2651524024 GAAF Roads+Parking C10 C11 C12 C13 C14.pdf

PDF 2 MB Posted Apr 9, 2026

Attached to: 511/26117. AGY; GAAF - Construct Roads/ Parking Lots
Solicitation number: RFQ 171 260000000247 1
Issued by: Crawford County, Michigan

About this file

Written by GovTribe AI · Apr 13, 2026

This is a preliminary construction final record document issued by the State of Michigan Department of Technology, Management and Budget, Procurement and Real Estate Services Administration, in coordination with the Department of Military and Veterans Affairs for roads and parking lot construction at Grayling Army Airfield (GAAF) in Grayling, Michigan. The project, identified as 2651524024, involves the construction of roads and parking lots with multiple deductive alternates available. The document includes detailed construction plans with section views (C10, C11, C12, C13, C14), site plans, demolition plans, and concrete pavement details. The project encompasses approximately 11,198 square yards of hot mix asphalt (HMA) pavement for the main alternate, with alternative options including 6,245 square yards of eight-inch reinforced concrete pavement. Additional work includes installation of security fencing, gates, gravel shoulders, site grading, topsoil restoration, and landscape work. The design was completed in October 2024, with construction anticipated to begin in April 2026. The project includes seven exterior light fixtures with poles and requires contractor-approved construction layouts, soil erosion and sedimentation control measures, and material compaction to specified densities prior to pavement placement.

The construction specifications require placement of HMA surface in two lifts with engineer notification 48 hours prior to placement, installation of silt fence and erosion control measures before demolition, removal of topsoil and vegetation within pavement limits, and restoration of disturbed lawn areas with four inches of topsoil, fertilizer, seed, and mulch blanket. Security improvements include chain-link fencing with barbed wire, aluminum sliding gates with specific dimensions (26-foot clear opening), and GSA perimeter safety signs installed at 100-foot intervals. The project includes provisions for existing utilities protection, tree removal with wood chip disposal within one mile of the work area, and contractor responsibility for determining final quantities of trees and brush requiring removal with no additional compensation. Contact information for pre-construction coordination is provided, with a requirement to contact Mr. Michael Halcomb at Camp Grayling Engineering 72 hours (3 working days) before beginning any excavation work.

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Other files

File	Type	Posted
2651524024 GAAF Roads+Parking C5 C6 C7 C8 C9.pdf	PDF	Apr 9, 2026
Federal Provisions Addendum with Appendix Revised 250312.pdf	PDF	Apr 9, 2026
2651524024 GAAF Roads+Parking G1 C1 C2 C3 C4.pdf	PDF	Apr 9, 2026
511_26117_AGY DTMB0415 Advertisement.pdf	PDF	Apr 9, 2026
2651524024 Construct Roads and Parking Lots GAAF Project Manual.pdf	PDF	Apr 9, 2026
BABAA Compliance - Construct Perimeter Roads and Parking Lots GAAF.pdf	PDF	Apr 9, 2026
Service Disabled Veteran Owned Business Info Sheet 2025.pdf	PDF	Apr 9, 2026
2651524024 GAAF Roads+Parking E1 E2 E3.pdf	PDF	Apr 9, 2026

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AutoCAD SHX Text

ELEV = 1146.746

AutoCAD SHX Text

GRADE BREAK OFFSET = -30.000

AutoCAD SHX Text

ELEV = 1148.245

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text

ELEV = 1146.839

AutoCAD SHX Text

GRADE BREAK OFFSET = 30.000

AutoCAD SHX Text

ELEV = 1148.245

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text 1.01%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 2.65%

AutoCAD SHX Text 30.000

AutoCAD SHX Text -30.000

AutoCAD SHX Text

ELEV = 1146.692

AutoCAD SHX Text

GRADE BREAK OFFSET = -30.000

AutoCAD SHX Text

ELEV = 1148.756

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text

ELEV = 1147.363

AutoCAD SHX Text

GRADE BREAK OFFSET = 30.000

AutoCAD SHX Text

ELEV = 1148.756

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text -4.96%

AutoCAD SHX Text -6.50%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 3.23%

AutoCAD SHX Text 3.54%

AutoCAD SHX Text 30.000

AutoCAD SHX Text 0.000

AutoCAD SHX Text -30.000

AutoCAD SHX Text

ELEV = 1146.805

AutoCAD SHX Text

GRADE BREAK OFFSET = -30.000

AutoCAD SHX Text

ELEV = 1148.875

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text

ELEV = 1146.230

AutoCAD SHX Text

GRADE BREAK OFFSET = 30.000

AutoCAD SHX Text

ELEV = 1148.875

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text 1.52%

AutoCAD SHX Text -17.56%

AutoCAD SHX Text -17.06%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 2.77%

