7-01 MaintenanceFacilityAddition BuildingSitePlans Shts6-9 20260918.pdf

3 MB Posted

Attached to
Township Maintenance Facility Addition Project
Solicitation number
Not on record
Issued by
Berks County, Pennsylvania

About this file

Written by GovTribe AI ·

This document comprises building site plans for the Township Maintenance Facility Addition Project being undertaken by Longswamp Township in Berks County, Pennsylvania. The project involves constructing a 30' x 160' addition to the township's existing maintenance facility, with work including all equipment, materials, labor, and services necessary for completion. The addition will feature multiple garage bays with overhead doors, office space, a restroom, concrete floor with trench drains, and structural components including steel columns and beams. The bid opening date is October 12, 2026 at 1:00 p.m. prevailing time via the PennBid program, with a non-mandatory pre-bid conference scheduled for September 25, 2026 at 9:00 a.m. at the facility located at 102 Longsdale Road, Mertztown, Pennsylvania. Final questions must be submitted by 4:00 p.m. on October 2, 2026, with a final addendum to be issued by 4:00 p.m. on October 7, 2026 if required. Bids will remain effective for 60 calendar days from the opening date.

The project is divided into three separate contracts: Contract 1 for Building and Site Work, Contract 2 for Electrical Components, and Contract 3 for Mechanical Components. Each proposal must be accompanied by a bid bond or equivalent security in the amount of 10 percent of the total base bid. Bidders must submit bids on all items listed on the bid form for their respective contract. The project is subject to Pennsylvania Prevailing Wage Act requirements, which contractors must include in all subcontracts. Complete bidding documents, including contract forms, specifications, and drawings, are available through the PennBid platform at https://pennbid.bonfirehub.com. The architectural and engineering plans were prepared by Hanover Engineering Associates, Inc., located at 252 Brodhead Road, Suite 100, Bethlehem, Pennsylvania.

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Other files

File Type Posted
4-03 Maintenance Facility MechanicalPlans 20260901.pdf PDF
5-04 Maintenance Facility StructuralPlans 20260820.pdf PDF
1-00 TownshipMaintenanceFacilityAddition ProjectManual 20260901.pdf PDF
3-02 Maintenance Facility ElectricalPlans 20260901.pdf PDF
2-01 Maintenance FacilityAddition BuildingSitePlans 20260901.pdf PDF
9-Addendum2 MaintenanceFacilityAddition.pdf PDF
6-00 Addendum1 MaintenanceFacilityAddition.pdf PDF
8-20260925 PreBidMtgSignInSheet.pdf PDF
10-01 MaintenanceFacilityAddition BuildingSitePlans Shts5 and 7 20260929.pdf PDF

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PROPOSED PLAN VIEW SCALE 3/16"=1'-0"

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UP ±412"

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UP ±4"

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(REFERENCE)

AutoCAD SHX Text 36'-2 "12"

AutoCAD SHX Text 34'-6 "12"

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AutoCAD SHX Text 30'-0"

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80'-3 " (REFERENCE)18" (REFERENCE)

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76'-7 " (REFERENCE)14" (REFERENCE)

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AutoCAD SHX Text 8"

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159'-2 " (REFERENCE)38" (REFERENCE)

AutoCAD SHX Text 14'x12' OVERHEAD DOOR

AutoCAD SHX Text 14'x12' OVERHEAD DOOR

AutoCAD SHX Text 14'x12' OVERHEAD DOOR

AutoCAD SHX Text HHS 6"x6"x " STEEL COLUMN, 38" STEEL COLUMN, TYPICAL (3) PLACES

AutoCAD SHX Text HHS 6"x6"x " STEEL COLUMN, 38" STEEL COLUMN, TYPICAL (3) PLACES

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STEEL BEAM

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STEEL BEAM

FLOOR TRENCH DRAIN WITH (11) 14"x24"x1.5" METAL DRAIN GRATES

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66'-2 " (REFERENCE)12" (REFERENCE)

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REMOVE EXISTING BLOCK WALL

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REMOVE EXISTING BLOCK WALL

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OFFICE

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GARAGE

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GARAGE

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GARAGE

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GARAGE

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GARAGE

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SLOPE CONCRETE FLOOR UP 8 "12"

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31'-8 " (REFERENCE)12" (REFERENCE)

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SLOPE FLOOR TO DRAIN 18" TO 12"

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SLOPE FLOOR TO DRAIN 18" TO 12"

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SLOPE FLOOR TO DRAIN 18" TO 12"

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SLOPE FLOOR TO DRAIN 18" TO 12"

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SLOPE FLOOR TO DRAIN 18" TO 12"

