03 Drawings - Demo of B1405_ 2024-06-28 r1.pdf

PDF 7 MB Posted Jul 16, 2024

Attached to: VGLZ 232024 Demolition of B-1405
Solicitation number: W50S8524B0014
Issued by: Department of the Army Michigan Army National Guard

About this file

Written by GovTribe AI · Jul 18, 2024

This document is a solicitation for the demolition of Building 1405 at Selfridge Air National Guard Base in Michigan. The key details are:

The solicitation number is W50S8524B0014 and the project is named VGLZ 232024 Demolition of B-1405. The scope includes demolishing the 2-story masonry and concrete building, as well as associated site work like removing pavement, sidewalks, utilities, and landscaping. The period of performance is 180 calendar days after the notice to proceed. This is a 100% small business set-aside with a NAICS code of 238910 (Site Preparation Contractors). Proposals are due by the date specified in the instructions, and an original bid bond is required. A pre-bid conference and site visit are highly encouraged for prospective bidders. Funds are not presently available, but the government anticipates funds will be available prior to September 30, 2024.

View the file

Other files

File	Type	Posted
W50S8524B0014 Bid Opening sign in sheet.pdf	PDF	Aug 27, 2024
OF_1419A W50S8524B0014 (B1405 Demo) pg 2.pdf	PDF	Aug 27, 2024
OF_1419 Bid Abstract W50S8524B0014 (B1405 Demo).pdf	PDF	Aug 27, 2024
Amednment 01 W50S8524B0014.pdf	PDF	Aug 23, 2024
Request for Information Log W50S8524B0014.pdf	PDF	Aug 20, 2024
Attendance Sheet - Pre-Bid Site Visit.pdf	PDF	Aug 2, 2024
Pre-Bid Conference Site Visit Minutes.pdf	PDF	Aug 2, 2024
Pre-Bid Conference_Site Visit SLIDES W50S8524B0014.pdf	PDF	Aug 2, 2024
Copy of 127 SFS Vetting Form - Password is 127sfs.xlsx	XLSX spreadsheet	Jul 18, 2024
1405-ACM report.pdf	PDF	Jul 16, 2024
W50S8524B0014.pdf	PDF	Jul 16, 2024
01 PWS MTC- ANG Demo - 1405 (2) sf table r2.pdf	PDF	Jul 16, 2024
04-Sup02 Form 66 mod.pdf	PDF	Jul 16, 2024
127 SFS Foreign Visit Form - Password is 127sfs.xlsx	XLSX spreadsheet	Jul 16, 2024
02-Specifications r2.pdf	PDF	Jul 16, 2024

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SELFRIDGE AVE

PLEGUE AVE

RANGE

DRIVING

1 2 3 4 5

SHEET OF

Engineer/Consultants

Sheet Title

DEMOLITION

OF BLDG. 1405

COVER SHEET

1 7

REVISIONS:

Project Number:

File:

Drawn By:

Checked By: M. THOMPSON

M. THOMPSON

J. AUSTIN

xxxxxxx.dwg

VGLZ 232024

Mark Date Description

PROJECT

Scale: N.T.S.

Date: 04 APR 2023

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\CE Color PATCH small.jpg

SITE LOCATION MAP

SCALE: N.T.S.

W E

PROJECT INDEX

SHEET NO. DESCRIPTION

1 OF 7 COVER SHEET

2 OF 7 SOIL EROSION, SEDIMENTATION CONTROL PLAN

NOTES & DETAILS

3 OF 7 SESC INSTALLATION NOTES & DETAILS

4 OF 7 FINISHED GRADING PLAN

5 OF 7 DEMOLITION SITE PLAN

6 OF 7 UTILITIES DEMOLITION SITE PLAN

7 OF 7 EXISTING PLANS & ELEVATIONS FOR REFERENCE

SYMBOLS

WALL SECTION NO. 2 CAN BE

SEEN ON PAGE 7

ELEVATION MARKER

ELEVATION NO. 1 CAN BE

SEEN ON PAGE 10

ARCHITECTURAL SYMBOLSMATERIALS SYMBOLS

PLAN SECTION

CONCRETE

EARTH

GRAVEL

ABBREVIATIONS

BD BOARD

BLDG BUILDING

CMU CONCRETE MASONRY UNIT

(E) EXISTING

CONC. CONCRETE

FIN. FL. FINISHED FLOOR

M.H. MAN HOLE

MTL. MATERIAL

NIC NOT IN CONTRACT

HM HOLLOW METAL

MFR. MANUFACTURER

FIN. FINISH

DRAWING NAME

SCALE:

NO.

SHT

MASONRY

FENCE

BRICK

STORM

ST ST ST ST

MATERIAL TO BE

REMOVED

HIDDEN

DOOR ID NUMBER

DEMOLITION OF BLDG. 1405

VGLZ 232024

MAIN GATE

BLDG 1405

GAS

GAS GAS GAS GAS

CATCH BASINCB

N.T.S NOT TO SCALE

C.O. CLEAN OUT

CB CATCH BASIN

WD WOOD

SIM. SIMILIAR

SS STAINLESS STEEL

T&B TOP AND BOTTOM

O.C. ON CENTER

O.H. OVERHEAD

UG UNDERGROUND

TYP. TYPICAL

WWF WELDED WIRE FABRIC

SANGB SELFRIDGE AIR NATL GUARD BASE

SAN SANITARY

FH FIRE HYDRANT

KVA KILOVOLT-AMPERES

SANITARY

WATER

MANHOLEMH

CT COURT

EX EXISTING

T.O. TOP OF

TRAVEL ROUTE

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ILS GLIDESLOPE

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PAPI

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JOY GATE

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SOUTH ST.

