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Attached to: Mississippi River and Tributaries Project, New Roads Ferry Landing Sand Boil, Pointe Coupee Parish, LA (ED 20-039)
Solicitation number: W912P8-22-B-0042
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract opportunity for construction services. The solicitation number is W912P8-22-B-0042 and is being issued by the Department of the Army Corps of Engineers Engineering District New Orleans. The project name is Mississippi River and Tributaries Project, New Roads Ferry Landing Sand Boil, Pointe Coupee Parish, LA (ED 20-039). Interested parties should reference the attached solicitation and drawings for requirements related to constructing improvements at the New Roads Ferry Landing location to address sand boil issues. The response due date and anticipated award date cannot be determined from the information provided.

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File	Type	Posted
B01_ Bid Abstract._W912P822B0042_(KO signed).pdf	PDF	Jun 3, 2022
Am_0001.pdf	PDF	May 24, 2022
A21_Solicitation No. 22B0042_(with specs.)__.pdf	PDF	May 3, 2022

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HATTEN.LAUREN.H

AERER.1230853890

Digitally signed by HATTEN.LAUREN.HAERER.1230853890 Date: 2022.03.21 13:01:25 -05'00'

BECK.DAVID.ALLEN.1

245182593

Digitally signed by

BECK.DAVID.ALLEN.1245182593

Date: 2022.03.21 13:25:04 -05'00'

Digitally signed by

DUNN.CHRISTOPHER.LESLIE.1244566

Date: 2022.03.24 14:21:48 -05'00'

Digitally signed by

MURPHY.STEPHEN.FRANCIS.10608242

Date: 2022.03.31 15:55:06 -05'00'

C/L SHEETPILE

SAND BOIL LOCATION

G-02

H -8

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NEW ORLEANS DISTRICT

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IDENTIFICATION

SHEET

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®of Engineers

US Army Corps

U .S

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T R

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W O

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N A

A N

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X X

B .J

L A

N D

R Y

L .H

L A

U R

E N

H H

A T

T E

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E B

W E

S T

B A

N K

I R

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E V

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P O

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F E

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Y L

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A N

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P I

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F E

B R

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A T

C H

A F

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A B

A S

E V

E E

T R

ABLMS 252"

"2111+36.54

"MVN-77"

FOR TABULATIONS.)

ON THIS MAP, SEE DWG G-03

(BENCHMARK NOT LOCATED

"MVN-78"

A T

C H

A F A

L A

Y A

E R

A R K A N S A S

SHREVEPORT

MONROE

E R

VICKSBURG

NATCHEZ

ALEXANDRIA

R E

E R

LAKE CHARLES

BATON ROUGEL O U I S I A N A

M I S S I S S I P P I

T E X A S

LAKE

PONTCHARTRAIN

LAKE BORGNE

G U L F

O F M E X I C O

P I

SCALE OF MILES

40 400 80 120 160 200

CITY

MORGAN

VICINITY MAP

ORLEANS

NEW

O U

A C

LOCATION

PROJECT

0 4000' 8000'6000'2000' 2000'

LOCATION MAP

SCALE: 1'' = 2000'

GENERAL NOTES:

F L

O W

L.A . H

H W

MISSISSIPPI RIVER TRAIL

F E R

R Y R

D E

A P

L A C E R

P A R E N T S

E MAIN ST.

P O

O U P E E R

REGIONAL AIRPORT

FALSE RIVER

C A J U

II R

WEST FELICIANA PARISH

PT. COUPEE PARISH

NEW ROADS

C-01

LA. HWY. 10

L A . H

W Y . 9

FERRY RD.

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

6. ALL AZIMUTHS ARE 90° UNLESS OTHERWISE STATED.

5. AZIMUTHS SHOWN ARE MEASURED CLOCKWISE FROM THE NORTH.

4. AERIAL PHOTOGRAPHY FLOWN IN 2010.

BY DASHED TICKS.

LAMBERT CONFORMAL CONIC PROJECTION IS REPRESENTED

AMERICAN DATUM IS REPRESENTED BY SOLID TICKS AND

3. INSIDE PLAN AREAS, POLYCONIC PROJECTION 1983 NORTH

NOTED.

2. ELEVATIONS REFER TO NAVD88 (2004.65) UNLESS OTHERWISE

OTHERWISE NOTED.

1. ORIGINAL DATA COMPILED NAD 83 US SURVEY FOOT UNLESS

G-03

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SURFACES AND ARE FOR INFORMATIONAL PURPOSES ONLY AND SHALL BE CONTRACTOR VERIFIED.

12. EXISTING GROUND LINES SHOWN ARE CROSS SECTION DERIVED FROM COMPUTER GENERATED

LS. (LAND SIDE) OR FS. (FLOOD SIDE), UNLESS OTHERWISE NOTED.

