W912EF20B0004_Plans.pdf
PDF 13 MB Posted
- Attached to
- Little Goose Navigation Lock Leak Repair
- Solicitation number
- W912EF20B0004
About this file
This is a solicitation for a navigation lock leak repair project at the Little Goose Dam located near Dayton, Washington. The scope of work includes removing approximately eight inches of concrete section underwater to facilitate drilling a six inch hole approximately 142 feet through the dam structure and installing a waterstop. Additional work includes installing joint and crack sealant underwater along existing cracks and installing covers over the waterstop and access slot. The work window is scheduled for March 7 through 29, 2020 during the navigation lock outage. Performance and payment bonds are required. The estimated value is between $1,000,000 to $5,000,000. The apparent low bidder must provide documentation within 24 hours of request to demonstrate experience with down-hole hammer drilling to depths over 100 feet in concrete and underwater/marine environment concrete demolition, crack repair, and surface sealing on two projects in the last six years similar in size and scope to this solicitation.
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N. 5000
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CENTRAL
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Camas Prairie Railroad
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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G-001 project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Walla Walla District of the U.S. Army Corps of Engineers.
SUBMITTED BY:
SUBMITTED BY:
APPROVED BY:
WALLA WALLA DISTRICT
CHIEF OF DESIGN BRANCH
MARCUS PALMER, P.E.
WALLA WALLA DISTRICT
CHIEF OF ENGINEERING & CONST DIV.
DWAYNE WESTON, P.E.
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S of Engineers
US Army Corps
WALLA WALLA DISTRICT
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W912EF20B0004
N O
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M B
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NOVEMBER 2019
FINAL
WALLA WALLA DISTRICT
CHIEF OF GEOTECHNICAL DESIGN SECTION
MAUNG MYAT, P.E.
A K R
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LEAK REPAIRS
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NAVIGATION LOCK
SNAKE RIVER, OREGON, WASHINGTON AND IDAHO
LITTLE GOOSE LOCK AND DAM
G4ECDDAF
Text Box
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4 2
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DECK ELEV. 646
DECK ELEV. 651
DECK ELEV. 642.5
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DECK ELEV. 558
GATE
UPSTREAM
BASCULE BRIDGE
CHAMBER WALL ARMOR
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SCALE: 1" = 50' 50' 100'0
NORTH
PLAN
T R
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PLAN: NAVIGATION LOCK
A1
SCALE: 1" = 50' 50' 100'0
SECTION: NAVIGATION LOCK
G
N -1 -0 -1 /1
ELEV. 617
ELEV. 638
B2
C-101
A1
8'-0"
8"
NEW 6'' DIAMETER DRILL HOLE AND WATERSTOP
AT SILL/WALL INTERFACE
CONSTRUCT SURFACE SEALANT
LOCATION OF CRACKS IS APPROXIMATE.
CONSTRUCT SURFACE SEALANT ON CRACKS.
BULKHEAD SLOT
SEALANT
SILL/WALL SURFACE
SEALANT
CRACK SURFACE
CHAMBER WALL DEMOLITION
DOWNSTREAM TO THE GATE
EXTEND SURFACE SEALANT TO THE NEW WATERSTOP
EXTEND SURFACE SEALANT UPSTREAM
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G-101
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N -1 -4 -4 /1
A1
SCALE: 3/4" = 1' 2'0 1' 4'
DETAIL: NEW WATERSTOP LOCATION
P A
R A
P E
T W
A L L
SILL
UPPER
DECK ELEV. 651.0 DECK ELEV. 651.0
ELEV. 617.0
THE VICINITY SHOWN ON TOP OF THE UPPER SILL.
UNTIL THE CONTRACTOR BEGINS CONSTRUCTION. SEAL ALL CRACKS IN
ARE APPROXIMATED. THE PRECISE LOCATION CANNOT BE DETERMINED
THE LOCATIONS AND EXTENT OF THE CRACKS ON TOP OF THE SILL3.
THE WATERSTOP, CHAMBER WALL DEMOLITION, AND SURFACE SEALANTS.