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TOWER

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GPN-12 SITE

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SMALL

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ARMS

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RANGE

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'C' ST.

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'D' ST.

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GOLF COURSE

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GOLF

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GATE

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SEA WALL

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PAPI

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LAUNCH

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BOAT

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DNR

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AutoCAD SHX Text 20181

AutoCAD SHX Text 20180

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STORAGE

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STORAGE

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GMQ-32 (NORTH)

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GLIDESLOPE ANTENNA

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ANTENNA

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HOT CARGO

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PAD

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PRIVATE INDUSTRIAL PARK

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DNR YARD

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SOUTH RIVER

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SCHOOL

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MAC &

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AT&T

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'E' ST.

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MARINA

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LAUNCH

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PG971

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SOUTH PERIMETER RD

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IRWIN ROAD

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SOUTH PERIMETER RD

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SCHOOLHOUSE RD

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E. JOY BLVD

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BUNKER RD

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WEST PERIMETER ROAD

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SCHILLING ST.

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EIELSON RD.

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DOOLITTLE DR

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AMMO RD

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NORTH PERIMETER ROAD

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ANDERSEN

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ELLSWORTH ST.

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ALTUS ST.

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CARSWELL ST.

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CASTLE AVE.

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PLATTSBURG ST.

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CASTLE AVE

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STABLES RD.

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ROSSO HWY

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FALCON DR.

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DOOLITTLE DR

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DOOLITTLE DR.

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NIKE ROAD

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MITCHELL ST

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ASH ST

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MAPLE ST

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OAK ST

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SUPPLY ST

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GEORGE AVE

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TUSKEGEE AIRMAN WAY

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WAGNER ST

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MITCHELL ST.

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GEORGE AVE

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WILBUR WRIGHT BLVD

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SUPERIOR ST.

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STRAUBLE

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GEN. ANDREWS DR.

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GEORGE AVE.

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SKEEL

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BOYLE

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SKEEL

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WOLD AVE.

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BOYLE

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LAKE ST

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LAKE ST.

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LUFBERRY ST

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KEITH AVE

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KELLY

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WEST PERIMETER RD

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FISH POND ROAD

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JEFFERSON AVE.

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RECREATION DR

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MAIN GATE

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N. PERIMETER RD

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BRIAN DR.

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JEFFERSON AVE

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DOOLITTLE DR

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SUPPLY ST

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MITCHELL ST

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LUKE AVE

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GEORGE AVE

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E. JOY BLVD

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HALL RD (M-59)

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JEFFERSON AVE

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CLINTON RIVER

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OLD NORTH RIVER RD

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NORTH RIVER RD

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NORTH RIVER RD

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IRWIN ROAD

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PRODUCTION DRIVE

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EXECUTIVE DRIVE

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EXECUTIVE DRIVE

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EXIT 237

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EXIT 240

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AVIATION DR

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CAMP GROUND

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SHORELINE

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SYLVIA ST

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DULUTH ST

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MILAN ST

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DULUTH ST

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SOUTH RIVER RD

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SOUTH RIVER RD

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BRIDGEVIEW ST

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E. DULUTH ST

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SOUTHPOINTE

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MEMORY LANE

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MILAN ST

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SOUTH RIVER RD

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SOUTH RIVER RD

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SEA RAY DR.

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MR. MAC DR.

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EVERGREEN DR.

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FAIRCLOTH DR.

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SEABREEZE DR

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SPINDRIFT DR.

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AMBER DR

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GOLDIE DR.

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SEA RAY DR.

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ACCESS DRIVE

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ACCESS DRIVE

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ACCESS DRIVE

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ACCESS DRIVE

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ACCESS DRIVE

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ACCESS DRIVE

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ACCESS DRIVE

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AIR PARK

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WOLD AVE.

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ERIE ST

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SUGARBUSH ROAD

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RAYS

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TAXIWAY 'A'

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TAXIWAY 'C'

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TAXIWAY 'C'

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TAXIWAY 'B'

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TAXIWAY 'B'

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TAXIWAY 'H'

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TAXIWAY 'J'

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TAXIWAY 'M'

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TAXIWAY 'L'

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TAXIWAY 'B'

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TAXIWAY 'K'

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TAXIWAY 'A'

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TAXIWAY 'G'

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TAXIWAY 'A'

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TAXIWAY 'G'

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TAXIWAY 'E'

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GUN BUTT

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DNR PROPERTY

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CLINTON RIVER

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CLINTON RIVER

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CLINTON RIVER

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CLINTON RIVER

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JEFFERSON AVE

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HENNINGS ST

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EXIT 241

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21 MILE ROAD

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21 MILE ROAD

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SUGARBUSH ROAD

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21 MILE ROAD

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AutoCAD SHX Text 6776-Track

AutoCAD SHX Text 6775-Soccer

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JOHNSON ST

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TOWN CENTER BLVD

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TOWN CENTER BLVD

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DASR

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WILEY CIR

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DTE

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ASR

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DIGGER ODELL

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DIGGER

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0DELL

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TUSKEGEE AIRMAN WAY

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SOUTH PERIMETER RD

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GEORGE AVE

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WEST PERIMETER ROAD

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AutoCAD SHX Text 127th WING/CIVIL ENGINEER

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SELFRIDGE AIR

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NATIONAL GUARD

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BASE, MICHIGAN

T.O. CB

T.O. MH

T.O. CB

WOODED AREA

WET LANDS

WOODED AREA

1. THIS PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE WITH PART 91 OF ACT 451 OF 1994, AS AMENDED, THE

SOIL EROSION AND SEDIMENTATION CONTROL ACT AND THE MACOMB COUNTY SOIL EROSION AND

SEDIMENTATION CONTROL ORDINANCE.

