A.03.09_FINAL PLANS.pdf
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- Attached to
- Mills Dam Tainter Gate Painting
- Solicitation number
- W9127S20R0011
About this file
This document outlines a federal contract opportunity for the Mills Dam Tainter Gate Painting project. The U.S. Army Corps of Engineers Engineering District Little Rock is seeking qualified firms to perform blast cleaning, painting, and anode replacement of Tainter gates at Mills Dam. Additional work may include repairing or replacing specific steel components, as well as miscellaneous grinding and welding on steel components. Incidental related work is also required. The solicitation number for this opportunity is W9127S20R0011.
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PROJECT LOCATION
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
VOLUME #
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700 W. CAPITOL
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Poplar Bluff
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Springfield
MISSISSIPPITEXAS
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DAVID D TERRY
Ft. Smith
WAPPAPELLO
W9127S20R0011
JUNE 2020
WILBUR D. MILLS DAM, POOL NO. 2
McCLEALLAN-KERR ARKASAS RIVER NAIGATION SYSTEM
ARKANSAS COUNTY, ARKANSAS
TAINTER GATE PAINTING
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BLAST CLEANING AND PAINTING.
SHALL BE COORDINATED AND PERFORMED PRIOR TO
SIDE SEAL REMOVAL, WELDING, OR DRILLING HOLES,
THE CLEANING AND PAINTING PROCESS, SUCH AS
INCIDENTAL WORK THAT COULD BE DETRIMENTAL TO 3.
GOVERNMENT
THE CONTRACTOR AT NO EXPENSE TO THE
PERFORMED SHALL BE REPAIRED OR REPLACED BY
OR COMPONENTS RESULTING FROM THE WORK
STRUCTURES, MATERIALS, CONCRETE, MACHINERY
BLAST MEDIA EXPOSURE. DAMAGE TO ADJACENT
PARTICULARLY SUSCEPTIBLE TO DAMAGE DUE TO
MACHINERY, GEARS, AND CABLES ARE
BLAST MEDIA, PAINT OVERSPRAY, ETC. THE GATE
PAINTED SHALL BE COMPLETELY PROTECTED FROM
NOT DESIGNATED TO BE BLAST CLEANED AND
PARTS (SIDE ROLLERS), AND ANY OTHER SURFACES
ALL EXPOSED GEARS, SEALS, CONCRETE, MOVING 2.
BLAST CLEANED AND PAINTED.
BEAM, AND EXPOSED SIDE SEAL PLATE SHALL BE
1, WITH THE EXPOSED FLANGE OF BOTTOM SEAL
THE BOTTOM GIRDER EXTENSION ON TAINTER GATE
TRUNNIONS, TRUNNION BLOCKS, HITCH BLOCKS, AND
PLATE RIBS, GIRDERS, BRACES, STRUT ARMS,
PLATE (UPSTREAM AND DOWNSTREAM FACES), SKIN
TAINTER GATE COMPONENTS INCLUDING THE SKIN 1.
PAINTING NOTESC.
SPECIFICATION 01 14 00.0046.
NECESSARY GATE OPERATION IN ACCORDANCE WITH
WITH THE COR, PROVIDING ADVANCE NOTICE OF
SHALL COORDINATE OPERATION OF THESE ITEMS
PERFORMED BY THE GOVERNMENT. CONTRACTOR
OPERATION OF THE TAINTER GATES SHALL BE 7.
WITH APPROVED MATERIALS.
IS NOT AFFECTED. ALL HOLES SHALL BE PATCHED
EXISTING EMBEDDED CONCRETE REINFORCEMENT
PART OF THE DAM SHALL BE PERMITTED ONLY IF
CONNECTION TO THE SPILLWAY, OR ANY OTHER
CONNECTIONS, AND HANDRAIL. WORK PLATFORM
PLATFORM(S), INCLUDING SUPPORT MEMBERS,
APPROVAL DESIGN AND LAYOUT OF WORK
CONTRACTOR SHALL SUBMIT FOR GOVERNMENT 6.
GOVERNMENT.
