Spillway Foundation Piezometer Repair Gavins Point Dwgs.pdf
PDF 28 MB Posted
- Solicitation number
- W9128F20Q0057
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
S P
IL
L W
A Y F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R R
E P
A
IR
S
G A
V
IN
S P
O
IN
T D
A M
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
O
L
IC
IT
A T
IO
N N
O
W F -2
-Q
-0
J U
L Y
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:15:44 PM 6/26/2020
...\30500 - Construction E&D\GP78\30DA0 - Plans & Specs\CAD_BIM\_Sheets\3 of Engineers
US Army Corps
Omaha District
G-001
MISSOURI RIVER
GAVINS POINT DAM, SOUTH DAKOTA
SPILLWAY FOUNDATION PIEZOMETER REPAIRS
C O
V E
R S
H E
E T
A
B A
R R
Y
A
B A
R R
Y
K
H E
D D
E N
S
K
H E
D D
E N
S
CONTRACT ADVERTISEMENT SET
CONTRACT ADVERTISEMENT SET
W9128F-20-Q-0057SOLICITATION NO.:
CONTRACT NO.:
1 JULY 2020ISSUE DATE:
VICINITY MAP
PROJECT LOCATION MAP
NO.
INDEX OF DRAWINGS
TITLE
NO. TITLE
GAVINS POINT DAM SPILLWAY, SOUTH DAKOTA
GAVINS POINT DAM SPILLWAY, SOUTH DAKOTA
0 10 20 30 MI
REFERENCE DRAWINGS
DWG. NO.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:30:11 PM 6/26/2020
IN
D
E X O
F D
R A
W
IN
G S
V
IC
IN
IT
Y P
R O J E
C T L
O C
A T
IO
N M
A P
GI001
MG5-51E60.3
MG5-51E59.3
MG5-51E55.4
MG5-51E54.3
MG5-57E2.3
MG5-51E48.3
MG5-51E46.3
MG5-51E21.2
MG5-51E17.4
MG5-51E3.4
MG5-51E2.6
MG5-51E1.3
RCF12
RCF11
RCF10
RCF09
RCF08
RCF07
RCF06
RCF05
RCF04
RCF03
RCF02
RCF01
MISC. CONCRETE DETAILS - SHEET 2
MISC. CONCRETE DETAILS - SHEET 1
STILLING BASIN SLAB & REINF. DETAILS
CHUTE SLAB CONC. & REINF. DETAILS
SPILLWAY DRAINAGE & PIPING PLANS & DETAILS
SOUTH WALL CONC. DETAILS - BLOCKS S12 THRU S16
SOUTH WALL CONC. DETAILS - BLOCKS S6 THRU S11
NORTH WALL CONC. DETAILS - BLOCKS N12 THRU N17
NORTH WALL CONC. DETAILS - BLOCKS N6 THRU N11
STRUCTURAL ARRANGEMENT - SOUTH WALL PROFILE
STRUCTURAL ARRANGEMENT - NORTH WALL PROFILE
STRUCTURAL ARRANGEMENT - PLAN & ELEVATIONS
T-500
T-100
S-500
S-100
GI-001
G-001
FIBER OPTIC REPAIR DETAILS
FIBER OPTIC REPAIR PLAN
STRUCTURAL REPAIR DETAILS
STRUCTURAL REPAIR PLAN
VICINITY AND PROJECT LOCATION MAP, INDEX OF DRAWINGS
COVER SHEET
K
H E
D D
E N
S
K
H E
D D
E N
S
A
B A
R R
Y
A
B A
R R
Y
S P
IL
L W
A Y F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R R
E P
A
IR
S
G A
V
IN
S P
O
IN
T D
A M
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
L
IC
IT
A T
IO
N N
O
W F -2
-Q
-0
J U
L Y
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:07:39 AM 7/1/2020
S-100
J
O S
B O
R N
J
O S
B O
R N
S T
R U
C T
U R
A L R
E P
A
IR
P
L A
N
W
B O
E C
K
W
B O
E C
K
CALENDAR DAYS. MORE TIME MAY POSSIBLY BE ALLOWED UPON COORDINATION.
