ED 14-027_Amend0002_Plans.pdf

PDF 5 MB Posted Jun 24, 2020

Attached to: NEW ORLEANS TO VENICE, LOUISIANA, NOV-NF-W-06A. 1, WOODPARK TO POINTE CELESTE PUMP STATION, PLAQUEMINES PARISH, LOUISIANA
Solicitation number: W912P820B0001
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

About this file

Written by GovTribe AI · Dec 27, 2023

This federal solicitation seeks bids for construction services related to flood protection infrastructure in Plaquemines Parish, Louisiana. The solicitation includes clearing, grubbing and vegetation removal; excavation for a new drainage canal; placement of uncompacted and compacted embankment; construction of access ramps; placing geotextile and surfacing material; corrugated metal pipe; turf establishment; maintenance of access roads; asphaltic pavement; canal construction; and other incidental work. The estimated value of the work is between $25-100 million. The solicitation was issued by the U.S. Army Corps of Engineers Engineering District New Orleans on May 25, 2020, with bids due on June 25, 2020 at 2:00 PM CST. This procurement is set aside for small businesses using NAICS code 237990 and FSC code Y1PZ, under a firm fixed-price contract.

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Other files

File	Type	Posted
B01_Official Abstract_W912P820B0001.pdf	PDF	Jul 2, 2020
A22_Amendment 0002_W912P820B0001.pdf	PDF	Jun 24, 2020
A22_Amendment 0001_W912P820B0001.pdf	PDF	Jun 17, 2020
W912P820B0001.pdf	PDF	May 28, 2020
NOV-NF-W-06a.1_Plans_Part3.pdf	PDF	May 28, 2020
NOV-NF-W-06a.1_Plans_Part4.pdf	PDF	May 28, 2020

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18A

43a

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®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

F E

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A N

S D

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A N N

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(1)(B)

(2)**

Y - COORDINATEX - COORDINATEITEM

3,728,254.42 411,357.27

410,825.68

410,729.01

410,555.01

410,495.23

410,433.13

408,494.38

408,391.20

408,083.56

407,515.12

3,729,218.64

3,729,389.28

3,729,647.08

3,729,724.62

3,729,800.32

3,732,180.55

3,732,316.46

3,732,073.10

3,732,480.25

3,732,704.72 407,052.95

3,733,576.49 405,810.91

3,734,262.05 404,914.60

3,734,398.79 404,710.88

3,734,179.13 403,971.24

3,734,791.57 402,905.75

3,735,191.69 402,541.38

3,735,500.06 402,286.82

3,734,752.64 401,123.97

3,736,239.95 399,602.56

3,736,358.16 399,433.62

3,737,156.49 399,406.11

3,737,420.12 399,395.73

3,737,451.70 399,389.23

3,737,611.84 399,338.13

3,738,698.21 398,861.84

3,740,360.28 398,357.80

3,740,909.91 398,229.04

3,742,351.72 397,936.96

3,743,493.86 397,730.72

3,743,929.96 397,665.85

ITEM OWNER DISPOSITIONDESCRIPTION

AERIAL LINES W/ POLES

TRANSMISSION TOWER

AERIAL LINES W/ POLES

FIRE HYDRANT

WATER LINE

CULVERT

AERIAL LINES W/ POLES

CULVERT

AERIAL LINES W/ POLES

CULVERT

C-3

C-4

C-5

C-6

C-7

C-8

C-9

C-10

C-11

C-12

C-13

W-1

F-1

E-1

E-2

E-3

E-4

E-5

C-14

C-15

CULVERT

ENTERGY

E-6 GUIDE WIRESENTERGY

SHEET NUMBER

DOTD

C-01

C-02

DOTD

PRIVATE

DUCKLAND, LLC

PRIVATE

SERVERN TRENT

SEVERN TRENT

C-01 TO C-02

C-01

C-16 PRIVATE CULVERT

0+00 TO 55+50

0+00 TO 56+00

29+48

1+73

6+89

11+88

13+12

18+93

29+17

54+50

47+80

54+50

47+96

49+36

54+07

64+00

90+69 TO 96+50

119+14

119+84

168+35

122+63 TO 206+04

W-3 29+59

E-8 30+00

SEVERN TRENT WATER LINE

NEW LEVEE C/L STATION

E-7 ENTERGY AERIAL LINES W/ POLES 0+00 TO 58+00C-01 TO C-02

2+26

8' ELK FENCE

CW-1

CW-2

F-2 48+50 TO 49+50

E-9 48+50 TO 49+50ELECTRICAL BOX

FENCE

CONCRETE HEADWALL

ENTERGY

PRIVATE

PRIVATE 47+79

119+84

ENTERGY C-21

C-21GT-01 PLAQUEMINES PARISH

POINTE CELESTE RD.

BB-1 C-01 28+86BILL BOARDPRIVATE OWNER

C-01

C-02

C-03

C-02

C-01

C-03

C-04

PLAQUEMINES PARISHGT-02 158+00

TABULATIONS OF FACILITIES WITHIN REQUIRED P.F.P.L.F.D.D.E. AND P.F.P.L.F.E.

TABULATIONS

PROTECTED SIDE RIGHT-OF-WAY

P.F.P.L.F.E.

REQUIRED P.F.P.L.F.D.D.E. AND

TABULATIONS

FLOOD SIDE RIGHT-OF-WAY

P.F.P.L.F.E.

REQUIRED P.F.P.L.F.D.D.E. AND

3,735,258.50 401910.99

ACCESS CORRIDOR 1

ACCESS CORRIDOR 2

ACCESS CORRIDOR 1

FENCE

GATE

FENCE

METAL BRIDGE

CULVERT

C-18

WOODLAND

ENTERGY

WOODLAND

FENCE

FENCE ACCESS CORRIDOR 2

ITEM OWNER DISPOSITIONDESCRIPTION

TRANSMISSION TOWER

WOODLAND

ENTERGY

SHEET NUMBER

C-19

NEW LEVEE C/L STATION

C-19

TABULATIONS OF FACILITIES WITHIN REQUIRED P.F.P.L.F.D.D.E. AND P.F.P.L.F.E.

WOODLAND

PERRIN, W.

WOODLAND

ENTERGY

GATE

CULVERT

GATE

CULVERT

ACCESS CORRIDOR 3

ACCESS CORRIDOR 2

C-20

C-19

3,747,914.31 396,704.15

3,748,148.07 396,620.82

3,748,472.04 396,487.10

3,748,641.49 396,412.24

3,744,804.10 397,499.93

3,746,971.08 397,067.06

3,747,096.62 397,029.89

3,749,088.30 396,186.09

RESERVED

TABULATIONS

PROTECTED SIDE RIGHT-OF-WAY

P.F.P.L.F.E.