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SLOPE FLOOR TO DRAIN 18" TO 12"

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SLOPE FLOOR TO DRAIN 18" TO 12"

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SLOPE FLOOR TO DRAIN 18" TO 12"

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GARAGE

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REST ROOM

AutoCAD SHX Text 22'-0"

AutoCAD SHX Text 48'-0"

AutoCAD SHX Text FLOOR TRENCH DRAIN WITH (24) 14"x24"x1.5" METAL DRAIN GRATES

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AutoCAD SHX Text 1'-2"

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AutoCAD SHX Text 14'x12' STEEL FIRE RATED OVERHEAD DOOR

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10" INSULATED BLOCK WALL (TYPICAL)

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10" INSULATED BLOCK WALL (TYPICAL)

AutoCAD SHX Text SLAB NOTE: : 6" THICK CONCRETE SLAB WITH 6X6 - W2.9 x W2.9 WELDED WIRE FABRIC REINFORCEMENT AT 1 " FROM TOP 12" FROM TOP OF SLAB. PLACE SLAB ARCHITECTURAL SPECIFIED VAPOR BARRIER AND OVER 6" (MIN) CRUSHED STONE BASE.

AutoCAD SHX Text SLAB NOTE: : 6" THICK CONCRETE SLAB WITH 6X6 - W2.9 x W2.9 WELDED WIRE FABRIC REINFORCEMENT AT 1 " FROM TOP 12" FROM TOP OF SLAB. PLACE SLAB ARCHITECTURAL SPECIFIED VAPOR BARRIER AND OVER 6" (MIN) CRUSHED STONE BASE.

AutoCAD SHX Text SLAB NOTE: : 6" THICK CONCRETE SLAB WITH 6X6 - W2.9 x W2.9 WELDED WIRE FABRIC REINFORCEMENT AT 1 " 12" FROM TOP OF SLAB. PLACE SLAB ARCHITECTURAL SPECIFIED VAPOR BARRIER AND OVER 6" (MIN) CRUSHED STONE BASE.

AutoCAD SHX Text B

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NEW ADDITION

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EXISTING GARAGE

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14'-0 " (REFERENCE)12" (REFERENCE)

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14'-10" (REFERENCE)

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17'-3 " (REFERENCE)14" (REFERENCE)

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15'-7 " (REFERENCE)34" (REFERENCE)

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35'-6" (REFERENCE)

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26'-0 " (REFERENCE)14" (REFERENCE)

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11'-3" (REFERENCE)

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10'-10" (REFERENCE)

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13'-9 " (REFERENCE)12" (REFERENCE)

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EXISTING OVERHEAD DOOR BAY 7

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EXISTING OVERHEAD DOOR BAY 6

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EXISTING OVERHEAD DOOR BAY 5

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EXISTING OVERHEAD DOOR BAY 4

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EXISTING OVERHEAD DOOR BAY 3

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EXISTING OVERHEAD DOOR BAY 2

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EXISTING OVERHEAD DOOR BAY 1

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PROPOSED ROOF DRAIN (TYP.)

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EXISTING FLOOR TRENCH DRAIN SEE MECHANICAL PLANS FOR DETAILS

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EXISTING FLOOR TRENCH DRAIN SEE MECHANICAL PLANS FOR DETAILS

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SEE SHEET 3.0 FOR "TRENCH DRAIN AND SLAB ON GRADE TYPICAL DETAIL"

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ANDERSEN 400 SERIES P3035 R.O. 3'-0 " X 3'-5 "12" X 3'-5 "38"

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ANDERSEN 400 SERIES P3035 R.O. 3'-0 " X 3'-5 "12" X 3'-5 "38"

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ANDERSEN 400 SERIES P3035 R.O. 3'-0 " X 3'-5 "12" X 3'-5 "38"

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ANDERSEN 400 SERIES P3035 R.O. 3'-0 " X 3'-5 "12" X 3'-5 "38"

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AutoCAD SHX Text NOTE: : CONTRACTOR TO COORDINATE COLOR SELECTIONS OF ALL MATERIALS WITH THE TOWNSHIP.

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OVERHEAD DOOR TO BE REPLACED (DOOR NO. 101) OPERATOR AND TRACK TO BE REUSED

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OVERHEAD DOOR TO BE REPLACED (DOOR NO. 101) OPERATOR AND TRACK TO BE REUSED

AutoCAD SHX Text 3'-4 "1316"

AutoCAD SHX Text 2'-11 "1516"

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3'-5 " ROUGH OPENING38" ROUGH OPENING

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ROUGH OPENING

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ANDERSEN PICTURE (FIXED) WINDOW P3035 SCALE "=1'-0"34"=1'-0"

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INSULATED GLAZING

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DOOR SCHEDULE

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SIZE

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DOOR NO.