2. ALL EROSION AND SEDIMENTATION CONTROL WORK SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS

OF THE MACOMB COUNTY PUBLIC WORKS OFFICE.

3. EROSION AND ANY SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND NOT

ALLOWED TO COLLECT ON ANY OFF SITE AREAS OR IN WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND

MAN MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES, AND PONDS.

4. STAGING THE WORK WILL BE DONE BY THE LANDOWNER OR LANDOWNER'S REPRESENTATIVE AS DIRECTED IN

THESE PLANS AND AS REQUIRED TO ENSURE PROGRESSIVE STABILIZATION OF DISTURBED EARTH CHANGE.

5. THE LANDOWNER OR LANDOWNER'S REPRESENTATIVE SHALL BE RESPONSIBLE FOR INSTALLATION AND

MAINTENANCE OF SOIL EROSION AND SEDIMENTATION CONTROL DEVICES.

6. THE LANDOWNER OR LANDOWNER'S REPRESENTATIVE SHALL IMPLEMENT AND MAINTAIN THE SOIL EROSION

CONTROL MEASURES AS SHOWN ON THE PLANS BEFORE AND AT ALL TIMES DURING CONSTRUCTION ON THIS

PROJECT. ANY MODIFICATIONS OR ADDITIONS TO SOIL EROSION CONTROL MEASURES DUE TO CONSTRUCTION

OR CHANGED CONDITIONS SHALL BE COMPLIED WITH AS REQUIRED OR DIRECTED BY THE MACOMB COUNTY

PUBLIC WORKS OFFICE.

7. IF ANY OF THE SESC MEASURES ON THE SITE ARE DEEMED INADEQUATE OR INEFFECTIVE, THE MACOMB

COUNTY PUBLIC WORKS OFFICE SESC DIVISION HAS THE RIGHT TO REQUIRE ADDITIONAL SESC MEASURES AT

THE EXPENSE OF THE LANDOWNER.

8. INSTALL SILT FENCE AS INDICATED ON THE PLAN AND AT ADDITIONAL AREAS AS NECESSARY.

A. SILT FENCE SHALL BE INSTALLED PER DETAIL

B. BUILD UP OF SEDIMENT SHALL BE REMOVED WHEN 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 SILT FENCE SHALL BE

REPLACED PROMPTLY.

D. SILT FENCE SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN 24 HOURS

OF RAINFALL AND DAILY DURING A PROLONGED RAIN EVENT. REQUIRED MAINTENANCE SHALL

BE PROVIDED PROMPTLY.

9. INSTALL BAG AND FRAME INLET PROTECTORS ON ALL CATCH BASINS AND MAN HOLES PER DETAILS.

A. INLET FILTERS SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN 24 HOURS F RAINFALL, AND DAILY DURING A PROLONGED RAIN EVENT.

B. BUILDUP OF SEDIMENT AND DEBRIS SHALL BE REMOVED PROMPTLY.

C. IF 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.

10. INLET PROTECTORS AND DISCHARGE BAGS SHALL BE INSPECTED DAILY. IF ANY DEWATERING IS NEEDED, IT

SHALL BE DISCHARGED THROUGH A FILTER BAG OVER A WELL VEGETATED AREA. THE PUMP MUST DISCHARGE

AT A NON-EROSIVE VELOCITY. IF NECESSARY, AN APPROVED ENERGY DISSIPATER MAY BE USED.

11. TEMPORARY STONE ACCESS DRIVE SHALL BE A MINIMUM OF 50' OR THE BUILDING ENVELOPE. A WOVEN

GEOTILE FABRIC IS REQUIRED BELOW THE STONE. SEE DETAIL.

12. ALL STOCK PILED SOILS SHALL BE MAINTAINED IN SUCH A WAY AS TO PREVENT EROSION FROM LEAVING THE

SITE. IF THE STOCKPILE WILL BE ON SITE FOR MORE THAN 30 DAYS, THE STOCKPILE MUST BE SEEDED. SILT

FENCE MUST BE INSTALLED AROUND THE PERIMETER OF THE STOCKPILE. NO EXCAVATED MATERIAL WILL BE

STOCKPILED ON SITE.

13. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH UNWETHERED SMALL GRAIN STRAW, SPREAD

UNIFORMLY AT THE TARE OF 1-1/2 TO 2 TONS PER ACRE OR 100 POUNDS (2-3 BALES) PER1000 SQUARE FEET.

THIS MULCH SHOULD BE ANCHORED WITH DISC TYPE MULCH ANCHORING TOOL OR OTHER MEANS AS

APPROVED BY THE MACOMB COUNTY PUBLIC WORKS OFFICE. MULCH MATTING MAY BE USED IN LIEU OF LOOSE

MULCH.

14. ALL DIRT TRACKED ONTO ANY ROADWAY SHALL BE REMOVED IMMEDIATELY.

15. STREETS AND OR PARKING AREAS WILL BE SCRAPED ON A DAILY BASIS AND SWEPT AT A MINIMUM OF ONCE PER

WEEK BY THE LANDOWNER OR LANDOWNER'S REPRESENTATIVE.

16. DURING DRY PERIODS, ALL DISTURBED AREAS SHALL BE WATERED FOR DUST CONTROL.

17. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY DISTURBED

LAND AREA SHALL BE COMPLETED WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH

CHANGE HAS BEEN COMPLETED. WHEN IT IS NOT POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED ARE

AFTER EARTH CHANGE HAS BEEN COMPLETED OR WHERE SIGNIFICANT EARTH CHANGE SHALL BEEN

COMPLETED OR WHERE SIGNIFICANT EARTH CHANGES ACTIVITY CEASES, TEMPORARY SOIL EROSION CONTROL

MEASURES SHALL BE IMPLEMENTED IMMEDIATELY. ALL TEMPORARY SOIL EROSION CONTROL SHALL BE

MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURE ARE IMPLEMENT. ALL PERMANENT SOIL

EROSION CONTROL MEASURES WILL BE IMPLEMENTED AND ESTABLISHED BEFORE A CERTIFICATE OF

COMPLIANCE IS ISSUED.

