Bid Drawings Vol. 1 of 3_823CM3024 Renovate Roads and FCA Corrections at Wood NC.pdf
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- Solicitation number
- 36C78626B0006
About this file
This is a set of bid documents for a design and construction contract at Wood National Cemetery in Milwaukee, Wisconsin (NCA Project No. 823CM3024). The project involves renovating roads and correcting Facility Condition Assessment (FCA) deficiencies at the 5000 W National Avenue location.
The project is managed by the U.S. Department of Veterans Affairs, National Cemetery Administration, with Brian Ballweg serving as the Project Manager/Contracting Officer Representative. The design and construction services are being provided through Vali Cooper International, LLC (Jordan Vandermeer, contact: 504-684-4408), with geotechnical engineering support from Terracon. The contract includes a base bid covering phases 1, 2, and 3, plus three optional bid options: Bid Option 1 for additional cemetery road work, Bid Option 2 for additional cemetery road and drainage improvements, and Bid Option 3 for maintenance yard improvements. The phasing plan allows the contractor flexibility in construction sequencing with COR approval. Key requirements include coordination with cemetery burial schedules, maintenance of the sensitive cemetery site with strict code of conduct provisions (including dress code, noise restrictions, and protection of gravesites and headstones), protection of existing utilities, tree protection within disturbance limits, erosion and sedimentation control measures, and stabilization of all disturbed areas. The documents comprise 40 sheets of design drawings, including survey maps, existing conditions, demolition plans, site and grading plans, vertical profiles, and construction details with staging area specifications.
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Text version
WOOD NATIONAL
CEMETERY
H W
Y 175
IN
TER
STATE 43
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 LOCATION MAP
SCALE: NTS
SITE LOCATION AND ACCESS MAP
SCALE: NTS
PROJECT TEAM
FIRM PANEL
SCALE: NTS
N
SHEET INDEX
SHEET
NO.
DRAWING
NO. SHEET TITLE
1 G-001 COVERSHEET
DEPARTMENT OF VETERANS AFFAIRS
WOOD NATIONAL CEMETERY
RENOVATE ROADS
CORRECT FCA DEFICIENCIES
NCA PROJECT NO. 823CM3024, 5000 W NATIONAL AVE, MILWAUKEE, WI 53295-4000
N
CODE OF CONDUCT
1. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT.
COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED
REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS. CONTRACTOR SHALL OBTAIN
THE SCHEDULE FOR THE NEXT DAY SERVICES PRIOR TO THE CLOSE OF BUSINESS EACH
DAY. ALLOWABLE WORK TO BE DETERMINED BY THE CEMETERY DIRECTOR.
2. BECAUSE OF THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL
MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE
MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED
OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END OF EACH DAY AND/OR MORE
FREQUENTLY AS REQUIRED.
3. THE CONTRACTOR'S STAFF AND SUBCONTRACTORS' STAFF SHALL NOT: DRESS IN
SLEEVELESS SHIRTS OR SHORT PANTS, WEAR CLOTHING WITH INAPPROPRIATE LOGOS,
PLAY MUSIC, TALK LOUD, PLACE PERSONAL ITEMS ON HEADSTONES, LEAN AGAINST OR
SIT ON HEADSTONES.
4. THE EFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE
COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES
SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE SIGNAGE AND/OR OTHER
APPROVED CONVENTIONAL METHODS.
5. DO NOT WORK UPON NOR STORE ANY MATERIALS ON HEADSTONES. ALL EFFORT WILL BE
MADE TO MAINTAIN DISTANCE FROM OCCUPIED GRAVESITES.
1. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON
AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE EXACT LOCATION OF ALL UTILITIES PRIOR TO BEGINNING ANY
WORK. IF UTILITIES OTHER THAN THOSE SHOWN HEREIN ARE ENCOUNTERED, THE
CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY AND TAKE APPROPRIATE
MEASURES TO PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. DAMAGE
CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL
VERIFY THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING UTILITIES PRIOR
TO BEGINNING CONSTRUCTION.
2. THE CONTRACTOR SHALL NOTIFY THE COR IF UNSUITABLE MATERIAL IS
DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION. (SEE
SPECIFICATION SECTION 31.20.00)
3. THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS WITH SOD, NOT
SHOWN FOR ASPHALT OR CONCRETE, WITHIN LIMITS OF DEMOLITION AND
PROPOSED WORK.
4. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO DRAIN FOR POSITIVE
FLOW PRIOR TO FINAL APPROVAL.
5. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND
TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
6. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND
SAFETY PRECAUTIONS AS REQUIRED BY ANY REGULATORY AGENCY.
7. THERE SHALL BE AT ALL TIMES, WHEN WORK IS BEING DONE, A COMPETENT
PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF
WORK ON SITE. THIS COMPETENT PERSON SHALL BE ABLE TO SPEAK FOR AND
ACT IN THE BEHALF OF THE CONTRACTOR. HE SHALL BE AWARE AND
KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. HE SHALL BE
EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY
WORKMAN ON SITE.