REQUIRED P.F.P.L.F.D.D.E. AND

F-3

F-4

E-10

E-11

E-12

E-13

E-14

C-17

STR-1

F-5

F-6

GT-03

GT-04

C-18

C-19

E-15

E-16

C-20

GT-05

E-17

E-18

AERIAL LINES

AERIAL LINES W

AERIAL LINES

C-03 TO C-05

C-04

C-18

C-19

C-20

3,728,304.08

3,728,494.13

3,729,099.70

3,729,486.19

3,729,950.11

3,731,132.82

3,731,820.77

3,731,837.94

3,732,095.34

3,732,086.12

3,733,413.96

3,733,576.78

3,733,743.49

3,733,755.58

410,986.61

410,887.42

410,558.47

410,301.46

409,938.33

408,976.88

408,074.02

408,033.69

407,604.15

407,515.38

404,890.63

404,595.19

404,471.38

404,512.52

3,733,800.60 404,577.08

3,733,932.03 404,631.72

404,394.05

3,733,870.30 404,677.03

3,733,813.25

3,733,821.26 404,369.39

3,733,777.89 404,132.16

3,733,863.77 404,080.94

3,733,820.42 404,012.94

3,734,359.45 402,980.86

3,734,468.84 402,780.40

3,734,701.12 402,453.07

3,734,829.65 402,307.08

3,735,077.74 402,078.66

3,735,068.73 402,044.82

3,734,873.73 401,715.75

3,734,658.84 401,353.11

3,734,505.52 401,094.37

3,736,099.30 399,454.42

3,736,146.91 399,333.53

3,736,105.88 399,323.46

3,736,129.49 399,284.64

3,736,162.93 399,292.85

3,736,172.68 399,268.11

3,737,459.29 399,176.17

3,738,657.39 398,655.00

3,740,497.95 398,104.24

3,742,510.04 397,693.61

3,744,280.65 397,392.09

3,746,975.62 396,862.38

3,748,529.23 396,250.19

3,749,057.51 395,975.84

RESERVED RESERVED

RESERVEDRESERVED

3,728,113.53 411,098.17

3,728,141.81 411,082.46

GATE

ENTERGY AERIAL LINES W/ POLES

C-25DOTD CULVERT 158+69C-21

(B)

(B)*

(2)(B)*

(1)

TO BE REMOVED & REPLACED

TO BE REMOVED

TO BE RELOCATED

TO BE DE-ENERGIZED

BY CONTRACTOR

TIMBER MAT BRIDGE

CONSTRUCTION

CONCURRENT WITH

PRIOR TO CONSTRUCTION

DO NOT DISTURB

BY OTHERS

BY OWNER

(1)

(2)

(3)

(A)

(B)

DO NOT DISTURB, NO ACCESS

DISPOSITION LEGEND

D-1

D-2

D-5

D-6

D-7

D-8

D-4

D-3

D-9

D-10

D-11

D-12

D-13

D-14

D-15

D-16

D-17

D-19

D-20

D-21

D-23

D-24

D-25

D-26

D-22

D-18

E D -1

-0

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D D

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T O P .D .D .E T

A B

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A T

U N

W .J .L

NEW ORLEANS DISTRICT

S O

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N N

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D W

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C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

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D A

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A P

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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N E

W O

R L E

A N

S D

T R

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W O

R L E

A N

S L

O U

N A

A N

S I

H -0

-4

P L

A Q

U E

E S P

A R

H L

W P -2

-B -0

A N N

G U

Y E

A .N

D .H

U E

T E

W O

O D

P A

R K T

O P

T E C

E L E

S T

E P

U M

P S

T A

N O

V -N

F -W a .1

N E

W O

R L E

A N

S T

O V

E N

E L

O U

N A

L A

U R

E N H

H A

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E N P .E

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S E

P T

E M

B E

TO BE REMOVED & REPLACED

TO BE REMOVED

TO BE RELOCATED

TO BE DE-ENERGIZED

BY CONTRACTOR

TIMBER MAT BRIDGE

CONSTRUCTION

CONCURRENT WITH

PRIOR TO CONSTRUCTION

DO NOT DISTURB

BY OTHERS

BY OWNER

(1)

(2)

(3)

(A)

(B)

DO NOT DISTURB, NO ACCESS

DISPOSITION LEGEND

(1)(B)

(1)(B)**

(1)(B)

CHORD: 80.55'

TANGENT: 41.21'

LENGTH: 81.16'

DEGREE OF CURVATURE (ARC): 30° 09' 20.42"

DELTA: 24° 28' 28.44" LEFT

RADIUS: 190'

CHORD: 101.74'

TANGENT: 52.05'

LENGTH: 102.52'

DEGREE OF CURVATURE (ARC): 24° 52' 24"

DELTA: 24° 28' 28" LEFT

RADIUS: 240'

C-1 CURVE DATA - CANAL

C-2 CURVE DATA - ROAD

ITEM OWNER DISPOSITIONDESCRIPTION SHEET NUMBER

TABULATIONS OF FACILITIES WITHIN REQUIRED P.D.D.E.

Y - COORDINATEX - COORDINATEITEM

402294.43

400,936.71

3,741,540.05

399,966.82

3,746,253.04 399,203.86

395,897.31

3,750,235.19 395,907.01

3,750,177.30

3,746,310.07 399,180.76

397,235.00

3,746,144.57 399,060.80

399,736.38

3,741,763.16

399,813.11

3,741,476.72 399,809.76

3,741,490.64 399,844.29

3,737,260.24 400,800.28

3,737,194.47

3,735,435.92 402,187.04

RIGHT-OF-WAY TABULATIONS

REQUIRED P.D.D.E.

