJUST RIM TO FINISHED GRADE AS NECESSARY.
5. SAW CUT.
4 4
GENERAL NOTES:
1. CONTRACTOR SHALL PROVIDE A FRESH SAW CUT PRIOR TO
PAVING.
2. CONTRACTOR SHALL SAW CUT CONCRETE AT NEAREST JOINT.
3. CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING CATCH
BASINS.
3.1. CONTRACTOR SHALL BID THE REPLACEMENT OF FOUR (4)
CATCH BASINS TO REPLACE UNSEEN DAMAGED STRUCTURES.
SAW CUT
EARTHWORK GENERAL NOTES:
1. CONTRACTOR SHALL RE-COMPACT EXISTING BASE MATERIAL PER
SPECIFICATIONS THE IN ALL AREAS WHERE ASPHALT/CONCRETE IS BEING
REPLACED.
2. AFTER THE REMOVAL OF ASPHALT, THE CONTRACTOR SHALL PROOF ROLL THE
BASE MATERIAL TO VERIFY THE ROADWAY BASE IS SUITABLE FOR ASPHALT
INSTALLATION UNDER THE SUPERVISION OF A GEOTECHNICAL ENGINEER. SEE
SPECIFICATION 32 12 16 SECTION 3.3 E.
2.1. CONTRACTOR SHALL PROOF ROLL THE EXPOSED BASE MATERIAL AFTER
ASPHALT REMOVAL BUT BEFORE IT IS SUBJECTED TO
CONSTRUCTION/OTHER TRAFFIC, RAIN OR OTHER ELEMENTS THAT MAY
COMPROMISE ITS INTEGRITY/COMPACTION. AN ADDITIONAL SUCCESSFUL
PROOF ROLL SHALL BE CONDUCTED IMMEDIATELY BEFORE PAVING.
2.2. AFTER PROOF ROLL IS COMPLETE, THE CONTRACTOR IS RESPONSIBLE FOR
PROTECTING THE EXPOSED ROADWAY BASE.
2.3. ALL ROADWAYS MUST PASS THE PROOF ROLL PER SPECIFICATION PRIOR
TO THE INSTALLATION OF ANY ADDITIONAL MATERIAL OR ASPHALT.
2.4. SHOULD A RAINFALL EVENT TAKE PLACE AFTER A PASSING PROOF ROLL
AND PRIOR TO PAVING. THE CONTRACTOR SHALL PERFORM AN ADDITIONAL
PROOF ROLL FOR APPROVAL PRIOR TO PAVING.
3. SHOULD THE PROOF ROLL FAIL OR UNSUITABLE MATERIAL BE ENCOUNTERED,
THE CONTRACTOR SHALL:
3.1. SUBMIT IN WRITING THE STATIONING OF ALL UNSUITABLE MATERIAL TO THE
COR WITHIN THREE (3) CALENDAR DAYS AFTER DISCOVERY.
3.2. PROVIDE THE PROPOSED REMEDIAL MEASURES TO THE COR FOR
APPROVAL.
4. CONTRACTOR SHALL REPLACE ALL BASE COURSE MATERIAL BENEATH THE
EXISTING CURBING PER DETAIL D2/C-501.
5. CONTRACTOR SHALL REPLACE ALL BASE COURSE MATERIAL BENEATH THE
EXISTING SIDEWALKS PER DETAIL C2/C-502.
AutoCAD SHX Text
RIM 709.48 4" SE. 707.83 SUMP 706.48
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RIM 709.43 4" NE. 708.13 SUMP 706.93
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ASPHALT
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ASPHALT
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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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MONUMENT
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CONCRETE
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GRAVEL
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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
AMERICAN WAR MOTHERS AVENUE
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
MATCH LINE SHEET CD404
MATCH LINE SHEET CD406
DEMOLITION PLAN - CEMETERY
ROADS & DRAINAGE (BASE BID)
CD405
0 20 40
1 INCH = 20 FEET
KEYED NOTES
ASPHALT REMOVAL
ROLL CURB REMOVAL
DEMOLITION LEGEND AND SYMBOLS
*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
1. REMOVE EXISTING CONCRETE CURB AND GUTTER.
2. REMOVE EXISTING ASPHALT PAVING, REMOVE
UNSUITABLE SOILS, SCARIFY AND COMPACT 6" OF
SUITABLE BASE COURSE. SEE BORING PLANS AND
EARTHWORK GENERAL NOTES THIS SHEET.
