10-R-0050 Drawings Pkg 4.pdf
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| 10-R-0050 Drawings Pkg 3.pdf | ||
| 10-R-0050 Drawings Pkg 6.pdf | ||
| 10-R-0050 Drawings Pkg 2.pdf | ||
| 10-R-0050 Drawings Pkg 1.pdf | ||
| 10-R-0050 Drawings Pkg 8.pdf |
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SCALE:1"=4’
2’ 4’ 8’
SCALE:1"=2’
1’ 2’ 4’
C-06
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IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
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C
T y p ic a l
S e c t io n s .d g n
D A
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:3
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New Orleans District
U .S
A R
M Y C
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P S O
F E
N G
IN
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D E
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T A
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N
SCALE: 1"=2’-0"
DETAIL
PROTECTED SIDEFLOOD SIDE
" /FT.4
3’-0"
C/L SHEET PILE
#5 @ 12" O.C., E.W.
CONTRACTION JOINT
S H
E E
T P
IL
E
M
IN
C /L O
F
MATCH EXIST. GRADE
CONTRACTION JOINT
(M
IN
(SEE C-05)
COMPACTED FILL 95%
1’-0"
EXPANSION JOINT
REQ’D. PZC18 STEEL SHEET PILE
3" FILLET (TYP.)
2’-0" @ NORTH END
5’-0" @ SOUTH END
SEE PLAN ON DWG. C-05 SHEET C-05
SEE PLAN ON
3-#5 CONT. (TYP.)
(T Y
P
9"
(TYP.)
3’-0"
#5 @ 12" O.C.
SCALE: NONE
DETAIL - TEMPORARY SILT FENCE
10’ O.C.
M
IN
M
IN
EVERY 4’ (TOP AND BOTTOM OF SILT FENCE)
ANNEALED IRON WIRE (ASWG 16 GAUGE)
SAFTEY FENCE BY MEANS OF PVC-COATED
ATTACH SILT FENCE TO LEVEE SIDE OF
NOTE:
OR STEEL T-POSTS
" DIA.2
17’ LONG X 3
ROUNDED WOOD POSTS
BELOW GROUND
EMBEDDED 6"
36" SILT FENCE
FLOOD SIDE PROTECTED SIDE
SCALE: 1"=4’-0"C-05
A SECTION
SEE PLAN ON DWG. C-05 SEE PLAN ON DWG. C-05
C/L SHEET PILE
MATCH EXIST. LEVEE TOE
MATCH EXIST. LEVEE TOE
CONTRACTION JOINT
CONTRACTION JOINT
EXIST. GRADE
(SEE C-05)
(SEE C-05)
COMPACTED FILL 95%
EXPANSION JOINT
REQ’D. PZC18 STEEL SHEET PILE
SHEET C-05
SEE PLAN ON
MATCH EXIST. GRADE
2’-0" @ NORTH END
5’-0" @ SOUTH END
8’-0" @ NORTH END
5’-0" @ SOUTH END
SCALE: NOT TO SCALE
EXPANSION JOINT
"2
" R8
PAVEMENT
SURFACE OF
EXPANSION TUBE
GREASE THIS END OF THE DOWEL
PREMOLDED JOINT FILLER
ELASTOMETRIC SEALER
SMOOTH DOWEL #6 BAR
SPACING 2’-0" O.C. 1" FROM EDGE
"4
PAVEMENT
SURFACE OF
SCALE: NOT TO SCALE
CONTRACTION JOINT
SAWCUT NOTCH
CONCRETE SLABS UNLESS NOTED OTHERWISE.
27’-0" O.C. LONGITUDINAL AND LATERAL FOR ALL
CONTRACTION JOINTS SHALL BE SPACED1.
NOTE:
AND COINCIDENT WITH SHEET PILE INTERLOCK.
TRANSVERSE EXPANSION JOINTS AT 27’-0"(+/-) O.C. SPACING1.
NOTE:
ELASTOMETRIC SEALER
C-07
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C O
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R A
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E
C iv il d m
C
R a m p .d g n
D A
T E
T
IM
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:3
New Orleans District
U .S
A R
M Y C
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P S O
F E
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A
C/L LEVEE CROWN
C/L LEVEE CROWN
SCALE: NONE
SECTION
COMPACTED FILL 95%
SCALE: NONE
SECTION
B
GRADE (TYP.)
EXISTING
1:101:10 B
C
GRADE (TYP.)
EXISTING
R
O W
N L E
V E
E E
X
IS
T
TO EXISITING GRADE
SMOOTH TRANSITION
EXISTING ROAD OR GRADE
SMOOTH TRANSITION TO
C R
U S H E D S
T O
N E S
U R F A C E
1V O
N 10H
(M A X
C R
U S H E D S
T O
N E S
U R F A C E
1V O
N 10H
(M A X
1:
1:
1:
1:
SCALE: NONE
TYPICAL OBLIQUE RAMP PLAN
SIDE
PROTECTED
SIDE
FLOOD
LEGEND:
SCALE: NONE
SECTION
C
1V ON 10H (MAX.)1V ON 10H (M
AX.)
5’
10’
5’
SEPARATOR GEOTEXTILE
GEOTEXTILE (TYP.)
END OF RAMP & SEPARATOR
EXISTING GRADE
SLOPE TO DRAIN
SIDE
FLOOD
SIDE
PROTECTED
COMPACTED FILL 95%
CRUSHED STONE SURFACING
9" (LOOSE MEASUREMENT)
COMPACTED FILL 95%
SCALE: N.T.S.
SECTION - REQ’D. ROAD & ALTERNATE ACCESS ROAD
SEPARATOR GEOTEXTILE FABRIC
CRUSHED STONE AND
S T
A .7
EDGE OF CRUSHED STONE
(T Y
P
(T Y
P
(T Y P
(TYP.)
5’-0"
DETAIL ON SHEET C-06
SILT FENCE (TYP.) SEE
MULCH ALL DISTURBED AREAS.
SEEDING, & MULCHING. FERTILIZE, SEED, &
APPROXIMATE AREA OF FERTILIZING,
20’-0"
CRUSHED STONE SURFACING
9" (LOOSE MEASUREMENT)
SEPARATOR GEOTEXTILE
CRUSHED STONE SURFACING
9" (LOOSE MEASUREMENT)
SEPARATOR GEOTEXTILE
20’-0"
CRUSHED STONE SURFACING
7" (LOOSE MEASUREMENT)
SEPARATOR GEOTEXTILE
SCALE:1"=4’
2’ 4’ 8’0
SCALE:1"=2’
1’ 2’ 4’
C-08 0 5’ 10’
SCALE: 1"= 5’
T Y
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AND ADDITIONAL INFORMATION.
