S02 01 from 833CM3030_CNNC FCA Corrections_CONS_BD DRAWINGS_VOL 1_05212026 1.pdf

N C A

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EMETERY

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© 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 7, 2026

Bid Set

Camp Nelson National Cemetery Nicholasville, Kentucky

Correct FCA Deficiencies Project Number: 833CM3030

VICINITY MAP

COVER SHEET

GI-001

INDEX OF SHEETS

CONSULTANTS

ARCHITECT/ENGINEER OF RECORD:

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

CALL BEFORE YOU DIG

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PRIME CONSULTANT

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CONSULTANTS

GENERAL NOTES

GI-002

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

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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 7, 2026

Bid Set

1. PROVIDE A MINIMUM OF 6" OF TOPSOIL IN ALL TURF AREAS AND PLANTING BEDS.

2. FINISHED GRADES ARE ACHIEVED AFTER INSTALLATION OF COMPACTED TOPSOIL OR ASPHALT PAVING.

3. UNIFORMLY GRADE ALL GRADES SMOOTHLY WITH GENTLE ROUNDING/SHAPING OF ALL AFFECTED LAND

SURFACES.

4. SCARIFYING OVER UTILITY LINES MAY BE ELIMINATED, IF IN THE OPINION OF THE COR, A HAZARDOUS

SITUATION EXISTS.

5. PROVIDE AN INDEPENDENT TESTING AND INSPECTION LABORATORY TO PERFORM ALL COMPACTION TESTS.

REFER TO GEOTECHNICAL ENGINEERING REPORT FOR REQUIRED FREQUENCY OF TESTING. PERFORM A SUFFICIENT NUMBER OF TESTS TO ENSURE THAT BACKFILLED AREAS MEET ESTABLISHED REQUIREMENTS.

6. DO NOT USE FROZEN MATERIAL FOR FILL MATERIAL. SUSPEND GRADING OPERATIONS IF FROZEN

EXCAVATION OR A BLANKET OF FROST IS ENCOUNTERED.

1. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE SECRETARY OF INTERIOR STANDARDS FOR HISTORIC PRESERVATION AND THE NATIONAL PARKS SERVICE HISTORIC PRESERVATION GUIDELINES.

2. REVIEW THE BASIS OF DESIGN NARRATIVE PRIOR TO START OF WORK.

3. VISIT THE SITE TO DETERMINE ACCESS REQUIREMENTS AND OTHER CONDITIONS THAT MAY AFFECT EXTENT

AND PERFORMANCE OF THE WORK PRIOR TO SUBMITTING BID. NO ADJUSTMENT TO CONTRACTOR'S FEES

SHALL BE PROVIDED FOR CONDITIONS THAT EXISTED AT TIME OF BID.

4. COMPLY WITH REQUIREMENTS OF KENTUCKY 811 TO LOCATE AND MARK UTILITIES IN ADVANCE OF

EXCAVATION.

5. PRESERVE ALL GRID MONUMENTS. RE-ESTABLISH ANY AFFECTED BY CONTRACTOR BY A KENTUCKY STATE

LICENSED LAND SURVEYOR IN ACCORDANCE WITH STATE LAWS AT CONTRACTOR'S EXPENSE.

6. PROTECT ALL TREES & SHRUBS NOT SPECIFICALLY IDENTIFIED FOR REMOVAL.

7. LOCATE CONTRACTOR'S TEMPORARY OFFICE(S), FACILITIES, PARKING, STORAGE, ETC. AT CONTRACTOR'S YARD. ALL GENERAL CONSTRUCTION & DELIVERY TRAFFIC SHALL ACCESS THE CONTRACTOR'S YARD DIRECTLY AND SOLELY BY MEANS INDICATED. LIMIT TRANSIT ON CEMETERY ROADS TO DISCRETE WORK AREAS WHEN SCHEDULED WORK IS OCCURRING, AS WELL AS SHORT-TERM STORAGE OF UP TO 10 CALENDAR DAYS, MAY OCCUR AT DISCRETE WORK AREAS, SUBJECT TO APPROVAL OF CONTRACTOR'S PROPOSED CONSTRUCTION SEQUENCING PLAN. ALL OTHER USE OF CEMETERY PROPERTY IS PROHIBITED, UNLESS SPECIFICALLY

APPROVED IN WRITING BY THE COR NOT LESS THAN 7 DAYS IN ADVANCE.

8. MAINTAIN SITE DRAINAGE.

9. PROPOSED SIDEWALKS SHALL NOT EXCEED 1.75% CROSS-SLOPE OR 4.75% LONGITUDINAL SLOPE.

10. ALL WORK SHALL CONFORM TO THE PROVISIONS OF ALL APPLICABLE ORDINANCES, REGULATIONS, AND ADOPTED STANDARDS OF THE NATIONAL CEMETERY ADMINISTRATION, THE FEDERAL GOVERNMENT, AND

STATE OF KENTUCKY, UNLESS WAIVED AND/OR MODIFIED UNDER SEPARATE APPLICATION.

11. EXISTING UTILITY SERVICE LINES & APPURTENANCES ARE TO REMAIN IN PLACE & IN OPERATION UNLESS PLANS SPECIFICALLY CALL FOR THEIR ADJUSTMENT. IF UTILITY INTERRUPTIONS ARE REQUIRED FOR EXECUTION OF WORK, MINIMIZE INTERRUPTION AND NOTIFY COR PER REQUIREMENTS OF 01 00 02. DO NOT PROCEED WITHOUT COR'S WRITTEN APPROVAL. PROVIDE TEMPORARY SYSTEMS AND SERVICES INTERRUPTIONS AFFECTING OR POTENTIALLY AFFECTING ADMINISTRATION BUILDING. REFER TO 01 00 02

FOR ADDITIONAL REQUIREMENTS.

12. EXISTING UTILITIES SHOWN REPRESENT THE BEST INFORMATION OBTAINABLE FOR DESIGN. LOCATIONS ARE NOT GUARANTEED & SOME ITEMS MAY NOT BE INDICATED. VERIFY IN FIELD. CONTRACTOR SHALL BEAR EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES DAMAGED DURING WORK. COORDINATE WORK WITH

ALL UTILITY COMPANIES PRIOR TO PROSECUTION OF WORK.

