0172-0048_Const Plan_Bid Set_230926.pdf

PDF 11 MB Posted Sep 27, 2023

Attached to: CIVIC CENTER STAND-BY GENERATOR State and local contract opportunity
Solicitation number: 2023-CCG
Issued by: Berrien County, Michigan

About this file

Written by GovTribe AI · Aug 8, 2025

This document is a comprehensive set of construction plans for the Springfield Township Civic Center Standby Generator Installation project in Oakland County, Michigan, prepared by Anderson, Eckstein and Westrick, Inc. and Peter Basso Associates Inc. The project involves installing a new standby generator at the township's civic center, with detailed civil, electrical, and mechanical engineering plans dated September 26, 2023. The plans include site details, soil erosion and sedimentation control plans, electrical and mechanical drawings, and technical specifications for the generator installation. The project scope covers the placement of a 19'x7' concrete generator pad, electrical connections, and associated site work.

The project documents include precise technical specifications for the generator installation, with detailed drawings showing electrical one-line diagrams, underground conduit details, and mechanical piping configurations. The plans outline specific requirements for site preparation, including soil erosion control, generator pad construction with #5 rebar reinforcement, and precise electrical and mechanical connections. The documents indicate a comprehensive approach to the generator installation, with careful consideration of site conditions, including benchmark elevations, soil types (primarily Riddles Sandy Loam), and specific technical requirements for electrical and mechanical systems. The project appears to be funded by Springfield Township and is prepared for bid issuance, with engineering work completed by professional engineering firms specializing in municipal infrastructure projects.

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0172-0048_Spec Complete_230926.pdf	PDF	Sep 27, 2023

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-0

N D

C001

Springfield Township Oakland County, Michigan

CIVIL SITE & DETAILS

Civic Center Standby Generator

MICHAEL D. SMITH, P.E. No. 6201056768 DATE

"I HEREBY CERTIFY THESE PLANS HAVE BEEN PREPARED UNDER MY

DIRECT SUPERVISION IN ACCORDANCE WITH ACT 240, PUBLIC ACTS

OF 1937 AS AMENDED- STATE OF MICHIGAN."

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

CIVIL ENGINEERS SURVEYORS ARCHITECTS

TOWNSHIP OFFICIALS

SUPERVISOR LAURA MOREAU

CLERK SEAN R. MILLER

TREASURER JAMIE L. DUBRE

TRUSTEES DAVE HOPPER

JASON PLISKA

DENNIS VALLAD

BILL WHITLEY

SOIL EROSION SEDIMENTATION PLAN

PROJECT SITE

WRC SOIL EROSION AND SEDIMENTATION CONTROL DETAILS 1 OF 1

TITLE SHEET C001

INDEX TO SHEETS

CIVIL

ELECTRICAL STANDARDS AND DRAWING INDEX E001

ELECTRICAL STANDARD SCHEDULES E002

ELECTRICAL NEW WORK SITE PLAN E003

ELECTRICAL

ONE LINE DIAGRAM AND ELECTRICAL DETAILS E501

MECHANICAL DEMOLITION AND NEW WORK PLANS M002

MECHANICAL

MECHANICAL STANDARDS AND DRAWING INDEX M001

C002 C003

Peter Basso Associates Inc

MECHANICAL DETAILS M601

09-26-2023

B.M.#1

CIVIC CENTER BUILDING

1'-0"

4'-0"

7' -0

19'-0"

#5 @ 12" O.C. TOP AND BOT

PAD SUPPORT PIER

6 REQUIRED (1'-0" DIA.)

ALL CONDUIT MAX.

