20R0028_Plans.pdf
PDF 31 MB Posted
- Attached to
- DWA Monolith 16/17
- Solicitation number
- W912EF20R0028
About this file
This document provides details on a federal contract opportunity for repair work on the Dworshak Monolith Joint 16/17. The solicitation number for this opportunity is W912EF20R0028 and is being issued by the Department of the Army Corps of Engineers Engineering District Walla Walla. The opportunity is for repair of the Dworshak Monolith and responses are being solicited for the work. The document includes a file with plans related to the repair project but no other specifics on pricing, response dates, or other contractual requirements are listed.
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A N
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
W A
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E N 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.
of Engineers
US Army Corps
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M A
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MAY 2020
FINAL
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MONOLITH JOINT 16/17 REPAIR
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ACCESS ROAD
POWERHOUSE
IS AT ELEVATION 946 OR ABOVE.
WITH TOP OF BAGS AT ELEVATION 950. EXISTING GROUND
CONSTRUCT EACH ROW OF SAND BAGS 3 BAGS WIDE,
CONTRACTOR SUPPLIED AND INSTALLED SAND BAGS.
WATER SUPPLY LOCATION
ELEV. 1360. CLEARWATER HATCHERY
DAM ENTRANCE TO MONOLITH 14
CONTRACTOR STAGING AREA
ACCESS ROAD
LEFT ABUTMENT
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16 15 14 13 12 11 10 9 8 7
4 3 2 1
181920
21222324252627282930313233343536373839
A1
SCALE: 1" = 100' 100' 200'0
PLAN: DAM AND STAGING AREA
P
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D W
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-4 /1
KEEP ONE LANE OF TRAFFICE OPEN AT ALL TIMES.
ADDITIONAL STAGING AREA IS AVAILABLE ON THE ROADWAY DECK OF THE DAM.1.
NOTES:
GRID NORTH
CONSTRUCTION (CBL)
G R
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N
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SCALE: 1" = 20' 20' 40'0
PLAN: INSTRUMENTATION AT MONOLITHS 14-19
P L
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P164
P165
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P184
P183
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P184
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E L E
V G
A L L E
R Y
ELEV. 1384.38 GALLERYELEV. 1260 GALLERY
E L E
V G
A L L E
R Y
LEGEND:
PIEZOMETER READOUT LOCATION
PIEZOMETER INFLUENCE LOCATION
JOINT OR CRACK METER
FLOW METER
INSTRUMENTS CONTRACTOR REQUIRED TO MONITOR
PIEZOMETER READOUT LOCATION
PIEZOMETER INFLUENCE LOCATION
INSTRUMENTS SHOWN FOR CONTRACTOR AWARENESS
ON THIS SHEET.
CONTRACT SPECIFICATIONS FOR THE INSTRUMENTS AS SHOWN
MONITOR AND REPORT READING VALUES IN ACCORDANCE WITH THE 2.
PIEZOMETER INFLUENCE LOCATIONS ARE APPROXIMATE.1.
NOTES:
O
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/0
4/
4'-0"2'-0"3'-0"4'-0"5'-0"2'-0"4'-6"
30°
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C-301
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F6
SCALE: 1" = 5' 0 5' 10'
PLAN: MONOLITH 16/17 JOINT DRAIN
A6
SCALE: 1" = 5' 0 5' 10'
SECTION: MONOLITH 16/17 JOINT DRAIN
A1
SECTION AT N 48+40, MONOLITH 16/17 JOINT
M O
N O
L
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H
/1
J
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P L
A N A
N D S
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N
SCALE: NTS
W Y
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W E
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'-0
R
'-0
R
'-0
R
MONOLITH 17
MONOLITH 16
MONOLITH JOINT
GALLERY WATERSTOP
GALLERY
DRAINAGE AND GROUTING
DRAIN HOLE
8'' UPPER
COPPER WATERSTOP
WATERSTOP
URETHANE
JOINT DRAIN HOLES
8'' DIA. FORMED MONOLITH
COPPER GALERY WATERSTOP
STANDPIPE
STEEL PIPE
3 1/2'' I.D.
