DwgSet11.pdf
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Set 11 of Drawings
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| File | Type | Posted |
|---|---|---|
| DwgSet05.pdf | ||
| DwgSet15.pdf | ||
| DwgSet02.pdf | ||
| DwgSet03.pdf | ||
| DwgSet01.pdf | ||
| DwgSet14.pdf | ||
| DwgSet04.pdf | ||
| DwgSet12.pdf | ||
| DwgSet08.pdf | ||
| DwgSet16.pdf | ||
| DwgSet10.pdf | ||
| DwgSet13.pdf | ||
| DwgSet07.pdf | ||
| RFP Specs.pdf | ||
| DwgSet17.pdf | ||
| DwgSet09.pdf | ||
| DwgSet06.pdf |
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LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
COE BASELINEW/L
C/L LAKESHORE
DRIVE BASELINE
BOLLARD
(SEE SHEET
C-501 TYP.)
SCALE: 1"=10’
LAKE TERRACE BOLLARD & SAFETY BARRIER LOCATION PLAN
STA. 22+10.88
32.54’ RT.
N=558864.711
E=3678842.276
STA. 22+47.10
33.94’ RT.
N=558878.499
E=3678874.446
STA. 21+80.57
31.47’ LT.
N=558907.517
E=3678785.874
STA. 22+35.65
30.80’ LT.
N=558932.501
E=3678836.951
NEW
CROSSWALK
END CURB
LAKESHORE DR. B/L
STA. 21+94.93
20.00’ RT.
END CURB
LAKESHORE DR. B/L
STA. 21+94.24
25.50’ RT.
BEGIN CURB
LAKESHORE DR. B/L
STA. 22+52.80
26.63’ RT.
VULCAN STEEL BARRIER
OR APPROVED EQUAL
F
IL
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A M
E
D W
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US Army Corps of Engineers
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M A
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SHEET
IDENTIFICATION
L A
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P O
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C H
A R
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IN
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IN
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B lv d
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M e ta ir ie
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A R
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D R
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F L
O O
D W
A L
L
G A
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S
L P
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.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
NOTES:
1. REFER TO SHEET C-105 FOR
WALL LINE TABULATION.
2. REFER TO REFERENCE
DRAWINGS CS101 THRU
CS602 FOR UTILITY INFORMATION
& EASEMENT LOCATIONS.
3. REFER TO SHEETS G-102 & G-103
FOR COE PROJECT BASELINE
TABULATIONS.
4. ALL STATION CALLOUTS ARE
BASED ON WALL LINE
LOCATED ALONG THE FLOOD
SIDE FACE OF THE WALL STEM.
5. REFER TO CS-602 FOR UTILITIES
THAT MUST BE RELOCATED.
C-115
LAKESHORE DRIVE AT RAIL STREET PLAN
LIMITS OF CONSTRUCTION
COE BASELINE
W/L
SCALE: 1" = 20’
GROUT WITH
BENTONITE SLURRY
2 SECTION
SCALE: N.T.S.
FLOOD SIDE PROTECTED SIDE
1a SECTION
SCALE: N.T.S.
EL. 16.13
EL. 12.13
PROVIDE SHEET PILE
TO EL. 16.0
CONDITION #1
BEFORE PLACEMENT OF BASE SLAB
FLOOD SIDE PROTECTED SIDE
1b SECTION
SCALE: N.T.S.
CONDITION #2
AFTER PLACEMENT OF BASE SLAB
FLOOD SIDE PROTECTED SIDE
EL. 16.0
EL. 15.13
EL. 12.13
PLACE PART OF STEM
WITH BASE SLAB
EL. 16.00
PZ 22
TIP EL. 0.0
PZ 22
TIP EL. -21.9
40’0 20’
SCALE:1"=20’
PZ 22
TIP EL. -25.0
TEMPORARY FLOOD
PROTECTION SHEET PILE
F
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M A
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SHEET
IDENTIFICATION
L A
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P O
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C H
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IN
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US Army Corps of Engineers
Hurricane Protection
Office
A P
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C-116
40’0 20’
SCALE:1"=20’
LAKESHORE DRIVE AT LAKE TERRACE PLAN
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
W/L
COE
BASELINE
SCALE: 1" = 20’
GROUT WITH
BENTONITE SLURRY
GROUT WITH
BENTONITE SLURRY
1 SECTION
SCALE: N.T.S.
FLOOD SIDE PROTECTED SIDE
EL. 16.0
NOTES:
THE CONTRACTOR SHALL PROVIDE TEMPORARY FLOOD PROTECTION TO REPLACE ANY
FLOOD PROTECTION AFFECTED BY HIS OPERATIONS DURING HURRICANE SEASON WHEN
DIRECTED BY THE CONTRACTING OFFICER.
TEMPORARY FLOOD CONTROL STRUCTURES SHALL BE CONSTRUCTED TO MINIMUM EL.16’-0".
DURING HURRICANE SEASON, THE CONTACTOR SHALL ONLY CREATE GAPS IN THE
HURRICANE PROTECTION SYSTEM BY DEMOLITION OF EXISTING FLOODWALLS OR LOWERING
LEVEE CROWNS THAT CAN BE CLOSED WITHIN 48 HOURS.
THE CONTRACTOR SHALL MAINTAIN SUFFICIENT MATERIAL AND EQUIPMENT AT HAND TO
CLOSE THE GAPS WITHIN 48 HOURS DURING HURRICANE SEASON.
THE CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO THE STORAGE LOCATION FOR
TEMPORARY FLOOD PROTECTION SUPPLIES.
SEE SPECIFICATIONS FOR ADDITIONAL TEMPORARY FLOOD PROTECTION REQUIREMENTS.
1.
2.
3.
4.
5.
6.
TEMPORARY FLOOD
PROTECTION SHEET PILE
PZ 22
TIP EL. 0.0
F
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US Army Corps of Engineers
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M A
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SHEET
IDENTIFICATION
L A
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P O
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C H
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T R
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IN
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D V
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IN
IT
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E B
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K O
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L
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D R
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F L
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L
G A
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S
L P
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US Army Corps of Engineers
Hurricane Protection
Office
A P
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IL
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
1. TRANSVERSE EXPANSION JOINTS AT 30’ SPACING AND
COINCIDENT WITH SHEETPILE INTERLOCK OR WALL
EXPANSION JOINT.
2. CONTRACTION JOINTS SHALL BE SPACED 10’ OC,
LONGITUDINAL AND LATERAL FOR ALL CONCRETE SLABS,
3. SLOPES MAY BE VARIED TO MATCH INTO EXISTING
FEATURES, BUT SHALL NOT EXCEED 1V:2H.