WITH THE CONTRACTING OFFICER. SPALL REPAIRS ARE EXPECTED TO TAKE APPROXIMATELY TEN
MAINTENANCE AND INSPECTIONS. CONSTRUCTION TIME FRAME AND WORK SHALL BE COORDINATED
3. THE SPILLWAY GATES ARE TYPICALLY ALWAYS OPEN AND ARE TYPICALLY ONLY CLOSED FOR
2. SEE S-500 FOR REPAIR DETAILS AND NOTES.
1. SEE TABLE AND PLAN ON THIS SHEET FOR REPAIR LOCATIONS AND EXTENTS.
SPILLWAY CHUTE REPAIR NOTES:
S P
IL
L W
A Y F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R R
E P
A
IR
S
G A
V
IN
S P
O
IN
T D
A M
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
L
IC
IT
A T
IO
N N
O
W F -2
-Q
-0
J U
L Y
PATCH # SIZE DEPTH
SPILLWAY CHUTE REPAIR TABLE
6"
1'-0" X 1'-0" 6" + 1 CUBIC YARD
REMOVAL WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.
*SIZE OF PATCH IS APPROXIMATE. COORDINATE EXTENTS OF CONCRETE
4'-6" X 3'-6" *
FILL VOID
SPALL REPAIR
REPAIR TYPE
SPILLWAY REPAIR PLAN
VARIES
M
IN
2"
T O W
A T
E R
S T
O P
M
IN
8"
8"
2"
PATCH BOUNDARY
APPROXIMATE
PATCH BOUNDARY
APPROXIMATE
ALIGNMENT
PZ-S-5 CHANNEL
APPROXIMATE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:08:36 AM 7/1/2020
S-500
SHEET ID
T
R U
C T
U R
A L R
E P
A
IR
D
E T
A
IL
S
G P S -5
.d g n
J
O S
B O
R N
J
O S
B O
N
PHOTO 1: PATCH #1 - SPALL REPAIR
PHOTO 2: PATCH #2 - VOID REPAIR
PHOTO 3: PATCH #2 - VOID REPAIR
W
B O
E C
K
W
B O
E C
K
S P
IL
L W
A Y F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R R
E P
A
IR
S
G A
V
IN
S P
O
IN
T D
A M
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
L
IC
IT
A T
IO
N N
O
W F -2
-Q
-0
J U
L Y
REINFORCEMENT
EXISTING SLAB
SPILLWAY SLAB
EXISTING
SPILLWAY WALL
EXISTING
WATERSTOP
EXISTING COPPER
REPAIR SURFACE
BOTTOM OF CONCRETE
SPALL REPAIR DETAIL
SECTION
PLAN
PERIMETER SAWCUT
SPILLWAY WALL
SPILLWAY SLAB
2" SAWCUT
CONCRETE 4" WITH EPOXY
SPACE EMBEDED INTO EXISTING
#4 BARS @ MAX 8" O.C.E.W. EVENLY
CONCRETE 4" WITH EPOXY
SPACE EMBEDED INTO EXISTING
#4 BARS @ MAX 8" O.C.E.W. EVENLY
REQUIREMENTS FOR PLACING CONCRETE IN COLD WEATHER.
8. SPALL REPAIR WORK IS ANTICPATED TO OCCUR IN DECEMBER. SEE SPECIFICATION 03 30 00 CAST-IN-PLACE CONCRETE FOR
PHOTO 1.
SHAPED CHANNEL TO CONNECT THE EXISTING SAW CUTS FOR PZ-S-5 AS APPROXIMATED IN THE ALIGNMENT SHOWN ON
7. A MINIMUM OF 24 HOURS AFTER CONCRETE PLACEMENT. THE CONTRACTOR SHALL SAW CUT A 3/8 IN WIDE X 2 IN DEEP U-
REQUIREMENTS.
6. SEE SECTION 03 01 00 REHABILITATION OF CONCRETE AND 03 30 00 CAST-IN-PLACE CONCRETE FOR ADDITIONAL
5. WET CURE CONCRETE UNTIL THE SPILLWAY GATES ARE OPEN OR FOR A MINIMUM OF 10 DAYS, WHICHEVER COMES FIRST.
CONTRACTING OFFICER'S REPRESENTATIVE.
DURING CONCRETE REMOVAL OR REINFORCEMENT IS UNUSABLE. COORDINATE REINFORCEMENT REPLACEMENT WITH THE
4. SEE DETAIL A5/S-500 FOR REBAR REPLACEMENT. REPLACE REINFORCEMENT WHERE EXISTING REINFORCEMENT IS DAMAGED
SPILLWAY WALL.