13. COORDINATE BOTH WORK DIRECTLY RELATED TO AND ADJACENT TO EXISTING COMMITTAL SERVICE SHELTER NOT LESS THAN 10 DAYS PRIOR TO PROPOSED WORK TO LIMIT IMPACT ON CEMETERY SERVICES AND VISITORS. CONTROL TRUCK AND EQUIPMENT OPERATION & TRANSIT TO PREVENT DISTURBANCE TO FUNERAL SERVICES, CORTEGE PARKING, PROCESSIONS, AND OTHER FUNERAL ACTIVITY AS DIRECTED BY COR.

14. ALL MATERIAL NOT INDICATED FOR SALVAGE AND REUSE ON PROJECT, INCLUDING EXCESS EXCAVATED MATERIAL, OVERBURDEN, DEBRIS, RUBBLE, WASTE, AND SURPLUS MATERIALS, SHALL BE REMOVED FROM

THE SITE.

GENERAL NOTES

SITE GRADING

1. PROVIDE A CONSTRUCTION TRAFFIC CONTROL PLAN IN ACCORDANCE WITH USE OF ROADWAYS, 01 00 02 FOR COR'S REVIEW NOT LESS THAN SEVEN DAYS PRIOR TO WORK. COR'S APPROVAL IS REQUIRED PRIOR TO

COMMENCING AFFECTED WORK.

2. DO NOT BLOCK ROADS AND SIDEWALKS. PROVIDE FLAGGERS AND SIGNAGE WHEN ENTERING AND EXITING SITE; COMPLY WITH ALL APPLICABLE NEW YORK CITY DEPARTMENT OF TRANSPORTATION, DEPARTMENT OF

PARKS RECREATION, AND OTHER APPLICABLE TRAFFIC CONTROL REGULATIONS.

3. MAINTAIN CONSTANT VEHICULAR AND PEDESTRIAN ACCESS ON TO THE MAINTENANCE BUILDING AND ALL CEMETERY ROADS AT ALL TIMES. REQUESTS FOR SINGLE LANE CLOSURES SHALL BE SUBMITTED TO THE COR FOR APPROVAL IN THE CONSTRUCTION TRAFFIC CONTROL PLAN. SINGLE LANE CLOSURES AND USE OF FLAGGERS IS POTENTIALLY ACCEPTABLE, PENDING COR'S APPROVAL OF CONSTRUCTION TRAFFIC CONTROL

PLAN.

4. PROVIDE FLAGGERS WHEN CROSSING, ENTERING, AND WORKING IN AND ADJACENT TO CEMETERY ROADS.

MAINTAIN AT LEAST ONE OPEN LANE AT ALL TIMES, UNLESS SPECIFICALLY APPROVED IN WRITING BY COR.

PROVIDE ADEQUATE TRAFFIC CONTROL MEASURES TO SAFELY WARN AND ROUTE VEHICULAR AND

PEDESTRIAN TRAFFIC, AND AS DIRECTED BY COR. THIS MAY INCLUDE BARRICADES, SIGNAGE, ETC., AS WELL

AS LIGHTS AND FLAGGERS DURING CEMETERY HOURS OF OPERATION.

5. COORDINATE WITH THE CITY OF NICHOLASVILLE TO CLOSE THE STREET SIDEWALK WHILE WORK IS ACTIVELY

OCCURRING ON OR ADJACENT TO THE CEMETERY WALL. CONTRACTOR IS RESPONSIBLE FOR AN

APPLICATION, SCHEDULE IMPACTS, AND FEES/COSTS ASSOCIATED WITH SUCH CLOSURES.

6. ALL TRAFFIC AND PEDESTRIAN CONTROL DEVICES AND MARKINGS, INCLUDING CONSTRUCTION SIGNAGE, SHALL CONFORM TO THE LATEST EDITIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES &

THOSE OF KENTUCKY DOT'S CONSTRUCTION STANDARDS AND DETAILS, AT A MINIMUM.

7. DIRECTOR'S ADMINISTRATION BUILDING IS AN OCCUPIED PRIVATE OFFICE THAT SHALL REMAIN SO THROUGHOUT THE PROJECT. DO NOT BLOCK PEDESTRIAN OR VEHICULAR ACCESS TO AND FROM THE

BUILDING AT ANY TIME.

MAINTENANCE OF TRAFFIC

1. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS (COLUMBARIUM WALLS). CONTRACTOR SHALL OBTAIN THE SCHEDULE FOR THE NEXT DAY SERVICES PRIOR TO THE CLOSE OF BUSINESS EACH DAY. ALLOWABLE WORK TO BE DETERMINED BY THE CEMETERY

DIRECTOR.

2. BECAUSE OF THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END OF EACH DAY OR

MORE FREQUENTLY AS REQUIRED.

3. THE CONTRACTORS STAFF AND SUBCONTRACTORS STAFF SHALL NOT: DRESS IN SLEEVELESS SHIRTS OR SHORT PANTS. WEAR CLOTHING WITH INAPPROPRIATE LOGOS. PLAY MUSIC, TALK LOUD. PLACE PERSONAL ITEMS ON

HEADSTONES. LEAN AGAINST OR SIT ON HEADSTONES.

4. THE EFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE

SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS.

5. MAINTAIN DISTANCE AND DO NOT STORE ANY MATERIALS ON EXISTING COLUMBARIUM WALLS OR PLAZA

FLATWORK.

6. LIMIT TRANSIT ON CEMETERY ROADS TO DISCRETE WORK AREAS WHEN SCHEDULED WORK IS OCCURRING, MAY OCCUR, SUBJECT TO COR'S APPROVAL OF CONTRACTOR'S PROPOSED CONSTRUCTION SEQUENCING PLAN.

TRANSIT THROUGH BURIAL SECTIONS SHALL BE LIMITED TO FOOT TRAFFIC, WHEELBARROWS, AND GEORGIA BUGGIES. ALL OTHER USE OF CEMETERY PROPERTY IS PROHIBITED, UNLESS SPECIFICALLY APPROVED IN WRITING

BY THE COR NOT LESS THAN 7 DAYS IN ADVANCE.

CODE OF CONDUCT

1. BURIAL ACTIVITIES TAKE PRECEDENCE OVER CONSTRUCTION ACTIVITIES. COOPERATE & COORDINATE WITH CEMETERY DIRECTOR & COR TO ARRANGE CONSTRUCTION SCHEDULE TO MINIMIZE INTERFERENCE WITH CEMETERY ACTIVITIES IN AND ADJACENT TO BURIAL AREAS & PROCESSIONS. CONSTRUCTION NOISE SHALL NOT DISTURB COMMITTAL SERVICES & ACTIVITIES. TRUCKS, EQUIPMENT, AND WORKERS SHALL NOT PASS

THROUGH OR NEAR SERVICE AREAS DURING SERVICES.