4. REFER TO SHEET C-502 & C-503 FOR
SCOUR PROTECTION DETAILS
0 5’
SCALE: 1"= 5’
10’
C-301
A N
D L
E V
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S E
C T
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N
S
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P
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C T
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N
STRUCTURAL EXCAVATION TYPICAL T-WALL SECTION
3’
4" STAB. SLAB
EL. 17.5’
EL. 12.0’
EL. 15.0’
EL. 19.5’
EL. 16.9’
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
LIMITS OF FERTILIZING
SEEDING AND
MULCHING
LIMITS OF FERTILIZING, SEEDING
AND MULCHING
SILT AND SAFETY
FENCE
EXIST. GROUND LINE
SILT AND SAFETY
FENCE
EXIST. GROUND LINE
1.5’
2’
5’
EXIST. NECKED
DOWN I-WALL
PZ-22 SHEET PILE
EXTENDS TO EL. -25
EXISTING SHEET PILE
EXTENDS TO EL. 0
HP 14x73
EXCAVATION LIMITS
COMPACTED FILL
SEE STRUCTURAL L-WALL
S-204 FOR DETAILS
C EXIST. WALLL
SCALE: 1" = 5’
W/L STA. 1000+34.40 TO STA. 1002+76.22
C EXIST. WALLL
EL. 16.15’
1’
EXISTING GRADE
EL. 20.0’
PZ-22 SHEET PILE
EXTENDS TO EL. -25.0’
MATCH
EXISTING TOE
LIMITS OF FERTILIZING
SEEDING, AND MULCHING
LIMITS OF FERTILIZING
SEEDING, AND MULCHING
MATCH
EXISTING TOE
CONSTRUCTION LIMITS
SCALE: 1" = 5’
W/L STA. 1000+00.00 TO STA. 1000+34.4
TYPICAL SECTION
CONSTRUCTION LIMITS
EXPANSION JOINTEXPANSION JOINT
6" REINFORCE
CONCRETE
EL. 16.15’
SILT AND SAFETY
FENCE
MATCH EXISTING
TOE
EXISTING SHEET PILE
EXTENDS TO EL. 0.0’
5’
E F
D
G A
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US Army Corps of Engineers
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M A
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A P
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A T
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C R
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N
M A
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SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
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N S
C A
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C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
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U
S
A R
M Y
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G
IN
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IS
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C O
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D R
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F L
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D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
C-301
C-501
SILT AND SAFETY
FENCE
EXIST. GROUND LINE
SILT AND SAFETY
FENCE
EXIST. GROUND LINE
PZ-22 SHEET PILE
EXTENDS TO EL. -25
COMPACTED FILL
10’
5’
LIMITS OF FERTILIZING, SEEDING AND MULCHING LIMITS OF FERTILIZING, SEEDING AND MULCHING
CONSTRUCTION LIMITS CONSTRUCTION LIMITSC LEVEEL
NOTES:
1. TRANSVERSE EXPANSION JOINTS AT 30’ SPACING AND
COINCIDENT WITH SHEETPILE INTERLOCK OR WALL
EXPANSION JOINT.
2. CONTRACTION JOINTS SHALL BE SPACED 10’ OC,
LONGITUDINAL AND LATERAL FOR ALL CONCRETE SLABS,
3. SLOPES MAY BE VARIED TO MATCH INTO EXISTING
FEATURES, BUT SHALL NOT EXCEED 1V:2H.
4. REFER TO SHEET C-502 & C-503 FOR
SCOUR PROTECTION DETAILS C-301A
T Y
P
IC
A L
S T
R U
C T
U R
A L
E X
C A
V A
T
IO
N
A N
D L
E V
E E
S E
C T
IO
N
S
3’ 5’
LIMITS OF FERTILIZING, SEEDING
AND MULCHING
LIMITS OF FERTILIZING
SEEDING AND
MULCHING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
EXIST. GROUND LINE
SILT AND SAFETY
FENCE
SILT AND SAFETY
FENCE
EXIST. GROUND LINE
WALL LINE
1’
EXPANSION JOINT
6x6 W2.9x2.9
CENTER IN SLAB (TYP.)
4" STAB. SLAB
PZ-22 SHEET PILE
EXTENDS TO EL. -25
SEE STRUCTURAL T-WALL
S-204 FOR WALL DETAILS
COMPACTED FILL
EXPANSION JOINT
T-WALL
EXCAVATION LIMITS
6" REINFORCED
CONCRETE
PRE-MOLDED JOINT FILLER
AND ELASTOMERIC SEALER
WITH BACKER ROD
0 5’
SCALE: 1"= 5’
10’
TYPICAL LEVEE SECTION
SCALE: 1" = 5’
SCALE: 1" = 5’
STRUCTURAL EXCAVATION TYPICAL T-WALL SECTION
6" REINFORCED
CONCRETE
EXPANSION JOINT
EXPANSION JOINT
E F
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US Army Corps of Engineers
A P
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M A
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A P
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C R
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M A
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SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
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IN
IT
Y
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B A
N K
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B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
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U S
A
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N G
IN
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D R
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F L
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D W
A L
L
G A
T E
S
L P
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.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
C-303
6" CONCRETE
SIDEWALK
COMPACTED FILL
CROSS SLOPE
VARIES
2.5% TO 0%
CROSS SLOPE
VARIES
2.5% TO 0%
TYPICAL SECTION LAKESHORE DRIVE AT RAIL STREET
1.5%
R L
G
A J C
J F
D
PROFILE GRADE LINE
LEGEND:
NOTE:
REFER TO REFERENCE DRAWING X-014
FOR STRIPING DETAILS.
11.0’
STA. 10+95.38 TO STA. 11+50.12
BASED ON LAKESHORE DRIVE BASELINE
NTS
C/L LAKESHORE DRIVE
BASELINE
2.0’ 12.0’ 12.0’ 12.0’ 12.0’
1 1/2" SUPERPAVE ASPHALTIC CONCRETE WEARING COURSE.
3 1/2" SUPERPAVE ASPHALTIC CONCRETE BINDER COURSE.
8" CLASS II BASE COURSE (CRUSHED STONE OR RECYCLED PCCP).
1.5’ CONCRETE CURB AND GUTTER.
4" SOLID WHITE PAVEMENT STRIPE.
4" SOLID YELLOW PAVEMENT STRIPE.
4" PAVEMENT STRIPE WHITE (BROKEN LINE), MARKERS.
