S02 03 from 833CM3030_CNNC FCA Corrections_CONS_BD DRAWINGS_VOL 1_05212026 1.pdf
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- 36C78626R0058
About this file
This document is a Bid Set package for the Camp Nelson National Cemetery Existing Condition Survey and Roadway Analysis project, prepared for the National Cemetery Administration. The project number is 833CM3030, with a bid set date of January 7, 2026.
The package contains comprehensive survey and design documentation including existing condition roadway analysis sheets (VF-201 through VF-204) prepared by SurvTech Solutions, Inc. using mobile LiDAR mapping and land surveying techniques. Field work was completed March 9, 2023, utilizing North American Datum 1983 (Kentucky North Zone, 2011 Adjustment) for horizontal control and North American Vertical Datum 1988 for vertical control. Subsurface utility engineering notes identify limitations in locating certain underground utilities and recommend test holes for verification. The survey explicitly states it is not a boundary survey and does not certify pavement condition interpretation. Supporting design documentation includes erosion and sediment control plans (CE-101, CE-102, CE-201) with sediment filter logs, inlet protection details, and temporary sediment check dams. Site demolition plans (CD-101, CD-102) detail full-depth pavement removal, curb removal, selective demolition of pavement, and utilities management including septic system components, drain inlets, and various infrastructure elements. Grading plans (CG-101) address wet pond conversion criteria and modifications to existing stormwater management structures. The project involves multiple work areas including the main cemetery road, maintenance access road, detention pond, and spoils area, with detailed keynotes and specifications for each demolition and construction phase.
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Survtech Solutions, Inc.
0 25 50 100 150
CAMP NELSON
EXISTING CONDITION SURVEY
ROADWAY ANALYSIS
VF-201
Land Surveying Permit Professional Land Surveyor Spot Elevation Spot Elevation on Hard Surface
Edge of Pavement Elevation Back of Curb Elevation
Grave Stone
Storm Manhole Catch Basin
Water Meter Cleanout Square Post
Irrigation Control Valve Corrugated Plastic Pipe Electric Transformer Pine Unknown Tree Fence Underground Water Line Underground Electric Line Underground Drainage Pipe Line Continues End of Information
SURVEYOR'S NOTES
1. Paper copies of this survey are not valid without the original signature and seal of a Kentucky Professional Land Surveyor.
Digital copies are not valid without the digital signature of a Kentucky Professional Land Surveyor.
2. The horizontal datum utilized for this project is North American Datum (NAD) 1983 Kentucky North Zone, 2011 Adjustment, U.S.
Survey Feet. Said datum was established by performing a rapid static GPS session and utilizing National Geodetic Survey's (NGS) Online Positioning User Service (OPUS).
3. The vertical datum utilized for this project is North American Vertical Datum (NAVD) 1988, U.S. Survey Feet. Said datum was established by performing a rapid static GPS session and utilizing National Geodetic Survey's (NGS) Online Positioning User Service
(OPUS).
4. The field work performed in support of this survey was completed by SurvTech, on March 9, 2023.
5. The surveyor only certifies the mobile LiDAR mapping and supporting land surveying, not the interpretation of pavement conditions.
6. Subsurface utilities depicted hereon were obtained using a Sensors and Software 250MHz LMX GPR and a Vivax Metrotech vLocPro utility locator and classified by observing above ground indicators in the field.
7. THIS IS NOT A BOUNDARY SURVEY.
SUBSURFACE UTILITY ENGINEERING NOTES
A. ARV for water main.
B. Unable to locate underground electric line continuation.
C. Unable to locate water main with EM or GPR methods.
D. GPR was limited to 1.5' depth due to ground conditions.
E. Test holes are recommended to verify the locations of underground utilities.
G. Unable to locate underground power coming off generator with
EM or GPR methods.
H. Unable to trace water valves and spigots to main with EM or
GPS.
V F -2
V F -2
VF-202
VF-203
LEGEND
N C A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
NWG
NOT TO SCALE
KEY
Bid Set DateDateDate
JANUARY 7, 2026
AutoCAD SHX Text
TBM #1
AutoCAD SHX Text
TBM #2
AutoCAD SHX Text http://www.survtechsolutions.com
AutoCAD SHX Text Land Surveying Permit No. 712
AutoCAD SHX Text fax: (813)-621-7194
AutoCAD SHX Text Tampa, FL 33610
AutoCAD SHX Text 10220 U.S. Highway 92 East
AutoCAD SHX Text phone: (813)-621-4929
AutoCAD SHX Text email: dobrien@survtechsolutions.com
AutoCAD SHX Text David J. O'Brien Jr. PLS No. 3910
AutoCAD SHX Text SurvTech Solutions, Inc. LSP No. 712
AutoCAD SHX Text
LSP
AutoCAD SHX Text
PLS
AutoCAD SHX Text X.X
AutoCAD SHX Text
X.XX
AutoCAD SHX Text Address: 6980 Danville Road City: Nicholasville County: Jessamine State: Kentucky
AutoCAD SHX Text Scale: 1" = 50'
AutoCAD SHX Text
XX.XX
AutoCAD SHX Text
XX.XX
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text C
AutoCAD SHX Text
CPP
AutoCAD SHX Text X
AutoCAD SHX Text D
AutoCAD SHX Text X
AutoCAD SHX Text
UW
AutoCAD SHX Text
UW
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text TBM #1 Set Capped Iron Rod labeled "SurvTech Trav. Pt" locate 52 feet Southeast of concrete pad with transformer and 35 feet Northeast of North building corner. Elevation = 874.83' TBM #2 Set nail & disk labeled "SurvTech Trav. Pt" located 8 feet east of inlet D-15 and 3' North of D-curb. Elevation = 899.99'
AutoCAD SHX Text Benchmark Information: NGVD 1929
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
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AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text F
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AutoCAD SHX Text M
AutoCAD SHX Text E
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AutoCAD SHX Text I
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AutoCAD SHX Text A
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AutoCAD SHX Text F
AutoCAD SHX Text V
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AutoCAD SHX Text A
AutoCAD SHX Text N
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AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
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AutoCAD SHX Text
PRIME CONSULTANT
AutoCAD SHX Text
CONSULTANTS
0 10 20 40 60SEE SHEET VF-203
A. ARV for water main.
B. Unable to locate underground electric line continuation.
C. Unable to locate water main with EM or GPR methods.
D. GPR was limited to 1.5' depth due to ground conditions.
E. Test holes are recommended to verify the locations of underground utilities.
G. Unable to locate underground power coming off generator with
EM or GPR methods.