HEIGHT ABOVE PAD 1 1/2"

BARS

1' -6

1'-6"

CONTROL JOINT, TYP

CONDUIT STUB-UP

AREA VERIFY WITH

GENERATOR

MANUFACTURER

EXISTING CONCRETE PAD

MATCH EXISTING GRADE

(INSTALL 1/2" FIBER EXPANSION

JOINT BETWEEN EXISTING AND

PROPOSED CONCRETE PADS)PROPOSED

GENERATOR PAD

GRADE BEYOND

SEE PLAN

1' -6

#5 @ 12" O.C. TOP

AND BOT

℄ PIER

1'-0" DIA. DRILLED PIER W / 4 - #4

VERTICAL BARS AND #3

CIRCULAR TIES @ 12" OC

(PROVIDE CASING AS REQUIRED)

4 - #4 DOWELS INTO

CONCRETE PAD

3' -0

3' -6

BENCH MARKS

(NAVD88 DATUM)

BENCH MARK NO. 1

"X" ON E. RIM OF CATCH

BASIN @ SPILLWAY ON THE

W. SIDE OF THE EAST

PARKING LOT

ELEVATION: 984.48

BENCH MARK NO. 2

MAG NAIL IN W. CONCRETE

LIGHT POLE BASE IN ISLAND

@ THE N.E. CORNER OF THE

E. PARKING LOT

ELEVATION: 988.37

BENCH MARK NO. 3

MAG NAIL IN E. CONCRETE

LIGHT POLE BASE @ S. END

OF LARGE ISLAND IN W.

PARKING LOT

ELEVATION: 985.02

BENCH MARK NO. 4

"X" ON S. SIDE OF BOTTOM

FLANGE OF GATE POST ON

THE NORTH SIDE OF THE

DRIVE TO THE BASIN

PRESERVE

ELEVATION: 993.33

BENCH MARK NO. 5

"□" ON N. SIDE CONCRETE

LIGHT POLE BASE @

DAVISBURG ELEMENTARY, S.

SIDE DAVISBURG RD., W.

SIDE OF THE STAFF AND BUS

PARKING LOT

ELEVATION: 1001.95

CIVIL SITE &

DETAILS PLAN

C002

ESR MDS JUNE 2023

1" = 20'

10 20 40

09-26-2023 BID ISSUE

0172-0048

CIVIC CENTER

STANDBY GENERATOR

SPRINGFIELD TOWNSHIP

SHEET TITLE:

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

02_const--9/25/2023 1:47:53 PM

M:\0172\0172-0048\CIVIL\CAD\DRAWINGS\ENG\00_CONST PLANS.DWG

Know what's below.

72 hours before you dig.

Call R

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

Peter Basso Associates Inc

NOTES:

1. SEE SIM-ESIG PAGES 3-6-9 & 3-6-10 FOR PAD AND GROUND ROD INSTALLATION DETAILS

AND 3-7-11 FOR MINIMUM CLEARANCES TO OBSTRUCTIONS.

2. CONCRETE MIX 6 BAGS PER YARD.

3. MINIMUM COMPRESSIVE STRENGTH 3500 PSI AT 28 DAYS.

4. SEE SPECIFICATIONS FOR ADDITIONAL GENERATOR REQUIREMENTS. COORDINATE

PAD SIZE WITH ACTUAL PURCHASED GENERATOR AND ACCEPTED OPTIONS BEFORE

POURING OF CONCRETE PAD.

COORDINATE PAD PLACEMENT

AND FACING DIRECTION WITH

GENERATOR MANUFACTURER

AND OWNER

CONCRETE GENERATOR PAD

SCALE 1" = 5'

PROPOSED 19'x7' CONCRETE

GENERATOR PAD. (SEE CONCRETE

PAD DETAIL THIS SHEET)

(SEE ELECTRICAL AND

MECHANICAL PLANS FOR

GENERATOR DETAILS)

CROSS SECTION A-A

SCALE 1" = 5'

B.M.#4

B.M.#2

B.M.#1

B.M.#3

CIVIC CENTER BUILDING

BENCH MARKS

(NAVD88 DATUM)

BENCH MARK NO. 1

"X" ON E. RIM OF CATCH

BASIN @ SPILLWAY ON THE

W. SIDE OF THE EAST

PARKING LOT

ELEVATION: 984.48

BENCH MARK NO. 2

MAG NAIL IN W. CONCRETE

LIGHT POLE BASE IN ISLAND

@ THE N.E. CORNER OF THE

E. PARKING LOT

ELEVATION: 988.37

BENCH MARK NO. 3

MAG NAIL IN E. CONCRETE

LIGHT POLE BASE @ S. END

OF LARGE ISLAND IN W.

