Plans_IV-_HHD_Reach_1_Gap_Closure.pdf
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2. DRAWING INCLUDED FOR REFERENCE ONLY. NO
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INFORMATION USED IN THE PERFORMANCE
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-R e a c h C u to ff W a ll \C u to ff W a ll G a p C lo s u re \0
P la n s \R e s o u rc e \R -2
A -N
A N
H E
R B
E R
T H
O O
V E
R D
IK
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IT
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C T
R E
A C
H I C
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F W
A L
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A P C
L O
S U
SEE NOTE 3
CUTOFF WALL,
3' WIDE JET GROUT
SEE NOTE 5
OVERHANG,
CONCRETE
WALL
GROUT CUTOFF
18" WIDE JET
R E
S O
U R
C E
A S -B
U
IL
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D E
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D R
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NOTES:
S -3
T
IE
B
A C
K L
E V
E E L
O C
K
R-24A
SECTION
NOT TO SCALEC-06
A
10' MIN.
(NAVD88)
ELEV. -21.0
ELEV. 31.0
AT THE AREA RECONSTRUCTED.
RAIN WATER DOES NOT ENTER THE BUILDING
EAVE SHALL BE RECONSTRUCTED SUCH THAT
CUTOFF WALL COMPLETION, THE CONCRETE
REQUIRED TO INSTALL CUTOFF WALL. UPON
SHALL SAWCUT THE EAVE IN NEAT LINES AS
A PORTION OF THE EAVE, THE CONTRACTOR
WALL. IF THE CONTRACTOR ELECTS TO REMOVE
REMOVED TO INSTALL JET GROUT CUTOFF
5. BUILDING EAVE MAY NEED TO BE SAWCUT AND
NAVD88 IS -1.3'.
DATUM. THE APPROXIMATE CONVERSION TO
SHOWN ARE REFERENCED TO MEAN SEA LEVEL
4. UNLESS OTHERWISE NOTED, ELEVATIONS
35 41 17.
STRUCTURE, SEE SPECIFICATION SECTION
3. 3 FT. MINIMUM OF JET GROUT CONTACT WITH
DRAWING.
2. NEW WORK SHOWN ON THIS REFERENCE
OF THIS CONTRACT.
INFORMATION USED IN THE PERFORMANCE
FOR VERIFYING THE REFERENCE DRAWING
ONLY. THE CONTRACTOR IS RESPONSIBLE
1. THIS SHEET IS INCLUDED FOR REFERENCE
A
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C O
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O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
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J A
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NOTES:
S -3
M
IS
C
E L
L A
N E
O U
S C
O N
C R
E T
E D
E T
A
IL
SHOWN ARE REFERENCED TO MEAN SEA LEVEL
3. UNLESS OTHERWISE NOTED, ELEVATIONS
NO NEW WORK SHOWN.
2. DRAWING INCLUDED FOR REFERENCE ONLY.
IN THE PERFORMANCE OF THIS CONTRACT.
THE REFERENCE DRAWING INFORMATION USED
1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING
A
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L E
P L
O T D
A T
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C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
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R-31
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R-26
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W N
C H
K D
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A M
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NOTES:
S -3
S
O U
T H C
O N
C R
E T
E A
P P
R O
A C
H W
A L
L
SHOWN ARE REFERENCED TO MEAN SEA LEVEL
3. UNLESS OTHERWISE NOTED, ELEVATIONS
DRAWING.
2. NEW WORK SHOWN ON THIS REFERENCE
OF THIS CONTRACT.
INFORMATION USED IN THE PERFORMANCE
FOR VERIFYING THE REFERENCE DRAWING
ONLY. THE CONTRACTOR IS RESPONSIBLE
1. THIS SHEET IS INCLUDED FOR REFERENCE
A
B
C
D
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L E
P L
O T D
A T
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C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
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J A
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NOTES:
S -3
S
O U
T H C
O N
C R
E T
E A
P P
R O
A C
H W
A L
L
SHOWN ARE REFERENCED TO MEAN SEA LEVEL
3. UNLESS OTHERWISE NOTED, ELEVATIONS
NEW WORK SHOWN.
2. DRAWING INCLUDED FOR REFERENCE ONLY. NO
IN THE PERFORMANCE OF THIS CONTRACT.
THE REFERENCE DRAWING INFORMATION USED
1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING
A
B
C
D
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B
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8 7 6 5 4 3 2
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D B
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P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
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A L
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JET GROUT
SEE NOTE 3
UPSTREAM CUTOFF WALL
CONTACT WITH EXISTING
JET GROUT TO MAKE
R-28
R E
S O
U R
C E
A S -B
U
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NOTES:
S -3
C
U T
O F F W
A L
L P
L
SHOWN ARE REFERENCED TO MEAN SEA LEVEL
4. UNLESS OTHERWISE NOTED, ELEVATIONS
35 41 17.
STRUCTURE SEE, SPECIFICATION SECTION
3. 3 FT. MINIMUM OF JET GROUT CONTACT WITH
DRAWING.
2. NEW WORK SHOWN ON THIS REFERENCE
IN THE PERFORMANCE OF THIS CONTRACT.