3,735,504.95

399,966.82

3,737,285.53

3,741,578.29

3,750,825.64 397,352.26

3,750,244.94

395,903.01

3,746,263.36

3,750,641.82

399,010.01

3,746,131.35 399,029.58

3,742,461.61

399,786.43

3,741,600.29

3,741,588.73 399,784.45

400,833.13

NEW CANAL C/L STATION

235+00

232+65

234+64

DUCKLANDS

PORT

WOODLAND

DUCKLANDS

WOODLAND

DUCKLANDS

WOODLAND

DUCKLANDS

WOODLAND

DUCKLANDS

WOODLAND

ELK FENCE

FENCE

GATE

CULVERT

FENCE

CULVERT

GATE

FENCE

GATE

MISC. MATERIAL

GATE

CULVERT

72+60 TO 137+94

111+98

138+34

138+61

186+05

138+77

139+40

179+70

179+70 TO 186+15

186+79

186+10

235+00

186+15

186+00 TO 234+91

221+64

227+69

234+00

231+68

235+19

233+53

232+08

GT-106

GT-107

GT-108

Y - COORDINATEX - COORDINATEITEM

404,699.97

403,962.95

3,734,327.22

3,734,108.34

3,734,739.89 402,864.22

402,492.953,735,147.59

3,734,208.79 404,876.41

3,733,523.65 405,772.18

3,732,417.81 407,395.23

STATION

0+00.00

3,732,649.94 407,016.97

3,737,226.44 400,907.02

3,737,299.38 400,872.85

3,738,808.70 400,528.14

3,739,530.80 400,363.18

3,740,505.47 400,140.94

3,740,994.93 400,028.30

3,741,740.27 399,866.21

3,741,771.01 399,862.12

3,742,458.74 399,827.17

3,742,483.15 399,824.34

3,745,919.63 399,198.43

3,746,184.80 399,142.58

3,746,218.59 399,132.27

3,750,752.52 397,297.79

3,750,096.24 395,668.71

NEW CANAL C/L POINTS

3,732,005.07 408,219.83

3,732,034.55 408,077.24

3,732,389.03 407,582.35

1+45.60

7+54.35

9+43.67

13+87.48

29+08.29

40+36.04

42+48.54

50+17.38

62+84.69

68+36.10

94+50.82

95+31.98

110+80.17

118+20.87

128+20.56

133+22.81

140+85.58

141+16.58

148+05.21

148+29.77

183+22.80

185+93.78

186+29.11

235+20.11

252+76.41

Y - COORDINATEX - COORDINATEITEM

TABULATIONS

20-FEET MAINTENANCE ROAD

3,731,978.71 408,139.90

3,731,995.22 408,060.02

3,732,614.82 406,993.90

3,733,489.77 405,747.35

3,734,174.64 404,851.92

404,692.983,734,281.33

403,957.643,734,062.95

402,837.593,734,706.75

402,398.653,735,188.76

C-302 and C-303

C-303

C-304

C-303

C-304

C-305

C-304

C-305

C-304 AND C-305

C-305

RD-1

RD-2

RD-3

RD-4

RD-5

RD-6

RD-7

RD-8

RD-9

RD-10

RD-11

RD-12

RD-13

RD-14

RD-15

RD-16

RD-17

RD-18

RD-19

RD-20

RD-21

RD-22

RD-23

RD-24

RD-25

3,732,313.39 407,615.82

3,732,350.46 407,374.86

F-100

F-101

GT-100

GT-102

GT-103

C-100

C-101

F-102

F-103

F-104

C-102

C-103

GT-104

GT-105

F-105

F-106

F-107

F-108

C-104

C-105

C-305

400,867.273,737,196.11

400,824.113,737,288.24

400,479.403,738,797.57

400,314.433,739,519.67

400,092.203,740,494.31

399,979.513,740,984.01

399,832.333,741,575.74

399,801.343,741,764.91

399,750.373,742,476.29

399,125.813,745,905.38

399,070.173,746,169.55

399,037.653,746,271.76

397,201.243,750,791.61

RD-17a 3,741,206.30 399,931.17

3,741,488.47 399,868.27

M-1

WOODLAND GATE 138+77C-303GT-101

46 47

RADIUS = 2,804.8'

C-5

C-6

3 42

C-3

E-1

C-4

E-7

W-1

C-7

BB-1

C-8

E-8

E-2

FLOODWALL AND DRAINAGE DITCH EASEMENT

REQUIRED PERPETUAL FLOOD PROTECTION LEVEE

REQUIRED ACCESS ACQUIRED IN NOV-NF-W-06b.1

W-3

SEE SHEET C-16

ACCESS CORRIDOR

WOODPARK TEMPORARY

BOR. NF06-113CU BOR. NF06-114CU

BOR. NF06-115CU

W-1

SEE SHEETS C-23 AND C-24 FOR DETAILS

LAKE HERMITAGE ROAD

43a

FLOODWALL AND DRAINAGE DITCH EASEMENT

REQUIRED PERPETUAL FLOOD PROTECTION LEVEE

EASEMENT

LEVEE FLOODWALL AND DRAINAGE DITCH

REQUIRED PERPETUAL FLOOD PROTECTION

ACCESS RAMP

TEMPORARY WORK AREA EASEMENT

FLO

ALL AND DRAINAG

E DITCH EASEM

ENT

REQ

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NEW ORLEANS DISTRICT

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US Army Corps

U .S

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O V

E N

E L

O U

N A

L A

U R

E N H

H A

T T

E N P .E

E P

S E

P T

E M

B E

0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00

-5

-10

-15

-5

-10

-15

44+00

-20 -20

M A

T C

H L

E C /L S

T A

STATIONING ALONG LEVEE CENTERLINE

E L E

V A

N N

A V

D .5

E L E

V A

N N

A V

D .5

CONSTRUCTION GRADE PHASE II EL. 12.0 (OPTIONAL)

CONSTRUCTION GRADE PHASE I EL. 12.5

COMPACTED FILL

PHASE II TYPICAL SECTION 1 (SHEET C-11)

C /L S

T A

C /L S

T A

EXISTING GROUND AT NEW LEVEE C/L

100' SMOOTH TRANSITION

F L

E V

E E W

O R

B /L S

T A C /L S

T A -2

0 (NOV-NF-W-06b.1)

TIE-IN EXISTING LEVEE

CONSTRUCTION GRADE PHASE I EL. 13.5

C /L S

T A -1

IF IT SETTLED

TO BE BROUGHT UP TO ELEVATION 12.5

CONSTRUCTED IN THE 06B.1 CONTRACT AND

EL. 12.5 (OPTIONAL)

CONSTRUCTION GRADE PHASE IIC

/L S

T A

C /L S

T A

SEE SHEET C-24

LAKE HERMITAGE ROAD - RAMP,

LEVEE DESIGN - PERMANENT

EL. 13.5 1V ON 10H

1V ON 10H

PHASE I TYPICAL SECTION 1A (SHEET C-07)

(SHEET C-11)

PHASE II TYPICAL SECTION 2A

(SHEET C-08)

SECTION 2A

PHASE I TYPICAL

PHASE I TYPICAL SECTION 1B (SHEET C-07)

100' SMOOTH TRANSITION 100' SMOOTH TRANSITION

PHASE II TYP. SECT. 1 (SHEET C-11)

PHASE II

NO WORK AREA

C /L S

T A

C /L S

T A

BASELINE

LA HWY 23

BASELINE

LA HWY 23

1 16+

02 2

9 3

PLAQUEMINES PARISH, LA.

FLOOD SIDE

L.A. HWY 23

H E

R M

A G

E R

L A

EXISTING DITCH

NEW LEVEE C/L

0+00

2+19

B /L S

T A C /L S

T A -2

F L

E V

E E W

O R

LAND SIDE

WWWW

C-01

E D -1

-0

C -0

.d g n

SCALE: 1'' = 200'

0200' 200' 400' 600' 800'

9° '15

° 5

' 5

° 3

° 5

' 1

,7 ,0

° 3

° 5

' 5

° 5

' 1

"40

9, ° 5

' 2

,7 ,0

° 3

° 5

' 2

° 5

' 3

"29

° 3 7'

,7 ,0

° 5

' 3

"41

0, ° 5

' 4

,7 ,0

° 5

' 4

° 3

1, ° 3

° 5

' 4

,7 ,0

° 3

° 5

' 2

° 3

,7 ,0

° 5

' 2

° 5

' 4

° 5

' 3

,7 ,0

° 5

' 3

° 3

° 5

' 1

,7 ,0

° 5

' 1

1, ° 3

° 5

' 0

° 5

' 0

,7 ,0 0 29

° 3 7'

° 5

' 5

° 5

' 5

0, ,7 ,0

° 5

' 4

° 3

° 5

' 4

9, ° 3

,7 ,0

B /L S

T A C /L S

T A

M A

T C

H L

C /L S

T A T

O C /L S

T A

P L

A N A

N D P

R O

L E

V E

E D

E S

ADJACENT CONTRACTOR.

