ARFQ DEP24-61 Martinka Water Treatment Complex and F&M Shop Upgrades Plans DM signed (1).pdf

PDF 3 MB Posted

Attached to
OSR Martinka Complex & F&M Building Upgrades
Solicitation number
ARFQ 0313 DEP2400000061 7
Issued by
Marshall County, West Virginia

About this file

This document is a set of architectural plans and specifications prepared by the West Virginia Department of Environmental Protection, Office of Special Reclamation, Division of Land Restoration for existing building upgrades at two sites in Marion and Preston Counties, West Virginia. The project encompasses upgrades to the Martinka Water Treatment Complex (Permit # MAR1-2020) in Marion County and the F&M Coal Company shop facility (Permit # S-1073-86) in Preston County. The Martinka Water Treatment Complex improvements include a metal roof replacement with new roof trusses, gutters, and drainage systems for the control building; a rubber roof replacement with foam board insulation, new aluminum roof hatches, and interior metal brace repairs for the pump building; and electrical upgrades including 500 linear feet of wiring and conduit. The F&M Coal Company shop requires improvements including new steel exterior metal siding, replacement of an air conditioning unit with a wall-mounted heat/AC unit, garage door opener replacements, new exterior and interior LED lighting fixtures (16 four-foot LED lights and exterior utility lights), 500 linear feet of wiring and conduit, and general shop improvements. The plans were prepared in March 2024 by David B. McCoy, P.E. (West Virginia Professional Engineer Registration Number 14375).

The document provides detailed architectural drawings, elevations, roof plans, and material specifications for all proposed work at both sites but does not include pricing information, bid due dates, contract terms, funding sources, or award information. The summary of quantities table indicates materials and scope items but notes that actual bid quantities in WVOASIS may differ from the plan measurements to accommodate unforeseen field conditions. Technical specifications are referenced throughout the plans for specific components such as metal roofing panels, aluminum roof access hatches, air conditioning units, LED lighting fixtures, and steel building materials.

View the file

Other files

Show all 16

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

LOCATION MAP

WEST VIRGINIA COUNTY HIGHWAY MAP

VICINITY MAP

FELLOWSVILLE USGS 7.5' QUADRANGLE

OFFICE OF SPECIAL RECLAMATION

DIVISION OF LAND RESTORATION

West Virginia Department of Environmental Protection

HAROLD D. WARD, CABINET SECRETARY

MARION AND PRESTON COUNTIES, WEST VIRGINIA

F&M

SITE

PRESTON

COUNTY

LAT. 39° 19' 10" N

F&M

SITE

MARTINKA WATER TREATMENT COMPLEX AND F&M COAL COMPANY

MARION AND PRESTON COUTIESLONG. 79° 45' 16" W

STATE OF

NOS I

EF

RP O W

TSE

S

E NLA

REENI NGRV I

AI

G I

14375

REG I STEREDDAV I D B . MCCOY

MARCH 2024

DRAWING INDEX

DESCRIPTION SHEET NO. DESCRIPTION SHEET NO.

