Attch__12-Drawings_S-103B_and_S-103C.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 12-Drawings S-103B and S-103C
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S-103B
52 TUNNEL PHOTOS/DESCRIPTIONS
EXISTING CONDITION REPAIR PROCEDURE EXISTING CONDITION REPAIR PROCEDURE EXISTING CONDITION REPAIR PROCEDURE
EXISTING CONDITION REPAIR PROCEDURE EXISTING CONDITION REPAIR PROCEDURE EXISTING CONDITION REPAIR PROCEDURE
EXISTING CONDITION REPAIR PROCEDURE EXISTING CONDITION REPAIR PROCEDURE
103B-c103B-b103B-a
103B-d 103B-e 103B-f
103B-h103B-g
STANCHION 15.
CONNECTED TO WALL NEAR
ACCESS & TUNNEL NOT
LADDER BETWEEN MANHOLE
STANCHION 15.
WITHOUT LADDER NEAR
MANHOLE ACCESS TO TUNNEL
LADDER NEAR STANCHION 77.
MANHOLE ACCESS w/ NO
WALLS OF OPENING NEAR STANCHION 77.
& WATER INTRUSION PRESENT ALONG
MANHOLE ACCESS w/ NO LADDER
ACCESS NEAR STANCHION 90.
HEIGHT OF WALL AT MANHOLE
DETACHED FROM WALL ALONG
CORRODED STEEL LADDER RUNGS
MANHOLE ACCESS NEAR STANCHION 90.
ALONG VERTICAL FACE OF WALL AT
EXISTING STEEL LADDER RUNGS
CORROSION RESISTANT COATING.
EXISTING LADDER RUNGS & PROVIDE
REMOVE CORROSION FROM
WALL NEAR STANCHION 10.
PRESENT AT PENETRATION THROUGH
WALL AT BASE. WATER INSTRUSION
EXISTING PIPE PENETRATING THROUGH
NEAR STANCHION 10.
PRESENT ALONG BASE OF TUNNEL
THROUGH WALL. WATER INSTRUSION
AROUND EXISTING PIPE PENETRATION
CONCRETE SPALL & CRACKING
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
CONCRETE WALL.
SEE 5/S-302 FOR ATTACHMENT TO
MANHOLE ACCESS & BASE OF TUNNEL.
PROVIDE NEW VERTICAL LADDER BETWEEN
WATERPROOFING APPLICATION.
WALL. SEE 2/S-301 FOR INTERNAL
5/S-302 FOR ATTACHMENT TO CONCRETE
MANHOLE ACCESS & BASE OF TUNNEL. SEE
PROVIDE NEW VERTICAL LADDER BETWEEN
FOR ATTACHMENT TO CONCRETE WALL.
MANHOLE ACCESS & BASE OF TUNNEL. SEE 5/S-302
PROVIDE NEW VERTICAL LADDER PORTION BETWEEN
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:
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
S-103C
52 TUNNEL PHOTOS/DESCRIPTIONS
WORK REPAIR NEAR STANCHION 77.
ATOP PIPING & PLYWOOD & PATCH
LOOSE STANCHION SUPPORT ANGLE
EXISTING CONDITION REPAIR PROCEDURE REPAIR PROCEDUREEXISTING CONDITION REPAIR PROCEDUREEXISTING CONDITION
REPAIR PROCEDUREEXISTING CONDITIONREPAIR PROCEDUREEXISTING CONDITIONREPAIR PROCEDUREEXISTING CONDITION
103C-c103C-b103C-a
103C-d 103C-e 103C-f
WITHIN CEILING & WALL NEAR STANCHION 42.
AT CEILING. WATER INTRUSION PRESENT
CONCRETE PATCH WORK ALONG JOINT
CORRODED REBAR EXPOSED. EXISTING
CONCRETE SPALL & CRACKING w/
WITHIN CEILING & WALL NEAR STANCHION 42.
AT CEILING. WATER INTRUSION PRESENT
CONCRETE PATCH WORK ALONG JOINT
CORRODED REBAR EXPOSED. EXISTING
CONCRETE SPALL & CRACKING w/
SPALLING OFF OF NEAR STANCHION 79.
CONNECTION OF STANCHION INTO CEILING
CORRODED REBAR EXPOSED. CONCRETE AT
VOIDS IN CEILING w/ CONCRETE SPALL &
TUNNEL AT STANCHION 35.
INTRUSION PRESENT ALONG BASE OF
& LOSS OF STEEL SECTION. WATER
CONNECTION PLATES HAVE CORROSION
BASE OF VERTICAL SUPPORT LEGS &
AT STANCHION 77.
TOP PIPE LOCATION MISSING
HORIZONTAL SUPPORT ANGLE AT
SURFACE SPALL REPAIR DETAIL.
APPLICATION, & 3B & 3C/S-301 FOR CONCRETE
SEE 2/S-301 FOR INTERNAL WATERPROOFING
OF CONCRETE TUNNEL DETAIL.
APPLICATION AND 2/S-303 FOR REPLACEMENT
DETAIL, 1/S-301 FOR EXTERNAL WATERPROOFING
SEE 1/S-303 FOR REPLACEMENT OF STANCHION
CONCRETE SURFACE SPALL REPAIR DETAIL.
APPLICATION AND 3B & 3C/S-301 FOR
SEE 2/S-301 FOR INTERNAL WATERPROOFING
INJECTION REPAIR DETAIL.
AND 2A/S-301 FOR CONCRETE CRACK
INTERNAL WATERPROOFING APPLICATION
REMOVE LOOSE ANGLE. SEE 2/S-301 FOR
DETAIL.
SEE 1/S-303 FOR REPLACEMENT OF STANCHION
CLEAN AREA ADJACENT TO EXISTING STANCHION.
WATERPROOFING APPLICATION.
DETAIL AND 2/S-301 FOR INTERNAL
SEE 1/S-303 FOR REPLACEMENT OF STANCHION
CLEAN AREA ADJACENT TO EXISTING STANCHION.
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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