J-1602000-06-03_N6945022R0032_LNG_SubseaPipeline_Drawings.pdf

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Attached to
Base Operations Support (BOS) Services at Naval Station Guantanamo Bay, Cuba
Solicitation number
N6945022R0032
Issued by

About this file

This document summarizes a solicitation for base operations support services at Naval Station Guantanamo Bay, Cuba. The solicitation seeks proposals for services including family housing, facility management, facility investment, custodial services, pest control, integrated solid waste management, grounds maintenance and landscaping, utility management, electrical, wastewater, water, and base support vehicles and equipment. The Navy seeks these services through an indefinite-quantity contract with both fixed-price and indefinite delivery indefinite quantity CLINs, as well as award fee provisions. The contract term is anticipated as one base year plus seven one-year options, for a total of eight years. The solicitation is advertised on an unrestricted basis and invites full and open competition, with proposals evaluated based on technical approach, past performance, and price. The pre-proposal site visit will take place on August 3-4, 2022, and all questions must be submitted by August 15, 2022 to the contracting officer point of contact listed.

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Text version

40' ROAD ( DIAGONAL CROSSING ) TBD27'-6"

(TO BE FIELD VERIFIED)

4'

MEAN SEA LEVEL

ELEV.

5.0'

27'-5"

(TO BE FIELD VERIFIED)

2' -1

1"

4' -1

1"

8' -2

BOTTOM OF TRENCH

TOP OF TRENCH

CHANNEL

SEAFLOOR

NATURAL

SEAFLOOR

BACKFILL

MEAN SEA LEVEL

4'

~1' ~1'

4" & 6" PIPES ENCASED

IN A 10" PIPE (TYP 2)

2'-11"

8'-2"

TO BE JETTED

BY DIVERS

4'

ROAD WAY

8'-2"

~1' ~1'

4" & 6" PIPES ENCASED

IN A 10" PIPE (TYP 2)2'-11"

BACKFILL

4'

GRADE

~1' ~1'

4" & 6" PIPES ENCASED

IN A 10" PIPE (TYP 2)

2'-11"

BACKFILL

8'-2" VARIES 0' TO 10'

BERM

MP653

TRENCH DESIGN @ PIER "E" - PROFILE

SCALE: 1" = 5'

NOTES:

1. ALL DEPTHS, ELEVATIONS, ROADS ARE APPROXIMATE AND TO BE DETERMINED IN THE FIELD.

2. MEAN SEA LEVEL IS INDICATED.

3. ALL ELEVATION LEVELS ARE TO MEAN SEA LEVEL.

4. OFFSHORE SECTION OF THE PIPELINE WILL HAVE A NATURAL BACKFILL.

ONSHORE SECTION OF THE PIPELINE WILL BE BACKFILLED.

N A

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VICINITY MAP

SCALE: NONE

TRUE

NORTH

THIS DRAWING

TRENCH DESIGN @ PIER "E" - PLAN

SCALE: 1" = 5'

SECTION A

SCALE: 1"=4'

SECTION B

SCALE: 1"=4'

SECTION C

SCALE: 1"=4'

A B C

A B

C 1220 84

SCALE: 1" = 5'

This is where Siemens shows the LNG piping exiting the ground after crossing the bay.

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4" FLANGE 150#

4" BLIND

FLANGE 150#

END OF VACUUM

4.5" O.D. x 0.12" W.T., SCH.(10S), SS

6.625" O.D. x 0.134" W.T., SCH.(10S), SS

12.75" O.D. x 0.5" W.T. CS PIPE

VACUUM

GAUGE

TUBE

EVACUATION / RELIEF PORT

1/2" THK. PLT.

COMMS. CABLES

F.O.F. EL. 10'-0"

ABOVE MSL

GRADE

1.315" O.D. x 0.109" W.T., SS, SCH(10s) VACUUM PIPE

TO P/L VACUUM BREAK

1' -6

3'

-6

Ø1 3/8"

1'-2 3/4"

R3/8"

90°

MP657

TIE-IN DETAIL AT PIER "E"

SCALE: 1 1/2" = 1'NOTES:

1. ALL DEPTHS, ELEVATIONS, ROADS ARE APPROXIMATE AND TO BE DETERMINED IN THE FIELD.

2. ALL ELEVATION LEVELS ARE TO MEAN SEA LEVEL.

3. DETAILS TO BE UPDATED ON RECEIPT OF RISER "E" TIE-IN DETAILS.

4. OVERSIZED CAP/SEAL TO PREVENT WATER INGRESS TO BE ADDED TO CONSTRUCTION DRAWINGS FOLLOWING

RECEIPT OF PIPING/VALVE/PUMP ARRANGEMENT CONNECTING 1" OUTLET PIPES AND PRESSURE GAUGES.

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THIS DRAWING

VICINITY MAP

SCALE: NONE

TRUE

NORTH

30.50 21

SCALE: 1 1/2" = 1'

SECTION A-A

SCALE: 3" = 1'

1/2" THK. CS PLATE

W/ HOLES DRILLED

FOR SS PIPE AND

COMMS CABLES.

ALLOW 1/16" GAP

SILICONE FLEXIBLE

RUBBER SEALANT

OR SIMILAR (TYP.)

AA

3" 6"0" 1'

SCALE: 3" = 1'-0"

This should be the line of demarcation.

The blank flange shown here.

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1387609179 Sticky Note

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File details come from the government source that posted it. Updated .