DRAWINGS-Wister_Expansion_Joint_Seal_Replacement_Docs_W912BV-16-R-0016_dated_6-10-16.pdf
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DRAWINGS-Wister Expansion Joint Seal Replacement Docs W912BV-16-R-0016 dated 6-10-16
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FY: 2016
Tulsa District
SOLICITATION NO. W912BV-16-R-0016
US Army Corps of Engineers
WISTER LAKE, OKLAHOMA
ARKANSAS RIVER WATERSHED
REPLACEMENT
EXPANSION JOINT SEAL
W L
C R -0
C O
V E
R .D
G N
M
A Y
DALLAS
FT WORTH
LUBBOCK
AMARILLO
ABILENE
AUSTIN
SAN
ANTONIO
HOUSTON
WICHITA
FALLS
REESE AFB
ENID
ELK CITY
LAWTON
ADA
OKLAHOMA
CITY
TULSA
EDMOND
ARDMORE
McALESTER
HENRYETTA MUSKOGEE40
VICINITY MAP
TITLEDRAWING NO.
INDEX TO DRAWINGS
LAKE MAP
N
N
WISTER LAKE LOCAL MAP
WISTER GATE TOWER & SPILLWAY
N
N
PROJECT LOCATION
STAGING AREA
ALTERNATIVE
STAGING AREA
STAGING AREA
TITLEDRAWING NO.
INDEX TO DRAWINGS
G-101
A S S
H O
W N
OKLAHOMA
WISTER LAKE,
PROJECT LOCATION
EXPANSION JOINT SEALING SYSTEM SECTION DETAILSS-101
AS-BUILT DRAWING C106-54.1 MISCELLANEOUS METAL IR-107
AS-BUILT DRAWING C106-46.3 STILLING BASIN - MASONRY IIR-106
AS-BUILT DRAWING C106-31.3 GATE TOWER - SECTIONAL PLANS IR-105
AS-BUILT DRAWING C106-44A.2 CONDUIT - MAIN SECTION & LOWER TRANS.R-104
AS-BUILT DRAWING C106-43A CONDUIT - UPPER TRANSITIONR-103
AS-BUILT DRAWING C106-24.5 PLAN & LONGITUDINAL SECTIONR-102
EXPANSION JOINT LOCATION - DOWNSTREAM SECTIONR-101
EXPANSION JOINT LOCATION - UPSTREAM SECTIONR-100
INDEX, & GENERAL NOTES
PROJECT LOCATION, LAKE MAP, VICINITY MAP, CONSTRUCTION LIMITS, G-101
NO SCALE
NO SCALE
NO SCALE
NO SCALE
W L S
R -G in d e x .d g n
I N
D E
X
G
E N
E R
A L N
O T E S
V
IC
IN
IT
Y M
A P C
O N
S T
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C T
IO
N L
IM
IT
S
P R
O J E
C T L
O C
A T
IO
N L
A K
E M
A P
AND ENVIRONMENT.
MANUFACTURER'S RECOMMENDATIONS FOR THIS TYPE OF APPLICATION
8. INJECTED EPOXY ADHESIVE SHALL BE USED ACCORDING TO THE
DESIGNED FOR OUTDOOR, UNDERWATER, AND WET ENVIRONMENTS.
7. INTERNALLY THREADED SLEEVE SHALL BE STAINLESS STEEL GRADE 316,
FROM THE SAME MANUFACTURER AS THE INTERNALLY THREADED SLEVE.
PER THE MANUFACURER'S RECOMMENDATIONS. EPOXY GROUT SHALL BE
6. INTERNALLY THREADED SLEEVES TO BE EPOXY GROUTED AND INSTALLED
RECOMMENDATIONS.
5. COMPRESSION SEAL SHALL BE INSTALLED PER MANUFACTURER'S
WORKED IN THE SHOP PRIOR TO INSTALLATION IN THE FIELD.
4. EXPANSION JOINT PLATES SHALL BE DRILLED, BENT, GROUND, CUT, AND
THE PLATES SHALL BE CONTINUOUS AND SEEMLESS.
CORRESPONDING TO WALL AND RADIAL DIMENSIONS. AT STRAIGHT RUNS,
3. STAINLESS STEEL PLATES SHALL BE INSTALLED AS MULTIPLE SECTIONS
2. ALL PLATES SHALL BE STAINLESS STEEL GRADE 304.
ALL DIMENSIONS AND CONDITIONS.