3. REPLACE EXISTING CURB INLET, PRESERVE AND
PROTECT EXISTING CATCH BASIN.
4. REMOVE EXISTING STORM SEWER PIPE.
GENERAL NOTES:
1. CONTRACTOR SHALL PROVIDE A FRESH SAW CUT
PRIOR TO PAVING.
2. CONTRACTOR SHALL SAW CUT CONCRETE AT
NEAREST JOINT.
3. CONTRACTOR SHALL PRESERVE AND PROTECT
EXISTING CATCH BASINS.
3.1. CONTRACTOR SHALL BID THE REPLACEMENT
OF FOUR (4) CATCH BASINS TO REPLACE
UNSEEN DAMAGED STRUCTURES.
EARTHWORK GENERAL NOTES:
1. CONTRACTOR SHALL RE-COMPACT EXISTING BASE MATERIAL PER
SPECIFICATIONS THE IN ALL AREAS WHERE ASPHALT/CONCRETE IS BEING
REPLACED.
2. AFTER THE REMOVAL OF ASPHALT, THE CONTRACTOR SHALL PROOF ROLL THE
BASE MATERIAL TO VERIFY THE ROADWAY BASE IS SUITABLE FOR ASPHALT
INSTALLATION UNDER THE SUPERVISION OF A GEOTECHNICAL ENGINEER. SEE
SPECIFICATION 32 12 16 SECTION 3.3 E.
2.1. CONTRACTOR SHALL PROOF ROLL THE EXPOSED BASE MATERIAL AFTER
ASPHALT REMOVAL BUT BEFORE IT IS SUBJECTED TO
CONSTRUCTION/OTHER TRAFFIC, RAIN OR OTHER ELEMENTS THAT MAY
COMPROMISE ITS INTEGRITY/COMPACTION. AN ADDITIONAL SUCCESSFUL
PROOF ROLL SHALL BE CONDUCTED IMMEDIATELY BEFORE PAVING.
2.2. AFTER PROOF ROLL IS COMPLETE, THE CONTRACTOR IS RESPONSIBLE FOR
PROTECTING THE EXPOSED ROADWAY BASE.
2.3. ALL ROADWAYS MUST PASS THE PROOF ROLL PER SPECIFICATION PRIOR
TO THE INSTALLATION OF ANY ADDITIONAL MATERIAL OR ASPHALT.
2.4. SHOULD A RAINFALL EVENT TAKE PLACE AFTER A PASSING PROOF ROLL
AND PRIOR TO PAVING. THE CONTRACTOR SHALL PERFORM AN ADDITIONAL
PROOF ROLL FOR APPROVAL PRIOR TO PAVING.
3. SHOULD THE PROOF ROLL FAIL OR UNSUITABLE MATERIAL BE ENCOUNTERED,
THE CONTRACTOR SHALL:
3.1. SUBMIT IN WRITING THE STATIONING OF ALL UNSUITABLE MATERIAL TO THE
COR WITHIN THREE (3) CALENDAR DAYS AFTER DISCOVERY.
3.2. PROVIDE THE PROPOSED REMEDIAL MEASURES TO THE COR FOR
APPROVAL.
4. CONTRACTOR SHALL REPLACE ALL BASE COURSE MATERIAL BENEATH THE
EXISTING CURBING PER DETAIL D2/C-501.
5. CONTRACTOR SHALL REPLACE ALL BASE COURSE MATERIAL BENEATH THE
EXISTING SIDEWALKS PER DETAIL C2/C-502.
STORM SEWER PIPE REMOVAL
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
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SIGN
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CONCRETE
JUNEAU AVENUE
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
MATCH LINE SHEET CD405
DEMOLITION PLAN - CEMETERY
ROADS & ROSTRUM AREA (BASE
BID)
CD406
1. REMOVE EXISTING CONCRETE CURB AND GUTTER.
2. REMOVE EXISTING ASPHALT PAVING, REMOVE
UNSUITABLE SOILS, SCARIFY AND COMPACT 6" OF
SUITABLE BASE COURSE. SEE BORING PLANS AND
EARTHWORK GENERAL NOTES THIS SHEET.