11. OFFSETS REFLECT A PERPENDICULAR OFFSET (90 DEGREES) FROM THE B/L LISTED AS

THESE DISKS HAVE BEEN PREVIOUSLY SET TO ESTABLISH THE PROJECT BASELINE.

10. ALL BRASS DISKS FOUND IN THE FIELD AND MARKED "COE" ARE 1" PIPES AND 3 1/2" BRASS DISKS.

CENTERLINE (C/L), UNLESS OTHERWISE NOTED.

NOTED PROPOSED CANAL SECTIONS ARE TAKEN PERPENDICULAR TO THE PROPOSED

9. EXISTING DITCH SECTIONS ARE TAKEN PERPENDICULAR TO THE BASELINE, UNLESS OTHERWISE

TO THE EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION.

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

(2009.55), UNLESS OTHERWISE STATED.

7. ALL ELEVATIONS ARE EXPRESSED IN FEET AND REFER TO NAVD 88 ADJUSTED LEVELING

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

6. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. ALL DIMENSIONS

READING. THE CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS IN THE FIELD.

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

4. AERIAL PHOTOGRAPHY FLOWN IN MAY 2019.

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

3. XY COORDINATES USED IN DRAWINGS REFER TO HORIZONTAL DATUM: NAD 83,

2. ORIGINAL DATA COMPILED NAD 83 US SURVEY FOOT UNLESS OTHERWISE NOTED.

FROM THE NEW ORLEANS DISTRICT SURVEY SECTION (504) 862-1589.

1. THE DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL POINTS ARE AVAILABLE

97-41M

GENERAL CROSS-REFERENCING SYMBOLS

SECTION/DETAIL)

(CENTERED UNDER

ON SAME DRAWING

SECTION/DETAIL TITLE

SECTION/DETAIL)

(CENTERED UNDER

ON ANOTHER DRAWING

SECTION/DETAIL TITLE

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

MISCELLANEOUS

TYPICAL

APPROXIMATE

BASELINE

FLOOD SIDE

VERTICAL

DIAMETER

P/S

FS&M

STATION

DRAWINGDWG

NUMBER

SPECIFICATIONS

APPROX

B/L

EL.

DIA

MISC

SPEC

S/P

MISC

AZ AZIMUTH

F/S

PROTECTED SIDE

FERTILIZE, SEED AND MULCH

ELEVATION

EXIST EXISTING

H HORIZONTAL

P.I.

STA

FEET

SHEET PILE

N.T.S. NOT TO SCALE

P/L PIPELIINE

R/W RIGHT OF WAY

MISCELLANEOUS

PLD PLAQUEMINES LEVEE DISTRICT

DOTD DEPT. OF TRANS. & DEVELOP.

(CPT)

CONE PENETROMETER

SILT FENCE

EXISTING R/W

BENCHMARK

LIMIT OF CONSTRUCTIONL.O.C.

POINT OF INTERSECTION

SURVEY FEATURE CODES

SLP

SND

LOW WIRE

ESL

MSH

CLL

TOD

PLG

TRL

BL BASELINE

CLR

EDGE WOODS

PWL POWERLINE

ASP ASPHALT

CENTERLINE LEVEE

CENTERLINE OF ROAD

ER EDGE OF ROAD

EDGE OF SLAG ROAD

FL FENCE LINE

FLOODSIDE LEVEE

GUY GUY WIRE

MARSH

NG NATURAL GROUND

OH OVERHEAD POWER LINE

PIPELINE CROSSING

PILING

PPL POWER POLE

RP RIP RAP

SLOPE SHOT

SOUNDINGS

TBK TOP OF BANK

TOE OF DITCH

TOE TOE ON NATURAL GROUND

TREE LINE

WE WATER EDGE

SRR SLOPE ON RIP RAP

CL CENTERLINE

PS PROTECTED SIDE LEVEE

EDGE OF ROCKEOR

BOT BOTTOM

WRW WOODEN RETAINING WALL

EOA EDGE OF ASPHALT

METER, ELECTRIC

METER, WATER

DISCHARGE LINE

STORM WATER

99/999

WATER WELL

CORVFZ VEGETATION FREE ZONE

REPRESENTATIVE

CONTRACTING OFFICER'S

PROJECT B/L

GEOTEXTILE

WATER SURFACE

COVER SHEETG-01

G-02

G-03

G-04

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

99/999

DETAIL/SECTION

SCALE:

TOP FRONT SIDE

ELEVATION SECTION

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ABBREVIATIONS

* UNLESS OTHERWISE NOTED ON EACH SHEET

GENERAL LEGEND

P.I. POINT

CATCHBASIN FILL

CUT

SHEETPILE

LEVEE

EXISTING GAS

EXISTING FENCE

OVERHEAD P0WER

EXISTING

WATERMAIN

LINE (TELEPHONE)

EXISTING COMMUN.