SEE DWG. S-01 FOR STRUCTURAL DETAILS
NOTE:
AND ADDITIONAL INFORMATION.
SEE DWG. S-01 FOR STRUCTURAL DETAILS
NOTE:
AND ADDITIONAL INFORMATION.
SEE DWG. S-01 FOR STRUCTURAL DETAILS
NOTE:
S O
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C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E d m
C
T y p ic a l
S e c t io n s .d g n
D A
T E
T
IM
E
:3
New Orleans District
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
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A N
D A
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C T
P H
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A
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S A
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D E
N M
E A
D O
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P
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G S
T A
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N
PROTECTED SIDE
FLOOD SIDE
EL. 9.80
W18X65
EL. 13.80
EL. -15.90
VARIES
EXIST. GRADE
N E
W P
Z C
I -W
A L L
IN
S
T A
L L
A T
IO
N O
F R
E M
O V
E A
F T
E R
SLOPE TO DRAIN
SCALE: 1"=4’-0"
TYPICAL SECTION - SHEET PILE BRACING (CUT CONDITION)
PILE TIP EL. (-)105.80
EL. -15.90
SLOPE TO DRAIN
PILE TIP EL. (-)115.50
EL. (-)41.20
VARIES
EL. 9.80
EL. 13.80
W18X65
N E
W P
Z C
I -W
A L L
IN
S
T A
L L
A T
IO
N O
F R
E M
O V
E A
F T
E
STEEL PILING
HP 14X89
REQ’D. CUT
STEEL PILING
HP 14X89
SCALE: 1"=4’-0"
TYPICAL SECTION - SHEET PILE BRACING (FILL CONDITION)
EXIST. GRADE
FLOOD SIDE
PROTECTED SIDE
HP14x89
EL. (-)41.20
C/L REQ’D. PZC18 STEEL SHEET PILE C/L REQ’D. PZC18 STEEL SHEET PILE
INSTALLED AS SHOWN ON DWG. C-04.
AFTER NEW PZC18 SHEET PILE IS COMPLETLY
EXISTING SHEET PILE 1’-0" BELOW GRADE
EXISTING SHEET PILE TO REMAIN. CUT/BURN
INSTALLED AS SHOWN ON DWG. C-04.
AFTER NEW PZC18 SHEET PILE IS COMPLETLY
EXISTING SHEET PILE 1’-0" BELOW GRADE
EXISTING SHEET PILE TO REMAIN. CUT/BURN
HP14x89
M A
X
M A
X
EL. 6.0 EL. 6.0
SLOPE (-)1.0%
CONC. MAT
ARTICULATED
REMOVE EXIST.
ON SHEET C-01)
MAT TO REMAIN (SEE PLAN
EXIST. ARTICULATED CONC.
OR ARTICULATED CONC. MAT
GEOSYNTHETIC MATERIAL
REMOVE EXIST.
EL. 5.02EL. 5.85 EL. 5.85 EL. 5.02
& DETAILS ON SHEET C-12)
(SEE PLAN ON SHEET C-01
MATERIAL TO REMAIN
EXIST. GEOSYNTHETIC & DETAILS ON SHEET C-12)
(SEE PLAN ON SHEET C-01
CONC. MAT TO REMAIN
MATERIAL OR ARTICULATED
EXIST. GEOSYNTHETIC
PILE TIP EL. (-)105.80
PILE TIP EL. (-)115.50
COMPACTED FILL
COMPACTED FILL
EL. 9.80
EL. 13.80
" /FT.4
SCALE: 1"=2’-0"
SCOUR PROTECTION AT SHEET PILE BRACING
COMPACTED FILL
COMPACTED FILL
STEEL PILING
HP 14X89
9"
5’-0"
12’-0"
7’-0"
W18x65
JOINT FILLER
" PREMOLDED2
3-#5 CONT.
3" FILLET
HP14x89
ARE TO BE CONTRACTION JOINTS. SEE DETAILS ON DWG. C-06.
AT 27’-0" O.C. WITH EVERY OTHER JOINT BEING AN EXPANSION JOINT. OTHER JOINTS
JOINTS SHALL BE PLACED IN SCOUR PROTECTION PERPENDICULAR TO THE WALL
NOTE:
M A
X
EL. 6.00
SHAPE OF HP 14 (TYP.)
FILLER TO FOLLOW
PREMOLDED JOINT
PROTECTED SIDE
PILE CORRUGATIONS ON
TO EXTEND INTO SHEET
CONCRETE & REBAR
TO MISS H-PILES.
MID-DEPTH SPACED
#5 @ 12" O.C., E.W., SHEETING NOT SHOWN.
SHEET PILE. EXISTING
C/L REQ’D. STEEL
M A
X
EL. 13.80
EL. 9.80
VARIES
20’-0" CRUSHED STONE ROAD
N E
W P
Z C
I -W
A L L
IN
S
T A
L L
A T
IO
N O
F R
E M
O V
E A
F T
E R
VARIES (SEE SHEET C-04)
(SEE SHEET C-04)
EL. 6.0 EL. 5.02
10’-0" 10’-0"
SHEET C-04)
EL. VARIES (SEE
SLOPE (-)1.0%
7" THICK CRUSHED STONE ROAD
SCALE: 1"=5’-0"
TYPICAL SECTION - SHEET PILE BRACING NEAR ROAD
ADDITIONAL INFORMATION
SEE TYPICAL SECTIONS ABOVE FOR
NOTE:
EL. 5.85
SLOPE (-)1.0%
REQ’D. ROAD
MATCH EDGE OF
GRADE
EXIST.
