7368480 DrawingsAsOne SIGNED.pdf

PDF 3 MB Posted Jun 26, 2025

Attached to: MCAS: Repair Failed Slope and Concrete Cracks B4185 Transfer Station
Solicitation number: N400857368480
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Jun 26, 2025

These are architectural and engineering drawings for repairing a transfer station at Marine Corps Air Station (MCAS) Cherry Point, North Carolina. The project (Solicitation Number N400857368480) involves comprehensive repairs to Building 4185, including slope stabilization, concrete crack repairs, and infrastructure improvements. Specific repair activities include:

Repair scope encompasses sheet pile wall treatments, slope stabilization, concrete cap beam repairs, and addressing concrete cracks in the transfer station. Key technical interventions include removing vegetation, blasting and cleaning surfaces, applying epoxy coatings, placing gabion slope stabilization, repairing concrete curbs, and installing drainage improvements. The drawings provide detailed elevation views, plan layouts, and specific repair techniques for various structural elements, with precise engineering specifications for each repair method. The project is being managed by the Naval Facilities Engineering Command and is limited to pre-approved MACC (Multiple Award Construction Contract) holders.

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File	Type	Posted
7368480 SpecsAsOne SIGNED.pdf	PDF	Jun 26, 2025
RFP B4185 Transfer Station.pdf	PDF	Jun 26, 2025

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G001

7368480

12912911 1 7

VICINITY MAP

PROJECT LOCATION

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LOCATION OF WORK, BLDG 4185

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MCAS CHERRY POINT

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RIVER

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NEW BERN

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NEUSE

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HAVELOCK

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JACKSONVILLE

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CHERRY POINT

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MCAS

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OCEAN

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CITY

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LEJEUNE

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CAMP

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ATLANTIC

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BEAUFORT

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MOREHEAD

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CUNNINGHAM BLVD

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ROOSEVELT BLVD

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A ST.

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MOCKING BIRD HILL RD.

AutoCAD SHX Text 7368480 REPAIR FAILED SLOPE AND CONCRETE CRACKS, B4185, TRANSFER STATION MARINE CORPS AIR STATION, CHERRY POINT, NC

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INDEX OF DRAWINGS

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NAVFAC NO.

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SHEET NO.

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TITLE

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COVER SHEET, LOCATION PLAN, VICINITY MAP

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REPAIR DETAILS SH1

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CU02

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REPAIR PLAN

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CUO1

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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NAVFAC NUMBER

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MAXIMO WO:

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CODE ID. NO. 80091 SIZE D

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SCALE:

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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DATE

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REVIEW

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DESIGNED & ENGINEERED BY:

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APPROVED

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FOR EFD FOR COMMANDER NAVFAC

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DESCRIPTION

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MCAS CHERRY POINT DM&EB

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A/E'S USE THIS SPACE FOR YOUR ADDRESS INFO.

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7368480 REPAIR FAILED SLOPE AND CONCRETE CRACKS

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MCAS CHERRY POINT

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B4185, TRANSFER STATION

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COVER SHEET - LOCATION PLAN

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GENERAL NOTES

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EXISTING CONDITIONS PLAN

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CE01

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REPAIR DETAILS SH2

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CU03

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REPAIR DETAILS SH3

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CU04

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AutoCAD SHX Text 12912917 heather.perry Typewritten Text 5/7/25

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ABBREVIATIONS

7368480

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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NAVFAC NUMBER

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CODE ID. NO. 80091 SIZE D

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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DATE

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REVIEW

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DESIGNED & ENGINEERED BY:

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APPROVED

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FOR EFD FOR COMMANDER NAVFAC

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DESCRIPTION

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7368480 REPAIR FAILED SLOPE AND CONCRETE

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MCAS CHERRY POINT

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CRACKS B4185, TRANSFER STATION

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GENERAL NOTES

AutoCAD SHX Text EX. EDGE OF WATER (APPROXIMATE) EX. CHAINLINK FENCE EX. WATER PIPE EX. UNDERGROUND ELECTRIC EX. OVERHEAD ELECTRIC EX. ELECTRICAL POLE EX. WETLAND EX. COMM. DUCT BANK COMM. DUCT BANK EX. SEWER LINESEWER LINE