CLEAN, AND OPEN PORE SURFACE. APPLY BONDING AGENT TO EXISTING CONCRETE SURFACE WITH THE EXCEPTION OF THE
3. PRIOR TO CONCRETE PLACEMENT, CLEAN EXPOSED CONCRETE SURFACES AND REINFORCEMENT TO ACHIEVE A SOUND, CONTRACTING OFFICER FOR DIRECTION.
THE DAMAGED OR DELETERIOUS CONCRETE EXTENDS 6 INCHES BEYOND THE CONCRETE SURFACE INFORM THE
CONCRETE. CONCRETE REMOVAL SHALL EXTEND 6 INCHES DEEP FROM THE ORIGINAL UNDAMAGED CONCRETE SURFACE. IF
2. REMOVE CONCRETE WITH CHIPPING HAMMER. CONCRETE REMOVAL SHALL INCLUDE ALL DELETERIOUS AND DAMAGED
CONCRETE REPAIR EXTENTS TO ENSURE THAT NO LOOSE CONCRETE EXISTS OUTSIDE OF THE REMOVAL AREA.
IN SHAPE AND RUN PERPENDICULAR OR PARALLEL TO THE EXISTING SPILLWAY JOINTS. HAMMER SOUND AROUND THE
REMOVAL. SAW CUT LINES SHALL BE LOCATED ALONG PAINTED AREAS OF EXTENTS. SAW CUT LINES SHALL BE RECTANGULAR
EXTENTS FOR REMOVAL TO BE APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO CONCRETE
1. SEE PHOTOS FOR APPROXIMATE SAW CUT LINE LOCATIONS. CONTRACTOR SHALL PERFORM SOUNDING AND PAINT AREAS OF
SPALL REPAIR NOTES:
COMPLETELY FULL. THIS WILL BE DONE AT THE SAME TIME THAT THE PATCH REPAIR IS MADE.
EXTENT WILL BE REPAIRED BY FILLING THE VOID WITH PATCH REPAIR MATERIAL UNTIL THE VOID IS
THE CONTRACTING OFFICER FOR DIRECTION. UNLESS DIRECTED OTHERWISE, THE VOID BEYOND THIS
2. IF THE VOID EXTENDS BEYOND 6 INCHES FROM THE ORIGINAL UNDAMAGED CONCRETE SURFACE INFORM
NOTES AND DETAIL ON THIS SHEET.
1. REPAIR VOID BY REMOVING CONCRETE APPROXIMATELY TO THE LINE SHOWN . FOLLOW THE SPALL REPAIR
PATCH #2 - VOID REPAIR NOTES:
THE JUNCTION BOX
TO EXISTING CABLE AT
TO BE FUSION SPLICED
NEW FIBER OPTIC CABLE
SHOWN ON SHEET T-500.
IN SAW CUT. REPLACE AS
NEW FIBER OPTIC CABLE
REMOVE EPOXY TO PLACE
SHOWN ON SHEET T-500.
IN SAW CUT. REPLACE AS
NEW FIBER OPTIC CABLE
REMOVE EPOXY TO PLACE
CLOSURE
AND PROTECTED WITH A SPLICE
EXISTING 6" DIAMETER BORING
EXISTING TWO CABLES AT
TO BE FUSION SPLICED TO
TWO NEW FIBER OPTIC CABLES
CLOSURE
AND PROTECTED WITH A SPLICE
EXISTING 6" DIAMETER BORING
EXISTING TWO CABLES AT
TO BE FUSION SPLICED TO
TWO NEW FIBER OPTIC CABLES
BOX
CABLES AT THE JUNCTION
SPLICED TO TWO EXISTING
CABLES TO BE FUSION
TWO NEW FIBER OPTIC
JUNCTION BOX
EXISTING CABLES AT THE
TO BE FUSION SPLICED TO TWO
TWO NEW FIBER OPTIC CABLES
PZ-S-3
PZ-S-9
T-3
PZ-S-4
PZ-S-6
T-1
PZ-S-5
T-4
PLACE. SEE NOTE 2.
CABLES TO BE LEFT IN
EXISTING FIBER OPTIC
PLACE. SEE NOTE 2.
CABLES TO BE LEFT IN
EXISTING FIBER OPTIC
NOTES:
RECOMMENDATIONS.
INSTALL ALL MATERIAL PER MANUFACTURER'S INSTALLATION REQUIREMENTS AND 1.
2.