THE CONTRACTOR SHALL COORDINATE WORK ACTIVITIES WITH THE

4. MULTIPLE CONTRACTORS TO BE WORKING AT THE SAME LOCATION.

AND CLEARED DEBRIS IS TO BE REMOVE FROM SITE.

3. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION AREA NEAR HWY. 23

BUILT TO ELEVATION 6.0.

2. THE EXISTING LEVEE SHALL NOT BE DEGRADED UNTIL THE NEW LEVEE IS

UTILITY POLES IN ACCORDANCE WITH TYPICAL SECTION.

1. THE CONTRACTOR SHALL PERFORM GRADING AROUND EXISTING SIGNS AND

NOTES:

D D

E D

N O W

O R

K A

R E

H A

S E P

R O

U N

W .J .L

FILL

COMPACTED EL 12.0

DURING PHASE I

SILT FENCE INSTALLED

DURING PHASE I

SILT FENCE INSTALLED

DURING PHASE I

SILT FENCE INSTALLED

FLOODWALL AND DRAINAGE DITCH EASEMENT

REQUIRED PERPETUAL FLOOD PROTECTION LEVEE

FLOODWALL AND DRAINAGE DITCH EASEMENT

REQUIRED PERPETUAL FLOOD PROTECTION LEVEE

FLOODWALL AND DRAINAGE DITCH EASEMENT

REQUIRED PERPETUAL FLOOD PROTECTION LEVEE

DRAINAGE DITCH EASEMENT

LEVEE FLOODWALL AND

REQUIRED PERPETUAL FLOOD PROTECTION

SEE PHASE I (DO NOT DISTURB)

EXISTING REINFORCEMENT GEOTEXTILE,

EL 12.5

FILL

COMPACTED

SILT FENCE

C-11

E D -1

-0

C -1

T S .d g n

T Y

A L L

E V

E E D

E S

N S

E C

N S

P H

A S

E I I

L E

V E

E D

E S

E V

E D P

H A

S E T

Y P

A L S

E C

S O

F W

O R

U N

W .J .L

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

H -0

-4

P L

A Q

U E

E S P

A R

H L

W P -2

-B -0

A N N

G U

Y E

A .N

D .H

U E

T E

W O

O D

P A

R K T

O P

T E C

E L E

S T

E P

U M

P S

T A

N O

V -N

F -W a .1

N E

W O

R L E

A N

S T

O V

E N

E L

O U

N A

L A

U R

E N H

H A

T T

E N P .E

E P

S E

P T

E M

B E

TO HWY 23

AS PART OF THE WORK IN PHASE II.

2. RESHAPING OF THE LEVEE MAY BE NECESSARY, NO MATERIAL IS TO BE DEGRADED/REMOVED

FACILITATE BOTH PHASE I AND PHASE II CONSTRUCTION.

1. SILT FENCE SHALL BE PAID UNDER PHASE 1 BUT THE LOCATION SHALL BE INSTALLED TO

NOTES:

C/L

NEW LEVEE

80'

TO HWY 23

10'

225' - 250'

205' - 215'

C/L

DITCH

EXISTING

SLOPE TO DRAIN

FLOOD SIDE

ON 3

1V ON 4H

C/L

NEW LEVEE

C/L

EXISTING DITCH

10'

FLOOD SIDE

1V ON 4H1V

ON 3

80'

15'

CLEARING, FERTILIZING, AND SEEDING (PHASE II)

CLEARING, FERTILIZING, AND SEEDING LIMIT (PHASE II)

PHASE II - TYPICAL SECTION 1 (OPTIONAL WORK)

C/L STA. 38+74 TO C/L STA. 47+96

NOT TO SCALE

PHASE II - TYPICAL SECTION 2A (OPTIONAL WORK)

LAND SIDE

(100' TRANSITION FROM C/L STA. 37+74 TO C/L STA. 38+74)

C/L STA. 31+30 (+/-)TO C/L STA. 37+74

C/L STA. -1+71 (+/-) TO C/L STA. 28+00 (+/-)

NOT TO SCALE

C-10

F-2

E-4

E-3

E-6

RADIUS = 2924.79

G-1

G-2

G-3

G-4

E-9

C-10

C-9

E-7

BOR. NF06-118PU

BOR. NF06-117CU

FENCE

EXISTING

SEE NOTES 1 AND 2

SBA ACCESS CORRIDOR,

TEMPORARY

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

H -0

-4

P L

A Q

U E

E S P

A R

H L

W P -2

-B -0

A N N

G U

Y E

A .N

D .H

U E

T E

W O

O D

P A

R K T

O P

T E C

E L E

S T

E P

U M

P S

T A

N O

V -N

F -W a .1

N E

W O

R L E

A N

S T

O V

E N

E L

O U

N A

L A

U R

E N H

H A

T T

E N P .E

E P

S E

P T

E M

B E

+9 1.1

PLAQUEMINES PARISH, LA.

W Y

EASEMENT

NO WORK AREA

BASELIN

LAND SIDE

:1050' 50' 100'

SCALE: 1'' = 50'

150' 200'

89° 54' 45"

3,732,400

3,732,200

3,732,000 4 ,6

3,732,000

0 3,732,600

3,732,400

3,732,200 ,6

0 3,732,800

0 3,733,000

3,733,000

3,732,800

3,732,600

E D -1

-0

C -1

.d g n

C-17

SCALE: 1" = 50'

4. TABULATIONS OF FACILITIES, SEE SHEET G-05.

3. FOR X-Y COORDINATES, SEE SHEET G-04.

DESIGNED, INSTALLED, MAINTAINED AND REMOVED BY CONTRACTOR.

2. IF ACCESS CORRIDOR IS USED, A CANAL CROSSING SHALL BE

SHOWN ON SHEET C-26.

1. IF ACCESS CORRIDOR IS USED, AN ASPHALT APRON IS REQUIRED AS

NOTES:

P L

A N V

S B

A A

C C

E S

S C

O R

L E

V E

E D

E S

SBA ACCESS CORRIDOR - PLAN VIEW

E M

O V

E D N

O T

W .J .L

U N

FILLS HOLLOW PORTION OF BLOCKS.

CONCRETE MAKE SURE CONCRETE

HORIZONTAL. WRAP-UP BLOCKS IN

SET WITH HOLLOW CORE

BRICK FOR TEMPORARY SUPPORT.

HOLLOW CONCRETE BLOCK AND/OR

VALVE BOX

SLIP TYPE ADJUSTABLE

BRICK

TAPPING VALVE

DR 11

8" HDPE PIPE

BLOCK

CONCRETE THRUST

TAPPING SLEEVE

STAINLESS STEEL

(TYP)

BACKFILL

COMPACTED

SEE NOTE 4

WATERLINE TO REMAIN

EXISTING 16" AC

TAPPING VALVE

DR 11

8" HDPE PIPE

TAPPING SLEEVE

STAINLESS STEEL

FORM AS NEEDED

3000 PSI CONCRETE

A MIN. DEPTH OF 16'-0"

BOTTOM OF EXCAVATION FOR

DRIVE SHEET PILING BELOW

3-PZC18 SHEET PILING.

