S02 11 from 833CM3030_CNNC FCA Corrections_CONS_BD DRAWINGS_VOL 2_05212026 1.pdf
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- Solicitation number
- 36C78626R0058
About this file
This is a set of construction drawings for the historic wall restoration project at Camp Nelson National Cemetery in Nicholasville, Kentucky. The drawings are part of the bid set for Project Number 833CM3030, titled "Correct FCA Deficiencies," and include site plans, elevations, landscaping details, and preservation notes prepared by Walker Federal Services, LLC as the prime consultant, along with specialized consultants including Principal Engineering, Inc. (civil and structural engineer), Olsson (landscape architect and commissioning manager), Astute Engineering PLLC (MEP engineer), and Richard Grubb & Associates, Inc. (historic preservation specialist). The drawing set comprises 15 sheets covering a survey plan, historic perimeter wall planting plan, landscaping details, general notes, historic preservation specifications, and detailed wall segment elevations and construction details for six distinct wall segments surrounding the cemetery perimeter.
The project involves restoration and remediation of the historic stone and rock wall that forms the perimeter of Camp Nelson National Cemetery, which is designated as a historic structure requiring preservation in accordance with applicable federal guidelines. The drawings indicate the existing wall conditions with measured elevations, identify areas requiring restoration work, and specify landscaping treatments including turf renovation, tree preservation requirements with protective fencing and critical root zone protection, and drainage considerations. The construction work encompasses wall restoration across multiple segments with varying elevations ranging from approximately 927.9 to 947.1 feet, coordination with existing site features including maintenance buildings and infrastructure, and compliance with tree preservation protocols that prohibit grading within protected root zones and restrict equipment operation within drip lines of existing trees to be preserved during construction.
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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
WALL OPTION DRAWING SET
CAMP NELSON NATIONAL CEMETERY
833CM3030
NWG
JANUARY 7, 2026
BID SET
Camp Nelson National Cemetery Nicholasville, Kentucky
Correct FCA Deficiencies Project Number: 833CM3030
HISTORIC WALL RESTORATION - OPTIONAL BID ITEM
VICINITY MAP
COVER SHEET
GI-001
CONSULTANTS
PRIME CONSULTANT, ARCHITECT:
WALKER FEDERAL SERVICES
7820B-162 WORMANS MILL ROAD
FREDERICK, MARYLAND 21701
LANDSCAPE ARCHITECT
OLSSON
550 ST. LOUIS STREET
SPRINGFIELD, MO
MEP ENGINEER
ASTUTE ENGINEERING, PLLC
1945 OLD GALLOWS ROAD, SUITE 201
VIENNA, VA 22182
IRRIGATION CONSULTANT
IRRIGATION CONSULTANT SERVICES, INC.
2129 GREENSBORO ROAD
MADISON, GA 30650
CIVIL, STRUCTURAL ENGINEER
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BOULEVARD, SUITE 19
MANDEVILLE, LOUISIANA 70471
GEOTECHNICAL ENGINEER, FACILITIES ENGINEER,
HAZMAT CONSULTANT
ECS SOUTHEAST, LLC
1281-200 KENNESTONE CIRCLE NE
MARIETTA, GEORGIA 30066
CONSTRUCTABILITY REVIEW, COST ESTIMATOR
R&R CONSTRUCTION SERVICES, INC.
2403 HELEN STREET
MCKEES ROCKS, PENNSYLVANIA 15136
SURVEYOR
SURVTECH SOLUTIONS, INC.
10220 U.S. HIGHWAY 92 EAST
TAMPA, FLORIDA 33610
QUALITY MANAGEMENT
M.WITHERS & ASSOCIATES
8655 CHERRY LANE
LAUREL, MD 20707
COMMISSIONING MANAGER
OLSSON
300 THROCKMORTON STREET, SUITE 400
FORT WORTH, TX 76102
ENVIRONMENTAL ENGINEER
CASTLE HILL ASSOCIATES
1197 FARNSWORTH ROAD, SUITE E
WATERVILLE, OH
HISTORIC PRESERVATION
RICHARD GRUBB & ASSOCIATES, INC.
525 WAIT AVENUE
WAKE FOREST, NC 27587
INDEX OF SHEETS
1 GI-101 COVER SHEET
2 VF-101 SURVEY PLAN
3 LP-001 HISTORIC PERIMETER WALL PLANTING PLAN
4 LK-001 LANDSCAPING DETAILS
5 A-001 GENERAL NOTES
6 AP-100 HISTORIC PRESERVATION NOTES WALL ENTRANCE
7 AP-101 HISTORIC PRESERVATION NOTES
8 AS-201 WALL SEGMENT 1 NORTH AND SOUTH ELEVATIONS
9 AS-202 WALL SEGMENTS 2 AND 3 ELEVATIONS
10 AS-203 WALL SEGMENT 4 SOUTH ELEVATIONS
11 AS-204 WALL SEGMENT 4 NORTH ELEVATIONS
12 AS-205 WALL SEGMENT 5 WEST ELEVATIONS
13 AS-207 WALL SEGMENT 6 ELEVATIONS
14 AS-208 WALL SEGMENT 6 ELEVATIONS
15 AS-501 FENCE/WALL DETAILS - 1
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PRIME CONSULTANT
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CONSULTANTS
LOW
O L
LOW
LOW
LO
W
LO
W
LOW
LOW
LOW
LO
W
DA
NV
IL
LE
R D
US
H
W Y
C
LOW
LO
W
LOW
LOW
LOW
LO
W
LOW
LO
W
LOW
LO
W
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W
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W
LO
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LOW
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LOW
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LOW
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LOW
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LOW
LOWLOW
LOW
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LOW
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LOW LOW
LO
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LOW
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SPOILS AREA
POND
HISTORIC WALL
HISTORIC MAINTENANCE BUILDING
MAINTENANCE STORAGE BUILDING
HISTORIC BRICK STABLES
EQUIPMENT STORAGE BUILDING
REST AND WASH HOUSE
ADMINISTRATION BUILDING
CAMP NELSON CEMETERY ROAD
French Drain
Headwall
French Drain
French Drain
Headwall
ExistingWater Valve
GRATE INLET
RIM = 934.98'
1.
