Dwgspkg2_ED 10-086_WBV-MRL 4.1.pdf

PDF 4 MB Posted Mar 25, 2011

Attached to: WBV-MRL 4. 1
Solicitation number: WBV04109H0054
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

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File	Type	Posted
Award Notice.pdf	PDF	Apr 6, 2011
MRL 4.1 Amendment 0001.pdf	PDF	Mar 29, 2011
Specifications.pdf	PDF	Mar 25, 2011
Dwgspkg7_ED 10-086_WBV-MRL 4.1.pdf	PDF	Mar 25, 2011
Dwgspkg3_ED 10-086_WBV-MRL 4.1.pdf	PDF	Mar 25, 2011
Dwgspkg1_ED 10-086_WBV-MRL 4.1.pdf	PDF	Mar 25, 2011
Dwgspkg4_ED 10-086_WBV-MRL 4.1.pdf	PDF	Mar 25, 2011
Dwgspkg5_ED 10-086_WBV-MRL 4.1.pdf	PDF	Mar 25, 2011
Dwgspkg6_ED 10-086_WBV-MRL 4.1.pdf	PDF	Mar 25, 2011

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G-03

E D

-0

G -0

C .d g n

E X L E

G E

N D A

B B

R E

N S

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

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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

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N 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 -8 -4

X X

P L

A Q

U E

E S P

A R

H L

O U

N A

W B

V -M

R L .1

-J

A N -2

E N

G L

H T

U R

N B

E N

D T

O B

E L L E C

H A

S S

A .N

J .H .G

E N

E E

R E

D A

L T

E R

N A

E M

E A

S U

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S Q .J .B

J .H .G

W E

S T B

A N

K V

Y (H

S D

R R

P I

E R L

E V

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P I

E R A

N D

T R

U T

A R

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R O J E

C T

M R

INDEX OF DRAWINGSNO.

COVER SHEETG-01

G-02

G-03

G-04

INDEX, LEGEND AND ABBREVIATIONS

TABULATIONS

GENERAL CROSS-REFERENCING SYMBOLS

SECTION/DETAIL TITLE

ON SAME DRAWING

(CENTERED UNDER

SECTION/DETAIL)

SECTION/DETAIL TITLE

ON ANOTHER DRAWING

(CENTERED UNDER

SECTION/DETAIL)

VIEW SUBTITLE

(CENTERED UNDER

EACH VIEW)

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

99/999

DETAIL/SECTION

SCALE:

TOP FRONT SIDE

ELEVATION SECTION

SECTION CUT W/

VIEW SHOWN ON

SAME DRAWING

SECTION CUT W/

VIEW SHOWN ON

ANOTHER DRAWING

DETAIL SYMBOL W/

VIEW SHOWN ON

ANOTHER DRAWING

DETAIL SYMBOL W/

VIEW SHOWN ON

SAME DRAWING

99/999

ABBREVIATIONS

* UNLESS OTHERWISE NOTED ON EACH SHEET

GENERAL LEGEND

C-01 PLAN AND PROFILE

LOCATION AND VICINITY MAP

EXIST

MAX

MIN

SST

TYP

EXISTING

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

UNDERGROUND

APPROXIMATE

BASELINE

FLOOD SIDE

VERTICAL

DIAMETER

P/S

L/S

FS&M

EXPANSION JOINT

STATION

DRAWINGDWG

HEIGHT

NUMBER

SAN SANITARY

SPECIFICATIONS

MIRR MIRRORED

APPROX

B/L

EL.

DIA

MISC

SPEC

T&B

UNO

UGND

S/P

MISC

LANDWARDL/W

AZ AZIMUTH

F/S

PROTECTED SIDE

LAND SIDE

FERTILIZE, SEED AND MULCH

ELEVATION

EXISTING

EXIST EXISTING

H HORIZONTAL

DIST DISTANCE

P.I. POINT OF INFLECTION

STA

FEET

SHEET PILE

N.T.S. NOT TO SCALE

P/L PIPELIINE

R/W RIGHT OF WAY

MISCELLANEOUS

WJLD WEST JEFF. LEVEE DISTRICT

DOTD DEPT. OF TRANS. & DEVELOP.