8. CONTRACTOR SHALL PREPARE AND SUBMIT A WELDING PLAN TO THE COR PRIOR
TO PERFORMING ANY FIELD WELDING SHOULD IT BE REQUIRED. FOLLOWING
APPROVAL ALL WELDS SHALL BE PERFORMED IN ACCORDANCE WITH THE
APPROVED PLAN. WELDING PLAN SHALL LIST CERTIFIED WELDERS THE
CONTRACTOR INTENDS TO USE.
GENERAL NOTES
ARCHITECT / ENGINEER
VALI COOPER INTERNATIONAL, LLC
COVINGTON, LA 70433
CONTACT: JORDAN VANDERMEER
JORDAN.VANDERMEER@VALIINT.COM
504-684-4408
GEOTECHNICAL ENGINEER
TERRACON
9856 SOUTH 57TH STREET
FRANKLIN WI 53132
CONTACT: JUAN ARREOLA
JUAN.ARREOLA@TERRACON.COM
414-209-7638
SITE OWNER
VA NCA
OFFICE OF DESIGN AND CONSTRUCTION
WOOD NATIONAL CEMETERY
CONTACT: BRIAN BALLWEG
BRIAN.BALLWEG@VA.GOV
N
V-101
7 V-402
SURVEY KEYED MAP
V-403
EXISTING CONDITIONS
EXISTING CONDITIONS
EXISTING CONDITIONS
C-402
V-401
CD405
C-403 C-404
C-408
CG902
CD402
CD406
C-406
22 C-401 SITE & GRADING PLAN - ADMINISTRATION BUILDING (BASE BID)
WOOD
NATIONAL
CEMETERY
WISCONSIN VETERANS MEM HWY
INTERSTATE 41
CD401
CG901 BORING LOCATIONS & LOGS
BORING LOCATIONS & LOGS
CD404
CD403
DEMOLITION PLAN - ADMINISTRATION BUILDING (BASE BID)
DEMOLITION PLAN - CEMETERY ROADS (BASE BID)
C-409
CD407
C-405
C-407
CD408
COVER
G-001
C-503
DEMOLITION PLAN - CEMETERY ROADS & DRAINAGE (BASE BID)
DEMOLITION PLAN - CEMETERY ROADS (BASE BID)
DEMOLITION PLAN - CEMETERY ROADS & DRAINAGE (BASE BID)
DEMOLITION PLAN - CEMETERY ROADS & ROSTRUM (BASE BID)
DEMOLITION PLAN - CEMETERY ROADS (BASE BID)
DEMOLITION PLAN - CEMETERY ROADS (BID OPTION 2)
SITE & GRADING PLAN - CEMETERY ROADS (BASE BID)
SITE, GRADING & DRAINAGE PLAN - CEMETERY ROADS & DRAINAGE (BASE BID)
DETAILS - SITE
WOOD NATIONAL
CEMETERY. FIRMETTE
TO THE NORTH IS
UNAVAILABLE.
C-502 DETAILS - SITE
C-501 DETAILS - SITE
C-701 VERTICAL PROFILE - ADMINISTRATION ENTRANCE
C-702 VERTICAL PROFILE - KILBOURN CIRCLE, JUNEAU AVE & WALKER ROAD
C-703 VERTICAL PROFILE - AMERICAN WAR MOTHERS AVE & KILBOURN CIRCLE
C-704 VERTICAL PROFILE - AFTON CIRCLE39
C-705 VERTICAL PROFILE - STORM SEWER
G-101 CONSTRUCTION ACCESS, FENCING & STAGING PLAN
G-102
V-404 EXISTING CONDITIONS
CG101 CIVIL KEYED MAP
CD409 DEMOLITION PLAN - MAINTENANCE YARD (BID OPTION 3)
SITE, GRADING & DRAINAGE PLAN - CEMETERY ROADS & DRAINAGE (BASE BID)
SITE, GRADING & DRAINAGE PLAN - CEMETERY ROADS & DRAINAGE (BASE BID)
SITE & GRADING PLAN - CEMETERY ROADS & ROSTRUM (BASE BID)
SITE & GRADING PLAN - CEMETERY ROADS (BASE BID)
SITE PLAN - CEMETERY ROADS (BID OPTION 1)
SITE & GRADING PLAN - CEMETERY ROADS (BID OPTION 2)
C-410 SITE PLAN - MAINTENANCE YARD (BID OPTION 3)
C-411 GRADING & DRAINAGE PLAN - MAINTENANCE YARD (BID OPTION 3)
TREE PROTECTION, EROSION & SEDIMENTATION CONTROL NOTES & DETAILS
CG102 PHASING PLAN & BID OPTIONS
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
CONSTRUCTION ACCESS, FENCING