ADDITIONAL COST TO USACE.
THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE FIBER OPTIC CABLE AT NO
ARE DAMAGED WHILE THE CONTRACTOR IS WORKING AND NO LONGER FUNCTION,
INSTRUMENTS WILL BE READ DAILY BY USACE. IF ANY OF THE FIBER OPTIC CABLES
FUNCTIONALITY OF INSTRUMENTS PRIOR TO THE BEGINNING OF WORK. THE
THE CONTRACTOR DURING THE WORK. USACE WILL VERIFY AND DOCUMENT
FUNCTIONING AND NOT WITHIN IN THE SCOPE OF WORK WILL BE PROTECTED BY
EXISTING FIBER OPTIC CABLES WITHIN THE SAW CUTS OR CONDUITS THAT ARE
AS SHOWN ON SHEET T-500.
CABLES IN SAW CUT. REPLACE
TWO NEW FIBER OPTIC
REMOVE EPOXY TO PLACE
3.
CONTRACT.
REMOVE AND DISPOSE OF THE FIBER OPTIC CABLE TO BE REPLACED UNDER THIS
EXISTING EPOXY AND REPLACE
DETERIORATE. REMOVE
EPOXY IS BEGINNING TO
PLACE. SEE NOTE 2.
CABLES TO BE LEFT IN
EXISTING FIBER OPTIC
AS SHOWN ON SHEET T-500.
CABLES IN SAW CUT. REPLACE
TWO NEW FIBER OPTIC
REMOVE EPOXY TO PLACE
SCALE IN FEET
0 40 80
LEGEND
TABLE OF FIBER OPTIC LINE REPAIRS
SPILLWAY INSTRUMENTATION REPAIR PLAN
PZ-S-9 PROFILE REPAIR PLAN
PZ-S-5 PROFILE REPAIR PLAN
WITHIN CONDUIT
FIBER OPTIC REPLACEMENT
TO BE LEFT IN PLACE
EXISTING FIBER OPTIC
REPLACEMENT
EPOXY SEALANT
REPLACEMENT WITHIN SAW CUT
FIBER OPTIC AND EPOXY SEALANT
S P
IL
L W
A Y F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R R
E P
A
IR
S
G A
V
IN
S P
O
IN
T D
A M
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
L
IC
IT
A T
IO
N N
O
W F -2
-Q
-0
J U
L Y
T-100
F
IB
E R O
P T
IC
R
E P
A
IR
P
L A
N
K
H E
D D
E N
S
K
H E
D D
E N
S
A
B A
R R
Y
A
B A
R
Y
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:08:29 AM 7/1/2020
T-500
F
IB
E R O
P T
IC
R
E P
A
IR
D
E T
A
IL
S
FIBER OPTIC CABLE
FUSION SPLICE NEW AND EXISTING
PZ-S-9 CONDUIT & JUNCTION BOX TO INSIDE OF JUNCTION BOX
K
H E
D D
E N
S
K
H E
D D
E N
FAILED EPOXY SEALANT
PZ-S-9 SAW CUT CHANNEL WITH
A
B A
R R
Y
A
B A
R R
Y
CLOSURE BOX. PLACE THE SPLICE CLOSURE BOX IN THE EXISTING JUNCTION BOXES.
- FUSION SPLICE TWO NEW FIBER OPTIC CABLES TO THE EXISTING TWO CABLES AND PROTECT THE FUSION SPLICE WITH A SPLICE
FIBER OPTIC CABLE FUSION SPLICE AT TWO EXISTING JUNCTION BOXES
- SEE SECTION 03 01 00 REHABILITATION OF CONCRETE AND 03 30 00 CAST-IN-PLACE CONCRETE FOR ADDITIONAL REQUIREMENTS.
- WET CURE CONCRETE UNTIL THE SPILLWAY GATES ARE OPEN OR FOR A MINIMUM OF 10 DAYS, WHICHEVER COMES FIRST.
OPEN PORE SURFACE. APPLY BONDING AGENT TO EXISTING CONCRETE SURFACE WITH THE EXCEPTION OF THE SPILLWAY WALL.
- PRIOR TO CONCRETE PLACEMENT, CLEAN EXPOSED CONCRETE SURFACES AND REINFORCEMENT TO ACHIEVE A SOUND, CLEAN, AND
GRAVEL MATERIAL.