OFFSET

ON CENTER

C-02 PLAN AND PROFILE

GENERAL NOTES:

DESCRIPTION

TABULATION OF BENCHMARK

ELEVATION

LAT: 29° 51’ 09.94001" N

LONG: 89° 59’ 12.534" W

EL. 4.06 FT

EPOCH: NAVD 88

(2004.65)

X = 3,707,668.74

Y = 494,455.71

"C 367" IS A STAINLESS STEEL ROD INSIDE SLEEVE SET FLUSH WITH THE GROUND.

THE MONUMENT IS LOCATED 77.2 FT. NORTHWEST OF THE CENTERLINE OF ROUTE 23

SOUTHBOUND, 14.6 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF

A BRICK BELL MONUMENT, 49.7 FEET NORTH-NORTHWEST OF A STREET LIGHT. THE

COVER IS STAMPED "C367 1984".

MONUMENT LOCATION: "C 367" IS LOCATED IN BELLE CHASSE, LA. ALONG HIGHWAY 23

IN THE NORTHWEST LAWN OF THE BELLE CHASSE LIBRARY.

DATE: RECOVERED NOVEMBER 11, 2009.

MOUNMENT ESTABLISHED BY U.S.C.O.E.

BENCHMARKS

EL. 6.58 FT

EPOCH: NAVD 88

(2004.65)

LAT 29° 51’ 21.33893" N

LONG 89° 58’ 57.1598" W

C.O.E. BRASS CAP STAMPED 08-031C-V1.

MONUMENT LOCATION: THE BRASS MONUMENT IS SET IN A SIDEWALK ALONG

THE SOUTH SIDE OF AVENUE G ADJACENT TO A PARKING LOT ENTRANCE.

DATE: FEB. 11, 2008

MONUMENT ESTABLISHED BY:

VERTICAL: CONVENTIONAL LEVELING

HORIZONTAL : RTK

C 367

X = 3,709,008.825

Y = 495,623.024

C-03

C-04

C-05

C-06

C-07

C-11

B-01

B-02

H-01

CS-1

CS-2

CS-3

CS-4

CS-5

CS-6

CS-7

CS-8

CS-9

PLAN AND PROFILE

TYPICAL SECTION

CROSS SECTION

PRIMARY

08-031C-V1

MISCELLANEOUS DETAILS

SOIL BORING LEGEND

SOIL BORING LOG

STAGE HYDROGRAPH

FERRY RAMP DETAIL

C-10

C-09

C-08

GUARDRAIL DETAILS

GUARDRAIL DETAILSC-12

MISCELLANEOUS DETAILS AND LEVEE CROWN DETAILS

C-13

PID=ATO697

CENTER LINEC/L R RAMP

EL. 15.18 FT

EPOCH: NAVD 88

(2004.65)

LAT: 29° 47’ 21.32698" N

LONG: 90° 01’ 14.66251" W

X = 3,697,179.89

Y = 471,239.15

MONUMENT LOCATION: THE BENCHMARK IS LOCATED IN ON THE RIGHT DESCENDING

BANK OF THE MISSISSIPPI RIVER, SOUTH OF BELLE CHASSE, LA. THE MONUMENT

IS ON THE TOP OF LEVEE, APPROX. 920 FEET NORTH OF WHERE EAST WALKER

ROAD HITS THE LEVEE

"WPLDLMS 85" IS A 3" BRASS CAP SET 1.3 FEET BELOW GROUND SURFACE.

THE MONUMENT IS LOCATED 7.5 FT. NORTHWEST OF THE CONCRETE SLOPE

PAVING AND 5 FOOT NORTHWEST OF THE FLOOD SIDE CROWN OF LEVEE.

THE BM IS STAMPED "WPLD 85 1977/2004". THE CAP NO LONGER REFLECTS

THE LMS 114 STAMPING INDICATED ON THE NGS DATA SHEET.

JOB #: 09-210C

DATE: 11-11-2009.

HORIZONTAL POSITION ESTABLISHED BY: "T" FILE

VERTICAL POSITION ESTABLISHED BY: CLOSED LEVEL LOOP FROM NGS MARK "C 367"

NOTE: C367 IS PRIMARY BENCHMARK FROM STA. 173+00 TO 280+00

WPLD LMS-85 IS PRIMARY BENCHMARK FROM 280+00 TO 314+00

WPLD LMS-85

1. THE DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL

POINTS ARE AVAILABLE FROM THE NEW ORLEANS DISTRICT

SURVEY SECTION (504) 862-1852.

