Truman_Monolith_7-8_Waterstop_Repair_Drawings.pdf
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pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/Civil Works/Harry S. Truman/Monolith 7-8 Waterstop Repair/06.0 Engineering & Design/6.1 CADD Drawings/CAD_BIM/_Sheets/COVER SHEET
9:18:29 AM 3/8/2018 PD: AEC_pdf.pltcfg DS: AEC_Screen U4.dscript of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
KANSAS CITY DISTRICT
SEE COVER SHEET
S S
IV
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G-001
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VOLUME #
OSAGE RIVER
HARRY S. TRUMAN DAM AND RESERVOIR
MONOLITH 7/8 WATERSTOP REPAIR
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W912DQ-18-B-1007
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MARCH 2018
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RECORD DRAWINGS - FOR INFORMATION ONLY
RS700
RS701
RS702
RS703
RS704
RS705
RS706
RS707
RS708
RS700.DGN
RS701.DGN
RS702.DGN
RS703.DGN
RS704.DGN
RS705.DGN
RS706.DGN
RS707.DGN
RS708.DGN
0-12-1806
0-12-1864
0-12-1900
0-12-2022
0-12-2024
0-12-2025
0-12-2026
RS709
RS709.DGN
0-12-2028
RS710
RS710.DGN
0-12-2029
RS711
RS712
RS713
RS711.DGN
RS712.DGN
RS713.DGN
0-12-2016
0-12-2018
0-12-2019
RS714
RS714.DGN
0-12-2021
STRUCTURAL
SE001 SE001.DGN
SHEET NO. TITLE CADD FILE NO.
GENERAL
G-001
G-002
COVER SHEET
SHEET INDEX
G-001.DGN
G-002.DGN
FILE NO.
0-12-2030 RS715.DGN
0-12-2033
0-12-2036
0-12-2038
0-12-2051
0-12-2096
0-12-2098
RS716.DGN
RS717.DGN
RS718.DGN
RS719.DGN
RS720.DGN
RS721.DGN
0-12-2099 RS722.DGN
RS715
RS716
RS717
RS718
RS719
RS720
RS721
RS722
GALLERIES GENERAL LAYOUT
POWERHOUSE SUBSTRUCTURE GENERATOR MONOLITH TRANSVERSE SECTIONS & DETAILS-UNIT CL PIERS
PLAN OF EXISTING EMBANKMENT AND EXCAVATION
CONCRETE STRUCTURES UPSTREAM ELEVATIONS AND PLAN STAGE III AND FUTURE CONSTRUCTION
WATERSTOPS AND DRAIN DETAILS NON-OVERFLOW AND SPILLWAY
POWERHOUSE SUBSTRUCTURE STANDARD DETAILS
POWERHOUSE SUBSTRUCTURE GENERATOR MONOLITH PLAN EL. 594.0 - UNITS 3 & 4
POWERHOUSE SUBSTRUCTURE GENERATOR MONOLITH PLAN EL. 594 - UNITS 5 & 6
POWERHOUSE SUBSTRUCTURE GENERATOR MONOLITH PLAN EL. 611.0 - UNITS 3 & 4
POWERHOUSE SUBSTRUCTURE GENERATOR MONOLITH PLAN EL. 611.0 - UNITS 5 & 6
POWERHOUSE SUBSTRUCTURE GENERATOR MONOLITH PLAN EL. 630.0 - UNITS 3 & 4
POWERHOUSE SUBSTRUCTURE GENERATOR MONOLITH PLAN EL. 630.0 - UNITS 5 & 6
POWERHOUSE SUBSTRUCTURE GENERATOR MONOLITH PLAN EL. 658.0
POWERHOUSE SUBSTRUCTURE GENERATOR MONOLITH PLAN EL. 682.0 - UNITS 3 & 4
POWERHOUSE SUBSTRUCTURE GENERATOR MONOLITH PLAN EL. 682.0 - UNITS 5 & 6