4" SOLID YELLOW DOUBLE PAVEMENT STRIPE.
11.0’ 10.0’
6" CONCRETE
SIDEWALK
COMPACTED FILL
CROSS SLOPE
VARIES
2.5% TO 0%
CROSS SLOPE
VARIES
2.5% TO 0%
TYPICAL SECTION LAKESHORE DRIVE AT RAIL STREET
FERTILIZE, SEED AND MULCH
1.5%
4:1 PROFILE GRADE LINE
11.0’
STA. 12+02.39 TO STA. 12+86.83
BASED ON LAKESHORE DRIVE BASELINE
NTS
C/L LAKESHORE DRIVE
BASELINE
2.0’ 12.0’ 12.0’ 12.0’ 12.0’
2.0’ FERTILIZE, SEED AND MULCH
T Y
P
IC
A L
R O
A D
W A
Y S
E C
T
IO
N S
L A
K E
S H
O R
E D
R
IV
E A
T R
A
IL
S T
R E
E T
4:1
11.0’ 10.0’
COMPACTED FILL
CROSS SLOPE
VARIES
2.5% TO 0%
CROSS SLOPE
VARIES
2.5% TO 0%
TYPICAL SECTION LAKESHORE DRIVE AT RAIL STREET
PROFILE GRADE LINE
11.0’
C/L LAKESHORE DRIVE
BASELINE
12.0’ 12.0’ 12.0’ 12.0’
6" CONCRETE
PAVEMENT
STA. 11+50.12 TO STA. 12+02.39
BASED ON LAKESHORE DRIVE BASELINE
NTS
CONCRETE
SCOUR PROTECTION
CONCRETE
SCOUR PROTECTION
T-WALL
T-WALL
4:1
FERTILIZE, SEED AND MULCH 1.5’ 24.0’ 2.0’ 24.0’ 1.5’
24.0’ 2.0’ 24.0’ 1.5’
1.5’ 24.0’ 2.0’ 24.0’ 1.5’
20.0’
15% 1.6%
CROSS SLOPE
VARIES
2.5% TO 0%
VARIES
3:1 (M
AX.)
VARIES
3:1 (MAX.)
15% 1.6%
CROSS SLOPE
VARIES
2.5% TO 0%
FERTILIZE, SEED AND MULCH
4:1
4:1
4:1
2.0’
COMPACTED FILL
COMPACTED FILL
COMPACTED FILL
6.0’
6.0’
BOLLARD
BOLLARD
1.5’1.5’
5 7
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
C iv il \S h e e ts
\4 C
-3 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
C-304
T
Y P
IC
A
L R
O A
D W
A Y
S E
C T
IO
N
S
6" CONCRETE
SIDEWALK
6" CONCRETE
SIDEWALK
COMPACTED FILL
CROSS SLOPE
VARIES
1.5% TO 0%
CROSS SLOPE
VARIES
1.5% TO 0%
5 7 7
2%2%
FERTILIZE, SEED AND MULCHFERTILIZE, SEED AND MULCH
4:1
4:1
R L
G
A J C
J F
D
PROFILE GRADE LINE
LEGEND:
NOTE:
REFER TO REFERENCE DRAWING X-014
FOR STRIPING DETAILS.
11.0’ 11.0’
22.0’ 22.0’
11.0’ 11.0’
C/L LAKESHORE DRIVE
BASELINE
VARIES
VARIES5.0’
4.0’
1 1/2" SUPERPAVE ASPHALTIC CONCRETE WEARING COURSE.
3 1/2" SUPERPAVE ASPHALTIC CONCRETE BINDER COURSE.
8" CLASS II BASE COURSE (CRUSHED STONE OR RECYCLED PCCP).
1.5’ CONCRETE CURB AND GUTTER.
4" SOLID WHITE PAVEMENT STRIPE.
4" SOLID YELLOW PAVEMENT STRIPE.
4" PAVEMENT STRIPE WHITE (BROKEN LINE), MARKERS.
4" SOLID YELLOW DOUBLE PAVEMENT STRIPE.
6" CONCRETE
SIDEWALK
6" CONCRETE
SIDEWALK
COMPACTED FILL
CROSS SLOPE
VARIES
1.5% TO 0%
CROSS SLOPE
VARIES
1.5% TO 0%
5 7 7
2%2%
TYPICAL SECTION LAKESHORE DRIVE AT LAKE TERRACE DRIVE
FERTILIZE, SEED AND MULCHFERTILIZE, SEED AND MULCH
4:1 4:1
PROFILE GRADE LINE
11.0’ 11.0’
22.0’ 22.0’
11.0’ 11.0’
C/L LAKESHORE DRIVE
BASELINE
VARIES VARIES
6.0’ 1.5’ 5.0’
4.0’
1.5’ 6.0’
GUTTER
LINE
10.0’
T-WALL
6" 6"
GUTTER
LINE
DETAIL SECTION THROUGH LAKESHORE DRIVE AT LAKE TERRACE DRIVE CONCRETE SCOUR
PROTECTION
L A
K E
S H
O R
E D
R
IV
E A
T L
A K
E T
E R
R A
C E
D R
IV
E
STA. 20+59.24 TO STA. 22+15.79
BASED ON LAKESHORE DRIVE BASELINE
NTS
STA. 22+15.79 TO 22+60.00
BASED ON LAKESHORE DRIVE BASELINE
NTS
VARIES
3:1 (M
AX.)
1.0’1.0’
7.5’7.5’
COMPACTED FILL
COMPACTED FILL
1.5’
BOLLARD
VULCAN STEEL
BARRIER OR
APPROVED EQUAL
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
C iv il \S h e e ts
\4 C
-3 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
4" STABILIZATION SLAB
FINISHED GRADE
EXCAVATE
4" STABILIZATION SLAB
EL. 12.0’
FINISHED GRADE
EXISTING I-WALL
EL. 15.0’
SHEET
PILE EXTENDS
TO EL. -25
EXISTING GRADE
EXISTING I-WALL
EXCAVATE
EXISTING GRADE
SHEET
PILE EXTENDS
TO EL. -25
EL. 19.5’
EL. 12.0’
EL. 15.0’
0 5’
SCALE: 1"= 5’
10’ 0 5’
SCALE: 1"= 5’
10’
HORIZONTAL VERTICAL
C-305
L A
K E
S H
O R
E D
R
IV
E A
T R
A
IL
S T
R E
E T
S E
C T
IO
N
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EL. 19.5’
NOTES:
1. SCOUR PROTECTION NOT SHOWN FOR CLARITY PURPOSES.
SEE SHEET C-301 FOR SCOUR PROTECTION LAYOUT.