& STAGING PLAN
G-101
0 0 0
ON SAFETY
ZERO
Department of Veterans Affairs
PAINTED BORDER
MEMBER BLACK
ENAMEL
2" X 4" FRAME AND
BRACES IN SAME
PLANE
METAL FACE
STRETCH METAL FACE
TIGHT, TURN OVER
FRAME AND SECURE
WITH FLAT HEAD
DEFORMED NAILS
LETTERING TO BE
HELVETICA STYLE
5" HIGH
METAL FACE
WHITE ENAMEL
LETTERING TO BE
HELVETICA STYLE
3" HIGH TO BE
CENTERED
HORIZONTALLY
2" X 4" FRAME AND
BRACE IN BACK
LETTERING TO BE
HELVETICA STYLE 2"
HIGH TO BE CENTERED
HORIZONTALLY
LETTERING TO BE
HELVETICA STYLE
1-1/2" HIGH TO BE
CENTERED
HORIZONTALLY
4" X 4" POSTS
PAINTED WHITE
BORDER
MEMBER
PAINTED BLACK
BACKGROUND TO
BE PAINTED WHITE
LETTERING TO BE
HELVETICA STYLE
1" HIGH TO BE
CENTERED
HORIZONTALLY
LETTERING TO BE
HELVETICA STYLE
1-1/2" HIGH TO BE
CENTERED
HORIZONTALLY
SURROUNDING
BORDER TO BE BLUE
CENTER TO BE
WHITE
8'-8"
6'-6"
6"
1-1/2" 3" 5" 2" 5" 5" 3" 2"
1-1/2"
4'-0" MIN.
3"
6"
9"
6"
3" 2" 3"
6"
ALL LETTERING TO BE
PAINTED BLACK WITH
EXCEPTION OF
PROJECT TITLE
WHICH IS TO BE BLUE
NOTE:
ANY SEAM IN METAL
TO BE FLAT SEAM -
SEAMS TO BE
HORIZONTAL AND
OCCUR BETWEEN
LINES OF
LETTERING.
SECTION ON CENTER
4'-0"
BRACING SEE
CONSTRUCTION
SIGN SECTION
DETAIL C7/A-509
3'-0"
VARIES
3'-0"
BLUE
BLUE OUTLINE
WITH WHITE
INTERIOR
BLUE
WHITE
RED
RED
2"
2"
PROVIDE (3) SETS OF
REMOVABLE NUMERALS
PAINTED ON 1/8"
TEMPERED HARDBOARD
2"
1-3/4"
2"
WOOD STRIPS
BRACING
4" X 4" POST IF
SIGN IS INSTALLED
ON GRADE
FIN. GRADE
SCALE: NTS
SAFETY SIGNB3
SCALE: NTS
PROJECT SIGNE3
VARIES;
AVERAGE 3'-0"
LEGEND AND SYMBOLS
CONSTRUCTION STAGING AREA
ACCESS / HAUL ROUTE
KEYED NOTES
1. STAGING AREA
2. ACCESS / HAUL ROUTE
3. PROJECT SIGN, SEE DETAIL E3 THIS SHEET.
4. SAFETY SIGN, SEE DETAIL B3 THIS SHEET.
STAGING AREA NOTES:
1. CONTRACTOR MAY PROPOSE
ALTERNATIVE STAGING AREAS IN
WRITING FOR APPROVAL BY THE COR.
THE COR RESERVES THE RIGHT TO
REJECT ALL ALTERNATIVE AREAS FOR
ANY REASON.
AutoCAD SHX Text
CONTRACTOR'S NAME
AutoCAD SHX Text
THE LIFE YOU SAVE MAY BE YOUR OWN
AutoCAD SHX Text
WITHOUT A LOST TIME ACCIDENT
AutoCAD SHX Text
DAYS
AutoCAD SHX Text
HAS WORKED
AutoCAD SHX Text
THIS PROJECT
AutoCAD SHX Text in
AutoCAD SHX Text
DEPARTMENT OF
AutoCAD SHX Text
VETERANS AFFAIRS
AutoCAD SHX Text
WOOD NATIONAL CEMETERY
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RENOVATE ROADS AND
AutoCAD SHX Text A PROJECT OF THE: NATIONAL CEMETERY ADMINISTRATION OFFICE OF DESIGN AND CONSTRUCTION SERVICE WASHINGTON, D.C.
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GENERAL CONTRACTOR: : NAME: LOCATION:
AutoCAD SHX Text
ARCHITECT/ENGINEER: : NAME: VCI LOCATION: COVINGTON , LA
AutoCAD SHX Text
CORRECT DEFICIENCIES
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
TREE PROTECTION, EROSION &
SEDIMENTATION CONTROL NOTES
& DETAILS
G-102
STAKE (TYP.)
STRAW BALE (TYP.)
10' MIN.