2. THE FOLLOWING SHALL BE SUBMITTED TO AND APPROVED BY COR PRIOR TO COMMENCEMENT OF WORK:

a. CONSTRUCTION SEQUENCING PLAN & PROJECT SCHEDULE. INCLUDE PLANS INDICATING PROPOSED SHORT-TERM STORAGE LOCATIONS AT AND CONSTRUCTION ACCESS TO EACH DISCRETE AREA OF WORK.

b. DETAILED SCHEDULE FOR COMMITTAL SERVICE SHELTER CONSTRUCTION AND TURNOVER. WORK

DURATION SHALL NOT EXCEED 45 CALENDAR DAYS.

c. DETAILED SCHEDULE FOR FLAGSTONE SIDEWALK REPAIRS, INCLUDING EXISTING US FLAGPOLE

FOOTING. WORK DURATION SHALL NOT EXCEED 15 CALENDAR DAYS.

d. REMAINING SCOPE ITEMS.

3. COORDINATE ALL ACTIVITIES WITH APPROPRIATE AGENCIES HAVING JURISDICTION. APPLY FOR AND OBTAIN

ALL NECESSARY PERMITS & LICENSES PRIOR TO SCHEDULED COMMENCEMENT OF WORK. COMPLY WITH ALL FEDERAL, STATE, AND LOCAL ORDINANCES, LAWS, OR REGULATIONS APPLICABLE TO PERFORM THE WORK.

3. OBTAIN APPROVAL FROM ALL NEIGHBORING LAND OWNERS PRIOR TO ACCESSING LAND AS NECESSARY .

4. LOCATE & PROTECT ALL UTILITIES FROM DAMAGE, INCLUDING UNDERGROUND UTILITIES, WHETHER INDICATED OR NOT. DO NOT BEGIN EXCAVATION IN AREA OF UTILITIES UNTIL ALL SUCH UTILITIES HAVE BEEN LOCATED AND IDENTIFIED. PROCEED WITH EXTREME CARE TO AVOID ANY POSSIBILITY OF DAMAGE.

5. RETAIN A PRIVATE UNDERGROUND LOCATOR TO IDENTIFY & MARK UTILITIES NOT MARKED ABOVE & ALL EXISTING IMPROVEMENTS BELOW GRADE WITHIN & ADJOINING WORK AREAS. WALK EACH WORK AREA WITH COR AND ADJUST NEW WORK TO AVOID CONFLICTS, DAMAGE, OR INTERRUPTIONS OF UTILITIES &

CEMETERY OPERATIONS, AS DIRECTED BY COR.

6. REMOVE ALL MARKINGS UPON COMPLETION OF WORK OR AS DIRECTED BY COR.

7. INSTALL TEMPORARY CONSTRUCTION FENCING, TREE PROTECTION MEASURES, AND EROSION & SEDIMENT CONTROLS WHERE WORK WILL BE PERFORMED PRIOR TO START OF WORK IN EACH RESPECTIVE AREA.

INSPECT & MAINTAIN DAILY THROUGHOUT CONSTRUCTION UNTIL PROJECT IS ACCEPTED.

8. COMPLETE DEMOLITION FOR AREAS WHERE WORK WILL BE PERFORMED IMMEDIATELY PRIOR TO SAID

WORK.

CONSTRUCTION SEQUENCE

1. SEE HA-001 FOR HAZARDOUS MATERIALS ABATEMENT NOTES.

HAZARDOUS MATERIALS

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PRIME CONSULTANT

FCA_ID Building_No Function_Title system Subsystem Description

350915 3001 Maintenance Building Architectural Exterior Walls D

224598 3001 Maintenance Building Architectural Roof D 294977 3001 Maintenance Building Architectural Signage / Wayfindg D -Provide an exterior building identification sign.

224609 3001 Maintenance Building Electrical Fire Alarm D

283733 3001 Maintenance Building Electrical Lighting & Power D Replace T12 fluorescent fixtures with T8 or LED light fixtures.

350472 3001 Maintenance Building Electrical Lightning Protect D None. Perform risk analysis per NFPA 780.

350471 3001 Maintenance Building Electrical Site Security D

350917 3002 Maintenance Storage Building Architectural Accessibility D

224473 3002 Maintenance Storage Building Architectural Exterior Walls D

224474 3002 Maintenance Storage Building Architectural Fixed Equipment D

224475 3002 Maintenance Storage Building Architectural Interior Finish/Door D

350916 3002 Maintenance Storage Building Architectural Interior Finish/Door D

The public mens and womens restroom are fully accessible. -The restroom entry doors substantially meet requirements. -Accessible restrooms are provided for the public. - Accessible lever style door hardware is provided for the public restroom. -NCA privacy standards are provided in the public restrooms. Restrooms have been shut down.

224476 3002 Maintenance Storage Building Architectural Life Safety D

-Provide emergency battery exit lights, exit signage, panic hardware and fire alarm to comply with life safety code for the occupancy.

224477 3002 Maintenance Storage Building Architectural Roof D

-The asphalt shingled roof is in poor condition. Replace 2000 -2200 sf of asphalt roof - Prefinished sheet metal gutters and downspouts are in poor condition. Clean 125-130 lf of gutters and 3-4 downspouts. -The metal roof coping and flashings are in poor condition.

Replace the coping and flashings with the new roof.

294978 3002 Maintenance Storage Building Architectural Signage / Wayfindg D -Provide an exterior building identification sign.

224478 3002 Maintenance Storage Building Architectural Windows D

-Replace existing double hung, single pane wood windows with new vinyl double hung windows with insulating glass.

350477 3002 Maintenance Storage Building Electrical Emerg Elec Sys. D Provide LED exit and emergency egress fixtures.

224494 3002 Maintenance Storage Building Electrical Fire Alarm D

Residential smoke detectors in poor condition. Recommend providing new addressable fire alarm system, including ADA A/V devices and smoke detectors, connected to station-wide system.

283749 3002 Maintenance Storage Building Electrical Lighting & Power D Replace T12 fluorescent fixtures with T8 or LED light fixtures.

350476 3002 Maintenance Storage Building Electrical Lightning Protect D None. Perform risk analysis per NFPA 780.

284811 3002 Maintenance Storage Building

Information Technology Inside Cable Plant (ICP) D Phone lines do not work. Provide working phone system. No photo available.