WATERLINE

(TEMPORARY) 8" HDPE

WATERLINE

(TEMPORARY) 8" HDPE

WATERLINE

EXISTING 8" HDPE

8" D.I. TEE

MJxMJ

BFV 3-A

(DESIGNED BY CONTRACTOR)

ADJUSTABLE PIPE SUPPORT

PIPING AS SPECIFIED

8" D.I CLASS 52 (TYP.)

8" O.C. RUN EACH WAY

PAD WITH NO. 4 BARS

24" x 6" CONCRETE

BACKFLOW PREVENTER

REDUCED PRESSURE ZONE

(TYPICAL)

U.L. AND F.M. APPROVED

O.S.AND Y. GATE VALVE

ABOVE GROUND (TYP.)

FLANGED PIPE

GALV. BASE PLATE

12" x 12" x ¼"

(TYP.) GRADE

EXISTING 8" DI CLASS 52

(TYPICAL)

THRUST BLOCK

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

H -0

-4

P L

A Q

U E

E S P

A R

H L

W P -2

-B -0

A N N

G U

Y E

A .N

D .H

U E

T E

W O

O D

P A

R K T

O P

T E C

E L E

S T

E P

U M

P S

T A

N O

V -N

F -W a .1

N E

W O

R L E

A N

S T

O V

E N

E L

O U

N A

L A

U R

E N H

H A

T T

E N P .E

E P

S E

P T

E M

B E

WATER LINE

EXIST.

6" 8"

E D -1

-0

C -2 d .d g n

C-24d

2'-0" SQUARE CONC

24" MIN

(TYP)

IN4

C-24c NOT TO SCALE

TIE-IN DETAIL

C-24c NOT TO SCALE

TIE-IN DETAIL

C-24c NOT TO SCALE

B.F.P. DETAIL

- NOT TO SCALE

SECTION

C-24b

C-24b 3

C-24b

W .L

R E

L O

C A

N D

E T

L E

V E

E D

E S

INCLUDING RODS, COUPLINGS, STRAPS, AND OTHER BURIED STEEL.

COATING BEFORE POURING CONCRETE. TYPICAL FOR ALL STEEL

5. COAT TAPPING SLEEVE AND BOLTS WITH AN APPROVED BITUMASTIC

GLANDS MAY BE "WRAPPED-UP" IN CONCRETE.

TO KEEP CONCRETE FROM BONDING. TYPICAL WHENEVER BOLTS OR

4. COVER GLANDS AND BOLTS WITH HEAVY POLYETHELENE SHEETING

3. MAKE TAP, LINE EXTENSION AND BACKFILL.

2. IF NO LEAKS, POUR INDICATED CONCRETE BLOCK AND SUPPORT PAD.

VALVE AND APPLY STANDARD HYDROSTATIC TEST.

1. TEMPORARILY SUPPORT TAPPING SADDLE AND

NOTES:

E V

E D N

O T

U N

W .J

VARIESVARIES

1V ON 1H

EXISTING GRAVEL ROAD

1V ON 1H

1V ON 4H

LINE

EXCAVATION

LEVEE DESIGN SECTION

TRENCH

6"D X 4"W

TRENCH

6"D X 4"W

PANEL MATS

(1' X 1' X 20') BOLTED IN 4'

NEW TIMBER MATTING

TOP OF TRUCK WASHDOWN RACK

(TYPICAL)

TO TRUCK WASHDOWN RACK

FOR INGRESS AND EGRESS

RAMP (SURFACING MATERIAL)

CONTRACTOR TO PROVIDE

AND DRAIN)

(TO RECEIVE MATTING

EXCAVATION 12' X 20'

BOLTED IN 4' PANEL MATS

NEW TIMBER MATTING (1' X 1' X 12')

BASE OF TRUCK WASH RACK

BOLTED IN 4' PANEL MATS

NEW TIMBER MATTING (1' X 1' X 12')

BASE OF TRUCK WASHDOWN RACK

BOLTED IN 4' PANEL MATS

NEW TIMBER MATTING (1' X 1' X 20')

TOP OF TRUCK WASHDOWN RACK

6" BELOW GROUND

36" SILT FENCE EMBEDDED

OR STEEL T- POSTS

7' LONG X 3-1/2" DIA.

ROUNDED WOOD POSTS

7" CRUSHED STONE (LOOSE MATERIAL)

7" CRUSHED STONE OR

SURFACING MATERIAL

(EMBED IN TRENCH)

SILT FENCE

FLOOD SIDE

(EMBED IN TRENCH)

SILT FENCE

LAND SIDE

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

H -0

-4

P L

A Q

U E

E S P

A R

H L

W P -2

-B -0

A N N

G U

Y E

A .N

D .H

U E

T E

W O

O D

P A

R K T

O P

T E C

E L E

S T

E P

U M

P S

T A

N O

V -N

F -W a .1

N E

W O

R L E

A N

S T

O V

E N

E L

O U

N A

L A

U R

E N H

H A

T T

E N P .E

E P

S E

P T

E M

B E

O F E

X C

A V

A T

T O

D E

P T

T G

R O

U N

T O

A B

O V

20'

DRAIN

SLOPE TO

DRAIN

SLOPE TO

M A

U M

10' O.C.

VARIES12'' LIFTS

SLO

PE V

ARIE

POINTS OF EGRESS.

3. TRUCK WASHDOWN RACK AT ALL

CONTRACTING OFFICER.

2. DISPOSE OF MUD AS DIRECTED BY

1. SLOPE TIMBER MATTING TO DRAIN.

NOTES:

C/L

2' MAX.

1' MIN.

T O D

R A

S L

O P

(TYP.)

20'

NOT TO SCALE

TRUCK WASHDOWN RACK - PLAN VIEWNOT TO SCALE

SILT FENCE

NOT TO SCALE

FLOOD SIDE DETAIL

NOT TO SCALE

TRUCK WASHDOWN RACK - PROFILE

NOT TO SCALE NOT TO SCALE

ROAD-SURFACING DETAIL

CONCURRENTLY WITH A BENCH ON THE FLOODSIDE.

A BENCH ON THE LAND SIDE MAY BE CONSTRUCTED

THE SIDE OF THE LEVEE AT ANY ONE TIME.

2. NO MORE THAN ONE BENCH IS PERMITTED ON

FOR COMPACTED FILL.