H. Unable to trace water valves and spigots to main with EM or
GPS.
Storm Structure Table:
Survtech Solutions, Inc.
CAMP NELSON
EXISTING CONDITION SURVEY
ROADWAY ANALYSIS
SURVEYOR'S NOTES
1. Paper copies of this survey are not valid without the original signature and seal of a Kentucky Professional Land Surveyor.
Digital copies are not valid without the digital signature of a Kentucky Professional Land Surveyor.
2. The horizontal datum utilized for this project is North American Datum (NAD) 1983 Kentucky North Zone, 2011 Adjustment, U.S.
Survey Feet. Said datum was established by performing a rapid static GPS session and utilizing National Geodetic Survey's (NGS) Online Positioning User Service (OPUS).
3. The vertical datum utilized for this project is North American Vertical Datum (NAVD) 1988, U.S. Survey Feet. Said datum was established by performing a rapid static GPS session and utilizing National Geodetic Survey's (NGS) Online Positioning User Service
(OPUS).
4. The field work performed in support of this survey was completed by SurvTech, on March 9, 2023.
5. The surveyor only certifies the mobile LiDAR mapping and supporting land surveying, not the interpretation of pavement conditions.
6. Subsurface utilities depicted hereon were obtained using a Sensors and Software 250MHz LMX GPR and a Vivax Metrotech vLocPro utility locator and classified by observing above ground indicators in the field.
7. THIS IS NOT A BOUNDARY SURVEY.
SUBSURFACE UTILITY ENGINEERING NOTES
LEGEND
N C A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
NWG
NOT TO SCALE
KEY
VF-202
Land Surveying Permit Professional Land Surveyor Spot Elevation Spot Elevation on Hard Surface
Edge of Pavement Elevation Back of Curb Elevation
Grave Stone
Storm Manhole Catch Basin
Water Meter Cleanout Square Post
Irrigation Control Valve Corrugated Plastic Pipe Electric Transformer Pine Unknown Tree Fence Underground Water Line Underground Electric Line Underground Drainage Pipe Line Continues End of Information
Bid Set DateDateDate
JANUARY 7, 2026
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text Storm Inlet (D-2)
AutoCAD SHX Text Storm Inlet (D-1)
AutoCAD SHX Text Grate Inlet (D-6)
AutoCAD SHX Text Drain Inlet (D-3)
AutoCAD SHX Text Drain Inlet (D-4)
AutoCAD SHX Text Grate Inlet (D-7)
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text
24" CPP
AutoCAD SHX Text
24" CPP
AutoCAD SHX Text
24" CPP
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text Grate Inlet (D-9)
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text Grate Inlet (D-8)
AutoCAD SHX Text Grate Inlet (D-10)
AutoCAD SHX Text Concrete
AutoCAD SHX Text G R A S S
AutoCAD SHX Text Concrete A Curb
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text Concrete A Curb
AutoCAD SHX Text Concrete A Curb
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text Concrete A Curb
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text Concrete Decorative Memorial
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text Concrete A Curb
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text Concrete A Curb
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text Concrete A Curb
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text G R A S S
AutoCAD SHX Text G R A S S
AutoCAD SHX Text G R A S S
AutoCAD SHX Text Road A (Asphalt Pavement)
AutoCAD SHX Text Road B (Asphalt Pavement)
AutoCAD SHX Text SUE Note "H"
AutoCAD SHX Text SUE Note "H"
AutoCAD SHX Text Scale: 1" = 20'
AutoCAD SHX Text TBM #1 Set Capped Iron Rod labeled "SurvTech Trav. Pt" locate 52 feet Southeast of concrete pad with transformer and 35 feet Northeast of North building corner. Elevation = 874.83' TBM #2 Set nail & disk labeled "SurvTech Trav. Pt" located 8 feet east of inlet D-15 and 3' North of D-curb. Elevation = 899.99'
AutoCAD SHX Text Benchmark Information: NGVD 1929
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text E
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AutoCAD SHX Text C
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AutoCAD SHX Text N
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AutoCAD SHX Text V
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AutoCAD SHX Text E
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AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text
PRIME CONSULTANT
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text http://www.survtechsolutions.com
AutoCAD SHX Text Land Surveying Permit No. 712
AutoCAD SHX Text fax: (813)-621-7194
AutoCAD SHX Text Tampa, FL 33610
AutoCAD SHX Text 10220 U.S. Highway 92 East
AutoCAD SHX Text phone: (813)-621-4929
AutoCAD SHX Text email: dobrien@survtechsolutions.com
AutoCAD SHX Text
LSP
AutoCAD SHX Text
PLS
AutoCAD SHX Text X.X
AutoCAD SHX Text
X.XX
AutoCAD SHX Text
XX.XX
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text C
AutoCAD SHX Text
CPP
AutoCAD SHX Text X
AutoCAD SHX Text D
AutoCAD SHX Text X
AutoCAD SHX Text
UW
AutoCAD SHX Text
UW
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text D
AutoCAD SHX Text D
XX.XX
0 10 20 40 60
S E E S
H E E T V
F -2
S E E S
H E E T V
F -2
Storm Structure Table:
Survtech Solutions, Inc.
CAMP NELSON
EXISTING CONDITION SURVEY
ROADWAY ANALYSIS
SURVEYOR'S NOTES
1. Paper copies of this survey are not valid without the original signature and seal of a Kentucky Professional Land Surveyor.