AutoCAD SHX Text BLVD BOULEVARD BOULEVARD BMP BEST MANAGEMENT PRACTICE BEST MANAGEMENT PRACTICE DIA DIAMETER DIAMETER E&SC EROSION AND SEDIMENT CONTROL EROSION AND SEDIMENT CONTROL EAD ENVIRONMENTAL AFFAIRS DEPARTMENT ENVIRONMENTAL AFFAIRS DEPARTMENT EX EXISTING EXISTING GALV GALVANIZED GALVANIZED LN LANE LANE MAX MAXIMUM MAXIMUM MIN MINIMUM MINIMUM NCDEQ NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RD ROAD ROAD TYP TYPICAL TYPICAL W/ WITHWITH

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EX. STORM DRAIN

AutoCAD SHX Text PROJECT CIVIL NOTES GENERAL CONSTRUCTION NOTES: 1. EXISTING CONDITIONS SHOWN ARE ACCURATE AS OF THE DATE OF SURVEY. THE EXISTING CONDITIONS SHOWN ARE ACCURATE AS OF THE DATE OF SURVEY. THE CONTRACTOR MUST CONFIRM TO HIS OWN SATISFACTION SITE CONDITIONS, INCLUDING A VERIFICATION OF CONDITIONS SHOWN AND NOT SHOWN. 2. ADJACENT STRUCTURES AND UTILITIES MUST REMAIN IN OPERATION DURING ADJACENT STRUCTURES AND UTILITIES MUST REMAIN IN OPERATION DURING CONSTRUCTION ACTIVITIES. EXISTING ADJACENT ROADS MUST REMAIN OPEN AND ACCESSIBLE BY VEHICULAR AND PEDESTRIAN TRAFFIC. IF ROADWAY CLOSURE IS REQUIRED, APPROVAL MUST BE SECURED FROM THE CONTRACTING OFFICER. THE CONTRACTOR MUST PROVIDE BARRICADES, LIGHTS, SIGNAGE AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 3. THE CONTRACTOR MUST PROVIDE FENCING, BARRICADES OR OTHER PROTECTIVE DEVICES THE CONTRACTOR MUST PROVIDE FENCING, BARRICADES OR OTHER PROTECTIVE DEVICES TO MAINTAIN A SECURED WORK AREA AT ALL TIMES. 4. PRIOR TO STARTING CONSTRUCTION ON ANY STRUCTURE OR UTILITY, THE CONTRACTOR PRIOR TO STARTING CONSTRUCTION ON ANY STRUCTURE OR UTILITY, THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS OF ANY STRUCTURE AND UTILITY. THE CONTRACTOR MUST DEVELOP A PLAN OF CONSTRUCTION THAT ENSURES ALL ACTIVITIES ARE COMPLETED IN A SAFE MANNER. PROVIDE ANY TEMPORARY SHORING, SHEETING OR SUPPORT REQUIRED TO COMPLETE WORK IN A SAFE MANNER. 5. CONTRACTOR SHALL NOT DISTURB ANY AREAS WITHIN THE JURISDICTIONAL WETLANDS CONTRACTOR SHALL NOT DISTURB ANY AREAS WITHIN THE JURISDICTIONAL WETLANDS INDICATED ON THE PLANS. UTILITY NOTES: 1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR MUST SECURE THE SERVICES OF A PROFESSIONAL UTILITY LOCATE CONTRACTOR TO MARK ALL EXISTING UTILITIES IN THE AREA OF WORK. UTILITY MARKINGS MUST BE MAINTAINED FOR THE DURATION OF DEMOLITION ACTIVITIES. WHERE NECESSARY TO CONFIRM AND AVOID UTILITY CONFLICTS, POTHOLE EXISTING UTILITIES TO CONFIRM LOCATIONS AND DEPTHS. DOWSING OR ANY OTHER TYPE OF DIVINATION METHOD IS NOT CONSIDERED AN ACCEPTABLE PRACTICE FOR LOCATING UTILITIES ONBOARD MCAS CHERRY POINT. 2. ALL UTILITY LINES TO REMAIN MUST REMAIN ACTIVE AND MUST BE PROTECTED DURING ALL UTILITY LINES TO REMAIN MUST REMAIN ACTIVE AND MUST BE PROTECTED DURING DEMOLITION ACTIVITIES. 3. EXISTING UTILITIES MUST NOT BE INTERRUPTED WITHOUT THE APPROVAL OF THE EXISTING UTILITIES MUST NOT BE INTERRUPTED WITHOUT THE APPROVAL OF THE CONTRACTING OFFICER. 4. THE CONTRACTOR MUST BE RESPONSIBLE TO REPAIR OR REPLACE, TO ORIGINAL THE CONTRACTOR MUST BE RESPONSIBLE TO REPAIR OR REPLACE, TO ORIGINAL CONDITION, ANY UTILITIES OR SURFACES DAMAGED OR DISTURBED DURING CONSTRUCTION.