CONSTRUCTION

LIMIT OF

EASEMENT

CONSTRUCTION

PIPE

EXISTING CULVERT

POWER POLE

GENERAL SOIL BORING

BORING LOCATION

UNDISTURB

C/L

MAX

MIN

TYP

MAXIMUM

MINIMUM

INDEX, GENERAL NOTES, LEGEND & TABULATION OF BENCHMARKS

PLAN VIEW - FACILITIES

PLAN AND PROFILEC-01

TYPICAL LEVEE DESIGN SECTION

MVN-77

EL. 39.257

MVN-78

EL. 36.551

ABLMS 252

2111+36.54 EL. 60.003

LONG: 91°29'7.75895

LAT: 30°43'47.32098

Y= 810950.274

X= 3233023.796

LONG: 91°21'33.17315"

LAT: 30°41'19.9504"

Y= 796029.757

X= 3272697.622

LONG: 91°24'8.63281

LAT: 30°44'54.79615

Y= 817742.55

X= 3259136.25

COVER IS STAMPED: MVN-77 2016

30 FT NORTH OF CL OF POINTE COUPEE ROAD.

GROUND 3.0 FT SOUTH OF A FENCE LINE.

IN 6" PVC IN CONCRETE WITH AN ALUM. ACCESS COVER SET FLUSH WITH THE

MARK IS A 1/2" STAINLESS STEEL ROD SET TO A DEPTH OF 36.0 FEET ENCASED

COVER IS STAMPED: MVN-78 2016

118 FT WEST OF THE CL OF THE LEVEE.

FENCE LINE, 1.0 FT EAST OF A WITNESS POST.

GROUND AT THE PROTECTED SIDE TOE OF THE LEVEE, 3.0 FT EAST OF A

IN 6" PVC IN CONCRETE WITH AN ALUM. ACCESS COVER SET FLUSH WITH THE

MARK IS A 1/2" STAINLESS STEEL ROD SET TO A DEPTH OF 44.0 FEET ENCASED

THE CENTERLINE OF THE LEVEE.

72.1 FEET SOUTHWEST OF THE CENTER OF THE SPUR LEVEE, AND 1.5 FEET NORTH OF

WITH AN ANCHOR WIRE, 177 FEET NORTHWEST OF THE CENTERLINE OF FERRY RD.,

BELOW THE SURFACE OF THE GROUND, 170 FEET NORTHEAST OF AN ANCHOR POLE

COE SURVEY DISK STAMPED "ABLMS 252 1976" FOUND IN GOOD CONDITION 0.9 FEET

0.2 MILES TO THE STATION ON THE RIVERSIDE CROWN OF THE LEVEE. THE STATION IS A

LEFT, PROCEED UP THE RAMP AND TRAVEL SOUTHWEST ON TOP OF THE LEVEE FOR

AND FERRY RD., TRAVEL EAST ON FERRY RD. FOR 2.4 MILES TO A LEVEE RAMP ON THE

ST. FANCISVILLE, LA. TO REACH THE STATION FROM THE INTERSECTION OF LA HWY 420

NEW ROADS, LA, 8.9 MILES NORTH OF GLYNN, LA, AND 3.1 MILES SOUTHWEST OF

THE STATION IS LOCATED IN POINTE COUPEE PARISH, LA, 3.7 MILES NORTHEAST OF

TABULATIONS

LOCATION AND VICINITY MAPS

G-05

C-02

C-03 TEMPORARY RAMP DETAILS

C-04 MISCELLANEOUS DETAILS

B-01

B-02 - B-04

SOIL BORING LEGEND

SOIL BORING LOGS

H-01 STAGE HYDROGRAPH

LEVEE CROSS SECTIONSCS-01

GENERAL NOTES:NO. INDEX OF DRAWINGS

DESCRIPTIONNAME ELEVATION

TABULATION OF BENCHMARK (VERTICAL CONTROL)

2009.55

(NAVD88)

2009.55

(NAVD88)

2009.55

(NAVD88)