1.7
2.7
3.2 93
2.7
1.6
1.6
2.7
2.9
2.3
4.9
4.4
7.0
7.0
0.0
0.3 94
1.8
2.0 94 2.5
2.1 94
2.3
3.0
2.2
0.5
0.0
1.7 94
0.7
3.1 93
9.4
0.8
3.1
2.3
2.6
3.2
1.7
1.4
9.5
0.5 93
8.4
7.9
5.6
6.5 93
5.7
4.6
935.4
933.7
5.7
6.7
7.7 936.2
5.6
4.6
2.2
4.1
1.9
0.7
7.9
0.093 0.2
928.792 9.4
1.793 4.3
1.393 4.5
6.593
9.6
8.3
943.2
942.594 3.2943.8
4.0
3.2
2.0942.0
0.8
1.1
0.5
8.7
6.9
7.8
1.1
1.0
2.8
3.2
1.7 93 4.1
1.5
Rock Wall
Stone Wall
Rock Wall
Stone Wall
Stone Wall
Stone Wall
Stone Wall
Stone Wall
Rock Wall
TC 935.56
G 931.3
TC 938.63
G 934.5
TC 941.97
G 938.3
TC 946.40
G 942.5
TC 947.10
G 943.2
TC 945.93
G 944.0
TC 944.73
G 942.0
TC 943.20
G 941.1
TC 942.85
G 938.7
TC 942.82
G 939.4
TC 943.05
G 940.1
TC 943.34
G 940.0
TC 943.68
G 940.3
TC 943.74
G 940.0
TC 944.59
G 941.9
TC 945.25
G 942.1
TC 945.06
G 941.8
TC 944.80
G 941.5
TC 944.38
G 941.0
TC 943.89
G 940.6
TC 943.26
G 940.2
TC 942.66
G 940.0
TC 942.20
G 939.4
TC 941.72
G 938.7
TC 941.13
G 938.1
TC 940.53
G 937.7
TC 941.88
G 938.9
TC 942.61
G 939.5
TC 942.76
G 939.6
TC 942.85
G 939.8
TC 943.38
G 940.3
TC 944.37
G 941.0
TC 945.11
G 941.7
TC 945.48
G 941.7
TC 933.63
G 930.2
TC 932.19
G 929.3
TC 931.78
G 928.5
TC 934.39
G 931.3
TC 935.91
G 933.2
TC 938.50
G 935.3
TC 940.65
G 937.3
TC 939.11
G 936.3
TC 936.90
G 933.7
TC 938.19
G 935.2TC 939.19
G 936.1
TC 941.54
G 938.1TC 943.15
G 939.9
TC 945.05
G 941.9TC 946.31
G 942.9
TC 945.69
G 943.0
TC 943.37
G 939.8
TC 943.14
G 940.1TC 943.61
G 940.7
TC 944.54
G 940.9
TC 945.45
G 941.9TC 945.64
G 942.5
TC 945.06
G 942.0TC 943.36
G 940.6
TC 940.53
G 937.3TC 938.16
G 934.8
TC 936.20
G 933.1
TC 935.42
G 932.7
TC 935.23
G 932.2TC 935.59
G 933.7
TC 936.78
G 935.65
TC 938.80
G 937.1
TC 941.53
G 938.8
TC 944.70
G 941.1
TC 945.88
G 941.8
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 April 23, 2024.
5.) The surveyor only certifies the mobile LiDAR mapping and supporting land surveying, not the interpretation of pavement conditions.
6.) THIS IS NOT A BOUNDARY SURVEY.
SURVEY PLAN
VF-101
0 30 60 120 180
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
JANUARY 8, 2026
NOT TO SCALE
KEY
128 NORTHPARK BLVD.,
COVINGTON, LA 70433
PRINCIPAL
0 30 60 120 180
I HEREBY CERTIFY 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 COMPLETE AND
ACCURATE INFORMATION. 0 30 60 120 180
1"=60'
MAJOR CONTOUR
MINOR CONTOUR
FENCE LINE
CURB LINE
DECIDUOUS TREE
CONIFEROUS TREE
SIGN
SPOT ELEV.
WATER VALVE
BID SET
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W.V.
ASPHALT
CAMP NELSON CEMETERY ROAD
20"
32"
8"
22"
30"
14"
16"
X X
X X
X
X X
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XX
X X
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30"
38"
12"
20"
20"
24"
30"
10"
10"
10"
12"
20"
20"
22"
36"
4"
40"
6"
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20"
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4"
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30"
38"
12"
20"
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24"
30"
10"
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10"
12"
20"
20"
22"
36"
4"
40"
6"
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20"
24"
4"
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24"
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28"
4"
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6"
18"
4"
4"
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4"
8"
8"
LP-001
HISTORIC PERIMETER
WALL PLANTING PLAN
SCALE IN FEET
40' 80'20'0'
HISTORIC PERIMETER WALL PLANTING PLAN
SCALE: 1" = 40'-0"1
GRASS - SOD - TURF TYPE TALL FESCUE,
OR APPROVED EQUAL
TREES TO BE PRESERVED. (REFER TO DETAIL
ON SHEET LK-001 FOR ACTUAL LIMITS OF TREE
PROTECTION BASED ON THE TREE CANOPY)
T1
T1
KEYNOTES
1. FIELD VERIFY LOCATION OF ALL UTILITIES AND IRRIGATION
SYSTEM PRODUCTS PRIOR TO PLANT INSTALLATION. REPORT
ANY CONFLICTS TO LANDSCAPE ARCHITECT IMMEDIATELY.
2. RENOVATE ALL DISTURBED TURF AREAS, BEYOND THOSE
NOTED WITH KEYNOTES, WITH NEW TURF SOD.
KEYNOTES
T1 RENOVATE DISTURBED AREA WITH NEW TURF SOD.
REFER TO SPECIFICATIONS.
T2 TREE PROTECTION. REFER TO DETAILS.
NOTES
T2
T2
T2
T2
T2
T2
T2
T2
T2 T2
T2
T2
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
WALL OPTION DRAWING SET
CAMP NELSON NATIONAL CEMETERY
833CM3030
JKE RAR
JANUARY 8, 2026
BID SET
NOT TO SCALE
KEY
550 East St. Louis Street Springfield, MO 65806 olsson.com
TEL 417.890.8802
FAX 417.890.8805
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PRIME CONSULTANT
ROOT PRUNING NOTES:
D R
IP
L
IN
E
1. GRADING AROUND TREES TO BE LIMITED TO
OUTSIDE THE DRIPLINE UNLESS OTHERWISE
NOTED ON THESE PLANS.