TITLE PAGE 1

SUMMARY OF QUANTITIES 2

MARTINKA WATER TREATMENT COMPLEX CONTROL BUILDING 3-5

MARTINKA WATER TREATMENT PUMP BUILDING 6

F&M EXISTING SHOP UPGRADES 7

PERMIT # MAR1-2020 AND S-1073-86

EXISTING BUILDING UPGRADES

F&M

SITE

MARTINKA

SITE

MARTINKA

SITE

FAIRMONT WEST USGS 7.5' QUADRANGLE

LAT. 39° 24' 50" N

LONG. 80° 07' 41W

MARTINKA

SITEMARION

COUNTY

AutoCAD SHX Text

HANCOCK

AutoCAD SHX Text

BROOKE

AutoCAD SHX Text

OHIO

AutoCAD SHX Text

MARSHALL

AutoCAD SHX Text

PRESTON

AutoCAD SHX Text

MORGAN

AutoCAD SHX Text

MONONGALIA

AutoCAD SHX Text

WETZEL

AutoCAD SHX Text

MINERAL

AutoCAD SHX Text

BERKELEY

AutoCAD SHX Text

MARION

AutoCAD SHX Text

TYLER

AutoCAD SHX Text

HAMPSHIRE

AutoCAD SHX Text

JEFFERSON

AutoCAD SHX Text

PLEASANTS

AutoCAD SHX Text

HARRISON

AutoCAD SHX Text

TAYLOR

AutoCAD SHX Text

DODDRIDGE

AutoCAD SHX Text

WOOD

AutoCAD SHX Text

RITCHIE

AutoCAD SHX Text

GRANT

AutoCAD SHX Text

BARBOUR

AutoCAD SHX Text

TUCKER

AutoCAD SHX Text

HARDY

AutoCAD SHX Text

WIRT

AutoCAD SHX Text

LEWIS

AutoCAD SHX Text

RANDOLPH

AutoCAD SHX Text

UPSHUR

AutoCAD SHX Text

GILMER

AutoCAD SHX Text

JACKSON

AutoCAD SHX Text

CALHOUN

AutoCAD SHX Text

MASON

AutoCAD SHX Text

PENDLETON

AutoCAD SHX Text

ROANE

AutoCAD SHX Text

BRAXTON

AutoCAD SHX Text

POCAHONTAS

AutoCAD SHX Text

WEBSTER

AutoCAD SHX Text

PUTNAM

AutoCAD SHX Text

CLAY

AutoCAD SHX Text

KANAWHA

AutoCAD SHX Text

CABELL

AutoCAD SHX Text

NICHOLAS

AutoCAD SHX Text

WAYNE

AutoCAD SHX Text

LINCOLN

AutoCAD SHX Text

GREENBRIER

AutoCAD SHX Text

FAYETTE

AutoCAD SHX Text

BOONE

AutoCAD SHX Text

LOGAN

AutoCAD SHX Text

RALEIGH

AutoCAD SHX Text

MINGO

AutoCAD SHX Text

SUMMERS

AutoCAD SHX Text

WYOMING

AutoCAD SHX Text

MONROE

AutoCAD SHX Text

MERCER

AutoCAD SHX Text McDOWELL

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

DAVID B. MCCOY, PE WEST VIRGINIA PROFESSIONAL ENGINEER REGISTRATION NUMBER 14375

SPECIFICATION(S) SUMMARY OF QUANTITIES QUANTITY UNITS

MARTINKA WATER TREATMENT COMPLEX MAR1-2020

CONTROL BUILDING

13-9,13-10,13-12,13-17,13-18 METAL ROOF 1 LS

13-7 GUTTERS 155 LF

11-7 WIRING 500 LF

11-6 CONDUIT 500 LF

11-2,11-3,11-4,11-5 ELECTRICAL UPGRADES 1 LS

MARTINKA WATER TREATMENT COMPLEX MAR1-2020

PUMP BUILDING

13-12,13-13,13-17 RUBBER ROOF 1 LS

12-54 ALUMINUM ROOF HATCHES 2 EA

13-7 INTERIOR METAL BRACE REPAIR 1 LS

10-14, 13-7 BUILDING REPAIRS 1 LS

F&M COAL COMPANY S-1073-86

11-2,11-3,11-4,11-5,11-10,11-11,11-36,13-12, 13-14,13-15,13-18 SHOP IMPROVEMENTS 1 LS

11-25 4 FOOT LED LIGHTS 16 EA

11-7 WIRING 500 LF

11-6 CONDUIT 500 LF

5-5 UTILITIES NON BID ITEM

NOTE:

THE QUANTITIES SHOWN ON THE SUMMARY OF QUANTITIES REPRESENT THE AMOUNTS AS

DIRECTLY MEASURED IN THE PLANS. WHEN BIDDING IN WVOASIS THE COMMODITY LINES MAY BE

DIFFERENT AMOUNTS FROM THE PLANS TO ACCOMMODATE ANY UNFORESEEN CHANGES IN THE

FIELD. THEREFORE, ALWAYS BID ON THE QUANTITIES LISTED IN WVOASIS.