3. REMOVE EXISTING CONCRETE FLAT WORK.
4. REMOVE & REINSTALL THE EXISTING SIGN WITH THE
SAME OFFSET FROM THE ROADWAY.
5. RELOCATE EXISTING UNDERGROUND POWER AS
NECESSARY.
6. RELOCATE EXISTING LIGHT POLE & ELECTRICAL
JUNCTION BOX.
7. SAW CUT.
0 20 40
1 INCH = 20 FEET
SCALE: NTS
IMAGE 1E2
KEYED NOTES
ASPHALT REMOVAL
CURB REMOVAL
DEMOLITION LEGEND AND SYMBOLS
*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
SCALE: NTS
IMAGE 2E3 SCALE: NTS
IMAGE 3E5 SCALE: NTS
IMAGE 4E7
SCALE: NTS
IMAGE 5E9
SCALE: NTS
IMAGE 6C9
3 3
CONCRETE REMOVAL
GENERAL NOTES:
1. CONTRACTOR SHALL PROVIDE A FRESH SAW CUT
PRIOR TO PAVING.
2. CONTRACTOR SHALL SAW CUT CONCRETE AT
NEAREST JOINT.
3. CONTRACTOR SHALL PRESERVE AND PROTECT
EXISTING CATCH BASINS.
3.1. CONTRACTOR SHALL BID THE REPLACEMENT
OF FOUR (4) CATCH BASINS TO REPLACE
UNSEEN DAMAGED STRUCTURES.
SAW CUT
EARTHWORK GENERAL NOTES:
1. CONTRACTOR SHALL RE-COMPACT EXISTING BASE MATERIAL PER
SPECIFICATIONS THE IN ALL AREAS WHERE ASPHALT/CONCRETE IS BEING
REPLACED.
2. AFTER THE REMOVAL OF ASPHALT, THE CONTRACTOR SHALL PROOF ROLL THE
BASE MATERIAL TO VERIFY THE ROADWAY BASE IS SUITABLE FOR ASPHALT
INSTALLATION UNDER THE SUPERVISION OF A GEOTECHNICAL ENGINEER. SEE
SPECIFICATION 32 12 16 SECTION 3.3 E.
2.1. CONTRACTOR SHALL PROOF ROLL THE EXPOSED BASE MATERIAL AFTER
ASPHALT REMOVAL BUT BEFORE IT IS SUBJECTED TO
CONSTRUCTION/OTHER TRAFFIC, RAIN OR OTHER ELEMENTS THAT MAY
COMPROMISE ITS INTEGRITY/COMPACTION. AN ADDITIONAL SUCCESSFUL
PROOF ROLL SHALL BE CONDUCTED IMMEDIATELY BEFORE PAVING.
2.2. AFTER PROOF ROLL IS COMPLETE, THE CONTRACTOR IS RESPONSIBLE FOR
PROTECTING THE EXPOSED ROADWAY BASE.
2.3. ALL ROADWAYS MUST PASS THE PROOF ROLL PER SPECIFICATION PRIOR
TO THE INSTALLATION OF ANY ADDITIONAL MATERIAL OR ASPHALT.
2.4. SHOULD A RAINFALL EVENT TAKE PLACE AFTER A PASSING PROOF ROLL
AND PRIOR TO PAVING. THE CONTRACTOR SHALL PERFORM AN ADDITIONAL
PROOF ROLL FOR APPROVAL PRIOR TO PAVING.
3. SHOULD THE PROOF ROLL FAIL OR UNSUITABLE MATERIAL BE ENCOUNTERED,
THE CONTRACTOR SHALL:
3.1. SUBMIT IN WRITING THE STATIONING OF ALL UNSUITABLE MATERIAL TO THE
COR WITHIN THREE (3) CALENDAR DAYS AFTER DISCOVERY.
3.2. PROVIDE THE PROPOSED REMEDIAL MEASURES TO THE COR FOR
APPROVAL.