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WIDE

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MATERIAL

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HIGH

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THICK

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MAT'L

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FRAME

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MAT'L

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TYPE

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LINTEL

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MAT'L

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THRESHOLD

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REMARKS

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STL.

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MET.

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INSULATED & WEATHERSTRIPPING

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AutoCAD SHX Text 1 "34"

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ALUM.

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HARDWARE

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ELECTRIC & MANUAL CHAIN OPERATED

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PANIC BAR WITH DOOR CLOSURE

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INSULATED

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STL.

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MET.

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FIRE RATED

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ELECTRIC & MANUAL CHAIN OPERATED

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AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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DATE

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NO.

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REVISIONS

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PLAN TITLE:

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PROJECT TITLE:

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SEAL:

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OF

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SHEET NO.

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PROJECT NO.

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DRAWN BY:

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CHECKED BY:

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SCALE:

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DATE:

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EAF

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JLS

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TOWNSHIP MAINTENANCE BUILDING

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PROPOSED FLOOR PLAN

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LONGSWAMP TOWNSHIP BERKS COUNTY PENNSYLVANIA

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102 LONGSDALE DRIVE

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MERTZTOWN, PA 19539

AutoCAD SHX Text 01/23/2026

AutoCAD SHX Text 09/01/2026

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PROJECT BID SET

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AutoCAD SHX Text 09/18/2026

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ADDENDUM 1

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EAST ELEVATION (LOOKING WEST) SCALE 3/16"=1'-0"

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METAL ROOF, 22 GAUGE, COLOR BY OWNER

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CONTINUOUS RIDGE VENT

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EXISTING STUCCO TO BE PAINTED

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EXISTING STUCCO TO BE PAINTED

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EXISTING STUCCO TO BE PAINTED

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EXISTING STUCCO TO BE PAINTED

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INSTALL SNOW GUARDS STAGGERED, TYPICAL ON BOTH SIDES OF ROOF

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NORTH ELEVATION (LOOKING SOUTH) SCALE 3/16"=1'-0"

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SIDING

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28'-2 " (REFERENCE)58" (REFERENCE)

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NEW AND EXISTING BLOCK WALL TO BE PAINTED

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SOUTH ELEVATION (LOOKING NORTH) SCALE 3/16"=1'-0"

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SIDING

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NEW AND EXISTING BLOCK WALL TO BE PAINTED

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WEST ELEVATION (LOOKING EAST) SCALE 3/16"=1'-0"

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METAL ROOF, 22 GAUGE, COLOR BY OWNER

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12'-8" REFERENCE

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NEW BLOCK WALL TO BE PAINTED

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NEW BLOCK WALL TO BE PAINTED

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INSTALL SNOW GUARDS STAGGERED, TYPICAL ON BOTH SIDES OF ROOF

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AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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DATE

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NO.

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PLAN TITLE:

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PROJECT TITLE:

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SEAL:

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OF

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SHEET NO.

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PROJECT NO.

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DRAWN BY:

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CHECKED BY:

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SCALE:

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DATE:

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EAF

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JLS

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TOWNSHIP MAINTENANCE BUILDING

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PROPOSED ELEVATIONS

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LONGSWAMP TOWNSHIP BERKS COUNTY PENNSYLVANIA

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102 LONGSDALE DRIVE

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MERTZTOWN, PA 19539

AutoCAD SHX Text 01/23/2026

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NOTE: 1. COLOR SELECTION OF ALL MATERIALS SHALL BE PER TOWNSHIP REQUEST.

AutoCAD SHX Text 09/01/2026

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PROJECT BID SET

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AutoCAD SHX Text 09/18/2026

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ADDENDUM 1

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FINISHED GRADE TO BE SLOPED AWAY FROM BUILDING

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WATER-PROOFING

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12" EXPANSION JOINT MATERIAL

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6 MIL POLYETHYLENE VAPOR BARRIER

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2" POLYSTYRENE FOAM INSULATION, R-10

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2" POLYSTYRENE FOAM INSULATION, R-10

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10" BLOCK FOUNDATION WALL

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POURED CONCRETE FOOTER

AutoCAD SHX Text 10"

AutoCAD SHX Text 7"

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NEW ADDITION MAINTENANCE GARAGE

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3'-0" (MIN)

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6" CRUSHED STONE

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NEW INSULATED FIXED WINDOW

AutoCAD SHX Text 10" EXTERIOR BLOCK WALL WITH HORIZONTAL JOINT REINFORCEMENT @ 16" O.C. AND EXPANDED POLYSTYRENE INSULATION INSERTS