THE CONTRACTOR AT NO EXPENSE TO THE
PERFORMED SHALL BE REPAIRED OR REPLACED BY
OR COMPONENTS RESULTING FROM THE WORK
STRUCTURES, MATERIALS, CONCRETE, MACHINERY
BLAST MEDIA EXPOSURE. DAMAGE TO ADJACENT
PARTICULARLY SUSCEPTIBLE TO DAMAGE DUE TO
MACHINERY, GEARS, AND CABLES ARE
MEDIA, PAINT OVERSPRAY, ETC. THE GATE
SHALL BE COMPLETELY PROTECTED FROM BLAST
DESIGNATED TO BE BLAST CLEANED AND PAINTED
PARTS, AND ANY OTHER SURFACES NOT
ALL EXPOSED GEARS, SEALS, CONCRETE, MOVING 5.
THROUGH THE COR.
ALL REQUESTS FOR ADDITIONAL DRAWINGS
DOCUMENTS ARE AVAILABLE AT LOCK NO. 2. ROUTE
THE STRUCTURE. ADDITIONAL CONTRACT
REFERENCE TO PROVIDE BASIC INFORMATION ON
CONSTRUCTION DRAWINGS ARE INCLUDED FOR
SELECTED DRAWINGS TAKEN FROM THE ORIGINAL 4.
BE ASSIGNED BY THE CONTRACTING OFFICER.
CONTRACTOR’S WORK AND STORAGE AREAS WILL3.
ALL DIMENSIONS SHALL BE FIELD VERIFIED.2.
USC AND G.S. GENERAL ADJUSTMENT).
ALL ELEVATIONS REFER TO MEAN SEA LEVEL (1929 1.
GENERAL NOTESB.
THESE DRAWINGS.
SPECIFIC ITEMS ON THE TAINTER GATES IN ACCORDANCE WITH
WHEN DIRECTED BY THE COR, THE CONTRACTOR SHALL REPAIR 2.
THESE DRAWINGS.
METAL SURFACES OF THE TAINTER GATES AS IDENTIFIED ON
BLAST CLEAN AND PAINT ALL EXPOSED 1.
STATEMENT OF WORKA.
GENERAL NOTES
STOPLOG IS ENGAGED IN THE STOPLOG SLOT.
PRESENT ON THE EFFECTED PIER CAPS UNTIL THE
AT A TIME. NO PERSONNEL ARE ALLOWED TO BE
STOPLOG LIFTING BEAM, IN NO MORE THAN 2 GATES
STOPLOGS WILL BE PLACED USING THE FURNISHED 3.
GOVERNMENT.
EQUIPMENT WILL BE REPAIRED AT NO COST TO THE
DAMAGE TO THE GOVERNMENT FURNISHED
CONTRACTOR RETURNS THE EQUIPMENT. ANY
POSSESSION OF THE EQUIPMENT AND AFTER THE
INSPECTED PRIOR TO THE CONTRACTOR TAKING
GOVERNMENT FURNISHED EQUIPMENT WILL BE 2.
THE GOVERNMENT.WORK PLATFORM WILL BE FURNISHED BY
STOPLOG STOPLOGS, STOPLOG LIFTING BEAM, AND TOP-1.
STOP LOGSG.
SHALL BE TIGHTENED BY TURN-OF-THE-NUT METHOD.
THREADS PRIOR TO RE-INSTALLATION. STUD BOLTS
TEFLON POWDER SHALL BE APPLIED TO THE BOLT
40,000 POUNDS. MOLY DISULFIDE DRY POWDER OR
BLOCK SHALL BE PRELOADED TO NOT LESS THAN
EQUAL TENSION, EACH STUD BOLT ON THE HITCH
AFTER HOIST ROPES HAVE BEEN ADJUSTED FOR 6.
MULTIPLE ITERATIONS.
FURTHER ADJUSTED. THIS OPERATION MAY TAKE
WHICH THE TENSION SHALL BE RE-CHECKED AND
AND LOWERED TO 1 FOOT ABOVE THE SEAL. AFTER
THE GATE SHALL BE RAISED A MINIMUM OF 5 FEET 5.
RAISED ONE FOOT ABOVE THE SILL.
TENSIONS SHALL BE CHECKED WITH THE GATE
SHARE OF THE TOTAL GATE LOAD. HOIST ROPE
TOLERANCE OF NOT MORE THAT 2% OF ITS EQUAL
EACH HOIST ROPE SHALL BE TENSIONED TO A 4.
REFER TO SHEET RS-104.
SHALL BE MADE WITH NO LOAD ON THE HOIST ROPE,
ADJUSTMENT AT THE HOIST ROPE SOCKET BLOCK
AND SO THAT EACH STUD BOLT IS LOADED EQUALLY.