283750 3002 Maintenance Storage Building Mechanical Refrigeration Equip D

3-ton Tempstar condensing unit installed in 2005; poor condition. Unit utilises R22 which has been phased out of service. Replace system.

-Clean the exterior trim including the fascia and soffit which has algae and is in poorcondition. Clean 125-150 lf of fascia and gutter. -Clean the efflorescence staining from 10%-

15% of the masonry CMU on the exterior walls. -Replace the corrugated lean to additionadded to the building. Replace the wood columns and corrugated roof and siding panels.

-The asphalt shingle roof is in poor condition. Replace 100 sf of damaged asphalt shingles.

-Prefinished sheet metal gutters and downspouts are in poor condition. Clean 100-125 lf of gutters and 3-4 downspouts.

Residential smoke detectors in poor condition. Recommend providing new addressable fire alarm system, including ADA A/V devices and smoke detectors, connected to station-wide system.

Bosch security system with motion sensors, door contacts, and cameras, in poor condition.

Recommend providing new security system integrated with addressable fire alarm system.

An accessible water cooler is not provided. -Accessible Showers are not provided in the employee locker room and restroom. Locker room fixtures and public toilets have been shut down due to under capable utility support. Recommend removing if not being used.

The workshop cabinets and countertops are in fair condition. Lockers to be cleared out of secondary locker room due to non accessibility into room.

-Repaint all interior gypsum board walls and ceilings, along with refinishing of all the interiordoors and frames. -Renovate the employee locker and restrooms.

-The exterior masonry brick walls are in poor condition. Rake and re-point 20%-25% of the exterior masonry brick. -The exterior wood doors and frames are in poor condition. Replace the rusting steel frames at the restroom doors. Replace the rotted wood frames at the base of the overhead roll down garage doors. -The exterior wood trim, soffits and fascia are in poor condition. Scrape, prep and repaint 80-90 lf of wood trim. -Scrape and repaint the 2-3sliding barn doors and frames. -Rake and repoint or remove the masonry brick chimney if unused.

-Scrape, prep and repaint the steel window and door lintels.

Condi-tion

FCA

Risk Level

350602 3002 Maintenance Storage Building Plumbing Fixtures / Piping D

Fixtures and piping in old public restrooms upgraded in 2012; poor condition. Fixtures are not used as new maintenance building has new RR and operation of these fixtures with new RR causes pressue issues. Recomend full removal of unused fixtures. (1) man urinal, (1) manual WC, (1) manual lavs, (1) shower.

350603 3002 Maintenance Storage Building Plumbing Fixtures / Piping D Eyewash is served by cold water only. Provided tepid water.

350939 5001 Flagpole (POW/MIA) Access Accessibility D -Remove the concrete pavers to the POW MIA Flagpole and provide an accessible sidewalk to the base of the flagpole.

350941 5001 Flagpole (POW/MIA) Access Curb & Gutter D -Provide curb and gutter at the POW MIA Flagpole to contain the landscaping material.

Provide a curb cut to provide access to the base of the POW MIA Flagpole

350942 5001 Flagpole (POW/MIA) Access Landscaping D -The landscaping at the POW MIA Flagpole is poor. Provide turf and additional landscaping to enhance the area.

350943 5001 Flagpole (POW/MIA) Access Roads D -The roads at the POW MIA Flagpole are in poor condition. Seal the cracks and mill and re-surface 2500-3000 s.f. of roadway and the circle at the POW MIA Flagpole.

350944 5001 Flagpole (POW/MIA) Access Walks D

-Provide a sidewalk to the POW MIA flagpole. See accessibility for costs. Sidewalk is not needed to change the POW flag. Condition updated from D to N/A. REF: Monday, September 16, 2019 9:58 AM e-mail and attachment from Southeast District Engineer Vic Jones.

350945 5001 Flagpole (POW/MIA) Access Wayfinding D -Provide an exterior identification sign and wayfinding to the POW MIA flagpole.

350905 5G01 Main Front Entry Gate Access Fencing D

'-Several of the new 6 foot high metal fence base rails at the new front entry gate to the new cemetery section have a peeling plastic coating and are in poor condition. Replace 23 fence sections and 15 base rails.

350911 5G01 Main Front Entry Gate Access Monuments/Memorial D -The wrought iron hinged gates at the new main front entry gate are rusting and peeling.

Scrape, prep and repaint the wrought iron hinged gates

350909 5G01 Main Front Entry Gate Access Wayfinding D -Upgrade the signage and wayfinding at the new front entry gate to direct the public to the administration building and the various features at the cemetery.

224418 CNNew1 Equipment Storage Building Architectural Exterior Walls D Honed CMU walls are in fair condition - Remove panel sided soils area.

350877 CNNew1 Equipment Storage Building Architectural Interior Finish/Door D Provide an attic access panel into the attic space at the mezzanine level.

295144 CNNew1 Equipment Storage Building Architectural Signage / Wayfindg D -Provide an exterior building identification sign.

224432 CNNew1 Equipment Storage Building Electrical Emerg Elec Sys. D Replace failed exit lights with LED exit lights.

224434 CNNew1 Equipment Storage Building Electrical Fire Alarm D

Residential smoke detectors in poor condition. Recommend providing new addressable fire alarm system, including ADA A/V devices and smoke detectors, connected to station-wide system.

283759 CNNew1 Equipment Storage Building Electrical Lighting & Power D Replace T12 fluorescent fixtures with T8 or LED light fixtures.

350498 CNNew1 Equipment Storage Building Electrical Lightning Protect D None. Perform risk analysis per NFPA 780.

283757 CNNew1 Equipment Storage Building Electrical Secondary Dist. D

Square D 100A-2P 240/120V load center in poor condition. Load center shows signs of infestation and is missing its WP coverplate.

224442 CNNew2 Spoils Storage Architectural Exterior Walls D

-The Prefinished metal siding panels are in very poor condition. -The metal siding panels are heavily dented and damaged by heavy equipment on the sides and rear. -Remove and replace the pre-manufactured metal building that contains spoils. Provide sufficient areas for equipment access.

350871 CNNew2 Spoils Storage Architectural Interior Finish/Door D

-The interior finishes including the concrete floor, exposed metal wall and roof panels, plywood protection panels are in very poor condition. -Remove and replace the metal building that contains spoils. Provide sufficient areas for equipment access. (See exterior walls for costs.)

224447 CNNew2 Spoils Storage Architectural Roof F The steel framed prefabricated building supporting a steel framed roof is in fair condition.

One truss is bent and needs repair.