NEW ORLEANS DISTRICT

S O

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

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4 5

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S I Z

S U

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B Y

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S C

A L

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C O

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IDENTIFICATION

SHEET

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®of Engineers

US Army Corps

U .S

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N A

A N

S I

H -8

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B .J

B L

A N

D R

L .H

L A

U R

E N

H H

A T

T E

N P

F E

W E

S T

B A

N K

I R

R L

E V

E E

P O

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P E

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A R

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N A

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W R

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D S

F E

R R

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A N

G S

A N

D B

P I

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A N

D T

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P R

O J E

C T

F E

B R

U A

R Y

A T

C H

A F

A L

A Y

A B

A S

E V

E E

T R

RMP

CSP2

COM

CUL1

SGN5

RSP2

PP1

PP3 PP4

PP7

PP9

PP10

BWF

SGN1

CUL2

SGN4

SGN2

SGN3

SGN6

SGN7

SGN8

SGN9

SGN11

SGN10

RSP1

PP2

PP5

PP6

PP8

PP11

CSP1

FLOODSIDE

LAND SIDE

G-04

P L

A N

F A

H -8 -4

G -0

.d g n

LEVEE BASELINE

100' 200'0

F W

O R

K , B /L S

T A . 2

F W

O R

B /L S

T A .0

W-265.1GPT

W-266.28-GP

W-266.6-GP

W-266.45-GP

W-266.67-GP

W-265.1UCL

NORTH

PLAN

D E

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N M

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K A

P P

D A

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M A

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D E

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N D

A T

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P P

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A M

E N

U M

B E

S I Z

P L

O T

S C

A L

E P

L O

T D

A T

S I

H -8

-4

E B

P O

E C

O U

P E

E P

A R

O U

N A

NEW ORLEANS DISTRICT

S U

B M

E D

B Y

O N

T R

A C

T N

O of Engineers

US Army Corps

X X L

A U

R E

N H

A T

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S O

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D B

D E

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D B

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IDENTIFICATION

SHEET

U .S

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O R

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W O

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B .J

L A

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R Y

L .H

N E

W R

O A

D S

F E

R R

Y L

A N

G S

A N

D B

P I

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A N

D T

U T

A R

P R

O J E

C T

F E

B R

U A

R Y

A T

C H

A F

A L

A Y

A B

A S

E V

E E

T R

W E

S T

B A

N K

I R

R L

E V

E E

54321

CUL2

RSP1

SGN4

SGN9

SGN1

COM

CSP1

CUL1

SGN2

SGN3

RMP

RSP2

SGN5

SGN6

SGN7

SGN8

CSP2

SGN10

SGN11

BWF

PP1

PP2

PP3

PP4

PP5

PP6

PP7

PP8

PP9

PP10

PP11

G-05

T A

B U

L A

N S

H -8

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-0 .d g n

TO BE REMOVED & REPLACED

TO BE REMOVED

TO BE RELOCATED

TO BE DE-ENERGIZED

BY CONTRACTOR

PRIOR TO CONSTRUCTION

DO NOT DISTURB

BY OTHERS

BY OWNER

(1)

(2)

(3)

(A)

(B)

DISPOSITION LEGEND

DO NOT DISTURB, NO ACCESS X

ITEM OWNER DESCRIPTION B/L STATION

ENTERGY

DISPOSITION

TABULATIONS OF FACILITIES WITHIN THE LIMITS OF CONSTRUCTION

OFFSET

21' - FS

ROCK SCOUR PROTECTION

(2)(B)*

SEE NOTE(S) BELOW

CONCURRENT WITH CONSTRUCTION

ITEM

Y - COORDINATEX - COORDINATE

STATE PLANE COORDINATES

TABULATION OF POWER POLES

818261.770

818171.733

818580.546

818568.856

818321.349

818292.692

818187.320

818005.104

817845.564

817741.124

817681.125

3260442.731

3260471.593

3260554.935

3260493.932

3260391.400

3260315.438

3260304.626

3260038.166

3259738.269

3259387.268

3259427.718

ENTERGY

LADOTD

ABLD

OVERHEAD POWER (4-WIRES)

OVERHEAD POWER (1-WIRE)

OVERHEAD POWER (3-WIRES)

OVERHEAD POWER (1-WIRE)