2. ORIGINAL DATA COMPILED NAD 83 US SURVEY FOOT UNLESS

OTHERWISE NOTED.

3. XY COORDINATES USED IN DRAWINGS REFER TO HORIZONTAL DATUM:

NAD 83, STATE PLANE, LA SOUTH, ZONE 1702, US FEET.

4. AERIAL PHOTOGRAPHY FLOWN IN 2008.

5 AZIMUTHS SHOWN ARE MEASURED CLOCKWISE FROM THE NORTH.

6. ALL AZIMUTHS ARE 90° UNLESS OTHERWISE STATED.

7. DIMENSIONS AND/OR ELEVATIONS MARKED PLUS OR MINUS (+/-) ARE

APPROXIMATE READING. THE CONTRACTOR SHALL VERIFY ACTUAL

DIMENSIONS IN THE FIELD.

8. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED.

ALL DIMENSIONS AND ELEVATIONS MARKED N.T.S. ARE "NOT TO SCALE".

9. ALL ELEVATIONS ARE EXPRESSED IN FEET AND REFER TO NAVD 88

ADJUSTED LEVELING (2004.65), UNLESS OTHERWISE STATED.

10. LOCATION OF EXISTING UTILITIES INDICATED ON THE PLAN SHEETS

ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE BASED, IN PART,

ON INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. IT IS

THE CONTRACTOR’S RESPONSIBILITY TO VERIFY ALL EXISTING UTILITY LOCATIONS

PRIOR TO CONSTRUCTION. SEE SPECIFICATIONS FOR

A LIST OF ALL UTILITY CONTACTS.

11. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING

UTILITIES CAUSED BY CONSTRUCTION OPERATIONS. THE DAMAGE SHALL

BE REPAIRED AT THE CONTRACTOR’S EXPENSE.

12. NOISE CONTROL - CONTRACTOR SHALL TAKE MEASURES TO AVOID

UNNECESSARY NOISE APPROPRIATE FOR THE AMBIENT SOUND LEVELS

IN THE AREA DURING WORKING HOURS. ALL CONSTRUCTION MACHINERY &

VEHICLES SHALL BE EQUIPPED WITH STANDARD SOUND MUFFLING DEVICES,

AND OPERATED IN A MANNER TO CAUSE THE LEAST NOISE, CONSISTENT

WITH EFFICIENT PERFORMANCE OF THE WORK.

13. DUST CONTROL - CONTRACTOR SHALL TAKE MEASURES TO PREVENT

UNNECESSARY DUST WHILE TRANSPORTING EARTHEN MATERIAL

WITHIN THE LEVEE RIGHT-OF-WAY. THE EMBANKMENT SHALL BE KEPT

MOIST TO PREVENT BLOWING.

14. CONTRACTOR SHALL VISIT THE SITE OF WORK AND COMPLETELY INFORM HIMSELF

RELATIVE TO THE EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION.

15. ALL WORK AROUND HIGH VOLTAGE POWER LINES SHALL BE IN ACCORDANCE WITH

OSHA AND ENTERGY REQUIREMENTS, AND USACE SAFETY MANUAL "EM-385-1-1"

16. THE CONTRACTOR SHALL MAKE HIS OWN INTERPRETATION OF THE CHARACTER AND

CONDITION OF THE MATERIALS WHICH WILL BE ENCOUNTERED BETWEEN THE BORING

LOCATIONS. THE CONTRACTOR, AT HIS OWN EXPENSE, MAY MAKE ADDITIONAL SURVEYS

AND INVESTIGATIONS AS NECESSARY TO DETERMINE CONDITIONS WHICH WILL

AFFECT THE PERFORMANCE OF THE WORK.

17. ALL BRASS DISKS FOUND IN THE FIELD AND MARKED "COE"

ARE 1" PIPES AND 3 1/2" BRASS DISKS. THESE DISKS HAVE

BEEN PREVIOUSLY SET TO ESTABLISH THE PROJECT BASELINE.

18. OFFSETS REFLECT A PERPENDICULAR OFFSET (90 DEGREES) FROM THE B/L

LISTED AS LT. (LEFT) OR RT. (RIGHT), UNLESS OTHERWISE NOTED.