350873 CNNew2 Spoils Storage Architectural Signage / Wayfindg F -Provide an exterior building identification sign.

350870 CNNew2 Spoils Storage Structural Vertical Members D

Steel framed prefabricated building supporting Steel framed open web joists is in poor condition. -Remove and replace the metal building that contains spoils. Provide sufficient areas for equipment access. (See exterior walls for costs.)

406407 CNNew3

Public Restroom/Breakroom/ Wash bay Architectural Accessibility D

The business occupancy structure is accessible to the public. Staff restrooms and showers are not accessible.

406414 CNNew3

Public Restroom/Breakroom/ Wash bay Architectural Signage / Wayfindg D -Provide an exterior building identification sign.

406417 CNNew3

Public Restroom/Breakroom/ Wash bay Electrical Emerg Elec Sys. D Replace failed exit lights with LED exit lights

406420 CNNew3

Public Restroom/Breakroom/ Wash bay Electrical Lighting & Power D Replace T12 fluorescent fixtures with T8 or LED light fixtures.

406421 CNNew3

Public Restroom/Breakroom/ Wash bay Electrical Lighting & Power D None. Perform risk analysis per NFPA 780.

350880 HA-1

Original stone posts & Iron Pedestrial Gates at Or Access Curb & Gutter D

-Provide curb and gutter at the old historic entry gate into the older historic section of the cemetery. (700-800 lf)

350885 HA-1

Original stone posts & Iron Pedestrial Gates at Or Access Monuments/Memorial D

-The wrought iron hinges at the old entry gate are in poor condition. -The wrought iron gates have been removed and are stored in the attic of Building HA-2 (Horse Stall Building Storage.) - Investigate the extent of the damage from an historic conservator to describe the amount of damage and recommend corrective action to be performed to restore the older historic gates.

350886 HA-1

Original stone posts & Iron Pedestrial Gates at Or Access Monuments/Memorial D

-The masonry piers at the entry gate to the older historic section of the cemetery are damaged and in poor condition. Previous repair to the masonry piers were poorly done. - Investigate the extent of the damage from an historic conservator to describe the amount of damage and recommend corrective action to be performed to restore the older historic masonry piers.

350887 HA-1

Original stone posts & Iron Pedestrial Gates at Or Access Monuments/Memorial D

-The wrought iron pedestrian gates, hinges and lock set on both sides of the main entry gate are in poor condition. The paint is peeling and the gates are rusting. -Investigate the extent of the damage from an historic conservator to describe the amount of damage and recommend corrective action to be performed to restore the older historic pedestrian gates.

350884 HA-1

Original stone posts & Iron Pedestrial Gates at Or Access Perimeter Walls D

-The masonry stone perimeter wall at the older front entry gate is in poor condition. See costs and comments under Perimeter Walls.

350883 HA-1

Original stone posts & Iron Pedestrial Gates at Or Access Roads D

-The concrete roads at the older front entry gate at the older section of the cemetery near the Administration Building 2101 are cracked and damaged and in poor condition. (Replace 2000 sf of concrete paving.)

290437 HA-12

Bivouac of the Dead Tablet

Monuments & Memorials Surfaces D

The paint on the post is chipped and the bolts on the plaque are not painted. Repaint the post and paint the bolts.

290442 HA-13

Cemetery Name Entrance Plaque

Monuments & Memorials Structural Integrity D

Plaque is securely mounted. Two rosette bolt covers missing. Two bolt covers loose. Reattach and secure to plaque. Replace missing bolt covers. Deficiency corrected In-House Nov 2017.

Condition updated from D to N/A. REF: Wed 5/22/2019 10:49 AM e-mail and attachments from Southeast District Engineer, Tom Ritz. Response to BY2019 Financial Reporting Requirements for Deferred Maintenance- ACTION REQUIRED - SE District. (Parent/Satellite Cemetery FCA Deficiencies)

243312 HA-2

Horse Stall Building/Storage Architectural Exterior Walls D

-Repair the cracked and failing exterior masonry brick at the corners and repoint 75% of exterior masonry brick mortar joints. -The exterior wood doors and frames are in poor condition. Replace the rotten wood frames at the exterior exit door. Replace the rotted wood frames at the overhead roll down garage door. -The exterior wood trim, soffits and fascia are in poor condition. Scrape, prep and repaint 90-125 lf of wood trim. -Clean the stained precast concrete window sills. (4-5 sills)

243314 HA-2

Horse Stall Building/Storage Architectural Interior Finish/Door D

-The Interior finishes including the painted brick walls, concrete floor, exposed wood framing and wood roof deck are in poor condition. -Scrape, prep and repaint the interior brick walls.

(700-800 sf of brick) -Clean the concrete slab and seal the concrete. (450-500 sf)

243316 HA-2

Horse Stall Building/Storage Architectural Roof D

The asphalt shingle roof is in poor condition. Replace 500-500 sf of asphalt shingle) Repair ice damage to roof. -Prefinished sheet metal gutters and downspouts are in poor condition.

Clean the gutters and replace 2 damaged downspouts. -The metal roof coping and flashings are in poor condition and due to be replaced with the roof.

295143 HA-2

Horse Stall Building/Storage Architectural Signage / Wayfindg D -Provide an exterior building identification sign.

243317 HA-2

Horse Stall Building/Storage Architectural Windows D

-The original double hung, single pane, wood windows are peeling and discolored and in poor condition. -Replace 8-10 older wood windows with energy efficient, historically accurate windows.

350480 HA-2

Horse Stall Building/Storage Electrical Fire Alarm D

Residential smoke detectors in poor condition. Recommend providing new addressable fire alarm system, including ADA A/V devices and smoke detectors, connected to station-wide system.

Horse Stall

350479 HA-2

Horse Stall Building/Storage Electrical Lightning Protect D None. Perform risk analysis per NFPA 780.

243332 HA-2

Horse Stall Building/Storage Hazmat Asbestos D -Test for asbestos before any renovations to the building.

350891 HA-2

Horse Stall Building/Storage Hazmat Mold Remediation D -Test for Lead and mold before any renovations to the building.

249643 HA-4

Perimeter Wall - original 8- acre section Access Perimeter Walls D

-85%-90% of the capstones along the perimeter wall are in poor condition, have cracking and spalling stone and are delaminating. The cap stones have cracked and spalled due to standing water on the capstones and water infiltration into the masonry stone perimeter wall. The damaged capstones should be replaced/repaired and the joints re-pointed at the stone masonry perimeter wall.