18. FINAL GRADE, ESTABLISH VEGETATION, AND OR LANDSCAPE ALL DISTURBED AREAS NOT BUILD OR PAVED UPON.

19. REMOVE ALL TEMPORARY SOIL EROSION DEVICES AFTER PERMANENT STABILIZATION IS ESTABLISHED.

SOIL TYPES: SEE SOIL SERIES DESCRIPTION THIS SHEET.

NAME OF NEAREST WATERCOURSE IN FEET: LAKE ST. CLAIR, EAST; CLINTON RIVER, SOUTH.

DISTANCE TO NEAREST WATERCOURSE IN FEET: 7,500 FT AND 12,000 FT.

NAME(S) AND PHONE NUMBERS (S) FOR THE PERSON(S) RESPONSIBLE FOR THE MAINTENANCE OF ALL

TEMPORARY SOIL EROSION CONTROL MEASURES WILL BE PROVIDED WHEN THE CONTRACTOR IS SELECTED.

CONTRACTOR INFO TBD. NAME: PHONE: EMAIL:

NOTE:

THE CONTRACTOR SHALL PROVIDE THE NAME AND NUMBERS ON CONTACTS FOR ALL TEMPORARY &

PERMANENT EROSION CONTROL MEASURES AT THE TIME OF PERMIT.

APPROXIMATE START DATE:_______________________

APPROXIMATE COMPLETION DATE:_________________

TOTAL ACRES DISTURBED: 2.54

I UNDERSTAND MY RESPONSIBILITY OUTLINED UNDER THESE GUIDELINES.

LANDOWNER'S SIGNATURE:___________________________________________ DATE:______________

MCCOPW SOIL EROSION AND SEDIMENTATION CONTROL NOTES

AND MAINTENANCE NOTES

OPERATION TIME SCHEDULE

YEAR

INSTALL EROSION CONTROL MEASURES

REMOVE HAZARDOUS MATERIALS

ELECTRICAL HAZARDOUS

REMOVAL OF DEBRIS

PRE-DEMOLITION

DEMOLITION PHASE

WASTE MANAGEMENT

RECYCLING OF WASTE

TRANSPORTATION OF WASTE

POST DEMOLITION ACTIVITIES

GRADING OPERATIONS

REPORTING

MO MO MO MO

SELFRIDGE AVE

PLEGUE AVE

0.7% Au Gres sand, 0 to 6 percent slopes: 155,659 sq.ft

1.7% Brevort-Selfridge complex: 378,207 sq.ft

0% Fulton loam, 0 o 2 percent slopes: 4,272 sq.ft

61.9% Made land: 13,469,069 sq.ft

4.1% Paulding clay: 899,586 sq.ft

0.6% Selfridge fine sand, 0 to 2 percent slopes: 132,892 sq.ft

2.9% Selfridge-Lenawee complex 0 to 4 percent slopes: 631,267 sq.ft

9.7% Toledo clay: 2,111,492 sq.ft

18.3% Toledo silty clay loam: 3,988,054 sq.ft

SOIL SERIES DESCRIPTION

SHEET OF

Engineer/Consultants

Sheet Title

DEMOLITION

OF BLDG. 1405

SOIL EROSION,

SEDIMENTATION

CONTROL PLAN

NOTES & DETAILS

2 7

REVISIONS:

Project Number:

File:

Drawn By:

Checked By: M. THOMPSON

M. THOMPSON

J. AUSTIN

xxxxxxx.dwg

VGLZ 232024

Mark Date Description

PROJECT

Scale: N.T.S.

Date: 28 MAR 2024

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

EXISTING TOPOGRAPHICAL PLAN

SCALE: 1:40.

LOCATION MAP

NOTE:

THIS PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE

WITH PART 91 OF ACG 451 OF 1994, AS AMENDED. "THE

SOIL EROSION AND SEDIMENT CONTROL ACT"

ALL TEMPORARY EROSION & SEDIMENT CONTROL

PRACTICES SHOULD BE INSPECTED DAILY. CONTRACTOR

SHALL REMOVE TRASH AND DISPOSE OF IN A PROPER

MANNER

NOTE:

GROSS ACREAGE DISTURBED IS 2.54 ACRES.

PARCELL ID NO. 12-06-200-002

NOTE:

THE CONTRACTOR SHALL SWEEP ROADS & PARKING

AREAS DAILY AS REQUIRED BY M.C.O.P.W.C. & SELFRIDGE

ANG BASE.

RESTORE ALL DISTURBED AREAS WITH TOPSOIL, SEED &

MULCH.

DEWATERING IS ANTICIPATED ON THIS PROJECT.

THE SOIL EROSION CONTACT PERSON WILL BE PROVIDED

WHEN THE CONTRACTOR IS SELECTED.

STABILIZED

CONSTRUCTION

ENTRANCE

W E

BENCH MARK No. 1

LOCATED ON CENTERPOINT OF SAN. MH

21'+/- N.OF SELFRIDGE AVE. 61'+/- E.OF BUILDING 127.

