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RAS-SITE CAL

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A PDF document (752 KB) attached to Rygge DABS / FEV New Construction, from the Department of the Army. Due Jan 29, 2027, 2:00 PM (UTC+1).

File name: 03-W9123617D0001 Final RAS-SITE_CAL.pdf

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SHEET NOTES - HENVISNINGER

1. REFER TO DETAIL A1 ON CU501 FOR DETAILING ON HOW

MECHANICAL PIPING WILL BE BURIED.

P

2. REFER TO THE CU SERIES DRAWINGS FOR FULL UTILITY PLAN

LAYOUTS. PIPING LAYOUT SHOWN IS ONLY DIAGRAMMATIC TO

SHOW DESIGN INTENT.

US Army Corps
of Engineers ®

N

DATE

3. REFER TO SITE PACKAGE, CU141 THROUGH CU144 FOR

GEOTHERMAL WELL COORDINATES. GEOTHERMAL WELLS

SHALL BE 300 M DEEP AND 600 MM IN DIAMETER.

M

KEYNOTES

L

APPLIES TO THIS SHEET ONLY

AREA 01

AREA 02

AREA 03

AREA 04

MARK

AREA 05

ISSUE DATE:

OCTOBER 30, 2026

SOLICITATION NO.:

J

H

DESIGNED BY:

J. FLYNN

DRAWN BY:

J. SCOTT

CHECKED BY:

T. NEWSWANGER

SUBMITTED BY:

R. MASLYN

SIZE:

ANSI D

CONTRACT NO.:

W912GB-19-D-0015

K

DESCRIPTION

MARK

DESCRIPTION

RAS AB - ROLLING STOCK

RAS C - PALLET STORAGE

RAS G - VEHICLE MAINTENANCE

RAS H - CENTRAL PLANT

RAS L - PUMP HOUSE

RAS D - CONTAINER STORAGE

RAS E - FUEL VEHICLE FACILITY

RAS K - SECURE ENTRY

G

PLAN

NORTH

OVERALL SITE MECHANICAL PLAN

1 : 1500

F

WSP

277 BENDIX RD STE 300

VIRGINIA BEACH, VIRGINIA 23452

US ARMY CORPS OF ENGINEERS

EUROPE DISTRICT

C

AREA 02

AREA

AREA 03

AREA 04

AREA

B

GRAPHIC SCALES SKALA

SEAL - SEGL

SHEET ID

A

SCALE 1:1500

75 m

RAS-SITE

MS101

OCTOBER 30, 2026 FINAL DESIGN SUBMISSION

KEY PLAN - LOKALISERINGSFIGUR

OVERALL SITE MECHANICAL PLAN OVERSIKTSPLAN VENTILASJON PLAN

D

RYGGE AIR STATION, NORWAY

CONSTRUCT ECAOS DABS-FEV/EMEDS STORAGE

E

SHEET NOTES - HENVISNINGER

1. REFER TO DETAIL A1 ON CU501 FOR DETAILING ON HOW

MECHANICAL PIPING WILL BE BURIED.

N

2. REFER TO THE CU SERIES DRAWINGS FOR FULL UTILITY PLAN

LAYOUTS. PIPING LAYOUT SHOWN IS ONLY DIAGRAMMATIC TO

SHOW DESIGN INTENT.

US Army Corps
of Engineers ®

3. REFER TO SITE PACKAGE, CU141 THROUGH CU144 FOR

GEOTHERMAL WELL COORDINATES. GEOTHERMAL WELLS

SHALL BE 300 M DEEP AND 600 MM IN DIAMETER.

DATE

MATCHLINE

A1 / MS103

P

M

KEYNOTES

50 GWS

L

APPLIES TO THIS SHEET ONLY

MARK

DESCRIPTION

SEE SHEET MP401 IN RAS-A-B FOR MECHANICAL PIPING

PENETRATIONS INTO BUILDING.

SEE RAS-G MP101 FOR CONTINUATION

150 GWR

40 GWS

DESCRIPTION

50 GWS

RAS-A-B

ROLLING

STOCK

50 HWS/R

H

DESIGNED BY:

J. FLYNN

DRAWN BY:

J. SCOTT

CHECKED BY:

T. NEWSWANGER

SUBMITTED BY:

R. MASLYN

SIZE:

ANSI D

50 CHWS/R

CONTRACT NO.:

W912GB-19-D-0015

J

ISSUE DATE:

OCTOBER 30, 2026

SOLICITATION NO.:

MARK

K

F

50 FOS

50 FOR

WSP

277 BENDIX RD STE 300

VIRGINIA BEACH, VIRGINIA 23452

US ARMY CORPS OF ENGINEERS

EUROPE DISTRICT

G

KEY PLAN - LOKALISERINGSFIGUR

AREA 02

AREA

C

AREA 03

AREA 04

AREA

GRAPHIC SCALES SKALA

B

SEAL - SEGL

SHEET ID

PLAN

NORTH

A

A1

SITE MECHANICAL PLAN AREA 01

1 : 400

SCALE 1:400

20 m

RAS-SITE

MS102

OCTOBER 30, 2026 FINAL DESIGN SUBMISSION

FT

SITE MECHANICAL PLAN AREA 01 OVERSIKTSPLAN VENTILASJON PLAN DEL 01

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