C/L REQ’D. PZC18 STEEL SHEET PILE
C-09
X
IS
T
IN
G D
IS
C H
A R
G E P
IP
E S
E L E
V A
T
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N A
N D S
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N
SCALE:1"=4’
2’ 4’ 8’
SCALE:3/8"=1’
2’ 4’ 6’
S O
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IT
A T
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N N
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F
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D W
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D E
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2 3
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A
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M A
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A P
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D A
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F
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D B
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P L
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C A
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P L
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D A
T E
M A
R K
D E
S C
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E d m
C
T y p ic a l
P ip e r o s s in g .d g n
D A
T E
T
IM
E
:3
New Orleans District
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
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N E
W O
R L E
A N
S L
O U
IS
IA
N A
M E
T A
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A
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T S
U
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A N
D A
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H
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E C
T S
C O
N S
U L T
IN
G E
N G
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L
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C -0
T y p ic a l P ip e C ro s s in g .d g n
S .M .L
K .L .L
A .D .S
A .F .G
L A
F O
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C H
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A R
IS
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N A
L A
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S E T
O G
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D E
N M
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D O
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H U
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K R
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N P
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C T
P H
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S A
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D E
N M
E A
D O
W P
U M
P
IN
G S
T A
T
IO
N
A
EL. +13.80
AUTHORIZED ELEVATION
TIP EL. - 41.2
SHEET TIP EL. - 15.9
EXIST. PZ-27 SHEET PILE
4’-0"7’-0" (+/-)3’-0"
3’-0"
C/L EXIST. I-WALL
PROTECTED SIDE FLOOD SIDE
SHEET PILE WALL
C/L REQ’D. PZC18
THICKNESS PIPE TO REMAIN
EXIST. 48" I.D. x 0.375 WALL
THICKNESS PIPE TO REMAIN
EXIST. 48" I.D. x 0.375 WALL
TO BE REMOVED
CONCRETE I-WALL
17’-3"
3’-5" 6’-10" 7’-0"
EXISTING PUMP STATION
(SEE STRUCTURAL DWGS.)
VALVE PLATFORM
COLUMNS (SEE STRUCTURAL DWGS.)
VALVE PLATFORM SUPPORT
SCALE: 1"=4’-0"
LEVEE SECTION AT C/L 48" I.D. DISCHARGE PIPE (30" I.D. DISCHARGE PIPE SIMILAR)
3’-0"
BENT (SEE DWG. S-04)
C/L REQ’D. TYPE 2 PILE
BENT (SEE DWG. S-03)
C/L REQ’D. TYPE 1 PILE
BENT (SEE DWG. S-03)
C/L REQ’D. TYPE 1 PILE
B E
N T
B E
N T
B E
N T
B E
N
FINISHED GRADE
TOP OF EXIST. 48" I.D.x0.375 W.T.
MATCHES O.D. OF EXIST. PIPE PRIOR TO ORDERING.
CONTRACTOR TO VERIFY BORE DIAMETER OF FLANGE
(2) REQ’D. CLASS 125 SLIP-ON WELD PIPE FLANGES.
PILE (TYP.)
SHAPE OF
TO FOLLOW
JOINT FILLER
PREMOLDED
CONC. PILE TO REMAIN
EXISTING CONC. BENT AND
EXIST. VALVE BOX
CUT CONC. PILE TO 1’-0" BELOW GRADE.
EXISTING CONC. BENT CAP TO BE REMOVED.
6’-0"
PENETRATION; SEE SHEET S-07
REQ’D. FRAMED SHEET PILE
SEE SHEET S-07
PIPES INCLUDING VALVE BOXES
TO BE UTILIZED UNTIL PERMANENT COMPONENTS ARE INSTALLED
EL. 6.00
NEW PIPE
(1) 30"I.D. REPLACE WITH
REMOVE EXIST. (2) 48"I.D. &
C/L REQ’D. DRESSER STYLE COUPLING
REPLACEMENT PIPE STRAPS.
STRAPS PRIOR TO FABRICATION OF
PATTERN OF EXIST. PIPE HOLD DOWN
CONTRACTOR TO FIELD VERIFY BOLT
DETAILS OF NEW PIPE STRAPS.
BOLTS. SEE SHEETS S-03 & S-04 FOR
MIN. EMBEDMENT) MATCH DIA. OF EXIST.
REPLACED WITH S.S. EXP. ANCHORS (6"
BE REPLACED AS REQ’D. ANCHORS TO BE
EXIST. HOLD DOWN STRAP & HARDWARE TO
COUPLER
EXIST.
& (1) 30"I.D. PIPES.
EXIST. PIPE PRIOR TO ORDERING. TYP. @ (2) 48"I.D.
BORE DIAMETER OF FLANGE MATCHES O.D. OF
AT EACH END OF VALVE. CONTRACTOR TO VERIFY
(1) CLASS 125 SLIP-ON WELD FLANGE REQ’D.
ACTUATOR & BACKUP HAND WHEEL.
C/L 150# BUTTERFLY VALVE W/ ELECTRIC
REMOTE
LOCAL
S
T
O
P
(YES)
CLOSE
OPEN
(NO)
Limitorque
PZC-18 (AUTHORIZED EL. +13.8)
REQ’D. STEEL SHEET PILE WALL
PZC-18 (WALL TIP EL. - 41.2)
STEEL SHEET PILE WALL
"=1’-0"8
3SCALE:
SECTION
A
EL. 9.80
C/L W18x130
D
IS
C H
A R
G E T
U B
E x .3
W .T
C /L E
X
IS
T "I .D
D
IS
C H
A R
G E T
U B
E x .3
W .T
C /L E
X
IS
T I.
D
D
IS
C H
A R
G E T
U B
E x .3
W .T
C /L E
X
IS
T "I .D
6’-0"
H S
S F
R A
M E
D S
H E
E T P
IL
E
S H
E E
T S -0
P E
N E
T R
A T
IO
N S
E E
HSS FRAMED SHEET PILE PENETRATION (SEE SHEET S-07)
C/L W18x65
C-10
F E
N C
IN
G D
E T
A
IL
S
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E d m
C
F e n c
D t a il .d g n
D A
T E
T
IM
E
:3
New Orleans District
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
M E
T A
IR
IE
L
A
T
H S
T S
U
IT
E
A N
D A
R C
H
IT
E C
T S
C O
N S
U L T
IN
G E
N G
IN
E E
R S
L
IN
F
IE
L D
H U
N T
E R
J
U N
IU
S
/1
/2
/1
/2
H -4 -4
-7 d -m
C -1
F e n c e D e ta il .d g n
S .M .L
K .L .L
A .D .S
A .F .G
L A
F O
U R
C H
E P
A R
IS
H L
O U
IS
IA
N A
L A
R O
S E T
O G
O L
D E
N M
E A
D O
W
H U
R R
IC
A N
E R
IS
K R
E D
U C
T
IO
N P
R O J E
C T
P H
A S
E R
E P
A
IR
S A
T G
O L
D E
N M
E A
D O
W P
U M
P
IN
G S
T A
T
IO
N
XXXXX
X
X
X
X
X
X
X
X
X
X
XXXXX
X
X
X
X
X
X
X
X
X
X
XXXXX
X X X X X
XXXXX
XXX
X
X
X X X
XXXX
XXXX
X X X X
XXXX
XXXX
X X X X
XXXX
XXXXX
X X X X X
XXXXX
XXXX
X
X
X X X
XXX
16" MIN. DIA.
