Attch__17-Drawings_S-105B_and_S-105C.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 17-Drawings S-105B and S-105C
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S-105B 5th STREET TUNNEL PHOTOS/DESCRIPTIONS
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
105B-c105B-b
105B-d 105B-e 105B-f
105B-h105B-g
44 & 46.
LOCATION BETWEEN STANCHIONS
CRACKING PRESENT NEAR SPALL
REBAR EXPOSED WITHIN CEILING.
CONCRETE SPALL & CORRODED
STANCHIONS 49 & 50.
MEMBER WITHIN CEILING BETWEEN
CONCRETE SPALL & CORRODED
CEILING & WALL AT STANCHION 55.
WITHIN CEILING. CRACKING PRESENT WITHIN
EXPOSED NEAR ABANDONED PIPE SLEEVE
CONCRETE SPALL & CORRODED REBAR
LOCATION BETWEEN STANCHIONS 60 & 63.
WITHIN CEILING PRESENT ACROSS SPALL
EXPOSED WITHIN CEILING. CRACKING
CONCRETE SPALL & CORRODED REBAR
BETWEEN STANCHIONS 60 & 63.
REBAR EXPOSED WITHIN CEILING
CONCRETE SPALL & CORRODED
60 & 63.
CEILING BETWEEN STANCHIONS
CORROSION VISIBLE THROUGHOUT
CONCRETE SPALL & CRACKING w/
STANCHIONS 60 & 63.
ALONG WIDTH OF TUNNEL BETWEEN
OR CRACK REPAIR MATERIAL PRESENT
EXPOSED WITHIN CEILING. JOINT FILLER
CONCRETE SPALL & CORRODED REBAR
105B-a
WITHIN CEILING BETWEEN STANCHIONS 49 & 50.
STEEL SECTION. WATER INSTRUSION PRESENT
SUPPORT LEGS HAVE CORROSION & LOSS OF
REBAR EXPOSED WITHIN CEILING. TOP OF VERTICAL
CONCRETE SPALL & CRACKING w/ CORRODED
OF CONCRETE TUNNEL DETAIL.
APPLICATION, & 2/S-303 FOR REPLACEMENT
DETAIL, 1/S-301 FOR EXTERNAL WATERPROOFING
SEE 1/S-303 FOR REPLACEMENT OF STANCHION
CLEAN AREA ADJACENT TO EXISTING STANCHION.
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, & 2/S-303 FOR REPLACEMENT
DETAIL, 1/S-301 FOR EXTERNAL WATERPROOFING
SEE 1/S-303 FOR REPLACEMENT OF STANCHION
CLEAN AREA ADJACENT TO EXISTING STANCHION.
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:
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
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-105C 5th STREET TUNNEL PHOTOS/DESCRIPTIONS
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
105C-c105C-b105C-a
105C-d 105C-e
105C-h105C-g
BETWEEN STANCHIONS 60 & 63.
REBAR EXPOSED WITHIN CEILING
CONCRETE SPALL & CORRODED
AT STANCHION 65.
REBAR EXPOSED WITHIN CEILING
CONCRETE SPALL & CORRODED
79.
ADJACENT TO JOINT AT STANCHION
REBAR EXPOSED WITHIN CEILING
CONCRETE SPALL & CORRODED
IN CEILING AT STANCHION 65.
REBAR EXPOSED AROUND VOID
CONCRETE SPALL & CORRODED
WITHIN CEILING AT STANCHION 81.
REBAR EXPOSED AROUND VOID
CONCRETE SPALL & CORRODED
WITHIN CEILING AT STANCHION 83.
CORRODED STEEL SUPPORTS PRESENT
PRESENT WITHIN WALL & CEILING.
EXPOSED WITHIN CEILING. CRACKING
CONCRETE SPALL & CORRODED REBAR
BETWEEN STANCHIONS 60 & 61.
EXIST STEAM PIPE EXPANSION JOINT
105C-f
STANCHION 3.
& LOSS OF STEEL SECTION AT
SUPPORT LEG HAS CORROSION
REBAR EXPOSED. TOP OF VERTICAL
CONCRETE SPALL & CORRODED
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 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
WATERPROOFING APPLICATION
SPALL REPAIR DETAIL, & 2/S-301 FOR INTERNAL
DETAIL, 3B & 3C/S-301 FOR CONCRETE SURFACE
SEE 1/S-303 FOR REPLACEMENT OF STANCHION
CLEAN AREA ADJACENT TO EXISTING STANCHION.
TO STEEL AT EXPANSION JOINT.
CORROSION RESISTANT COATING
CLEAN CORROSION AND APPLY A
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
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