2. SEE SHEET S-204 FOR PILE ELEVATIONS.
1V ON 6H
EL. 16.15’
EL. 16.15’
1V ON 6H
5G A
V
E F
D
C D
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
C iv il \S h e e ts
\4 C
-3 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
-50 0 50
30 30
-50 0
W/L STA. 1000+80.00
W/L STA. 1001+30.00
EXCAVATE
4" STABILIZATION SLAB
EL. 12.0’
FINISHED GRADE
EXISTING I-WALL
EL. 15.0’
SHEET
PILE EXTENDS
TO EL. -25
EXISTING GRADE
EXISTING I-WALL
EXCAVATE
EXISTING GRADE
SHEET
PILE EXTENDS
TO EL. -25
EL. 19.5’
EL. 12.0’
EL. 15.0’
C-306
L A
K E
S H
O R
E D
R
IV
E A
T R
A
IL
S T
R E
E T
S E
C T
IO
N
S
EL. 19.5’
NOTES:
1. SCOUR PROTECTION NOT SHOWN FOR CLARITY PURPOSES.
SEE SHEET C-301 FOR SCOUR PROTECTION LAYOUT.
2. SEE SHEET S-204 FOR PILE ELEVATIONS.
1V ON 6H
EL. 16.5’
EL. 16.5’
1V ON 6H
E F
D
G A
V C
D
0 5’
SCALE: 1"= 5’
10’ 0 5’
SCALE: 1"= 5’
10’
HORIZONTAL VERTICAL
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
C iv il \S h e e ts
\4 C
-3 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
-50 0 50
-50 0 50
W/L STA. 1001+80.00
W/L STA. 1002+30.00
EXCAVATE
4" STABILIZATION SLAB
EXISTING GRADE
EXISTING I-WALL
EXCAVATE
EXISTING GRADE
C-307
L A
K E
S H
O R
E D
R
IV
E A
T R
A
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S T
R E
E T
S E
C T
IO
N
S
EL. 18.0’
EL. 15.13’
EL. 12.13’
EXCAVATE
EL. 15.13’
EL. 27.63’
GATE PILASTER
EL. 11.13’
EXCAVATE
NOTES:
1. SCOUR PROTECTION NOT SHOWN FOR CLARITY PURPOSES.
SEE SHEET C-301 FOR SCOUR PROTECTION LAYOUT.
2. SEE SHEET S-204 FOR PILE ELEVATIONS.
FINISHED
GRADE
1V ON 5H
1V ON 50H
1V ON 50H
E F
D
C D
G A
V
0 5’
SCALE: 1"= 5’
10’ 0 5’
SCALE: 1"= 5’
10’
HORIZONTAL VERTICAL
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
C iv il \S h e e ts
\4 C
-3 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
-50 0 50
-50 0 50
W/L STA. 1002+80.00
W/L STA. 1003+30.00
4" STABILIZATION SLAB
EXISTING GRADE
EXISTING GRADE
C-308
L A
K E
S H
O R
E D
R
IV
E A
T R
A
IL
S T
R E
E T
S E
C T
IO
N
S
EL. 15.13’
EL. 11.13’
EL. 15.13’
EL. 11.13’
NOTES:
1. SCOUR PROTECTION NOT SHOWN FOR CLARITY PURPOSES.
SEE SHEET C-301 FOR SCOUR PROTECTION LAYOUT.
2. SEE SHEET S-204 FOR PILE ELEVATIONS.
GATE SILL ON
LAKESHORE DR.
AT RAIL ST.
GATE SILL ON
LAKESHORE DR.
AT RAIL ST.
COMPACTED FILL
COMPACTED FILL
E F
D
C D
G A
V
0 5’
SCALE: 1"= 5’
10’ 0 5’
SCALE: 1"= 5’
10’
HORIZONTAL VERTICAL
FINISHED GRADE ALONG
LAKESHORE DR.
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
C iv il \S h e e ts
\4 C
-3 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
-50 0 50
-50 0 50
W/L STA. 1003+80.00
W/L STA. 1004+20.00
EXISTING GRADE
EXISTING GRADE
C-309
L A
K E
S H
O R
E D
R
IV
E A
T R
A
IL
S T
R E
E T
S E
C T
IO
N
S
EL. 15.13’
EL. 12.13’
NOTES:
1. SCOUR PROTECTION NOT SHOWN FOR CLARITY PURPOSES.
SEE SHEET C-301 FOR SCOUR PROTECTION LAYOUT.
2. SEE SHEET S-204 FOR PILE ELEVATIONS.
COMPACTED FILL
COMPACTED FILL
EL. 18.0’
COMPACTED FILL
EL. 18.0’
EL. 15.13’
EL. 12.13’
COMPACTED FILL
4" STABILIZATION SLAB
FINISHED GRADE
11’
SIDEWALK
MATCH BACK
EDGE OF SIDEWALK
MATCH BACK
EDGE OF SIDEWALK
11’ LAKESHORE DRIVE
SIDEWALK
E F
D
C D
G A
V
0 5’
SCALE: 1"= 5’
10’ 0 5’
SCALE: 1"= 5’
10’
HORIZONTAL VERTICAL
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
C iv il \S h e e ts
\4 C
-3 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
-50 0 50
-50 0 50
W/L STA. 1004+80.00
W/L STA. 1005+30.00
EXISTING GRADE
EXISTING GRADE
C-310
L A
K E
S H
O R
E D
R
IV
E A
T R
A
IL
S T
R E
E T
S E
C T
IO
N
S
NOTES:
1. SCOUR PROTECTION NOT SHOWN FOR CLARITY PURPOSES.
SEE SHEET C-301 FOR SCOUR PROTECTION LAYOUT.
2. SEE SHEET S-204 FOR PILE ELEVATIONS.
EL. 17.5’
EL. 18.0’
EL. 15.13’
EL. 12.13’
4" STABILIZATION SLAB
FINISHED GRADE
EXCAVATE
EXCAVATE
SHEET PILING
EXTENDS TO
EL. -25
11’
MATCH BACK
EDGE OF SIDEWALK
SIDEWALK
1V ON 50H
E F
D
C D
G A
V
0 5’
SCALE: 1"= 5’
10’ 0 5’
SCALE: 1"= 5’
10’
HORIZONTAL VERTICAL
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
C iv il \S h e e ts
\4 C
-3 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
-50 0 50
-50 0 50
W/L STA. 1006+05.00
W/L STA. 1005+80.00
C-311
S E
C T
IO
N
S
NOTES:
1. SCOUR PROTECTION NOT SHOWN FOR CLARITY PURPOSES.
SEE SHEET C-301 FOR SCOUR PROTECTION LAYOUT.