WELDED PIPE
8 5/8'' O.D. SPIRAL
JOINT DRAINS
8'' DIA. FORMED
OF DAM
UPSTREAM FACE
SEE NOTE 2
6'' DIA. DRILL HOLE
APPROX.
ELEV. 1230
INVERT ELEV. 1254.5
IN 2019
WATERSTOP INSTALLED
8'' DIA. URETHANE
C B
L
GALLERY
DRAINAGE AND GROUTING
ELEV. 1613
FOUNDATION RELIEF DRAIN
NX (APPROX. 3-INCH DIAMETER)
LEGEND:
NOTE 2.
DURING PREVIOUS REPAIRS. SEE
BACKFILLED WITH CEMENT GROUT
DURING PREVIOUS REPAIRS. SEE NOTE 3.
BACKFILLED WITH URETHANE CYLINDERS
IN 2019.
CONSISTING OF URETHANE CYLINDERS WAS INSTALLED
JOINT DRAIN HOLE IN 2010. THE UPSTREAM MOST WATERSTOP
URETHANE CYLINDERS WERE INSTALLED IN THE UPSTREAM3.
CEMENT GROUT.
THE MONOLITH JOINT AND ARE BACKFILLED WITH
GROUTING. THE 6'' HOLES WERE DRILLED STRADDLING
REPAIRS PERFORMED DURING THE 1998 FOUNDATION
THE 6'' DRILL HOLES ARE PART OF WATERSTOP2.
STAIRS AND RAILINGS NOT SHOWN FOR CLARITY.1.
NOTES:
FOUNDATION ROCK
A6
A6
O
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C O
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AF
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/0
4/
JOINT DRAIN
DOWNSTREAM 8''
COPPER GALLERY WATERSTOP
GALLERY
DRAINAGE AND GROUTING
EXISTING PVC PIPING
CONTRACTOR TO REMOVE
FOUNDATION RELIEF DRAIN
JOINT DRAIN
UPSTREAM 8''
SEE NOTE 2
ROADWAY DECK
SET PACKER FROM
SEE NOTE 3.
THE LOWER PACKER.
MAY BE NECESSARY TO PLACE
SOME REMOVAL OF CONCRETE
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SCALE: 1/2" = 1' 0 2' 4'1'
PACKER LOCATIONS IN MONOLITHS 16 AND 17
P A
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D W
D -1 -1
-4 /1
LEGEND:
PACKER
PIPE
VALVE
PRESSURE GAUGE
PRE-CONSTRUCTION CONDITIONS.
ALL CONCRETE REMOVED SHALL BE REPLACED AND RECONSTRUCTED TO6.
ASSOCIATED HARDWARE.
CONTRACTOR TO FURNISH, INSTALL, AND OPERATE ALL PACKERS AND5.
DETAILS.
THE COMPLETION OF WORK. REFER TO INFORMATION ONLY SHEETS FOR
REQUIRED TO REMOVE THESE ITEMS AS NECESSARY AND REPLACE UPON
STAIRS, RAILINGS, AND SPLASH DEFLECTORS NOT SHOWN. CONTRACTOR 4.
A STEEL BULKHEAD CAN BE USED INSTEAD OF A PACKER IN THIS LOCATION.3.
OF THE DRAIN.
SET THIS PACKER SO THAT IT SEALS INTO THE STEEL LINED PORTION2.
DOWNSTREAM JOINT DRAIN WITH A BOREHOLE CAMERA.
PRIOR TO SETTING ANY OF THESE PACKERS, EXAMINE THE ENTIRE1.
NOTES:
O
FF
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C O
PY
D R
AF
T
/0
4/
N 48+40
16/17 JOINT
COPPER WATERSTOP
URETHANE WATERSTOP
VERTICAL JOINT DRAIN
CONSTRUCTION BASE LINE (CBL)
UPSTREAM FACE OF DAM
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...\Engineering-Design\DWA\DW405486\Designs\Sheets\DW405486C-502XXX.dgn
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EL. 1272.5EL. 1235.0
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J3
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J5
J6
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J8
J9
J10
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EL. 1247.5EL. 1222.5
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SCALE: 1" = 5'
N O
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PLAN: MONOLITH 16/17 GROUTING
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LEGEND:
GROUT HOLE - JOINT
GROUT HOLE - FOUNDATION
MONOLITH IDENTIFICATION
APPROX. DRILL COLLAR LOCATIONAPPROX. DRILL COLLAR LOCATION
FOUNDATION RELIEF DRAIN
FOR DETAILS.