2. THERE SHALL BE NO GRADING OR FILLING
WITHIN THE PROTECTED CRITICAL ROOT
ZONES OF PROTECTED TREES UNLESS
OTHERWISE NOTED ON THESE PLANS.
3. NO VEHICLES OR EQUIPMENT SHALL BE
DRIVEN OR PARKED UNDER THE DRIPLINE OF
PROTECTED TREES. NO MATERIALS SHALL BE
STORED UNDER THE DRIPLINE OF PROTECTED
TREES.
4. TREE FENCE, COMPOST FILTER SOCK AND
SILT FENCE FOR ALL PROTECTED TREES MUST
BE PROPERLY MAINTAINED THROUGHOUT
CONSTRUCTION.
5. ALL REQUIRED TREE, SILT FENCING AND
COMPOST FILTER SOCK SHALL REMAIN IN
PLACE UNTIL ALL GRADING AND LANDSCAPING
ACTIVITIES HAVE CEASED AND SHALL ONLY BE
REMOVED UPON THE REVIEW AND APPROVAL
BY THE LANDSCAPE ARCHITECT.
6. ATTACHMENTS (WIRES, FENCES, ETC.)
OTHER THAN THOSE APPROVED FOR GUYING,
BRACING OR WRAPPING MUST NOT BE
ATTACHED TO PROTECTED TREES.
TREE PRESERVATION DETAIL NOTES
DRIP LINES ADJACENT
TO PAVEMENT/CURB/
SIDEWALK/OBSTRUCTIONS
DRIP LINES ADJACENT
TO GREENSPACE
OUTLINE OF TREE CROWN
(EDGE OF DRIP LINE CORRESPONDS
WITH ROOT SPREAD)
T-RAIL IRON STAKE OR GALVANIZED
1" O.D. PIPE, ANCHOR FIRMLY
ORANGE CONSTRUCTION FENCE
PLACE STAKES AT DRIPLINE
MINIMUM OF 5' APART
EXISTING GRADE
COMPOST FILTER SOCK AROUND
ENTIRE OUTER PERIMETER OF
CONSTRUCTION FENCE
TREE PROTECTION
ADJACENT TO EXISTING
ITEMS TO REMAIN OR
PROPOSED IMPROVEMENTS
MAY BE WITHIN DRIP LINE
ONLY WHERE SHOWN ON
PLANS.
1. ROOT PRUNING IS SUBSIDIARY TO OTHER BID ITEMS.
2. ROOT PRUNING SHOULD BE COORDINATED WITH THE TREE PROTECTION
FENCING. IN SOME CASES, THAT FENCE LINE IS ON THE ROOT CUT, AND
PROVISIONS FOR ROOT PRUNING MAY NEED TO BE ACCOMMODATED BEFORE
FENCE IS ERECTED.
3. CAREFULLY EXPOSE ROOTS WITHIN THE LIMITS OF CONSTRUCTION AND MARK
FOR PRUNING. THE CAMP NELSON REPRESENTATIVE SHALL BE CONTACTED TO
REVIEW PROPOSED ROOTS PRIOR TO TRENCHING, EXCAVATION, OR CUTTING
TO DETERMINE THE IMPACT ON ANY STRUCTURAL CRITICAL ROOTS AND THE
CLOSEST POINT TO THE TREES THAT SOIL MAY BE DISTURBED.
4. ROOT PRUNING CAN BE ACCOMPLISHED WITH CIRCULAR SAWS OF VARYING
TYPES AND/OR A ROTARY TYPE STUMP GRINDER TO A DEPTH OF 18" OR TO
THE MAXIMUM DEPTH OF THE REQUIRED GRADING CUT, WHICHEVER IS LESS.
SAW BLADE AND GRINDER TEETH MUST BE SHARPENED AND CLEANED PRIOR
TO USE. TRENCHING MACHINES ARE NOT ALLOWED IN ROOT PRUNING
OPERATIONS.
5. ROOTS OVER 1 INCH IN DIAMETER MUST BE CLEANLY AND SHARPLY CUT WITH
A HAND SAW.
6. PRUNING CUTS SHALL BE FLUSH WITH THE SIDE OF THE TRENCH CLOSEST TO
THE TREE.
7. THE CAMP NELSON REPRESENTATIVE SHALL BE CALLED TO REVIEW ANY
ROOTS OVER 2 INCHES IN DIAMETER ENCOUNTERED DURING EXCAVATION
AND/OR CONSTRUCTION ACTIVITIES TO DETERMINE STRUCTURAL STABILITY
OF THE TREE.
TREE PROTECTION DETAIL
NOT TO SCALEF7
LK-001
LANDSCAPE DETAILS
EXISTING TREES SHALL BE PROTECTED DURING CONSTRUCTION AS FOLLOWS:
1. A TEMPORARY FENCE SHALL BE CONSTRUCTED AROUND THE ROOT ZONE OF
EACH TREE TO BE PRESERVED PRIOR TO ANY GRADING OR CONSTRUCTION
ON THE PROPERTY.
2. NO HEAVY EQUIPMENT SHALL BE USED OR STORED WITHIN THE AREA
ENCLOSED BY THE TEMPORARY FENCE.
3. NO BUILDING MATERIALS OR SOIL SHALL BE STORED WITHIN THE AREA
ENCLOSED BY THE TEMPORARY FENCE.
4. INSTALLATION OF UNDERGROUND UTILITIES SHOULD BE AVOIDED WITHIN
THE AREA ENCLOSED BY THE TEMPORARY FENCE. IF INSTALLATION OF
UNDERGROUND UTILITIES IS NECESSARY, TUNNELING SHALL BE USED AS
SOON AS ROOTS ONE INCH OR GREATER IN DIAMETER ARE ENCOUNTERED,
EXCEPT THAT IN THE VICINITY OF TREES LESS THAN SIX INCHES IN DIAMETER
AT SIX INCHES ABOVE GRADE, TUNNELING SHALL BE USED UNDER THE
ENTIRE CANOPY. TUNNELING MUST OCCUR BELOW THE MAIN LATERAL
LEVEL OF ROOTS OR AT LEAST TWO FEET BELOW THE SURFACE, WHICHEVER
IS GREATER. TUNNELING SHALL BE DONE FROM BOTH DIRECTIONS. SOIL
SHALL BE BACKFILLED IN THE TUNNELS TO THE SAME COMPACTNESS AS
BEFORE REMOVAL. FERTILIZER SHALL BE ADDED TO THE BACKFILL IN
TUNNELS.
