H01_-_drawings _signed.pdf
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S E
C
R O
W
W S
S E
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S E
C
W S
S E
C
W S
S E
C
W S
S E
C
W S
S E
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W S
S E
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W S
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W S
F
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M S
S E
C
W S
S E
C
W S
S E
C
W S
S E
C
W S
F
O R
M S
S T
O R
A G
A
E A
LOADING DOCK
TOE OF LEVEE
U.S. GOV'T R.O.W.
DITCH 0.3% SLOPE
(CONTRACTOR'S)
INVERT EL. 28.0
DITCH 0.3% SLOPE
U.S. GOV'T R.O.W.
2" WATER LINE
GULF STATES UTILITIES
POWER LINES
DIXIE ELECTRIC POWER LINE
TELEPHONE LINE
DITCH 0.1% SLOPE
3" WATER LINE
20'
S E
C
W S
S E
C
W S
S E
C
W S
WITH FLAP GATE
GATE
20'
F
O R
M S
F
O R
M S
S E
C
W
W S
S E
C
ELECTRIC WATER PUMP
ACCESS ROAD (GRAVEL)
LA. STATE HIGHWAY 1258
GATE
INCENTIVE
CLAUSES
E E
I N
G
N I
G E
LA
V
UE
YOUR KEY TO
HIGHER PROFITS
Safety is a Part of Your Contract
OMPUTER
IDED
ESIGN
RAFTING
C
A
D
D
CAPACITY OF FIELD = 359,000 SQS MAT
PREVIOUSLY CAST SQUARES OF CONCRETE MATTRESS ARE STORED
ON THE CASTING FIELD. THE NUMBER OF SQUARES AND SECTION LOCATION OF
THE STORED MATTRESS WILL BE FURNISHED THE CONTRACTOR PRIOR
TO NOTICE TO PROCEED.
AVERAGE NUMBER OF FORMS REQUIRED FOR CASTING = 2250
,2
1,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
1°
'3
' 0
°45 '30"
°46 ' 0"
STONE PAVING
' 0
'3
" 82
6,00
5,00
4,00
3,00
2,00
1,00
°45
2,00
3,00
4,00
°46 ' 0"
5,00
6,00
7,00
WITH SCREW GATES
N
,0
0'
SCALE: 1:2000
100' 100' 200' 300' 400' 500'
NUMBER OF FORMS AVAILABLE = 2521
S O
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D B
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P L
O T S
C A
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P L
O T D
A T
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D A
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M A
R K
D E
S C
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IP
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N A
P P
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D A
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C O
N T
R A
C T N
O
US ARMY CORPS
OF ENGINEERS
NEW ORLEANS DISTRICT
NUMBER
IDENTIFICATION
SHEET
M
IS
S
IS
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IP
P I
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L L E
Y D
IV
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F E
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IN
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U S
A R
M Y E
N G
IN
E E
R D
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T R
IC
T M J C
M J C
D E
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:1
H -4 -4
W P -1
-B
C A
S T
IN
G F
IE
L D
F
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L D L
A Y
O U
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C O
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T E M
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IS
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IL
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S T F
R A
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IS
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L E L
O U
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IA
N A
C-02
/0
/2
M M /D
D /2
A C
M .D
G N
D O
N A
L D E
R A
W S
O N
A N
S I E
DITCH
DITCH
DITCH
F
O R
M S
F
O R
M S
F
O R
M S
F
R M
S
F
O R
M S
R M
S
F
O R
M S
F
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M S
F
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M S
F
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M S
F
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M S
F
O R
M S
F
O R
M S
S E
C
W S
F
O R
M S
S E
C
F
O R
M S
F
O R
M S
S E
C
S E
C
F
O R
M S
S E
C
F
O R
M S
S E
C
R M
S
F
O R
M S
S E
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F
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F
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S E
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S E
C
S E
C
F
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M S
F
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M S
S E
C
1-30" CULVERT
1-72" CM CULVERT
PUBLIC ROAD (GRAVEL)
ALSO LEVEE CROWN LOW
WATER
REF
ERENCE
PLANE
CANAL
LEVEE CROWN
PUBLIC ROAD (GRAVEL)
U.S. GOV'T R.O.W.