AutoCAD SHX Text 30.000

AutoCAD SHX Text -30.000

AutoCAD SHX Text

ELEV = 1147.277

AutoCAD SHX Text

GRADE BREAK OFFSET = -30.000

AutoCAD SHX Text

ELEV = 1148.994

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text

ELEV = 1146.076

AutoCAD SHX Text

GRADE BREAK OFFSET = 30.000

AutoCAD SHX Text

ELEV = 1148.994

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text 1.52%

AutoCAD SHX Text -17.56%

AutoCAD SHX Text -18.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text 1.96%

AutoCAD SHX Text 30.000

AutoCAD SHX Text -30.000

AutoCAD SHX Text

ELEV = 1147.640

AutoCAD SHX Text

GRADE BREAK OFFSET = -30.000

AutoCAD SHX Text

ELEV = 1149.321

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text

ELEV = 1147.172

AutoCAD SHX Text

GRADE BREAK OFFSET = 30.000

AutoCAD SHX Text

ELEV = 1149.321

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text -10.61%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 1.59%

AutoCAD SHX Text 30.000

AutoCAD SHX Text 0.000

AutoCAD SHX Text -30.000

AutoCAD SHX Text

ELEV = 1147.214

AutoCAD SHX Text

GRADE BREAK OFFSET = -30.000

AutoCAD SHX Text

ELEV = 1149.489

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text

ELEV = 1145.929

AutoCAD SHX Text

GRADE BREAK OFFSET = 30.000

AutoCAD SHX Text

ELEV = 1149.489

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text -20.25%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 0.93%

AutoCAD SHX Text 30.000

AutoCAD SHX Text -30.000

AutoCAD SHX Text

ELEV = 1147.077

AutoCAD SHX Text

GRADE BREAK OFFSET = -30.000

AutoCAD SHX Text

ELEV = 1149.656

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text

ELEV = 1145.898

AutoCAD SHX Text

GRADE BREAK OFFSET = 30.000

AutoCAD SHX Text

ELEV = 1149.656

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text -20.58%

AutoCAD SHX Text -21.91%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 0.98%

AutoCAD SHX Text 30.000

AutoCAD SHX Text 0.000

AutoCAD SHX Text -30.000

AutoCAD SHX Text

ELEV = 1147.308

AutoCAD SHX Text

GRADE BREAK OFFSET = -30.000

AutoCAD SHX Text

ELEV = 1149.824

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text

ELEV = 1147.733

AutoCAD SHX Text

GRADE BREAK OFFSET = 30.000

AutoCAD SHX Text

ELEV = 1149.824

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text -10.28%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 1.24%

AutoCAD SHX Text 30.000

AutoCAD SHX Text -30.000

AutoCAD SHX Text

ELEV = 1147.388

AutoCAD SHX Text

GRADE BREAK OFFSET = -30.000

AutoCAD SHX Text

ELEV = 1149.991

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text

ELEV = 1145.912

AutoCAD SHX Text

GRADE BREAK OFFSET = 30.000

AutoCAD SHX Text

ELEV = 1149.991

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text 5.16%

AutoCAD SHX Text -29.56%

AutoCAD SHX Text -22.91%

AutoCAD SHX Text -26.61%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 1.44%

AutoCAD SHX Text 30.000

AutoCAD SHX Text 0.000

AutoCAD SHX Text -30.000

AutoCAD SHX Text

ELEV = 1147.694

AutoCAD SHX Text

GRADE BREAK OFFSET = -30.000

AutoCAD SHX Text

ELEV = 1150.159

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text

ELEV = 1146.052

AutoCAD SHX Text

GRADE BREAK OFFSET = 30.000

AutoCAD SHX Text

ELEV = 1150.159

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text 5.16%

AutoCAD SHX Text -29.56%

AutoCAD SHX Text -28.66%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 1.63%

AutoCAD SHX Text 30.000

AutoCAD SHX Text 0.000

AutoCAD SHX Text -30.000

AutoCAD SHX Text

ELEV = 1147.810

AutoCAD SHX Text

GRADE BREAK OFFSET = -30.000

AutoCAD SHX Text

ELEV = 1150.326

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text

ELEV = 1146.047

AutoCAD SHX Text

GRADE BREAK OFFSET = 30.000

AutoCAD SHX Text

ELEV = 1150.326

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text 5.07%

AutoCAD SHX Text -30.61%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 1.19%

AutoCAD SHX Text 30.000

AutoCAD SHX Text 0.000

AutoCAD SHX Text -30.000

AutoCAD SHX Text

ELEV = 1147.818

AutoCAD SHX Text

GRADE BREAK OFFSET = -30.000

AutoCAD SHX Text

ELEV = 1150.494

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text

ELEV = 1145.909

AutoCAD SHX Text

GRADE BREAK OFFSET = 30.000

AutoCAD SHX Text

ELEV = 1150.494

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text 5.07%

AutoCAD SHX Text -5.00%

AutoCAD SHX Text -16.71%

AutoCAD SHX Text -27.79%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 1.07%