PLAN
TYPE "ABOVE GRADE"
WITH STRAW BALES
BINDING WIRE
STRAW BALE
STAPLES 18" DIA. 4" STAPLE
(2 PER BALE)
NATIVE MATERIAL
(OPTIONAL)
WOOD OR
METAL STAKES
(2 PER BALE)
SECTION B-B
NOTES:
1. ACTUAL LAYOUT DETERMINED IN FIELD.
2. INSTALL CONCRETE WASHOUT SIGN (24"X24", MINIMUM) WITHIN 30'
OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
3. TEMPORARY WASHOUT AREA MUST BE AT LEAST 50' FROM A STORM
DRAIN, CREEK BANK OR PERIMETER CONTROL.
4. CLEAN OUT CONCRETE WASHOUT AREA WHEN 50% FULL.
5. THE KEY TO FUNCTIONAL CONCRETE WASHOUTS IS WEEKLY
INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR CLEAN OUT.
IMPERVIOUS LINER
DRIP LINE
OF TREE
METAL STAKES
@ 6' O.C. (TYP)
4' MIN
1' MIN.
HIGH VISIBILITY
ORANGE VINYL
CONSTRUCTION
FENCING
TREE PROTECTION NOTES:
1. EXCAVATION OR GRADING WITHIN THE DRIP LINE OF ANY TREE MUST UTILIZE ALTERNATIVE METHODS SUCH
AS HAND DIGGING TO LOCATE ROOTS.
2. TREE PROTECTION FENCING SHALL BE INSTALLED AROUND ALL TREES THAT HAVE A DRIP LINE WITHIN THE LIMITS OF DISTURBANCE FOR CONSTRUCTION ACTIVITIES OTHER THAN ASPHALT PAVING AND SHALL EXTEND A MINIMUM OF 10' FROM THE TRUNK OR THE DRIP LINE OF THE TREE, WHICHEVER IS GREATER. (TYP)
3. THE CUTTING OF ROOTS GREATER THAN ONE (1) INCH DIAMETER MUST BE APPROVED AND SUPERVISED BY A
LICENSED ARBORIST.
4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL TREES FROM DAMAGE BY DEMOLITION OPERATIONS. ANY TREE DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE REPLACED WITH A TREE OF THE SAME SPECIES AND SIZE. IF SIZE IS NOT AVAILABLE CONTRACTOR SHALL REPLACE WITH A 2" CAL. TREE (DECIDUOUS) OR 6' HEIGHT TREE (EVERGREENS) AND SHALL PROVIDE A CREDIT TO THE OWNER FOR THE MONETARY
DIFFERENCE IN VALUE.
EROSION & SEDIMENTATION CONTROL NOTES:
1. SILT FENCING SHALL BE PLACED ON ALL SIDES OF LAND DISTURBING
ACTIVITIES WHERE APPLICABLE.
2. INLET PROTECTION SHALL BE USED AT ALL TIMES WHEN ADJACENT
TO LAND DISTURBING ACTIVITIES.
3. TREE PROTECTION SHALL BE PLACED AROUND ALL TREES WITHIN
THE LIMITS OF DISTURBANCE.
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text B9
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
CONCRETE WASHOUT AREA
AutoCAD SHX Text F9
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
TREE PROTECTION
AutoCAD SHX Text F7
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
INLET PROTECTION
AutoCAD SHX Text B2
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
CONTRUCTION ENTRANCE
B5
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
PHASING PLAN & BID OPTIONS
GC101
PHASE 1 AREA
GENERAL NOTES
1. PHASES MAY BE CONSTRUCTED IN ANY ORDER
THE CONTRACTOR SEES FIT.
2. CONTRACTOR MAY CREATE ADDITIONAL
CONSTRUCTION PHASES WITH THE WRITTEN
APPROVAL OF THE COR AT NO ADDITIONAL
COST TO THE GOVERNMENT.
3. FOR EACH ROADWAY PHASE, THE CONTRACTOR
SHALL REMOVE AND REPLACE THE CONCRETE
CURBING PRIOR TO THE REMOVAL OF THE
ASPHALT ROADWAY.
3.1. ROADWAYS ARE TO REMAIN OPEN TO THE
PUBLIC DURING THE CURBING
REPLACEMENT.
3.2. CONTRACTOR SHALL INSTALL
CONSTRUCTION FENCING AROUND ALL
ACTIVE CURB REPLACEMENT TO PREVENT
FALLS.
4. DRAINAGE IMPROVEMENTS MAY BE
CONSTRUCTED AT ANY TIME WITHIN THE PERIOD
OF PERFORMANCE.
5. CONTRACTOR TO INSTALL THE SURFACE
COURSE AS THE FINAL CONSTRUCTION ACTIVITY
FOR EACH PHASE.
6. CONTRACTOR SHALL INSTALL ALL
SIDEWALKS/FLATWORK AS A PART OF THE
ADJACENT PHASE.