M
IN
10’-0" MAXIMUM 10’-0" MAXIMUM
LINE POST EQUALLY SPACED
10" MIN. DIA.
F A
B R
IC
W
ID
T
H
FENCE NOTES
CHAIN - LINK SECURITY FENCE DETAIL
" MIN. DIA.)8
1. FENCE HEIGHT = 8’-0" W/ BARBED WIRES.
2. DOUBLE SWING GATE = 8’-0" HIGH W/ BARBED WIRES.
5. STEEL FENCE POST:
HOT-DIP GALVANIZED INSIDE AND OUT.
3. FENCE FABRIC SHALL BE 2" HOT-DIP GALVANIZED STEEL MESH,
A.
B.
C.
6.
7.
4. FENCE FABRIC TO BE CONNECTED TO POST END, CORNER AND GATE
(MIN.) X 1 GALVANIZED STEEL TENSION BANDS SPACED 15’’ O.C.
SPACED 15’’ O.C. (MAX.).
BOTTOM TENSION WIRE SHALL BE CONTINUOUS #6 GAGE GALVANIZED
COIL SPRING TENSION WIRE.
’’ STEEL4
BRACING FOR END, CORNER AND GATE POSTS SHALL BE 1
SPACED 15" O.C. (MAX.). TOP AND BOTTOM EDGE TO BE TIED (MAX)
TO THE CONTINUOUS #6 GAGE TENSION WIRE WITH #9 GAGE
ALUMINUM HOG RINGS SPACED 24" O.C. (MAX.). FABRIC TO BE
ATTACHED TO LINE POST WITH #9 GAGE ALUMINUM TIE WIRES
PIPE (SCH. 40) (1.66" O.D.) HOT-DIP GALVANIZED INSIDE AND OUT.
BRACING PIPE TO EXTEND FROM END, CORNER AND GATE POSTS TO
ROD FROM THE END OF THE BRACE AND FASTENED TO THE END OF
THE BRACE AND FASTENED TO EACH POST WITH GALVANIZED
PRESSED STEEL FITTINGS.
" GALVANIZED STEEL TENSION BARS AND #14 GAGE4
" X 4
WITH
DIAMOND COUNT WITH TWISTED EDGES.2
HEIGHT OF 96’’, 34-
AND BOTTOM SELVAGE SHALL BE KNUCKLED.
FABRIC SHALL COMPLY WITH THE CHAIN LINK FENCE MANUFACTURER’S
INSTITUTE (CLFMI) "STANDARD GUIDE FOR METALLIC-COATED STEEL
CHAIN LINK FENCE AND FABRIC". TOP SELVAGE SHALL BE TWISTED
AS SHOWN ON DRAWINGS.
PER FT.) HOT-DIP GALVANIZED INSIDE AND OUT, SPACED
LINE POSTS: TYPE I, ROUND 2.375 INCH O.D. (3.65 LBS.
INSIDE AND OUT. GATE POSTS SHALL HAVE DOME STYLE POST CAPS.
O.D. (3.65 LBS. PER FT.) HOT-DIP GALVANIZED
END CORNER OR PULL POSTS: TYPE I, ROUND 2.375 INCH
TOP RAILS: 1.625 INCH O.D. (2.27 LBS. PER FT.)
’’ Ø GALVANIZED ADJUSTABLE TRUSS8
FIRST LINE POST. PROVIDE
8. BARBED WIRE SHALL BE THREE STRANDS, FOUR POINT PATTERN,
GAGE STEEL LINE2
EACH STRAND COMPOSED OF TWO TWISTED 12
WIRES, GALVANIZED AFTER TWISTING.
BARBED WIRE, FASTENED BY TENSION BANDS AND SHALL BE CAPPED.
CONSTRUCTION AND HOT-DIP GALVANIZED.
9.
10. GATE POST SHALL BE EXTENDED TO RECEIVE THREE (3) STRANDS OF
BARBED WIRE ARMS SHALL BE PRESSED STEEL OR MALLEABLE IRON,
AND HOT-DIP GALVANIZED. EACH ARM SHALL CARRY THREE (3)
BARBED WIRES SECURELY FASTENED. ARMS SHALL BE SECURELY
FASTENED TO ALL POST AND SET AT 45^ ANGLE OUTSIDE OF THE
FENCE LINE.
11. ALL FITTINGS SHALL BE MALLEABLE IRON OR HEAVY PRESSED STEEL
12.
" STEEL PIPE (SCH. 40) (1.90"O.D.)2
PROVIDE HORIZ. BRACE USING 1
HOT-DIP GALVANIZED INSIDE AND OUT AND SPACED MIDWAY
BETWEEN THE TOP RAIL AND BOTTOM RAIL. VERTICAL MEMBERS
SHALL BE EXTENDED TO RECEIVE THREE (3) STRANDS OF BARBED
WIRE AND SHALL BE CAPPED.
13. GATE FABRIC SHALL BE THE SAME AS FENCE FABRIC. PROVIDE
WIRES AT TOP AND BOTTOM EDGES, SPACED 12" O.C. (MAX.).
TENSION BARS AND TENSION BANDS. ALSO #9 GAGE ALUMINUM TIE
14. ALL GATES SHALL BE FURNISHED COMPLETE WITH HEAVY DUTY
A DROP ROD OR PLUNGER BAR ARRANGED TO ENGAGE THE GATE
GATE IS LOCKED.
15. CONTRACTOR SHALL NOT BEGIN INSTALLATION AND ERECTION
BEFORE FINAL GRADING IS COMPLETED, UNLESS OTHERWISE
APPROVED BY THE CONTRACTING OFFICER.
16.
SECURITY FENCE LAYOUT SHOWING ALL GATE HARDWARE.
CONTRACTOR SHALL SUBMIT FOR APPROVAL THE PROPOSED
STOP. LOCKING DEVICES SHALL BE CONSTRUCTED SO THAT THE
AND DOUBLE GATE LATCH WITH PROVISIONS FOR A PADLOCK AND
CENTER DROP ROD OR PLUNGER BAR CANNOT BE RAISED WHEN THE
(AFTER FABRICATION).