EXERTED UPON THEM WHEN THE GATE IS RAISED,
ADJACENT HOIST ROPES HAVE AN EQUAL LOAD
SHIMS, IN EACH GROUP OF FIVE SO THAT ALL FIVE
ADJUST THE HOIST ROPE SOCKET BLOCK, USING 3.
CONNECTING THE HOISTS.
COUPLINGS LOCATED ALONG THE DRIVE SHAFT
SIMULTANEOUSLY BY ADJUSTING THE EXISTING
BOTH DRUMS ENGAGE THE HOIST ROPES
ENSURE HOIST DRUMS ARE SYNCHRONIZED SO THAT 2.
OF THE COR.
TENSION LOAD INDICATOR IN THE PRESENCE
P1000, OR EQUAL, OR OTHER APPROVED CABLE
SHALL BE PERFORMED WITH A DYNA TENSION MODEL
ALL HOIST ROPE TENSIONING AND ADJUSTMENTS 1.
HOIST ROPE TENSIONINGF.
CAPTURE AND DISPOSE OF ALL GREASE DURING THIS PROCESS.
CONTINUOSLY THROUGH ONE COMPLETE CYCLE OF THE GATE.
GREASE EMERGES FROM THE TRUNNION PIN HOUSING
RAISING AND LOWERING THE TAINTER GATES UNTIL FRESH
OF THE COR, PUMP FRESH GREASE INTO THE LINES WHILE FULLY
GREASE LINES TO THE TRUNNION PIN HOUSING. IN THE PRESENCE
APPROVED EQUAL. AFTER FLUSHING, RE-CONNECT THE FLEXIBLE
AND FLUSHED WITH FRESH EP-1 GREASE BY SHELL, OR
LINES AT THE TRUNNION PIN HOUSING SHALL BE DISCONNECTED
ARE COMPLETED ON THE TAINTER GATES, THE FLEXIBLE GREASE
AFTER PAINTING AND ANY IDENTIFIED MISCELLANEOUS REPAIRS 1.
TRUNNION PIN GREASEE.
SPECIFICATIONS.
ACCORDANCE WITH THE DRAWINGS AND
CONTACT WITH THE EMBEDDED SIDE SEAL PLATE IN
THE RUBBER SIDE SEALS SHALL BE IN CONTINUOUS
WITH THE TAINTER GATE IN THE CLOSED POSITION, 3.
SIDE SEAL COMPONENTS.
SPECIFICATIONS. NO SPLICING PERMITTED OF THE
PAINTED IN ACCORDANCE WITH THE
ALL SIDE SEAL ASSEMBLY COMPONENTS SHALL BE
THE DRAWINGS AFTER PAINTING TAINTER GATES.
INSTALL SIDE SEAL ASSEMBLY IN ACCORDANCE WITH 2.
SHALL BE RETAINED FOR REINSTALLATION.
TAINTER GATE. EXISTING SIDE SEAL COMPONENTS
PRIOR TO BLAST CLEANING AND PAINTING OF
SEAL ANGLES, AND ALL BOLTS SHALL BE REMOVED
EXISTING RUBBER SIDE SEALS, CLAMP BARS, SIDE 1.
SIDE SEAL NOTESD.
GENERAL NOTES
SKIN PLATE
HITCH BLOCK
TRUNNION YOKE
TRUNNION
CONCRETE SPILLWAY OGEE
HOIST ROPES
BOTTOM PLATE GIRDER
MIDDLE PLATE GIRDER
TOP PLATE GIRDER
BEYOND
FACE OF CONCRETE PIER
GIRDER BRACING*
WT 6X22.5
BOTTOM PLATE GIRDERS
TYPICAL AT TOP, MIDDLE, AND
GIRDER STIFFENER PLATES*
INTERMEDIATE RIB (WT 8X22.5)*
TYPICAL AT 3 GIRDERS
GIRDER CONNECTION*
RIB (WT 8X22.5) TO
STRUT ARMS
(W14X53) TYPICAL
STRUT ARM BRACING
AT CENTER LINE
AT GATE 1 ONLY
8" PIPE BRACING
(NOT TO BE PAINTED)
TRUNNION BLOCK
(SEE RS-113 FOR DIMENSIONS)
OF BOTTOM GIRDER
AT GATE 1 ONLY FULL LENGTH
BOTTOM PLATE GIRDER EXTENSION
WT6 x 22.5
EACH VERTICAL
LOCATED AT
AT GATE 1 ONLY
8" PIPE BRACING
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SCALE: 3/8" = 1'-0"