350892 HA-4

Perimeter Wall - original 8- acre section Access Perimeter Walls D

-Remove the loose mortar and re-point 50% of the stone masonry perimeter wall along the older historic section of the national cemetery. (3400-3500 lf of perimeter stone wall).

284725 HA-7

Private non-military headstones (6 estimated)

Monuments & Memorials Joints D

The joints in the headstones are in poor condition. They are all open. Repoint joints with new mortar.

350895 HA-8 Flagpole Access Monuments/Memorial D -The ornamental top is broken and in poor condition. Replace the ornamental top piece -Flag lanyard and pulleys are in poor condition. Replace the flagpole pulley mechanism.

407566 HA-8 Flagpole Access Walks D -The sealer material around the walks at the flagpole are cracking and coming loose. Reseal 80 lf

350898 HA-8 Flagpole Access Wayfinding D -Provide an exterior signage and wayfinding on site to direct the public to the flagpole.

350496 HA-8 Flagpole Electrical Lighting & Power D Replace branch circuit wiring connection to (1) flag pole site lighting fixture.

284729 HA-9

Gettysburg Address Tablet

Monuments & Memorials Surfaces D

The surfaces are in poor condition. The paint is failing and causing the cast iron to corrode.

Strip the paint from the cast iron. Mechanically remove any active or loose corrosion. Prime with a rust-inhibitive primer. Repaint to match existing. Deficiency corrected In-House Nov 2017. Condition updated from D to N/A. REF: Wed 5/22/2019 10:49 AM e-mail and attachments from Southeast District Engineer, Tom Ritz. Response to BY2019 Financial Reporting Requirements for Deferred Maintenance- ACTION REQUIRED - SE District.

(Parent/Satellite Cemetery FCA Deficiencies)

155269 Site Site Level Conditions Access Accessibility D -The overall site accessibility is in good condition-Install two accessible parking spaces at the lodge.

155270 Site Site Level Conditions Access Curb & Gutter D

-Several asphalt roads do not have curb and gutter causing drainage problems, asphalt degrading and turf wear and tear. Lack of curb and gutter system makes the overall condition poor. Remove the concrete wheel stops -Repair 20lf of existing cracked curb and gutter. - Remove the wheel stops along the road from the large committal Shelter to the American Flagpole and provide 4000- 4500 LF of curb and gutter to control and direct drainage. Provide curb and gutter throughout the entire site including the historic cemetery site.

350952 Site Site Level Conditions Access Fencing D

-The barbed wire on the chain link fence behind the lodge and maintenance building is not positioned properly. Raise the barb wire to the correct position above fence. The chain link fence itself is in good condition.

350953 Site Site Level Conditions Access Fencing D

-The chain link fence along the northern perimeter of the site is in poor condition due to fence posts being knocked over and untethered to the fence. Repair or replace the 6 fence posts that are knocked over and tether all posts to the fence.

407567 Site Site Level Conditions Access Fencing D -The small gate on the southern metal fence is missing a lock. Replace the missing lock.

407568 Site Site Level Conditions Access Fencing D -80% of the metal fence posts and 40% of the fence sections along Route 27 are peeling and should be replaced.

350954 Site Site Level Conditions Access Landscaping D

-3000-4000 sf of turf is missing at a hillside in section M. Heavy rains erode the soil away to the spoils road. Provide turf to prevent future eroding of the soil. -Complete the installation of the turf at the headstones at the base the flagpole area. (2500-3000 sf)

407569 Site Site Level Conditions Access Landscaping D -Remove the dead root ball remnants of approximately 50 bushes along the main drive.

155273 Site Site Level Conditions Access Roads D Some sections of asphalt roads are in poor condition. Seal the cracks with asphalt crack filler.

The asphalt paving needs to be milled and repaved. Approximately 100,000-105,000 sf.

350874 Site Site Level Conditions Access Roads D -Pave the gravel road from route 27 to the spoils shed to reduce the runoff of the gravel from heavy rainstorms. (35,000 sf or paving)

350878 Site Site Level Conditions Access Roads D -Remove the cracked and damaged concrete at the Equipment storage building and behind the lodge and repave the roads and drive. (3600 sf)

407570 Site Site Level Conditions Access Roads D -The road around the catch basins near the commital shelter is sinking and should be replaced. (100 sf)

350508 Site Site Level Conditions Electrical Site Lighting D

Front entry wall: NCA Facilities requests (4) line voltage, ground mounted LED flood lights in place of solar lights. Provide lighting fixtures and associated utility power connection, including service lateral, meter, minimum 60A-2P WP 240/120V load center, feeder, and branch circuit wiring.

350596 Site Site Level Conditions Energy Storage Tank D

Building 2101 is served by a single walled fuel oil tank in an open containment trough. Trough is regularly monitored for water and leaks, but is not monitored electronically. Conversion to LP gas should be considered when boiler life is past.

350595 Site Site Level Conditions Energy Vehicle Fuel Station D Motor vehicle fuel tanks are not grounded for lightning protection.

350604 Site Site Level Conditions Sanitary Outflow D

Per site staff, Septic tank has broken baffles, roots are entering tank from broken clay pipe lines in leach field. The two original restrooms were taken offline after the installation of new restrooms.

350607 Site Site Level Conditions Storm Water Inlets D Storm inlet in historic area currently feeds to a dry well and area floods. A study for flooding prevention is needed.

407571 Site Site Level Conditions Storm Water Outflow D The outlets in Section X and between the power pole and maintenance building are missing grates to keep vermin out. Install two grates.

350606 Site Site Level Conditions Water Irrigation System D 14 of 16 spigots on site are failing and should be replaced.

407573 Site Site Level Conditions Water Irrigation System D The irrigation gate valve in Section W is missing its lid and should be replaced.

FCA_ID Building_No Function_Title system Subsystem Description Condi-tion

FCA

Risk Level FCA_ID Building_No Function_Title system Subsystem Description

Condi-tion

FCA

Risk Level

FCA LIST

GI-003

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

Bid Set Date

JANUARY 7, 2026

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PRIME CONSULTANT

TEMPORARY OFFICE SIGN

1"=1'-0"

Temporary Cemetery Office

2' -0

21 2" 2'

-0

C. PLAN

2"

3'-0"

A. FRONT ELEVATION

FG

B. SECTION

EQ.