1. BENCHING IS REQUIRED FOR AREAS DESIGNATED

NOTES:

NOT TO SCALE

LAND SIDE DETAIL

BENCHING DETAIL (PHASE I ONLY)

E D -1

-0

C -2

.d g n

C-27

C E

L L

A N

E O

U S D

E T

S L E

V E

E D

E S

E V

E D D

E T

L E

U N

W .J

DISTANCE VARIES

(SEE PLAN)

DISTANCE VARIES

(SEE PLAN)

DISTANCE VARIES

BOTTOM WIDTH = 40'

DITCH

EXISTING

DITCH

EXISTING

TO BE REMOVED

EXISTING CATTLE FENCE

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

H -0

-4

P L

A Q

U E

E S P

A R

H L

W P -2

-B -0

A N N

G U

Y E

A .N

D .H

U E

T E

W O

O D

P A

R K T

O P

T E C

E L E

S T

E P

U M

P S

T A

N O

V -N

F -W a .1

N E

W O

R L E

A N

S T

O V

E N

E L

O U

N A

L A

U R

E N H

H A

T T

E N P .E

E P

S E

P T

E M

B E

EXISTING GROUNDEL. VARIES

HWY 23 SIDE NFL BACK LEVEE SIDE

EXISTING GROUND

BOTTOM EL. VARIES

NEW DRAINAGE CANAL

NEW CANAL C/L

1V:3.5H

NO STEEPER THAN 1V:3.5H

SLOPE VARIES

EXISTING GROUNDEL. VARIES

BOTTOM EL. VARIES

NEW DRAINAGE CANAL

NEW CANAL C/L

NO STEEPER THAN 1V:4H

SLOPE VARIES

1V:4H

POINT CELESTE ROAD

(SEE PLAN)

POINT CELESTE ROAD SIDE

C/L STA. 139+32 TO C/L STA. 235+20

NOT TO SCALE

TYPICAL CANAL SECTION 4

C/L STA. 235+20 TO C/L STA. 252+05

NOT TO SCALE

TYPICAL CANAL SECTION 5

SEE NOTE 2SEE NOTE 2

SEE PLAN AND PROFILE SHEETS

LIMIT OF CLEARING AND GRUBBING

FOR SEEDING LIMIT SEE NOTES

C/L

20' MAINTENANCE ROAD

VARIES, SEE PLAN AND TABULATION

LIMIT OF CLEARING AND GRUBBING

FOR SEEDING LIMIT SEE NOTES

WEST SIDE

DURING CANAL EXCAVATION.

THE CONTRACTOR SHALL NOT BLOCK OR IMPEDE CANAL FLOW

4. IN AREAS WHERE THE EXISTING CANAL IS BEING ENLARGED,

SECTIONS 4 AND 5.

SLOPES. THERE IS A 90 DEGREE TURN BETWEEN TYPICAL CANAL

PROVIDE A SMOOTH TRANSITION BETWEEN CANAL BOTTOM AND SIDE

3. BETWEEN TYPICAL CANAL SECTIONS 4 AND 5, THE CONTRACTOR SHALL

2. REQUIRED PERPETUAL DRAINAGE DITCH EASEMENT.

SURFACING MATERIAL OR FLEXIBLE/RIGID PAVEMENT.

IS COMPLETED UNLESS IT IS WITHIN A CANAL OR COVERED BY

1. ALL DISTURBED AREAS SHALL BE SEEDED AFTER CONSTRUCTION

NOTES:

LIMITS OF EXCAVATION

SHALL BE USED AS UNCOMPACTED FILL.

EXCAVATED SUITABLE EMBANKMENT

SHALL BE USED AS UNCOMPACTED FILL.

EXCAVATED SUITABLE EMBANKMENT

C-307

E D -1

-0

C -3

.d g n

T Y

A L C

A N

A L D

E S

N S

E C

N S

C A

N A

L D

E S

E V

E D N

O T

E O

N T

Y P

C A

N A

L S

E C

U N

W .J

CANAL BOTTOM

1.5'

REFER TO THE CULVERT SCHEDULE TABLE

REINFORCED CONCRETE CULVERTSSEPARATOR GEOTEXTILE

7" SURFACING

OVER PIPE)

(1' MIN. COVER

COMPACTED FILL 12" COMPACTED BEDDING MATERIAL

SEPARATOR GEOTEXTILE

INVERT EL.

GROUND

EXISTING

INVERT EL.

OVER PIPE)

(1' MIN. COVER

COMPACTED FILL

SEPARATOR GEOTEXTILE

7" SURFACING

GROUND

EXISTING

12" COMPACTED BEDDING MATERIAL

SEPARATOR GEOTEXTILE

REFER TO THE CULVERT SCHEDULE TABLE

REINFORCED CONCRETE CULVERTS

SEPARATOR GEOTEXTILE (1' MIN. COVER OVER PIPE)

COMPACTED FILL

7" SURFACING

REPOSE

REFER TO THE CULVERT SCHEDULE TABLE

REINFORCED CONCRETE CULVERTS

REPOSE

UPSTREAM INVERT EL.

DOWNSTREAM INVERT EL.

CANAL BOTTOM

BEDDING MATERIAL

12" COMPACTED

SEPARATOR GEOTEXTILE

ROAD C/L

CULVERT LENGTH

NEW CANAL C/L

* IN REFERENCE TO NEW CANAL C/L STATION, UNLESS NOTED OTHERWISE.

NEW CANAL C/L

-7.61

-7.50

-6.60

-9.05

-9.02

-10.01

-8.40

-10.94

-10.98

-11.01

-7.60

-7.30

-6.58

-9.04

-9.00

-9.99

-8.20

-10.93

-10.96

-10.99

C A

N A

L B

O T

T O

C A

N A

L B

O T

T O

1V ON 3~4H

T O

P O

F C

U T

V O

T O

P O

F C

U T

1V ON 3~4H

T O

P O

F C

U T

1V ON 3~4H

C A

N A

L B

O T

T O

V O

H T O

P O

F C

U T

1V ON 3~4H

C A

N A

L B

O T

T O

C A

N A

L B

O T

T O

V O

T O

P O

F C

U T

1V ON 3~4H 1V ON 3~4H

T O

P O

F C

U T

V O

T O

P O

F C

U T

1V ON 3~4H

V O

T O

P O

F C

U T

C A

N A

L B

O T

T O

1V ON 3~4H

A N

A L B

O T

T O

NEW CANAL C/L NEW CANAL C/L

ROAD C/LROAD C/L

1V ON 3H 1V

ON 3

1V ON 3H1V

ON 3

C A

N A

L B

O T

T O

NAME DIAMETER (IN) LENGTH (FT) STATION*

DIADIA

CULVERT SCHEDULE TABLE

INVERT EL (FT)

DOWNSTREAM

INVERT EL (FT)

UPSTREAM

BARRELS

NUMBER OF

1 2

SECTION

NOT TO SCALE

SECTION

NOT TO SCALE

PLAN VIEW NOT TO SCALE

PLAN VIEW

DIA. 1.5'1.5'

1.5' 1.5'

ROAD 1, SHEET C-18

139+68

186+94

186+38

5 54

54 -11.27 -11.28

68+86.5

232+93.5

234+51.5

235+95.5

248+96.5

138+97

71+26

C-500

C-501

C-502

C-503

C-504

C-505

C-506

C-507

C-508

C-509

C-510

SEE TYP. SECTIONS

VARIES

SEE T

. S

ECTIO

VARIE

SEE TYP. SECTIONS

VARIES

SEE T

. S

ECTIO

VARIE

SEE NOTE 5

CUT FOR CULVERT CROSSINGS AT EXISTING ACCESS ROADS.

