Attch_19-Drawings_S-105F_and_S-105G.pdf
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- Attached to
- Repair-Replace Steam Pipe Stanchions Federal contract opportunity
- Solicitation number
- FA8601-15-R-0030
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Attch 19-Drawings S-105F and S-105G
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S-105F 5th STREET TUNNEL PHOTOS/DESCRIPTIONS 37
EXISTING CONDITION REPAIR PROCEDURE EXISTING CONDITION REPAIR PROCEDURE EXISTING CONDITION REPAIR PROCEDURE
EXISTING CONDITION REPAIR PROCEDUREEXISTING CONDITION REPAIR PROCEDUREEXISTING CONDITION REPAIR PROCEDURE
EXISTING CONDITION REPAIR PROCEDURE EXISTING CONDITION REPAIR PROCEDURE
105F-c105F-b105F-a
105F-d 105F-e 105F-f
105F-h105F-g
CEILING BETWEEN STANCHIONS 8 & 9.
REBAR EXPOSED NEAR VOID WITHIN
CONCRETE SPALL & CORRODED
NEAR CRACK AT STANCHION 12.
REBAR EXPOSED WITHIN CEILING
CONCRETE SPALL & CORRODED
IN CEILING AT STANCHION 20.
REBAR EXPOSED NEAR CRACK
CONCRETE SPALL & CORRODED
STEAM PIPES AT STANCHION 20.
PIECES FROM CEILING SITTING ATOP
EXPOSED WITHIN CEILING. CONCRETE
CONCRETE SPALL & CORRODED REBAR
WITHIN CEILING AT STANCHION 54.
REBAR EXPOSED NEAR CRACK
CONCRETE SPALL & CORRODED
NEAR STANCHION 7.
AT BASE. CRACKING WITHIN WALL
ENTRANCE LADDER w/ CORROSION
SUPPORT BETWEEN STANCHIONS 44 & 50.
PRESENT WITHIN CEILING & AROUND TOP
CONCRETE PATCH WORK & JOINT FILLER
EXPOSED WITHIN CEILING. EXISTING
CONCRETE SPALL & CORRODED REBAR
BETWEEN STANCHIONS 44 & 50.
WITHIN CEILING & AROUND TOP SUPPORT
PATCH WORK & JOINT FILLER PRESENT
EXPOSED WITHIN CEILING. EXISTING CONCRETE
CONCRETE SPALL & CORRODED REBAR
CONCRETE WALL.
SEE 5/S-302 FOR ATTACHMENT TO
MANHOLE ACCESS & BASE OF TUNNEL.
PROVIDE NEW VERTICAL LADDER BETWEEN
OF CONCRETE TUNNEL DETAIL.
APPLICATION AND 2/S-303 FOR REPLACEMENT
SEE 1/S-301 FOR EXTERNAL WATERPROOFING
OF CONCRETE TUNNEL DETAIL.
APPLICATION AND 2/S-303 FOR REPLACEMENT
SEE 1/S-301 FOR EXTERNAL WATERPROOFING
OF CONCRETE TUNNEL DETAIL.
APPLICATION AND 2/S-303 FOR REPLACEMENT
SEE 1/S-301 FOR EXTERNAL WATERPROOFING
SURFACE SPALL REPAIR DETAIL.
APPLICATION AND 3B & 3C/S-301 FOR CONCRETE
SEE 2/S-301 FOR INTERNAL WATERPROOFING
OF CONCRETE TUNNEL DETAIL.
APPLICATION AND 2/S-303 FOR REPLACEMENT
SEE 1/S-301 FOR EXTERNAL WATERPROOFING
OF CONCRETE TUNNEL DETAIL.
APPLICATION AND 2/S-303 FOR REPLACEMENT
SEE 1/S-301 FOR EXTERNAL WATERPROOFING
OF CONCRETE TUNNEL DETAIL.