PARKING LOT

ELEVATION: 985.02

BENCH MARK NO. 4

"X" ON S. SIDE OF BOTTOM

FLANGE OF GATE POST ON

THE NORTH SIDE OF THE

DRIVE TO THE BASIN

PRESERVE

ELEVATION: 993.33

BENCH MARK NO. 5

"□" ON N. SIDE CONCRETE

LIGHT POLE BASE @

DAVISBURG ELEMENTARY, S.

SIDE DAVISBURG RD., W.

SIDE OF THE STAFF AND BUS

PARKING LOT

ELEVATION: 1001.95

LOCATION MAP

NOT TO SCALE

NSITE

DAVISBURG ROAD

PARCEL 07-18-251-009

12000 DAVISBURG ROAD, DAVISBURG, MI 48350

PART OF THE EAST HALF OF SECTION 18, TOWN 4 NORTH, RANGE 18 EAST, SPRINGFIELD TOWNSHIP, OAKLAND

COUNTY, MICHIGAN, BEING DESCRIBED AS:

THAT PART OF THE EAST HALF OF THE EAST HALF OF SECTION 18, LYING SOUTHERLY OF THE GRAND TRUNK RAILROAD RIGHT OF WAY AND NORTHERLY OF THE CENTERLINE OF DAVISBURG ROAD, EXCEPT A 20 FOOT STRIP LYING ADJACENT TO THE SOUTH RIGHT OF WAY LINE OF THE GRAND TRUNK RAILROAD AND EXTENDS WESTERLY

412.50 FEET, MORE OR LESS, FROM THE EAST LINE OF SECTION 18; ALSO, THAT PART OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 18 LYING SOUTH OF THE GRAND TRUNK RAILROAD RIGHT OF WAY, EXCEPT THE WESTERLY 304.90 FEET; ALSO, THAT PART OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 18 LAYING NORTH OF DAVISBURG ROAD, EXCEPT THE WESTERLY 304.90 FEET. CONTAINING 89.81 ACRES, MORE OR LESS.

FROM RECORDS ONLY, NO FIELD SURVEY PERFORMED. SUBJECT TO ANY AND ALL EASEMENTS AND RIGHTS OF WAY

OF RECORD OR OTHERWISE.

LEGAL DESCRIPTION

SOIL EROSION

SEDIMENTATION

PLAN

C003"

MJS MDS APRIL 2022

1" = 30'

15 30 60

09-26-2023 BID ISSUE

0172-0048

CIVIC CENTER

STANDBY GENERATOR

SPRINGFIELD TOWNSHIP

SHEET TITLE:

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

03_Soil--9/25/2023 1:47:56 PM

M:\0172\0172-0048\CIVIL\CAD\DRAWINGS\ENG\00_CONST PLANS.DWG

Know what's below.

72 hours before you dig.

Call R

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

Peter Basso Associates Inc

LEGEND

NOTE:

GROSS ACREAGE

DISTURBED IS 0.02 ACRES

STORM CATCH BASIN (FIELD)

STORM CATCH BASIN (PAVT.)

STORM SEWER

SILT FENCE

INLET FILTER AT CATCH BASIN

SILT FENCE AT CATCH BASIN

LIMITS OF DISTURBANCE

SOIL EROSION AND SEDIMENTATION CONTROL NOTES

All erosion and sedimentation control work shall conform to the current standards and specifications of the county drain commissioner and the township.

Daily inspections shall be made by the contractor for effectiveness of erosion and sedimentation control measures. Any necessary repairs shall be performed without delay.

Erosion and any sedimentation from work on this site shall be contained within the work area and not allowed to collect on any off-site areas, roadways, or in waterways. Waterways include both natural and man-made open ditches, streams, storm drains, lakes, ponds and wetlands.

The contractor shall apply temporary erosion and sedimentation control measures as directed on these plans and where otherwise required by the work. The contractor shall remove temporary measures as soon as permanent stabilization of slopes, ditches, and other stabilization improvements have been accomplished.

The contractor shall preserve natural vegetation as much as possible. All on site and off site areas disturbed by construction shall be restored to equal or better than original existing conditions.