POWERHOUSE SUBSTRUCTURE GENERATOR MONOLITH PLAN - INTAKE DECK & ROADWAY
POWERHOUSE SUBSTRUCTURE GENERATOR MONOLITH ELEVATION - LEFT POWERHOUSE WALL
POWERHOUSE SUBSTRUCTURE GENERATOR MONOLITH TRANSVERSE SECTION - INTERMEDIATE PIER
POWERHOUSE SUBSTRUCTURE GENERATOR MONOLITH TRANSVERSE SECTION - INTERIOR LEFT WALL
POWERHOUSE SUBSTRUCTURE GENERATOR MONOLITH PLANS AND SECTIONS EL. 658.0 - EL. 682.0
POWERHOUSE SUBSTRUCTURE EMBEDDED PIPING AND DUCTWORK UNIT BAYS TRANSVERSE SECTION
POWERHOUSE SUBSTRUCTURE EMBEDDED PIPING AND DUCTWORK UNIT BAYS PLAN EL. 665.0
POWERHOUSE SUBSTRUCTURE EMBEDDED PIPING AND DUCTWORK UNIT BAYS PLANS EL. 682.0 & 758.6
MONOLITH JOINT 7/8 REPAIR LOCATION PLAN, ELEVATION & SECTION
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HEADWATER SIDE
TAILWATER SIDE
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SITE AERIAL IMAGERY OF HARRY S. TRUMAN DAM
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
REPAIRED.
MONOLITH JOINT 7/8 TO BE
MONOLITH JOINT 7/8
CONTRACTOR STAGING AREA
STAGING AREA IF NECESSARRY
ADDITIONAL CONTRACTOR
(FROM RECORD DRAWING, PLATE 0-12-1903, O. & M. M. PLATE 230)
PROFILE THROUGH GALLERY
(FROM RECORD DRAWING, PLATE 0-12-2036, O. & M. M. PLATE 346)
SECTION THROUGH MONOLITH
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MONOLITH JOINT 7/8 REPAIR.
PROPOSED LOCATION OF
EL. 759.25 FT.
WITH THE TOP OF CONCRETE AT
DRAIN COVER EXTENDED FLUSH
ALREADY BEEN CORED AND THE
SHOWN ON THIS DRAWING, HAS
THE EXISTING DRAIN COVER, AS
THE CONCRETE DIRECTLY ABOVE
SPECIFICATIONS.
JOINT 7/8 DRAIN PER
INSPECT AND CLEAR MONOLITH
SCALE: N.T.S.
IMAGE OF MONOLITH JOINT 7/8
EX. MONOLITH JOINT 7/8 DRAIN.
PREVIOUSLY REPAIRED MONOLITH JOINT 6/7 LOCATION.
LOCATION OF NEW WATERSTOP SHALL BE POSITIONED AS SHOWN. FOR REFERENCE, REFER TO 5.
CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN FOR GOVERNMENT APPROVAL.4.
FLUID SHALL BE ENVIRONMENTALLY FRIENDLY.
WATER STOP BORE HOLE SHALL NOT EXCEED 6" IN DIAMETER AND SHALL BE DRILLED PLUMB. DRILLING 3.
COORDINATE ACCESS TO STAGING AREAS WITH CONTRACTING OFFICER PRIOR TO MOBILIZATION.2.
REQUIREMENTS.
REFER TO CONTRACT SPECIFICATIONS FOR WATERSTOP MATERIAL SPECIFICATIONS AND INSTALLATION 1.
NOTES:
SEE NOTE 5.
MONOLITH JOINT 7/8 REPAIR.
PROPOSED LOCATION OF
APPROXIMATELY 60 LF.
PER SPECIFICATION 07 92 00.
JOINTS 6/7 & 7/8 WITH SILICONE
SEAL GALLERY AT MONOLITH
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| G-001 |
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| RS712 |
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| RS721 |
| RS722 |
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