AutoCAD SHX Text 30.000

AutoCAD SHX Text -30.000

AutoCAD SHX Text

ELEV = 1147.941

AutoCAD SHX Text

GRADE BREAK OFFSET = -30.000

AutoCAD SHX Text

ELEV = 1150.662

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text

ELEV = 1147.551

AutoCAD SHX Text

GRADE BREAK OFFSET = 30.000

AutoCAD SHX Text

ELEV = 1150.662

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text -10.38%

AutoCAD SHX Text -16.11%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 1.84%

AutoCAD SHX Text 30.000

AutoCAD SHX Text 0.000

AutoCAD SHX Text -30.000

AutoCAD SHX Text

ELEV = 1148.745

AutoCAD SHX Text

GRADE BREAK OFFSET = -30.000

AutoCAD SHX Text

ELEV = 1150.829

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text

ELEV = 1145.743

AutoCAD SHX Text

GRADE BREAK OFFSET = 30.000

AutoCAD SHX Text

ELEV = 1150.829

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text 7.46%

AutoCAD SHX Text -55.77%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 1.42%

AutoCAD SHX Text 30.000

AutoCAD SHX Text 0.000

AutoCAD SHX Text -30.000

AutoCAD SHX Text

ELEV = 1150.447

AutoCAD SHX Text

GRADE BREAK OFFSET = -30.000

AutoCAD SHX Text

ELEV = 1150.997

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text

ELEV = 1147.362

AutoCAD SHX Text

GRADE BREAK OFFSET = 30.000

AutoCAD SHX Text

ELEV = 1150.997

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text -18.19%

AutoCAD SHX Text -19.39%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -1.97%

AutoCAD SHX Text -341.47%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 0.00%

AutoCAD SHX Text 25.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -3.23%

AutoCAD SHX Text 30.000

AutoCAD SHX Text 0.000

AutoCAD SHX Text -30.000

AutoCAD SHX Text

ELEV = 1151.331

AutoCAD SHX Text

GRADE BREAK OFFSET = -30.000

AutoCAD SHX Text

ELEV = 1150.998

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text

ELEV = 1147.911

AutoCAD SHX Text

GRADE BREAK OFFSET = 30.000

AutoCAD SHX Text

ELEV = 1150.998

AutoCAD SHX Text

GRADE BREAK OFFSET = 0.000

AutoCAD SHX Text -14.78%

AutoCAD SHX Text -14.21%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text 1.88%

AutoCAD SHX Text 3.40%

AutoCAD SHX Text -2.23%

AutoCAD SHX Text -4.33%

AutoCAD SHX Text -4.34%

AutoCAD SHX Text -4.38%

AutoCAD SHX Text -4.31%

AutoCAD SHX Text -4.34%

AutoCAD SHX Text 30.000

AutoCAD SHX Text -30.000

AutoCAD SHX Text 2.75%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 23.391

AutoCAD SHX Text 0.000

AutoCAD SHX Text -19.796

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 23.989

AutoCAD SHX Text -22.050

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 25.473

AutoCAD SHX Text 0.000

AutoCAD SHX Text -21.897

AutoCAD SHX Text -4.09%

AutoCAD SHX Text -7.09%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 27.171

AutoCAD SHX Text 0.000

AutoCAD SHX Text -20.345

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 22.565

AutoCAD SHX Text 0.000

AutoCAD SHX Text -20.074

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 23.075

AutoCAD SHX Text 0.000

AutoCAD SHX Text -22.113

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 24.586

AutoCAD SHX Text -23.301

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 25.535

AutoCAD SHX Text 0.000

AutoCAD SHX Text -23.122

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 26.062

AutoCAD SHX Text 0.000

AutoCAD SHX Text -23.507

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 26.226

AutoCAD SHX Text 0.000

AutoCAD SHX Text -23.034

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 25.904

AutoCAD SHX Text 0.000

AutoCAD SHX Text -23.114

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 25.172

AutoCAD SHX Text 0.000

AutoCAD SHX Text -23.693

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 27.870

AutoCAD SHX Text 0.000

AutoCAD SHX Text -24.040

AutoCAD SHX Text 5.21%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 0.000

AutoCAD SHX Text -21.537

AutoCAD SHX Text -3.28%

AutoCAD SHX Text 50.00%

AutoCAD SHX Text 25.00%

AutoCAD SHX Text 0.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 0.00%

AutoCAD SHX Text 25.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 0.000

AutoCAD SHX Text -24.163

AutoCAD SHX Text -8.81%

AutoCAD SHX Text 50.00%

AutoCAD SHX Text 25.00%

AutoCAD SHX Text 0.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text -4.00%