Digital copies are not valid without the digital signature of a Kentucky Professional Land Surveyor.
2. The horizontal datum utilized for this project is North American Datum (NAD) 1983 Kentucky North Zone, 2011 Adjustment, U.S.
Survey Feet. Said datum was established by performing a rapid static GPS session and utilizing National Geodetic Survey's (NGS) Online Positioning User Service (OPUS).
3. The vertical datum utilized for this project is North American Vertical Datum (NAVD) 1988, U.S. Survey Feet. Said datum was established by performing a rapid static GPS session and utilizing National Geodetic Survey's (NGS) Online Positioning User Service
(OPUS).
4. The field work performed in support of this survey was completed by SurvTech, on March 9, 2023.
5. The surveyor only certifies the mobile LiDAR mapping and supporting land surveying, not the interpretation of pavement conditions.
6. Subsurface utilities depicted hereon were obtained using a Sensors and Software 250MHz LMX GPR and a Vivax Metrotech vLocPro utility locator and classified by observing above ground indicators in the field.
7. THIS IS NOT A BOUNDARY SURVEY.
SUBSURFACE UTILITY ENGINEERING NOTES
A. ARV for water main.
B. Unable to locate underground electric line continuation.
C. Unable to locate water main with EM or GPR methods.
D. GPR was limited to 1.5' depth due to ground conditions.
E. Test holes are recommended to verify the locations of underground utilities.
G. Unable to locate underground power coming off generator with
EM or GPR methods.
H. Unable to trace water valves and spigots to main with EM or
GPS.
LEGEND
N C A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
NWG
NOT TO SCALE
KEY
VF-203
Land Surveying Permit Professional Land Surveyor Spot Elevation Spot Elevation on Hard Surface
Edge of Pavement Elevation Back of Curb Elevation
Grave Stone
Storm Manhole Catch Basin
Water Meter Cleanout Square Post
Irrigation Control Valve Corrugated Plastic Pipe Electric Transformer Pine Unknown Tree Fence Underground Water Line Underground Electric Line Underground Drainage Pipe Line Continues End of Information
Bid Set DateDateDate
JANUARY 7, 2026
AutoCAD SHX Text Drain Inlet (D-4)
AutoCAD SHX Text Grate Inlet (D-7)
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text
8" CPP
AutoCAD SHX Text
AutoCAD SHX Text Drain Inlet (D-12)
AutoCAD SHX Text Drain Inlet (D-5)
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text Drain Inlet (D-13)
AutoCAD SHX Text Drain Inlet (D-14)
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text Drain Inlet (D-15)
AutoCAD SHX Text
24" CPP
AutoCAD SHX Text
24" CPP
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text Concrete A Curb
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text Concrete A Curb
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text Concrete A Curb
AutoCAD SHX Text Crushed Rocks
AutoCAD SHX Text Crushed Rocks
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text Concrete A Curb
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text 4' Iron Bar Fence
AutoCAD SHX Text Top of Bank
AutoCAD SHX Text G R A S S
AutoCAD SHX Text G R A S S
AutoCAD SHX Text Road A (Asphalt Pavement)
AutoCAD SHX Text W
AutoCAD SHX Text SUE Note "A"
AutoCAD SHX Text SUE Note "H"
AutoCAD SHX Text SUE Note "H"
AutoCAD SHX Text SUE Note "H"
AutoCAD SHX Text
TBM #2
AutoCAD SHX Text Scale: 1" = 20'
AutoCAD SHX Text TBM #1 Set Capped Iron Rod labeled "SurvTech Trav. Pt" locate 52 feet Southeast of concrete pad with transformer and 35 feet Northeast of North building corner. Elevation = 874.83' TBM #2 Set nail & disk labeled "SurvTech Trav. Pt" located 8 feet east of inlet D-15 and 3' North of D-curb. Elevation = 899.99'
AutoCAD SHX Text Benchmark Information: NGVD 1929
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text E
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AutoCAD SHX Text C
AutoCAD SHX Text A
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AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
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AutoCAD SHX Text V
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text
PRIME CONSULTANT
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text http://www.survtechsolutions.com
AutoCAD SHX Text Land Surveying Permit No. 712
AutoCAD SHX Text fax: (813)-621-7194
AutoCAD SHX Text Tampa, FL 33610
AutoCAD SHX Text 10220 U.S. Highway 92 East
AutoCAD SHX Text phone: (813)-621-4929
AutoCAD SHX Text email: dobrien@survtechsolutions.com
AutoCAD SHX Text
LSP
AutoCAD SHX Text
PLS
AutoCAD SHX Text X.X
AutoCAD SHX Text
X.XX
AutoCAD SHX Text
XX.XX
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text C
AutoCAD SHX Text
CPP
AutoCAD SHX Text X
AutoCAD SHX Text D
AutoCAD SHX Text X
AutoCAD SHX Text
UW
AutoCAD SHX Text
UW
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text D
AutoCAD SHX Text D
0 10 20 40 60
S E E S
H E E T V
F -2
Storm Structure Table:
Survtech Solutions, Inc.
CAMP NELSON
EXISTING CONDITION SURVEY
ROADWAY ANALYSIS
SURVEYOR'S NOTES
1. Paper copies of this survey are not valid without the original signature and seal of a Kentucky Professional Land Surveyor.
Digital copies are not valid without the digital signature of a Kentucky Professional Land Surveyor.
2. The horizontal datum utilized for this project is North American Datum (NAD) 1983 Kentucky North Zone, 2011 Adjustment, U.S.
Survey Feet. Said datum was established by performing a rapid static GPS session and utilizing National Geodetic Survey's (NGS) Online Positioning User Service (OPUS).
3. The vertical datum utilized for this project is North American Vertical Datum (NAVD) 1988, U.S. Survey Feet. Said datum was established by performing a rapid static GPS session and utilizing National Geodetic Survey's (NGS) Online Positioning User Service
(OPUS).