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2X NAILER

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METAL DRIP EDGE

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2X6 FASCIA BOARD WITH ALUMINUM COVERING

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VENTED SOFFIT

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ALUMINUM GUTTER

AutoCAD SHX Text 1 1/2" STANDING SEAM METAL ROOF, 22 GAUGE OVER PLYWOOD; SEE STRUCTURAL DWGS FOR PLYWOOD INFO

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PRE-ENGINEERED ROOF TRUSS AT 24" ON CENTERS (DESIGN BY TRUSS MANUFACTURER)

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R-49 FIBERGLASS INSULATION WITH VAPOR BARRIER

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5/8" FIRE RATED DRYWALL

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10" BOND BEAM

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#4 BARS @ 48" O.C.

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REINFORCEMENT PER STRUCTURAL DRAWINGS SHEET S3.0

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REINFORCEMENT PER STRUCTURAL DRAWINGS SHEET S3.0

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REINFORCEMENT PER STRUCTURAL DRAWINGS SHEET S3.0

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AutoCAD SHX Text 6"

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6" CRUSHED STONE

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6" CONCRETE SLAB WITH 6X6 - W2.9 X W2.9 WELDED WIRE REINFORCEMENT

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INSTALL SNOW GUARDS STAGGERED, TYPICAL ON BOTH SIDES OF ROOF

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NEW ADDITION

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EXISTING MAINTENANCE GARAGE

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SECTION SCALE 1/2"=1'-0"

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EXISTING GARAGE

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CONTINUOUS RIDGE VENT

AutoCAD SHX Text 1 1/2" STANDING SEAM METAL ROOF, 22 GAUGE OVER PLYWOOD; SEE STRUCTURAL DWGS FOR PLYWOOD INFO

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PRE-ENGINEERED ROOF TRUSS AT 24" ON CENTERS (DESIGN BY TRUSS MANUFACTURER)

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R-49 FIBERGLASS INSULATION WITH VAPOR BARRIER

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5/8" FIRE RATED DRYWALL

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12" EXPANSION JOINT MATERIAL

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6 MIL POLYETHYLENE VAPOR BARRIER

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EXISTING FINISHED CONCRETE SLAB

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6" CRUSHED STONE

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EXISTING 10" BLOCK WALL

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EXISTING FOOTER

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EXISTING FOUNDATION WALL

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METAL DRIP EDGE

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ALUMINUM GUTTER

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PRE-ENGINEERED ROOF TRUSS AT 24" ON CENTERS (DESIGN BY TRUSS MANUFACTURER)

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2X NAILER

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2X6 FASCIA BOARD WITH ALUMINUM COVERING

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VENTED SOFFIT

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R-49 FIBERGLASS INSULATION WITH VAPOR BARRIER

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5/8" FIRE RATED DRYWALL

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EXISTING FINISHED CONCRETE SLAB

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EXISTING 10" BLOCK WALL

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EXISTING OVERHEAD GARAGE DOOR

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EXISTING CRUSHED STONE

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EXISTING FOOTER

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EXISTING FOUNDATION WALL

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AutoCAD SHX Text 1 1/2" STANDING SEAM METAL ROOF, 22 GAUGE OVER PLYWOOD; SEE STRUCTURAL DWGS FOR PLYWOOD INFO

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INSTALL SNOW GUARDS STAGGERED, TYPICAL ON BOTH SIDES OF ROOF

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AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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SEAL:

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OF

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PROJECT NO.

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DRAWN BY:

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CHECKED BY:

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DATE:

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EAF

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TOWNSHIP MAINTENANCE BUILDING

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PROPOSED SECTION B

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LONGSWAMP TOWNSHIP BERKS COUNTY PENNSYLVANIA

AutoCAD SHX Text 1/2"=1'-0"

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102 LONGSDALE DRIVE

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MERTZTOWN, PA 19539

AutoCAD SHX Text 01/23/2026

AutoCAD SHX Text 09/01/2026

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PROJECT BID SET

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AutoCAD SHX Text 09/18/2026

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ADDENDUM 1

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FINISHED GRADE TO BE SLOPED AWAY FROM BUILDING

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WATER-PROOFING

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12" EXPANSION JOINT MATERIAL

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6 MIL POLYETHYLENE VAPOR BARRIER

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2" POLYSTYRENE FOAM INSULATION, R-10

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2" POLYSTYRENE FOAM INSULATION, R-10

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10" BLOCK FOUNDATION WALL

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POURED CONCRETE FOOTER

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AutoCAD SHX Text 7"