ELEVATION: 576.71

OPERATION TIME SCHEDULE

SOIL EROSION QUANTITIES:

SILT FENCE 1,545 LF

BAG AND FRAME INLET PROTECTOR 4 EA

PUMP DISCHARGE BAG 1 EA

TEMPORARY STOCK PILE AREAS 1 EA

LEGEND:

BAG & FRAME INLET PROTECTOR

SPOT ELEVATIONS

SILT FENCE

STONE ACCESS DRIVE

CONC OR ASPHALT

BUILDING

EXISTING CONTOURS

EXISTING SPOT ELEVATIONS

EXISTING TREE

SITE MAP

NOTE:

OPERATION TIME SCHEDULE UNKNOWN DUE TO FUNDING CONSTRAINTS. WILL PROVIDE UPDATE.

LAKE ST. CLAIR

HALL RD.

MAIN

GATE

B-1405

LEGAL DESCRIPTION

SELFRIDGE AIR NATIONAL GUARD BASE

SURVEY & SUBDIVISION PART OF PRIVATE CLAIM 693 LOTS 2 TO 15

INCLUDED TAKEN FOR SELFRIDGE FIELD, TOWN 2 NORTH, RANGE 14

EAST, HARRISON TOWNSHIP, MACOMB COUNTY, MICHIGAN.

SEE SHEET 4

FOR FINAL CONTOURS

LIMIT OF ARE TO BE DISTURBED

BENCHMARK

NO. 1

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PAPI

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GLIDESLOPE ANTENNA

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PLATTSBURG ST.

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CASTLE AVE

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STABLES RD.

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FALCON DR.

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TAXIWAY 'K'

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TAXIWAY 'A'

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WEST PERIMETER ROAD

AutoCAD SHX Text 12-06-200-002

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PAPI

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JOY GATE

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TOWER

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GPN-12 SITE

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SMALL

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ARMS

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RANGE

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'C' ST.

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'D' ST.

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SEA WALL

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LAUNCH

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BOAT

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DNR

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AutoCAD SHX Text 20181

AutoCAD SHX Text 20180

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STORAGE

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GMQ-32 (NORTH)

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GLIDESLOPE ANTENNA

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HOT CARGO

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PAD

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PRIVATE INDUSTRIAL PARK

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AT&T

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'E' ST.

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MARINA

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LAUNCH

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PG971

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IRWIN ROAD

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E. JOY BLVD

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BUNKER RD

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WEST PERIMETER ROAD

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SCHILLING ST.

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EIELSON RD.

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DOOLITTLE DR

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AMMO RD

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NORTH PERIMETER ROAD

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ANDERSEN

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ELLSWORTH ST.

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ALTUS ST.

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CARSWELL ST.

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CASTLE AVE.

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PLATTSBURG ST.

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CASTLE AVE

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STABLES RD.

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ROSSO HWY

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FALCON DR.

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DOOLITTLE DR

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DOOLITTLE DR.

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MITCHELL ST

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ASH ST

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MAPLE ST

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OAK ST

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SUPPLY ST

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GEORGE AVE

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TUSKEGEE AIRMAN WAY

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WAGNER ST

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MITCHELL ST.

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GEORGE AVE

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WILBUR WRIGHT BLVD

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SUPERIOR ST.

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STRAUBLE

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GEORGE AVE.

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SKEEL

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BOYLE

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SKEEL

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BOYLE

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LAKE ST

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LAKE ST.

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LUFBERRY ST

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KEITH AVE

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KELLY

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FISH POND ROAD

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JEFFERSON AVE.

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RECREATION DR

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MAIN GATE

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N. PERIMETER RD

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JEFFERSON AVE

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DOOLITTLE DR

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SUPPLY ST

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MITCHELL ST

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LUKE AVE

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GEORGE AVE

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E. JOY BLVD

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HALL RD (M-59)

AutoCAD SHX Text I-94

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JEFFERSON AVE

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EXECUTIVE DRIVE

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EXIT 240

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CAMP GROUND

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SHORELINE

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ACCESS DRIVE

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ACCESS DRIVE

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ACCESS DRIVE

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ACCESS DRIVE

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ACCESS DRIVE

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AIR PARK

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ERIE ST

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SUGARBUSH ROAD

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TAXIWAY 'A'

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TAXIWAY 'C'

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TAXIWAY 'B'

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TAXIWAY 'H'

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TAXIWAY 'J'

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TAXIWAY 'M'

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TAXIWAY 'L'

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TAXIWAY 'B'

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TAXIWAY 'K'

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TAXIWAY 'A'

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TAXIWAY 'A'

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GUN BUTT

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JEFFERSON AVE

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HENNINGS ST

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EXIT 241

AutoCAD SHX Text I-94

AutoCAD SHX Text

21 MILE ROAD

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21 MILE ROAD

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SUGARBUSH ROAD

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21 MILE ROAD

AutoCAD SHX Text

AutoCAD SHX Text 6776-Track

AutoCAD SHX Text 6775-Soccer

AutoCAD SHX Text

JOHNSON ST

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TOWN CENTER BLVD

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TOWN CENTER BLVD

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DASR

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WILEY CIR

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DTE

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ASR

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DIGGER ODELL

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DIGGER

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0DELL

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TUSKEGEE AIRMAN WAY

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GEORGE AVE

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WEST PERIMETER ROAD

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AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

1. THE PLAN AND UNDERGROUND THE PLAN AND UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE GOVERNMENT MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE GOVERNMENT FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION.

SHEET OF

Engineer/Consultants

Sheet Title

DEMOLITION

OF BLDG. 1405

SESC INSTALLATION

NOTES AND DETAILS

3 7

REVISIONS:

Project Number:

File:

Drawn By:

Checked By: M. THOMPSON

M. THOMPSON

J. AUSTIN

xxxxxxx.dwg

VGLZ 232024

Mark Date Description

PROJECT

Scale: N.T.S.

Date: 28 MAR 2024

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

SESC INSTALLATION DETAILS

N.T.S.

SESC INSTALLATION DETAILS

N.T.S.