AutoCAD SHX Text -25.00%

AutoCAD SHX Text 0.00%

AutoCAD SHX Text 25.00%

AutoCAD SHX Text 50.00%

AutoCAD SHX Text 0.000

AutoCAD SHX Text -25.129

AutoCAD SHX Text 8+00.00

AutoCAD SHX Text 7+50.00

AutoCAD SHX Text 7+00.00

AutoCAD SHX Text 6+50.00

AutoCAD SHX Text 6+00.00

AutoCAD SHX Text 5+50.00

AutoCAD SHX Text 5+00.00

AutoCAD SHX Text 4+50.00

AutoCAD SHX Text 4+00.00

AutoCAD SHX Text 3+50.00

AutoCAD SHX Text 3+00.00

AutoCAD SHX Text 2+50.00

AutoCAD SHX Text 2+00.00

AutoCAD SHX Text 1+50.00

AutoCAD SHX Text 1+00.00

AutoCAD SHX Text 0+50.00

AutoCAD SHX Text 1180.00

AutoCAD SHX Text 1170.00

AutoCAD SHX Text 1160.00

AutoCAD SHX Text 1150.00

AutoCAD SHX Text 1140.00

AutoCAD SHX Text 1130.00

AutoCAD SHX Text 1120.00

AutoCAD SHX Text 1180.00

AutoCAD SHX Text 1170.00

AutoCAD SHX Text 1160.00

AutoCAD SHX Text 1150.00

AutoCAD SHX Text 1140.00

AutoCAD SHX Text 1130.00

AutoCAD SHX Text 1120.00

AutoCAD SHX Text 1180.00

AutoCAD SHX Text 1170.00

AutoCAD SHX Text 1160.00

AutoCAD SHX Text 1150.00

AutoCAD SHX Text 1140.00

AutoCAD SHX Text 1130.00

AutoCAD SHX Text 1120.00

AutoCAD SHX Text 1180.00

AutoCAD SHX Text 1170.00

AutoCAD SHX Text 1160.00

AutoCAD SHX Text 1150.00

AutoCAD SHX Text 1140.00

AutoCAD SHX Text 1130.00

AutoCAD SHX Text 1120.00

AutoCAD SHX Text 1180.00

AutoCAD SHX Text 1170.00

AutoCAD SHX Text 1160.00

AutoCAD SHX Text 1150.00

AutoCAD SHX Text 1140.00

AutoCAD SHX Text 1130.00

AutoCAD SHX Text 1120.00

AutoCAD SHX Text 1180.00

AutoCAD SHX Text 1170.00

AutoCAD SHX Text 1160.00

AutoCAD SHX Text 1150.00

AutoCAD SHX Text 1140.00

AutoCAD SHX Text 1130.00

AutoCAD SHX Text 1120.00

AutoCAD SHX Text 1180.00

AutoCAD SHX Text 1170.00

AutoCAD SHX Text 1160.00

AutoCAD SHX Text 1150.00

AutoCAD SHX Text 1140.00

AutoCAD SHX Text 1130.00

AutoCAD SHX Text 1120.00

AutoCAD SHX Text 1180.00

AutoCAD SHX Text 1170.00

AutoCAD SHX Text 1160.00

AutoCAD SHX Text 1150.00

AutoCAD SHX Text 1140.00

AutoCAD SHX Text 1130.00

AutoCAD SHX Text 1120.00

AutoCAD SHX Text 1180.00

AutoCAD SHX Text 1170.00

AutoCAD SHX Text 1160.00

AutoCAD SHX Text 1150.00

AutoCAD SHX Text 1140.00

AutoCAD SHX Text 1130.00

AutoCAD SHX Text 1120.00

AutoCAD SHX Text 1180.00

AutoCAD SHX Text 1170.00

AutoCAD SHX Text 1160.00

AutoCAD SHX Text 1150.00

AutoCAD SHX Text 1140.00

AutoCAD SHX Text 1130.00

AutoCAD SHX Text 1120.00

AutoCAD SHX Text 1180.00

AutoCAD SHX Text 1170.00

AutoCAD SHX Text 1160.00

AutoCAD SHX Text 1150.00

AutoCAD SHX Text 1140.00

AutoCAD SHX Text 1130.00

AutoCAD SHX Text 1120.00

AutoCAD SHX Text 1180.00

AutoCAD SHX Text 1170.00

AutoCAD SHX Text 1160.00

AutoCAD SHX Text 1150.00

AutoCAD SHX Text 1140.00

AutoCAD SHX Text 1130.00

AutoCAD SHX Text 1120.00

AutoCAD SHX Text 1170.00

AutoCAD SHX Text 1160.00

AutoCAD SHX Text 1150.00

AutoCAD SHX Text 1140.00

AutoCAD SHX Text 1130.00

AutoCAD SHX Text 1120.00

AutoCAD SHX Text 1170.00

AutoCAD SHX Text 1160.00

AutoCAD SHX Text 1150.00

AutoCAD SHX Text 1140.00

AutoCAD SHX Text 1130.00

AutoCAD SHX Text 1120.00

AutoCAD SHX Text 1170.00

AutoCAD SHX Text 1160.00

AutoCAD SHX Text 1150.00

AutoCAD SHX Text 1140.00

AutoCAD SHX Text 1130.00

AutoCAD SHX Text 1120.00

AutoCAD SHX Text 1170.00

AutoCAD SHX Text 1160.00

AutoCAD SHX Text 1150.00

AutoCAD SHX Text 1140.00

AutoCAD SHX Text 1130.00

AutoCAD SHX Text 1120.00

AutoCAD SHX Text 1170.00

AutoCAD SHX Text 1160.00

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EXISTING GRADE

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DEDUCTIVE ALTERNATE 2 SECTION VIEWS