4. CONTRACTOR SHALL REPLACE ALL BASE COURSE MATERIAL BENEATH THE
EXISTING CURBING PER DETAIL D2/C-501.
5. CONTRACTOR SHALL REPLACE ALL BASE COURSE MATERIAL BENEATH THE
EXISTING SIDEWALKS PER DETAIL C2/C-502.
SIDEWALK REPLACEMENT NOTES:
1. DUE TO ONGOING SETTLEMENT, ALL SIDEWALKS WITHIN
THE THE INDICATED AREA ARE SHALL:
1.1. BE OVER EXCAVATED AN ADDITIONAL 18".
1.2. SUBGRADE SHALL BE SCARIFIED AND
RE-COMPACTED PER SPECIFICATIONS.
1.3. THE OVER-EXCAVATION SHALL BE BACKFILLED WITH
BASE COURSE MATERIAL.
SEE SIDEWALK REPLACEMENT
NOTES THIS SHEET.
AutoCAD SHX Text
ASPHALT
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ASPHALT
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CONCRETE
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ASPHALT
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CONCRETE WALK
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CONCRETE WALK
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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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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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CONCRETE
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CONCRETE
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SIGN
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SIGN
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LANDSCAPING
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CONCRETE
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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
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
DEMOLITION PLAN - CEMETERY
ROADS (BASE BID)
CD407
KEYED NOTES
1. REMOVE EXISTING CONCRETE PAVING, REMOVE
UNSUITABLE SOILS, SCARIFY AND COMPACT 6" OF
SUITABLE BASE COURSE. SEE BORING PLANS AND
EARTHWORK GENERAL NOTES THIS SHEET.
2. PRESERVE CONCRETE RETAINING WALL AND
ASSOCIATED GUTTER.
3. PRESERVE CONCRETE CURB & FENCING.
4. PRESERVE EXISTING CONCRETE DRAINAGE PAN &
GRATED INLET.
5. PRESERVE EXISTING BOLLARDS & CHAIN.
0 10 20
1 INCH = 10 FEET
NTS
IMAGE 1E5 NTS
IMAGE 2E7
NTS
IMAGE 3E9
NTS
IMAGE 5D9
NTS
IMAGE 4D7
DEMOLITION LEGEND AND SYMBOLS
*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
CONCRETE REMOVAL
EARTHWORK GENERAL NOTES:
1. CONTRACTOR SHALL RE-COMPACT EXISTING BASE MATERIAL PER
SPECIFICATIONS THE IN ALL AREAS WHERE ASPHALT/CONCRETE IS BEING
REPLACED.
2. AFTER THE REMOVAL OF ASPHALT, THE CONTRACTOR SHALL PROOF ROLL THE
BASE MATERIAL TO VERIFY THE ROADWAY BASE IS SUITABLE FOR ASPHALT
INSTALLATION UNDER THE SUPERVISION OF A GEOTECHNICAL ENGINEER. SEE
SPECIFICATION 32 12 16 SECTION 3.3 E.
2.1. CONTRACTOR SHALL PROOF ROLL THE EXPOSED BASE MATERIAL AFTER
ASPHALT REMOVAL BUT BEFORE IT IS SUBJECTED TO
CONSTRUCTION/OTHER TRAFFIC, RAIN OR OTHER ELEMENTS THAT MAY
COMPROMISE ITS INTEGRITY/COMPACTION. AN ADDITIONAL SUCCESSFUL
PROOF ROLL SHALL BE CONDUCTED IMMEDIATELY BEFORE PAVING.
2.2. AFTER PROOF ROLL IS COMPLETE, THE CONTRACTOR IS RESPONSIBLE FOR
PROTECTING THE EXPOSED ROADWAY BASE.
2.3. ALL ROADWAYS MUST PASS THE PROOF ROLL PER SPECIFICATION PRIOR
TO THE INSTALLATION OF ANY ADDITIONAL MATERIAL OR ASPHALT.
2.4. SHOULD A RAINFALL EVENT TAKE PLACE AFTER A PASSING PROOF ROLL
AND PRIOR TO PAVING. THE CONTRACTOR SHALL PERFORM AN ADDITIONAL
PROOF ROLL FOR APPROVAL PRIOR TO PAVING.