ROAD SIGN

CONCRETE SLOPE PROTECTION

24'' CORRUGATED METAL PIPE CULVERT

ROCK SCOUR PROTECTION

24'' CORRUGATED METAL PIPE CULVERT

FERRY LANDING ACCESS RAMP

CONCRETE SLOPE PROTECTION

2108+00.00 TO 2133+00.00

2110+69.22

2111+27.63

2115+12.15 TO 2123+47.86

2118+10.59

2118+10.42

2119+25.85

2119+74.90

2120+26.47

2122+98.30

2123+55.00

2123+36.35

23124+11.43 TO 2125+11.39

2122+09.18

2122+16.06

2122+37.15

2122+64.85

2124+24.58

2125+05.25

2125+11.39 TO 2133+00.00

2126+03.18

2126+04.78 258.5' - LS

221.0' - LS

21' (+/-) - FS

264.4' - LS

270.7' - LS

267.7' - LS

214.8' - LS

241' - LS

155.4' - LS

ON B/L

47.5' - FS

ON B/L

120.8' - LS

135.5' - LS

173.8' - LS

142.4' - LS

183.8' - LS

35' (+/-) - FS

144.5' - LS

132.7' - LS

207' (+/-) - LS

PRIVATE BARBED WIRE FENCE 2108+00.00 TO 2133+00.00 208' (+/-) - LS

BELL SOUTH OVERHEAD COMMUNICATIONS (1-WIRE) 2108+00.00 TO 2133+00.00 207' (+/-) - LS

OVERHEAD POWER (1-WIRE) 2121+87.90 86.4' - LSENTERGY

OVERHEAD POWER (1-WIRE) 2124+37.75 111.8' - FSENTERGY

DISPOSITION

TABULATION OF THE NEW SHEETPILE C/L

2108+47.36

2109+58.97

2127+13.62

2139+14.96

2123+08.62

ITEM

STATE PLANE COORDINATES

X - COORDINATE Y - COORDINATE

STATE PLANE COORDINATES

X - COORDINATE Y - COORDINATE

TABULATION OF LEVEE BASELINE

2080+36.68 3257041.605 815868.372

3259136.234 817742.557

3259227.662 817806.568

3260419.485 818439.941

3260816.778 818518.621

3261999.027 818732.008

B/L P.I. STATION

3259528.516

3260357.417

3260412.656

817967.137

818410.460

818434.105

LIMITS OF CONSTRUCTION

TABULATION OF LANDSIDE

ITEM

STATE PLANE COORDINATES

X - COORDINATE Y - COORDINATE

TABULATION OF THE STAGING AREA

ITEM

STATE PLANE COORDINATES

X - COORDINATE Y - COORDINATE

3259193.957 817607.019

3259288.172

3259297.560

3259370.758

3259367.374

817676.683

817662.317

817713.087

817728.337

3260389.344 818259.031

3260429.795 818246.042

3260518.714 818236.421

3260840.213 818330.181

3260420.719 818265.859

3260429.795 818246.042

3260518.714 818236.421

3260840.213 818330.181

3260420.719 818265.859

3260827.342 818395.170

3260396.184 818319.425

NEW ORLEANS DISTRICT

S O

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D E

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D B

D E

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2 3

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A L

E P

L O

T D

A T

D A

T E

M A

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D E

S C

C O

N T

R A

C T

N O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

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H -8

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X X

B .J

B L

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D R

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A S

E V

E E

T R

6 7

(SEE DWG. C-03)

C/L TEMPORARY ACCESS RAMP

B/L STA. 2112+38.88

B C

(SEE NOTES BELOW)

X= 3,260,077.952, Y= 818,115.612

SAND BOIL LOCATION

LIMIT OF PZ-22 SHEETPILE

LIMIT OF EXCAVATION, EL. 58.5

DESIGN GRADE, EL. 61.0

C/L FERRY LANDING RAMP

TIE-IN WITH EDGE OF ROAD

B/L STA. 2123+00.00

LIMIT OF FULL SECTION

B/L STA. 2113+00.00

LIMIT OF FULL SECTION

20' SMOOTH TRANSITION

1V ON 5H

C/L PROFILE, EXISTING LEVEE

B/L STA. 2123+00.00

LIMIT OF FULL SECTION

B/L STA. 2113+00.00

LIMIT OF FULL SECTION

FLOODSIDE

LAND SIDE

C-01

P L

A N

D P

R O

H -8 -4

C -0

.d g n

F W

O R

K , B /L S

T A . 2

F W

O R

B /L S

T A .0

LIMIT OF CONSTRUCTION

LEVEE BASELINE

LIMIT O

F CONSTRUCTION (TREE LINE)

W-266.67-GP

W-265.1UCL

W-265.1GPT

W-266.6-GP

W-266.45-GP

W-266.28-GP

2110+00 2112+50 2115+00 2117+50 2120+00 2122+50 2125+00

E L

E V

A T

.A .V

.D .8

E L

E V

A T

.A .V

.D .8

100' 200'0

NORTH

PLAN

STAGING AREA

C/L SHEETPILE

B /L

S T

B /L

S T

TIP EL. 23.5

TOP OF SHEETPILE, EL. 58.5

PROFILE, STATIONING ALONG U.S.A.C.E. BASELINE

3. THE GROUT SHALL BE INJECTED AT A MAXIMUM PRESSURE OF 10 PSI.

BE ALLOWED TO FLOW TO WASTE UNTIL THE GROUTING HAS BEEN SATISFACTORILY ACCOMPLISHED.