4. The field work performed in support of this survey was completed by SurvTech, on March 9, 2023.
5. The surveyor only certifies the mobile LiDAR mapping and supporting land surveying, not the interpretation of pavement conditions.
6. Subsurface utilities depicted hereon were obtained using a Sensors and Software 250MHz LMX GPR and a Vivax Metrotech vLocPro utility locator and classified by observing above ground indicators in the field.
7. THIS IS NOT A BOUNDARY SURVEY.
SUBSURFACE UTILITY ENGINEERING NOTES
A. ARV for water main.
B. Unable to locate underground electric line continuation.
C. Unable to locate water main with EM or GPR methods.
D. GPR was limited to 1.5' depth due to ground conditions.
E. Test holes are recommended to verify the locations of underground utilities.
G. Unable to locate underground power coming off generator with
EM or GPR methods.
H. Unable to trace water valves and spigots to main with EM or
GPS.
LEGEND
N C A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
NWG
NOT TO SCALE
KEY
VF-204
Land Surveying Permit Professional Land Surveyor Spot Elevation Spot Elevation on Hard Surface
Edge of Pavement Elevation Back of Curb Elevation
Grave Stone
Storm Manhole Catch Basin
Water Meter Cleanout Square Post
Irrigation Control Valve Corrugated Plastic Pipe Electric Transformer Pine Unknown Tree Fence Underground Water Line Underground Electric Line Underground Drainage Pipe Line Continues End of Information
Bid Set DateDateDate
JANUARY 7, 2026
AutoCAD SHX Text 14"
AutoCAD SHX Text 18"
AutoCAD SHX Text 18"
AutoCAD SHX Text 14"
AutoCAD SHX Text 18"
AutoCAD SHX Text 18"
AutoCAD SHX Text 18"
AutoCAD SHX Text 20"
AutoCAD SHX Text 24"
AutoCAD SHX Text 26"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 7"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 18"
AutoCAD SHX Text 10"
AutoCAD SHX Text 12"
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text Drain Inlet (D-13)
AutoCAD SHX Text Drain Inlet (D-14)
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text Drain Inlet (D-15)
AutoCAD SHX Text Drain Inlet (D-16)
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text Drain Inlet (D-18)
AutoCAD SHX Text Drain Inlet (D-17)
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
AutoCAD SHX Text 1 Story Brick Wood Frame Building Foot Print = 2348 SqFt FFE = 876.13' Building Height = 23.86'
AutoCAD SHX Text Metal Silo
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text Concrete A Curb
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text 4' Iron Bar Fence
AutoCAD SHX Text 6' Chain Link Fecne
AutoCAD SHX Text Concrete A Curb
AutoCAD SHX Text Concrete A Curb
AutoCAD SHX Text Concrete D Curb
AutoCAD SHX Text Concrete A Curb
AutoCAD SHX Text Concrete A Curb
AutoCAD SHX Text Edge of Pavement
AutoCAD SHX Text Edge of Pavement
AutoCAD SHX Text Edge of Pavement
AutoCAD SHX Text 6' Chain Link Fecne
AutoCAD SHX Text Covered Car Port
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Top of Bank
AutoCAD SHX Text Top of Bank
AutoCAD SHX Text Toe of Slope
AutoCAD SHX Text Top of Bank
AutoCAD SHX Text Rip Rap
AutoCAD SHX Text G R A S S
AutoCAD SHX Text G R A S S
AutoCAD SHX Text G R A S S
AutoCAD SHX Text G R A S S
AutoCAD SHX Text Road A (Asphalt Pavement)
AutoCAD SHX Text SUE Note "B"
AutoCAD SHX Text SUE Note "H"
AutoCAD SHX Text SUE Note "G"
AutoCAD SHX Text Water Pump
AutoCAD SHX Text 12"
AutoCAD SHX Text
TBM #1
AutoCAD SHX Text
TBM #2
AutoCAD SHX Text Scale: 1" = 20'
AutoCAD SHX Text TBM #1 Set Capped Iron Rod labeled "SurvTech Trav. Pt" locate 52 feet Southeast of concrete pad with transformer and 35 feet Northeast of North building corner. Elevation = 874.83' TBM #2 Set nail & disk labeled "SurvTech Trav. Pt" located 8 feet east of inlet D-15 and 3' North of D-curb. Elevation = 899.99'
AutoCAD SHX Text Benchmark Information: NGVD 1929
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AutoCAD SHX Text
PRIME CONSULTANT
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text http://www.survtechsolutions.com
AutoCAD SHX Text Land Surveying Permit No. 712
AutoCAD SHX Text fax: (813)-621-7194
AutoCAD SHX Text Tampa, FL 33610
AutoCAD SHX Text 10220 U.S. Highway 92 East
AutoCAD SHX Text phone: (813)-621-4929
AutoCAD SHX Text email: dobrien@survtechsolutions.com
AutoCAD SHX Text
LSP
AutoCAD SHX Text
PLS
AutoCAD SHX Text X.X
AutoCAD SHX Text
X.XX
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XX.XX
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CO
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CPP
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UW
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UW
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UE
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UE
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F
Ex. Curb
Ex. Curb
Ex. 8" Headwall
Ex. Gravel Drive
Ex. Gravel Drive
Ex. 8' Chainlink Fence
Ex. 8' ChainlinkFence
8" Wall8" Wall
Ex.
Ed ge of Gra vel
Gr av el
Gravel Gr av el
Ex. 4"x4" WoodPost (Typ.)
Ex. 4"x4" WoodPost (Typ.)
Ex. 4"x4" WoodPost (Typ.)
Ex. 6' Chain Link
Ex. 6' Chain Link
For Alignment Purposes Only (Typ.)
For A lignm ent P urposes O nly (Typ.)
941.88
940.32
940.16
Surveyor's Notes
SUE Notes
F
Ex. Curb
Ex. Curb
Ex. 8" Headwall
Ex. Gravel Drive
Ex. Gravel Drive
Ex. 8' Chainlink Fence
Ex. 8' ChainlinkFence
8" Wall8" Wall
Ex.