POST; 2 x 6

CHARACTERS; 21

2"

HEIGHT HELVETICA

MEDIUM

COMPACTED

BACKFILL

NOTES:

1. FRAME & POSTS: DIMENSION LUMBER; PRESSURE TREATED ALSC HEM-FIR, ALSC DOUGLAS FIR-LARCH, OR

SPIB MIXED SOUTHERN PINE; S4S; SELECT STRUCTURAL; REFER TO SPECIFICATIONS

2. SIGN PANEL: 18" ALUMINUM SIGN BLANK; NO HOLES.

3. SIGN FACE: APPLIED EXTERIOR GRADE 4 MIL MIN. ADHESIVE VINYL W/ PRINTED DARK BROWN

BACKGROUND TO MATCH PAINT & WHITE PMS #454 CHARACTERS/GRAPHIC. ONE SIDE.

4. FINISH: FILL, SAND SMOOTH, PRIME & PAINT ALL VISIBLE WOOD SURFACES W/ EXTERIOR GRADE

PREMIUM LATEX; DARK BROWN TO MATCH EXISTING SITE SIGNAGE, AS DIRECTED BY COR.

5. PROVIDE FULL-SIZE PAPER MOCKUP FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.

6. FLAG LOCATION IN FIELD FOR COR'S REVIEW AND ADJUSTMENT PRIOR TO INSTALLATION.

7. REMOVE SIGN, REPAIR FINISHED GRADE, INSTALL TURF SOD PER SPECIFICATIONS, AS DIRECTED BY COR.

±1

3' -6

R 34 "

SIGN PANEL

FRAME; 2 x 4

EQ.

EQ

EQ

LS-301

11 2"

ENLARGEMENT

3" = 1'-0"

MORTISE

FRONT

C. PLAN

A. FRONT ELEVATIONB. SECTION

1 2" 1 2"

1/8"

1/ 8"

MORTISE

#10 x 4" COARSE

THREAD WOOD

SCREW (TYP.)

NOTES:

1. FASTENERS: HDG ASTM A153 OR POLYMER-COATED.

2. PREDRILL & COUNTERSINK ALL WOOD SCREWS.

SET SCREW; #8 x 23 4"

COARSE THREAD

WOOD SCREW (TYP.)

FASTENER

FR

O

N T

6" (T

YP

SC.1 - CONSTRUCTION SIGN

1"=1'-0"

2' -0

M

AX

4' -5

VA

RI

ES

" T O

6"

GENERAL NOTES:

1. ORIENT SIGN PARALLEL TO ADJACENT CURB OR EDGE OF PAVEMENT.

2. PRIME & PAINT ALL VISIBLE SURFACES.

3. ANCHOR SIGN COMPONENTS W/WOOD SCREWS & LAG BOLTS.

4. PROVIDE ADDITIONAL 2x4 CROSS-BRACING BEHIND SIGN AS NECESSARY & AS DIRECTED BY COR.

5. GRAPHIC & LETTERING: SURFACE APPLIED DIE-CUT VINYL OR SCREENED GRAPHICS.

6. FONT: HELVETICA BOLD.

B. SECTIONA. ELEVATION

CAMP NELSON NATIONAL CEMETERY

CORRECT FCA FACILITIES

GENERAL CONTRACTOR:

PRIME A/E FIRM: WALKER FEDERAL SERVICES

VA OFFICE OF DESIGN & CONSTRUCTION SERVICES

8'-0"

6' -0

1' -7

FG

EQ

EQ

31 2"

31 2"

6 x 6 POST

(TYP.)

CIP CONCRETE FOOTING AS

REQ'D BY SOIL CONDITIONS

FACE PANEL; EXTERIOR GRADE

MDO SHEET OR ALUMINUM

SKIN LAMINATED TO WOOD

OR PLASTIC CORE W/ EDGES

PHYSICALLY SEALED

2 x 4 FRAMING

(TYP.)

"NEW VA BLUE" BACKGROUND

W/ WHITE LETTERING

WHITE BACKGROUND W/ RED

SOLID FILL & WHITE LETTERING

WHITE 1'-6"

SC.2 - SAFETY SIGN

1"=1'-0"

A. ELEVATION B. SECTION

4'-0"

3' -0

3'

-0

4" 9"

0 0 0 THIS PROJECT HAS WORKED

WITHOUT A LOST TIME ACCIDENT

DAYS

THE LIFE YOU SAVE MAY BE YOUR OWN

<< GENERAL CONTRACTOR>>

11 2" 11 2"

3 4" 11 2"

4 x 4 POST

(TYP.)

CIP CONCRETE FOOTING AS

REQ'D BY SOIL CONDITIONS

FACE PANEL; EXTERIOR GRADE

MDO SHEET OR ALUMINUM SKIN

LAMINATED TO WOOD OR

PLASTIC CORE W/ EDGES

PHYSICALLY SEALED

2 x 4 FRAMING

(TYP.)

LS-301

CONSTRUCTION SIGN

(SIM.)

"NEW VA BLUE" BACKGROUND

W/ WHITE LETTERING

WHITE BACKGROUND W/ RED

SOLID FILL & WHITE LETTERING

CHANGEABLE NUMBERS

WHITE BACKGROUND W/ BLACK

LETTERING

WHITE

FG

1'-6"

CONSTRUCTION FENCE - TYPICAL

1/2"=1'-0"

1'-3"

MAX.

6' -0

" M

IN

3' -0

2'

-0

M

IN

. 1" 4"

NOTES:

1. AFFIX CHAIN LINK FABRIC TO OUTSIDE OF ENCLOSURE

2. PROVIDE INTERMEDIATE RAIL & TRUSS ROD AT ALL TERMINAL POSTS & POINTS OF DEFLECTION GREATER THAN 20°.

3. PROVIDE LOCKABLE GATES AT ACCESS POINTS. MATCH ADJACENT FENCING.

4. SECURE ENCLOSURE AS INDICATED AND DIRECTED BY COR.

5. REFER ALSO TO 01 00 02 FOR ADDITIONAL REQUIREMENTS.

6. FOR CONSTRUCTION FENCE OVER PAVEMENT, REFER TO 4/LS-301.

7. AFFIX X3 - PRIVACY SCREEN TO OUTSIDE OF ENCLOSURE USING MFR'S STANDARD FASTENERS AS NECESSARY TO

PREVENT SAGGING AND PROVIDE RIGIDITY, BUT NOT LESS THAN MFR'S RECOMMENDED SPACING.

8" O.D.

INTERMEDIATE RAIL

AT ALL TERMINAL

POSTS

11 GAUGE MIN, 2" MAX.

CHAIN LINK FABRIC

16" TRUSS ROD &

TURNBUCKLE

7 GAUGE TENSION WIRE

AFFIX W/ HOG RINGS @

1'-0" O.C.

