Amendment 0001 - HCLA - Plans.pdf

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Attached to
Hot Cargo Loading Area at McGuire AFB, Burlington County, NJ.
Solicitation number
W912DS26BA020
Issued by

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Written by GovTribe AI ·

This is a paving and geometric plan for construction work at Joint Base McGuire-Dix-Lakehurst. The project involves repair of the McGuire Airfield Hazardous Cargo Loading Area, identified as PN: PTFL141025, with a solicitation number W912DS26BA020. The work is managed by the U.S. Army Corps of Engineers, with design oversight from the Omaha District and New York District offices. The plan was issued in May 2026 with Revision 0001 dated June 5, 2026.

The project specifies multiple pavement construction requirements including: new 19-inch Portland Cement Concrete (PCC) with 6-inch cement treated base course and 8-inch Portland cement-stabilized subgrade for the hazardous cargo loading apron (HCLA pavement); new 4-inch Asphalt Cement Concrete (ACC) with 6-inch aggregate base course, 6-inch subbase course, and 8-inch Portland cement-stabilized subgrade for shoulders and government pavement; and new 12-inch PCC with 7-inch cement treated base course and 8-inch Portland cement-stabilized subgrade for Ground Support Equipment (GSE) pavement. The plan includes detailed pavement coordinates for 31 boundary points, two horizontal curves with specific radius and tangent data, and indicates the base bid includes a Gilsonite modified asphalt emulsion-heavy seal coat with an option for a 5-inch ACC overlay. The project encompasses munitions storage and staging areas with associated building access roads and an existing fuel pit.

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Other files

File Type Posted
Bid Abstract Form_W912DS26BA020.pdf PDF
Amendment 0003 - JBMDL HCLA - Plans.pdf PDF
Solicitation Amendment W912DS26BA0200003 SF 30.pdf PDF
Appendix B - Environmental Sampling Report.pdf PDF
Amendment 0002 - HCLA - Plans.pdf PDF
Amendment W912DS26BA0200002.pdf PDF
Appendix A - HCLA - Visit Sign-in Sheet.pdf PDF
Solicitation Amendment W912DS26BA0200001 SF 30.pdf PDF
Package 1 - HCLA - Plans.pdf PDF
Solicitation - W912DS26BA020.pdf PDF
Site Visit Map (HCLA).pdf PDF
Package 2 - HCLA - Specs.pdf PDF
Show all 12

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PT: 5+61.88

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POB: 0+00.00

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PC: 1+62.53

PC

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PT: 8+66.97

S1 8°

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N75° 12' 25.14"W

148.27'

S25° 57' 38.80"E

32.69'

CURVE DATA

PI STA: 2+99.66

PI N= 432866.29

PI E= 465166.83

Δ= 86°01'21.10" D= 038°58'36"

T= 200.55' L= 220.70' R= 147.0'

CURVE DATA

PI STA: 8+52.23

PI N= 433021.05

PI E= 464580.79

Δ= 130°45'13.66"

D= 038°58'36" T= 267.27' L= 335.47' R= 147.0'

S1 8°

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S64° 02' 21.20"W420.96'

CURVE DATA

PI STA: 5+15.24

PI N= 432837.11

PI E= 465196.52

Δ= 45°16'07.47" D= 045°50'12"

T= 96.21' L= 98.76' R= 125.0'

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ACP101 CP301

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EDGE OF EXISTING

PCC TAXIWAY

EDGE OF EXISTING

ACC SHOULDER

EDGE OF EXISTING

PCC TAXIWAY

EDGE OF EXISTING

ACC SHOULDER

EDGE OF PCC APRON

EDGE OF ACC SHOULDER

EXISTING

HYDRANT

FUEL PIT

NEW HAZARDOUS CARGO

LOADING APRON

EDGE OF ACC

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EDGE OF PCC APRON

EDGE OF GSE

PAVEMENT

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EXISTING

BUILDING 1147

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92.5'

387.44'

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37.5'

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MUNITIONS STORAGE

BUILDING ACCESS ROAD

MUNITIONS

STAGINGAREA

34.5'

53'

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GENERAL SHEET NOTES

LEGEND

1. THE CONTRACTOR MAY SUBSTITUTE AGGREGATE BASE COURSE FOR THE

SUBBASE COURSE MATERIAL.