Ed ge of Gra vel
Gr av el
Gravel Gr av el
Ex. 4"x4" WoodPost (Typ.)
Ex. 4"x4" WoodPost (Typ.)
Ex. 4"x4" WoodPost (Typ.)
Ex. 6' Chain Link
Ex. 6' Chain Link
For Alignment Purposes Only (Typ.)
For A lignm ent P urposes O nly (Typ.)
941.88
940.32
940.16
LEGEND
N C A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
ACM LMR
JANUARY 7, 2026
Bid Set
NOT TO SCALE
KEY
128 NORTHPARK BLVD.,
COVINGTON, LA 70433
ALAL
Engineering
PRINCIPPRINCIP
EROSION & SEDIMENT
CONTROL PLAN
CE-101
SEDIMENT FILTER LOG 1
CE-201
CE-102
CE-102
CE-102
CE-102
CE-102
0 20 40 80 120
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 8"
AutoCAD SHX Text 1 Story Brick Wood Frame Building Foot Print = 2348 SqFt FFE = 876.13' Building Height = 23.86'
AutoCAD SHX Text Covered Car Port
AutoCAD SHX Text 942.34
AutoCAD SHX Text 941.97
AutoCAD SHX Text 942.12
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WV
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AutoCAD SHX Text Existing Section V
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AutoCAD SHX Text Existing Section J
AutoCAD SHX Text B-1
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AutoCAD SHX Text
AutoCAD SHX Text 942.12
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AutoCAD SHX Text 941.97
AutoCAD SHX Text
AutoCAD SHX Text 938.05
AutoCAD SHX Text Hog Wire Fence
AutoCAD SHX Text
AutoCAD SHX Text 934.47
AutoCAD SHX Text Hog Wire Fence
AutoCAD SHX Text
AutoCAD SHX Text 934.47
AutoCAD SHX Text
GATE ON FENCE
AutoCAD SHX Text
AutoCAD SHX Text 935.96
AutoCAD SHX Text
GATE ON FENCE
AutoCAD SHX Text
AutoCAD SHX Text 942.34
AutoCAD SHX Text
AutoCAD SHX Text 942.34
AutoCAD SHX Text
AutoCAD SHX Text 941.97
AutoCAD SHX Text
AutoCAD SHX Text 942.12
AutoCAD SHX Text 1.) Paper copies of this survey are not valid without the original signature and raised seal of a Paper copies of this survey are not valid without the original signature and raised seal of a Florida Licensed Surveyor and Mapper. Digital copies are not valid without the digital signature of a Florida Licensed Surveyor and Mapper. 2.) The horizontal datum utilized for this project is NAD 1983 Kentucky North Zone, 2011 The horizontal datum utilized for this project is NAD 1983 Kentucky North Zone, 2011 Adjustment, U.S. Survey Feet. Said datum was established by utilizing the Florida Permanent Reference Network (FPRN). 3.) The vertical datum utilized for this project is NAVD 1988, U.S. Survey Feet. Elevations were The vertical datum utilized for this project is NAVD 1988, U.S. Survey Feet. Elevations were established utilizing Opus 4.) As stipulated by state law, it is the contractor's responsibility to contact Sunshine State One As stipulated by state law, it is the contractor's responsibility to contact Sunshine State One Call of Florida at 1-800-432-4770 prior to conducting excavation. 5.) Markings for subsurface utilities have varying degrees of accuracies based on many different Markings for subsurface utilities have varying degrees of accuracies based on many different variables, such as but not limited to, high water table, soil conditions, and utility size and material. Always hand dig within 2-3 feet of any utilities or markings. 6.) All reasonable and commonly accepted techniques were applied to locating subsurface utilities All reasonable and commonly accepted techniques were applied to locating subsurface utilities as stipulated in the scope of work for this project, however, there may be other subsurface utilities and/or aboveground features not depicted hereon within the project limits. 7.) Subsurface utilities depicted hereon were obtained using a Sensors and Software 250MHz LMX Subsurface utilities depicted hereon were obtained using a Sensors and Software 250MHz LMX GPR and a Vivax Metrotech vLocPro utility locator and classified by observing above ground indicators in the field. 8.) No underground foundations or footers were excavated or located for this survey. No underground foundations or footers were excavated or located for this survey. 9.) THIS IS NOT A BOUNDARY SURVEY.THIS IS NOT A BOUNDARY SURVEY.
AutoCAD SHX Text 1.) Test Holes are recommended to verify designation. Test Holes are recommended to verify designation. 2.) Due to soil conditions GPR could not see deeper than 3.00 feet. Due to soil conditions GPR could not see deeper than 3.00± feet.3.) All concrete was reinforced. 4.) Per Mike with Camp Nelson, the cleanouts shown hereon are for storm structures. Per Mike with Camp Nelson, the cleanouts shown hereon are for storm structures. 5.) Site is on a septic system. Site is on a septic system. "A" Valve found with no tracer wire, could not induce or see with GPR. Valve found with no tracer wire, could not induce or see with GPR. *Note* The crew spoke with a maintenance team member on site who informed them that there were no water calves to the water main on the property. there was no tracer wire and no valves were found going to any of the water spouts. only one water valve on could be found on site.