5. PAVEMENT AND GRADE CUTS SHALL BE OUTSIDE THE AREA ENCLOSED BY
THE TEMPORARY FENCE AND AT LEAST ONE FOOT AWAY FROM THE TREE
BOLE (TRUNK) FOR EACH ONE FOOT OF DEPTH OF THE CUT.
6. NO GRADING SHALL BE DONE THAT IMPOUNDS WATER DURING WET
PERIODS OR INCREASES THE DRAINAGE RATE SO THAT WATER TABLES ARE
LOWERED.
TREE PRESERVATION NOTES
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
WALL OPTION DRAWING SET
CAMP NELSON NATIONAL CEMETERY
833CM3030
JKE RAR
JANUAR�<���˙����������6
BID SET
550 East St. Louis Street Springfield, MO 65806 olsson.com
TEL 417.890.8802
FAX 417.890.8805
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EXISTING TREE
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PRIME CONSULTANT
JANUARY 8, 2026
5 15
BID SET
HISTORIC PRESERVATION NOTES
WALL ENTRANCE
AP-100
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
WALL OPTION DRAWING SET
CAMP NELSON NATIONAL CEMETERY
833CM3030
NWG
JANUARY 8, 2026
BID SET
NOT TO SCALE
KEY
WALL PRESERVATION NOTES
CLEAN SURFACES OF ALL EXISTING STONEWORK.
REMOVE, AND DISPOSE OF (OFF SITE), ALL OF THE FOLLOWING EXISTING COMPONENTS FROM CHAIN LINK FENCE ASSEMBLY: CHAIN LINK FABRIC, BARBED/RAZOR WIRE, POST CAPS, WITH INTEGRAL
OUTRIGGER ARMS, PIPE TOP RAILS, AND ALL ASSOCIATED HARDWARE.
REMOVE EXISTING CAPSTONES. WHERE EXISTING CAPSTONE IS SPLIT, PROVIDE NEW CAPSTONES.
REMOVE EXISTING MORTAR, AND ANY VEGETATION/DEBRIS, FROM BOTTOM OF CAPSTONE AND TOP OF WALL, AND CLEAN BOTH SURFACES TO PREPARE FOR REINSTALLATION OF CAPSTONE. REINSTALL CAPSTONE, WITH NEW MORTAR JOINT CONNECTION TO EXISTING TOP OF WALL. ALIGN EDGES OF CAPSTONE WITH NEAREST ADJACENT CAPSTONE THAT EITHER HAS NOT BEEN DISTURBED BY THIS SOW, OR HAS ALREADY BEEN RE-INSTALLED AS PART OF THIS SOW.
TAP/LISTEN ALONG MORTAR JOINTS AND REPOINT WALL FACE JOINTS WHERE MORTAR IS MISSING, BROKEN, LOOSE, CRACKED, OR SOUNDS HOLLOW WHEN TAPPED, ALL JOINTS ON EACH SURFACE/SIDE
OF THE WALL, AND ALL WALL CAP JOINTS.
HISTORIC FERROUS METAL CONSERVATION NOTES
All ferrous metals, including the entryway gates, should be conserved following the guidelines outlined in the National Park Service’s Preservation Brief 27: The Maintenance and Repair of Architectural Cast Iron.
STRIP PAINT FROM EXISTING METAL FENCE COMPONENTS AND REMOVE DEBRIS AND RUST DOWN TO
BARE METAL, PREP FOR NEW FINISHES.
1. CLEANING
1.1. Remove dirt, grime, biological growth, flaking paint, and areas of corrosion through physical methods, such as high-pressure water blasting or using hand tools like a wire brush or metal scraper.
1.2. After wire brushing, the surface should be washed with a solvent or a non-ionic detergent to clean in preparation for painting.
1.3. Avoid abrasive methods such as sandblasting that could damage the surface.
2. CORROSION TREATMENT
2.1. For light and medium corrosion, use a chemical rust converter (e.g., OSPHO) to treat rust.
2.2. Apply a thin coat of rust converter directly to affected areas and allow to dry for at least 24 hours.
2.3. For heavy corrosion, apply multiple coats as necessary and remove any loose powdery residue with a brush or mineral spirits.
3. SURFACE PATCHING
3.1. Address pitted or uneven surfaces with metal epoxy compounds or polyester-based putties.
3.2. Sand patched areas smooth and level finish to match the surrounding surfaces.
4. STRUCTURAL REPAIRS
4.1. Consult a professional welder for any structural cracks, breaks, or severe damage requiring welding or replacement.
5. PRIMING AND PAINTING
5.1. Prime cleaned and treated bare metal immediately with a corrosion-inhibiting primer (e.g., oil or alkyd-based primer). If priming is delayed, any surface rust that has developed should be removed with a wire brush or emery cloth sandpaper prior to priming.
5.2. Apply two coats of alkyd-based paint, ensuring proper drying time between coats.
5.3. Avoid using latex-based primers or paints, as they can cause oxidation.
5.4. All primer and paint should be applied with a brush and not a paint sprayer to prevent overspray onto the concrete piers.
RECOMMENDED PRODUCTS:
Rust Converter: Skyco OSPHO Metal Treatment
Epoxy: FerroBond P™ Metal Filled Epoxy Compound
Primer: Benjamin Moore Super Spec Alkyd Metal Primer or Sherwin Williams Rust Inhibitive Metal Primer
Paint: Benjamin Moore Super Spec D.T.M Alkyd or Sherwin Williams Industrial Enamel Alkyd
NON-FERROUS METAL CONSERVATION NOTES
The majority of the historic metal elements throughout the site are composed of cast iron or wrought iron, while the front entrance gate and fence are constructed of steel. However, the front entrance gate also includes components made of aluminum, a lightweight, corrosion-resistant, non-ferrous metal.
While aluminum does not rust like ferrous metals, it remains vulnerable to surface oxidation, pitting, staining, and galvanic corrosion, particularly when it is in contact with dissimilar metals or exposed to moisture and deicing salts.
1. CLEANING
1.1. All cleaning should begin with the least aggressive method to prevent damage to the original surface finish.
1.2. Loose dirt and debris should be removed with soft-bristle brushes and clean water.
Scrub-brushes shall be natural (non-metallic), bristle only.