2. PRIOR TO PLACING THE GILSONITE MODIFIED ASPHALT EMULSION-HEAVY

SEAL COAT, SEAL ALL EXISTING CRACKS AND JOINTS IN THE ASPHALT. SEE

SHEET CP507 FOR ACC CRACK SEAL DETAILS AND SPECIFICATION 32 01 17.61

FOR ADDITIONAL INFORMATION..

SCALE: 1"=50'

PAVING AND GEOMETRIC PLANA1

SCALE IN FEET

50 0 10050

NEW 19" PCC / 6" CEMENT TREATED BASE COURSE /

8" PORTLAND CEMENT-STABILIZED SUBGRADE (HCLA PAVEMENT)

NEW 4" ACC / 6" AGGREGATE BASE COURSE /

6" SUBBASE COURSE / 8" PORTLAND CEMENT-

STABILIZED SUBGRADE (SHOULDER / GOV PAVEMENT)

NEW 12" PCC / 7" CEMENT TREATED BASE COURSE/

8" PORTLAND CEMENT-STABILIZED

SUBGRADE (GSE PAVEMENT)

NORTH

PAVEMENT COORDINATES

No.

POINT DESCRIPTION

EDGE OF PCC

EDGE OF PCC

EDGE OF PCC

EDGE OF PCC

EDGE OF PCC

EDGE OF PCC

EDGE OF PCC

EDGE OF PCC

EDGE OF PCC

EDGE OF PCC

EDGE OF PCC

EDGE OF PCC

EDGE OF PCC

EDGE OF ACC

EDGE OF ACC

EDGE OF ACC

EDGE OF ACC

EDGE OF ACC

EDGE OF ACC

EDGE OF ACC

EDGE OF ACC

EDGE OF ACC

EDGE OF ACC

EDGE OF ACC

EDGE OF ACC

EDGE OF ACC

EDGE OF ACC

EDGE OF ACC

EDGE OF ACC

EDGE OF ACC

EDGE OF ACC

NORTHING

432,513.14

432,596.30

432,732.68

432,939.16

432,901.30

432,997.09

432,996.13

433,149.99

433,126.07

432,874.39

432,780.58

432,765.91

432,682.74

432,491.25

432,709.46

432,984.26

432,948.45

433,008.48

433,028.00

433,068.13

433,162.80

433,122.28

432,938.14

432,837.22

432,814.64

432,799.07

432,755.65

432,616.32

432,602.45

432,633.99

432,648.37

EASTING

464,828.09

464,787.59

464,721.19

464,890.89

465,034.24

465,208.12

465,210.96

465,263.34

465,334.42

465,248.80

465,166.08

465,135.94

465,176.43

464,783.14

464,676.89

464,915.94

465,051.53

465,162.32

465,168.96

465,209.00

465,241.20

465,359.45

465,296.87

465,339.22

465,369.07

465,404.52

465,384.77

465,257.94

465,206.30

465,112.84

465,105.84

NEW 13.5" PCC / COMPACTED BASE COURSE

BASE BID - GILSONITE MODIFIED ASPHALT EMULSION-HEAVY SEAL COAT

OPTION - 5" ACC OVERLAY

ACC ASPHALT CEMENT CONCRETE (REF. SPEC 32 12 15.13)

PCC PORTLAND CEMENT CONCRETE (REF. SPEC 32 13 14.13)

AGGREGATE BASE COURSE (REF. SPEC 32 11 23)

SUBBASE COURSE (REF. SPEC 32 11 20)

PORTLAND CEMENT-STABILIZED SUBGRADE (REF. SPEC 32 11 33.13)

CEMENT TREADED BASE COURSE (REF. SPEC 32 11 33)

SUBGRADE (REF SPEC. 31 00 00)

Sheets and Views
NJ05_CP101

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