2. SEE SHEET S-204 FOR PILE ELEVATIONS.
L A
K E
S H
O R
E D
R
IV
E A
T L
A K
E T
E R
R A
C
EEXISTING GRADE
EL. 17.5’
SHEET PILING
EXTENDS TO
EL. -25
COMPACTED FILL
EXISTING GRADE
EL. 18.5’
EL. 14.0’
EL. 11.0’
4" STABILIZATION SLAB
FINISHED GRADE
EXCAVATE
EXCAVATE
1V ON 5H
MATCH EXIST.
GRADE
MATCH EXIST.
GRADE
E F
D
C D
G A
V
0 5’
SCALE: 1"= 5’
10’ 0 5’
SCALE: 1"= 5’
10’
HORIZONTAL VERTICAL
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
C iv il \S h e e ts
\4 C
-3 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
-50 0 50
30 30
-50 0
W/L STA. 2002+40.00
W/L STA. 2002+00.00
C-312
E
C T
IO
N
S
NOTES:
1. SCOUR PROTECTION NOT SHOWN FOR CLARITY PURPOSES.
SEE SHEET C-301 FOR SCOUR PROTECTION LAYOUT.
2. SEE SHEET S-204 FOR PILE ELEVATIONS.
L A
K E
S H
O R
E D
R
IV
E A
T L
A K
E T
E R
R A
C E
EXISTING GRADE
COMPACTED FILL
EL. 18.5’
EL. 14.0’
EL. 11.0’
4" STABILIZATION SLAB
FINISHED GRADE
EXCAVATE
4" STABILIZATION SLAB
EL. 14.0’
EL. 10.0’
EXISTING GRADE
GATE SILL ON
LAKESHORE DR.
AT LAKE TERRACE
FINISHED GRADE ALONG
LAKESHORE DR.
1V ON 3H
6’
SIDEWALK
MATCH BACK EDGE
OF SIDEWALK
E F
D
C D
G A
V
0 5’
SCALE: 1"= 5’
10’ 0 5’
SCALE: 1"= 5’
10’
HORIZONTAL VERTICAL
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
C iv il \S h e e ts
\4 C
-3 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
-50 0 50
30 30
-50 0
W/L STA. 2003+50.00
W/L STA. 2003+00.00
1. SCOUR PROTECTION NOT SHOWN FOR CLARITY PURPOSES.
SEE SHEET C-301 FOR SCOUR PROTECTION LAYOUT.
2. SEE SHEET S-204 FOR PILE ELEVATIONS.
C-313
S E
C T
IO
N
S
L A
K E
S H
O R
E D
R
IV
E A
T L
A K
E T
E R
R A
C E
COMPACTED FILL
EL. 18.5’
EL. 14.0’
EL. 11.0’
4" STABILIZATION SLAB
FINISHED GRADE
EXCAVATE
EXISTING GRADE
FINISHED GRADE
SLOPE VARIES
4" STABILIZATION SLAB
EL. 18.5’
EL. 14.0’
EL. 11.0’
EXISTING GRADE
EXCAVATE
1V ON 3H
MATCH
EXISTING
TOE
MATCH
EXISTING
TOE
EXISTING
TOE
EXISTING
TOE
E F
D
C D
G A
V
0 5’
SCALE: 1"= 5’
10’ 0 5’
SCALE: 1"= 5’
10’
HORIZONTAL VERTICAL
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
C iv il \S h e e ts
\4 C
-3 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
-50 0 50
30 30
-50 0
W/L STA. 2004+50.00
W/L STA. 2004+10.00
C-314
E
C T
IO
N
S
NOTES:
1. SCOUR PROTECTION NOT SHOWN FOR CLARITY PURPOSES.
SEE SHEET C-301 FOR SCOUR PROTECTION LAYOUT.
2. SEE SHEET S-204 FOR PILE ELEVATIONS.
L A
K E
S H
O R
E D
R
IV
E A
T L
A K
E T
E R
R A
C E
EXISTING GRADE
EL. 17.5’
SHEET PILING
EXTENDS TO
EL. -25
COMPACTED FILLFINISHED GRADE
E F
D
C D
G A
V
0 5’
SCALE: 1"= 5’
10’ 0 5’
SCALE: 1"= 5’
10’
HORIZONTAL VERTICAL
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
C iv il \S h e e ts
\4 C
-3 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
-50 0 50
30 30
W/L STA. 2004+80.00
36" SILT FENCE FABRIC
ATTACHED TO HOG
WIRE FENCE, EMBEDDED
6" BELOW GROUND
47" FABRIC FOR SAFETY FENCE
ZINC COATED HOG WIRE MESH
WOOD POSTS OR STEEL POSTS
PER SPECIFICATIONS
(7’ LONG MIN)
(M
IN
IM
U
M
M A
X
FLOODSIDE
SILT FENCE
(EMBED IN TRENCH)
6"D X 4"W
TRENCH
6"D X 4"W
TRENCH
PROTECTED SIDE
SILT FENCE
(EMBED IN TRENCH)
FLOODSIDE
SAFETY FENCE
PROTECTED SIDE
SAFETY FENCE
SILT AND SAFETY FENCE
FLOOD SIDE DETAIL PROTECTED SIDE DETAIL
EL. 6.0
TYPICAL BOLLARD DETAIL
SCALE: N.T.S.
LAKE PONTCHARTRAIN LAKE PONTCHARTRAIN
NOTE:
BOLLARDS SHALL BE SPACED 5’ APART.
SCALE: N.T.S.
TYPICAL RAISED MEDIAN NOSE DETAIL
R = 2.0’
1/2" CONSTRUCTION
JOINT
1/2" CONSTRUCTION
JOINT
ASPHALT
C-301
C-501
DETAIL
SCALE: N.T.S.
20.0’ (MAX.) 20.0’ (MAX.)
.0
.3
10’ O.C.
2"
M
IS
C E
L L
A N
E O
U S
D E
T A
IL
S
C-501
4"
1’-6"
WELD 1/4" PLATE CAP TO
TOP, GRIND SMOOTH
3000 P.S.I.
CONCRETE
WELD 1/4" PLATE TO
BOTTOM, GRIND SMOOTH
6" SCHEDULE 40
STEEL PIPE
4" SCHEDULE 40 STEEL PIPE
TO BE PAINTED OSHA YELLOW
4 - STUD BARS
1/4"x5/8" LONG
CUT 2 - 1" DIA. HOLES,
180%%d APART.