19. EXISTING GROUND LINES SHOWN ARE CROSS SECTION DERIVED

FROM COMPUTER GENERATED SURFACES AND ARE FOR INFORMATIONAL PURPOSES

ONLY AND SHALL BE CONTRACTOR VERIFIED.

20. AVE. G LEADING TO THE BELLE CHASSE FERRY LANDING RAMP IS NOT TO BE USED

AS A HAULING ROUTE.

TYPICAL SECTION

RAMP DETAIL

STAGE HYDROGRAPHH-02

C-14

97-41M

P.I. POINT

FIRE HYDRANT

MANHOLE

CATCHBASIN

WATER VALVE

FILL

CUT

LEVEE

EXISTING GAS

EXISTING FENCE

EXISTING

OVERHEAD P0WER

WATERMAIN

EXISTING

STORM SEWER

EXISTING

SANITARY SEWER

EXISTING COMMUN.

LINE (TELEPHONE)

EXISTING CABLE

(COAXIAL T.V.)

LIMIT OF

CONSTRUCTION

EASEMENT

EXISTING CULVERT

PIPE

POWER POLE

UNDISTURB

BORING LOCATION

C/L

PERPETUAL FLOOD PROT.

LEVEE EASEMENT

PROJECT BASELINE

(B/L)

CONE PENETROMETER

TEST

BENCH MARK

SUGGESTED QUEUE LAYOUT

G-04

T A

B U

L A

N S

E D

-0

G -0

C .d g n

241° 49’ 4.32"

271° 48’ 40.07"

289° 33’ 26.46"

258+13.43

259+26.85

260+77.90

262+28.98

280+42.85

282+55.50

284+68.19

276° 33’ 19.05"

274° 35’ 19.98"

241° 49’ 4.32"

271° 48’ 40.07"

289° 33’ 26.46"

TEMPORARY ROAD EASEMENT AT 286+58 - (CE-2)

TEMPORARY ROAD EASEMENT AT 310+60 - (CE-3)

TEMPORARY WORK AREA EASEMENT AT 292+15 - (CE-5)

TEMPORARY ROAD EASEMENT AT 308+86 - (T-1)

TEMPORARY WORK AREA EASEMENT FOR

WBV-MRL 3.1 AT 311+50 - (CE-4)

LP& L 8" BURIED POWER AND LIGHT CABLE

ABANDONED 8" BURIED POWER AND LIGHT CABLE

RAMP

FENCE

ENTERGY

CATWALK

271+27(+/-)

271+74(+/-)

272+23(+/-)

292+15(+/-)

296+55(+/-)

307+40(+/-)

274+74(+/-) TO 289+27(+/-)

295+08(+/-) TO 297+50(+/-)

298+31(+/-) TO 310+84(+/-)

8" WATERLINE 281+27(+/-)

6’ WIDE CATWALK & 8 VARIOUS SIZE PIPES

LOW OVERHEAD POWERLINE & GUY WIRE

ENTERGY 267+41(+/-)

ENTERGY LOW OVERHEAD POWERLINE 273+04(+/-)

GUY WIRE

300+41(+/-)

BELLE CHASSE FERRY LAND RAMP

12" PVC DREDGE PIPE

PLAQUEMINES PARISH EXISTING RAMP 174+50(+/-)

PLAQUEMINES PARISH PVC PIPE 176+22(+/-)

185+48(+/-)

181+79(+/-)

188+16(+/-)

CATCH BASIN ALONG LEVEE

TOE PROTECTED SIDE LEVEE TOE

CATCH BASIN ALONG LEVEE

TOE PROTECTED SIDE LEVEE TOE

CATCH BASIN ALONG LEVEE

TOE PROTECTED SIDE LEVEE TOE

ENTERGY AERIAL LINE W/POLES 207+30(+/-) TO 235+50(+/-)

ENTERGY POWER POLE 292+96(+/-)

PLAQUEMINES PARISH

ABANDONED

8" WATERLINE

272+23(+/-)ENTERGY OVERHEAD TRANSMISSION LINE

PRIVATE ACCESS GATE TO THE

PROTECTED SIDE LEVEE TOE

286+68(+/-)

PRIVATE

ENTERGY POWER POLE 292+15(+/-)

292+20(+/-)

292+80(+/-)

PLAQUEMINES PARISH

ENTERGY POWER POLE

FIRE HYDRANT

PRIVATE

SEVERN TRENT

(PLAQUEMINES PARISH)

SHARED ACCESS

PRIVATE ACCESS ONLYRAILROAD CROSSING 309+96(+/-)

ENTERGY

PRIVATE

LOW OVERHEAD POWERLINE & GUY WIRE

SUN DRILLING, INC.