AND FORCED UPWARDS TOWARDS THE SURFACE. WHEN THE GROUT REACHES THE SURFACE, IT SHALL

2. THE CEMENT-BENTONITE SLURRY GROUT SHALL BE INJECTED THROUGH THE PIPE REFERRED TO ABOVE

INSERTED TO THE BOTTOM OF THE HOLE.

GROUND ELEVATION, AND GROUTED USING A CEMENT-BENTONITE SLURRY MIX BY MEANS OF A PIPE

1. THE SAND BOIL SHALL BE RE-DRILLED WITH A 12-INCH DIA. BIT TO A DEPTH OF 80-FEET FROM EXISTING

SAND BOIL NOTES:

D A

T E

A P

P R

E S

C R

A P

P R

A T

E M

A R

K D

E S

C R

E N

A M

M A

R K

E N

U M

B E

S I Z

P L

O T

D A

T E

S I

H -8

-4

E B

P O

E C

O U

P E

E P

A R

O U

N A

NEW ORLEANS DISTRICT

S O

N N

D W

N B

C K

D B

S U

B M

E D

B Y

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O T

S C

A L

C O

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R A

C T

N O of Engineers

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X X

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L .H

L A

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H H

A T

T E

N P

N E

W R

O A

D S

F E

R R

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P I

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A R

P R

O J E

C T

54321

10'

5' 5'

LIMITS OF CLEARING

LIMITS OF FERTIIZING, SEEDING & MULCHING LIMITS OF FERTIIZING, SEEDING & MULCHING

C-02

T Y

A L

L E

V E

E D

E S

S E

C T

H -8

-4

C -0

.d g n

NEW ORLEANS DISTRICT

S O

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

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S C

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H -8

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X X

B .J

L A

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T T

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E E

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CSP1

EL. 58.5

LIMIT OF EXCAVATION

COMPACTED FILL

DESIGN GRADE, EL. 61.0

C/L

EXISTING

LEVEE &

NEW SHEETPILE

LEVEE

B/L

ALONG EXISTING LEVEE C/L.

SHEETPILE SHALL BE INSTALLED

(SEE DWG. "MISC. DETAILS")

35', PZ-22 SHEETPILE

EL. 58.5

TOP OF SHEETPILE

TIP EL. 23.5

ON 3

1V ON 4H

(SEE DWG. "MISC. DETAILS")

7" CRUSHED STONE SURFACING

EXISTING GROUND

(SEE DWG. "MISC. DETAILS")

SILT FENCE

(OPTIONAL)

SETTLEMENT GAGE

SCALE: 1"=5'

TYPICAL LEVEE DESIGN SECTION

B/L STA. 2113+00.00 TO B/L STA. 2123+00.00

FLOOD SIDE LAND SIDE

B-01

G L

E G

E N

H -8

-4 B

-0 .D g n

UNIFIED SOIL CLASSIFICATION

DESCRIPTIVE SYMBOLS

NOTES:

SYMBOLS TO LEFT OF BORING

FIGURES TO RIGHT OF BORING

TYPICAL NOTES:

MAJOR DIVISION

C O

A R

S E

R A

M o re t h a n h a lf o f m a te ri a l is l a rg e r th a n N o s ie v e s iz e

S A

N D

S G

R A

V E

L S

M o re t h a n h a lf o f c o a rs e f ra c ti o n i s s m a ll e r th a n

N o s ie v e s iz e

M o re t h a n h a lf o f c o a rs e f ra c ti o n i s la rg e r th a n

N o s ie v e s iz e

TYPE

CLEAN

GRAVEL

(Little or No fines)

(Appreciable Amount of

Fines)

CLEAN

SAND

SANDS

(Little or

No Fines)

(Appreciable Amount of

Fines)

LETTER

SYMBOL

SYM

BOL

TYPICAL NAMES

SILTS AND

(Liquid Limit

50)

GRAVEL,Well Graded,gravel-sand mixtures,little or no fines

GRAVEL,Poorly Graded,gravel-sand mixtures,little or no fines

SILTY GRAVEL,gravel-sand-silt mixtures

CLAYEY GRAVEL,gravel-sand-clay mixtures

SAND,Well-Graded,gravelly sands

SAND,Poorly-Graded,gravelly sands

SILTY SAND,sand-silt mixtures

CLAYEY SAND,sand-clay mixtures

SILT & very fine sand,silty or clayey fine sand or clayey silt with slight plasticity

LEAN CLAY,Sandy Clay,Silty Clay,of low to medium plasticity

ORGANIC SILTS,and organic silty clays of low plasticity

SILT,fine sandy or silty soil with high plasticity

FAT CLAY,inorganic clay of high plasticity

ORGANIC CLAYS of medium to high plasticity,organic silts

PEAT,and other highly organic soil

WOOD

SHELLS

WOOD

SHELLS

NO SAMPLE

NOTE: Soils possessing characteristics of two groups are designated by combinations of group symbols.