SCALE: N.T.S.
1’-6"
10"
SCALE: N.T.S.
SECTION B
GUIDE STRIP
1/2"x1/2"x3" LONG
BAR STOCK (TYP.)
118"
1"
412"512"
3- GUIDE STRIPS - WELD TO
POST, SPACED 120%%d APART
(AS SHOWN ON SECTION B)
120%%d (TYP.)
2116"
B B
10"
HOLE IN 10" x 10" PLATE
3" x 1/2" SLOTTED HOLE
IN 10" x 10" PLATE
1/2" HOLE DRILLED
IN 10" x 10" PLATE
STEEL 3" x 3" x 1/4" x 1" WIDE
"L" BRACKET WITH 1/2" HOLE,
WELDED TO 4 " PIPE
4" LONG STEEL "U" CHANNEL,
WELDED TO THE BOTTOM OF
PLATE
1/2" STEEL PLATE 10" x 10", WITH HOLE CUT TO MATCH
THE INSIDE DIAMETER OF
THE 6" PIPE & WELDED TO
TOP OF 6" PIPE
E F
D
G A
V C
D
2A
DETAIL A
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
C iv il \S h e e ts
\4 C
-5 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
C-502
A B C
C
O U
R P
R O
T E
C T
IO
N
D E
T A
IL
S
SMOOTH DOWEL
#6 BAR
GREASE THIS END
OF THE DOWEL
PREMOLDED
JOINT FILLER
EXPANSION TUBE
SURFACE OF PAVEMENT
SPACING 2’ O.C.
1" FROM EDGEELASTOMERIC SEALER 12"
18"R
CONCRETE
KEY
LEVEE CROWN EL. 19.5
30’-0"5’-0" 5’-0"
EXPANSION JOINT6" CONCRETE SCOUR
PROTECTION
LIMIT OF
FLOODWALL
SHEETPILE TIP
PZ22
FLOODWALL
BASE
EL. VARIES
EXPANSION JT.
(NO DOWELS)
LEVEE SLOPE
1V ON 3H
NATURAL GROUND
#5
2" FILLET
6X6 W2.9x2.9
9"
CONTRACTION JOINTS SHALL BE SPACED 10 FT. O.C.
LONGITUDINAL AND LATERAL FOR ALL CONCRETE SLABS.
NO REINFORCING STEEL OR DOWELS SHALL BE
USED FOR ANY TEMPORARY WORK.
TEMPERATURE STEEL AND DOWELS SHALL BE INCLUDED
FOR ANY PERMANENT WORK.
1.
2.
3.
NOTES:
TYPICAL CONCRETE KEYS FOR SCOUR PROTECTION
TYPICAL FLOODWALL AND LEVEE TIE-IN SCOUR PROTECTIONSCALE: N.T.S.
SCALE: 1"=5’
SCALE: N.T.S.
C-503
C-502
#5 @ 12"
1’ OVERLAP
TOP OF FLOODWALL
SCALE: N.T.S.
2TYPICAL EXPANSION JOINT
C-502
C-503
#5@12
TOP OF T-WALL
FOOTING
WWF
TYPICAL CONCRETE KEY AT T-WALL
FOOTING FOR 6" SCOUR PROTECTION
9"
12" PREFORMED
JOINT FILLER
#5@8, 8" LONG
SCALE: N.T.S.
3DETAIL
#5 12"
TOP OF CROWN 14" / FT.
2" FILLET
#5
LAP
6X6 W2.9X2.9
PLACED 1/2 THICKNESS
FROM TOP
1’-0" LAP
9"
1’-0"
EL. -25
EMBANKMENT
9"
C-502
C-503
C-502
C-503
TYPICAL CONCRETE SCOUR PROTECTION
KEY DETAIL
STRUCTURAL BACKFILL
(95% COMPACTION)
STRUCTURAL BACKFILL
(95% COMPACTION)
E F
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2 3
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4 5
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D A
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IZ
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S U
B M
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B Y
P L
O T
S C
A L
E
P L
O T
D A
T E
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
C iv il \S h e e ts
\4 C
-5 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
C-503
B
C
A S C
O U
R P
R O
T E
C T
IO
N
S E
C T
IO
N
S
SCOUR PROTECTION SECTION
SCOUR PROTECTION SECTION
SCOUR PROTECTION SECTION
SECTION
SECTION
SECTION
ELEV. VARIES
ELEV. VARIES
ELEV. VARIES
ELEV. VARIES
ELEV. VARIES
ELEV. VARIES
ELEV. VARIES
VARIES
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
TYPICAL CONCRETE SCOUR PROTECTION
KEY AT WALL STEM DETAIL
EL. 19.5
EL. 19.5
CONCRETE SCOUR PROTECTION
TOP OF CROWN 14" / FT.
CONCRETE KEY
EXPANSION JOINT
T-WALL
PZ 22 SHEET PILE
10’-0"
10’-0"
10’-0"
9"
LAP
EXPANSION JOINT EXPANSION JOINT
CONCRETE SCOUR PROTECTION
CONCRETE SCOUR PROTECTION
PZ 22 SHEET PILE
EXPANSION JOINT EXPANSION JOINT
34 "JT. MATERIAL
PROTECTED SIDE FACE
EXISTING T-WALL
6X6 W2.9X2.9
PLACED 1/2 THICKNESS
FROM TOP
2" FILLET
#5
#5 12"
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED 10 FT. O.C.
LONGITUDINAL AND LATERAL FOR ALL CONCRETE SLABS.
2. NO REINFORCING STEEL OR DOWELS SHALL BE
USED FOR ANY TEMPORARY WORK.
3. TEMPERATURE STEEL AND DOWELS SHALL BE INCLUDED
FOR ANY PERMANENT WORK.
C-502
C-503
C-502
C-503
C-503
C-502
C-503
C-502
C-503
C-502
E F
D
G A
V C
D
F
IL
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A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
C iv il \S h e e ts
\4 C
-5 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
C-601
W/L
CONTROL
POINT NO.
PROPOSED
W/L STA.
COE B/L
STA.