PROVIDED FOR INFORMATION ONLY. CONTRACTOR SHALL FIELD VERIFY
CONTRACT DRAWINGS OR PERIODIC INSPECTIONS AND HAVE BEEN
1. CIVIL SHEET DRAWINGS ARE REPRODUCTIONS OF THE ORIGINAL
GENERAL NOTES:
A
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NUMBER
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WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS
INDEXED ON THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION
RECOMMENDATIONS AND APPROVAL OF ALL DRAWINGS IN THIS SET AS
CORPS OF ENGINEERS. SIGNATURES AFFIXED BELOW INDICATE OFFICIAL
THIS PROJECT WAS DESIGNED BY THE TULSA DISTRICT OF THE U.S. ARMY
UPSTREAM SECTION (OPTION)
TYPICAL EXPANSION JOINT LOCATION
R-100
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BASE BID
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EXIST. CONDUIT SEAL
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EXIST. CONDUIT SEAL
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NUMBER
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1 1/2 "4"
EXISTING CONCRETE
6" 6"1 1/2 "
4" 4"
ADHESIVE EPOXY
FOR INJECTED
INJECTION PORT
4"
TO REMAIN
EXISTING CONCRETE
DEMOLITION PLAN
NO SCALE
PLATE SYSTEM OVERVIEW
ROUNDED CONDUIT JOINT SEALANT
TYPICAL CROSS SECTION
EXPANSION JOINT ARMORING SYSTEM
1/2" +/- 1/8" DEEP CONT.
EXISTING CONCRETE
DEMOLISH AND REMOVE
5/8 "6"
T Y
P
O .C
2" 4 5/8 " 4" 2"
E D
G E
FOR EXPANSION
3/8" +/- 1/8" GAP
O .C
/2
NO SCALE
COUNTERSUNK SCREW DETAIL
NO SCALE
BOLT SPACING PLAN
FULLY THREADED SCREW
1/2" DIAM. COUNTERSUNK,
SCALE IN FEET
CONCRETE EPOXY SLEEVE
GRADE 316 INTERNALLY THREADED
1/2" DIAM. x 5" , STAINLESS STEEL
CL
1" .5" 1" 2"
SCALE IN FEET
1" .5" 1" 2"
RECOMMENDATIONS
SIZE PER MANUFACTURER'S
THREADED CONCRETE SLEEVE.
DRILL HOLE FOR INTERNALLY
SECTION DETAILS
EXPANSION JOINT SEALING SYSTEM
B
S-501
S-501
B S-501
A
S-501
C
S-501
E
S-501
D
MANUFACTURER'S RECOMMENDATIONS.
AND COMPETENT PER THE INJECTED EPOXY
1. FINISHED CONCRETE SURFACE SHALL BE CLEAN, SOUND
NOTES:
GRADE 316.
2. COUNTERSUNK SCREW SHALL BE STAINLESS STEEL
INTERNALLY THREADED CONCRETE ANCHOR INSERT.
1. COUNTERSUNK SCREW SHALL BE COMPATIBLE WITH
NOTES:
WITH 3/8" +/- 1/8" GAP
45 DEGREE CUT JOINT
JOINT FILLER
SEAL
NEOPRENE COMPRESSION
GRADE 304
STAINLESS STEEL
PL 1/4" x 6 5/8"
3/8" +/- 1/8"
INJECTED ADHESIVE
EXISTING CONCRETE
(TYP.)
BOLT HOLE
7/8" DIAM.
INJECTED ADHESIVE
PORT HOLES FOR
1/8" DIAM. INJECTION
GRADE 304
STAINLESS STEEL
PL 1/4" x 6 5/8"
PASTE
EPOXY
ADHESIVE
JOINT SEALING SYSTEM
REMOVE EXISTING
TO REMAIN
EXISTING CONCRETE
1/2" +/- 1/8" DEEP CONT.
EXISTING CONCRETE
DEMOLISH AND REMOVE
FOR EXPANSION
LINEAR CONNECTIONS
PLATE SECTIONS AT
3/16" +/- 1/16" GAP BETWEEN
AND ENVIRONMENT.
MANUFACTURER'S RECOMMENDATIONS FOR THIS TYPE OF APPLICATION
INTERNALLY THREADED SLEEVE AND SHALL BE USED ACCORDING TO THE
3. INJECTIBLE ADHESIVE SHALL BE FROM THE SAME MANUFACTURER AS THE
SAME MANUFACTURER AS THE INTERNALLY THREADED SLEEVE.
2. INTERNALLY THREADED SLEEVE ADHESIVE EPOXY SHALL BE FROM THE
DESIGNED FOR OUTDOOR, UNDERWATER, AND WET ENVIRONMENTS.
1. INTERNALLY THREADED SLEEVE SHALL BE STAINLESS STEEL GRADE 316,
NOTES:
S-101
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N D
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US ARMY CORPS
D
54321
D
C
B
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1 2 3 4 5
NUMBER
REFERENCE
SHEET
A N
D R
E W B
L A
N K
E N
S H
IP
C H
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F C
IV
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D
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