O.D. (3.65 LBS. PER FT.)1 HOT-DIP GALVANIZED INSIDE AND OUT
GATES SHALL HAVE WELDED FRAMES USING TYPE I, ROUND 2.375 INCH
FASTENING DETAILS
END OR GATE POST DETAIL
TENSION BAND DETAIL
BRACE RAIL CLAMP DETAILS
ROUND POST
TRUSS ROD
" MIN. DIA.)8
ON EXTENSION ATMS
BARBED-WIRE APRON
OR PULL POST
CORNER, END
TOP RAIL TIE WIRES
POST
LINE
(TYP.)
HOG RINGSGRADE
FABRIC
BOTTOM OF
CONCRETE BASE
WIRE
TENSION
FABRIC
CHAIN-LINK
LINE POST
TRUSS ROD
BRAE RAIL
TIE WIRES
TENSION BAR
CARRIAGE BOLT
EACH FABRIC LINK
TENSION BAR TO ENGAGE
FABRIC
AND BOTTOM OF FABRIC)
AND WITHIN 4" FROM TOP
TENSION BAND (15" O.C. MAX.
TENSION WIRE
BARBED-WIRE OR
TENSION BAND
N.T.S.
N.T.S.
EXTENSION ARM DETAILS
LINE POST CORNER POST
TRUSS ROD AND BAND
TOP OR BRACE RAIL ATTACHMENT
ROUND POST
LINE POST ATTACHMENTS
12’’
1’ -6 " 6"
(T
P
1’ -1 0"
7.
5"
YP.
" PLAIN PIN8
(TYP.)
RIVETED FLUSH
" PLAIN PIN8
(TYP.)
RIVETED FLUSH
(T
Y P
TRUSS ROD
" MIN. DIA.)8
NOTES:
3.
OF FENCE SECTIONS AND METHODS OF INSTALLATION.
AND ARE NOT INTENDED TO LIMIT OTHER TYPES
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS
ON THE OPPOSITE SIDE OF THE SECURE AREA.
ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED
CONSTRUCTED ON THE SECURE SIDE OF THE FENCE
2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE
REQUIREMENTS OF ASTM F 626.
SPECIFIED BELOW AND CONFORM TO THE LATEST
POSTS, GATES AND ACCESSORIES", AND SHALL BE AS
WITH CLFMI "INDUSTRIAL STEEL GUIDE FOR FENCE RAILS,
FENCE FRAMEWORK AND ACCESSORIES SHALL COMPLY
(TYP.)
LOCK PIN
CONCRETE BASE
(2’-0" O.C. MAX)
9 GAGE TIE WARES
FABRIC
AND BOTTOM OF FABRIC)
AND WITHIN 4" FROM TOP
TIE WIRE (15" O.C. MAX.
(TYP.)
BARBED WIRE
N.T.S.
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E d m
C
R e g r a d
U n d a m p .d g n
D A
T E
T
IM
E
:3
New Orleans District
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
M E
T A
IR
IE
L
A
T
H S
T S
U
IT
E
A N
D A
R C
H
IT
E C
T S
C O
N S
U L T
IN
G E
N G
IN
E E
R S
L
IN
F
IE
L D
H U
N T
E R
J
U N
IU
S
/1
/2
/1
/2
H -4 -4
-7 d -m
C -1
R e g ra d e U n d e r
R a m p .d g n
S .M .L
K .L .L
A .D .S
A .F .G
L A
F O
U R
C H
E P
A R
IS
H L
O U
IS
IA
N A
L A
R O
S E T
O G
O L
D E
N M
E A
D O
W
H U
R R
IC
A N
E R
IS
K R
E D
U C
T
IO
N P
R O J E
C T
P H
A S
E R
E P
A
IR
S A
T G
O L
D E
N M
E A
D O
W P
U M
P
IN
G S
T A
T
IO
N
EXIST. WATER’S EDGE
STATION
PUMP
EXIST.
STAIRS
EXIST.
TUBES
DISCHARGE
C/L EXIST.
(2) 2x12 PRESSURE TREATED HORIZONTAL BOARDS
ABOVE GRADE
STAIR LANDING
EXIST.
N
B
SCALE: 1"=10’-0"
ENLARGED PLAN NEAR EXISTING PUMP STATION
37.0’
S T
A .2
S T
A .2
.0
.6
15.8’
S T
A .6
S T
A .8
EL. 6.00
EL. 6.00
EL. 2.46EL. 2.46
EL. 5.85
EL. 5.02
EL. 2.31
EL. 1.48
EL. 2.31
EL. 1.48
EL. 5.85
EL. 5.02
EL. 5.85
EL. 5.02
D
E
15.8’
EL. 1.13
EXIST. RAMP
ADJACENT GRADE
CLEAR OF THE BRIDGE BENTS
BRIDGE AT WATER’S EDGE & 6"
TIMBERS. DRIVE 6" CLEAR OF THE
3x12 PRESSURE TREATED VERICAL
T C
H S
L O
P E O
F A
D J
A C
E N
T G
R A
D E
TUBE SUPPORT
EXIST. DISCHARGE
A D J
A C
E N
T G
R A
D E
M A
T C
H S
L O
P E O
FADJACENT GRADE
EJ
CJ
CJ
SHOWN
PLATFORM NOT
FILL AS REQ’D. UNDER EXISTING RAMP.
CONTRACTOR SHALL REGRADE TO MATCH ADJACENT GRADE AND
DISCHARGE TUBES & RAMP TO WORKABLE CONSISTENCY.
CONTRACTOR SHALL TILL LARGE "CLUMPS" OF SOIL UNDER EXIST.
NOTE:
1’-0"
ADJACENT GRADE
UNDER RAMP
EXIST. GRADE
EXIST. BRIDGE
EXIST. BRIDGE SUPPORTS
VERTICAL TIMBERS
3x12 PRESSURE TREATED
HORIZONTAL BOARDS
2x12 PRESSURE TREATED
MATCH ADJACENT GRADE.
TILL AND REGRADE TO
DISCHARGE TUBES.
EXIST. GRADE NEAR
EXISTING BRIDGE (BEYOND)
& SUPPORT PARALLEL TO
EXIST. DISCHARGE TUBE
SCALE: NONE
SECTION
A
COMPACTED FILL
PROTECTED SIDEFLOOD SIDE
EL. 6.00
STATION
PUMP
EXIST.