Protect all existing trees that are to remain, including their branches and roots, from damage due to this work unless specifically identified for removal. At the discretion of the township the contractor may be required to place tree protection fencing or other protection devices to prevent unnecessary damage.

Stabilization of all disturbed areas shall be established using the appropriate vegetation within five days of completion of final grading.

The contractor shall sweep the existing streets surrounding the project site as needed.

The contractor shall be responsible for dust control created from the project and shall provide all equipment and material necessary to keep dust in check at all times. The contractor shall respond immediately to any and all complaints.

Install a crushed concrete access drive placed on geotextile fabric as indicated on the plan. The access drive must be a minimum of 12' x 50' x 6".

A. New layers of crushed concrete will be added as old layers become compacted.

Install site fence as indicated on the plans and at additional areas as necessary.

A. Silt fence shall be installed per detail B. Build up of sediment shall be removed when the sediment accumulates to 1/3 to 1/2 of the height of the silt fence.

C. If silt fence fabric decomposes or becomes ineffective prior to the end of expected usable life and the barrier is still required, the fabric shall be replaced promptly.

D. Silt fence shall be inspected weekly under normal conditions, within 24 hours of a rainfall event and daily during a prolonged rain event. required maintenance shall be provided promptly.

All dewatering shall be discharged into an approved dewatering bag in an upland non erodible area.

All dirt tracked onto any roadway shall be removed immediately.

Nearest watercourse: Kirby Lake Distance to nearest watercourse in feet: 800'± to the North

The contractor's representative will be responsible for maintaining permanent and temporary soil erosion and sedimentation control measures on a weekly basis and after every storm event.

Erosion Control, Silt Fence (TYP.)

(SEE DETAIL ON WRC DETAIL SHEET)

20C

44C

44B

44C

11B

SOILS INFORMATION

44B - Riddles Sandy Loam, 1 to 6 percent slopes

44C - Riddles Sandy Loam, 6 to 12 percent slopes

5145 Livernois, Suite 100

Fax: 248-879-0007 Troy, Michigan 48098-3276

Tel: 248-879-5666 www.PeterBassoAssociates.com

CONSULTING ENGINEERS

Peter Basso Associates Inc

PBA Project No.: 2023.0221

SHEET TITLE:

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

0172-0048

SPRINGFIELD TOWNSHIP

09/22/2023

95% OWNER REVIEW08-16-2023

Know what's below.

72 hours before you dig.

Call R

FINAL PLAN SET09-06-2023

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315 www.aewinc.com

Springfield Township Civic Center Standby g:\2023\2023-0221-00\CAD\2023-0221-E0-IND.dwg

Generator Installation

BID ISSUE09-26-2023

EMGQOT

ELECTRICAL

STANDARDS AND

DRAWING INDEX

E001

NONE

Troy, Michigan 48098-3276

Tel: 248-879-5666 www.PeterBassoAssociates.com

CONSULTING ENGINEERS

Peter Basso Associates Inc

PBA Project No.: 2023.0221

SHEET TITLE:

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

0172-0048

SPRINGFIELD TOWNSHIP

09/22/2023

95% OWNER REVIEW08-16-2023

Know what's below.

72 hours before you dig.

Call R

FINAL PLAN SET09-06-2023

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315 www.aewinc.com

Springfield Township Civic Center Standby g:\2023\2023-0221-00\CAD\2023-0221-E0-IND.dwg

Generator Installation

BID ISSUE09-26-2023

EMGQOT

ELECTRICAL

STANDARD

SCHEDULES

E002

Know what's below .

Call before you dig.

5145 Livernois, Suite 100

Fax: 248-879-0007 Troy, Michigan 48098-3276

Tel: 248-879-5666 www.PeterBassoAssociates.com

CONSULTING ENGINEERS

Peter Basso Associates Inc

PBA Project No.: 2023.0221

SHEET TITLE:

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

0172-0048

SPRINGFIELD TOWNSHIP

09/22/2023

95% OWNER REVIEW08-16-2023

Know what's below.

72 hours before you dig.