SUMMARY OF QUANTITIES

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

MARTINKA WATER TREATMENT COMPLEX

PERMIT # MAR1-2020

F&M COAL COMPANY PERMIT # S-1073-86

EXISTING BUILDING UPGRADES

MARION & PRESTON COUNTIES,

WEST VIRGINIA

DATE: MARCH 2024

NORTH ELEVATION

SOUTH ELEVATION

SECTION A

SECTION A

SECTION B

SECTION C

1046.00' ELEV.

1061.67' ELEV.

1067.67' ELEV.

1067.67' ELEV.

1055.33' ELEV.

SECTION C 1061.67' ELEV.

CONTROL BUILDING ELEVATIONS

NORTH AND SOUTH

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:4

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

DATE: MARCH 2024

MARTINKA WATER TREATMENT COMPLEX

PERMIT # MAR1-2020

EXISTING BUILDING UPGRADES

MARION COUNTY, WEST VIRGINIA

WEST ELEVATION

SECTION B

SECTION A

1046.00' ELEV.

1067.67' ELEV.

NEW AUTOMATIC LOUVRE

ROOF EDGE DETAILS

ALL SECTIONS

WOOD TRUSS

TREATED WOOD 2"X8"

TRUSS ANCHOR BOARD

TREATED WOOD 2"X8"

FASCIA BOARD

METAL ROOF PANELS

METAL FASCIA

2" DRIP EDGE

WOOD PURLINS 2"X4"

VAPOR BARRIER

EAST ELEVATION

SECTION B

SECTION A

SECTION C

1067.67' ELEV.

1061.67' ELEV.

1046.00' ELEV.

EXISTING EXHAUST FAN

WOOD PURLINS 2"X4" (TYP.)

TREATED 2"X12"

TREAETED 2"X8"

ROOF TRUSS

TREATED 2"X4" BRACES

EXISTING CAUSTIC TANK VENT PIPES

2'-0"

8'-0"

NEW EXHAUST FAN

7'-0"

CONTROL BUILDING ELEVATIONS

EAST AND WEST

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:4

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

DATE: MARCH 2024

MARTINKA WATER TREATMENT COMPLEX

PERMIT # MAR1-2020

74'-0"

13'-8"

24'-0"

43'-4"

59'-4"

ROOF PLAN VIEW

SECTION A

SECTION B

SECTION C

NEW ROOF TRUSSES

19'-4"

NOTES:

1. TREATED 2X8'S ARE TO BE ANCHORED TO TOP OF BUILDING WALLS ABOVE

EXISTING ROOF.

2. TRUSSES ARE TO ANCHORED TO NEWLY INSTALLED 2X8'S ON TWO (2)

FOOT CENTERS AT ROOF WALL TOP WITH OUTER EDGE FLUSH WITH THE

OUTSIDE BUILDING WALL SURFACE.

3. 2X4'S TO BE INSTALLED PERPENDICULAR TO NEW TRUSSES ON TWO (2)

FOOT CENTERS.

4. TREATED 2X8 FASCIA BOARD TO BE VERTICALLY INSTALLED AT TOP OF

BUILDING WALL AND FLUSH UNDER ROOF PANELS.

5. TYVEK OR ENGINEER APPROVED EQUAL VAPOR BARRIER TO BE

INSTALLED UNDER ROOF SHEET METAL.

6. METAL ROOFING PANEL TO BE INSTALLED USING METAL LEAK SHIELD

GASKETED SCREWS WITH A ONE AND A HALF (1.5) INCH OVERHANG PAST

THE TOP EDGE OF THE 2X8 FASCIA BOARD.