FUSION SPLICE WITH A SPLICE CLOSURE BOX. PLACE THE SPLICE CLOSURE BOX IN THE BORE HOLE AND BURY WITH THE REMOVED
- REMOVE 6" OF THE GRAVEL MATERIAL. FUSION SPLICE TWO NEW FIBER OPTIC CABLES TO THE EXISTING TWO CABLES AND PROTECT THE
A CHIPPING HAMMER.
EXTEND TO THE GRAVEL MATERIAL AS SHOWN IN THE PHOTO ABOVE. REMOVE FEATHERED, DELETERIOUS AND DAMAGED CONCRETE WITH
- CORE DRILL TO REMOVE 6" DIAMETER CONCRETE PLUG ABOVE THE BORE HOLE FOR THE PIEZOMETERS. CONCRETE REMOVAL SHALL
FIBER OPTIC CABLE FUSION SPLICE AT PIEZOMETER BORE HOLES PZ-S-5 AND PZ-S-9
DETAILS OF THE FIBER OPTIC CABLE FUSION SPLICES ARE AS FOLLOWS:5.
SAW CUT ALIGNMENTS AS DETAILED IN THE "EPOXY SEALANT REPLACEMENT NOTES."
RUN THE NEW FIBER OPTIC CABLE FROM THE PIEZOMETER BORE HOLES TO THE EXISTING JUNCTION BOXES ALONG THE EXISTING 4.
REPLACING THE FIBER OPTIC CABLE AND EPOXY SEALANT REPLACEMENT AT NO ADDITIONAL COST TO USACE.
CABLE FROM THE PIEZOMETER BORE HOLES TO THE EXISTING JUNCTION BOXES IS SHORT, THE CONTRACTOR IS RESPONSIBLE FOR
SPECIFIED IN THE DRAWINGS AND SPECIFICATIONS DUE TO INEFFICIENCIES IN FIBER OPTIC CABLE PLACEMENT. IF THE NEW FIBER OPTIC
THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF ADDITIONAL FIBER OPTIC CABLE LENGTH IS REQUIRED FROM WHAT IS 3.
SPLICES TO MAINTAIN THE AIR TEMPERATURE ABOVE 40° F.
IF OUTSIDE TEMPERATURES ARE BELOW 40° F, ERECT A HEATED SHELTER AT THE LOCATION OF THE FIBER OPTIC CABLE FUSION 2.
SPLICES (FOUR TOTAL) WILL OCCUR AT BORE HOLES FOR PIEZOMETERS PZ-S-5 AND PZ-S-9.
FUSION SPLICES (FOUR TOTAL) WILL OCCUR AT TWO EXISTING JUNCTION BOXES OUTSIDE OF THE SPILLWAY SLAB AND TWO FUSION
A TOTAL OF EIGHT FUSION SPLICES WILL BE REQUIRED TO REPLACE FOUR FIBER OPTIC CABLES. AS SHOWN IN DRAWING T-100, TWO 1.
FIBER OPTIC REPAIR NOTES:
CONCRETE PLUG
BEFORE PLACEMENT OF
PIEZOMETER BORE HOLE
RESPONSIBLE FOR REPAIRING THE FIBER OPTIC CABLE AT NO ADDITIONAL COST TO USACE.
FIBER OPTIC CABLES ARE DAMAGED WHILE THE CONTRACTOR IS WORKING AND NO LONGER FUNCTION, THE CONTRACTOR IS
WORK WILL BE PROTECTED BY THE CONTRACTOR DURING THE WORK. THE INSTRUMENTS WILL BE READ DAILY BY USACE. IF ANY OF THE
EXISTING FIBER OPTIC CABLES WITHIN THE SAW CUTS OR CONDUITS THAT ARE FUNCTIONING AND NOT WITHIN IN THE SCOPE OF 8.
AREAS OF SEAL COMPRIMISED BY VOIDS, GAPS, CRACKS, BULGES, BLOW OUTS, FLOW OUTS, ETC.
WHERE CURRENT SEAL IS IN GOOD CONDITION DO NOT DISTURB OR REPLACE SEAL. REPAIR ONLY DIRECTLY AFFECTED AREAS PLUS ANY
- REMOVE AND REPLACE DETERIORATING EPOXY FROM PZ-S-4 TO BASE OF NOSE PIER (1/2 IN WIDE X 2.5 IN DEEP SAW CUT). IN AREAS
REPLACING DETERIORATING EPOXY SEALANT FOR PZ-S-4
(1/2 IN WIDE X 2.5 IN DEEP SAW CUT). NINE (9) EXISTING CABLES TO REMAIN IN PLACE.