TAINTER GATE KEY SECTION
T A
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SHEET KEYNOTES
WITH A3/S-502
PAINTING. RE-INSTALL SIDE SEALS AFTER GATE PAINTING IN ACCORDANCE
REMOVE SIDE SEALS BEFORE BLASTING AND 3
REPLACE ANODES ON TAINTER GATE, SEE S-7012
REAM DRAIN HOLES TO 2" DIAMETER AND GRIND SMOOTH1
5. SEE S-701 FOR ANODE ARRANGMENT
4. SEE RS-108 FOR DIMENSIONS.
* INTERMEDIATE RIB SECTION REPAIR - A9/S-501
* RIB TO GIRDER CONNECTION REPAIR - D4/S-501
* REPLACE GIRDER STIFFENER PLATE - A5/S-501
* REPLACE WT 6X22.5 - D4/S-502
THE DETAILS INDICATED BELOW:
CONTRACTING OFFICER AND SHALL BE PERFORMED IN ACCORDANCE WITH
REPAIR/REPLACEMENT. REPAIR/REPLACEMENT WILL BE IDENTIFIED BY THE
COMPONENTS DENOTED WITH AN ASTERICK (*) MAY REQUIRE 3.
YOKES
PAINTED FROM FACE OF THE SKIN PLATE TO THE BACK OF THE TRUNNION
ALL COMPONENTS OF THE TAINTER GATE SHALL BE BLAST CLEANED AND 2.
NOT ALL ITEMS OF WORK ARE INDICATED ON THIS SHEET
USED IN CONJUNCTION WITH THE DRAWINGS AND REFERENCE DRAWINGS.
TO THE APPLICABLE WORK ITEMS IN THE CONTRACT. THIS SHEET SHALL BE
COMPONENT TERMINOLOGY AND FOR USE AS A KEY
THIS SHEET IS PROVIDED TO CLARIFY TAINTER GATE 1.
GENERAL NOTES
D4
S-501
A9
S-501
A5
S-501
D4
S-502
D4
S-501
A5
S-501
DRAIN HOLES
EXISTING 1/2"
PLATE
SKIN
SKIN PLATE RIB
SIDE SEAL
ON GATE 1
8" PIPE ONLY
GATE 1
8" PIPE ONLY ON
STRUT ARM TRUNNION
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SCALE: 3/8" = 1'-0" SCALE: 3/8 = 1'-0"
TAINTER GATE - PARTIAL PLAN TAINTER GATE - PARTIAL DOWNSTREAM ELEVATION
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SKIN PLATE
EXISTING
EXISTING WT8 x 22.5
OF GIRDER WEB
PLATES EACH SIDE
EXISTING STIFFENER
/8
-8 /1
/1
EXISTING SKIN PLATE
PL 1/2 x 6 x 0'-10"
REMOVE EXISTING
FROM EXISTING WT 8 x 22.5 RIB
REMOVE FLANGE AND FILLET
EXISTING PLATE GIRDER
STEM (FLANGE REMOVED)
EXISTING WT8 x 22.5
SKIN PLATE
EXISTING
WT8 x 22.5 RIB
CENTER OF EXISTING
/2
/2
PL 3/8 x 4
SMOOTH
EXISTING STEM
GRIND ACCESS IN
WT 8 x 22.5
EXISTING RIB
PL 3/4 x 7
A S R
E Q 'D
SKIN PLATE
EXISTING
FROM EXISTING WT 8 x 22.5 RIB
REMOVE FLANGE AND FILLET
WT 8 x 22.5
EXISTING RIB
PL 3/4 X 7
GRIND EXISTING WELDS SMOOTH
REMOVE EXISTING AND
PL 9/16 x 9 x 6'-0"
EXISTING PLATE GIRDER
PL 3/8 x 4
NEW
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3 SIDES
1/4
2"
R
A5
REPLACE GIRDER STIFFENER PLATE
SCALE: 1" = 1'-0"
REMOVE EXISTING WELDS AT BRACING AND REPLACE TO MATCH.