8. DIAGONALLY PLACED 2x4 WOOD CROSS BRACES TO BE INSTALLED FROM

EACH BUILDING CORNER TO ROOF CENTERLINE.

9. ALL GABLE ENDS SHALL HAVE METAL COVERING INSTALLED IN THE

VERTICAL DIRECTION. METAL STARTER STRIPS OR J-CHANNEL SHALL BE

USED ON BOTTOM TRIM.

10. ALL GABLE ENDS SHALL HAVE END RAKES WITH SOLID FOAM CLOSURE

STRIPS ON VERTICAL SIDES.

11. SECTIONS A AND C SHALL HAVE METAL RIDGE CAPS WITH SOLID FOAM

CLOSURE STRIPS.

12. SECTIONS B AND C SHALL HAVE METAL FLASHING TO SEAL AGAINST

EXISTING BLOCK WALLS. SEALANT AND SCREWS SHALL BE USED TO

ATTACH FLASHING TO WALL. SECTION B FLASHING SHALL BE SIX (6)

INCHES. SECTION C FLASHING SHALL BE THREE (3) INCHES TO ALLOW

ROOM FOR NEW EXHAUST FAN.

13. EXISTING EXHAUST FAN TO BE REMOVED AND OPENING BLOCKED IN.

EXISTING CAUSTIC TANK VENT PIPES TO REMAIN WHERE CURRENTLY

LOCATED.

14. NEW EXHAUST FAN TO BE INSTALLED WITH CENTERLINE SEVEN (7) FEET

FROM THE RIGHT EDGE OF SECTION A WALL AND CLEARING SECTION C

FLASHING. TRIANGLE ENGINEERING OF ARKANSAS, INC. FAN MODEL GPX

1611 TO BE INSTALLED OR ENGINEER APPROVED EQUAL.

15. NEW AUTOMATIC LOUVRE TO BE INSTALLED ON WEST SIDE OF BUILDING

ACROSS FROM EXISTING EXHAUST FAN.

16. OUTSIDE LIGHTS SHALL BE REMOVED AND REINSTALLED AFTER NEW

ROOF IS FINISHED.

17. ANY OTHER ITEMS ATTACHED TO THE BUILDING SHALL BE REMOVED AND

REINSTALLED AS NEEDED.

18. ABOVE ITEMS 13-17 SHALL BE INCIDENTAL TO BID ITEM "ELECTRICAL

UPGRADES".

19. EXISTING GUTTERS ARE TO BE USED; SOUTH SIDE OF SECTION C TO HAVE

NEW GUTTER AND DOWNSPOUT INSTALLED.

CONTROL BUILDING ROOF PLAN VIEW DETAIL

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:4

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

DATE: MARCH 2024

MARTINKA WATER TREATMENT COMPLEX

PERMIT # MAR1-2020

NOTES:

1. TREATED 2X8 FASCIA BOARD TO BE INSTALLED ALONG THE OUTSIDE TOP EDGE OF

BUILDING WALLS IN PLACE OF EXISTING 10" BLACK METAL FASCIA AND COVERED

WITH NEW METAL ROOFING IN A FASHION SIMILAR TO THAT OF THE CONTROL

BUILDING (SEE SHEET 4 FOR DETAILS).

2. ROCKS TO BE REMOVED FROM ROOF ALONG WITH ANY UNDERLAYMENT DOWN TO

BASE METAL Q-DECKING LAYER.

3. ANY DAMAGED AND RUSTED METAL Q-DECKING AT REAR EAST SIDE OF BUILDING TO

BE SPOT REMOVED AS NEEDED AND REPLACED WITH NEW.