INVERT EL. 28.65'
INVERT EL. 32.0'
ELECTRIC WATER PUMP
(CONTRACTOR'S)
GATE
MI
SS
ISS
IPP
I R
IVER
INVERT EL. 27.5
X
2" WATER METER AND CUTOFF
X
3" WATER METER AND CUTOFF
2" WATER LINE
X
CONTRACTOR'S WORK AREA
AND STORAGE AREA
DIXIE ELECTRIC POWER LINE
ALL TELEPHONE & ELECTRICAL
2-48" C.M. CULVERTS
SERVICE TO POLE
TRANSFORMER
20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20'
20' 20' 20'
20' 20' 20' 20' 20'
20' 20' 20' 20' 20' 20'
W
W
W
W
W
W
W
W
W
W
W
W
W
W S
S E
C
S E
C
F
O R
M S
F
O R
M S
F
O R
M S
F
O R
M S
R M
S
R M
S
R M
S
F
O R
M S
F
O R
M S
F
O R
M S
20'20'
F
O R
M S
F
O R
M S
R M
S
F
O R
M S
R M
S
F
O R
M S
F
O R
M S
F
O R
M S
20'
F
O R
M S
F
O R
M S
20'
F
O R
M S
20'
BAYOU SARA REVETMENT
STORAGE AREA
LEVEE TOE
LAMBERT CONFORMAL CONIC PROJECTION 1983 NORTH AMERICAN DATUM
DITCH
X
X
STORAGE AREA
U.S. GOV'T R.O.W.
LUNCH SHELTER
OFFICE BLDG.
INVERT EL. 31.6'
INVERT EL. 29.23'
SHELTER
LOADOUT
3" CUTOFF VALVE
FLOW
DISPOSAL AREA
WASTE CONCRETE
F L
O W
M A
T T
R E
D
IM
E N
S
IO
N S
E
N
N I
A
F A
B
IC
D
IM
E N
S
IO
N S
O V
E R
A L
L
C
T
C
23ƒ" 13ƒ"
6‚" (+3/8")
24'-10ƒ" Overall length (Outside of End-Loops)
M
IS
S
IS
S
IP
P I
R
IV
E R
Safety is a Part of Your Contract
TYPICAL LAYOUT FOR SEQUENCE
OF PLACING ROWS
No Scale
PLAN
DETAIL "A"
DISPOSAL OF WASTED MATERIALS AND
REQUIRED LAYOUT FOR STACKS
No Scale
See Detail "A"
END VIEW OF
COMPLETED STACKS
No Scale
SIDE VIEW OF
COMPLETED STACKS
No Scale
OMPUTERC
IDEDA
ESIGND
RAFTINGD
PLAN
SCALE 1"=1'-0"
SECTION
SCALE 1"=1'-0"
23ƒ" 13ƒ"6…"
STACK UNDER CONSTRUCTION
COMPLETED STACKS
COMPLETED STACKS
COMPLETED STACKS
COMPLETED STACKS
25' 25'
A A A
B B B
C C
D D D
12"
4'
4'
4'
24 to 27"
24 to 27"
3'-3"
3'-6"
MAX
Bracket Dimension
-1/8" the length shown or
+1/4" the length shown
ALLOWABLE TOLERANCES
2"
2" 2"
NOTE:
1-1/2" MAX.
in excess of 2 inches.
out of position with the preceding mat on which it rests.
Ends of stacks will not be canted in excess of 2 inches.
high initial run placed on ground to be placed as required.
to be placed as required.
Additional rows of stack
Existing stacks on field
Existing stacks on field
INCENTIVE
CLAUSES
E R
I G
G N
E
L V
UE
YOUR KEY TO
HIGHER PROFITS
Prior to placing forms for casting, the ground surface to receive the forms shall be leveled and casting shall be conducted in such a manner that the top and the total height shall not exceed 3'-6"
Sides of stacks will not be canted
No individual mat will be more than ‚"
D
B
A
13 mattresses
E n d le v a t io n
1" 17ƒ" stacks, casting progressing in this direction.