8" O.D. LINE POST,

DRIVEN (TYP.)

M

AX

9 GAUGE TIE WIRES

M

AX

2" O.D. MIN. TERMINAL

POST

TENSION BANDS &

PULL BAR

A. X3 - PRIVACY SCREEN

REFER TO PRODUCT SCHEDULE

10'-0"

CONSTRUCTION FENCE - ON PAVEMENT

1/2"=1'-0"

6' -0

" M

IN

NOTES:

1. ORIENT PANELS WITH CHAIN LINK FABRIC TO OUTSIDE OF ENCLOSURE

2. REFER ALSO TO 01 00 02 FOR ADDITIONAL REQUIREMENTS.

8" O.D. WELDED FRAME

11 GAUGE MIN, 2" MAX.

CHAIN LINK FABRIC

MFR'S STANDARD

BOLTED STRAP BRACKET;

MIN. (2) PER POST

10'-0"

EQ.EQ.

MFR'S STANDARD

2-POST BASE

TREE PROTECTION FENCE

1/2"=1'-0"

12" LENGTH FLAGGING TAPE; 4'-0"

O.C.; 13

16" WIDE; FLUORESCENT

LIME GREEN.

5' -0

8'-0" MAX.

2' -0

2"

TREE PROTECTION SIGN;

25'-0" O.C. MAX.

2"x4" WELDED WIRE FABRIC, 12 GA.;

ATTACH TO POST W/ 3 4" WIRE

STAPLES @ 18" O.C.

2x4 WOOD OR 2#/FT.

GALVANIZED U-CHANNEL POST

TREE

PROTECTION

AREA

NO ENTRY

FINES

IMPOSED

CONSTRUCTION DETAILS

G-004

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

Bid Set DateDate

JANUARY 7, 2026

U

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PRIME CONSULTANT

LOW

KEYNOTES

STAGING AREA

# WALL NUMBER

LIMITS OF WORK; INSTALL CONSTRUCTION

FENCE PER 01 00 02

CONTRACTOR PRIMARY CONSTRUCTION

ACCESS

LIMITS OF UNDERBRUSH REMOVAL

PROPERTY LINE, APPROXIMATE

SHIPPING CONTAINER FOR TEMPORARY TOOL STORAGE

CEMETERY SECTION

EXISTING IRRIGATION TANK

TEMPORARY FUEL STORAGE TANKS

MAINTENANCE BUILDING

BID ALTERNATE NO.2: DEMO EXISTING AND CONSTRUCT

NEW MATERIAL SPOILS STORAGE STRUCTURE, SEE S-201-203

PARKING07

TEMPORARY OFFICE TRAILER08

GSA FENCED-IN PARKING09

ESTABLISH & MAINTAIN TEMPORARY CONSTRUCTION

ENTRANCE FROM DANVILLE LOOP 2 ROAD.10

CONSTRUCT 16' CHAINLINK DOUBLE SWING GATE

INTEGRAL WITH EXISTING FENCE.11

BID ALTERNATE NO.3: SECTION C-C TOP SOIL LAYER

REPLACEMENT

BID ALTERNATE NO.1: HISTORIC CEMETERY WALL

RESTORATION

CONTRACTOR OFFICE TRAILER LOCATION14

FENCE REHABILITATION15

FLAG POLE16

EXISTING FENCE TO BE REFINISHED

O L

LOW

LO

W

LOW

DA

NV

IL

LE

R D

US

H

W Y

LOW

LO

W

LOW

LO

W

HISTORIC WALL RESTORATION,

BID ALTERNATE NO.1

HISTORIC MAINTENANCE BUILDING (3002)

MAINTENANCE STORAGE GARAGE (3001)

HISTORIC BRICK STABLE (HA2)

EQUIPMENT STORAGE GARAGE (CNNew1)

PUBLIC RESTROOM AND WASH BAY BUILDING (CNNew3)

ADMINISTRATION BUILDING

CAMP NELSON CEMETERY ROAD

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.

FRENCH DRAIN

FRENCH DRAIN

HEADWALL

FRENCH DRAIN

EXISTING

POWER

POLE

SECTION CC

OPTION: REPLACE SOIL. SEE CIVIL FOR MORE DETAILS

HISTORIC WALL

LOW

LO

W

LO

W

LO

W

LO

W

LO

W LOW

LO

D

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LOW

LOW

POND

X

X

X

X

X

EXISTING 6' CHAIN

LINK FENCE

X

X

SHIPPING

CONTAINER

PARKING

TEMPORARY

FUEL

TANKS

DA

NV

IL

LE

LO

OP

R

D.

PARCEL OWNED BY NATIONAL PARK

SERVICE. PARCEL # 050-00-00-016.00

X

X

X

X

X

X

LO

W

LOW

LOW

LOW

LOW

LOW

LOW

LOW

LO

W

LOW

LOW

LO

W

LOW

LO

W

LOW

LOW

LOW

LOW

LOW

LOW

LO

W

LO

W

LOW

LO

W

LOW

LOW

LOW

LO

W

LO

W LO

W

LO

W

SCRAPE, SAND, PREP, AND

PAINT EXISTING FRONT

METAL FENCE. SEE

METALWORK RESTORATION

AND FINISH NOTES ON A-001

FOR MORE INFORMATION,

+/- 350 LF, CONTRACTOR TO

V.I.F.

SITE PLAN

GI-103

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

NOT TO SCALE

KEY

NOTES

1. FOR PUBLIC RESTROOM/WASH BAY BUILDING SEE

ARCHITECTURAL DRAWINGS, SEE AD/AE-110 SERIES SHEETS.

2. FOR MAINTENANCE STORAGE GARAGE ARCHITECTURAL

DRAWINGS, SEE AD/AE-120 SERIES SHEETS.

3. FOR HISTORIC BRICK STABLES ARCHITECTURAL DRAWINGS,

SEE AD/AE-130 SERIES SHEETS.

4. FOR EQUIPMENT STORAGE GARAGE ARCHITECTURAL

DRAWINGS, SEE AD/AE-140 SERIES SHEETS.

5. FOR HISTORIC MAINTENANCE BUILDING ARCHITECTURAL

DRAWINGS, SEE AD/AE-150 SERIES SHEETS.

Bid Set DateDateDate

APRIL 22, 2026

BID ALTERNATE NO.3: SECTION C-C TOP SOIL LAYER

REPLACEMENT

BID ALTERNATE NO.1: HISTORIC CEMETERY WALL

RESTORATION

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