B.08.02 Solicitation_Plans_KA Bridge_20200721.pdf
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...\KanopolisServiceBridgeRepairs\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\COVER SHEET
8:48:26 AM 7/16/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
KANSAS CITY DISTRICT
SEE COVER SHEET
S S
IV
A K
U M
A R
G-001
A N
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SEE COVER SHEET
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H E
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B
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R A
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S
SMOKY HILL RIVER KANSAS
M
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Y H
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A N
S A
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KANOPOLIS DAM AND RESERVOIR
K A
N O
P O
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D
A M A
N D R
E S
E R
V O
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G-002
G-001
K A
G -0
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S-003
S-004
S-002
S-001
STRUCTURAL
GENERAL
LOCATION AND VICINTY MAP
KA_G-001.DGN
KA_G-002.DGN
KA_S-001.DGN
KA_S-002.DGN
KA_S-003.DGN
KA_S-004.DGN
SHEET NO. TITLE FILE NO. CADD FILE NO.
RECORD DRAWINGS - FOR INFORMATION ONLY
RS700 KA_RS700.DGN
KA KK2-5-4
KA KK2-5-2
KA KK2-5-1
RS701
RS703
KA_RS701.DGN
RS702 KA KK2-5-3 KA_RS702.DGN
KA_RS703.DGN
COVER AND INDEX
SHEET INDEX
SERVICE BRIDGE SUB-STRUCTURE CONCRETE DETAILS
K
M A
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B
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S
SERVICE BRIDGE REPAIRS
S E
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TYPICAL CONCRETE SPALL AND CRACK REPAIR DETAILS AND NOTES
PIER 1 CONCRETE SPALL AND CRACK REPAIR DETAILS
PIER 2 CONCRETE SPALL AND CRACK REPAIR DETAILS
ABUTMENT CONCRETE SPALL AND CRACK REPAIR DETAILS
SERVICE BRIDGE PLAN AND ELEVATION
SERVICE BRIDGE DETAILS OF SUPER-STRUCTURE
SERVICE BRIDGE SUB-STRUCTURE DETAILS OF STEEL BENTS
C O
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H E
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G-003 KA_G-003.DGNOVERALL SITE PLAN
JULY 2020
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INJECTION PORT, TYP.
SEALER
CRACK SURFACE
CRACK
EXISTING CONCRETE
CRACK
SEE NOTE 1
CRACK SURFACE SEALER,
EXISTING #6 BAR
EXTENTS OF THE ORIGINAL DESIGN
AND PLACE NEW CONCRETE TO THE
SAW CUT DELAMINATED CONCRETE
#3 DOWEL BAR, TYP EACH DOWEL HOOK
(1) - #3 BAR LOCATED AT
OF CONCRETE
ORIGINAL LIMITS
NEW CONCRETE
EXISTING CONCRETE
NEW #3 BAR, TYP#6 BAR
EXISTING
BAR, TYP
NEW #3 DOWEL
ADHESIVE
EPOXY INJECTION
CRACK
REQUIRED ALONG
TO 18", OR AS
PLACED EVERY 6"
INJECTION PORT.
CONCRETE DELAMINATION/SPALL
CONCRETE CRACK REPAIR NOTES:
1. REFER TO SPECIFICATION 03 01 00 REHABILITATION OF CONCRETE FOR CONCRETE CRACK REPAIR
PROCEDURES.
2. TOTAL ESTIMATED QUANTITY OF CRACKS NEEDING REPAIR IS 94.5 LINEAR FEET. CRACK REPAIR
LOCATIONS ARE SHOWN ON S-002 AND S-003.
CONCRETE SPALL REPAIR NOTES:
1. REFER TO SPECIFICATION 03 01 00 REHABILITATION OF CONCRETE FOR CONCRETE SPALL REPAIR
PROCEDURES.
2. THE CONTRACTOR SHALL NOT REMOVE CONCRETE BELOW THE BRIDGE BEARINGS AT THE ABUTMENT
AND SHALL NOT REMOVE CONCRETE IN EXCESS OF 6 INCHES IN THE HORIZONTAL PLANE AT THE PIERS, UNLESS OTHERWISE DIRECTED BY THE GOVERNMENT TO DO SO. THE CONTRACTOR SHALL PROTECT
THE STEEL BENTS DURING CONCRETE REMOVAL AND REPAIRS.
3. THE CONTRACTOR SHALL ASSUME THE FOLLOWING QUANTITIES FOR THE TOTAL CONCRETE SPALL
REPAIR WORK WITH LOCATIONS AS NOTED ON S-002, S-003, AND S-004 - NOTE THE REBAR SHALL BE
CONSIDERED INCIDENTAL TO THE COST OF THE REPAIR:
1. TOTAL CONCRETE REMOVAL = 10.1 CU. FT.
2. TOTAL PLACED CONCRETE = 10.1 CU. FT.
NOTES:
1. PLACE CRACK SURFACE SEALER OVER CRACKS AND AROUND EACH INJECTION PORT
A MINIMUM 1" WIDE BY A 1/4" THICK.
2. ALLOW SUFFICIENT TIME FOR THE CRACK SURFACE SEALER TO SET BEFORE
INJECTING.
3. WHEN THE CRACK SURFACE SEALER HAS CURED, INJECT EPOXY INJECTION
ADHESIVE WITH STEADY PRESSURE FOLLOWING MANUFACTURER'S RECOMMENDATION.
NOTES:
1. #3 DOWEL BARS SHALL BE SPACED AT 12" MINIMUM SPACING IN EACH DIRECTION
WITH 12" EMBEDMENT INTO EXISTING CONCRETE. THE DOWEL BARS SHALL HAVE A
90 DEGREE HOOK.
2. DEPTH OF CONCRETE REPAIR SHALL BE BASED ON THE GREATER OF:
1. DEPTH TO SOUND CONCRETE.
2. DEPTH BEHIND REBAR AS REQUIRED BY SPECIFICATION 03 01 00
REHABILITATION OF CONCRETE FOR CONCRETE SPALL REPAIR
PROCEDURES.
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J U
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| KA_G-001 |
| KA_G-002 |
| KA_G-003 |
| KA_S-001 |
| KA_S-002 |
| KA_S-003 |
| KA_S-004 |
| KA_RS-700 |
| KA_RS-701 |
| KA_RS-702 |
| KA_RS-703 |
File details come from the government source that posted it. Updated .