3. SHOULD THE PROOF ROLL FAIL OR UNSUITABLE MATERIAL BE ENCOUNTERED,
THE CONTRACTOR SHALL:
3.1. SUBMIT IN WRITING THE STATIONING OF ALL UNSUITABLE MATERIAL TO THE
COR WITHIN THREE (3) CALENDAR DAYS AFTER DISCOVERY.
3.2. PROVIDE THE PROPOSED REMEDIAL MEASURES TO THE COR FOR
APPROVAL.
4. CONTRACTOR SHALL REPLACE ALL BASE COURSE MATERIAL BENEATH THE
EXISTING CURBING PER DETAIL D2/C-501.
5. CONTRACTOR SHALL REPLACE ALL BASE COURSE MATERIAL BENEATH THE
EXISTING SIDEWALKS PER DETAIL C2/C-502.
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE WALL
AutoCAD SHX Text
CONCRETE WALL WITH CHAIN LINK FENCE
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FENCE
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GRAVEL
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CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
CHAIN LINK FENCE
MONUMENT
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
DEMOLITION PLAN - CEMETERY
ROADS (BID OPTION 2)
CD408
0 30 60
1 INCH = 30 FEET
ASPHALT REMOVAL
ROLL CURB REMOVAL
DEMOLITION LEGEND AND SYMBOLS
KEYED NOTES
*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
1. REMOVE EXISTING CONCRETE CURB AND GUTTER.
2. REMOVE EXISTING ASPHALT PAVING, REMOVE
UNSUITABLE SOILS, SCARIFY AND COMPACT 6" OF
SUITABLE BASE COURSE. SEE BORING PLANS AND
EARTHWORK GENERAL NOTES THIS SHEET.
3. REMOVE EXISTING CURB INLET, PRESERVE AND PROTECT
EXISTING CATCH BASIN.
4. PRESERVE AND PROTECT EXISTING JUNCTION BOX.
ADJUST RIM TO FINISHED GRADE AS NECESSARY.
5. SAW CUT.
SCALE: NTS
IMAGE 1A1
SCALE: NTS
IMAGE 2C8
SCALE: NTS
IMAGE 3C10
3 3
SCALE: 1" = 30'
AFTON CIRCLEE5
SCALE: 1" = 30'
AMERICAN WAR MOTHERS AVENUE (SOUTH)A5
GENERAL NOTES:
1. CONTRACTOR SHALL PROVIDE A FRESH SAW CUT
PRIOR TO PAVING.
2. CONTRACTOR SHALL SAW CUT CONCRETE AT
NEAREST JOINT.
3. CONTRACTOR SHALL PRESERVE AND PROTECT
EXISTING CATCH BASINS.
3.1. CONTRACTOR SHALL BID THE REPLACEMENT
OF FOUR (4) CATCH BASINS TO REPLACE
UNSEEN DAMAGED STRUCTURES.
SAW CUT
EARTHWORK GENERAL NOTES:
1. CONTRACTOR SHALL RE-COMPACT EXISTING BASE MATERIAL PER
SPECIFICATIONS THE IN ALL AREAS WHERE ASPHALT/CONCRETE IS BEING
REPLACED.
2. AFTER THE REMOVAL OF ASPHALT, THE CONTRACTOR SHALL PROOF ROLL THE
BASE MATERIAL TO VERIFY THE ROADWAY BASE IS SUITABLE FOR ASPHALT
INSTALLATION UNDER THE SUPERVISION OF A GEOTECHNICAL ENGINEER. SEE
SPECIFICATION 32 12 16 SECTION 3.3 E.
2.1. CONTRACTOR SHALL PROOF ROLL THE EXPOSED BASE MATERIAL AFTER
ASPHALT REMOVAL BUT BEFORE IT IS SUBJECTED TO
CONSTRUCTION/OTHER TRAFFIC, RAIN OR OTHER ELEMENTS THAT MAY
COMPROMISE ITS INTEGRITY/COMPACTION. AN ADDITIONAL SUCCESSFUL
PROOF ROLL SHALL BE CONDUCTED IMMEDIATELY BEFORE PAVING.