- REPLACE TWO (2) PZ-S-9 FIBER OPTIC CABLES FROM INTERSECTION OF PZ-S-9 WITH T-3 AND PZ-S-3 TO ELEVATION 1190 ON NOSE PIER 9
CUT).
- REPLACE TWO (2) PZ-S-9 FIBER OPTIC CABLES FROM BORE HOLE TO INTERSECTION WITH T-3 AND PZ-S-3 (3/8 IN WIDE X 2 IN DEEP SAW
SPLICING NEW FIBER OPTIC CABLE FOR PZ-S-9
DEEP SAW CUT). SEVEN (7) EXISTING CABLES TO REMAIN IN PLACE.
- REPLACE TWO (2) PZ-S-5 FIBER OPTIC CABLES FROM INTERSECTION OF PZ-S-5 WITH T-1 TO TOP OF SOUTH WALL (1/2 IN WIDE X 2.5 IN
- REPLACE TWO (2) PZ-S-5 FIBER OPTIC CABLES FROM BORE HOLE TO INTERSECTION WITH T-1 (3/8 IN WIDE X 2 IN DEEP SAW CUT).
SPLICING THE NEW FIBER OPTIC CABLE FOR PZ-S-5.
- THE CONCRETE FOR PATCH REPAIR #1 - SPALL REPAIR MUST BE PLACED AND THE FIBER OPTIC CABLE ALIGNMENT SAW CUT PRIOR TO
SPLICING NEW FIBER OPTIC CABLE FOR PZ-S-5
DETAILS OF THE EXISTING SAW CUTS ARE AS FOLLOWS:7.
A LEVEL SURFACE. LEAKAGE FROM THE SIDE OF THE SAW CUTS MUST BE STOPPED.
EPOXY MUST LAY BELOW THE CONCRETE SURFACE (APPROXIMATELY 1/8TH INCH) WITH THE UPPER SURFACE TOOLED SMOOTHLY TO 6.
NO RUNNING WATER SHOULD BE ALLOWED ONTO SAW CUTS BEING REPAIRED. 5.
SPALLS, ETC. SAW CUT CHANNELS WIDTH SHOULD BE KEPT TO A MINIMUM.
THE SAW CUT CHANNEL PROFILE SHOULD BE U-SHAPED AND IN GOOD CONDITION FREE FROM BROKEN EDGES, DELAMINATIONS, 4.
ARE RECOMMENDED.
WHICH WOULD INHIBIT A BOND WITH THE EPOXY. ABRASIVE BLASTING, WATER BLASTING, OR WIRE BRUSHING FOR SURFACE PREPARATION
SAW CUT CHANNELS TO BE REPAIRED MUST BE CLEANED AND FREE OF LAITANCE, GREASE, OIL AND ANY OTHER CONTAMINANTS 3.
TEMPERATURE TO BE DEFINED BY THE MANUFACTURER OF THE EPOXY SEALANT PRODUCT.
INSTALLATION OF EPOXY WILL BE PERFORMED WHEN WEATHER CONDITIONS ARE AT OR ABOVE THE LOWEST ALLOWABLE 2.
FOR THIS APPLICATION. SET TIME OF EPOXY SHOULD BE APPROXIMATELY 30 MINUTES.
EPOXY MUST MEET REQUIREMENTS OF ASTM C881, TYPES I AND IV, GRADE 3, CLASS A. FAST SETTING (FS) EPOXY IS NOT REQUIRED 1.
EPOXY SEALANT REPLACEMENT NOTES:
" < A < 1/2")JOINT WIDTH (1/4
SUBSTRATE (TYP.)
NEW SEALANT
NEW BACKER-ROD
AND RECOMMENDATIONS.
INSTALL ALL MATERIAL PER MANUFACTURER'S INSTALLATION REQUIREMENTS7.
PRIME AND PREPARE SURFACES PRIOR TO INSTALLATION OF SEALANT.6.
BACKER-ROD (CLOSED-CELL) SIZE 25% LARGER THAN JOINT WIDTH.5.
SEALANT THICKNESS NO GREATER THAN 1/2".4.
SEALANT THICKNESS NO LESS THAN 1/4".3.
NO JOINT SEALANTS LARGER THAN 1".2.