ALLOWABLE TOLERANCES
FOR FABRIC
FOR STACKS
+1/4" the dimensions shown for spacing of wires in fabric
Overall Length typical dimensions
SCALE •"=1'-0"
0 2' 4' 6' 8'12''
SCALE: •'' = 1'- 0''
0 2' 4'1' 3' 5'12''
SCALE: 1'' = 1'- 0''
BAR SCALES
STACK UNDER CONSTRUCTION
Field area available for additional rows of bottom surfaces of the finished stacks shall not vary by more than 1-1/2" and
Additional rows of stacks fabric
Roadway: 20' or 58'
All excess or waste concrete in forms "A" shall be wasted in area "D".
All excess or waste concrete spilled in areas "B" and "C" shall be picked up and wasted in area "D". This must be accomplished before another pour is made on stack "A" or a new run is made adjacent to stack "A".
C A
S T
IN
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L D
T Y
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N D
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D D
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S S
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4 5
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C A
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P L
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M A
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D A
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C O
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R A
C T N
O
US ARMY CORPS
OF ENGINEERS
NEW ORLEANS DISTRICT
NUMBER
IDENTIFICATION
SHEET
D E
R
A C
M .D
G N
A N
S I E
:1
C-03
D O
N A
L D E
R A
W S
O N
H -4 -4
M J C
M J C
W P -1
-B -0
M M /D
D /2
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IN
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IS
T R
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T M
M /D
D /2
ER
I
I
G N
A V
UE
11/16''
R
1/16''
7 1/8''
1/16''1/16'' 1/16''1/16''
CAM (SEE DETAIL)
7 1/8''
1/16''1/16''1/16'' 1/16''
3/16''
1/4''
1/
6 11/16''
CROSS ROD
7 9/16''7/8''
1/
1'
1'
1'' 1''
TYPICAL
1/2'' 1/2''
TOP
F
F
3/8''
11/16''3/8''
1 1/
1 3 /8'
'RAD.
STOP LUG
1/2'' DIA. X 4' - 0 3/4'' SLOPED TO MATCH CANT
OF END ANGLE
BEARING LUG
1/2'' DIA. SHAFT
INCENTIVE
CLAUSES
E
N G
N
E
L
OMPUTER
IDED
ESIGN
RAFTING
C A D D
19/32''
7/1 6''
13/ 16''
SPACESEQUAL
1/8
1/8''R 33/64''R
3/8''
GRIND OR CHAMFER
INSIDE EDGES 3/32''
3/8'' 11/32''
9/16'' DIA. HOLE
FOR LOOSE FIT
ON 1/2'' CAM SHAFT
3/4'' 3/8'' 3/8''
TYP.
1/2'' DIA.
SHAFT
BEARING LUG (SEE DETAIL)
3/8'' 3/8'' 3/4''
3''
1'' SLOT
9/32''R
3'' 3/4''X 6''X 1/4'' REIN-
FORCING BAR LOCATED
2''
11/16'' 24' - 11''
0 1'' 2'' 3'' 4'' 5'' 6''
1/2'' = 0' 1''
12'' 0 2'1' 3'
1'' = 1' 0''
6''3''0
COVER PLATE
NO. 10GA. USS (0.1345)
1/8''
NO. 10GA.
USS (0.1345)
1/2'' 1/2''
2 3/4''
3 3/4''
NO. 10GA.
USS (0.1345)
3/41 8/
21/8 2/1/8 2 1 2/
1/ /8 3 4
1/8
1/2''
STOP LUG
1/4''X 1/2''X 1'' LG.
CROSS ROD
1''
5/8''
GRIND
1''
43/64''3/8''
1/8
STOP SLEEVE
BORE 9/16''
SLEEVE 7/16'' I.D. X 5/8'' O.D. X 3/8'' LG.