Call R

FINAL PLAN SET09-06-2023

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315 www.aewinc.com

Springfield Township Civic Center Standby g:\2023\2023-0221-00\CAD\2023-0221-E0-SPN.dwg

Generator Installation

BID ISSUE09-26-2023

EMGQOT

ELECTRICAL NEW

WORK SITE PLAN

E003

1"=20'

Fax: 248-879-0007 Troy, Michigan 48098-3276

Tel: 248-879-5666 www.PeterBassoAssociates.com

CONSULTING ENGINEERS

Peter Basso Associates Inc

PBA Project No.: 2023.0221

SHEET TITLE:

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

0172-0048

SPRINGFIELD TOWNSHIP

09/22/2023

95% OWNER REVIEW08-16-2023

Know what's below.

72 hours before you dig.

Call R

FINAL PLAN SET09-06-2023

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315 www.aewinc.com

Springfield Township Civic Center Standby g:\2023\2023-0221-00\CAD\2023-0221-E5-DG.dwg

Generator Installation

BID ISSUE09-26-2023

EMGQOT

ONE LINE DIAGRAM

AND ELECTRICAL

DETAILS

E501

Troy, Michigan 48098-3276

Tel: 248-879-5666 www.PeterBassoAssociates.com

CONSULTING ENGINEERS

Peter Basso Associates Inc

PBA Project No.: 2023.0221

SHEET TITLE:

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

0172-0048

SPRINGFIELD TOWNSHIP

09/22/2023

95% OWNER REVIEW08-16-2023

Know what's below.

72 hours before you dig.

Call R

FINAL PLAN SET09-06-2023

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315 www.aewinc.com

Springfield Township Civic Center Standby g:\2023\2023-0221-00\CAD\2023-0221-M0-IND.dwg

Generator Installation

BID ISSUE09-26-2023

WSEWSE

MECHANICAL

STANDARDS AND

DRAWING INDEX

M001

Troy, Michigan 48098-3276

Tel: 248-879-5666 www.PeterBassoAssociates.com

CONSULTING ENGINEERS

Peter Basso Associates Inc

PBA Project No.: 2023.0221

SHEET TITLE:

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

0172-0048

SPRINGFIELD TOWNSHIP

09/22/2023

95% OWNER REVIEW08-16-2023

Know what's below.

72 hours before you dig.

Call R

FINAL PLAN SET09-06-2023

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315 www.aewinc.com

Springfield Township Civic Center Standby g:\2023\2023-0221-00\CAD\2023-0221-M0-SPN.dwg

Generator Installation

BID ISSUE09-26-2023

WSEWSE

MECHANICAL

DEMOLITION AND NEW

WORK PLANS

M002

1"=10'

Troy, Michigan 48098-3276

Tel: 248-879-5666 www.PeterBassoAssociates.com

CONSULTING ENGINEERS

Peter Basso Associates Inc

PBA Project No.: 2023.0221

SHEET TITLE:

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

0172-0048

SPRINGFIELD TOWNSHIP

09/22/2023

95% OWNER REVIEW08-16-2023

Know what's below.

72 hours before you dig.

Call R

FINAL PLAN SET09-06-2023

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315 www.aewinc.com

Springfield Township Civic Center Standby g:\2023\2023-0221-00\CAD\2023-0221-M6-DT.dwg

Generator Installation

BID ISSUE09-26-2023

WSEWSE

MECHANICAL DETAILS

M601

01_Cover

02_const

03_Soil

04_WRC Soil Erosion Standard Details

05_E001 ELECTRICAL STANDARDS AND DRAWING INDEX

06_E002 ELECTRICAL STANDARD SCHEDULES

07_E003 ELECTRICAL NEW WORK SITE PLAN

08_E501 ONE LINE DIAGRAM AND ELECTRICAL DETAILS

09_M001 MECHANICAL STANDARDS AND DRAWING INDEX

10_M002 MECHANICAL DEMOLITION AND NEW WORK PLANS

11_M601 MECHANICAL DETAILS

	2023-09-26T14:07:48-0400
Michael Smith

File details come from the government source that posted it. Updated Aug 8, 2025.