SESC INSTALLATION DETAILS

N.T.S.

SESC INSTALLATION DETAILS

N.T.S.

SESC INSTALLATION DETAILS

N.T.S.

SESC INSTALLATION DETAILS

N.T.S.

SESC INSTALLATION DETAILS

N.T.S.

SESC INSTALLATION DETAILS

N.T.S.

AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

NOT USED

T.O. CB

EX. UTILITY

POLE

T.O. CB

T.O. MH

PROPOSED CONTOURS SHALL MATCH

EXISTING CONTOURS. AVOID PONDING

TO THE GREATEST EXTENT POSSIBLE.

WOODED AREA

WET LANDS

WOODED AREA

TREE LINE

1 2 3 4 5

SHEET OF

Engineer/Consultants

Sheet Title

DEMOLITION

OF BLDG. 1405

FINISHED

GRADING PLAN

4 7

REVISIONS:

Project Number:

File:

Drawn By:

Checked By: M. THOMPSON

M. THOMPSON

J. AUSTIN

xxxxxxx.dwg

VGLZ 232024

Mark Date Description

PROJECT

Scale: 1"=30'

Date: 28 MAR 2024

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

FINISHED GRADING PLAN

SCALE: 1:30'

W E

AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

POLE

EX. ASPHALT PARKING LOT.

EX. TEST WELLS

EX. EDGE OF TREES

POLE

UTILITY

POLE

EX. UTILITY

EX. CB

C.O.

EX. 3-50KVA

EX FH

EX. LIGHT

EX. ASPHALT DRIVE

EX. BASKETBALL CT

EX. FLAG

POLE

EX. LIGHT

EX.. STM. CB

2-STORY BLOCK BLDG

TO REMAIN

Project Location

Selfridge Air National Guard Base (SANGB) is located in Macomb County on the western shore of Lake St. Clair. Large Portions

EX. M.H.

EX. ASPHALT PARKING LOT.

EX. CONC. WALK

EX. STM. CB

E X

S P

H A

EX. EDGE OF TREES

EX. BLDG.

EX. CONC. WALK

EX. TREE TO REMAIN

1 2 3 4 5

SHEET OF

Engineer/Consultants

Sheet Title

DEMOLITION

OF BLDG. 1405

DEMOLITION

SITE PLAN

5 7

REVISIONS:

Project Number:

File:

Drawn By:

Checked By: M. THOMPSON

M. THOMPSON

J. AUSTIN

xxxxxxx.dwg

VGLZ 232024

Mark Date Description

PROJECT

Scale: 1/32" = 1'-0"

Date: 28 MAR 2024

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

DEMOLITION SITE PLAN

SCALE: 1/32" = 1'-0"

W E

SAW CUT, REMOVE AT

EXISTING CONTROL JOINTS

DEMOLITION NOTES

1. REMOVE AND DISPOSE OF ENTIRE EXISTING BUILDING 1405 INCLUDE EXCAVATION TO DEPTH TO REMOVE FOOTINGS.

2. REMOVE AND DISPOSE OF EXISTING CONC. SIDEWALK (SHOWN SHADED).

3. REMOVE AND DISPOSE OF EXISTING PAVERS.

4. REMOVE AND DISPOSE OF EXISTING FLAG POLE.

5. REMOVE AND DISPOSE OF EXISTING METAL CYCLONE FENCE, POLES AND GATE.

6. REMOVE AND DISPOSE OF EXISTING ASPHALT PAVING AND BASE COURSES.

7. REMOVE AND DISPOSE OF EXISTING CONC. PAVING AND BASE COURSES.

8. REMOVE AND DISPOSE OF EXISTING BAR-B-QUE STRUCTURE, i.e. BRICKS, CONC. SLAB, ELECTRICAL AND METAL POLES.

9. REMOVE AND DISPOSE OF EXISTING TRELLIS, PLANTER, BRUSH AND METAL FRAMING.

10. REMOVE AND DISPOSE OF EXISTING LIGHT POLE IN ITS ENTIRETY.

11. REMOVE AND DISPOSE OF EXISTING STOP SIGN.

12. REMOVE AND DISPOSE OF EXISTING OUTDOOR POWER OUTLETS.

13. REMOVE AND DISPOSE OF EXISTING FELLED TREES AND BRUSH.

14. REMOVE AND DISPOSE OF EXISTING BUILT IN PICNIC TABLE.

15. REMOVE AND DISPOSE OF EXISTING PALLET STRUCTURE.

16. SEE DRAWING 5 OF 6 FOR REMOVAL OF ELECTRICAL SERVICE.

17. SEE DRAWING 5 OF 6 FOR REMOVAL OF FIRE HYDRANT.

18. REMOVE AND DISPOSE OF EXISTING TEST WELLS

GENERAL NOTES

1. DASHED LINES INDICATE WHICH ITEMS ARE TO BE DEMOLISHED.

2. ALL CATCH BASINS TO REMAIN. EXCEPT WHERE NOTED.

3. SEE SHEET 3 OF 4 FOR REMOVAL OF SITE UTILITIES AND SERVICES.

4. THE DRAWINGS ARE BASED ON EXISTING PLANS AND SITE OBSERVATIONS. LAYOUTS AND

DIMENSIONS ARE APPROXIMATE DO NOT SCALE DRAWINGS. VERIFY CONDITIONS AND

DIMENSIONS ON SITE PRIOR TO BIDDING.

5. ALL DEMOLISHED MECHANICAL AND ELECTRICAL ITEMS SHALL BE REMOVED, INCLUDING MAIN

RUNS AND SERVICE LINES, TO SOURCE.

