Dwgspkg3_ED 10-086_WBV-MRL 4.1.pdf
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M A
T C
H L
IN
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B /L
S T
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3,710 ,000
89°5 9’ 0"
3,711 ,000
,0
,0
,0
,0
,0
,0
8’30"
°5
3,710 ,000
3,711 ,000
8’30"
M I S S I S S I P P I R I V E R
FLOW
FLOOD SIDE
SCALE: 1’’ = 200’
200’ 200’0 400’ 600’ 800’
PLAQUEMINES PARISH, LA.
PROTECTED SIDE
STATIONING ALONG USACE BASELINE
NOTE: REFER TO DWG. TYPICAL LEVEE SECTIONS FOR TYPICAL SECTION
M A T C
H L
IN
E B /L S
T A
185°15’56
185°43’43" 190°06’41" 183°56’5
8"
.8
.9
.8
.6
.0
MAIN STREET
.7
179° 28’33
191°02’01"
MAIN STREET
191°02’01" 189°57’09"
.7
190°48’15"
ENGLISH TURN REVETMENT
2 F-1
E-2
E-1
C-1 C-2
CW-1
E-2A
LIMIT OF CONSTRUCTION
BC-65C BC-66C
BC-67C
BC-68C
BC-69C
BC-70C
BC-71C
BC-64U
.1
192°06’39"
BC-63C
TEMPORARY
ROAD EASEMENT
(CE-1)
(SURFACING REQUIRED
SEE MISCELLANEOUS DETAILS)
M A
T C
H L
IN
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B /L S
T A
F E
E T N
A V
D
F E
E T N
A V
D
225+00 230+00 235+00 240+00 245+00 250+00 255+00 260+00 265+00 275+00270+00
280+00
DESIGN GRADE, EL. 21.0
M A
T C
H L
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B /L S
T A .0
EXISTING GROUND
C-1 C-2
E-2A
E-2
CW-1
TYPICAL SECTION 1
TYPICAL SECTION 3
TRANSITION
TYPICAL SECTION 3
TRANSITION
TYPICAL SECTION 4
TRANSITION
TRANSITION
TYPICAL SECTION 1
TRANSITION
TYPICAL SECTION 4
TRANSITION
TYPICAL SECTION 1
COMPACTED FILL
1 2 3 4 5
US Army Corps fiof Engineers
NEW ORLEANS DISTRICT
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SCALE: 1’’ = 200’
200’ 200’0 400’ 600’ 800’
FLOW
M I S S I S S I P P I R I V E R
N
PROTECTED SIDE
PLAQUEMINES PARISH, LA.
E D
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M A
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L
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NOTE: REFER TO DWG. TYPICAL LEVEE SECTIONS FOR TYPICAL SECTION
08-031C-V1
183°56’5 8"
184°22’2 2"
197°46’00"
202°02’20"
°08 ’48"
212°07’14"
.0
.2
.5
MAIN STREET
EXISTING R/W
BELLE CHASSE
ENGLISH TURN REVETMENT
W
W
G
G
F-1
F-3
F-4
E-3 CW-2
DP-1
W-2
WT-1
R-2
W-1
P-2
BELLE CHASSE FERRY LANDING
R-3
LIMIT OF CONSTRUCTION
G-1
EXISTING RAILROAD STAGING
AREA FOR
WBV-MRL 3.1
(CE-4)
BC-70C
BC-71C
BC-73C
BC-74C
BC-75C
E3-A
BC-72U
W-75.6-UCL
W-75.6- UFT
DETAIL "B"
(SEE DWG. "FERRY RAMP DETAIL")
NO WORK AREA
TEMPORARY
ACCESS ROAD
(CE-2)
TEMPORARY
ROAD EASEMENT
(CE-3)
TEMPORARY ROAD EASEMENT
ACCESS ONLY AT RAILROAD
(T-1)
W-1A
E-4
W-2A
W-2B
INGRESS ONLY
NEW ORLEANS DISTRICT
S O
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U .S
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280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00
F E
E T N
A V
D
275+00
DESIGN GRADE, EL. 21.0
L
IM
IT
O
F W
O R
K
B /L S
T A
M A
T C
H L
IN
E
B /L S
T A .0
EXISTING GROUND
50’ SMOOTH TRANSITION
B/L STA. 314+00
W-1
E3-A
(EL. APROX. 27.44’)
DP-1 CW-2
NO WORK AREA
W-2
TYPICAL SECTION 1
END FULL LEVEE SECTION
B/L STA. 313+50WT-1
S T
A
S T
A
TYPICAL SECTION 1 TYPICAL SECTION 1
NO WORK AREA
E N
D F
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C T
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N S
T A
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T F
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N S
T A
R-2 R-3
OPTION AREA
TYPICAL SECTION 1
W-1A W-2A
W-2B
COMPACTED FILL
F E
E T N
A V
D
| ED10-086_06_C-02_C1 |
| ED10-086_07_C-03_C1 |
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