Ft Drum Runway Lighting Repair - Final RTA Plans (109-217).pdf

PDF 39 MB Posted Sep 29, 2025

Attached to: Construction of Wheeler Sack Army Airfield (WSAAF) Lighting Upgrade Fort Drum, NY
Solicitation number: W912DS25RA003
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Sep 29, 2025

This document is a series of grading plan sheets for the Runway 03-21 Airfield Lighting Repair Project at Wheeler-Sack Army Airfield, Fort Drum, New York. The project is being managed by the US Army Corps of Engineers, New York District, with a contract number of W912-DS-21-D0003 and solicitation number W912DS23F01003.

The grading plan sheets (CG106-CG111) detail proposed contour changes and elevations for various areas around the runway, including the perimeter access road, runway overruns, taxiways, and glide slope access roads. The plans show existing and proposed ground elevations ranging from approximately 656 to 683 feet. Key notes indicate that the joint construction plans (JCP) should provide positive drainage away from airfield pavements and should not alter existing drainage patterns. The project appears to be focused on improving runway lighting infrastructure and associated ground grading to support airfield operations.

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NPW NPW NPW

NPW NPW NPW NPW

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NPW NPW NPW NPW

NPW NPW NPW

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NPW NPW NPW

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NPW NPW NPW

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NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW

NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW

NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW

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NPW NPW NPW

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NPW NPW NPW

NPW NPW

NPW NPW NPW

NPW NPW

NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW

NPW

W W

CEC

670.00 675.00

675.00

680.00

669.00

671.00

672.00

673.00

674.00

676.00

677.00

678.00

679.00

675.00

675.00680.00

674.00

674.00676.00

676.00

677.00

678.00

679.00

67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00

JCP-30JCP-29JCP-28

B text

KEY PLAN

- S

C G1

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

H .B

O R

C .T

R G

CG108

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

CUI

C :\T

O R

T-

\D M

W G

/2 5/

H B0

Y O

R K

T N

O R

K, N

-28 F

. 2

W H

R -S

, F O

R T

D R

U M

, N Y

R U

N W

D L

G R

R P

R O

T W

D S-

-D

2D S2

S U

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

PLAN

NORTH

50' 100'0

- S

C G1

RUNWAY 03-21

PERIMETER ACCESS ROAD

ELEV = 670.50'ELEV = 672.75'ELEV = 675.00'

PROPOSED CONTOUR

EXISTING CONTOURXXX

XXX

1. SEE EA507 FOR JCP DETAILS. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL

AIRFIELD PAVEMENTS. TIE-IN JCP GRADING TO NOT ALTER EXISTING

DRAINAGE PATTERNS.

2. SEE DISCIPLINE SPECIFIC SHEET SERIES FOR EXISTING AND PROPOSED

FEATURES LEGEND.

E D

. 2

AFLAFL AFL

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM COMM COMM COMM COMM COMM COMM COMM COMM

AFL

AFL AFL AFL AFL

AFL

AFL AFL

AFL

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

C O

M M

COMM

COMMCOMM

C O

M M

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E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

E E

E E E

NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW

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NPW NPW NPW NPW NPW

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NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW

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NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW

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NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW

NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW

NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW

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NPW NPW NPW NPW NPW

NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW

NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW

NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW

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NPW NPW

NPW NPW NPW

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NPW NPW NPW NPW

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NPW NPW NPW NPW

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NPW NPW

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NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW

NPW NPW NPW NPW NPW

NPW NPW NPW NPW NPW NPW

NPW NPW NPW NPW NPW

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NPW NPW NPW

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NPW NPW NPW NPW

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AFL AFL AFL AFL AFL AFL AFL AFL AFL AFL AFL AFL AFL AFL AFL

AFL

E E

665.00

670.00

661.00

662.00

663.00

664.00

666.00

667.00

668.00

669.00 669.00

669.00

671.00

672.00

673.00

665.00

670.00

661.00

662.00

663.00

664.00

666.00

667.00

668.00

669.00

671.00

672.00

672.00 673.00

673.00

79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00

JCP-33JCP-32JCP-31

B B

B text

KEY PLAN

- S

C G1

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

H .B

O R

C .T

R G

CG109

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

CUI

C :\T

O R

T-

\D M

W G

/2 5/

H B0

Y O

R K

T N

O R

K, N

-28 F

. 2

W H

R -S

, F O

R T

D R

U M

, N Y

R U

N W

D L

G R

R P

R O

T W

D S-

-D

2D S2

S U

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

PLAN

NORTH

50' 100'0

- S

C G1

RUNWAY 03-21

TAXIWAY K

R U

N W

A C

S R

RUNWAY

21 GLIDE

SLOPE

PAPI ACCESS ROAD

ELEV = 663.50'ELEV = 660.00'ELEV = 667.75'

PROPOSED CONTOUR

EXISTING CONTOURXXX

XXX

1. SEE EA507 FOR JCP DETAILS. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL

AIRFIELD PAVEMENTS. TIE-IN JCP GRADING TO NOT ALTER EXISTING

DRAINAGE PATTERNS.

2. SEE DISCIPLINE SPECIFIC SHEET SERIES FOR EXISTING AND PROPOSED

FEATURES LEGEND.

E D

. 2

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM COMM COMM COMM

AFL AFL AFL AFL

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COMM

COMM COMM COMM COMM COMM COMM COMM COMM COMM

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COMM COMM COMM COMM COMM

C O

M M

C O

M M

C O

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C O

M M

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COMM

COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM

E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

E E E E E E E E E E E E E E E E E E E E E E E E

E E

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NPW NPW NPW NPW NPW NPW NPW NPW NPW

NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW

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NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW

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AFL

E E

AFL

660.00

665.00665.00

6.0

657.00

658.00

659.00

661.00

662.00

663.00

664.00

660.00

665.00

657.00

659.00

661.00

661.00 662.00

662.00 663.00

663.00

664.00

666.00

: 9

91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00

JCP-34 JCP-35 JCP-36

B B text

KEY PLAN

- S

C G1

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

H .B

O R

C .T

R G

CG110

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

CUI

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, F O

R T

D R

U M

, N Y

R U

N W

D L

G R

R P

R O

T W

D S-

-D

2D S2

S U

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

PLAN

NORTH

50' 100'0

- S

C G1

RUNWAY 03-21

RUNWAY 03-21 OVERRUN

RUNWAY 21 THRESHOLD

EXISTING DRAINAGE

HEADWALL

ELEV = 660.25' ELEV = 658.33'

ELEV = 657.00'

PROPOSED CONTOUR

EXISTING CONTOURXXX

XXX

1. SEE EA507 FOR JCP DETAILS. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL

AIRFIELD PAVEMENTS. TIE-IN JCP GRADING TO NOT ALTER EXISTING

DRAINAGE PATTERNS.

2. SEE DISCIPLINE SPECIFIC SHEET SERIES FOR EXISTING AND PROPOSED

FEATURES LEGEND.

E D

. 2

AFL

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM

COM

C O

M M

C O

M M

C O

M M

C O

M M

COMMCOMMCOMMCOMMCOMM

COMM

C O

M M

C O

MCO

M M

COMM

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM COMM COMM

E E

E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

NPW

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File details come from the government source that posted it. Updated Sep 29, 2025.