OFFSET FROM
COE B/L
(FEET)
GROUND DISTANCE
BETWEEN CONTROL
POINTS (FEET)
NAD 83
NORTH AZIMUTH
BETWEEN W/L
CONTROL POINTS
NORTHING EASTING
1000+00.00’ 194+15.65 13.50 RT 557540.7645 3675094.4350
11.174’
1000+11.17’ 194+26.81 14.01 RT 557547.8415 3675085.7880
25.971’
1000+37.15’ 194+52.36 9.35 RT 557559.3669 3675062.5140
1.541’
1000+38.69’ 194+53.89 9.59 RT 557560.4632 3675061.4310
3.477’
1000+42.16’ 194+57.33 9.14 RT 557562.1659 3675058.3990
67.094’
1001+09.26’ 195+24.39 11.46 RT 557604.0665 3675005.9970
171.967’
1002+81.22’ 196+96.35 7.61 RT 557653.0992 3674841.1689
53.525’
1003+34.75’ 197+28.14 33.75 RT 557672.8700 3674791.4288
92.847’
1004+27.60’ 198+50.09 18.59 RT 557611.1342 3674722.0800
158.351’
1005+85.95’ 200+07.78 32.94 RT 557729.7506 3674617.1751
138.456’
1007+24.40’ 201+34.17 16.33 RT 557765.3266 3674483.3681
W/L
CONTROL
POINT NO.
PROPOSED
W/L STA.
COE B/L
STA.
OFFSET FROM COE B/L
(FEET)
GROUND DISTANCE
BETWEEN CONTROL
POINTS (FEET)
NAD 83
NORTH AZIMUTH
BETWEEN W/L
CONTROL POINTS
RADIUS DELTA TANGENT
NORTHING EASTING
2000+00.00’ 142+71.86 1.30 RT 558875.4460 3679130.3196
172.498’
2001+72.50’ 144+44.36 1.30 RT 558830.5036 3678963.7791
81.783’
2002+54.28’ 145+29.23 5.31 RT 558877.5930 3678896.9137
64.914’
2003+19.19’ 145+65.67 48.42 LT 558854.6410 3678836.1924
73.060’
2003+92.25’ 146+30.86 15.44 LT 558919.1400 3678801.8754
52.147’
2004+44.40’ 146+86.67 5.71 LT 558955.0640 3678764.0760
33.993’ 50.00’ 17.683’
2004+78.40’ 147+17.23 7.62 RT 558968.6608 3678733.6319
391.150’
2008+69.55’ 150+97.96 558999.9588 3678343.7363
309°17’53.04"
296°20’41.43"
315°20’58.79"
299°19’03.16"
308°38’44.90"
286°33’59.55"
291°40’37.28"
228°19’25.73"
318°30’37.04"
284°53’20.79"
254°53’52.72"
305°09’17.30"
249°17’38.11"
331°59’04.46"
313°32’34.33"
35°57’12.02"
274°35’22.07"
36.75 RT, AZ 305°36’14"
PB A
PI B
PI C
PI D
PI E
PI F
PI G
PI H
PI J
PI K
PE L
PB A
PI B
PI C
PI D
PI E
PI F
PI G
PE H
WALL LINE TABULATION - RAIL STREET
COE B/L
STA.
OFFSET FROM
COE B/L
(FEET)
GROUND DISTANCE
BETWEEN CONTROL
POINTS (FEET)
NAD 83
NORTH AZIMUTH
BETWEEN W/L
CONTROL POINTS
NORTHING EASTING
PB 1
PE 2
LAKESHORE
CONTROL
POINT NO.
PROPOSED
LAKESHORE
B/L STA.
10+00.00
14+00.00
197+98.07
197+37.30
225.41’ RT
169.94’ LT
400.000’
COE B/L
STA.
OFFSET FROM COE B/L
(FEET)
GROUND DISTANCE
BETWEEN CONTROL
POINTS (FEET)
NAD 83
NORTH AZIMUTH
BETWEEN W/L
CONTROL POINTS
RADIUS DELTA TANGENT
NORTHING EASTING
PB 1
PI 2
20+00.00
23+51.69
146+73.96
145+19.63 97.43’ RT
400.000’
PE 3 24+00.00 144+90.79 136.19’ RT
400.000’
216.41’ LT 558779.63 3678650.93
558947.39 3678957.80
558962.48 3679003.69
71°47’53"
20°56’18"962.37’ 177.83’
LAKESHORE DRIVE BASELINE TABULATION - RAIL STREET
557795.45 3674628.34
557497.09 3674894.76
WALL LINE TABULATION - LONDON AVENUE CANAL
NOTE:
ALL AZIMUTHS ARE TRUE NORTH PLANE AZIMUTHS
TURNED IN A CLOCKWISE DIRECTION FROM 0%%d (DUE NORTH).
138°13’46"
LAKESHORE
CONTROL
POINT NO.
PROPOSED
LAKESHORE
B/L STA.
LAKESHORE DRIVE BASELINE TABULATION - LONDON AVENUE CANAL
W A
L L
L
IN
E
L A
K E
S H
O R
E D
R
IV
E
B A
S E
L
IN
E T
A B
U L
A T
IO
N
S
E F
D
G A
V C
D
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
C iv il \S h e e ts
\4
C
-6
.d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E
B A
N K
O R
L E
A N
S C
A N
A L
T O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P R
O
JE
C T
N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
U T
IL
IT
Y D
IS
P
O S
IT
IO
N T
A B
L E
C-602
E F
D
X X
X P
B
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
C iv il \S h e e ts
\4 C
-6 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
PLAN
PLAN AND PROFILE
LAKESHORE DRIVE AT RAIL STREET CLOSURE STRUCTURE
SCALE: 1/8" = 1’-0"
PROFILE
S-101
30 30
1.
2.
LEGEND:
HP14x73 PILE BATTERED
IN DIRECTION OF ARROW
8’
0 4’
16’
SCALE:1/8"=1’
HP14x73 VERTICAL PILE
3.
SHEET PILE EXTENSION
TOP OF CONCRETE
SCOUR PROTECTION
EL. 19.5’
TOP OF NEW PZ-22
SHEET PILE EL. 17.5’
TOP OF NEW PZ-22
SHEET PILE EL. 12.88’
TOP OF WALL
EL. 18.0’
TOP OF FOOTING
EL. 15.13’
BOTTOM OF FOOTING
EL. 12.13’
4" STABILIZATION SLAB
TOP OF PILASTER
EL. 27.63’
C/L OF TOP HINGE
EL. 25.88’
TOP HINGE
RECESS
BOTTOM HINGE
RECESS
A3-1A3-2A3-3A3-4
51’-10"40’-0"40’-0"
W/L
MONOLITH
NUMBER
EXPANSION
JOINT (TYP.)