7. CONTRACTOR SHALL COORDINATE ALL
ROADWAY CLOSURES WITH CEMETERY STAFF.
PHASE 2 AREA
PHASE 3 AREA
PHASE 4 AREA
PHASE 5 AREA
LEGEND AND SYMBOLS
1. BASE BID INCLUDES PHASES 1, 2 & 3.
2. CONTRACTOR SHALL PROVIDE IN WRITING A PHASING PLAN
FOR APPROVAL BY THE COR PRIOR TO CONSTRUCTION. THE
FOLLOWING SHALL BE INCLUDED WITHIN THE PHASING PLAN:
2.1. CONSTRUCTION LIMITS FOR EACH PHASE.
2.2. PROPOSED TRAFFIC PATTERNS.
2.3. SIGNAGE / DETOUR PLANS.
2.4. TEMPORARY TURNAROUND LOCATIONS.
BASE BID PHASING
1. BID OPTION 1 SHALL BE INTEGRATED INTO ANY PHASE THE
CONTRACTOR SEES FIT.
BID OPTION 1 PHASING
1. BID OPTION 2 MAY BE INTEGRATED INTO PHASE 1, 2 OR 3.
ALTERNATIVELY THE CONTRACTOR MAY ADD AN ADDITIONAL
CONSTRUCTION PHASE FOR THIS BID OPTION.
2. BID OPTIONS IS SHOWN AS PHASE 4 FOR CLARITY.
BID OPTION 2 PHASING
1. BID OPTION 3 SHALL BE ITS OWN UNIQUE CONSTRUCTION PHASE.
2. BID OPTION 3 SHOWN AS PHASE 5 FOR CLARITY.
BID OPTION 3 PHASING
BASE BID
SHEET
NO.
DRAWING
NO. SHEET TITLE
1 G-001 COVERSHEET
V-101
7 V-402
SURVEY KEYED MAP
V-403
EXISTING CONDITIONS
EXISTING CONDITIONS
EXISTING CONDITIONS
C-402
V-401
CD405
C-403 C-404
CG902
CD402
CD406
C-406
22 C-401 SITE & GRADING PLAN - ADMINISTRATION BUILDING (BASE BID)
CD401
CG901 BORING LOCATIONS & LOGS
BORING LOCATIONS & LOGS
CD404
CD403
DEMOLITION PLAN - ADMINISTRATION BUILDING (BASE BID)
DEMOLITION PLAN - CEMETERY ROADS (BASE BID)
CD407
C-405
C-407
C-503
DEMOLITION PLAN - CEMETERY ROADS & DRAINAGE (BASE BID)
DEMOLITION PLAN - CEMETERY ROADS (BASE BID)
DEMOLITION PLAN - CEMETERY ROADS & DRAINAGE (BASE BID)
DEMOLITION PLAN - CEMETERY ROADS & ROSTRUM (BASE BID)
DEMOLITION PLAN - CEMETERY ROADS (BASE BID)
SITE & GRADING PLAN - CEMETERY ROADS (BASE BID)
SITE, GRADING & DRAINAGE PLAN - CEMETERY ROADS & DRAINAGE (BASE BID)
DETAILS - SITE
C-502 DETAILS - SITE
C-501 DETAILS - SITE
C-701 VERTICAL PROFILE - ADMINISTRATION ENTRANCE
C-702 VERTICAL PROFILE - KILBOURN CIRCLE, JUNEAU AVE & WALKER ROAD
C-703 VERTICAL PROFILE - AMERICAN WAR MOTHERS AVE & KILBOURN CIRCLE
C-705 VERTICAL PROFILE - STORM SEWER
G-101 CONSTRUCTION ACCESS, FENCING & STAGING PLAN
G-102
V-404 EXISTING CONDITIONS
CG101 CIVIL KEYED MAP
SITE, GRADING & DRAINAGE PLAN - CEMETERY ROADS & DRAINAGE (BASE BID)
SITE, GRADING & DRAINAGE PLAN - CEMETERY ROADS & DRAINAGE (BASE BID)
SITE & GRADING PLAN - CEMETERY ROADS & ROSTRUM (BASE BID)
SITE & GRADING PLAN - CEMETERY ROADS (BASE BID)
TREE PROTECTION, EROSION & SEDIMENTATION CONTROL NOTES & DETAILS
CG102 PHASING PLAN
BID OPTION 1
SHEET
NO.
DRAWING
NO. SHEET TITLE
1 G-001 COVERSHEET
V-101
7 V-402
SURVEY KEYED MAP
V-403
EXISTING CONDITIONS
EXISTING CONDITIONS
EXISTING CONDITIONSV-401
C-40829
G-101 CONSTRUCTION ACCESS, FENCING & STAGING PLAN
G-102
V-404 EXISTING CONDITIONS
CG101 CIVIL KEYED MAP
SITE PLAN - CEMETERY ROADS (BID OPTION 1)
TREE PROTECTION, EROSION & SEDIMENTATION CONTROL NOTES & DETAILS
CG102 PHASING PLAN
BID OPTION 3
SHEET
NO.