35.6’
EL. 2.46
SCALE: 1"=10’-0"
SECTION
B
EL. 13.80
12.0’
EL. 2.31
EL. 1.48
EXIST. 48" DISCHARGE PIPE
EL. 1.13
3’ 6’
EXPANSION JOINT
3’
CONTRACTION JOINT
SCALE: 1"=10’-0"
SECTION
D
-5
-10
25-25
-5
-10
0 25-25
SCALE: 1"=10’-0"
SECTION
C
-5
-10-10
-5
EL. 6.00 EL. 6.00
EL. 2.46
315.8’
(SEE SHEET C-08 FOR REINF.)
6" THICK CONC. SCOUR PROTECTION
15.8’
(SEE SHEET C-08 FOR REINF.)
6" THICK CONC. SCOUR PROTECTION
(SEE SHEET C-08 FOR REINF.)
6" THICK CONC. SCOUR PROTECTION
EL. 1.38
SCALE: 1"=10’-0"
SECTION
E
-5
25-25
-5
EL. 1.13
15.8’3
SLOPE TO EXIST. GRADE
NEW DISCHARGE TUBES EXIST. DISCHARGE TUBES
EXIST. DISCHARGE TUBES
0 10’ 20’
SCALE: 1"= 10’
C-11
E N
L A
R G
E D P
L A
N A
N D S
E C
T
IO
N S
R E
G R
A D
IN
G N
E A
R
E X
IS
T
IN
G P
U M
P S
T A
T
IO
N A
N D R
A
P
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E d m
C
P y r a m t t a il s .d g n
D A
T E
T
IM
E
:3
New Orleans District
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
M E
T A
IR
IE
L
A
T
H S
T S
U
IT
E
A N
D A
R C
H
IT
E C
T S
C O
N S
U L T
IN
G E
N G
IN
E E
R S
L
IN
F
IE
L D
H U
N T
E R
J
U N
IU
S
/1
/2
/1
/2
H -4 -4
-7 d -m
C -1
P y ra m a t
D e ta il s .d g n
S .M .L
K .L .L
A .D .S
A .F .G
L A
F O
U R
C H
E P
A R
IS
H L
O U
IS
IA
N A
L A
R O
S E T
O G
O L
D E
N M
E A
D O
W
H U
R R
IC
A N
E R
IS
K R
E D
U C
T
IO
N P
R O J E
C T
P H
A S
E R
E P
A
IR
S A
T G
O L
D E
N M
E A
D O
W P
U M
P
IN
G S
T A
T
IO
N
N.T.S.
OVERLAP AT ROLL END DETAIL
x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
ANCHOR
PIN
Pyramatfi HPTRM
Pyramatfi HPTRM
FIGURE 9:
N.T.S.
LONGITUDINAL EDGE TRENCH DETAIL
BACKFILL
COMPACTED
1’-0"
M
IN
SCOUR PROTECTION
Pyramatfi HPTRM
PIN
(T Y
P
(T Y
P
1’-6"
3’-0"
(TYP.)
(TYP.)
T O
P
IN
"Ø STEEL WASHER2
"Ø STEEL16
BACKFILL
COMPACTED
SCOUR PROTECTION
EXIST. CONCRETE MATS
SCOUR PROTECTION TO
TRANSITIONAL ELEMENT FROM
CONCRETE TO BE PLACED AS
INTO SCOUR PROTECTION
CAST EXIST. LIFTING LOOPS
DEMOLITION) .
MAT (DO NOT REMOVE DURING
REVETEMENT OIL AND GAS
CONCRETE MAT IS SUBMAR
EXIST. ARTICULATED
N.T.S.
OVERLAP AT ROLL EDGE DETAIL
Pyramatfi HPTRM
TOP OF SIDE SLOPE
M
IN
D O
W N S
L O
P E
EDGE
COVERED
EDGE
OVERLAPPING
BOTTOM OF SIDE SLOPE
PIN
1’-0"
MAX.
FIGURE 3:
N.T.S.
ANCHOR / PIN PATTERN DETIAL
Pyramatfi HPTRM f t
M a x.
1 ft Min. (Typ)
P
M A
X
(T Y
P
M A
X
4"
(TYP.)
MAX.
PIN (TYP.)
ANCHOR (TYP.)
EARTH PERCUSSION
30’-0" MAX. (TYP.)
M A
X (T
Y P
4’-0"
6" OVERLAP
PATTERN
CHECKERBOARD
TO CREATE A
OFFSET AS SHOWN
N.T.S.
SIMULATED CHECK SLOT DETAIL
FIGURE 1:
N.T.S.
PIN PATTERN DETAIL
FIGURE 5:
N.T.S.
MAT @ SCOUR PROTECTION
EXIST. ARTICULATED CONCRETE
FIGURE 8:
N.T.S.
EARTH PERCUSSION ANCHOR DETAIL
FIGURE 7:
N.T.S.
FIGURE 6: PIN DETAIL
SLOPE
PIN (OFFSET)
P
’-0
M A
X
COVERED EDGE
OVERLAPPING EDGE
ANCHOR
EARTH PERCUSSION
DIRECTION OF THE DOWN SLOPE)
DEPENDS ON DOWN SLOPE DIRECTION (i.e. SHINGLE IN THE
*Note: ARMORMAXfi HPTRM EDGE SHINGLE/OVERLAP PLACEMENT
DIRECTION OF THE DOWN SLOPE)
DEPENDS ON DOWN SLOPE DIRECTION (i.e. SHINGLE IN THE
*Note: ARMORMAXfi HPTRM EDGE SHINGLE/OVERLAP PLACEMENT
Pyramatfi HPTRM
LOAD BEARING PLATE
RETAINER
TENDON
(PREPARED SUBGRADE)
SLOPE FACE
(LOAD-LOCKED POSITION)
ANCHOR HEAD
E M
B E
D M
E N
T
(A S D
E S
IG
N E
D
PERCUSSION ANCHORS
PINS/EARTH
irrigate.
Irrigate as necessary to establish/maintain vegetation. Do not over • soil-filled mat (if desired).
Broadcast additional seed and install a Landlokfi ECB above the • place excessive soil above the mat.
Smooth soil-fill in order to just expose the top of Pyramat HPTRM. Do not •
Avoid any traffic over the mat if loose or wet soil conditions exist.• type. No tracked equipment or sharp turns are allowed on the mat.