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AutoCAD SHX Text Existing Section J
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AutoCAD SHX Text B-8
AutoCAD SHX Text B-6
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AutoCAD SHX Text B-4
AutoCAD SHX Text
AutoCAD SHX Text 942.12
AutoCAD SHX Text
AutoCAD SHX Text 941.97
AutoCAD SHX Text
AutoCAD SHX Text 938.05
AutoCAD SHX Text Hog Wire Fence
AutoCAD SHX Text
AutoCAD SHX Text 934.47
AutoCAD SHX Text Hog Wire Fence
AutoCAD SHX Text
AutoCAD SHX Text 934.47
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GATE ON FENCE
AutoCAD SHX Text
AutoCAD SHX Text 935.96
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GATE ON FENCE
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AutoCAD SHX Text 942.34
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PRIME CONSULTANT
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text
SL
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SL
SL
CO
CO
CO
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CO
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CO
50'-0"
5'-
0"
'-0
LEGEND
N C A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
ACM LMR
JANUARY 7, 2026
Bid Set
NOT TO SCALE
KEY
128 NORTHPARK BLVD.,
COVINGTON, LA 70433
ALAL
Engineering
PRINCIPPRINCIP
EROSION & SEDIMENT
CONTROL PLAN
CE-102
KEYNOTES
SEDIMENT FILTER LOG01
02 INLET PROTECTION
SEDIMENT FILTER LOG
1 EROSION & SEDIMENT CONTROL PLAN - MAINT. AREA
SCALE: 1" = 20'-0"
2 EROSION & SEDIMENT CONTROL PLAN - DETENTION POND
SCALE: 1" = 20'-0"
CE-201
3 EROSION & SEDIMENT CONTROL PLAN - MAINTENANCE ACCESS ROAD
SCALE: 1" = 20'-0"
5 EROSION & SEDIMENT CONTROL PLAN - SPOILS AREA
SCALE: 1" = 40'-0"
4 EROSION & SEDIMENT CONTROL PLAN - CAMP NELSON CEMETERY ROAD
SCALE: 1" = 20'-0"
03 HAY BALE SEDIMENT CHECK DAM
CE-201
CE-201
CE-201
AutoCAD SHX Text
AutoCAD SHX Text 938.05
AutoCAD SHX Text Hog Wire Fence
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AutoCAD SHX Text 934.47
AutoCAD SHX Text Hog Wire Fence
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AutoCAD SHX Text 934.47
AutoCAD SHX Text
GATE ON FENCE
AutoCAD SHX Text
AutoCAD SHX Text 935.96
AutoCAD SHX Text
GATE ON FENCE
AutoCAD SHX Text
HISTORIC MAINT. BUILDING
AutoCAD SHX Text
EQUIPMENT STORAGE BUILDING
AutoCAD SHX Text
HISTORIC BRICK STABLE
AutoCAD SHX Text
MAINTENANCE STORAGE BUILDING
AutoCAD SHX Text
REST & WASH HOUSE
AutoCAD SHX Text
AutoCAD SHX Text 935.96
AutoCAD SHX Text
GATE ON FENCE
AutoCAD SHX Text
AutoCAD SHX Text 934.47
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GATE ON FENCE
AutoCAD SHX Text
AutoCAD SHX Text 934.47
AutoCAD SHX Text Hog Wire Fence
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AutoCAD SHX Text 938.05
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AutoCAD SHX Text Hog Wire Fence
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AutoCAD SHX Text 934.47
AutoCAD SHX Text
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GATE ON FENCE
AutoCAD SHX Text D
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AutoCAD SHX Text
AutoCAD SHX Text 912.268
AutoCAD SHX Text
SPKD
AutoCAD SHX Text
AutoCAD SHX Text 912.268
AutoCAD SHX Text STK5 spkd (L-GPS) K:240524 Dist
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AutoCAD SHX Text 912.909
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EP10
AutoCAD SHX Text
AutoCAD SHX Text 913.262
AutoCAD SHX Text D12
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AutoCAD SHX Text 912.559
AutoCAD SHX Text H
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AutoCAD SHX Text 908.961
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AutoCAD SHX Text 913.440
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A20 PC
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AutoCAD SHX Text 907.313
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AutoCAD SHX Text 913.226
AutoCAD SHX Text A20
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A20 PT D21
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AutoCAD SHX Text 912.617
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EP20 PT
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D21 FA
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AutoCAD SHX Text 911.672
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EP20
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AutoCAD SHX Text 912.227
AutoCAD SHX Text D22
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AutoCAD SHX Text 911.497
AutoCAD SHX Text
EP20
AutoCAD SHX Text
AutoCAD SHX Text 911.709
AutoCAD SHX Text
EP20 PC
AutoCAD SHX Text
AutoCAD SHX Text 912.028
AutoCAD SHX Text
D22 A21 PC
AutoCAD SHX Text
AutoCAD SHX Text 907.416
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AutoCAD SHX Text 907.364
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text 914.196
AutoCAD SHX Text
ICV
AutoCAD SHX Text
AutoCAD SHX Text 914.538
AutoCAD SHX Text
HEADSTONE SECTION MARKER
AutoCAD SHX Text
AutoCAD SHX Text 912.268
AutoCAD SHX Text STK5 spkd (L-GPS) K:240524 Dist
AutoCAD SHX Text
AutoCAD SHX Text 912.268
AutoCAD SHX Text STK5 spkd (L-GPS) K:240524 Dist
AutoCAD SHX Text
AutoCAD SHX Text 912.268
AutoCAD SHX Text
CK 5
AutoCAD SHX Text
AutoCAD SHX Text 912.268
AutoCAD SHX Text STK5 spkd (L-GPS) K:240524 Dist
AutoCAD SHX Text
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AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 8"
AutoCAD SHX Text Covered Car Port
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
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PRIME CONSULTANT
INLET PROTECTION - AT GRADE
NOT TO SCALE
CROSS SECTION
DRAINAGE STRUCTURE
WALL
PLAN
SEDIMENT FILTER LOGNOMINAL 2X2
WOOD POST
" M
AX
12" MIN.
3" T
O
12" MIN.
GRASS
PAVEMENT
SEDIMENT FILTER LOG
BACK OF CURB
GUTTERLINE
PLAN VIEW
INLET PROTECTION - IN PAVEMENT
NOT TO SCALE
NOMINAL 2X2 WOOD POST
SEDIMENT FILTER LOG
NOMINAL 2X2 WOOD POST
40 LB SAND BAG (TYP.)
NOTES:
1. SECURE SEDIMENT FILTER LOGS TO THE SOIL SURFACE WITH WOODEN POSTS SPACED A MAXIMUM OF 2'
APART. WHEN USED ON A PAVED SURFACE, THE LOG ENDS SHALL BE FASTENED WITH PLASTIC TIES AND
SHALL BE SANDBAGGED OR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
2. INSPECT AFTER EVERY RUNOFF EVENT AND REPAIR AS NECESSARY. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE -HALF THE MEASURE HEIGHT (STORAGE CAPACITY). SEDIMENT SHALL BE DISPOSED OF AS
UNSUITABLE MATERIALS.