1.3. For light soiling, a solution of mild, pH-neutral detergent (such as Orvus WA Paste) in water may be used.
1.4. Rinse thoroughly with clean water to remove any detergent residue and dry completely with a lint-free cloth to prevent water spotting.
1.5. Abrasive pads, wire brushes, or acidic cleaners (including vinegar, hydrochloric acid, or muriatic acid) should never be used on aluminum, as they can cause pitting or surface etching.
1.6. If biological growth is present, a mild biocide like D/2 Biological Solution may be applied in accordance with manufacturer instructions. A spot test should be performed prior to full application.
2. CORROSION AND SURFACE REPAIR
2.1. Aluminum naturally forms a protective oxide layer, but if this is compromised, pitting or staining may occur.
2.2. If structural damage is present, repairs should be made using aluminum-compatible fillers or patching compounds, or by replacing the affected component with in-kind material fabricated to match the original in form and finish.
2.3. Dissimilar metal contact (e.g., with steel fasteners) should be avoided or isolated using non-conductive barriers such as nylon washers or sealants to prevent galvanic corrosion.
3. RECOATING OR PROTECTIVE FINISHED
3.1. If the aluminum components were originally painted and require refinishing, all loose or failing paint should be removed using plastic scrapers or fine synthetic abrasives.
3.2. The surface should then be cleaned and primed using a primer formulated for aluminum surfaces, such as an etching primer or zinc chromate primer, depending on site and environmental conditions.
3.3. Two coats of a high-performance, exterior-grade topcoat, such as an acrylic latex or polyurethane enamel, should be applied.
CONCRETE PIER CONSERVATION NOTES
The conservation of historic concrete should adhere to the guidelines in the National Park Service’s Preservation Brief 15: Preservation of Historic Concrete.
1. RINSE THE SURFACE
1.1. Begin by rinsing the surface with clean, low-pressure water to gently remove loose dirt, soiling material, biofilms, and lichens. Avoid high-pressure washing, which can erode the surface of historic concrete.
2. APPLY CLEANING SOLUTION
2.1. With the surface still wet, apply a pH-neutral or non-ionic detergent cleaning solution.
2.2. If biological growth is present and a more potent cleaning agent is needed, use a biocide like D/2 Biological Solution for more effective removal.
3. CLEAN FROM BOTTOM TO TOP*
3.1. Clean all surfaces (front, back, and sides) starting from the bottom and working your way up.
This method helps prevent streaking and staining from runoff, which can occur when cleaning from top to bottom.
3.2. Avoid using a dry brush, as it can create friction that may damage the concrete. Keep the brush moistened throughout the cleaning process to reduce abrasion and ensure the cleaner remains effective on the wet surface.
*The time needed for cleaning the piers may vary based on factors such as surface texture and degree of soiling. Initial treatment may take two to three hours and may necessitate additional treatments over subsequent days. After the initial cleaning with a biocidal product and brush, D/2 Biological Solution or an equivalent product can be applied and left to dwell without rinsing, potentially allowing for applications as often as once per year.
4. THOROUGHLY RINSE
4.1. After scrubbing, rinse the surface thoroughly with clean water to remove all residue of the cleaning solution.
4.2. Ensure that no cleaner is left behind, as this can contribute to future staining or deterioration.
RECOMMENDED PRODUCTS :
Non-ionic cleaner: Orvus WA Paste, Triton X-100, E-Wash 30 Non-Ionic Building Wash
Masonry Cleaner: D/2 Biological Solution; Prosoco EK ReVive and EK2010
HISTORIC ENTRANCE TO CAMP
NELSON NATIONAL CEMETERY
CIRCA 1968, SOURCE: LIBRARY OF CONGRESS 4
PAIR OF CAST CONCRETE PIERS
FLANKING RIGHT SIDE OF ENTRANCE.1
ONE OF TWO PEDESTRIAN IRON
GATES LEADING TO THE CEMETERY 2
SOILING AND CORROSION PRESENT
ON THE PEDESTRIAN IRON GATE
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PRIME CONSULTANT
PRESERVATION NOTES
STONE WALL
AP-101
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
Richard Grubb & Associates, Inc.
Cultural Resource Consultants
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
NOT TO SCALE
KEY
LIMESTONE WALL
COMPLETED IN 1868 2
STONE CRACKING, SHEARING, STAINING,
SOILING, ETC.
DETERIORATED STONE AND CRACKS IN
MORTAR JOINTS
LIMESTONE RETAINING WALL
LIMESTONE RETAINING WALL
STONE WALL
Contractor is required to have a pre-construction prep meeting. A 25 foot linear-in situ section mockup shall be provided prior to the start of construction. Mock up shall display remortaring and replacement capstone material for approval. Section will be selected in advance by the VA National Cemetery Administration.
STONE WALL CLEANING NOTES
Up to 100% of the stone wall should be cleaned following the guidelines provided in the National Park Service’s Preservation Brief 1:
Assessing Cleaning and Water-Repellent Treatments for Historic Masonry Buildings and Preservation Brief 6: Dangers of Abrasive Cleaning to Historic Buildings.
1. USE GENTLEST CLEANING METHODS POSSIBLE
1.1. Start with low-pressure water washing, typically not exceeding 200 psi, to remove dirt and debris.
1.2. A mild, non-ionic detergent can be applied if additional cleaning is needed, followed by gentle scrubbing with a natural bristle brush.
1.3. High-pressure washing, sandblasting, or abrasive methods should be strictly avoided as they can irreversibly damage the surface of the historic brick.
2. SPOT CLEAN STUBBORN STAINS
2.1. Test small areas with chemical cleaners designed specifically for historic masonry, avoiding those with harsh acids that can erode brick or mortar.
2.2. It is critical to adhere to the manufacturer’s instructions, particularly concerning dilution rates and dwell times.
3. RINSE
3.1. Rinse the masonry thoroughly with clean water after cleaning and allow ample time for drying before any further treatment or repointing.