6. THESE DRAWINGS ARE INTENDED TO SHOW THE GENERAL SCOPE OF DEMOLITION REQUIRED

TO SATISFACTORILY DEMO BUILDING 1405, EXISTING PARKING AND EXISTING UTILITIES AND

UNDERGROUND STRUCTURES. IT IS NOT INTENDED TO SHOW EVERY ITEM OF DEMOLITION THE

CONTRACTOR MAY HAVE TO PERFORM. CONTRACTOR SHALL VISIT THE SITE CAREFULLY

EXAMINE EXISTING CONDITIONS AND SHALL PERFORM ALL DEMOLITION REQUIRED TO ACHIEVE

THE FINAL DESIGN INTENT AS REQUIRED BY THE CONTRACT DOCUMENTS.

BLDG. 1405 - BUILDING DESCRIPTION

THE BUILDING IS A 2-STORY STRUCTURE BUILT PRIMARILY OF MASONRY AND REINFORCED CONCRETE.

THE FIRST LEVEL FLOOR IS CONCRETE SLAB ON GRADE WITH A SMALL PORTION OF SUPPORTED SLAB OVER

A SMALL BASEMENT IN THE SOUTH EAST CORNER. THE EXTERIOR WALLS ARE MASONRY.

CONCRETE COLUMNS SUPPORT SPANS. INTERIOR WALLS ARE EITHER

CONCRETE BLOCK, NON-BEARING, OR GYPSUM BOARD METAL FRAMZ E E. THE SECOND FLOOR AND ROOF

DECKS ARE REINFORCED SLABS. THE ROOF IS A FLAT BUILT UP MEMBRANE SYSTEM. DOORS ARE A HOLLOW

METAL AND STEEL TYPE. WINDOWS ARE STEEL FRAME. ALL INTERIOR AND EXTERIOR SURFACES ARE PAINTED.

TWO SMALL MECHANICAL ROOMS, ONE IN THE BASEMENT AND ONE DIRECTLY ABOVE IT ON THE FIRST FLOOR, HOUSE HVAC EQUIPMENT AND SERVICE ENTRANCES.

THIS DESCRIPTION IS FOR GENERAL OVERVIEW OF THE BUILDING CONSTRUCTION AND IS NOT INTENDED

TO DESCRIBE THE BUILDING IN DETAIL. THE CONTRACTOR IS NOT RELIEVED OF HIS RESPONSIBILITY TO

VERIFY ON SITE THE EXISTING CONDITIONS.

AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

EX. CB

BASKETBALL CT

PARKING LOT

18" STORM SEWER

8" SANITARY SEWER

3-50KVA

M.H.

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

S G

A S

2-STORY BLOCK BLDG

A N

I T

A R

E W

E R

C.O.

DOMESTIC

8" STORM SEWER

C.B.

C.O.

6" SANITARY SEWER

C.O.

T O

E R

C.O.

4" RC

8" SANITARY SEWER

18" STORM SEWER

A T

E R

F.H.

U G

A B

L E

A T

E R

M.H.

M.H.1

C.O.

4" RC

T O

E R

C.O.

4" RC

C.O.

3" RC

4" RC

C.O.

EMPTY & REMOVE

GREASE TRAP

CATCH BASIN

TO REMAIN

A N

I T

A R

E W

E R

CUT & CAP

SAN. SEWER

CUT & CAP

STORM SEWER

CUT & CAP

GAS SERVICE

OH ELECTRICAL SERVICECUT & CAP

GAS SEWER

CUT & CAP

SAN. SEWER

WATER SERVICE

CUT WATER SERVICE

BASEMENT FLOOR PLAN

SAN & STORM

TO REMAIN

RETURN GAS METER

TO SANG BASE

A T

E R

TO BLDG 1411

RETURN GAS

METER TO SANGB

REMOVE UTILITY POLE 214-2 AND

REMOVE TRANSFORMER FOR BUILDING 1405

ALSO REMOVE ELECTRICAL SERVICE BACK TO POLE 214-1

POLE 214-1

POLE 214-2

8 9

TELEPHONE SERVICE

COMMS TO VERIFY

1 2

4 5

1 2 3 4 5

SHEET OF

Engineer/Consultants

Sheet Title

DEMOLITION

OF BLDG. 1405

UTILITIES

DEMOLITION

SITE PLAN

6 7

REVISIONS:

Project Number:

File:

Drawn By:

Checked By: M. THOMPSON

M. THOMPSON

J. AUSTIN

xxxxxxx.dwg

VGLZ 232024

Mark Date Description

PROJECT

Scale: 1/16" = 1'-0"

Date: 28 MAR 2024

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

DEMOLITION SITE UTILITY PLAN

SCALE: 1/16" = 1'-0"

W E

GENERAL NOTES:

1. CONTACT UTILITIES BEFORE DISCONNECTING SERVICES.

2. THE AREA OVER THE EXISTING FACILITY TO BE REMOVED OR ABANDONED SHALL BE EXCAVATED

AND, AFTER REMOVAL OR ABANDONMENT AS SPECIFIED, SHALL BE BACKFILLED AND COMPACTED.

3. CONTACT LOCAL UTILITIES PRIOR TO EXCAVATION TO VERIFY

LOCATION OF UNDERGROUND SERVICES.

4. SEE SHEET 4 OF 6 FOR BUILDING DEMOLITION NOTES.

5. ALL METERS (WATER, GAS, ELECTRIC, ETC.) SHALL BE REMOVED AND UTILITY

TURNED OVER TO SANGB.

6. ALL GAS REGULATORS SHALL BE TURNED OVER TO SANGB.

REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES:

REMOVAL:

1. WHERE INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER, EXISTING UTILITY

PIPELINES, CONDUITS, AND OR APPURTENANCES SHALL BE REMOVED BY THE CONTRACTOR.