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NEW GRADE

.8 3'

@ 14.83' = 103.81'

1 SPACE

@ 12.00'

2 SPACES

@ 12.0' = 24.00'

-2.55%

-1.81%

1152.51

1152.75

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1153.28 1152.93

1152.66

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1 SPACE

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989-344-6184

72 HOURS

(3 WORKING DAYS)

CALL Mr. Halcomb

BEFORE YOU DIG

MICHAEL HALCOMB

CAMP GRAYLING ENGINEERING

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EXISTING LIGHT POLE, TYP.

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NEW 4" WIDE PAVEMENT MARKINGS, YELLOW, TYP.

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PAVEMENT MARKING 45 DEGREE, 2' SPACING, TYP.

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DEMO PLAN DEDUCTIVE ALTERNATE 3

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EXISTING CONTOUR

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KAB'17

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KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

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FINE GRADE EXISTING GRAVEL AND COMPACT - 11,198 SY

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EXISTING CHAIN LINK FENCE

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PROPOSED HMA PAVEMENT, 11,198 SY TOTAL

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DETAIL CALLOUT

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NEW ASPHALT PARKING AREA, 11,198 SY

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1. ALL CONSTRUCTION LAYOUT SHALL BE COMPLETED BY ALL CONSTRUCTION LAYOUT SHALL BE COMPLETED BY CONTRACTOR APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL STAKE ALL RADIUS POINTS FOR INSPECTION PRIOR TO WORK. 2. INSTALL ALL SILT FENCE, CHECK DAMS, RIP RAP, AND INSTALL ALL SILT FENCE, CHECK DAMS, RIP RAP, AND ANY OTHER SOIL EROSION & SEDIMENTATION CONTROL MEASURES PRIOR TO DEMOLITION OR CONSTRUCTION. 3. UNLESS SPECIFICALLY NOTED FOR REMOVAL ON THE UNLESS SPECIFICALLY NOTED FOR REMOVAL ON THE PLANS, ALL SIDEWALKS DRIVES, PAVEMENT, CULVERTS, GUARDRAILS, AND UTILITIES SHALL BE PROTECTED. ANY ITEMS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED INCIDENTAL TO CONSTRUCTION. 4. PLACE AND COMPACT ALL NEW MATERIAL TO PLACE AND COMPACT ALL NEW MATERIAL TO ACCOMMODATE THE CROSS SECTIONS SHOWN ON THE PLANS. MATERIAL SHALL BE COMPACTED TO DENSITY PER SPECIFICATIONS. 5. PLANS DO NOT IDENTIFY ALL TREES WITHIN THE WORK PLANS DO NOT IDENTIFY ALL TREES WITHIN THE WORK AREA. THE CONTRACTOR SHALL DETERMINE THE QUANTITY OF TREES AND BRUSH PRESENT WITHIN THE WORK AREA THAT WILL NEED TO BE REMOVED TO COMPLETE THE WORK. NO ADDITIONAL PAYMENTS WILL BE MADE FOR THE REMOVAL OF ANY TREES AS REQUIRED TO COMPLETE THE WORK. 6. GRADING LIMITS ARE 15' BEYOND EDGE OF PROPOSED GRADING LIMITS ARE 15' BEYOND EDGE OF PROPOSED SHOULDER UNLESS OTHERWISE INDICATED. TREES 6" AND LARGER MAY REMAIN UNLESS THEY ARE WITHIN 10' OF SHOULDER OR THEY INTERFERE WITH PROPOSED DITCH SECTIONS. LIMBS, BRANCHES AND BRUSH SHALL BE CHIPPED. STUMPS AND WOOD CHIPS SHALL BE PLACED AT A LOCATION TO BE DESIGNATED ONSITE WITHIN ONE MILE OF WORK AREA. 7. REMOVE ALL TOPSOIL & VEGETATION WITHIN THE LIMITS REMOVE ALL TOPSOIL & VEGETATION WITHIN THE LIMITS OF THE PROPOSED HMA PAVEMENT, GRAVEL SHOULDERS, GRAVEL PARKING AREAS. DISPOSE OF ONSITE AT A LOCATION TO BE DESIGNATED WITHIN ONE MILE OF WORK AREA. 8. REGRADE AND COMPACT EXISTING GRAVEL SURFACE AS REGRADE AND COMPACT EXISTING GRAVEL SURFACE AS REQUIRED TO ACCOMMODATE THE CROSS SECTIONS SHOWN ON THE PLANS. PLACE AND COMPACT NEW BASE MATERIAL OVER GRAVEL AND TRENCHES. BASE SHALL BE COMPACTED TO 95% OF ITS UNIT DENSITY. 9. PLACE HMA SURFACE IN TWO LIFTS , (NOTIFY ENGINEER PLACE HMA SURFACE IN TWO LIFTS , (NOTIFY ENGINEER (NOTIFY ENGINEER 48 HOURS PRIOR PLACING HMA SURFACE). . 10. PLACE AND COMPACT GRAVEL SHOULDERS. PLACE AND COMPACT GRAVEL SHOULDERS. 11. RESTORE ALL DISTURBED LAWN AREAS WITH 4" OF RESTORE ALL DISTURBED LAWN AREAS WITH 4" OF TOPSOIL, FERTILIZER, SEED AND MULCH BLANKET. ALL TOPSOIL SHALL BE FURNISHED. 12. REMOVE SURPLUS OBSTRUCTIONS, DEMOLISHED REMOVE SURPLUS OBSTRUCTIONS, DEMOLISHED MATERIALS, AND WASTE MATERIALS, AND LEGALLY DISPOSE OF THEM OFF OF OWNER'S PROPERTY.