NORTH

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APPROXIMATE LOCATION OF FORCE MAIN

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GRAVEL

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GRASS

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GRAVEL

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JURISDICTIONAL WETLANDS BOUNDARY

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UGW

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EXISTING TRANSFER STATION ACCESS ROAD

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4" SS

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EX. 2" WATER SERVICE

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BLDG 4185

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BLDG 4185A

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UGE

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TRANSFER STATION

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EXISTING CONDITIONS PLAN

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SHEET PILE

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KEY NOTES

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SHEET PILE RETAINING WALL

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RUSTING, PEELING PAINT, VEGETATION GROWING.

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WOOD BOARDS RETAINING SOIL

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BROKEN CONC. SHEET PILE CAP BEAM.

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UNSTABLE SLOPE CONDITIONS.

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OPEN JOINTS IN CONC WALL, LEAKING.

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6' CHAIN

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LINK FENCE

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SIREN POLE

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RIPRAP AREA

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CURB AND GUTTER

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CONCRETE REPAIRS TRANSFER HOUSE.

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CURB

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE B

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SCALE: NOTED

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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DESIGNED & ENGINEERED BY:

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APPROVED

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FOR EFD FOR COMMANDER NAVFAC

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MCAS CHERRY POINT DM&EB

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A/E'S USE THIS SPACE FOR YOUR ADDRESS INFO.

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7368480 REPAIR FAILED SLOPE AND CONCRETE

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MCAS CHERRY POINT

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CRACKS B4185, TRANSFER STATION

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EXISTING CONDITIONS PLAN

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CE01

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NORTH

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APPROXIMATE LOCATION OF FORCE MAIN

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GRAVEL

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GRAVEL

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JURISDICTIONAL WETLANDS BOUNDARY

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CL INV=4.20

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50 SSMH

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4" SS

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EX. 2" WATER SERVICE

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BLDG 4185

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BLDG 4185A

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TRANSFER STATION

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KEY NOTES

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BLAST, CLEAN, PROVIDE COATING ON SHEET

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PLACE GABION IN FRONT OF WOOD

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PILE WALL (REF EL 1 CU02).

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BOARDS (REF SECTION 3 CUO2).

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PLACE GABION SLOPE STABILIZATION

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(REF EL. 2 CU02)

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PLACE CONC. CURB, (REF DWG CU03 DETAIL 4), CUT

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OUT SECTION OF EX. ASPHALT CURB TO ALLOW DRAINAGE.

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CUT ASPHALT CURB

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REPAIR CONC. BEAM CAP OVER SHEET PILE.

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(REF DETAIL 5 ON DWG CU03)

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REPAIR CRACKED CONC. TRANSFER HOUSE

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(REF DETAIL 6 ON DWG CU04)

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SLT

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PROVIDE SILT FENCE (APPROX 95 LF)

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REMOVE FENCE AS REQUIRED TO MAKE REPAIR

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THEN REINSTALL.

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PROVIDE ELASTOMERIC COATING OVER LOWER

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TRANSFER HOUSE FLOOR, REF DWG CU03.

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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7368480 REPAIR FAILED SLOPE AND CONCRETE

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MCAS CHERRY POINT

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CRACKS B4185, TRANSFER STATION

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CU01

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CU02

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ELEVATION OF SHEET PILE WALL TO BE TREATED

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GRADE

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CONCRETE CAP BEAM REPAIR

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NOTE -

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REMOVE VEGETATION FROM SHEET PILE JOINTS, BLAST CLEAN OUTER SURFACE

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EL. 15'

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TOP OF SLOPE

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H.P. EL. 22

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EL. 5'

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ELEVATION OF SLOPE STABILIZATION

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KEY NOTES

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1. PLACE FILTER FABRIC AGAINST SOIL.

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2. PLACE EXCAVATED SOIL IN 12" LIFTS, COMPACT.

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3. PLACE SOD.

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REF DETAIL 5 ON DWG. CU03

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COLOR OF FINAL COATING SHALL BE AMS-STD-595A:27886.

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EX. SLOPE

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GABION AT LUMBER SECTION OF RETAINING WALL

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1. PLACE FILTER FABRIC AGAINST SOIL.

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2. EXISTING LUMBER RETAINING WALL.