RECOMMENDED CLEANING PRODUCTS:
D/2 Biological Solution
Cathedral Stone Products: Masonry Cleaner - Light & Heavy Duty; Bio-Cleaner - Biological & Light Duty Cleaner in One
Atlas Preservation: EaCo Chem Heritage Restorer
Prosoco: Restoration Cleaner; ReVive*
* A representative from Prosoco will come to the site to test different cleaning agents for effectiveness free of charge. Kentucky representative: Matthew Stickler, 212-287-1981, matt@tmsrep.com
STONE WALL REPOINTING NOTES
Up to 100% of the interior wall surfaces (facing the graves) shall be repointed with flush or slightly concave joints of appropriate historic mortar following the guidelines in National Park Service’s Preservation Brief 2: Repointing Mortar Joints in Historic Masonry Buildings.
1. THE CONTRACTOR SHOULD USE THEIR JUDGEMENT AS TO WHICH AREAS OF THE EAST AND SOUTH SECTIONS OF THE WALL
RETAIN INTACT HISTORIC MORTAR AND DO NOT REQUIRE REPOINTING.
2. ALL RAISED “GRAPEVINE” JOINTS ARE INAPPROPRIATE AND SHOULD BE REMOVED.
3. ALL MESSY PORTLAND CEMENT PATCHING IS INAPPROPRIATE AND SHOULD BE REMOVED.
4. POWER TOOLS MAY BE USED TO RAKE JOINTS WITH EXTREME CAUTION TAKING CARE TO AVOID DAMAGE TO THE HISTORIC
STONES.
5. NEW JOINTS SHOULD BE FLUSH OR SLIGHTLY CONCAVE.
6. IDENTIFY AND REMOVE INAPPROPRIATE MORTAR
6.1. Remove open or non-historic mortar (e.g., Portland cement, later raised joints) from joints.
6.2. It is preferable to use single-blade (flathead) screwdrivers or small hand chisels for raking out mortar to avoid damaging the stone face.
6.3. Rake out joints to a depth of 2 to 2 ½ times the width of the joint.
7. ANALYZE HISTORIC MORTAR
7.1. Analyze the existing mortar for color, texture, particle size, aggregate distribution, and chemical composition. Adjust lime, Portland cement, and sand ratios for compatibility with historic mortar.
7.2. Tint new mortar to match existing adjacent mortar for continuity.
7.3. Follow the manufacturer’s instructions for mortar preparation.
8. PREPARE AND APPLY MORTAR
8.1. Pre-moisten stone and joints with clean water before applying mortar.
8.2. Apply new mortar to match the size and profile of the existing historic joints and create new joints that are flush or slightly concave.
8.3. Remove excess mortar immediately using water and sponges to prevent damage to the stone face.
STONE WALL CAPSTONE NOTES
The capstones that surmount the historic stone wall are largely in good condition and should be preserved to the fullest extent possible. It is estimated that no more than 10% (or 250 linear feet) of the capstones are damaged to the point that they require replacing.
1. ASSESS CONDITIONS
1.1. Assess capstones to identify those that are missing, cracked vertically all the way through, or have large pieces missing (more than 50%). Limestone is a sedimentary rock that tends to delaminate horizontally. Capstones that are spalling or delaminating do not necessarily need to be replaced.
1.2. Begin assessment along the roads visible to the public (north and west sections) and continue to east and south sections.
1.3. Capstones along the highly visible areas should be prioritized for repair/replacement.
2. REPLACE CAPSTONES
2.1. Replace missing capstones along highly visible sections on the north and west sides with intact capstones salvaged from the east and/or south sections of the wall.
2.2. Source up to 250 linear feet of new limestone capstones that match the appearance and dimensions of the original capstones and replace the salvaged capstones on the east and/or south sections.
2.3. Replacement capstones should be mortared in place with mortar applied per the specifications in the “Stone Wall Repointing Notes.”
3. REPAIR CAPSTONES
3.1. Dutchman repairs should be made to capstones which display missing pieces exceeding 50%.
3.2. Dutchman repairs may be made from new capstones or salvaged capstones and should match the color and texture of the surrounding capstone.
3.3. Dutchman repairs should be mortared in place using the specifications in the “Stone Wall Repointing Notes.”
LLB
STONE
WALL
7 15
BID SET
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PRIME CONSULTANT
WALL SEGMENT 1
NORTH AND SOUTH ELEVATIONS
AS-201
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
Richard Grubb & Associates, Inc.
Cultural Resource Consultants
Correct FCA Deficiencies
NOTES
NOT TO SCALE
KEY
M
AT
C H
L
IN
E A
M
AT
C H
L
IN
E A
4 WALL 1 - NORTH ELEVATION
SCALE : 1/8" = 1'-0"
WALL 1
3 WALL 1 - NORTH ELEVATION
SCALE : 1/8" = 1'-0"
M
AT
C H
L
IN
E B
2 WALL 1 - SOUTH ELEVATION
SCALE : 1/8" = 1'-0"
M
AT
C H
L
IN
E B
1 WALL 1 - SOUTH ELEVATION
SCALE : 1/8" = 1'-0"
3 WALL COMPONENTS REF
SCALE : 3/4" = 1'-0" FOR INFORMATION ONLY (SEE DETAIL 2/AS-501)
CAPSTONE
STONE WALL
1. SEE SHEET A-001 FOR ARCHITECTURAL GENERAL NOTES,
GENERAL RESTORATION NOTES, AND STONEWORK
RESTORATION NOTES.
2. SEE SHEETS AP-100 AND 101 FOR WALL RESTORATION SOW.
3. SEE SHEETS AS-501 & AS-502 FOR FENCE/WALL DETAILS.
4. THE TERM "POINT" IS USED TO INDICATE A LOCATION ALONG
THE WALL.
FINISHED
GRADE
FINISHED
GRADE
FINISHED
GRADE
FINISHED
GRADE
POINT B
POINT A
POINT A
POINT A
POINT B
POINT B CAPSTONE
CAPSTONE
CAPSTONE
CAPSTONE
SCALE : NOT TO SCALE
WALL 1 - ERODED AREA, WALL FAILING
FOR INFORMATION ONLY (SEE ELEVATIONS 2 & 4/AS-201)SCALE : NOT TO SCALE
WALL 1 - CRACKED CAPSTONE
FOR INFORMATION ONLY (SEE ELEVATIONS 1 & 2 /AS-201)
SCALE : NOT TO SCALE
WALL 1 - CRACKED CAPSTONE
FOR INFORMATION ONLY (SEE ELEVATIONS 1 & 4/AS-201)
5 6
SEE 7/AS-201 FOR
DETAILS
SEE 6/AS-201 FOR
DETAILS
SEE 5/AS-201 FOR
DETAILS
SEE 5/AS-201 FOR
DETAILS
SEE 6/AS-201 FOR
DETAILS
SEE 7/AS-201 FOR
DETAILS
1. SEE HISTORIC PRESERVATION NOTES ON AS-101-HP
1. SEE HISTORIC PRESERVATION NOTES ON HP--101 1. COMPLETELY REBUILD FAILING SECTION
2. SEE 3/AS-501
BID SET
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PRIME CONSULTANT
WALL SEGMENTS 2 AND 3
ELEVATIONS
AS-202
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 15
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
Richard Grubb & Associates, Inc.