TO BE INSTALLED PRIOR TO DRILLING AND GROUTING. SEE SPECIFICATIONS
ALL FOUNDATION RELIEF DRAINS IN MONOLITHS 16 AND 17 REQUIRE PACKERS 2.
SEE SHEET C-601 FOR A TABLE OF DRILL HOLE LOCATIONS AND ORIENTATIONS.1.
NOTES:
F2F1
F3 F4 F5
F6
F7
A7
C-503
A1
C-503
O
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D R
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SHAFT
OUTLINE OF ELEVATOR
COPPER WATERSTOP
DOWNSTREAM JOINT DRAIN
PIPING
EMBEDDED GUTTER
ELEV. 1260
ELEV. 1247.5
ELEV. 1222.5
ELEV. 1260 GALLERY
ELEV. 1235
ELEV. 1247.5
ELEV. 1222.5
OF DAM
UPSTREAM FACE
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SCALE: 1/8" = 1' 0 8'4' 16' A7
SCALE: 1/8" = 1' 0 8'4' 16'C-502
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LEGEND:
GROUT HOLE - JOINT
GROUT HOLE - FOUNDATION
MONOLITH IDENTIFICATION
SEE SHEET C-601 FOR A TABLE OF DRILL HOLE LOCATIONS AND ORIENTATIONS.1.
NOTES:
F6
F1
F7
F2
F5
F4
F3
F9
F8
F
F
F
F2
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F5
F4
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...\Engineering-Design\DWA\DW405486\Designs\Sheets\DW405486C-601XXX.dgn
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TABLE: GROUT HOLE LOCATIONS
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17 16
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90°
180°
270°
CBL NORTH 0°
0°
THE DATUM REFERENCED FOR ELEVATIONS IS NGVD29.3.
MAXIMUM PRESSURE VALUES ARE NOT VALID FOR ANY FOREBAY ELEVATIONS ABOVE 1520.
WHEN THIS CONSTRUCTION WORK WILL BE PERFORMED. SPECIFIED THRESHOLD AND
THE GOVERNMENT IS TARGETING A FOREBAY LEVEL AT OR BELOW ELEVATION 1520 FOR2.
PROCEDURES. MAXIMUM SPECIFIED PRESSURES ARE NOT TO BE EXCEEDED.
THRESHOLD PRESSURES FOR FOUNDATION DRAIN PACKERS, AND DISTRESS REPORTING
REGARDING GROUTING PRESSURES, THRESHOLD PRESSURES FOR INSTRUMENTATION,
REFER TO THE TECHNICAL SPECIFICATION SECTION 31 32 23.00 28 FOR INFORMATION1.
NOTES:
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MONOLITH NUMBER
LEGEND
GROUT WASTE WATER
DIVERSION ROUTE
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| DW405486G-001XXX |
| DW405486G-002XXX |
| DW405486C-101XXX |
| DW405486C-102XXX |
| DW405486C-301XXX |
| DW405486C-501XXX |
| DW405486C-502XXX |
| DW405486C-503XXX |
| DW405486C-601XXX |
| DW405486C-901XXX |
| DW405486R-001XXX |
| DW405486R-002XXX |
| DW405486R-003XXX |
| DW405486R-004XXX |
| DW405486R-005XXX |
| DW405486R-006XXX |
| DW405486R-007XXX |
| DW405486R-008XXX |
| DW405486R-009XXX |
| DW405486R-010XXX |
| DW405486R-011XXX |
| DW405486R-012XXX |
| DW405486R-013XXX |
| DW405486R-014XXX |
| DW405486R-015XXX |
| DW405486R-016XXX |
| DW405486R-017XXX |
| DW405486R-018XXX |
| DW405486R-019XXX |
| DW405486R-020XXX |
| DW405486R-021XXX |
| DW405486R-022XXX |
| DW405486R-023XXX |
| DW405486R-024XXX |
File details come from the government source that posted it. Updated .