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GABION LENGTH = 6'-0"

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EX. GRADE

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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SYM.

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DESCRIPTION

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DATE

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MCAS CHERRY POINT DM&EB

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A/E'S USE THIS SPACE FOR YOUR ADDRESS INFO.

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7368480 REPAIR FAILED SLOPE AND CONCRETE

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MCAS CHERRY POINT

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CRACKS B4185, TRANSFER STATION

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REPAIR DETAILS SH1

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CU02

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AutoCAD SHX Text 12912915

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AutoCAD SHX Text 5'

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text 10'

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AutoCAD SHX Text 5'

AutoCAD SHX Text 1/4" = 1'-0"

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AutoCAD SHX Text 1'

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AutoCAD SHX Text 3/8" = 1'-0"

CU01

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CU03

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CONCRETE CURB DETAIL

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GRADE

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AutoCAD SHX Text 1 1/2"

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# 3 BAR DOWEL

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SPACED @ 18" C/C

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# 3 BAR CONTINUOUS

AutoCAD SHX Text 50'-0"

AutoCAD SHX Text 1'-6"

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PLAN VIEW OF BROKEN CONCRETE CAP BEAM OVER SHEET PILE

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KEY NOTES

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REMOVE LOOSE, BROKEN CONCRETE.

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LEAVE SURFACE ROUGH,

AutoCAD SHX Text DRILL 2 - 1/2" DIA HOLES 6" EMBEDMENT, EXCEPT IN THOSE LOCATIONS THAT DON'T ALLOW 6", CLEAN OUT HOLE, CENTERED IN SLAB.

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PLACE #4 REINFORCING STEEL BAR, FILL WITH EPOXY GROUT.

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SPACE REPAIR DOWELS AT 12" C/C WITHIN THE REPAIR AREA SHOWN ON THE PLAN.

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PROVIDE 1.5" CLEAR COVER OVER REINFORCING STEEL.

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CLEAN RUST FROM ANY EXPOSED REINFORCING STEEL, APPLY RUST

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INHIBITOR COATING. APPLY CONCRETE BONDING AGENT TO CONCRETE SURFACE.

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1'-0" TYP

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CU01

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CU03

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FORM AND PLACE CONCRETE PATCH REPAIR SURFACE TO MATCH UNBROKEN SURFACE.

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PLACE # 4 BAR DOWEL HORIZONTAL IN REPAIR, CENTERED IN SLAB.

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PLAN OF TRANSFER HOUSE SLAB REPAIRS

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UPPER SLAB EL. 24

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LOWER SLAB EL. 6'-9"

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CU03

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CU04

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AutoCAD SHX Text 48'

AutoCAD SHX Text 35'

AutoCAD SHX Text 12'

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REPAIR CRACKED CURBS

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REF DETAIL 5 DWG CU04 FOR REPAIR

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PROVIDE ELASTOMERIC COATING TO CONCRETE FLOOR

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APPROXIMATELY 1260 SF.

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APPLY REINFORCED MESH FLASHING ALONG SIDES OF CURBS

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APPROXIMATE LOCATION OF CRACKS

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IN SLAB, REPAIR USING DETAIL 6 ON DWG CUO4.

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APPROX. 83 LF.

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NORTH

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE B

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SCALE: NOTED

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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REVIEW

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EFD

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DESIGNED & ENGINEERED BY:

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APPROVED

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FOR EFD FOR COMMANDER NAVFAC

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DESCRIPTION

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MCAS CHERRY POINT DM&EB

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A/E'S USE THIS SPACE FOR YOUR ADDRESS INFO.

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7368480 REPAIR FAILED SLOPE AND CONCRETE

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MCAS CHERRY POINT

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CRACKS B4185, TRANSFER STATION

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REPAIR DETAILS SH2

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CU03

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AutoCAD SHX Text 12912916

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AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'

AutoCAD SHX Text 3" = 1'-0"

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AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'

AutoCAD SHX Text 3" = 1'-0"

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AutoCAD SHX Text 3/8" = 1'-0"

CU03

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CU03

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ELEVATION VIEW OF TRANSFER HOUSE CONC. RETAINING WALL

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KEY NOTES

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EXISTING OPEN JOINTS, LEAKING WATER.

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SEAL JOINTS WITH SIKADUR COMBIFLEX SG SYSTEM OR APPROVED EQUALT.

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INSTALL PER MANUFACTURER INSTRUCTIONS, APPROX. QUANTITY IS 70 LF.