ENTERGY 2 GUY WIRES 297+84(+/-)

SEVERN TRENT 6" WATERLINE

6" WATERLINE

4" PLAQUEMINES PARISH WATERLINE

SEVERN TRENT

(PLAQUEMINES PARISH)

X Y

TEMPORARY ROAD EASEMENT AT 226+76 - (CE-1)*

284° 15’ 45.70’’

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)

DISPOSITION LEGEND

DO NOT DISTURB, NO ACCESS

ITEM OWNER DISPOSITIONDESCRIPTION B/L STATION

TABULATIONS OF FACILITIES WITHIN THE PERPETUAL FLOOD PROTECTION LEVEE EASEMENTDISTANCES MEASURED

FROM BASELINE

AZIMUTHB/L STATION

PROTECTED SIDE

TABULATION OF EXISTING RIGHT-OF- WAY

226+50.00

229+62.12

244+65.67

248+03.72

257+00.00

65.0’

280°21’22.16’’

279°16’32.24’’

264+85.38

267+41.83

271+36.21

275+30.65

276+24.33

277+18.02

278+80.44

285+48.21

286+28.24

294+13.13

301+98.13

303+37.81

304+77.51

65.0’

69.0’

51.0’

55.0’

58.0’

65.0’

58.0’

C-2

C-1

R-3

R-2

CW-2

502,056.478

502,057.488

F-3

F-4

E-3

288+34(+/-) TO 292+12(+/-)

W-1

E-1

E-2

CW-1

298+26(+/-)WT-1 WATER TANK

W-2 298+26(+/-)

DP-1

F-1

(2)

R-1

PL-1

P-1

CB-1

CB-2

CB-3

P-2 (2)**

*: ALL OFFSETS ARE PERPENDICULAR TO

THE BASELINE UNLESS OTHERWISE NOTED.

501,996.216

501,997.936

496,157.930

496,129.740

E-2A

3,710,125.889

3,710,127.153

3,710,112.393

3,710,104.168

3,709,320.460

3,709,309.935

3,708,809.746 496,412.537

G-1 (2)(B)

** (B)(1)

P-3 (2)**

FH-1

P-4 (2)**

*(2)(B)

(EXCEPT AT

FERRY RAMP)

*: RAMP R-1 SHALL NOT BE RECONSTRUCTED UNTIL ALL WORK

IS COMPLETE OR AS DIRECTED BY THE CONSTRUCTING OFFICER

T-1

TABULATIONS OF

TEMPORARY ROAD EASEMENTS &

TEMPORARY WORK AREA EASEMENTS

E-3A

E-3B

E-3C (2)**

(2)**

292+12(+/-) TO 292+77(+/-)

292+77(+/-) TO 308+02(+/-)

292+77(+/-) TO 292+93(+/-)

292+77(+/-)

W-1A 292+15(+/-)

(B)

E-4

W-2A

W-2B

298+26(+/-)

3,708,813.543 496,393.566

3,708,813.837 496,360.696

(B)(1)

3,708,780.366 496,345.714

493,961.568

493,948.585

494,039.718

493,031.617

494,135.982

494,115.336

494,163.992

494,146.696

3,708,481.705

3,708,349.724

3,708,333.090

3,708,299.212

3,708,289.161

3,708,230.115

3,708,211.800

3,708,234.044 494,661.941

494,625.880

3,708,008.242

3,707,986.113

3,708,387.381 493,793.160

493,943.270

3,708,295.934

3,708,437.830 493,877.360

3,708,489.600

3,708,218.478

494,763.817

494,729.919

3,708,299.470

493,836.718

3,709,082.960

3,708,948.100

3,708,974.640

3,709,067.040

3,709,121.496 495,650.016

495,659.300

495,700.210

495,643.030

495,554.140

3,708,286.242

3,708,277.635

3,708,236.745

3,708,245.352

494,141.240

494,120.008

494,136.583

494,157.815

173+00.00

188+16.49

188+25.00

199+47.04

204+00.00

205+83.22

207+32.40

216+25.42

218+97.10

222+09.19

225+52.19

74.61’

73.34’

74.7’

80.1’

80.0’

70.8’

70.9’

65.0’

321° 36’ 16.81’’

312° 27’ 08.42’’

287° 20’ 30.27’’

283° 14’ 18.41’’

281° 01’ 47.30’’

275° 06’ 56.82’’

STATE PLANE

COORDINATES

PI NO.