GRINDMINIMUM CLEARANCE 1/32''
IN CLOSED POSITION
1/8
7 1/8''
3/4''
3 1/4''
3/4''1''
SLOT SLEEVE
1/ 4''R
2'' 23 3/4''6 3/8''
18 1/4'' 18 3/4''
13 3/4'' 23 3/4'' 13 3/4''
(EACH SIDE)
EACH END
SECTION
TYPICAL
23 3/4'' 13 3/4'' 23 3/4'' 13 3/4'' 23 3/4'' 13 3/4'' 23 3/4''
9/16'' DIA. HOLE FOR 1/2''DIA. CROSS ROD
13 3/4'' 23 3/4'' 13 3/4'' 23 3/4'' 6 3/8''
USE 1/2'' STENCILS FOR LETTERS AND
NUMBERS; IMPRINT TO BE 1/32'' DEEP
FORMS TO BE STAMPED BY SUPPLIER;
2''
SEE DETAIL OF SCARF BOX
25' - 3''
24' - 11''
8 7/8'' 8 7/8''
7'' 7''
2''
SEE DETAIL
OF END LOOP
BOX
2 5/32'' 2 5/32''
CL
1/8
1/8
1/2'' 7/8''7/8''
COVER PLATE
NO. 10GA. USS (0.1345)
NO. 10GA. USS (0.1345)
2 1/2''
2 11/16''
SCALE 1'' = 1' - 0''
SCALE - FULL SIZE
SCALE 1/2'' = 0' 1''
PLAN
A
A
SCALE 1'' = 1' - 0''
SIDE VIEW
C
CSECTION A - A
SCALE - FULL SIZE
FRAME END VIEW
SCALE - FULL SIZE
BEARING LUG
SCALE - FULL SIZE
CAM DETAIL
D
D
SECTION D - D
SCALE - FULL SIZE
SLOT AND REINFORCING BAR
E
E
SCALE - FULL SIZE
FRAME PARTIAL SIDE VIEW
SCALE - FULL SIZE
SECTION E - E
SCALE - FULL SIZE
SECTION C - C
SCALE - FULL SIZE
SECTION F - F
SECTION B - B
END LOOP BOX DETAILS
FRONT
B
B
SCARF BOX DETAILS
TOP VIEW
FRONT VIEW
BAR SCALES
FULL SIZE
7 EQUAL ANGLES AT
22 1/2° = 157 1/2°
SCALE 1/2'' = 0' 1''
SEE FRAME END
VIEW BELOW FOR
DETAIL
1'
R
3/8''
4 3/16''
7/16'' 7/16''3/8'' 13 15/16'' 3/8'' 13 15/16'' 3/8''7/16''
4 3/16''
11/16''7/16'' 3/8''3/8''
1 1/2'' 1 1/2''
1 3/4''
3/4
1 8/
1 8/
1 5/16''
1/
1/
1 1/8''1 1/8''
1 1/16''
1 5/8''
1/2''
L
X
L 3 X 2 X 1/4
L 3 X 2 X 1/4
L 3 X 2 X 1 /4
L 3 X 2 X 1 /4
L 3 X 2 X 1 /4
L 3 X 2 X 1 /4
L 3 X 2 X 1 /4
L 3 X 2 X 1 /4
/4
L 3 X 2 X 1 /4 L 3 X 2 X 1 /4 L 3 X 2 X 1 /4 L 3 X 2 X 1 /4 L 3 X 2 X 1/4
L 3 X 2 X 1 /4
L 3 X 2 X 1/4
3/8'' DIA. WIRE SUPPORT ROD
L 3 X 2 X 1 /4
1/8
OVER EACH SLOT
1 8/
TYPICAL DETAIL OF
3/16'' (BEND ANGLE TO OBTAIN 3/16'' CANT)
(TYPICAL)
1 8/
(TYPICAL)
3' - 11 3/4''
TYP.
1/8
1' - 4'' 1' - 4''
2' - 8''
GUIDE
2' - 8'' 7 1/8''
4' - 0 3/4''
2''
SEE DETAIL OF SLOT AND REINFORCING BAR
USCEC-91
3 3/4''
TYP. TYP.
1/81/8
GG
24' - 11 1/2''
24' - 11'' 1/4''
1 8/
L 3 X 2 X 1/4
NOTE: END OF SIDE ANGLES
24' - 11''
24' - 11 7/8''
7/16''
SCALE - FULL SIZE
SECTION G - G
SIDE VIEW
1'
1'
1' - 5 3/4''
CL SLOTS FOR 2-STRAND FABRIC
WIRE (SEE SECTION A-A FOR
DETAILS OF SLOT SLEEVES).