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UTILITIES

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EXISTING GUARD RAIL

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PARKING LOT PAVING EXISTING

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NEW ASPHALT / GRASS

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SLOPE PER PLAN

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EXISTING 12" 21AA AGGREGATE SURFACE

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220#/SYD MDOT 13A SURFACE OVER 220#/SYD MDOT 13A BASE WITH TACK COAT IN BETWEEN

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NEW ASPHALT / GRASS

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EXISTING 6" MDOT CLASS II SAND OVER SUBBASE

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RESTORE WITH MIN 4" TOPSOIL, FERTILIZER SEED AND MULCH BLANKET (TYP)

FUTURE ADDITION

GAAF READINESS CENTER

FFE=1153.00

SFSFSF

FUTURE ADDITION

GAAF READINESS CENTER

.8 3'

7 SPACES

@ 14.83' = 103.81'

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@ 15.00' = 75.00'

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@ 12.00'

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@ 14.76'

3 SPACES

@ 11.75' = 35.25'

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@ 14.39' = 43.17'

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@ 11.58'

1153.00

1151.251151.00

1151.82

1151.09

1152.32 1152.55

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1151.75

1151.65 1151.39

1152.72

1151.88

1152.90

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1152.25

1151.00

1151.95

1152.50

1152.50 1152.50

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1153.00

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-1.73% -1.19%

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989-344-6184

72 HOURS

(3 WORKING DAYS)

CALL Mr. Halcomb

BEFORE YOU DIG

MICHAEL HALCOMB

CAMP GRAYLING ENGINEERING

SF SF

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DEMO PLAN - DEDUCTIVE ALTERNATE 4

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EXISTING CONTOUR

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KAB'17

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KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

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REMOVE EXISTING GRAVELSURFACE AND GRADE FOR NEW PAVEMENT SURFACE - 6,245 SY

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CHAIN LINK FENCE

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SITE WORK NOTES

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PROPOSED 8" REINFORCED CONCRETE PAVEMENT ON 4" COMPACTED 21AA BASE, 6245 SY

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LEGEND

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DETAIL CALLOUT

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EXT. LIGHT WITH POLE, 7 TOTAL

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UTILITIES

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GAAF READINESS CENTER MILITARY VEHICLE PARKING LOT

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GAAF READINESS CENTER MILITARY VEHICLE PARKING LOT

AutoCAD SHX Text MOTOR POOL FENCE, GATES, AND CONCRETE DRIVES ARE STILL TO BE INSTALLED IF DEDUCT ALT. NO. 4 IS ACCEPTED

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EDGE OF DEDUCT ALT. 4 CONC.

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EDGE OF DEDUCT ALT. 4 CONC.

AutoCAD SHX Text EDGES OF NEW CONCRETE PARKING LOT PAVEMENT TO MEET EVEN WITH EXISTING CONCRETE APRONS AND STOOPS AT READINESS CENTER, TYP.

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AutoCAD SHX Text 8" THICK REINFORCED CONCRETE PARKING LOT PAVEMENT ON 4" COMPACTED 21AA BASE, 6,250 SY

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SESC &

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SILT FENCE, 340' FOR DEDUCT ALT 4 ALONG DOWNHILL SIDE OF MILITARY VEHICLE LOT

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GRADING LIMITS

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SILT FENCE

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GRADING LIMITS

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REFER TO CONTROL JOINT DETAILS ON SHEET C13

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REFER TO SESC NOTES AND DETAILS ON SHEET C1

ORIGINAL 4" AGGREGATE HAS SETTLED AND MIXED W/ SUBSOIL, REMOVE AND REGRADE AS REQUIRED TO ALLOW FOR THE INSTALLATION OF THE NEW COMPACTED AGGREGATE & CONCRETE AND MEET NEW TOP OF CONCRETE PAVEMENT ELEVATIONS

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T/2 (±) 1/2"