55.0’311+21.13

314+00.00 60.0’

307+99.29 56.0’

56.0’309+00

NEW ORLEANS DISTRICT

S O

A T

N N

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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

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P R

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B E

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P L

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C A

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P L

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A T

D A

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M A

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C O

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SHEET

IDENTIFICATION

D A

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US Army Corps of Engineers

U .S

A R

M Y C

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P S O

F E

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H -8 -4

X X

P L

A Q

U E

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A R

H L

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N A

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V -M

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-J

A N -2

E N

G L

H T

U R

N B

E N

D T

O B

E L L E C

H A

S S

A .N

J .H .G

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S Q .J .B

J .H .G

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P I

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R O J E

C T

M R

C-01

P L

A N A

N D P

R O

,7 ,0

9° ’5 9"

’4 5"

’3 8"

’2 4"

’4 5"

’3 8"

9°

’2 4"

’1 7"

’ 3

9°

’ 3

°5

’ 3

°5

’ 3

E D

-0

C -0

C .d g nSCALE: 1’’ = 200’

200’ 200’0 400’ 600’ 800’

NOTE: REFER TO DWG. TYPICAL LEVEE SECTIONS FOR TYPICAL SECTION

M A T C

H S

T A . 2

’3 3"

EXIS

TIN

R/W

M I S S I S S I P P I R I V E R

ENGLISH

TURN

REVETMENT

FLOW

15’

FROM E

XIS

TIN

G L

EVEE T

MAI

STREET

P A

R K R

E R

W O

O D

D R

PL-1

C B

P-1

CB-2

PROTECTED SIDE

FLOOD SIDE

CB-1

CB-2

249°38’20"

B/L

214°55’55"

EXISTIN

G R /W

°48 ’09"

2°0

4’4 9"

°30 ’40"

°31 ’43

1°1

8’1 4"

2°0

6’3 9"

°3

’4

F W

O R

K B /L S

T A .1

-56C

-57C

-58C

BC-128C

BC-59

BC-6

BC-

W-77.8-UFT

W-77.8-UCL

BC-6

LIM

OF C

ONSTRUCTIO

F E

D W

A R

D H

E B

E R

T B

L V

SHARED ACCESS ROAD WITH

WBV-MRL 6.1, 1.1, 3.1

INGRESS & EGRESS TO LEVEE CROWN

SHARED ACCESS WITH WBV-MRL

6.1, 1.1, 3.1

R-1

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

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N 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 -8 -4

X X

P L

A Q

U E

E S P

A R

H L

O U

N A

W B

V -M

R L .1

-J

A N -2

E N

G L

H T

U R

N B

E N

D T

O B

E L L E C

H A

S S

A .N

J .H .G

E N

E E

R E

D A

L T

E R

N A

E M

E A

S U

R E

S Q .J .B

J .H .G

W E

S T B

A N

K V

Y (H

S D

R R

P I

E R L

E V

E E

P I

E R A

N D

T R

U T

A R

S P

R O J E

C T

M R

175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00

M A

T C

H L

B /L S

T A

F E

E T N

A V

F E

E T N

A V

DESIGN GRADE, EL. 21.0

EXISTING GROUND

F W

O R

B /L S

T A

50’ SMOOTH TRANSITION

R-1

START FULL LEVEE SECTION

B/L STA. 173+50

TRANSITION TRANSITION

TYPICAL SECTION 2NO WORK AREA

TYPICAL SECTION 1

1:10

EL. 22.0 TOP OF ASPHALT

TIE INTO EXISTING DEMO SECTION

TYPICAL SECTION 1

TRANSITION

TYPICAL SECTION 3

TRANSITION

TYPICAL SECTION 4

TRANSITION

TYPICAL SECTION 1

TRANSITION

COMPACTED FILL

ED10-086_03_G-03_C0

ED10-086_04_G-04_C6

ED10-086_05_C-01_C1

File details come from the government source that posted it. Updated Nov 14, 2017.