If equipment must operate on the mat, make sure it is of the rubber-tired • flat tool.
topsoil into the mat and completely fill the voids using backside of rake or other
After seeding, spread and lightly rake 1/2 - 3/4 in. of fine site soil or •
System shall be re-seeded and soil-filled.�Installed ArmorMax•
SOIL FILLING
Pyramatfi HPTRMs.
refer to Page 6 of the Installation Guidelines for Landlokfi TRMs and concrete, headwalls, etc.), For applications that require special transitions (i.e. connections to riprap, •
SPECIAL TRANSITIONS
Engineer (see Figure 10).
length, anchor size, and washer width shall be determined and approved by designed using Type 2 earth percussion anchors. Earth percussion anchor particularly at the soil/air interface Non-structural applications are typically connected to a stainless steel tendon to fully enhance corrosion resistance mechanical strength and durability both during installation and in service, alloy, gravity die cast and heat treated to give considerable increase in
Earth Percussion anchors are made of corrosion resistant aluminum •
Consult project plans and/or specifications for tie down device details.
pH and design life of the pin, galvanized or stainless steel pins may be required.
soils. Heavier metal stakes may be required in rocky soils. Depending on soil ground penetration to resist pullout. Longer pins may be required for looser to the soil surface. Pins should be between 6-24 in. long and have sufficient washer at the head of the pin (see Figure 9). Metal pins should be driven flush
Metal pins should be at least 0.20 in. diameter steel with a 1 1/2 in. steel •
GROUND PINNING DEVICES
percussion anchors on 4 ft. centers (see Figure 8).
Terminal trench pinning devices should be spaced on 12 in. centers and earth
Pin, backfill and compact end of mat in terminal trench (see Figure 8). • the toe of slope (see Figure 8).
Excavate terminal trench 12 in. wide by 12 in. deep minimum 12 in. from • heights less than 60 ft.
intervals (see Figure 7) or across the midpoint of the slope height for slope
4 in. centers and one row of earth percussion anchors on 4 ft. centers at 30 ft.
Figure 7. This method includes placing two staggered rows of pins 4 in. apart on
For slope heights greater than 45 ft., install simulated check slots per •
Anchor/Pin Pattern Detail (see Figure 4) and Pin Pattern Detail (see Figure 6).
percussion anchors for appropriate frequency and pattern shown on the
Secure mat using suggested ground pinning devices and earth • and with one row of earth percussion anchors on 4 ft. centers (see Figure 5).
with two rows of ground pinning devices staggered 12 in. apart on 12 in. centers
B. Roll end overlap: 12 in. minimum overlap with upslope mat on top. Secure earth percussion anchors on 4 ft. centers (see Figure 4).
with one row of ground pinning devices on 12 in. centers and with one row of
A. Roll edge overlap: 6 in. minimum overlap with upstream mat on top. Secure follows:
Continue installation as described above, overlapping adjacent rolls as • and with earth percussion anchors on 4 ft. centers (see Figure 3).
Secure longitudinal edge trench with pinning devices on 12 in. centers •
Unroll mat down the slope over the compacted initial trench.• directed and approved by Engineer.
and secure in trench in same manner. Backfill and compact soil into trench as earth percussion anchors on 4 ft. centers (see Figure 2). Position adjacent rolls the initial trench and secure with pinning devices on 12 in. centers and with
Beginning at the downstream end of prevailing winds, place roll end into • longitudinal edge trenches shall be located along the first and last installed rolls.
along both sides of the installation to bury edges of mat (see Figure 3). The
Excavate longitudinal edge trenches 12 in. wide x 12 in. deep minimum • crest of slope (see Figure 2).
Excavate initial trench 12 in. wide x 12 in. deep minimum 2-3 ft. over •
System on a slope.
�Figure 1 shows general installation layout and details for ArmorMax•
INSTALLATION ON A SLOPE
rates.
Consult project plans and/or specifications for seed types and application • reseeded.
Apply seed to soil surface before installing mat. Disturbed areas shall be •
SEEDING
Do not mulch areas where mat is to be placed.• needed.
Incorporate amendments such as lime and fertilizer and/or wet the soil, if •
Prepare seedbed by loosening the top 2-3 in. minimum of soil.• contact with soil surface.
rocks, clods, vegetation or other objects so the installed mat will have direct and approved by Engineer. Subgrade shall be uniform and smooth. Remove all
Grade and compact area of ArmorMaxfi System installation as directed •
SITE PREPARATION
third party.
System be performed by a qualified independent �monitoring of the ArmorMax contractor with at least two weeks notice. Also, Propex suggests that installation a representative from Propex. This meeting shall be scheduled by the
A pre-construction meeting should be held with the construction team and •
PRE-CONSTRUCTION
SYSTEM ON A SLOPE (NON-STRUCTURAL APPLICATION)�ARMORMAX
FIGURE 4: ARMORMAXfi HPTRM
FIGURE 2: ARMORMAXfi HPTRM
DURING DEMOLITION. LIMITS OF INSTALLATION ARE FROM
IS DEPENDANT UPON GEOTEXTILE MATERIAL DISTURBED
*Note: REINFORCED VEGITATION SYSTEM REPLACEMENT
C-12
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R T
IC
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A T
E D
NOTE:
ARMORMAX PRODUCT IS DETAILED ON
THIS SHEET. CONTRACTOR MAY PROVIDE
ANOTHER EQUIVALENT PROPRIETARY SOURCE.
C-13
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D A
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M A
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D E
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N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E d m
C im b t a il .d g n
D A
T E
T
IM
E
:3
New Orleans District
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
M E
T A
IR
IE
L
A
T
H S
T S
U
IT
E
A N
D A
R C
H
IT
E C
T S
C O
N S
U L T
IN
G E
N G
IN
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R S
L
IN
F
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/1
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T im b e r
M a t
D e ta il .d g n
S .M .L
K .L .L
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A .F .G
L A
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(3-REQUIRED)
12" X 4’-0" X 20’-0"
TIMBER MAT
OR TIMBER
EARTHEN RAMP
20’-0"
4’-0" 4’-0"
OR TIMBER
EARTHEN RAMP
CL PUMP
5’-0" (+) 5’-0" (+)
(M
IN
5’-0"
(TYP.)
(TYP.)
UTILITIES
GAS & OIL
EXISTING
HAND TAMP FILL WITHIN THIS AREA
MIN COVER OVER PIPLINES
REQUIRED TO ATTAIN 3’
TEMPORARY FILL AS
EXISTING LEVEE (ADD
1-1/4" DIAMETER STEEL RODS
SCALE:1"=2-0"
TIMBER RAMP SECTION AT OIL & GAS UTILITY CROSSING
"=1’-0"8
3SCALE:
SECTION
A
EARTHEN RAMP
1V ON 3H (TYP.)