2. EQUIPMENT AND WIRING TO BE REMOVED SHALL BE DE-ENERGIZED PRIOR TO ANY DEMOLITION WORK.

3. EQUIPMENT INDICATED TO BE REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF IN ACCORDANCE

WITH APPLICABLE LAWS AND ENVIRONMENTAL REGULATIONS.

ABANDONMENT:

1. WHERE INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER, EXISTING SANITARY SEWERS, STORM,GAS AND WATER MAINS OR OTHER UTILITIES ABANDONED IN PLACE SHALL REMAIN IN PLACE.

2. THE CONTRACTOR SHALL EXPOSE AND CUT THE PIPELINE AT A MANHOLE UNLESS OTHERWISE NOTED.

DEMOLITION NOTES

1. REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT AND PIPE TO 4' BELOW FINISH GRADE

2. ABANDON PIPE IN PLACE THAT IS INSIDE BLDG FOOTPRINT, IF IT IS 4' BELOW FINISH GRADE.

IF IT IS NOT DEEPER THAN 4' BELOW FINISH GRADE, THEN REMOVE AND DISPOSE OF IT..

3. REMOVE MANHOLE COVER AND RIM.

4. ABANDON PIPE IN PLACE.

5. CUT AND CAP WATER.

6. CUT AND CAP SAN SEWER AT MAN HOLE

7. TELEPHONE U.G SERVICE

8. POLE 214-1 AND SERVICE TO BLDG 1411 TO REMAIN

9. DISCONNECT CCTV CABLE FROM POLE 214-2, ROLL UP AND SECURE OFF THE GROUND

ONTO POLE 214-1.

10. REMOVE AND DISPOSE OF TELEPHONE RELAY BOX ON POLE 214-2.

AutoCAD SHX Text

CORR "D1"

AutoCAD SHX Text

VEST "C1"

AutoCAD SHX Text

CORR "C1"

AutoCAD SHX Text

AutoCAD SHX Text J.C.

AutoCAD SHX Text

VEST "A1"

AutoCAD SHX Text

CORR "A1"

AutoCAD SHX Text

VEST "B1"

AutoCAD SHX Text

CORR "B1"

AutoCAD SHX Text

MECH. RM.

AutoCAD SHX Text

AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

BATHROOM

LIGHT

TELEPHONE BOX

BATHROOM

1 2

4 5

1 2 3 4 5

SHEET OF

Engineer/Consultants

Sheet Title

DEMOLITION

OF BLDG. 1405

EXISTING PLANS

AND ELEVATIONS

FOR REFERENCE

ONLY

7 7

REVISIONS:

Project Number:

File:

Drawn By:

Checked By: M. THOMPSON

M. THOMPSON

J. AUSTIN

xxxxxxx.dwg

VGLZ 232024

Mark Date Description

PROJECT

Scale: N.T.S.

Date: 28 MAR 2024

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

FIRST FLOOR PLAN

SCALE: N.T.S.

SECOND FLOOR PLAN

SCALE: N.T.S.

W E

ELEVATION "A" SOUTH

SCALE: N.T.S.

ELEVATION "B" EAST

SCALE: N.T.S.

ELEVATION "C" NORTH

SCALE: N.T.S.

ELEVATION "D" NORTH

SCALE: N.T.S.

COURTYARD ELEVATIONS

SCALE: N.T.S.

COURTYARD ELEVATION "E"

COURTYARD ELEVATION "G"

COURTYARD ELEVATION "F"

COURTYARD ELEVATION "H"

NOTES:

THIS SHEET IS FOR REFERENCE ONLY.

IT IS TO PROVIDE A GENERAL OVERVIEW OF THIS

BUILDING. THE INFORMATION IS GATHERED FROM

PREVIOUS PROJECT DOCUMENTS AND MAY NOT

BE ENTIRELY ACCURATE. THE CONTRACTOR

SHALL BE RESPONSIBLE TO VISIT THE SITE AND

VERIFY EXISTING CONDITIONS & QUANTITIES.

AutoCAD SHX Text

VEST "C2"

AutoCAD SHX Text

CORR "C2"

AutoCAD SHX Text

CORR "D2"

AutoCAD SHX Text

VEST "A2"

AutoCAD SHX Text

VEST "B2"

AutoCAD SHX Text

CORR "B2"

AutoCAD SHX Text

CORR "D1"

AutoCAD SHX Text

VEST "C1"

AutoCAD SHX Text

CORR "C1"

AutoCAD SHX Text

AutoCAD SHX Text J.C.

AutoCAD SHX Text

VEST "A1"

AutoCAD SHX Text

CORR "A1"

AutoCAD SHX Text

VEST "B1"

AutoCAD SHX Text

CORR "B1"

AutoCAD SHX Text

AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

NOTE: FOR INFORMATION PURPOSES ONLY. NOT FOR DESIGN OR CONSTRUCTION. FIELD VERIFY DIMENSIONS PRIOR TO DESIGN AND PRIOR TO CONSTRUCTION.

Demo of B1405_ 28MAR2024-SHEET1

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SHEET1

Demo of B1405_ 28MAR2024-SHEET 2

Sheets and Views

SHEET 2

Demo of B1405_ 28MAR2024-SHEET 3

Sheets and Views

SHEET 3

Demo of B1405_ 28MAR2024-SHEET 4

Sheets and Views

SHEET 4

Demo of B1405_ 28MAR2024-SHEET 5

Sheets and Views

SHEET 5

Demo of B1405_ 28MAR2024-SHEET 6

Sheets and Views

SHEET 6

Demo of B1405_ 28MAR2024-SHEET 7

Sheets and Views

SHEET 7

File details come from the government source that posted it. Updated Jul 18, 2024.