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AutoCAD SHX Text 5'-6"

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LEAKING WALL/FLOOR JOINT

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AutoCAD SHX Text 17'-3"

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CONCRETE CRACK

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FACE OF EXISTING CONCRETE

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PRESSURE INJECTION PORTS SPACED @ 8"± OC

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3. INSTALL INJECTION PORTS ALONG LENGTH OF CRACK. INSTALL INJECTION PORTS ALONG LENGTH OF CRACK. 4. CLOSE CRACK BETWEEN AND AROUND PORTS WITH AN EPOXY GROUT PASTE. CLOSE CRACK BETWEEN AND AROUND PORTS WITH AN EPOXY GROUT PASTE. 5. INJECT A LOW VISCOSITY EPOXY INTO THE PORTS STARTING AT THE LOWEST PORT INJECT A LOW VISCOSITY EPOXY INTO THE PORTS STARTING AT THE LOWEST PORT AND WORKING UP. 6. WHEN EPOXY COMES OUT THE NEXT PORT, CLOSE THE POINT VALVE AND WHEN EPOXY COMES OUT THE NEXT PORT, CLOSE THE POINT VALVE AND CONTINUE INJECTION UNTIL NO LONGER ABLE TO INJECT EPOXY. 7. MOVE INJECTION POINT TO THE LAST PORT THAT HAD EPOXY FLOWING FROM IT MOVE INJECTION POINT TO THE LAST PORT THAT HAD EPOXY FLOWING FROM IT AND CONTINUE THE INJECTION PROCESS TO THE END OF THE CRACK, REPEATING STEPS 3 THRU 5.

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NOTES:

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2. IT IS RECOMMENDED THAT WIRE BRUSHES BE USED TO CLEAN CONCRETE BUT IT IS RECOMMENDED THAT WIRE BRUSHES BE USED TO CLEAN CONCRETE BUT HIGH PRESSURE WATER MAY BE USED, BUT ALLOW TO DRY PRIOR TO STARTING THE GROUT PROCESS.

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CONCRETE CRACK REPAIR DETAIL

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CU01

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CU04

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CLEAN & COAT EXPOSED REBAR WITH ANTI-CORROSION COMPOUND

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1. THOROUGHLY CLEAN CRACK AREA EXTENDING " BOTH SIDES OF THE CRACK.THOROUGHLY CLEAN CRACK AREA EXTENDING " BOTH SIDES OF THE CRACK.12" BOTH SIDES OF THE CRACK.

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3. APPLY BONDING AGENT TO CONCRETE SURFACE, PLACE CONCRETE CURB.

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NOTES:

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2. DRILL HOLES FOR #4 DOWEL, 6" DEEP. INSTALL DOWEL HORIZONTALLY INTO EX. DRILL HOLES FOR #4 DOWEL, 6" DEEP. INSTALL DOWEL HORIZONTALLY INTO EX. CURB AND VERTICALLY INTO FOUNDATION.

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CONCRETE CURB CRACK REPAIR DETAIL

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CU01

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CU04

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1. CHIP OUT BROKEN CURB, APPROX. 6" WIDE, FULL HEIGHT OF CURB.CHIP OUT BROKEN CURB, APPROX. 6" WIDE, FULL HEIGHT OF CURB.

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE B

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SCALE: NOTED

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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PROJECT MANAGER

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DATE

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DESIGN

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REVIEW

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DRAWN

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EFD

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DESIGNED & ENGINEERED BY:

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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SYM.

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DESCRIPTION

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DATE

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MCAS CHERRY POINT DM&EB

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A/E'S USE THIS SPACE FOR YOUR ADDRESS INFO.

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7368480 REPAIR FAILED SLOPE AND CONCRETE

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MCAS CHERRY POINT

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CRACKS B4185, TRANSFER STATION

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REPAIR DETAILS SH3

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CU04

AutoCAD SHX Text 7368480

AutoCAD SHX Text 12912917

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AutoCAD SHX Text 1'

AutoCAD SHX Text 5'

AutoCAD SHX Text 3/8" = 1'-0"

12912911.pdf

Sheets and Views

G001

12912912

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G002

12912913

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CE01

12912914

Sheets and Views

CU01

12912915

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CU02

12912916

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CU03

12912917

Sheets and Views

CU04

	2025-05-07T12:26:33-0400
PERRY.HEATHER.MELYNN.1388599614

File details come from the government source that posted it. Updated Jun 26, 2025.