12" X 4’ X 12’ (TYP.)
BACKGROUND
TIMBER MAT IN
4’-0"4’-0"4’-0"
6’-0"
1’-0" MIN
GAS UTILITIES
EXISTING OIL &
NOTE: SEE SHEET R-05 FOR EXISTING GAS AND UTLITIES
(3- REQUIRED)
12" X 4’ X 20’
TIMBER MAT
COMPACT FILL (TYP.)
MIN COVER OVER PIPLINES
REQUIRED TO ATTAIN 3’
TEMPORARY FILL AS
EXISTING LEVEE (ADD
(M
IN
SAFETY FENCE
SCALE: NONE
SECTION
SCALE: NONE
PROTECTED SIDE
100’0 50’
SCALE:1"=50’
N
PROTECTION (TYP.)
REQ’D. SCOUR
LOCATION TABLE THIS DWG.
W/ BRACING (TYP.) SEE
REQ’D. SHEET PILE WALL
DWGS. S-08 THRU S-18
REQ’D. BRIDGE; SEE
0+00
SCALE: 1"=50’-0"
PLAN - CONSTRUCTION SIGNING
TRUCKS
ENTERING
HIGHWAY
W20-1
G20-2A
W14-12
END
ROAD WORK
ROAD
WORK
AHEAD
STOP
R1-1
W14-12
HIGHWAY
ENTERING
TRUCKS
G20-2A
END
ROAD WORK
W20-1
ROAD
WORK
AHEAD
208+26
209+00
210+00
+00
+002
9+
0+
0+00
1+00
2+00
3+00
4+00
5+0
6+0
7+0
8+0
+0
+0
+3
+0
101+
102+
103+
104+00
105+00
106+00
107+00
GROUND
NATURAL
DRAINAGE SERVITUDE
PROPERTY LINE OR
SAFETY FENCE
STEEL T-POSTS
" DIA.2
1ROUNDED 3
1’-0"
(M A
X
IM
U M
(M
IN
IM
U M
OR STEEL T-POSTS
" DIA.2
17’ LONG x 3
ROUNDED WOOD POSTS
10’ O.C.
WOOD POSTS OR
47" FABRIC FOR SAFETY FENCE
ZINC COATED HOG WIRE MESH
OPERATION.
ACCESS RAMP FOR APPROVAL SHOWING ALIGNMENT TO SUIT ITS PARTICULAR CONSTRUCTION
RELATED VEHICULAR TRAFFIC. CONTRACTOR SHALL SUBMIT SAFETY FENCING PLAN FOR LEVEE
DURING CONSTRUCTION AND AFTER HOURS FROM PEDESTRIANS AND NON-CONSTRUCTION
CONTRACTOR TO PROVIDE SAFETY FENCE (SEE DETAIL ABOVE) TO SECURE THE JOB SITE
NOTE:
P.I.23
USACE BASELINE
PROJECT BASELINE
USACE BASELINE STATIONING
PROJECT BASELINE STATIONING
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D E
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S U
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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
D A
T E
M A
R K
D E
S C
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IP
T
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E d m
C
C o n s t r u c t io ig n a g e .d g n
D A
T E
T
IM
E
:3
:2
New Orleans District
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
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W O
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G S
T A
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SCALE: NOT TO SCALE
TYPE III BARRICADE
1’-8" 1’-8"
4’-0" (L)
5’-0" (H)
MIN.3’-0"
direction of traffic
Rails facing one
Minimum Height (H)
Minimum Length (L) of Rail
Maximum Width (W) of Rail
Minimum Width (W) of Rail 8 in.
12 in.
4 ft.
6 in.
5 ft.
3 Number of Reflectorized
12" DIA. CONC.
W
Width of Stripes (S)
6" (S)
PROTECTED SIDE
100’0 50’
SCALE:1"=50’
N
PROTECTION (TYP.)
REQ’D. SCOUR
LOCATION TABLE THIS DWG.
W/ BRACING (TYP.) SEE
REQ’D. SHEET PILE WALL
DWGS. S-08 THRU S-18
REQ’D. BRIDGE; SEE
YIELD
R2-1
SPEED
LIMIT
W6-3
R1-2
OM3R
OM3R
W6-3
R2-1
SPEED
LIMIT
SCALE: 1"=50’-0"
PLAN - PERMANENT SIGNS
STOP
R1-1
DETAIL THIS SHEET
TYPE III BARRICADE; SEE
KEEP OFF LEVEE CROWN
PER SOUTH LAFOURCHE
LEVEE DISTRICT
VIOLATORS WILL
BE PROSECUTED
R2-1
SPEED
LIMIT
STOP
R1-1
24"
16"
DETAIL THIS SHEET
TYPE III BARRICADE; SEE
W/ BLACK BORDER
WHITE BACKGROUND
" BLACK LETTERS ON4
ALUMNINUM SIGN (0.080)
208+26
209+00
210+00
+00
+002
9+
0+
0+00
1+00
2+00
3+00
4+00
5+0
6+0
7+0
8+0
+0
+0
+3
+0
101+
102+
103+
104+00
105+00
106+00
107+00
P.I.23
USACE BASELINE
PROJECT BASELINE
PROJECT BASELINE STATIONING
USACE BASELINE STATIONING
C-15
P E
R M
A N
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T S
IG
N
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F
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A M
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D W
N B
Y
C K
D B
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D E
S
IG
N E
D B
Y
D E
S C
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IP
T
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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
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
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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
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E d m
C
P e r m a n e ig n a g e .d g n
D A
T E
T
IM
E
:3
:3
New Orleans District
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
M E
T A
IR
IE
L
A
T
H S
T S
U
IT
E
A N
D A
R C
H
IT
E C
T S
C O
N S
U L T
IN
G E
N G
IN
E E
R S
L
IN
F
IE
L D
H U
N T
E R
J
U N
IU
S
/1
/2
/1
/2
H -4 -4
-7 d -m
C -1
P e rm a n e n t S ig n a g e .d g n
S .M .L
K .L .L
A .D .S
A .F .G
L A
F O
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C H
E P
A R
IS
H L
O U
IS
IA
N A
L A
R O
S E T
O G
O L
D E
N M
E A
D O
W
H U
R R
IC
A N
E R
IS
K R
E D
U C
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N P
R O J E
C T
P H
A S
E R
E P
A
IR
S A
T G
O L
D E
N M
E A
D O
W P
U M
P
IN
G S
T A
T
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