5. SEPARATOR FABRIC SHALL EXTEND 10-FEET BEYOND TOP OF

AN OUTSIDE SPACING OF 1.5' AS SHOWN IN SECTION 2.

BARRELS, USE 1.5' OF SPACING BETWEEN EACH BARREL AND

4. FOR CULVERT CROSSINGS REQUIRING MORE THAN TWO

PIPES AT JOINTS.

3. GEOTEXTILE FABRIC SHALL BE PLACED AROUND CULVERT

ANY DIKES WHEN SO DIRECTED BY THE CONTRACTING OFFICER.

THROUGH THE CULVERT, THE CONTRACTOR SHALL REMOVE

2. SHOULD IT BECOME NECESSARY AT ANY TIME TO DRAIN

BAGS AND/OR USE PUMPS TO DEWATER AS REQUIRED.

INSTALL DIKES MADE FROM THE EXCAVATED MATERIAL, SAND

BE PERFORMED IN THE DRY AND THE CONTRACTOR SHALL

1. CULVERT INSTALLATION AND BACKFILL OPERATION SHALL

NOTES:

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

H -0

-4

P L

A Q

U E

E S P

A R

H L

W P -2

-B -0

A N N

G U

Y E

A .N

D .H

U E

T E

W O

O D

P A

R K T

O P

T E C

E L E

S T

E P

U M

P S

T A

N O

V -N

F -W a .1

N E

W O

R L E

A N

S T

O V

E N

E L

O U

N A

L A

U R

E N H

H A

T T

E N P .E

E P

S E

P T

E M

B E

C-308

E D -1

-0

C -3

.d g n

A N

D C

U L

V E

R T D

E T

S N

E W C

A N

A L E

X C

A V

A T

N C

A N

A L D

E S

U N

W .J .L

R E

E D C

U L

V E

R T L

E N

G T

H S I

N T

A B

L E

A D

D E

D N

O T

E D

E N

N T

O S

E C

EL. 12.5

L E

V E

E C

R O

S S S

E C

N S

CS-01

P H

A S

E D -1

-0

C S -1 .d g n

E V

E D D

W G "N

O T

E S

U N

W .J .L

-20

E O

N G

T B

S L P

T O

S L P

T B

P S

S L P

P S

C B

L C

L F S

S L P

F S

M S

H M

S H

M S

-20

E O

N G

T B

S L P

T O

P S

S L P

B L

P S

C C

F S

S L P

F S

M S

-20

E O

A N

N G

T B

S L P

T O

D P

S T

S L P

B L

P S

C C

L F S

S L P

F S

M S

-20

E O

N G

T B

S L P

T O

D P

S T

S L P

P S

C B

L C

F S

C S

L P

S L P

F S

M S

-20

E O

A N

N G

T B

S L P

T O

D P

S T

S L P

P S

C C

L B

L F S

S L P

F S

M S

-20

E O

N G

T B

S L P

T O

S L P

T B

P S

S L P

P S

C B

L C

L F S

S L P

F S

M S

H M

S H

M S

-20

E O

N G

T B

S L P

T O

P S

S L P

B L

P S

C C

F S

S L P

F S

M S

E O

A N

N G

T B

S L P

T O

D P

S T

S L P

B L

P S

C C

L F S

S L P

F S

M S

-20

E O

N G

T B

S L P

T O

D P

S T

S L P

P S

C B

L C

F S

C S

L P

S L P

F S

M S

SP; SLOPEPAVING

BOT; BOTTOM

CL; CENTERLINE

EW; EDGE WOODS

FL; FENCE LINE

FS; FLOOD SIDE LEVEE

NG; NATURAL GROUND

PS; PROTECTED SIDE LEVEE

RMP; RAMP PWL: POWER LINE

WE; WATER EDGE

TOL; TOE OF LEVEE

TB; TOP OF BANK

SND; SOUNDINGS

SLP; SLOPE SHOT

MSH; MARSH

CROSS-SECTION ABBREVIATIONS

N A

V D .5

FLOOD SIDE

LAND SIDE

2.8

-105.1

2.4

-98.9

1.4

-82.6

-65.4

-50.6

-48.3

-.8

-44.8

-2.0

-42.2

-1.4

-33.9

-.9

-30.0

-.6

-26.2

-.4

-24.1

-20.4

1.5

-16.6

2.5

-12.9

3.7

-9.1

4.7

-4.5

5.3

-1.2

5.5

5.7

2.5

5.5

5.4

4.9

8.7

4.0

12.5

3.4

16.1

2.8

21.2

2.1

30.5

35.6

54.9

74.4

93.2

113.4

134.9

-.6

153.2

174.0

-.5

193.2

-.9

214.7

233.5

-1.0

253.5

-1.0

274.0

-1.3

294.5

-.3

313.1

333.0

353.7

-1.4

366.6

-1.4

384.0

-1.3

404.2

422.9

441.9

1.1

460.6

1.1

469.6

1.6

478.2

-.2

480.9

-1.6

500.5

-3.3

517.3

-3.3

534.1

3.3

-95.9

2.8

-91.8

2.0

-76.8

1.0

-61.7

-45.3

-.6

-41.4

-1.9

-38.2

-1.6

-29.7

-.8

-26.5

-.2

-22.1

-17.6

2.3

-12.7

3.5

-7.9

4.4

-3.8

5.3

-.2

5.3

3.1

4.9

6.1

4.1

9.2

3.4

12.6

2.8

17.9

2.5

23.0

2.4

29.9

38.9

60.1

77.3

97.6

113.7

1.7

126.6

1.9

144.9

165.6

185.9

204.3

-.7

224.9

-.8

245.4

-1.1

264.9

286.3

-1.2

305.4

325.8

346.1

365.7

-.7

385.4

-.9

404.9

-.8

424.4

-.9

430.5

-1.5

444.8

-2.2

466.4

-3.6

483.7

-2.8

504.6

-.5

526.3

531.2

3.5

-89.4

3.5

-87.1

2.8

-83.3

2.1

-74.9

1.5

-67.5

1.1

-60.7

-52.0

-45.6

-.1

-42.7

-.5

-38.9

-1.7

-36.5

-1.5

-29.8

-.4

-27.6

-21.3

1.5

-15.1

2.8

-9.5

4.2

-3.8

5.0

-.2

5.2

2.5

5.1

4.6

4.1

8.6

3.1

13.3

2.6

17.7

2.3

21.6

2.1

30.1

1.0

36.2

44.4

64.8

84.4

104.6

124.3

143.7

164.0

184.4

204.6

223.8

244.7

1.3

265.0

284.2

304.3

-1.0

323.2

-2.3

344.5

-1.1

362.9

1.0

372.2

386.1

-.5

402.7

418.0

-.2

429.5

443.3

-1.4

463.1

-1.6

485.0

-2.3

502.0

-2.9

507.5

-3.4

523.9

-3.0

542.3

2.7

-86.9

2.5

-83.6

2.4

-77.0

1.7

-69.3

1.2

-59.7

-49.9