Cultural Resource Consultants
Correct FCA Deficiencies
NOT TO SCALE
KEY
4 WALL 3 - EAST ELEVATION
SCALE : 1/8" = 1'-0"
WALL 2
2 WALL 2 - NORTH ELEVATION
SCALE : 1/8" = 1'-0"
3 WALL COMPONENTS REF
SCALE : 3/4" = 1'-0" FOR INFORMATION ONLY (SEE DETAIL 2/AS-501)
1. SEE SHEET A-001 FOR ARCHITECTURAL GENERAL NOTES,
GENERAL RESTORATION NOTES, AND STONEWORK
RESTORATION NOTES.
2. SEE SHEETS AP-100 AND 101 FOR WALL RESTORATION SOW.
3. SEE SHEETS AS-501 & AS-502 FOR FENCE/WALL DETAILS.
4. THE TERM "POINT" IS USED TO INDICATE A LOCATION ALONG
THE WALL.
FINISHED
GRADE
FINISHED
GRADE
POINT C
POINT B
POINT C
POINT B
POINT C
3 WALL 3 - WEST ELEVATION
SCALE : 1/8" = 1'-0"
1 WALL 1 - SOUTH ELEVATION
SCALE : 1/8" = 1'-0"
POINT B
FINISHED
GRADE
FINISHED
GRADE
WALL 3
POINT D
POINT C POINT D
POINT D POINT C
CAPSTONE
CAPSTONE
CAPSTONE
CAPSTONE
CAPSTONE
STONE WALL
BID SET
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PRIME CONSULTANT
WALL SEGMENT 4
SOUTH ELEVATION
AS-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
Richard Grubb & Associates, Inc.
Cultural Resource Consultants
Correct FCA Deficiencies
NOT TO SCALE
KEY
4 SCALE : 1/8" = 1'-0"
2 SCALE : 1/8" = 1'-0"
3 WALL COMPONENTS REF
SCALE : 3/4" = 1'-0" FOR INFORMATION ONLY (SEE DETAIL 2/AS-501)
1. SEE SHEET A-001 FOR ARCHITECTURAL GENERAL NOTES,
GENERAL RESTORATION NOTES, AND STONEWORK
RESTORATION NOTES.
2. SEE SHEETS AP-100 AND 101 FOR WALL RESTORATION SOW.
3. SEE SHEETS AS-501 & AS-502 FOR FENCE/WALL DETAILS.
4. THE TERM "POINT" IS USED TO INDICATE A LOCATION ALONG
THE WALL.
FINISHED
GRADE
FINISHED
GRADE
3 SCALE : 1/8" = 1'-0"
1 WALL 4 - SOUTH ELEVATION
SCALE : 1/8" = 1'-0"
POINT E
FINISHED
GRADE
FINISHED
GRADE
WALL 4
POINT D
POINT D
POINT E
WALL 4 - SOUTH ELEVATION
WALL 4 - SOUTH ELEVATION
WALL 4 - SOUTH ELEVATION
M
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E C
M
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IN
E E
CAPSTONE
CAPSTONE
CAPSTONE
CAPSTONE
CAPSTONE
STONE WALL
WALL 4 - PITTED CAPSTONE
SCALE : NOT TO SCALE FOR INFORMATION ONLY (SEE
ELEVATION 3 /AS-203 AND 1 /AS-204)
WALL 4 - POOR REPAIRS
SCALE : NOT TO SCALE FOR INFORMATION ONLY (SEE
ELEVATION 2 /AS-203 AND 3 /AS-204)
5 6
SEE 5/AS-203 FOR
DETAILS
SEE 6/AS-203 FOR
DETAILS
SEE 5/AS-204 FOR
DETAILS
1. SEE HISTORIC PRESERVATION NOTES ON HP-101 1. SEE HISTORIC PRESERVATION NOTES ON HP-101
SEE 6/AS-204 FOR
DETAILS
BID SET
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PRIME CONSULTANT
WALL SEGMENT 4
NORTH ELEVATION
AS-204
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
Richard Grubb & Associates, Inc.
Cultural Resource Consultants
Correct FCA Deficiencies
NOT TO SCALE
KEY
4 SCALE : 1/8" = 1'-0"
2 SCALE : 1/8" = 1'-0"
3 WALL COMPONENTS REF
SCALE : 3/4" = 1'-0" FOR INFORMATION ONLY (SEE DETAIL 2/AS-501)
1. SEE SHEET A-001 FOR ARCHITECTURAL GENERAL NOTES,
GENERAL RESTORATION NOTES, AND STONEWORK
RESTORATION NOTES.
2. SEE SHEETS AP-100 AND 101 FOR WALL RESTORATION SOW.
3. SEE SHEETS AS-501 & AS-502 FOR FENCE/WALL DETAILS.
4. THE TERM "POINT" IS USED TO INDICATE A LOCATION ALONG
THE WALL.
FINISHED
GRADE
FINISHED
GRADE
3 SCALE : 1/8" = 1'-0"
1 SCALE : 1/8" = 1'-0"
POINT D
FINISHED
GRADE
FINISHED
GRADE
WALL 4
POINT D
POINT E
POINT E
WALL 4 - NORTH ELEVATION
M
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WALL 4 - NORTH ELEVATION
WALL 4 - NORTH ELEVATION
WALL 4 - NORTH ELEVATION
CAPSTONE
CAPSTONE
CAPSTONE
COPING STONE
CAPSTONE
STONE WALL
WALL 4 - SPALLING CAPSTONE
SCALE : NOT TO SCALE FOR INFORMATION ONLY (SEE ELEVATION 1 /AS-203 AND 3 /AS-204)
WALL 4 - SPALLING CAPSTONE
SCALE : NOT TO SCALE FOR INFORMATION ONLY (SEE ELEVATION 1 /AS-203 AND 4 /AS-204)5 6
SEE 6/AS-204 FOR
DETAILS
SEE 6/AS-203 FOR
DETAILS
SEE 5/AS-204 FOR
DETAILS
1. SEE HISTORIC PRESERVATION NOTES ON HP-101
1. SEE HISTORIC PRESERVATION NOTES ON HP-101
SEE 5/AS-203 FOR
DETAILS
BID SET
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PRIME CONSULTANT
WALL SEGMENT 5
WEST ELEVATION
AS-205
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
Richard Grubb & Associates, Inc.