EXISTING

CONCRETE

OR INITIAL

PLACEMENT

NEW CONCRETE OR

SECOND CONCRETE

PLACEMENT

1.25 T

SEE NOTE 1

TAPER TO PLANNED

JOINT (TYP)

1-5/8" TO 1-3/4"

3/8"

3/4"

INITIAL SETUP

COMPLETED JOINT

EXISTING OR PROPOSED

CONCRETE PAVEMENT OR

STRUCTURE

32 13 13.06 CONCRETE

(SAME PLACEMENT)

32 13 13.06 CONCRETE

(SAME PLACEMENT)

GREASE THIS

HALF OF DOWEL

3/8" BELOW PAVEMENT

BEVELED EDGE 1/4"

32 01 19.61 JOINT SEALANT

BACKER ROD

SEE GENERAL NOTE 2

EXPANSION JOINT FILLER

ATTACH EXPANSION JOINT

FILLER TO IN-PLACE

CONCRETE FULL DEPTH

OF SLAB EXCEPT AS

NOTED ABOVE

T/2 (±) 1/2"

GREASE THE HALF OF

THE DOWEL THAT IS

NOT WELDED TO THE

FRAME

DOWEL BARS SHALL BE

ALTERNATIVELY WELDED

TO THE FRAME

PAVEMENT SURFACE

BACKER ROD

SEE GENERAL NOTE 2

SAWCUT GROOVE

CONSTRUCTION JOINT

32 01 19.61 JOINT SEALANT

BACKER ROD

SEE GENERAL NOTE 2

CRACK

32 01 19.61 JOINT SEALANT

3/8"

1/2"

DRILL AND EPOXY IN PLACE.

SEE NOTES ON SHEET CP101

PLACE BACKER ROD (1/8" WIDER

THAN SAWCUT) IN SAWCUTS

IMMEDIATELY FOLLOWING SAWING

AND REMOVAL OF SLURRY/DEBRIS

FROM INITIAL SAWCUTS TO KEEP

MATERIAL FROM ENTERING JOINT.

1/4" BEVEL

TYP.

1/4" BEVEL

TYP.

CONSTRUCTION

JOINT SEAL

CONTRACTION JOINT SEAL

ISOLATION JOINT

T/4 + 1"

1/2" MIN.

1/8"

EXPANSION JOINT

FILLER AT

REQUIRED DEPTH

1-5/8" TO 1-3/4"

1-1/4" TO 1-3/8"

3/4"

EXPANSION JOINT FILLER

32 13 13.06 CONCRETE

1/4"

INITIAL CRACK

1/4"

EXISTING OR PROPOSED

PAVEMENT OR STRUCTURE

CONTRACTOR SHALL SCORE /

PRECUT FIBER BOARD TO PROVIDE

CLEAN REMOVAL DURING JOINT

PREPARATION

NOTE: PLACE JOINT FILLER BOARD FLUSH WITH EXISTING CONCRETE

SURFACE, PAVE, AND LATER CUT DOWN TO RECESS DEPTH BY

CUTTING WITH MULTIPLE BLADES GANGED TOGETHER FOR JOINT

WIDTH. TEMPORARY BLOCKING OR PLASTIC STRIPS TO FORM JOINT

SEAL RECESS ARE NOT ACCEPTABLE.

NOTE:

1. CONTRACTOR MAY ELECT TO INCREASE ENTIRE SLAB TO 1.25T BACK TO PLANNED JOINT

WHERE DESIRED CONSTRUCTIBILITY DICTATES.

INITIAL SETUP

EDGE CONSTRUCTION JOINTS IN ACCORDANCE TO

32 13 13.06 TO DELINEATE THE JOINT FOR SAWING

CONSTRUCTION JOINT

1/4" BEVEL

TYP.

TYPICAL DOWEL

BASKETS

CONTRACTION JOINT

SEAL

INITIAL SAWCUT

ISOLATION JOINT SEAL

T/2 (±) 1/2"

NO.5 DEFORMED STEEL TIE

BARS 2'-6" LONG AND SPACED

2'-6" ON CENTERS.

CONTRACTION JOINT SEAL

T/4 + 1"

3" 3"

REINFORCING SHALL CONSIST OF #3

DEFORMED BARS AT 12" EACH WAY

OR 6x6 W1.4/W1.4 WELDED WIRE

FABRIC WITH SPLICE OVERLAP OF 12"

REINFORCING CHAIRS OR ZIG ZAG

SUPPORT SHALL BE USED. SUPPORTS

SHALL BE RIGID AND SHALL NOT DEFORM

UNDER FOOT TRAFFIC. MASONRY

SUPPORT SHALL NOT BE USED.

SEE JOINT LAYOUT PLANS FOR

TYPE OF JOINT REQUIRED

NOTE:

1. BASKET MUST BE FIRMLY ANCHORED TO BASE.

2. ALL WIRE SIZES SHOWN ARE MINIMUM SIZE.

3. DOWELS SHALL BE HELD FIRMLY IN THE

ABOVE WELDED ASSEMBLY.