4. 3 4" RIGID FOAM BOARD INSULATION TO BE INSTALLED ON TOP OF Q-DECKING OVER

ENTIRE ROOF SURFACE FOLLOWED BY 3 4" OSB AND TOPPED WITH FINAL RUBBER

ROOFING LAYER WITH CURRENT ROOF SLOPE TO BE MAINTAINED; ADD DRIP EDGE TO

REAR EAST SIDE OF ROOF AND ADD BATTEN STRIP AROUND HATCH OPENINGS WITH

RUBBER ROOFING WRAPPING AROUND DRIP EDGE AND BATTEN STRIPPED TO

OUTSIDE FASCIA.

5. BOTH EXISTING BILCO HATCHES TO BE REPLACED WITH NEW OF SIMILIAR STYLE AND

DIMENSION IN CURRENT LOCATION. SEE TECHNICAL SPECIFICATION 12-54 ALUMINUM

ROOF ACCESS HATCH FOR DETAILS.

6. EXISTING ALUMINUM GUTTER RUNNING ALONG THE REAR EAST ELEVATION OF

BUILDING TO BE REPLACED ALONG WITH NEW DRAIN PIPE INSTALLED AND

DAYLIGHTED TO EXISTING DITCH AT FRONT WEST SIDE OF BUILDING. NEW GUTTERS

ONLY TO BE INCLUDED IN CONTROL BUILDING BID ITEM "GUTTERS"; DRAIN PIPE TO BE

PAID UNDER PUMP BUILDING BID ITEM "BUILDING REPAIRS".

7. METAL CROSS BRACES RUNNING THE WIDTH OF THE INSIDE OF THE BUILDING TO

HAVE NEW METAL ENDS WELDED IN PLACE AND SECURELY ANCHORED TO THE TOP

OF THE CONCRETE BLOCK WHERE ALREADY RESTING.

8. ALL EXISTING INSIDE WOODEN ROOF LEVELING SPACERS TO BE REPLACED WITH

HDPE.

9. NEW SEAL AND DOOR SWEEP TO BE INSTALLED AT BOTTOM OF ENTRANCE DOOR.

10. ALL CRACKS AND GAPS FOUND ALONG ROOF EDGES OUTSIDE TO BE CAULKED AND

INSIDE THE BUILDING SHALL BE SEALED WITH SPRAY FOAM.

11. EXISTING INTERIOR 12" METAL OVERFLOW PIPE EXTERIOR DISCHARGE POINT TO BE

FIELD LOCATED AND A FLAPPER CHECK VALVE INSTALLED. SEE TECHNICAL

SPECIFICATION 13-7 MISCELLANEOUS SPECIALTIES FOR DETAILS.

EXISTING 42" METAL ENTRANCE DOOR

CURRENT ROOF SLOPE APPROXIMATELY 2.5%

EXISTING 4'X4' ALUMINUM BILCO HATCHES

EXISTING 10" METAL FACIA

WEST ELEVATION SOUTH ELEVATION

ROOF FLOOR PLAN

20'-0"

19'-4"

ALUMINUM ROOF ACCESS HATCH DETAIL

PUMP BUILDING

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:3

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

DATE: MARCH 2024

MARTINKA WATER TREATMENT COMPLEX

PERMIT # MAR1-2020

EXISTING BUILDING UPGRADES

MARION COUNTY, WEST VIRGINIA

AutoCAD SHX Text

FRAME OPENING WIDTH

AutoCAD SHX Text

OVER ALL

AutoCAD SHX Text

FRAME OPENING LENGTH

AutoCAD SHX Text

OVER ALL

AutoCAD SHX Text R

AutoCAD SHX Text

GUIDE ARM

AutoCAD SHX Text 4'-7" [1395mm]

AutoCAD SHX Text

BILCLIP

AutoCAD SHX Text

FLASHING SYSTEM

AutoCAD SHX Text 4'-7" [1395mm]

AutoCAD SHX Text 4'-0" [1220mm]

AutoCAD SHX Text 4'-0" [1220mm]