DRAWING
NO. SHEET TITLE
1 G-001 COVERSHEET
V-101
7 V-402
SURVEY KEYED MAP
V-403
EXISTING CONDITIONS
EXISTING CONDITIONS
EXISTING CONDITIONSV-401
CG902
CG901 BORING LOCATIONS & LOGS
BORING LOCATIONS & LOGS12
C-503 DETAILS - SITE
C-502 DETAILS - SITE
C-501 DETAILS - SITE
G-101 CONSTRUCTION ACCESS, FENCING & STAGING PLAN
G-102
V-404 EXISTING CONDITIONS
CG101 CIVIL KEYED MAP
CD409 DEMOLITION PLAN - MAINTENANCE YARD (BID OPTION 3)
C-410 SITE PLAN - MAINTENANCE YARD (BID OPTION 3)
C-411 GRADING & DRAINAGE PLAN - MAINTENANCE YARD (BID OPTION 3)
TREE PROTECTION, EROSION & SEDIMENTATION CONTROL NOTES & DETAILS
CG102 PHASING PLAN
BID OPTION 2
SHEET
NO.
DRAWING
NO. SHEET TITLE
1 G-001 COVERSHEET
V-101
7 V-402
SURVEY KEYED MAP
V-403
EXISTING CONDITIONS
EXISTING CONDITIONS
EXISTING CONDITIONSV-401
CG902
CG901 BORING LOCATIONS & LOGS
BORING LOCATIONS & LOGS12
C-409
CD408
C-503
DEMOLITION PLAN - CEMETERY ROADS (BID OPTION 2)
DETAILS - SITE
C-502 DETAILS - SITE
C-501 DETAILS - SITE
C-703 VERTICAL PROFILE - AMERICAN WAR MOTHERS AVE & KILBOURN CIRCLE
C-704 VERTICAL PROFILE - AFTON CIRCLE39
G-101 CONSTRUCTION ACCESS, FENCING & STAGING PLAN
G-102
V-404 EXISTING CONDITIONS
CG101 CIVIL KEYED MAP
SITE & GRADING PLAN - CEMETERY ROADS (BID OPTION 2)
TREE PROTECTION, EROSION & SEDIMENTATION CONTROL NOTES & DETAILS
CG102 PHASING PLAN
ALL BID OPTIONS TO BE AWARDED AS A
PART OF THIS CONTRACT ARE TO BE
AWARDED CONCURRENTLY WITH THE
BASE BID.
BID OPTION NOTES
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 V-401
SEE SHEET V-402
SEE SHEET V-403
SEE SHEET V-404
AFTON CIRCLE
N WASHINGTON DR
HINES BLVD
FL
O
W
ER
D R
PO
W
ER
P
LA
N
T D
R
H
AN
K AAR
O
N
STATE TR
IAL KILBOURNE CIR
JUNEAU AVE
AM
ER
IC
AN
W
AR
M O
TH
ER
S AVE
W
ALKER
R D
S G
ENERAL M
ITCHELL
BLV
D
GENERAL MITCHELL BLVD
STADIUM LN
MEMORIAL DR
W WOLCOTT AVE
W
ISC
O N
SIN
VER
TER
AN
M
EM
H W
Y
ZABLO
CKI D
R
ZABLOCKI DR
JUNEAU AVE
S W
ASHING
TO
N DR
SURVEY KEYED MAP
V-101
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
0 40 80
1 INCH = 40 FEET
ENLARGED - SURVEY
V-401
FIELD DATE
January 3, 2025
HORIZONTAL DATUM
Wisconsin State Plane Coordinate System, South Zone (NAD27).
REFERENCE POINTS
#721153 Center 1/4 corner Section 35-7-21 N:379814.480 E:2540786.170 #721166 South 1/4 corner Section 35-7-21 N:377143.093 E:2540866.528
VERTICAL DATUM
NAVD29
STARTING BENCHMARK
#721153 Center 1/4 corner Section 35-7-21 elevation 634.50
SITE BENCHMARKS
#5311 Chiseled box top of wall elevation 670.79 #5473 SW corner of sign elevation 696.99 #5875 NE corner monument elevation 708.74 #6096 NW corner monument elevation 696.90 #7365 SE corner monument elevation 697.70 #8012 E corner concrete pad elevation 683.28 #8013 NW corner concrete pad elevation 681.40 #16584 light pole base elevation 659.71 #16585 SE corner concrete pad elevation 663.12 #16978 NW corner transformer pad elevation 633.18
Disclaimer:
The above vertical and horizontal reference points were measured on the field date listed hereon for the purpose of locating visible improvements and elevations illustrated on the design survey. The reference points are not intended for construction purposes nor is the perpetuation and/or protection of the reference points ensured. All reference points must be field verified prior to use in construction and/or layout staking.