NEW PZ-22
SHEET PILE C/L
SEE SHEET S-504
FOR DETAILS
30’-0" 32’-7" 40’-0" 40’-0" 51’-10"
GATE STORAGE
LATCHING COLUMN
C/L STORAGE COLUMN
BOTTOM OF NEW PZ-22
SHEET PILE EL. -25.0’
-25 -25
NEW WALL STEM
MONOLITH A3-4
TOP OF SLAB EL. 15.13’
MONOLITH A3-3
TOP OF SLAB EL. 15.13’
MONOLITH A3-2
TOP OF SLAB EL. 15.13’
MONOLITH A3-1
TOP OF SLAB EL. 15.13’
TOP OF NEW PZ-22
SHEET PILE EL. 11.88’
BOTTOM OF FOOTING
EL. 11.13’
4" STABILIZATION SLAB
22’-3"
RAIL STREET GATE
OPENING SEE SHEET
S-205 FOR DETAILS
TOP OF SLAB EL. 15.13’
TOP OF SLAB EL. 15.13’
NOTES:
1. PILES NOT SHOWN ON PROFILE, SEE SHEETS
S-201 THRU S-204 FOR MONOLITH
PLANS AND SECTIONS.
2. MONOLITH LENGTHS IN PLAN REPRESENT
THE DISTANCE MEASURED FROM THE EDGE
TO EDGE OF MONLITH. (1/2" JOINT BETWEEN
THE MONOLITH IS NOT SHOWN)
3. FOR PILE SCHEDULE SEE SHEET S-106.
4. FOR PILE DETAILS SEE SHEET S-501.
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US Army Corps of Engineers
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US Army Corps of Engineers
Hurricane Protection
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A P
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S-102
8’0 4’ 16’SCALE:1/8"=1’
PLAN AND PROFILE
LAKESHORE DRIVE AT RAIL STREET CLOSURE STRUCTURE
SCALE: 1/8" = 1’-0"
PLAN
PROFILE
TOP OF PILASTER
EL. 27.63
C/L OF TOP HINGE
EL. 25.88
1.
2.
LEGEND:
HP14x73 PILE BATTERED
IN DIRECTION OF ARROW
HP14x73 VERTICAL PILE
3.
-25-25
48’-678"
5’-718"42’-1134"
RAIL STREET GATE OPENING
TOP OF SLAB EL. 15.13’
SEE SHEET S-205 FOR DIMENSIONS
NEW WALL STEM
4. EXISTING WALL STEM
NOTES:
1. PILES NOT SHOWN ON PROFILE, SEE SHEETS
S-201 THRU S-204 FOR MONOLITH
PLANS AND SECTIONS.
2. MONOLITH LENGTHS IN PLAN REPRESENT
THE DISTANCE MEASURED FROM THE EDGE
TO EDGE OF MONLITH. (1/2" JOINT BETWEEN
THE MONOLITH IS NOT SHOWN)
3. FOR PILE SCHEDULE SEE SHEET S-106.
4. FOR PILE DETAILS SEE SHEET S-501.
F
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E N
A M
E
D W
N B
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D B
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D E
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IDENTIFICATION
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A P
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| 447086_G-001-001.pdf |
| 447086_G-002-001.pdf |
| 447086_G-003-001.pdf |
| 447086_G-004-001.pdf |
| 447086_G-005-001.pdf |
| 447086_G-006-001.pdf |
| 447086_G-101-001.pdf |
| 447086_G-102-001.pdf |
| 447086_G-103-001.pdf |
| 447086_B-001-001.pdf |
| 447086_B-101-001.pdf |
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| 447086_C-101-001.pdf |
| 447086_C-102-001.pdf |
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| 447086_C-105-001.pdf |
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| 447086_S-101-001.pdf |
| 447086_S-102-001.pdf |
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| 447086_S-201-001.pdf |
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| 447086_S-211-001.pdf |
| 447086_S-212-001.pdf |
| 447086_S-213-001.pdf |
| 447086_S-216-001.pdf |
| 447086_S-217-001.pdf |
| 447086_S-218-001.pdf |
| 447086_S-219-001.pdf |
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| 447086_S-301-001.pdf |
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| 447086_S-304-001.pdf |
| 447086_S-305-001.pdf |
| 447086_S-306-001.pdf |
| 447086_S-307-001.pdf |
| 447086_S-308-001.pdf |
| 447086_S-309-001.pdf |
| 447086_S-309A-001.pdf |
| 447086_S-310-001.pdf |
| 447086_S-311-001.pdf |
| 447086_S-312-001.pdf |
| 447086_S-313-001.pdf |
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| 447086_S-315-001.pdf |
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| 447086_S-325-001.pdf |
| 447086_S-326-001.pdf |
| 447086_S-327-001.pdf |
| 447086_S-328-001.pdf |
| 447086_S-329-001.pdf |
| 447086_S-330-001.pdf |
| 447086_S-331-001.pdf |
| 447086_S-401-001.pdf |
| 447086_S-402-001.pdf |
| 447086_S-403-001.pdf |
| 447086_S-404-001.pdf |
| 447086_S-405-001.pdf |
| 447086_S-406-001.pdf |
| 447086_S-407-001.pdf |
| 447086_S-408-001.pdf |
| 447086_S-409-001.pdf |
| 447086_S-410-001.pdf |
| 447086_S-411-001.pdf |
| 447086_S-412-001.pdf |
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| 447086_S-414-001.pdf |
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| 447086_S-416-001.pdf |
| 447086_S-417-001.pdf |
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| 447086_S-421-001.pdf |
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| 447086_S-429-001.pdf |
| 447086_S-430-001.pdf |
| 447086_S-501-001.pdf |
| 447086_S-502-001.pdf |
| 447086_S-503-001.pdf |
| 447086_S-504-001.pdf |
| 447086_S-505-001.pdf |
| 447086_S-506-001.pdf |
| 447086_S-507-001.pdf |
| LPV103_X-001-001.pdf |
| LPV103_X-002-001.pdf |
| LPV103_X-003-001.pdf |
| LPV103_X-004-001.pdf |
| LPV103_X-005-001.pdf |
| LPV103_X-006-001.pdf |
| LPV103_X-007-001.pdf |
| LPV103_X-008-001.pdf |
| LPV103_X-009-001.pdf |
| LPV103_X-010-001.pdf |
| LPV103_X-011-001.pdf |
| LPV103_X-012-001.pdf |
| LPV103_X-013-001.pdf |
| 447086_CS101-001.pdf |
| 447086_CS102-001.pdf |
| 447086_CS602-001.pdf |
| Insert from: "LPV G SHEETS1.pdf" |
| 447086_G-003-001.pdf |
File details come from the government source that posted it. Updated .