WT 6 x 22.5 BRACING NOT SHOWN FOR CLARITY. NOTE:
SEAL
3 SIDES
1/4
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D4
RIB TO GILDER CONNECTION REPAIR
SCALE: 11/2" = 1'-0"
A-A
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SCALE: 1 1/2" = 1'-0"
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CONNECTION DETAIL CONNECTION DETAIL
CJP
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S-501
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B-B
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EXISTING WT6 x 22.5
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WT6 x 22.5
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WORK POINT
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EXISTING STIFFENER
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1 1/2"
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THE GATE IN CLOSED POSITION
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PRE-DEFLECT RUBBER J-BULB SEAL
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STEEL 5/8" BOLT
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CONTRACTOR TO VERIFY
R= 36'-0" INSIDE FACE OF SKIN PLATE
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CURVED 2 1/2" x 1/16" NEOPRENE GASKET
CURVED STEEL BAR 2 1/2 x 7/16" x CONTINUOUS
CURVED STEEL BAR 2 1/2 x 1/2" x CONTINUOUS
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3 1/2" x 1/16" NEOPRENE GASKET
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DIMENSIONS OF ANODES
4. CONTRACTOR SHALL FIELD VERIFY LOCATION, BOLT PATTERN, AND
ALL ANODES SHALL BE REPLACED AS SHOWN3.
THE CONTRACTOR SHALL PROTECT BOLTS AND STUDS DURING BLASTING 2.
SURFACE SHALL BE PREPARED AND PAINTED.
BEFORE ANODES ARE ATTACHED TO THE GATE THE EXISTING GATE 1.
GENERAL NOTES
D S -7
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FINAL DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:14:47 AM 6/8/2020
...\2019_02D001\30500 - Construction E&D\30DA0 - Plans & Specs\CAD_BIM\_Sheets\2019_02D001_RS-105.dgn
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FINAL DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:15:17 AM 6/8/2020
...\2019_02D001\30500 - Construction E&D\30DA0 - Plans & Specs\CAD_BIM\_Sheets\2019_02D001_RS-106.dgn
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FINAL DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:15:48 AM 6/8/2020
...\2019_02D001\30500 - Construction E&D\30DA0 - Plans & Specs\CAD_BIM\_Sheets\2019_02D001_RS-107.dgn
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...\2019_02D001\30500 - Construction E&D\30DA0 - Plans & Specs\CAD_BIM\_Sheets\2019_02D001_RS-108.dgn
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ARE INDICATED BY A CLOUD.
1. ITEMS/AREAS TO WORK REQUIRED BY THIS CONTRACT
NOTES:
SEE A3 S-S02 FOR LAYOUT
FOR DIMENSION REFERENCE ONLY
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FINAL DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:17:24 AM 6/8/2020
...\2019_02D001\30500 - Construction E&D\30DA0 - Plans & Specs\CAD_BIM\_Sheets\2019_02D001_RS-109.dgn
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FINAL DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:17:53 AM 6/8/2020
...\2019_02D001\30500 - Construction E&D\30DA0 - Plans & Specs\CAD_BIM\_Sheets\2019_02D001_RS-110.dgn
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FINAL DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:18:24 AM 6/8/2020
...\2019_02D001\30500 - Construction E&D\30DA0 - Plans & Specs\CAD_BIM\_Sheets\2019_02D001_RS-111.dgn
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FINAL DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:18:54 AM 6/8/2020
...\2019_02D001\30500 - Construction E&D\30DA0 - Plans & Specs\CAD_BIM\_Sheets\2019_02D001_RS-112.dgn
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FINAL DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg
11:19:23 AM 6/8/2020
...\2019_02D001\30500 - Construction E&D\30DA0 - Plans & Specs\CAD_BIM\_Sheets\2019_02D001_RS-113.dgn
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C .H
IL
L
RS-113
N
B A
R N
E R
C .B
A K
B
A L L
R E
D
G A
T E B
O T
T O
M G
IR
D E
R E
X T
E N
S
| AEC_G-001 |
| 2019_02D001_G-002 |
| 2019_02D001_S-101 |
| 2019_02D001_S-102 |
| 2019_02D001_S-501 |
| 2019_02D001_S-502 |
| 2019_02D001_S-503 |
| 2019_02D001_S-701 |
| 2019_02D001_RS-101 |
| 2019_02D001_RS-102 |
| 2019_02D001_RS-103 |
| 2019_02D001_RS-104 |
| 2019_02D001_RS-105 |
| 2019_02D001_RS-106 |
| 2019_02D001_RS-107 |
| 2019_02D001_RS-108 |
| 2019_02D001_RS-109 |
| 2019_02D001_RS-110 |
| 2019_02D001_RS-111 |
| 2019_02D001_RS-112 |
| 2019_02D001_RS-113 |
File details come from the government source that posted it. Updated .