4a-Runway -100% Drawings_Part 4.pdf

PDF 15 MB Posted Jun 18, 2026

Attached to: 511/23420. JLM; Selfridge ANGB - Airfield Improvements
Solicitation number: RFP 171 260000002245 2
Issued by: Macomb County, Michigan

About this file

Written by GovTribe AI · Jun 22, 2026

This is a technical drawing document prepared by the State of Michigan Department of Technology, State Facilities Administration, Design and Construction Division, in conjunction with Mead & Hunt, Inc., for Selfridge Air National Guard Base in Michigan. The document depicts runway encroachment mitigation improvements as part of Task 1 airfield improvements to address runway encroachment issues. The project involves relocating Runway 01 and Runway 19 thresholds, reconstructing runway pavement from asphalt to concrete, establishing new clear zones (3,000' x 3,000') with associated graded areas (1,000' x 2,000'), constructing blast fencing, and relocating the perimeter road, Irwin Drain, and Rosso Highway corridor. The design includes 1,008 feet of hardened overrun on Runway 01 and 1,100 feet on Runway 19, with runway declared distances adjusted accordingly. The drawing is dated June 5, 2026, and identifies Runway 01 threshold relocation at station 115+00.00 and Runway 19 threshold relocation at station 196+90.00, with threshold-to-threshold landing lengths of 8,190 feet and takeoff lengths varying by runway and utilization of hardened overrun areas.

The document serves as part of the 100% final design submittal for this Type B-3 project and includes detailed site planning showing existing facilities, taxiways (A, B, E, G, H, J, K, and L), navigational aids (localizer relocation), security fencing, and surrounding infrastructure. The drawing incorporates multiple bore holes (BH#01 through BH#33) for subsurface investigation and identifies numerous site features including the existing hammerhead, blast pad relocation, and coordination with adjacent properties including a private industrial park, DNR yard, AT&T facilities, and a southwest landfill. Additional work includes taxiway modifications and the construction of a new hammerhead configuration to support the relocated runway thresholds.

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Other files

File	Type	Posted
4a-Runway -100% Drawings_Part 16.pdf	PDF	Jun 18, 2026
3-Attachment B - Sample CM Contract (Rev04-26).pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 13.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part1.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 12.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part3.pdf	PDF	Jun 18, 2026
2-Attachment A - Cost Details (511.23420.JLM).xlsx	XLSX spreadsheet	Jun 18, 2026
4a-Runway -100% Drawings_Part 11.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 14.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 5.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 9.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 8.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 10.pdf	PDF	Jun 18, 2026
4c-Taxiway A 35% Drawings.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 15.pdf	PDF	Jun 18, 2026
1-CM RFP (511.23420.JLM).pdf	PDF	Jun 18, 2026
4b-Runway Specifications.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 6.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 7.pdf	PDF	Jun 18, 2026

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X X X

X X

XXX

X X

UY GUY GUY GUY

G U

SB# 12

SB# 11

G U

R /W

R/W

R/W R/W

R/W

R /W

XXXX

X X

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X X

X X X

RWY 01 TAKEOFF LENGTH: 10,698' IF USING END OF HARDENED OVERRUN

RWY 01 TAKEOFF LENGTH (FROM TWY E/G): 9,690'

RWY 01 THRESHOLD TO THRESHOLD LANDING LENGTH: 8,190'

RWY 19 TAKEOFF LENGTH: 9,290' IF USING END OF HARDENED OVERRUN

RWY 19 THRESHOLD TO THRESHOLD LANDING LENGTH: 8,190'

80+00 85+00 90+00 95+00 100+00 105+00 110+00 115+00 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230+00

BH#03

BH#01

BH#02

BH#04

BH#05

BH#06

BH#07

BH#08

BH#09

BH#10

BH#33

BH#12

BH#11

18"

RWY 19 THRESHOLD AND SOUTH RUNWAY DISPLACEMENT AREA LANDING LENGTH: 9,690'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

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D B

D R

B Y:

C O

N O

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SHEET ID

SHEET OF 467

MI ANGB

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F M

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G Y, ST

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B -3

0% F

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I.S.H. 94

JEFFERSON AVE.

TAXIWAY B

TAXIWAY G

N. RIVER RD.

S. PERIMETER RD.

TAXIWAY A

EXISTING BLAST

PAD

EXISTING

HAMMERHEAD

EXISTING

RUNWAY 01

THRESHOLD

1,008' OF HARDENED

OVERRUN; MARKED

AND LIGHTED FOR

ADDITIONAL RUNWAY

DISPLACEMENT

AREA AVAILABLE 1,500' OF RUNWAY DISPLACEMENT AREA

RELOCATED

CLEAR ZONE

GRADED AREA

(1000' X 2,000')

RELOCATED

RUNWAY 01

CLEAR ZONE

(3,000' X 3,000')

RUNWAY ASPHALT

SHOULDER

RECONSTRUCTION

RUNWAY

PAVEMENT TO BE

RECONSTRUCTED

AS CONCRETE

NEW

HAMMERHEAD

EXISTING RUNWAY 19

THRESHOLD

690'

1100.00' OF HARDENED

OVERRUN; MARKED

AND LIGHTED FOR

ADDITIONAL RUNWAY

DISPLACEMENT AREA

AVAILABLE

200.00'

BLAST PAD

RELOCATED

RUNWAY 19

THRESHOLD

STA. 196+90.00

RELOCATED

CLEAR ZONE

GRADED AREA

(1,000' X 2,000')

RELOCATED

RUNWAY 19

CLEAR ZONE

(3,000' X 3,000')

RELOCATED PERIMETER ROAD, IRWIN

DRAIN, AND ROSSO HWY CORRIDOR.

8,190' THRESHOLD TO THRESHOLD

30' ESMT FOR

INGRESS/EGRESS

CONSTRUCT BLAST

FENCE

RELOCATE LOCALIZER

TAXIWAY A

RELOCATED

RUNWAY 01

THRESHOLD

STA. 115+00.00

D R

P R

U N

N C

GC155

10,798' (ULT.)

9,790' (ULT.)

8,290' (ULT.)

TRUE N

PLAN

NORTH

00 500 1000

8,790' (ULT.)

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JOY GATE

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GPN-12 SITE

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RANGE

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DNR

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STORAGE

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AT&T

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RANGE

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LANDFILL

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(QTY:18)

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4781PG

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Sheets and Views

GC155 RUNWAY DECLARED DISTANCES

File details come from the government source that posted it. Updated Jun 22, 2026.