S:\5169630\Dwg\169630 TM10.dwg \ SHEET 1
MICHAEL J, RATZBURG
WISCONSIN PROFESSIONAL LAND SURVEYOR S-2236
I CERTIFY, that that all information indicated on this drawing was obtained or verified by actual measurements in the field, and that every effort has been made to furnish completed accurate information.
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
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
AutoCAD SHX Text
RIM 656.82 12' NW 644.57 12' SE 650.09 SW UNOBTAINABLE
AutoCAD SHX Text
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
AutoCAD SHX Text
RIM 660.08 12'SW 652.92
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RIM 662.81 12' W 653.36
AutoCAD SHX Text
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
AutoCAD SHX Text
ASPHALT
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ASPHALT
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ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE WALK
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CONCRETE WALK
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
AFTON CIRCLE
AutoCAD SHX Text
AFTON CIRCLE
AutoCAD SHX Text
SIGN
CONCRETE
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
ENLARGED - SURVEY
V-402
0 40 80
1 INCH = 40 FEET
MICHAEL J, RATZBURG
WISCONSIN PROFESSIONAL LAND SURVEYOR S-2236
I CERTIFY, that that all information indicated on this drawing was obtained or verified by actual measurements in the field, and that every effort has been made to furnish completed accurate information.
FIELD DATE
January 3, 2025
HORIZONTAL DATUM
Wisconsin State Plane Coordinate System, South Zone (NAD27).
REFERENCE POINTS
#721153 Center 1/4 corner Section 35-7-21 N:379814.480 E:2540786.170 #721166 South 1/4 corner Section 35-7-21 N:377143.093 E:2540866.528
VERTICAL DATUM
NAVD29
STARTING BENCHMARK
#721153 Center 1/4 corner Section 35-7-21 elevation 634.50
SITE BENCHMARKS
#5311 Chiseled box top of wall elevation 670.79 #5473 SW corner of sign elevation 696.99 #5875 NE corner monument elevation 708.74 #6096 NW corner monument elevation 696.90 #7365 SE corner monument elevation 697.70 #8012 E corner concrete pad elevation 683.28 #8013 NW corner concrete pad elevation 681.40 #16584 light pole base elevation 659.71 #16585 SE corner concrete pad elevation 663.12 #16978 NW corner transformer pad elevation 633.18
Disclaimer:
The above vertical and horizontal reference points were measured on the field date listed hereon for the purpose of locating visible improvements and elevations illustrated on the design survey. The reference points are not intended for construction purposes nor is the perpetuation and/or protection of the reference points ensured. All reference points must be field verified prior to use in construction and/or layout staking.
S:\5169630\Dwg\169630 TM10.dwg \ SHEET 1
AutoCAD SHX Text
METAL COVER
AutoCAD SHX Text
METAL COVER
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
FILL STORAGE AREA
AutoCAD SHX Text
FILL STORAGE AREA
AutoCAD SHX Text
BELL TOWER
AutoCAD SHX Text
LANDSCAPING
AutoCAD SHX Text
LANDSCAPING
AutoCAD SHX Text
LANDSCAPING
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
LANDSCAPING
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
CONCRETE WALK
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
LANDSCAPING
AutoCAD SHX Text
LANDSCAPING
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
FILL PILE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
METAL FENCE
AutoCAD SHX Text
METAL FENCE
AutoCAD SHX Text
BURIED
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
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
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
ENLARGED - SURVEY
V-403
0 40 80
1 INCH = 40 FEET
FIELD DATE
January 3, 2025
HORIZONTAL DATUM
Wisconsin State Plane Coordinate System, South Zone (NAD27).
REFERENCE POINTS
#721153 Center 1/4 corner Section 35-7-21 N:379814.480 E:2540786.170 #721166 South 1/4 corner Section 35-7-21 N:377143.093 E:2540866.528
VERTICAL DATUM
NAVD29
STARTING BENCHMARK
#721153 Center 1/4 corner Section 35-7-21 elevation 634.50
SITE BENCHMARKS
#5311 Chiseled box top of wall elevation 670.79 #5473 SW corner of sign elevation 696.99 #5875 NE corner monument elevation 708.74 #6096 NW corner monument elevation 696.90 #7365 SE corner monument elevation 697.70 #8012 E corner concrete pad elevation 683.28 #8013 NW corner concrete pad elevation 681.40 #16584 light pole base elevation 659.71 #16585 SE corner concrete pad elevation 663.12 #16978 NW corner transformer pad elevation 633.18
Disclaimer:
The above vertical and horizontal reference points were measured on the field date listed hereon for the purpose of locating visible improvements and elevations illustrated on the design survey. The reference points are not intended for construction purposes nor is the perpetuation and/or protection of the reference points ensured. All reference points must be field verified prior to use in construction and/or layout staking.
