A22_Amendment_2_LD7_GCR_S_101_HALF.pdf
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F T
1/
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F T
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F T
T
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F T
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F T
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F T 1 3
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BUILDING
POLE
LINE
US PROP.
STATION
CONTROL
CENTRAL
.6
.8
.9
.1
.9
.7
.1
.9
.9
.0
.0
.0
.0
.6
WORK LIMITS
.0
78.39°
0'
5'
PILINGS
WOOD
PILINGS
WOOD
FILLED
ROCK
DRAWINGS.
AS FOUND IN REFERENCE
IN DIVING REPORT AND SOUNDINGS
PROFILE INFORMATION
BEST AVAILABLE GROUND
UPPER GUIDEWALL VARIES.
PROFILE ALONG BASE OF
EXISTING GROUND
JOINT
MONOLITH
CONDITIONS POST-CONSTRUCTION.
AND SHALL RESTORE AREAS TO ORIGINAL
MAINTAIN ACCESS FOR USACE TO POLE BUILDING
STAGING AREA. NOTE: CONTRACTOR TO
CONTRACTOR PARKING AND CONSTRUCTION
6'-0"
3'-0"
4'-0" 5'-0"
18'-0"
.5
.5
BOAT RAMP
GATE
CORNER
BUILDING
ORIGIN -
WORK LIMITS
CHAIN LINK FENCE
SEE NOTES 1 AND 2.
FOUND IN REFERENCE DRAWINGS.
PROFILE INFORMATION
AVAILABLE GROUND
GUIDEWALL VARIES. BEST
ALONG BASE OF UPPER
EXISTING GROUND PROFILE
D R
A I
N
F R E
N C
H
D R
A I
N
F R E
N C
H
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
LAND SIDE
RIVER SIDE
UPPER POOL
EL. 646.49
TOP OF WALL
CONCRETE MONOLITH
BOTTOM OF
TOP OF WOOD CRIB
T S
U L L
Y
/0
/3
J L F
L A C
R E
S C
E N
T
M N
/1
/2
L O
C K A
N D D
A M G
U
ID
E W
A L L C
R
IB
R
E P
A
IR
L O
C K A
N D D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S-101
ELEVATIONDESCRIPTION
640B (NGS PID ON0310)
194A (COE ACJ008)
LOCK 7 (NGS PID ON0311)
N= 654,867.54
N= 655,508.29
N= 655,725.13
NORTHING
CONTROL POINT TABLE
E= 3,334,475.88
E= 3,333,941.50
E= 3,333,624.51
ELEVATION: 646.45 (NAVD 88)
ELEVATION: 646.54 (NAVD 88)
ELEVATION: 661.39 (NAVD 88)
EASTING
N.T.S.
UPPER GUIDEWALL - EXISTING SECTION (TYP.)
UPPER GUIDEWALL - EXISTING PLAN (TYP.)
N.T.S.
N.T.S.
GENERAL PLAN
100'25'0 50'
A N
S I
D
P R
F J R
U
T Y
P
IC
A L S
E C
T
IO
N S
G E
N E
R A
L P
L A
N A
N D
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
UG-13
UG-12
UG-11
UG-10
UG-9
UG-8
UG-7
UG-6
UG-5
UG-4
UG-3
UG-2
UG-1
N
L D
G
C R
S -1 d g n
LEGEND
WORK LIMITS
NOTE: CONTROL POINTS ARE NOT SHOWN IN THE GENERAL PLAN.
AREA
STAGING
RIVER SIDE(TYP.)
UPPER GUIDEWALL - EXISTING ELEVATION
RIVER SIDELAND SIDE
ABOVE
SEE SECTION
EXISTING CONDITIONS.
REFERENCE DRAWINGS FOR
AND LIGHTING STANCHIONS. SEE
BUT NOT LIMITED TO HAINDRAILS
APPURTENANCES INCLUDING
PROTECT ALL WALL
NOTE: CONTRACTOR TO AVOID OR
NOTES:
J R
U /4 /2
D R
A W
IN
G R
E
IS
S U
E D W
IT
H A
M E
N D
M E
N T N
O
GUIDEWALL.
ON THE LAND SIDE OF THE UPPER
BASED ON PROPWASH BEING OBSERVED
DIVING INSPECTION REPORT. THIS IS
THE CRIB THAN SHOWN IN THE 2013
2. THERE ARE LARGER VOIDS THROUGH
THE CRIB.
CONCRETE PLACED IS CONFINED WITHIN
ENSURING ALL LOW DENSITY CELLULAR
CONTRACTOR IS RESPONSIBLE FOR
CELLULAR CONCRETE FILL. THE
MAY NOT CONFINE THE LOW DENSITY
UPPER GUIDEWALL ARE VERY SOFT AND
1. SOILS ON THE LAND SIDE OF THE
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