-43.8

-.2

-40.9

-1.0

-38.5

-1.2

-31.0

-.5

-28.5

-20.9

2.1

-15.0

3.4

-10.1

4.6

-5.7

5.4

-1.9

5.6

-.2

5.6

1.7

5.3

4.7

4.8

6.9

3.7

11.1

2.6

15.8

2.0

22.2

32.9

49.7

-.2

66.2

84.5

105.8

-.4

125.9

141.7

-1.0

145.9

-.9

155.9

165.5

186.0

-.9

205.1

-.9

225.3

245.9

-1.0

265.8

-1.0

286.0

-1.0

305.5

-.5

325.9

345.8

365.7

-.9

385.7

-.4

405.4

426.3

445.4

-1.0

466.3

-1.2

485.9

-1.2

496.6

-1.3

503.8

-1.3

518.8

-1.3

530.6

550.3

2.9

-86.6

2.7

-84.5

2.1

-79.5

1.5

-72.4

-64.7

-55.9

-52.3

-.2

-47.9

-2.1

-43.2

-1.8

-31.0

-.7

-28.9

-24.1

1.4

-18.3

2.7

-14.3

4.1

-8.8

5.0

-5.9

5.6

-3.4

5.7

-1.0

5.7

5.6

1.3

4.6

5.1

3.8

8.0

3.0

12.6

2.4

17.8

2.3

27.6

38.5

53.9

73.3

-.1

92.5

113.6

-1.6

133.5

-.5

152.9

-1.9

174.6

181.1

1.8

194.2

2.4

202.9

211.1

1.3

224.7

244.1

-.3

264.0

-.4

283.8

-.6

303.1

323.9

-.4

343.5

-1.6

364.7

-1.5

383.8

-1.1

403.5

-1.3

423.3

-1.0

443.9

1.0

463.6

1.0

483.4

1.0

503.1

521.4

-1.3

536.2

2.8

-105.1

2.4

-98.9

1.4

-82.6

-65.4

-50.6

-48.3

-.8

-44.8

-2.0

-42.2

-1.4

-33.9

-.9

-30.0

-.6

-26.2

-.4

-24.1

-20.4

1.5

-16.6

2.5

-12.9

3.7

-9.1

4.7

-4.5

5.3

-1.2

5.5

5.7

2.5

5.5

5.4

4.9

8.7

4.0

12.5

3.4

16.1

2.8

21.2

2.1

30.5

35.6

54.9

74.4

93.2

113.4

134.9

-.6

153.2

174.0

-.5

193.2

-.9

214.7

233.5

-1.0

253.5

-1.0

274.0

-1.3

294.5

-.3

313.1

333.0

353.7

-1.4

366.6

-1.4

384.0

-1.3

404.2

422.9

441.9

1.1

460.6

1.1

469.6

1.6

478.2

-.2

480.9

-1.6

500.5

-3.3

517.3

-3.3

534.1

3.3

-95.9

2.8

-91.8

2.0

-76.8

1.0

-61.7

-45.3

-.6

-41.4

-1.9

-38.2

-1.6

-29.7

-.8

-26.5

-.2

-22.1

-17.6

2.3

-12.7

3.5

-7.9

4.4

-3.8

5.3

-.2

5.3

3.1

4.9

6.1

4.1

9.2

3.4

12.6

2.8

17.9

2.5

23.0

2.4

29.9

38.9

60.1

77.3

97.6

113.7

1.7

126.6

1.9

144.9

165.6

185.9

204.3

-.7

224.9

-.8

245.4

-1.1

264.9

286.3

-1.2

305.4

325.8

346.1

365.7

-.7

385.4

-.9

404.9

-.8

424.4

-.9

430.5

-1.5

444.8

-2.2

466.4

-3.6

483.7

-2.8

504.6

-.5

526.3

531.2

3.5

-89.4

3.5

-87.1

2.8

-83.3

2.1

-74.9

1.5

-67.5

1.1

-60.7

-52.0

-45.6

-.1

-42.7

-.5

-38.9

-1.7

-36.5

-1.5

-29.8

-.4

-27.6

-21.3

1.5

-15.1

2.8

-9.5

4.2

-3.8

5.0

-.2

5.2

2.5

5.1

4.6

4.1

8.6

3.1

13.3

2.6

17.7

2.3

21.6

2.1

30.1

1.0

36.2

44.4

64.8

84.4

104.6

124.3

143.7

164.0

184.4

204.6

223.8

244.7

1.3

265.0

284.2

304.3

-1.0

323.2

-2.3

344.5

-1.1

362.9

1.0

372.2

386.1

-.5

402.7

418.0

-.2

429.5

443.3

-1.4

463.1

-1.6

485.0

-2.3

502.0

-2.9

507.5

-3.4

523.9

-3.0

542.3

2.7

-86.9

2.5

-83.6

2.4

-77.0

1.7

-69.3

1.2

-59.7

-49.9

-43.8

-.2

-40.9

-1.0

-38.5

-1.2

-31.0

-.5

-28.5

-20.9

2.1

-15.0

3.4

-10.1

4.6

-5.7

5.4

-1.9

5.6

-.2

5.6

1.7

5.3

4.7

4.8

6.9

3.7

11.1

2.6

15.8

2.0

22.2

32.9

49.7

-.2

66.2

84.5

105.8

-.4

125.9

141.7

-1.0

145.9

-.9

155.9

165.5

186.0

-.9

205.1

-.9

225.3

245.9

-1.0

265.8

-1.0

286.0

-1.0

305.5

-.5

325.9

345.8

365.7

-.9

385.7

-.4

405.4

426.3

445.4

-1.0

466.3

-1.2

485.9

-1.2

496.6

-1.3

503.8

-1.3

518.8

-1.3

530.6

550.3

B/L STA. 1094+00.00

B/L STA. 1096+00.00

B/L STA. 1098+00.00

B/L STA. 1100+00.00

B/L STA. 1102+00.00

1 INCH = 10 FEET VERTICAL.

DRAWINGS CS-301 THRU CS-310, SCALE: 1 INCH = 20 FEET VERTICAL AND

3. DRAWINGS CS-01 THRU CS-50, SCALE: 1 INCH = 20 FEET VERTICAL AND HORIZONTAL.

2. ALL CROSS SECTIONS SHOWN ARE PERPENDICULAR TO LEVEE BASELINE.

1. SEE SHEET G-05 FOR B/L = C/L MATCH TABULATIONS.

NOTES:

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

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IDENTIFICATION

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®of Engineers

US Army Corps

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ED-14-027_05_G-05 Amend0002

ED-14-027_07_G-07 Amend0002

ED-14-027_08_C-01 Amend002

ED-14-027_21_C-11 Amend0002

ED-14-027_28_C-17 Amend0002

ED-14-027_35_C-24d Amend0002

ED-14-027_38_C-27 Amend0002

ED-14-027_47_C-307 Amend0002

ED-14-027_48_C-308 Amend0002

File details come from the government source that posted it. Updated Jun 24, 2020.