SEE SHEETS C-301 AND C-501 FOR ADDITIONAL INFORMATION ON CONSTRUCTING2.
KEEP ROADWAY OPEN AT ALL TIMES.
BASCULE BRIDGE NOT SHOWN FOR CLARITY. DURING CONSTRUCTION1.
NOTES:
A1
A1
C-301
C7
C-301
E2
C-501
SILL/WALL JOINT
SURFACE SEAL,
2/4 JOINT
SURFACE SEAL,
SLOT
BULKHEAD
ELEV. 651.0, DECK
MONOLITH 2/UPPER SILL JOINT
NEW WATERSTOP CENTERED ON
MONOLITH 2/4 JOINT
SEE NOTES
PARAPET WALL,
CRACK
WATERSTOP WORK IS COMPLETE.
INSTALL ACCESS SLOT COVER AFTER
CHAMBER WALL DEMOLITION.
NEW WATERSTOP
2/4 JOINT SURFACE SEAL
ELEV. 644, TOP OF
ARMOR
CHAMBER WALL
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SCALE: 1" = 10' 10' 20'0
SECTION: UPPER SILL, NORTH SIDE LOOKING NORTH
C7
SCALE: 1/4" = 1' 0 4' 8'2'
SECTION: NEW WATERSTOP AT SILL/MONOLITH 2 JOINT
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ELEV. 617.0, TOP OF SILL
SILL
UPPER
ELEV. 638, NORMAL WATER SURFACE
ELEV. 638
RESERVOIR WATER LEVEL WILL BE AT OR NEAR THE ELEVATION SHOWN DURING CONSTRUCTION.6.
ARMOR ON TOP OF ACCESS SLOT COVER IS NOT REQUIRED.
BE CUT AND REPLACED WITH THE ACCESS SLOT COVER. REINSTALLATION OF CHAMBER WALL
SEE RESOURCE SHEETS FOR CHAMBER WALL ARMOR DETAILS. CHAMBER WALL ARMOR IS TO 5.
MEETING THE REQUIREMENTS OF ASTM C94.
ASTM A615/A615M. NEW CONCRETE SHALL BE AIR ENTRAINED, 4,000 PSI COMPRESSIVE STRENGTH, BE 1'-3'' FOR #6 BAR AND 1'-10'' FOR #9 BAR. ALL NEW BAR SHALL MEET THE REQUIREMENTS OF
WITH AN EPOXY ADHESIVE ANCHOR SYSTEM. FOR THE ANCHOR SYSTEM, EMBEDMENT DEPTH SHALL
FOR EXISTING WALL DIMENSIONS AND REINFORCEMENT. ANCHOR THE NEW WALL TO THE DECK
SAME DIMENSIONS AND REINFORCEMENT AS THE EXISTING WALL. SEE RESOURCE SHEETS
ACCESS FOR THE DRILL RIG. REPLACE ANY REMOVED WALL WITH NEW CONCRETE WALL OF THE
TO OCCUR. CONTRACTOR IS ALLOWED TO REMOVE UP TO 10-FEET OF PARAPET WALL TO ALLOW
THE PARAPET WALL MAY HAVE TO BE CUT OR TEMPORARILY REMOVED TO ALLOW THIS WORK 4.
THAN THOSE SHOWN.
GOVERMENT APPROVAL, AN ACCESS SLOT (AND ASSOCIATED COVER) OF DIFFERENT DIMENSIONS
WATERSTOP CAN BE CENTERED ON THE MONOLITH JOINT. CONTRACTOR MAY SUBMIT, FOR
THE CHAMBER WALL DEMOLITION IS NECESSARY TO CREATE AN ACCESS SLOT SO THAT THE NEW 3.
THE DEPTH SHOWN.
WITH ADEQUATE TOOLING AND MATERIALS FOR ANY DEPTHS WITHIN PLUS OR MINUS 10-FEET OF
THE NEW WATERSTOP SHALL EXTEND 5-FEET INTO BEDROCK. CONTRACTOR SHALL BE PREPARED 2.
WITH THIS WORK.