THE REFERENCE DRAWING INFORMATION USED
1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING
A
B
C
D
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C
B
A
8 7 6 5 4 3 2
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P L
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C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
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F W
A L
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UPSTREAM CUTOFF WALL.
CONNECT TO EXISTING
NEW JET GROUT TO
R-29
R E
S O
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A S -B
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N E
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S -3
C
U T
O F F W
A L
L S
E C
T
IO
SHOWN ARE REFERENCED TO MEAN SEA LEVEL
3. UNLESS OTHERWISE NOTED, ELEVATIONS
NO NEW WORK SHOWN.
2. DRAWING INCLUDED FOR REFERENCE ONLY.
IN THE PERFORMANCE OF THIS CONTRACT.
THE REFERENCE DRAWING INFORMATION USED
1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING
A
B
C
D
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8 7 6 5 4 3 2
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C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
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C H
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F
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E N
A M
E H
E R
E
NOTES:
S -3
D
E T
A
IL
SHOWN ARE REFERENCED TO MEAN SEA LEVEL
3. UNLESS OTHERWISE NOTED, ELEVATIONS
NO NEW WORK SHOWN.
2. DRAWING INCLUDED FOR REFERENCE ONLY.
IN THE PERFORMANCE OF THIS CONTRACT.
THE REFERENCE DRAWING INFORMATION USED
1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING
A
B
C
D
1234567
D
C
B
A
8 7 6 5 4 3 2
S O
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IC
IT
A T
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N N
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D W
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D B
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D A
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F
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D B
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P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
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L E F
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N /A
N /A
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A J P
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A -N
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A C
H I C
U T
O F
F W
A L
L G
A P C
L O
S U
BATTER
WALL
HEEL
WALL
5' MAX.
S-308 LOCK
CENTERLINE OF
FOOTING.
NOT REQUIRED BELOW CONCRETE
THROUGH FOUNDATION LIMESTONE
GROUT BENEATH. PREDRILLING
3 CORES AT 12" DIA. MAX TO JET
FOOTING.
NOT REQUIRED BELOW CONCRETE
THROUGH FOUNDATION LIMESTONE
GROUT BENEATH. PREDRILLING
3 CORES AT 12" DIA. MAX TO JET
A
R-31
CUTOFF WALL
JET GROUT
GRADE
EXISTING
APPROXIMATE
R-29 FOR PROFILE VIEW
CUTOFF WALL, SEE DRAWING
CENTERLINE OF UPSTREAM
APPROACH WALL
STAIRS OF SOUTH
STAIRS
TOE
WALL
SEE SHT. R-26
FOR DETAILS,
RETAINING WALL
THROUGH THE HEEL OF SOUTH APPROACH
SHALL BE CONSTRUCTED BY CORING
ADDITIONAL JET GROUT ELEMENTSEE NOTE 3.
RETAINING WALL,
EXISTING HEEL OF
CORE THROUGH
THIS SHEET.
CUTOFF WALL, SEE DETAIL
TO EXISTING UPSTREAM
JET GROUT CONNECTION
CUTOFF WALL
UPSTREAM
CENTERLINE OF
R-31
R E
S O
U R
C E
A S -B
U
IL
T
D E
S
IG
N E
R
D R
W N
C H
K D
F
IL
E N
A M
E H
E R
E
NOTES:
ELEV. 31.0
ELEV. -21.0 (NAVD88)
S -3
R
E F
E R
E N
C E D
R A
W
IN
G
HOUSE
MACHINE
10'
SOUTH APPROACH WALL
NOT TO SCALER-31
A
JET GROUT CONNECTION PARTIAL PLAN
NOT TO SCALE
NOT TO SCALE
JET GROUT CONNECTION SECTION
HEEL
WALL
BATTER
WALL
TOE
WALL
STRUCTURE
CMU
3' MIN.
5' MAX.
SHOWN ARE REFERENCED TO MEAN SEA LEVEL
4. UNLESS OTHERWISE NOTED, ELEVATIONS
AND GROUT.
ALLOW POSITIVE RETURN OF DRILL CUTTING
DIAMETER SHALL BE LARGE ENOUGH TO
CONTRACTOR, BUT NOT GREATER THAN 12".
DIAMETER TO BE DETERMINED BY JET GROUT
SEE CROSS SECTION B-B ON SHEET R-27. CORE
3. FOR STRUCTURE REINFORCEMENT DETAILS,
DRAWING.
2. NEW WORK SHOWN ON THIS REFERENCE
OF THIS CONTRACT.
INFORMATION USED IN THE PERFORMANCE
FOR VERIFYING THE REFERENCE DRAWING
ONLY. THE CONTRACTOR IS RESPONSIBLE
1. THIS SHEET IS INCLUDED FOR REFERENCE
3' MIN.
HOUSE
MACHINE
NOT TO SCALE
JET GROUT CONNECTION DETAIL
A
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C
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O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
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| Plans - HHD Reach 1 Gap Closure |
| CWGC-PQCR-RESOURCE-061516.pdf |
| R-19 |
| R-20 |
| R-21 |
| R-21A |
| R-22 |
| R-23 |
| R-23a |
| R-24 |
| R-24A |
| R-25 |
| R-26 |
| R-27 |
| R-28 |
| R-29 |
| R-30 |
| R-31 |
File details come from the government source that posted it. Updated .