AutoCAD SHX Text

1" [25] RIGID FIBERBOARD INSULATION

AutoCAD SHX Text

SPRING LIFTING MECHANISM

AutoCAD SHX Text

PINTLE HINGE

AutoCAD SHX Text

1" [25] THICK FIBERGLASS COVER INSULATION

AutoCAD SHX Text

COVER

AutoCAD SHX Text

INSIDE & OUTSIDE HANDLES W/ PADLOCK HASPS

AutoCAD SHX Text

NEOPRENE GASKET

AutoCAD SHX Text

LOCK STRIKE & PADLOCK HASP

AutoCAD SHX Text

FRAME W/ CAPFLASHING (CORNERS FULL WELDED)

AutoCAD SHX Text

COVER HOLD CHAIN (2) REQ'D PER COVER (1) @ EACH END

AutoCAD SHX Text

HEAVY DUTY HOLD OPEN ARM

AutoCAD SHX Text

RED VINYL GRIP

AutoCAD SHX Text

COVER LINER

AutoCAD SHX Text

ARM GUIDE BRACKET

AutoCAD SHX Text

GASKET (ALL AROUND COVER)

AutoCAD SHX Text

SLAM LATCH

14.00' 12.00'

14.00' 3.00'

61.00'

61.00'

40.50'

UPGRADES TO BE COMPLETED:

1. SEAL ROOF AROUND PROTRUSIONS AND AT BUILDING EDGES AND THEN PAINT THE

ROOF.

2. CLEAN AND INSPECT EXISTING SEPTIC TANK.

3. REPLACE EXISTING EXTERIOR METAL SIDING WITH NEW STEEL PANELS, SEALS, AND

ANCHORS. SEE TECHNICAL SPECIFICATION 13-18 STEEL BUILDINGS FOR DETAILS.

4. REPLACE FOAM SEAL ON BUILDING EXTERIOR WHERE THE WALL MEETS THE ROOF.

5. INSTALL NEW CREE LIGHTING FIXTURES WHERE INDICATED IN RED ON EXTERIOR.

6. REPLACE EXISTING AIR CONDITIONER IN THE OFFICE WITH WALL MOUNTED HEAT/AC

UNIT. SEE TECHNICAL SPECIFICATION 11-36 AIR CONDITIONER-ELECTRIC HEATER

UNIT FOR DETAILS.

7. REPLACE GARAGE DOOR OPENERS.

8. THE ABOVE ITEMS SHALL BE INCIDENTAL TO BID ITEM "SHOP IMPROVEMENTS".

9. INSTALL NEW FOUR (4) FOOT LED LIGHTING PANELS WHERE INDICATED IN RED ON

INTERIOR. THIS ITEM SHALL BE PAID UNDER BID ITEM "NEW 4 FOOT LED LIGHTS".

16.00'

4' LED LIGHT

(TYPICAL)

OFFICE

BATHROOM

GARAGE BAY

EXISTING AIR CONDITIONER TO BE

REPLACED WITH NEW HEATING AND

COOLING UNIT (WALL KNOCK OUT

DIMENSIONS TO BE DETERMINED BY

VENDOR)

APPROXIMATE LOCATION

OF 1-PHASE POWER AND

METER FOR BUILDING

NEW LED 100 WATT

CREE UTILITY LIGHTS

(TYPICAL)

F&M EXISTING SHOP UPGRADES

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

DATE: MARCH 2024

F&M COAL COMPANY

PERMIT # S-1073-86

PRESTON COUNTY, WEST VIRGINIA

Sheet 1-TITLE PAGE
Sheets and Views
TITLE PAGE
SHEET 02 SUMMARY OF QUANTITIES
SHEET 3 CONTROL BUILDING ELEVATIONS NORTH AND SOUTH
SHEET 04 CONTROL BUILDING ELEVATIONS EAST AND WEST
SHEET 05 CONTROL BUILDING ROOF PLAN VIEW DETAIL
SHEET 06 PUMP BUILDING
SHEET 07 F&M EXISTING SHOP UPGRADES
2024-03-25T14:09:14-0400
David McCoy

File details come from the government source that posted it. Updated .