1' - 5 3/4'' 1' - 5 3/4''
1'
1'
NO. 13GA. USS (.0897)
Safety is a Part of Your Contract
INCENTIVE YOUR KEY TO
HIGHER PROFITS
S O
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D B
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P L
O T S
C A
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P L
O T D
A T
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D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
US ARMY CORPS
OF ENGINEERS
NEW ORLEANS DISTRICT
NUMBER
IDENTIFICATION
SHEET
M
IS
S
IS
S
IP
P I
V A
L L E
Y D
IV
IS
IO
N
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T M J C
M J C
D E
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:1
H -4 -4
W P -1
-B -0
C A
S T
IN
G F
IE
L D
S T
E E
L F
O R
M F
O R C
A S
T
IN
G
M
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S
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IP
P I
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IV
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C A
S T
IN
G A
R T
IC
U L
A T
E D
C O
N C
R E
T E M
A T
T R
E S
S S
T F
R A
N C
IS
V
IL
L E
S T F
R A
N C
IS
V
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L E L
O U
IS
IA
N A
C-04
M M /D
D /2
M M /D
D /2
A C
M .D
G N
D O
N A
L D E
R A
W S
O N
A N
S I E
LC - CENTERLINE
NO. XGA. - NUMBER X GAGE
USS (X) - UNITED STATES STEEL (X)
DIA. - DIAMETER
I.D. - INTERIOR DIAMTER
O.D. - OUTER DIAMTER
LG. - LENGTH
RAD. - RADIUS
ABBREVIATIONS LIST
L
IC
IT
A T
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N N
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F
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A M
E
D W
N B
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C K
D B
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D E
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D B
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D E
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
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N A
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D A
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US ARMY CORPS
OF ENGINEERS
NEW ORLEANS DISTRICT
NUMBER
IDENTIFICATION
SHEET
M
IS
S
IS
S
IP
P I
V A
L L E
Y D
IV
IS
IO
N
C O
R P
S O
F E
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IN
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M Y E
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IN
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IC
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A D I N
G S
V D
G A
A D I N
G S
V D
MISSISSIPPI RIVER AT RED
RIVER LANDING, LA.
STATION NO. 01120
NAVD 88 (-.29)
2005 2006 2007
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 0 0
10 10
20 20
30 30
40 40
50 50
60 60
70 70
80 80
2008 2009 2010
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 0 0
10 10
20 20
30 30
40 40
50 50
60 60
70 70
80 80
90 90
2011 2012 2013
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 0 0
10 10
20 20
30 30
40 40
50 50
60 60
70 70
80 80
90 90
2014 2015 2016
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 0 0
10 10
20 20
30 30
40 40
50 50
60 60
70 70
80 80
90 90
07 JAN 2016
M J C
M J C
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S C
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N A
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D A
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C O
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US ARMY CORPS
OF ENGINEERS
NEW ORLEANS DISTRICT
NUMBER
IDENTIFICATION
SHEET
M
IS
S
IS
S
IP
P I
V A
L L E
Y D
IV
IS
IO
N
C O
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G A
A D I N
G S
V D
G A
A D I N
G S
V D
MISSISSIPPI RIVER AT
BATON ROUGE, LA.
STATION NO. 01160
NAVD 88 (-.37)
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M M /D
D /2
A C
M .D
G N
D O
N A
L D E
R A
W S
O N
A N
S I E
31 JAN 2014
2005 2006 2007
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 0 0
5 5
10 10
15 15
20 20
25 25
30 30
35 35
40 40
45 45
2008 2009 2010
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 0 0
5 5
10 10
15 15
20 20
25 25
30 30
35 35
40 40
45 45
2011 2012 2013
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 0 0
5 5
10 10
15 15
20 20
25 25
30 30
35 35
40 40
45 45
2014 2015 2016
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20
JAN
10 20
FEB
10 20
MAR
10 20
APR
10 20
MAY
10 20
JUN
10 20
JUL
10 20
AUG
10 20
SEP
10 20
OCT
10 20
NOV
10 20
DEC
10 20 0 0
5 5
10 10
15 15
20 20
25 25
30 30
35 35
40 40
45 45
File details come from the government source that posted it. Updated .