APPLICATION AND 2/S-303 FOR REPLACEMENT
SEE 1/S-301 FOR EXTERNAL WATERPROOFING
OF THE STANCHION.
THE BASE OF THE WALL & AROUND THE BASE
2. CLEAN ALL LOOSE PIECES OF DEBRIS FROM
COATING.
APPLICATION OF A CORROSION RESISTANT
STEEL SHALL BE CLEANED TO ALLOW FOR
STANCHIONS (TO REMAIN) SHALL BE REMOVED.
1. ALL CORROSION PRESENT ON EXISTING STEEL
NOTES:
COORDINATOR ENGINEERING CHIEF
DATE REVISION BYNO. DATE NO. REVISION BY
C I
V
IL
ENGI
N
E E
R
US AF
WRIGHT-PATTERSON AIR FORCE BASE
88TH ABW
OF
DESIGN CHIEF
DATEDRAWNDESIGNED CHECKED
RPR/RPL STEAM STANCHIONS
PROJECT NUMBER ZHTV 090018
SUBMITTAL - 100% GOVT. SUBMITTAL
SPR SPR MSS JUNE 2015
S-105G 5th STREET TUNNEL PHOTOS/DESCRIPTIONS 38
EXISTING CONDITION REPAIR PROCEDURE EXISTING CONDITION REPAIR PROCEDURE EXISTING CONDITION REPAIR PROCEDURE
EXISTING CONDITION REPAIR PROCEDURE
105G-c105G-b105G-a
105G-d
OF VENT OPENING AT STANCHION 27.
REBAR EXPOSED ALONG PERIMETER
CONCRETE SPALL & CORRODED
CEILING AT OPENING NEAR STANCHION 50.
OPENING. CRACKING PRESENT WITHIN
EXPOSED ALONG PERIMETER OF VENT
CONCRETE SPALL & CORRODED REBAR
AT BASE NEAR STANCHION 27.
& MISSING PORTION OF VERTICAL SUPPORT
ENTRANCE LADDER w/ CORROSION
SUPPORT AT BASE NEAR STANCHION 50.
& MISSING PORTION OF VERTICAL
ENTRANCE LADDER w/ CORROSION
OF THE STANCHION.
THE BASE OF THE WALL & AROUND THE BASE
2. CLEAN ALL LOOSE PIECES OF DEBRIS FROM
COATING.
APPLICATION OF A CORROSION RESISTANT
STEEL SHALL BE CLEANED TO ALLOW FOR
STANCHIONS (TO REMAIN) SHALL BE REMOVED.
1. ALL CORROSION PRESENT ON EXISTING STEEL
NOTES:
CONCRETE WALL.
SEE 5/S-302 FOR ATTACHMENT TO
MANHOLE ACCESS & BASE OF TUNNEL.
PROVIDE NEW VERTICAL LADDER BETWEEN
CONCRETE WALL.
SEE 5/S-302 FOR ATTACHMENT TO
MANHOLE ACCESS & BASE OF TUNNEL.
PROVIDE NEW VERTICAL LADDER BETWEEN
SURFACE SPALL REPAIR DETAIL.
APPLICATION, & 3B & 3C/S-301 FOR CONCRETE
SEE 2/S-301 FOR INTERNAL WATERPROOFING
SURFACE SPALL REPAIR DETAIL.
APPLICATION, & 3B & 3C/S-301 FOR CONCRETE
SEE 2/S-301 FOR INTERNAL WATERPROOFING
COORDINATOR ENGINEERING CHIEF
DATE REVISION BYNO. DATE NO. REVISION BY
C I
V
IL
ENGI
N
E E
R
US AF
WRIGHT-PATTERSON AIR FORCE BASE
88TH ABW
OF
DESIGN CHIEF
DATEDRAWNDESIGNED CHECKED
RPR/RPL STEAM STANCHIONS
PROJECT NUMBER ZHTV 090018
SUBMITTAL - 100% GOVT. SUBMITTAL
SPR SPR MSS JUNE 2015
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