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NEW ADDITION MAINTENANCE GARAGE

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3'-0" (MIN)

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6" CRUSHED STONE

AutoCAD SHX Text 10" EXTERIOR BLOCK WALL WITH HORIZONTAL JOINT REINFORCEMENT @ 16" O.C. AND EXPANDED POLYSTYRENE INSULATION INSERTS

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2X NAILER

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METAL DRIP EDGE

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2X6 FASCIA BOARD WITH ALUMINUM COVERING

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VENTED SOFFIT

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ALUMINUM GUTTER

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PRE-ENGINEERED ROOF TRUSS AT 24" ON CENTERS (DESIGN BY TRUSS MANUFACTURER)

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R-49 FIBERGLASS INSULATION WITH VAPOR BARRIER

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5/8" FIRE RATED DRYWALL

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10" BOND BEAM

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#4 BARS @ 48" O.C.

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REINFORCEMENT PER STRUCTURAL DRAWINGS SHEET S3.0

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REINFORCEMENT PER STRUCTURAL DRAWINGS SHEET S3.0

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AutoCAD SHX Text 6"

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6" CRUSHED STONE

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6" CONCRETE SLAB WITH 6X6 - W2.9 X W2.9 WELDED WIRE REINFORCEMENT

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REINFORCEMENT PER STRUCTURAL DRAWINGS SHEET S3.0

AutoCAD SHX Text 1 1/2" STANDING SEAM METAL ROOF, 22 GAUGE OVER PLYWOOD; SEE STRUCTURAL DWGS FOR PLYWOOD INFO

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INSTALL SNOW GUARDS STAGGERED, TYPICAL ON BOTH SIDES OF ROOF

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NEW ADDITION

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EXISTING MAINTENANCE GARAGE

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SECTION SCALE 1/2"=1'-0"

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EXISTING GARAGE

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PRE-ENGINEERED ROOF TRUSS AT 24" ON CENTERS (DESIGN BY TRUSS MANUFACTURER)

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R-49 FIBERGLASS INSULATION WITH VAPOR BARRIER

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5/8" FIRE RATED DRYWALL

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12" EXPANSION JOINT MATERIAL

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6 MIL POLYETHYLENE VAPOR BARRIER

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EXISTING FINISHED CONCRETE SLAB

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6" CRUSHED STONE

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5/8" FIRE RATED DRYWALL

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STEEL BEAM

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STEEL COLUMN AT CENTER OF SPAN

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EXISTING FOOTER

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EXISTING FOUNDATION WALL

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CONTINUOUS RIDGE VENT

AutoCAD SHX Text 1 1/2" STANDING SEAM METAL ROOF, 22 GAUGE OVER PLYWOOD; SEE STRUCTURAL DWGS FOR PLYWOOD INFO

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METAL DRIP EDGE

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ALUMINUM GUTTER

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PRE-ENGINEERED ROOF TRUSS AT 24" ON CENTERS (DESIGN BY TRUSS MANUFACTURER)

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2X NAILER

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2X6 FASCIA BOARD WITH ALUMINUM COVERING

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VENTED SOFFIT

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R-49 FIBERGLASS INSULATION WITH VAPOR BARRIER

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5/8" FIRE RATED DRYWALL

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EXISTING FINISHED CONCRETE SLAB

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EXISTING CRUSHED STONE

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EXISTING FOOTER

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EXISTING FOUNDATION WALL

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EXISTING 10" BLOCK WALL

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AutoCAD SHX Text 1 1/2" STANDING SEAM METAL ROOF, 22 GAUGE OVER PLYWOOD; SEE STRUCTURAL DWGS FOR PLYWOOD INFO

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INSTALL SNOW GUARDS STAGGERED, TYPICAL ON BOTH SIDES OF ROOF

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AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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DATE

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NO.

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REVISIONS

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PLAN TITLE:

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PROJECT TITLE:

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SEAL:

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OF

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SHEET NO.

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PROJECT NO.

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DRAWN BY:

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CHECKED BY:

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SCALE:

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DATE:

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EAF

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JLS

AutoCAD SHX Text 01/23/2026

AutoCAD SHX Text L22-24

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TOWNSHIP MAINTENANCE BUILDING

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PROPOSED SECTION C

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LONGSWAMP TOWNSHIP BERKS COUNTY PENNSYLVANIA

AutoCAD SHX Text 1/2"=1'-0"

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102 LONGSDALE DRIVE

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MERTZTOWN, PA 19539

AutoCAD SHX Text 09/01/2026

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PROJECT BID SET

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AutoCAD SHX Text 09/18/2026

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ADDENDUM 1

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