W912HV22B0002 AM-0004 Misawa ADR Rev Drawing.pdf
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- Solicitation number
- W912HV-22-B-0002
About this file
This document provides details for a federal contract solicitation to construct an Airfield Damage Repair (ADR) material and equipment storage facility at Misawa Air Base in Japan. The solicitation is being issued by the U.S. Army Corps of Engineers, Japan District (POJ) for a project with an estimated value between 1 and 2.5 billion Japanese Yen. The project involves constructing a single-story structural steel building with metal siding and roofing to house ADR assets, along with supporting site utilities, pavements and improvements. The solicitation will utilize sealed bidding procedures, with bids due in January 2022. Only local Japanese sources registered with the Government of Japan to perform construction work and possessing the required licenses and permits will be considered. A pre-bid conference and site visit are scheduled for early November 2021 to provide additional project details and opportunity for questions. Interested offerors must complete a Contractor Application and submit documentation showing registration to work in Japan by the bid submission deadline.
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ASPHALT
ASPHALT
EBOX
LIGHTS
TMH
WV
UNKNOWN-4
CO
UNKNOWN-6
UNKNOWN-5
LIGHTS
CONCRETE
GRAVEL ROAD
GRAVEL ROAD
GRAVELGRAVEL
TMH
TMH
UNKNOWN-12
TMH
WV
FH
ASPHALT
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CONCRETE
UNKNOWN-2
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ASPHALT
400CP
M-1
M-2
INV = 26.20
INV = 26.26
IN25.12
400CP
OUT25.06
PROTECTIVE
BOLLARD
PROTECTIVE BOLLARD
PROTECTIVE BOLLARD
SUBSTATION
EQUIPMENT
SUBSTATION EQUIPMENT
EBOX
S1736
UNKNOWN-10
UNKNOWN-9
UNKNOWN-8
GRASS
ASPHALT
ASPHALT
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
STORM GUTTER
T1743A T1743B
T1736
EXISTING
GRAVEL
33.3m
.2 m 9.
4m
37.2m
80.2m
.1 m
8.4m
3m
3m
.5 m
.2 m
EXISTING APPLE DRIVE
7.7m
.8 m
13.2m
9.
6m
23.4m
US Army Corps of Engineers ®
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1. SEE C-001 FOR SYMBOLOGY LEGEND.
2. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED.
3. ACCESS TO REMAIN TO BUILDING 1747 AND 1748 AT ALL TIMES.
4. SEE SHEET CG-001 FOR HAUL ROUTE.
5. ASSUME THE EXISTING PAVEMENT IS 100MM THICK TO MATCH
THE PROPOSED PAVEMENT THICKNESS ON DETAIL 01/C-500.
NOTES
CD100
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KEYED NOTES
EXISTING CONTAINERS TO BE REMOVED BY THE GOVERNMENT
PRIOR TO START OF CONSTRUCTION.
SAWCUT EXISTING PAVEMENT FOR CLEAN EDGE AT REMOVAL.
EXISTING UTILITIES TO REMAIN. PROTECT DURING
CONSTRUCTION.
EXISTING DRAINAGE STRUCTURE. PROTECT DURING
CONSTRUCTION.
EXISTING FIRE HYDRANT AND PROTECTIVE BOLLARDS TO REMAIN.
PROTECT DURING CONSTRUCTION.
EXISTING ELECTRIC MANHOLE TO REMAIN. PROTECT DURING
CONSTRUCTION. REMOVE LID/COVER AND REPLACE WITH T-25
RATED LID/COVER.
EXISTING UTILITY STRUCTURES TO REMAIN. PROTECT DURING
CONSTRUCTION.
EXISTING SANITARY MANHOLE TO REMAIN. PROTECT DURING
CONSTRUCTION.
EXISTING SUBSTATION TO REMAIN. PROTECT DURING
CONSTRUCTION.
EXISTING WATER VALVE TO REMAIN. PROTECT DURING
CONSTRUCTION.
EXISTING ASPHALT ACCESS TO BUILDING 1747 TO REMAIN.
EXISTING CONCRETE PAVEMENT TO REMAIN. PROTECT DURING
CONSTRUCTION.
NOT USED
EXISTING COMMUNICATION JUNCTION BOX TO REMAIN. PROTECT
DURING CONSTRUCTION. REMOVE LID/COVER AND REPLACE WITH
T-25 RATED LID/COVER.
EXISTING COMMUNICATION JUNCTION BOX AND SERVICE TO BE
REMOVED.
EXISTING LIGHTPOLE TO BE REMOVED.
LEGEND
AREA OF PAVEMENT REMOVAL
AREA OF LAWN REMOVAL
AREA OF GRAVEL REMOVAL
SAWCUT TO PROVIDE CLEAN EDGE
NOT TO SCALE
DEMOLITION PLANA1
(AM-0004)
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TYP
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GRAPHIC SCALE IN METERS 1:400
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