3. CURLEX SEDIMENT LOG BY AMERICAN EXCELSIOR COMPANY, OR EQUAL AS APP'D BY COR.
PLAN
SEDIMENT FILTER LOGNOMINAL 2X2 WOOD POST
" M
AX
3" T
O
SEDIMENT FILTER LOG
NOT TO SCALE
CROSS SECTION
NOTES:
1. SECURE SEDIMENT FILTER LOGS TO THE SOIL SURFACE WITH WOODEN POSTS SPACED A MAXIMUM OF 2'
APART. WHEN USED ON A PAVED SURFACE, THE LOG ENDS SHALL BE FASTENED TOGETHER WITH PLASTIC TIES AND SHALL BE SANDBAGGED OR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
2. INSPECT AFTER EVERY RUNOFF EVENT AND REPAIR AS NECESSARY. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE -HALF THE MEASURE HEIGHT (STORAGE CAPACITY). SEDIMENT SHALL BE DISPOSED OF AS
UNSUITABLE MATERIALS.
3. CURLEX SEDIMENT LOG BY AMERICAN EXCELSIOR COMPANY, OR EQUAL AS APP'D BY COR.
POINT "B" POINT "A"
POINT "A"
EXISTING
GRADE
HAY BALE (TYP.) A
A
TEMPORARY SEDIMENT CHECK DAM
NOT TO SCALE
ELEVATION
HAY BALE
BINDING WIRE OR TWINE
COMPACTED SOIL TO
PREVENT PIPING
SEDIMENT LADEN
RUNOFF
FILTERED
RUNOFF
STAKES
NOTE:
TEMPORARY SEDIMENT BARRIER CONSISTING OF A ROW OF
ENTRENCHED AND ANCHORED BALES OF STRAW OR HAY, TO REDUCE
THE VELOCITY IN DITCHES. BALES SHALL BE IN ACCORDANCE WITH
PROJECT SPECIFICATIONS FOR TEMPORARY EROSION CONTROL.
SECTION A-A
N C A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
ACM LMR
JANUARY 7, 2026
Bid Set
128 NORTHPARK BLVD.,
COVINGTON, LA 70433
ALAL
Engineering
PRINCIPPRINCIP
EROSION & SEDIMENT
CONTROL DETAILS
CE-201
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
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AutoCAD SHX Text T
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PRIME CONSULTANT
Surveyor's Notes
SUE Notes
F
O L
CO
CO
CO
CO
Ex. Curb
Ex. Curb
Ex. 8" Headwall
Ex.
Conc.
PadConc. Pad
Ex. Asphalt Drive
Ex. Gravel Drive
Ex. Gravel Drive
Asphalt Drive
E x.
E d g e o f
A sp h a lt
E x.
E d g e o f C o n c
E x.
E d g e o f A sp h a lt
E x.
E d g e o f
C o n c
Ex. Edge of Asphalt Ex. Edge of Conc.
Ex.
ConcreteDrainageStructure
Ex.
Conc.
Pad
Ex. 8' Chainlink Fence
Ex. 8' ChainlinkFence
E x.
A sp h a lt
D rive
Conc.
Pad
8" Wall8" Wall
Asphalt Drive
Conc. Pad
Edge of Pvm t.
Edge of Conc.
Ex.
As pha lt D rive Ex.
Ed ge of Gra vel
Gr av el
Gravel Gr av el
Ex. 4"x4" WoodPost (Typ.)
Ex. 4"x4" WoodPost (Typ.)
Ex. 4"x4" WoodPost (Typ.)
Ex. Conc.Pad/FlagPole
Ex. 6' Chain Link
Ex. 6' Chain Link
CommittalShelter
D rive "B"
Entrance Drive
Drive "A"
CL
941.88
940.32
940.16
LEGEND
N C A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
ACM LMR
JANUARY 7, 2026
Bid Set
NOT TO SCALE
KEY
128 NORTHPARK BLVD.,
COVINGTON, LA 70433
ALAL
Engineering
PRINCIPPRINCIP
SITE DEMOLITION PLAN
CD-101
KEYNOTES
DEMOLISH EX. DRAIN INLETS. DRAIN PIPES TO REMAIN.01
CD-102
CD-102
CD-102
0 30 60 120 180
CD-102
FULL DEPTH PAVEMENT REMOVAL,
SEE CP-101 THRU CP-104
COLD PLANE (MILL) ASPHALT REMOVAL
(2" DEPTH), SEE CP-101 THRU CP-104
REMOVE ALL CURB IN PAVING LIMITS02
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AutoCAD SHX Text 1.) Paper copies of this survey are not valid without the original signature and raised seal of a Paper copies of this survey are not valid without the original signature and raised seal of a Florida Licensed Surveyor and Mapper. Digital copies are not valid without the digital signature of a Florida Licensed Surveyor and Mapper. 2.) The horizontal datum utilized for this project is NAD 1983 Kentucky North Zone, 2011 The horizontal datum utilized for this project is NAD 1983 Kentucky North Zone, 2011 Adjustment, U.S. Survey Feet. Said datum was established by utilizing the Florida Permanent Reference Network (FPRN). 3.) The vertical datum utilized for this project is NAVD 1988, U.S. Survey Feet. Elevations were The vertical datum utilized for this project is NAVD 1988, U.S. Survey Feet. Elevations were established utilizing Opus 4.) As stipulated by state law, it is the contractor's responsibility to contact Sunshine State One As stipulated by state law, it is the contractor's responsibility to contact Sunshine State One Call of Florida at 1-800-432-4770 prior to conducting excavation. 5.) Markings for subsurface utilities have varying degrees of accuracies based on many different Markings for subsurface utilities have varying degrees of accuracies based on many different variables, such as but not limited to, high water table, soil conditions, and utility size and material. Always hand dig within 2-3 feet of any utilities or markings. 6.) All reasonable and commonly accepted techniques were applied to locating subsurface utilities All reasonable and commonly accepted techniques were applied to locating subsurface utilities as stipulated in the scope of work for this project, however, there may be other subsurface utilities and/or aboveground features not depicted hereon within the project limits. 7.) Subsurface utilities depicted hereon were obtained using a Sensors and Software 250MHz LMX Subsurface utilities depicted hereon were obtained using a Sensors and Software 250MHz LMX GPR and a Vivax Metrotech vLocPro utility locator and classified by observing above ground indicators in the field. 8.) No underground foundations or footers were excavated or located for this survey. No underground foundations or footers were excavated or located for this survey. 9.) THIS IS NOT A BOUNDARY SURVEY.THIS IS NOT A BOUNDARY SURVEY.