G R

E D

S O

M o re t h a n h a lf t h e m a te ri a l is s m a ll e r th a n N o s ie v e s iz e

0 20 40 60 80 100

COLOR

COLOR SYMBOL

TAN

YELLOW

RED

BLACK BK

IGr

BROWN

LIGHT BROWN

DARK BROWN dBr

IBr

Br dGr

GREEN

BLUE

BLUE-GREEN

WHITE Wh

MOTTLED Mot

MODIFICATIONS

MODIFICATION SYMBOL

Traces

Fine

Medium

Coarse cc

Rootlets rt

Lignite fragments lg

Shale fragments sh

Sandstone fragments sds

Shell fragments slf

Organic matter O

Clay strata or lenses CS

Silt strata or lenses SIS

Sand strata or lenses SS

Sandy S

Gravelly G

Boulders B

Slickensides SL

Wood Wd

Oxidized Ox

CONSISTENCY

FOR COHESIVE SOILS

CONSISTENCY

COHESION IN LBS./SQ.FT. FROM

UNCONFINED COMPRESSION TEST

SYMBOL

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

250-500

500-1000

2000-4000 vSo

St vSt

Are natural water contents in percent dry weight

Are liquid and plastic limits, respectively

Ground-water surface and date observed

Denotes location of unconsolidated-undrained triaxial compression test

Denotes free water encountered in boring or sample

Are values of cohesion in lbs./sq.ft. from unconfined compression tests

** Results of these tests are available for inspection in the U.S. Army Engineer District

HIGHLY ORGANIC SOILS

LIGHT GRAY

DARK GRAY

BROWNISH-GRAY

GREENISH-GRAY

GRAYISH-GREEN

GRAYISH-BROWN

GRAY Concretions

CLAYS

10soil is finer, and 90% coarser than D .

WITH FINES

Office, if these symbols appear beside the boring logs on the drawings.

brGr gyBr gnGr gyGn

BlGn

NS No Sample Retrieved

0 20 40 60 80 100

L.L.-LIQUID LIMIT

PLASTICITY CHART

"A " L

P L

A S

I N

D E

N E

CL-ML

For classification of fine-grained soils in accordance with ASTM D 2487

The D size of a soil is the grain diameter in millimeters of which 10% of the

When underlined denotes D size in mm

Denotes location of consolidation test * *

Denotes location of consolidated-drained direct shear test * *

Denotes location of consolidated-undrained triaxial compression test * * the above three types of shear test * *

Denotes location of sample subjected to consolidation test and each of with a 30'' drop standard split spoon sampler (1 3/8" I.D., 2'' O.D.) and a 140 lb. driving hammer

In parenthesis are driving resistances in blows per foot determined with a

UNDER COLUMNS '' LL'' AND '' PL''

FIGURES TO LEFT OF BORING

centimeters per second of undisturbed sample

Where underlined with a solid line denotes laboratory permeability in centimeters per second of sample remoulded to the estimated natural void ratio

Where underlined with a dashed line denotes laboratory permeability in

UNDER COLUMN '' W OR D ''

FIGURES TO LEFT OF BORING

and/or a 1 3/8" I.D. Split Spoon Sampler.

b. General type borings are taken with a 1 7/8" I.D. Tube Sampler

a. Undisturbed borings, indicated by the letter "U", are taken with a 5'' I.D. Piston Type Sampler.

4. Unless otherwise noted:

compression tests are shown.

is approximate, except within those vertical reaches of the borings where shear strengths from unconfined

3. Consistency of cohesive soils shown on the boring logs is based on driller's log and visual examination and locations or within the vertical reaches of such borings.

available from the boring but does not necessarily mean that ground-water will not be encountered at the on the dates shown. Absence of water surface data on certain borings indicates that no ground-water data are

2. Ground-water elevations shown on the boring logs represent ground-water surfaces encountered in such borings clause entitled ''Differing Site Conditions''.

if encountered, such variations will not be considered as differing materially within the purview of the contract vertical reaches, local variations characteristic of the subsurface materials of the region are anticipated and,