4. DO NOT CUT SPREADER WIRES.

0.117" DIA.

SPREADER WIRES

WELDED TO TOP

SPACER BARS (3)

PER ASSEMBLY

0.362" DIA. TOP SPACER

BARS WELDED TO LEG

CHAIRS (2) PER ASSEMBLY

DOWELS WELDED

ALTERNATELY TO TOP

SPACER BARS, PAINT AND

OIL PER SPECIFICATIONS

THE HALF THAT IS

UNWELDED.

0.362" DIA. "VEE" LEG

CHAIRS WELDED AT ALL

INTERSECTIONS TO TOP

AND BOTTOM SPACER BARS

TABLE 1: DOWEL DIMENSIONS

THICKNESS OF SLAB

8" 1" 16" 12"

GENERAL NOTES:

1. CONTRACTOR MAY REQUEST INTERCHANGING

CONSTRUCTION AND CONTRACTION JOINT TYPES AS THE

SELECTED PAVING DIRECTION MAY DICTATE. ANY

REVISIONS SHALL BE SUBMITTED FOR APPROVAL BY THE

DESIGNER OF RECORD.

2. BACKER ROD MUST BE COMPATIBLE WITH THE TYPE OF

LIQUID SEALANT USED. DIAMETER OF BACKER ROD SHALL

BE AT LEAST 25% LARGER THAN JOINT GROOVE WIDTH.

BACKER ROD SHALL BE PER 32 01 19.61.

3. JOINT SEALANT MATERIAL AND CONSTRUCTION SHALL BE

PER 32 01 19.61.

DIAMETER (d) LENGTH (L) SPACING (D)

COMPACTED 21AA BASE

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TYPE A THICKENED EDGE ISOLATION JOINT

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TYPE F DOWELED CONTRACTION JOINT

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TYPE C SAWED CONTRACTION JOINT

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CONSTRUCTION JOINT SEAL - TYPE D

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CONTRACTION JOINT SEAL - TYPE C OR F

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INITIAL SAWCUT DETAIL FOR CONTRACTION JOINTS

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ISOLATION JOINT SEAL

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CONCRETE PAVEMENT SECTION

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TYPICAL DOWEL BASKET

END OR GATE POST DETAIL

BRACE RAIL CLAMP DETAILSTRUSS ROD AND BAND TENSION BAND DETAIL

FASTENING DETAILS

ROUND POST

LINE POST ATTACHMENTS

BRACE PANEL DETAIL TOP OR BRACE RAIL ATTACHMENT

ROUND POST

NOTE:

BOTTOM GUIDE

CATCH ASSEMBLY

GATE HANGER ASSEMBLY

ENLARGED SECTION

BARB ARM & ANTI-CLIMB

DESCRIPTION

GATE CRITICAL DIMENSION CHART

STANDARD OPENING

POST HEIGHT (W BARB ARMS)

FABRIC HEIGHT

COUNTERBALANCE LENGTH

OVERALL GATE LENGTH

NOMINAL GATE HEIGHT

F G

MARK

E *D

A B

7'-6"E + 1'-6" 5'-0"E - 1'-0"

DIM.

26'-0"

39'-0"

6'-0" 12'-0"

FORMULA

(A x 0.5)-12"

COUNTERBALANCE POST SPACING

C 12'-0"(A x 0.5)-12"

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TRESPASSING

RESTRICTED

AREA

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6' FABRIC WIDTH

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10'-0" MAXIMUM

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3'-6" MIN.

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16" MIN. DIA.

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CONCRETE BASE

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TENSION WIRE

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2 3/8" O.D. LINE POST

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LINE POST

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GRADE

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HOG RINGS (TYP.)

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12" MIN. DIA.

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CHAIN-LINK FABRIC 9 GAGE, 2" MESH WITH BARBED TWIST SELVAGE TOP & BOTTOM

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2 7/8" O.D. CORNER, END, OR PULL POST

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9 GAUGE STEEL TIE WIRES (TYP.)

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TIE WIRES OR HOG RINGS (TYP.)

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7 GAUGE TENSION WIRE

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BOTTOM OF FABRIC

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BARBED-WIRE APRON ON EXTENSION ARMS

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10'-0" O.C. MAXIMUM LINE POSTS TO BE EQUALLY SPACED

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1 1/2" MIN 2 1/2" MAX

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1 5/8" O.D. BRACE RAIL AT ENDS, CORNERS, & GATES

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TRUSS ROD 3/8" MIN. DIA. WITH TURNBUCKLE AT ENDS, CORNERS, & GATES

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FABRIC

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TENSION BAR

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CARRIAGE BOLT

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FABRIC

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TENSION BAND

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TENSION WIRE

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PULL POST

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LINE POST

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LINE POST

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TRUSS ROD

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TRUSS ROD

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10'-0" MAX.

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10'-0" MAX.

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NO SCALE

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BRACE RAILS

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File details come from the government source that posted it. Updated Apr 13, 2026.