AutoCAD SHX Text 1.) Test Holes are recommended to verify designation. Test Holes are recommended to verify designation. 2.) Due to soil conditions GPR could not see deeper than 3.00 feet. Due to soil conditions GPR could not see deeper than 3.00± feet.3.) All concrete was reinforced. 4.) Per Mike with Camp Nelson, the cleanouts shown hereon are for storm structures. Per Mike with Camp Nelson, the cleanouts shown hereon are for storm structures. 5.) Site is on a septic system. Site is on a septic system. "A" Valve found with no tracer wire, could not induce or see with GPR. Valve found with no tracer wire, could not induce or see with GPR. *Note* The crew spoke with a maintenance team member on site who informed them that there were no water calves to the water main on the property. there was no tracer wire and no valves were found going to any of the water spouts. only one water valve on could be found on site.
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PRIME CONSULTANT
13'-9"
12'-5"
13'-9"
42'-2"
42'-2"
12'-5"
13'-9"
15'-1 1" 16'-10"
N C A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
ACM LMR
JANUARY 7, 2026
Bid Set
NOT TO SCALE
KEY
128 NORTHPARK BLVD.,
COVINGTON, LA 70433
ALAL
Engineering
PRINCIPPRINCIP
SITE DEMOLITION PLAN
CD-102
1. ALL WORK ON SEPTIC SYSTEM SHALL BE A PERFORMED
CERTIFIED ONSITE SEWAGE SYSTEM INSTALLER, LICENSED IN
THE STATE OF KENTUCKY.
2. BOUNDS OF EX. LEACH FIELD AND LOCATION OF LATERALS ARE
APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO DEMO. PRESERVE EXISTING ADJACENT
LATERAL TILES.
3. LOCATION OF SEPTIC TANK & DISTRIBUTION BOX ARE
APPROXIMATE AND SHALL BE FIELD VERIFIED BY CONTRACTOR
PRIOR TO PIPE REMOVAL. SANITARY SERVICE SHALL BE
PROVIDED AT ALL TIMES. POSITIVELY LOCATE, IDENTIFY, AND
PROTECT EXISTING CROSSING UTILITES TO REMAIN.
4. REMOVE, STORE, AND PROTECT EXISTING DRAIN GRATE AND
COLLAR IN THEIR ENTIRETY. RESTORE DRAIN GRATE AND
PREPARE FOR REINSTALLATION IN NEW CONCRETE PAVEMENT.
SEE AE-002 FOR CAST IRON CONSERVATION NOTES.
5. NEAT VERTICAL SAWCUT IS REQUIRED BETWEEN PAVEMENT TO
BE REMOVED AND PAVEMENT TO REMAIN.
6. EXERCISE EXTREME CAUTION TO AVOID DAMAGE TO SEPTIC
LATERAL TILES. DO NOT OPERATE EQUIPMENT OVER LEACH
FIELD.
7.
KEYNOTES
SELECTIVELY DEMOLISH EX. PAVEMENT (SEE NOTE 5)01
02 BOLLARD TO BE REMOVED
03 FUEL TANK TO BE REMOVED, LEGALLY DISPOSE OF WASTE
FUEL AND TANK
PAVEMENT/AGGREGATE SURFACE REMOVAL
04 SELECTIVELY REMOVE EXISTING SEPTIC LEACH FIELD TILES,
PIPING, AND SOIL FOR POINT REPAIR (SEE NOTE 2)
05 SEPTIC TANK TO REMAIN, SANITARY PIPING TO BE REMOVED,
APPROX. PIPE DEPTH 934.41 (SEE NOTE 3)
1 DEMOLITION PLAN - MAINTENANCE AREA
SCALE: 1" = 20'-0"
2 DEMOLITION PLAN - CEMETERY ROAD
SCALE: 1" = 10'-0"
3 DEMOLITION PLAN - CEMETERY ROAD
SCALE: 1" = 10'-0"
09 DEMOLISH EX. DRAIN INLET BASIN.
SALVAGE HISTORIC GRATE (SEE NOTE 4)
06 SEPTIC DISTRIBUTION BOX TO REMAIN (SEE NOTE 3)
4 DEMOLITION PLAN - SPOILS AREA
SCALE: 1" = 40'-0"
11 EXISTING AGGREGATE DRAIN BED (TO REMAIN)
NOTES
10 EMPLOY LICENSED ARBORIST, REMOVE TREES AND GRIND
STUMPS (SEE NOTE 6)
10 12 DEMOLISH EXISTING SPOILS STORAGE SHELTER
APPROX. LIMITS OF LEACH FIELD REMOVAL
(SEE NOTE 1)
EXISTING SANITARY SEWER (TO BE REMOVED)
13 REMOVE, STORE, & PROTECT PROPANE STORAGE TANK
(SEE NOTE 7)
14 REMOVE, STORE, & PROTECT AC CONDENSER (SEE NOTE 7)
07 REMOVE EX. AGGREGATE SURFACE
08 DEMOLISH EX. LEAN-TO SHELTER
LEGEND
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