CYLINDERS. SEE SPECIFICATIONS FOR COMPLETE DETAILING OF ALL ACTIVITIES ASSOCIATED
CLEANING THE HOLE, GROUTING AND REDRILLING ANY VOIDS, AND INSTALLING WATERSTOP
CENTERED ON THE MONOLITH JOINT. NEW WATERSTOP WORK INCLUDES DRILLING THE HOLE,
WATERSTOP CYLINDERS. THE DRILL HOLE AND NEW WATERSTOP ARE REQUIRED TO BE
THE NEW WATERSTOP CONSISTS OF A 6-INCH DIAMETER DRILL HOLE FILLED WITH EXPANDING 1.
NOTES:
A2
C-501
SEE NOTE 1
ACCESS SLOT COVER BOLT
1"
1 1/2 " 1 1/2 "
7 1/2 "
SEE NOTE 2
WATERSTOP COVER ANCHOR
SEE NOTE 2
WATERSTOP COVER ANCHOR
12"
PLATE 1" X 12" X 7 1/2"
PLATE 1/2" X 4" X 7 1/2"
/2
" JOINT OR CRACK
THEN APPLY SEALANT
CLEAN SURFACE WITH BRUSH AND HIGH PRESSURE WATER,
WATERSTOP CYLINDERS
MONOLITH 2 WALL
THEN APPLY SEALANT
CLEAN SURFACE WITH BRUSH AND HIGH PRESSURE WATER,
SILL/WALL MONOLITH JOINT
SEE NOTE 3
WATERSTOP COVER,
1/4" SS PLATE
ACCESS SLOT COVER
SPACED EVERY 24"
ACCESS SLOT COVER BOLTS,
PER SECTION.
MAY INSTALL IN SECTIONS NO LESS THAN 10' LONG AND WITH AT LEAST 5 BOLTS
ACCESS SLOT COVER, EXTEND FROM WATERSTOP COVER TO TOP OF DECK.
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O N
N
R D A
V
E2
SCALE: NTS
DETAIL: COVER FOR WATERSTOP ACCESS SLOT
E7
A2
SCALE: NTS
DETAIL: WATERSTOP COVER
D E
T A
IL
S
C O
V E
R S A
N D S
E A
L A
N T
DETAIL: JOINT AND CRACK SURFACE SEALANT
A7
DETAIL: SILL-WALL SURFACE SEALANT
C-301
C7
C-101
A1
M O
N O
L
IT
H O
R W
A L L
1/8 2-12
2-43/16
WATERSTOP COVER IS 304L OR 316L STAINLESS.3.
MINIMUM 3 1/4" EFFECTIVE EMBEDMENT IN CRACKED CONCRETE.
MINIMUM DESIGN STRENGTH OF 3500 LB IN TENSION, 7600 LB IN SHEAR, WITH
WATERSTOP COVER ANCHORS ARE STAINLESS, 1/2" EXPANSION ANCHORS WITH 2.
HEAD, WITH DROP-IN ANCHOR WITH MINIMUM 2" EMBEDMENT.
ACCESS SLOT COVER BOLTS ARE STAINLESS, 1/2" DIAMETER WITH COUNTERSUNK 1.
NOTES:
TOP OF SILL
TOP OF SILL
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| LG463438cG-001XXX |
| LG463438cG-002XXX |
| LG463438cG-101XXX |
| LG463438cC-101XXX |
| LG463438cC-301XXX |
| LG463438cC-501XXX |
| LG463438cR-001XXX |
| LG463438cR-002XXX |
| LG463438cR-003XXX |
| LG463438cR-004XXX |
| LG463438cR-005XXX |
| LG463438cR-006XXX |
| LG463438cR-007XXX |
| LG463438cR-008XXX |
| LG463438cR-009XXX |
| LG463438cR-010XXX |
| LG463438cR-011XXX |
| 2019-11-12T13:10:10-0800 | |
| GILBERT.TROY.ALLEN.1161301813 |
| 2019-11-13T07:40:31-0800 | |
| FICHERA.DANIELLE.A.1177863110 |
| 2019-11-13T08:09:54-0800 | |
| PALMER.MARCUS.DAVID.1161674717 |
File details come from the government source that posted it. Updated .