2.2. AFTER PROOF ROLL IS COMPLETE, THE CONTRACTOR IS RESPONSIBLE FOR
PROTECTING THE EXPOSED ROADWAY BASE.
2.3. ALL ROADWAYS MUST PASS THE PROOF ROLL PER SPECIFICATION PRIOR
TO THE INSTALLATION OF ANY ADDITIONAL MATERIAL OR ASPHALT.
2.4. SHOULD A RAINFALL EVENT TAKE PLACE AFTER A PASSING PROOF ROLL
AND PRIOR TO PAVING. THE CONTRACTOR SHALL PERFORM AN ADDITIONAL
PROOF ROLL FOR APPROVAL PRIOR TO PAVING.
3. SHOULD THE PROOF ROLL FAIL OR UNSUITABLE MATERIAL BE ENCOUNTERED,
THE CONTRACTOR SHALL:
3.1. SUBMIT IN WRITING THE STATIONING OF ALL UNSUITABLE MATERIAL TO THE
COR WITHIN THREE (3) CALENDAR DAYS AFTER DISCOVERY.
3.2. PROVIDE THE PROPOSED REMEDIAL MEASURES TO THE COR FOR
APPROVAL.
4. CONTRACTOR SHALL REPLACE ALL BASE COURSE MATERIAL BENEATH THE
EXISTING CURBING PER DETAIL D2/C-501.
5. CONTRACTOR SHALL REPLACE ALL BASE COURSE MATERIAL BENEATH THE
EXISTING SIDEWALKS PER DETAIL C2/C-502.
AutoCAD SHX Text
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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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
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
ASPHALT REMOVAL
CURB REMOVAL
CONCRETE REMOVAL
DEMOLITION PLAN - MAINTENANCE
YARD (BID OPTION 3)
CD409
AGGREGATE REMOVAL
SPOILS REMOVAL
0 10 20
1 INCH = 10 FEET
SCALE: NTS
IMAGE 1C7
SCALE: NTS
IMAGE 2C9
SCALE: NTS
IMAGE 3E7 SCALE: NTS
IMAGE 4E9
SCALE: NTS
IMAGE 5F7 SCALE: NTS
IMAGE 6F9
KEYED NOTES
DEMOLITION LEGEND AND SYMBOLS
*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND
1. REMOVE EXISTING CONCRETE CURB AND GUTTER.
2. REMOVE EXISTING ASPHALT PAVING, REMOVE
UNSUITABLE SOILS, SCARIFY AND COMPACT 6" OF
SUITABLE BASE COURSE. SEE BORING PLANS AND
EARTHWORK GENERAL NOTES THIS SHEET.
3. REMOVE EXISTING AGGREGATE SURFACE, SEE IMAGES
THIS SHEET.
4. REMOVE EXISTING CONCRETE.
5. REMOVE EXISTING SPOILS, SEE IMAGES THIS SHEET.
6. REMOVE EXISTING TREE AND ASSOCIATED ROOT MASS.
7. RELOCATE MATERIAL STORAGE BINS. SEE SITE PLAN FOR
LOCATION DETAILS.
8. SAW CUT.
GENERAL NOTES:
1. CONTRACTOR SHALL PROVIDE A FRESH SAW CUT
PRIOR TO PAVING.
2. CONTRACTOR SHALL SAW CUT CONCRETE AT
NEAREST JOINT.
3. CONTRACTOR SHALL PRESERVE AND PROTECT
EXISTING CATCH BASINS.
3.1. CONTRACTOR SHALL BID THE REPLACEMENT
OF FOUR (4) CATCH BASINS TO REPLACE
UNSEEN DAMAGED STRUCTURES.
SAW CUT
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METAL COVER
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METAL COVER
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FILL STORAGE AREA
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FILL STORAGE AREA
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LANDSCAPING
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LANDSCAPING
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STONE WALL
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CHAIN LINK FENCE
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GATE
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CHAIN LINK FENCE
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CONCRETE WALK
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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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CONCRETE
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CONCRETE
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GATE
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CHAIN LINK FENCE
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FILL PILE
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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METAL FENCE
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BURIED
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BUILDING
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BUILDING
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CONCRETE
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CONCRETE
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CONCRETE
CONCRETE
File details come from the government source that posted it. Updated .