Attch__5-Drawings_S-101F_and_S-101G.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 5-Drawings S-101F and S-101G
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S-101F
BULL HEAD TUNNEL PHOTOS/DESCRIPTIONS
REPAIR PROCEDUREEXISTING CONDITION REPAIR PROCEDUREEXISTING CONDITION REPAIR PROCEDUREEXISTING CONDITION
REPAIR PROCEDUREEXISTING CONDITION REPAIR PROCEDUREEXISTING CONDITION REPAIR PROCEDUREEXISTING CONDITION
REPAIR PROCEDUREEXISTING CONDITION REPAIR PROCEDUREEXISTING CONDITION
101F-a 101F-b 101F-c
101F-f101F-e101F-d
101F-g 101F-h
STANCHION 39.
EXPANSION JOINT ANCHOR NEAR
STANCHION 54.
REPLACED w/ NEW ROLLER AT
PIPE ROLLER SUPPORT TO BE
HIGH PRESSURE CONDENSATE
OF WALL AT TUNNEL 56 INTERSECTION.
w/ WATER INTRUSION THROUGHOUT FACE
EXTENSIVE CONCRETE SPALL & CRACKING
BASE OF TUNNEL .
SHOWING WATER INTRUSION ALONG
INTERSECTION w/ TUNNEL 56
VIEW OF BULL HEAD TUNNEL AT
BOTTOM SUPPORT AT STANCHION 26.
BEARING CONTACT w/ PIPE AT
PIPE ROLLER SUPPORT NOT IN
56 INTERSECTION.
CORNER OF WALL AT TUNNEL
REPAIR w/ VISIBLE CRACKING AT
EXISTING CONCRETE PATCH WORK
NEAR STANCHION 29.
THROUGHOUT CONCRETE WALL
VERTICAL & HORIZONTAL CRACKING
ANCHOR STEEL.
CORROSION RESISTANT COMPOUND TO
JOINT ANCHOR STEEL AND PROVIDE A
CLEAN ALL CORROSION FROM EXPANSION
SECTION 23 05 15.
LOCATIONS PER CRITERIA WITHIN SPEC
PROVIDE NEW PIPE ROLLER AT REQUIRED
SECTION 23 05 15.
LOCATIONS PER CRITERIA WITHIN SPEC
PROVIDE NEW PIPE ROLLER AT REQUIRED
NEAR STANCHION 24.
BASE AT TUNNEL 56 INTERSECTION
INTRUSTION PRESENT AT VOID & ALONG
VOID AT BOTTOM OF WALL. WATER
ABANDONED PIPES PENETRATING THROUGH
FOR CONCRETE SURFACE PATCH REPAIR DETAIL.
WATERPROOFING APPLICATION & 3B & 3C/S-301
LOOSE CONCRETE. SEE 2/S-301 FOR INTERNAL
PENETRATING THROUGH WALL. SAWCUT AND REMOVE
GRIND AND DEMOLISH ALL EXISTING CORRODED STEEL
CRACK INJECTION REPAIR DETAIL.
APPLICATION & 3A/S-301 FOR CONCRETE
SEE 2/S-301 FOR INTERNAL WATERPROOFING
APPLICATION.
2/S-301 FOR INTERNAL WATERPROOFING
SURFACE SPALL REPAIR DETAIL &
SEE 3B & 3C/S-301 FOR CONCRETE
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:
WATERPROOFING APPLICATION
SEE 2/S-301 FOR INTERNAL
APPLICATION.
FOR EXTERNAL WATERPROOFING
REPLACEMENT DETAIL AND 1/S-301
SEE 2/S-303 FOR TUNNEL CONCRETE
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-101G
BULL HEAD TUNNEL PHOTOS/DESCRIPTIONS
REPAIR PROCEDUREEXISTING CONDITION REPAIR PROCEDURE REPAIR PROCEDURE
REPAIR PROCEDURE REPAIR PROCEDURE REPAIR PROCEDURE
REPAIR PROCEDURE REPAIR PROCEDURE
101G-a 101G-b 101G-c
101G-f101G-e101G-d
101G-g 101G-h
STANCHION 29.
PRESENT AT TOP OF WALL NEAR
EXPOSED IN WALL. WATER INTRUSION
CONCRETE SPALL & CORRODED REBAR
STANCHION 35.
THROUGHOUT FACE OF WALL NEAR
EXPOSED IN WALL. WATER INTRUSION
CONCRETE SPALL & CORRODED REBAR
EXISTING CONDITION EXISTING CONDITION
EXISTING CONDITION EXISTING CONDITION EXISTING CONDITION
SUPPORT LEG AT STANCHION 40.
OF CONCRETE PLATFORM AT STANCHION
CRACKING OF CONCRETE WITHIN FACE
57 INTERSECTION.
OF MANHOLE ACCESS ROOM NEAR TUNNEL
ENDS EXPOSED WITHIN PERIMETER WALL
CONCRETE SPALL & CORRODED REBAR
INTERSECTION.
ACCESS ROOM NEAR TUNNEL 57
PERIMETER WALL OF MANHOLE
CORRODED REBAR EXPOSED WITHIN
EXISTING CONDITION EXISTING CONDITION
TUNNEL NEAR TUNNEL 57 INTERSECTION.
WATER INTRUSION PRESENT ALONG BASE OF
PIPES, & OTHER DEBRIS AT BASE OF TUNNEL.
CONCRETE PIECES FROM TUNNEL, CORRODED
WORK LOCATION NEAR STANCHION 35.
& CORRODED REBAR EXPOSED AT PATCH
AROUND PENETRATION. CONCRETE SPALL
EXISTING CONCRETE PATCH WORK REPAIR
PIPE PENETRATING THROUGH WALL w/
STANCHION 19.
CONCRETE BULKHEAD ON CEILING NEAR
EXPOSED ON VERTICAL FACE OF
CONCRETE SPALL & CORRODED REBAR
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:
APPLICATION.
FOR EXTERNAL WATERPROOFING
REPLACEMENT DETAIL AND 1/S-301
SEE 2/S-303 FOR TUNNEL CONCRETE
APPLICATION.
FOR EXTERNAL WATERPROOFING
REPLACEMENT DETAIL AND 1/S-301
SEE 2/S-303 FOR TUNNEL CONCRETE
APPLICATION.
FOR EXTERNAL WATERPROOFING
REPLACEMENT DETAIL AND 1/S-301
SEE 2/S-303 FOR TUNNEL CONCRETE
SURFACE SPALL REPAIR DETAIL.
SEE 3B & 3C/S-301 FOR CONCRETE
SURFACE SPALL REPAIR DETAIL.
SEE 3B & 3C/S-301 FOR CONCRETE
SURFACE SPALL REPAIR DETAIL.
SEE 3B & 3C/S-301 FOR CONCRETE
APPLICATION.
SEE 2/S-301 FOR INTERNAL WATERPROOFING
BASE SLAB & RAISED CONC. PLATFORM.
REMOVE ALL DEBRIS FROM TUNNEL
2/S-301 INTERNAL WATERPROOFING APPLICATION.
CONCRETE SURFACE SPALL REPAIR DETAIL &
SPALL SURFACE. SEE 3B & 3C/S-301 FOR
REMOVE ANY LOOSE CONCRETE PIECES ALONG
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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