S:\5169630\Dwg\169630 TM10.dwg \ SHEET 1
MICHAEL J, RATZBURG
WISCONSIN PROFESSIONAL LAND SURVEYOR S-2236
I CERTIFY, that that all information indicated on this drawing was obtained or verified by actual measurements in the field, and that every effort has been made to furnish completed accurate information.
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
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
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
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
MONUMENT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
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
AutoCAD SHX Text
WOOD DECK
AutoCAD SHX Text
MONUMENT
AutoCAD SHX Text
MONUMENT
AutoCAD SHX Text
MONUMENT
AutoCAD SHX Text
MONUMENT
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MONUMENT
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CONCRETE
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ASPHALT
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ASPHALT
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ASPHALT
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CONCRETE
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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
AutoCAD SHX Text
GRAVE LINE
AutoCAD SHX Text
GRAVE LINE
AutoCAD SHX Text
CONCRETE
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CONCRETE
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TRANSFORMER
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE WITH VALVE
AutoCAD SHX Text
KILBOURN CIRCLE
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KILBOURN CIRCLE
AutoCAD SHX Text
JUNEAU AVENUE
AutoCAD SHX Text
JUNEAU AVENUE
AutoCAD SHX Text
JUNEAU AVENUE
AutoCAD SHX Text
AMERICAN WAR MOTHERS AVENUE
AutoCAD SHX Text
RIM 686.11 6" NW. 683.71 6" SW. 683.71 4" E. 684.01 SUMP 683.41
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
ENLARGED - SURVEY
V-404
0 40 80
1 INCH = 40 FEET
MICHAEL J, RATZBURG
WISCONSIN PROFESSIONAL LAND SURVEYOR S-2236
I CERTIFY, that that all information indicated on this drawing was obtained or verified by actual measurements in the field, and that every effort has been made to furnish completed accurate information.
FIELD DATE
January 3, 2025
HORIZONTAL DATUM
Wisconsin State Plane Coordinate System, South Zone (NAD27).
REFERENCE POINTS
#721153 Center 1/4 corner Section 35-7-21 N:379814.480 E:2540786.170 #721166 South 1/4 corner Section 35-7-21 N:377143.093 E:2540866.528
VERTICAL DATUM
NAVD29
STARTING BENCHMARK
#721153 Center 1/4 corner Section 35-7-21 elevation 634.50
SITE BENCHMARKS
#5311 Chiseled box top of wall elevation 670.79 #5473 SW corner of sign elevation 696.99 #5875 NE corner monument elevation 708.74 #6096 NW corner monument elevation 696.90 #7365 SE corner monument elevation 697.70 #8012 E corner concrete pad elevation 683.28 #8013 NW corner concrete pad elevation 681.40 #16584 light pole base elevation 659.71 #16585 SE corner concrete pad elevation 663.12 #16978 NW corner transformer pad elevation 633.18
Disclaimer:
The above vertical and horizontal reference points were measured on the field date listed hereon for the purpose of locating visible improvements and elevations illustrated on the design survey. The reference points are not intended for construction purposes nor is the perpetuation and/or protection of the reference points ensured. All reference points must be field verified prior to use in construction and/or layout staking.
S:\5169630\Dwg\169630 TM10.dwg \ SHEET 1
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
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
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
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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WOOD DECK
AutoCAD SHX Text
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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MONUMENT
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GRAVE LINE
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GRAVE LINE
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GRAVE LINE
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ASPHALT
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ASPHALT
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CONCRETE
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ASPHALT
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BUILDING
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ASPHALT
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SIGN
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CONCRETE
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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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CONCRETE
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CONCRETE WITH VALVE
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SIGN
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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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CONCRETE
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SIGN
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CHAIN LINK FENCE
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MONUMENT
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JUNEAU AVENUE
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AMERICAN WAR MOTHERS AVENUE
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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
AFTON CIRCLE
N WASHINGTON DR
HINES BLVD
FL
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LA
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STATE TR
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S AVE
W
ALKER
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ENERAL M
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BLV
D
GENERAL MITCHELL BLVD
STADIUM LN
MEMORIAL DR
W WOLCOTT AVE
W
ISC
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SIN
VER
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AN
M
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H W
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ZABLO
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ZABLOCKI DR
JUNEAU AVE
S W
ASHING
TO
N DR
CIVIL KEYED MAP
CG101
SEE SHEET CD408, C-408 & C-409
SEE SHEET CD409, C-410 & C-411
SEE SHEET CD401 & C-401
SEE SHEET CD402 & C-402
SEE SHEET CD403 & C-403
SEE SHEET CD404 & C-404
SEE SHEET CD407 & C-407
SEE SHEET CD405 & C-405
SEE SHEET CD406 & C-406
SEE SHEET CD408, C-408 & C-409
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
CG901
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