Cultural Resource Consultants
Correct FCA Deficiencies
NOT TO SCALE
KEY
2 SCALE : 1/8" = 1'-0"
3 WALL COMPONENTS REF
SCALE : 3/4" = 1'-0" FOR INFORMATION ONLY (SEE DETAIL 2/AS-501)
FINISHED
GRADE
FINISHED
GRADE
3 SCALE : 1/8" = 1'-0"
1 SCALE : 1/8" = 1'-0"
POINT F
FINISHED
GRADE
POINT F
M
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WALL 5 - WEST ELEVATION
WALL 5 - WEST ELEVATION
WALL 5 - WEST ELEVATION
POINT E
WALL 5
POINT E
1. SEE SHEET A-001 FOR ARCHITECTURAL GENERAL NOTES,
GENERAL RESTORATION NOTES, AND STONEWORK
RESTORATION NOTES.
2. SEE SHEETS AP-100 AND 101 FOR WALL RESTORATION SOW.
3. SEE SHEETS AS-501 & AS-502 FOR FENCE/WALL DETAILS.
4. THE TERM "POINT" IS USED TO INDICATE A LOCATION ALONG
THE WALL.
CAPSTONE
CAPSTONE
CAPSTONE
CAPSTONE
STONE WALL
EXISTING CONCRETE PIER. TYPICAL
4 SCALE : NOT TO SCALE
WALL 5 - VEHICLE GATES
1. GATES ARE TO BE CAREFULLY REMOVED FROM ATTIC STORAGE AND PROFESSIONALLY
RESTORED.
2. SEE HP-501 FOR CONSERVATION NOTES.
3. CONTRACTOR IS TO PROVIDE WOODEN CRATES FOR LONG-TERM STORAGE.
SCALE : NOT TO SCALE
1. SEE HISTORIC PRESERVATION NOTES ON HP-101
5 WALL 5 - MISSING MORTAR
SEE 5/AS-205 FOR
DETAILS
SEE 4/AS-205 FOR
VEHICLE GATE
DETAILS
BID SET
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PRIME CONSULTANT
WALL SEGMENT 6
AS-207
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
Richard Grubb & Associates, Inc.
Cultural Resource Consultants
Correct FCA Deficiencies
NOT TO SCALE
KEY
2 SCALE : 1/8" = 1'-0"
3 WALL COMPONENTS REF
SCALE : 3/4" = 1'-0" FOR INFORMATION ONLY (SEE DETAIL 2/AS-501)
FINISHED
GRADE
FINISHED
GRADE
3 SCALE : 1/8" = 1'-0"
1 SCALE : 1/8" = 1'-0"
POINT F
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E M
M
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L
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E M
WALL 6 - SOUTH ELEVATION
WALL 6 - NORTH ELEVATION
WALL 6 - NORTH ELEVATION
POINT G
1. SEE SHEET A-001 FOR ARCHITECTURAL GENERAL NOTES,
GENERAL RESTORATION NOTES, AND STONEWORK
RESTORATION NOTES.
2. SEE SHEETS AP-100 AND 101 FOR WALL RESTORATION SOW.
3. SEE SHEETS AS-501 & AS-502 FOR FENCE/WALL DETAILS.
4. THE TERM "POINT" IS USED TO INDICATE A LOCATION ALONG
THE WALL.
POINT G
WALL 6
4 SCALE : 1/8" = 1'-0"
WALL 6 - SOUTH ELEVATION
M
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C H
L
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E N
POINT F
POINT G
POINT F
FINISHED
GRADE
FINISHED
GRADE
CAPSTONE
CAPSTONE
CAPSTONE
CAPSTONE
CAPSTONE
STONE WALL
SCALE : NOT TO SCALE5 WALL 6 - CRACKED CAPSTONE
SEE 5/AS-207 FOR
DETAILS
SEE 5/AS-207 FOR
DETAILS
1. SEE HISTORIC PRESERVATION NOTES ON HP-101
BID SET
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PRIME CONSULTANT
WALL SEGMENT 6
AS-208
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
Richard Grubb & Associates, Inc.
Cultural Resource Consultants
Correct FCA Deficiencies
NOT TO SCALE
KEY
2 SCALE : 1/8" = 1'-0"
3 WALL COMPONENTS REF
SCALE : 3/4" = 1'-0" FOR INFORMATION ONLY (SEE DETAIL 2/AS-501)
FINISHED
GRADE
FINISHED
GRADE
3 SCALE : 1/8" = 1'-0"
1 SCALE : 1/8" = 1'-0"
M
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C H
L
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E P
M
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C H
L
IN
E O
M
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C H
L
IN
E O
WALL 7 - WEST ELEVATION
WALL 7 - EAST ELEVATION
WALL 7 - EAST ELEVATION
POINT A
1. SEE SHEET A-001 FOR ARCHITECTURAL GENERAL NOTES,
GENERAL RESTORATION NOTES, AND STONEWORK
RESTORATION NOTES.
2. SEE SHEETS AP-100 AND 101 FOR WALL RESTORATION SOW.
3. SEE SHEETS AS-501 & AS-502 FOR FENCE/WALL DETAILS.
4. THE TERM "POINT" IS USED TO INDICATE A LOCATION ALONG
THE WALL.
POINT G
4 SCALE : 1/8" = 1'-0"
WALL 7 - WEST ELEVATION
M
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C H
L
IN
E P
POINT G
POINT A
POINT G
FINISHED
GRADE
FINISHED
GRADE
WALL 7
POINT A
CAPSTONE
CAPSTONE
CAPSTONE
CAPSTONE
CAPSTONE
STONE WALL
BID SET
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PRIME CONSULTANT
FENCE/WALL DETAILS - 1
AS-501
CAPSTONE;
RESET DISPLACED CAPSTONES
WITH APPROPRIATE MORTAR.
SE…
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