NO JOINT SEALANTS SMALLER THAN 1/4".1.
SEALANT JOINT REQUIREMENTS:
S P
IL
L W
A Y F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R R
E P
A
IR
S
G A
V
IN
S P
O
IN
T D
A M
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
L
IC
IT
A T
IO
N N
O
W F -2
-Q
-0
J U
L Y
REF-001
E
F E
R E
N C
E D
R A
W
IN
G
S P
IL
L W
A Y F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R R
E P
A
IR
S
G A
V
IN
S P
O
IN
T D
A M
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
L
IC
IT
A T
IO
N N
O
W F -2
-Q
-0
J U
L Y
REF-002
E
F E
R E
N C
E D
R A
W
IN
G
S P
IL
L W
A Y F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R R
E P
A
IR
S
G A
V
IN
S P
O
IN
T D
A M
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
L
IC
IT
A T
IO
N N
O
W F -2
-Q
-0
J U
L Y
REF-003
E
F E
R E
N C
E D
R A
W
IN
G
S P
IL
L W
A Y F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R R
E P
A
IR
S
G A
V
IN
S P
O
IN
T D
A M
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
L
IC
IT
A T
IO
N N
O
W F -2
-Q
-0
J U
L Y
REF-004
E
F E
R E
N C
E D
R A
W
IN
G
S P
IL
L W
A Y F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R R
E P
A
IR
S
G A
V
IN
S P
O
IN
T D
A M
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
L
IC
IT
A T
IO
N N
O
W F -2
-Q
-0
J U
L Y
REF-005
E
F E
R E
N C
E D
R A
W
IN
G
S P
IL
L W
A Y F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R R
E P
A
IR
S
G A
V
IN
S P
O
IN
T D
A M
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
L
IC
IT
A T
IO
N N
O
W F -2
-Q
-0
J U
L Y
REF-006
E
F E
R E
N C
E D
R A
W
IN
G
S P
IL
L W
A Y F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R R
E P
A
IR
S
G A
V
IN
S P
O
IN
T D
A M
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
L
IC
IT
A T
IO
N N
O
W F -2
-Q
-0
J U
L Y
REF-007
E
F E
R E
N C
E D
R A
W
IN
G
S P
IL
L W
A Y F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R R
E P
A
IR
S
G A
V
IN
S P
O
IN
T D
A M
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
L
IC
IT
A T
IO
N N
O
W F -2
-Q
-0
J U
L Y
REF-008
E
F E
R E
N C
E D
R A
W
IN
G
S P
IL
L W
A Y F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R R
E P
A
IR
S
G A
V
IN
S P
O
IN
T D
A M
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
L
IC
IT
A T
IO
N N
O
W F -2
-Q
-0
J U
L Y
REF-009
E
F E
R E
N C
E D
R A
W
IN
G
S P
IL
L W
A Y F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R R
E P
A
IR
S
G A
V
IN
S P
O
IN
T D
A M
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
L
IC
IT
A T
IO
N N
O
W F -2
-Q
-0
J U
L Y
REF-010
E
F E
R E
N C
E D
R A
W
IN
G
S P
IL
L W
A Y F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R R
E P
A
IR
S
G A
V
IN
S P
O
IN
T D
A M
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
L
IC
IT
A T
IO
N N
O
W F -2
-Q
-0
J U
L Y
E
F E
R E
N C
E D
R A
W
IN
G
S P
IL
L W
A Y F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R R
E P
A
IR
S
G A
V
IN
S P
O
IN
T D
A M
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
L
IC
IT
A T
IO
N N
O
W F -2
-Q
-0
J U
L Y
E
F E
R E
N C
E D
R A
W
IN
G
S P
IL
L W
A Y F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R R
E P
A
IR
S
G A
V
IN
S P
O
IN
T D
A M
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
L
IC
IT
A T
IO
N N
O
W F -2
-Q
-0
J U
L Y
| GP78G-001 |
| GP78GI-001 |
| GP78S-100 |
| GP78S-500 |
| GP78T-100 |
| GP78T-500 |
| GP78RCF01 |
| GP78RCF02 |
| GP78RCF03 |
| GP78RCF04 |
| GP78RCF05 |
| GP78RCF06 |
| GP78RCF07 |
| GP78RCF08 |
| GP78RCF09 |
| GP78RCF10 |
| GP78RCF11 |
| GP78RCF12 |
File details come from the government source that posted it. Updated .