1. While the borings are representative of subsurface conditions at their respective locations and for their respective

ML or OL

C L o r

O L

C H o r

O H

MH or OH

1000-2000

NEW ORLEANS DISTRICT

S O

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 I Z

S U

B M

E D

B Y

P L

O T

S C

A L

E P

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A T

D A

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W O

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N A

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S I

H -8

-4

X X

B .J

L A

N D

R Y

L .H

L A

U R

E N

H H

A T

T E

N P

F E

W E

S T

B A

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E E

P O

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P E

E P

A R

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N A

N E

W R

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D S

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U T

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C T

F E

B R

U A

R Y

A T

C H

A F

A L

A Y

A B

A S

E V

E E

T R

NEW ORLEANS DISTRICT

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 I Z

S U

B M

E D

B Y

P L

O T

S C

A L

E P

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A T

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T R

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W O

R L

E A

N S

O U

N A

A N

S I

H -8

-4

X X

B .J

L A

N D

R Y

L .H

L A

U R

E N

H H

A T

T E

N P

F E

W E

S T

B A

N K

I R

R L

E V

E E

P O

E C

O U

P E

E P

A R

O U

N A

N E

W R

O A

D S

F E

R R

Y L

A N

G S

A N

D B

P I

E R

A N

D T

U T

A R

P R

O J E

C T

F E

B R

U A

R Y

A T

C H

A F

A L

A Y

A B

A S

E V

E E

T R

O,slf

M,S,O Br(9)

St,O lGr

St T

St T&Gr

St gnGr

St lGr St T

St St,CS

(26)

(20)

(22)

(47)

St gnGr

(51)

CS (87)

(83) Gr

St gnGr

St,Wd,O,slf dBr

St St,cc

St gnGr

St gnGr&T

St gnGr

St T St,SlS gnGr&T

CS (51)

vSt (51)

(73)

(69)

GROUND EL. 37.6W or D10

CS,G,rt Gr

M,CS,G

M,CS,Ox

CS,Ox

St,Ox

St,Ox,SL,WdSlS

St,Ox

CS,Ox

SlS So,Ox

CS,Ox

SlS So,Ox

SS So,Ox

F CS,Ox

CS,Ox

M,Ox

M,CS,Ox

0.1400

M,Ox

F Tr,M,Ox

M F,Ox

F M,Ox brGr(35)

Ox (34)

M,Ox (25)SlS

M,SS,Ox

Ox Br(75)

0.0830 CS,Ox brGr(82)

(64)

CS,Ox (78)

Br&Gr

(69)

0.1500 M,Ox (100)

(125)

Ox brGr

(125)

Ox Br(168)

Ox (167)

SS St,Ox,cc

(62)

Ox (100)

F CS,Ox (100)

0.1350 Wd,G,Ox (100)

(125)

SlS vSt,Ox Gr(35)

CS Br(58)

30°45'0.252" 91°23'50.885" (G)

BOR. W-266.28-GP (87-34)

Date: 7/16/1987

GROUND EL. 43W or D10

WATER CONTENT

% WATER, DRY WEIGHT

20 40 600

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 800

-120

-130

-10

-20

-30

-40

-50

-60

E L

E V

A T

S I

N F

E E

T N

.A .V

.D .8

-70

-80

-90

-100

-110

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 1000

M,rt,O Br(6)

M,O,Wd M,Wd,rt

M,Wd M,O,Wd M,Wd,O M,SlS,O,Wd M,Wd M,O,Wd M M,SlS,rt So St,SlS

(4)

CS (7)

0.0531 SlS (18)

(8)

0.0237 SlS (10)

vSo (2)

CS,O (8)

(17)

0.0332 SlS (18)

M,S (9)

M,SlS

So,S

0.1046 (11)

So,S (6)

CS (17)

0.0889 (17)

M,S (11)

M,S,slf (9)

0.0623 CS (40)

(40)

0.0859 CS (28)

(34)

0.0970 (26)

(26)

0.1418 (26)

(34)

0.1236 CS (35)

CS,Wd (35)

0.1526 CS (23)

(31)

0.1121 CS (41)

(42)

0.0645 (38)

(36)

0.0889 CS (40)

(42)

0.0971 CS (48)

(41)

0.1200 CS (35)

(31)

0.0631 CS (57)

(53)

0.1285 (64)

(62)

0.0853 (71)

(70)

0.1175 Wd,O (41)

O (53)

0.1224 CS,slf,Wd (45)

CS,slf (45)

0.2060 G (40)

G,Wd (41)

0.2243 G (41)

CS,G (36)

0.3835 S (27)

CS,S

0_D10 S

St,Wd gnGr(18)

30°44'55.01" 91°24'5.699" (U)

BOR. W-265.1GPT (10-017023)

Date: 10/8/2010

GROUND EL. 37.6W or D10

-180

-190

-200

-210

-220

E L

E V

A T

S I

N F

E E

T N

.A .V

.D .8

-170

-160

-150

-140

-130

-120

-130

-10

-20

-30

-40

-50

-60

E L

E V

A T

S I

N F

E E

T N

.A .V

.D .8

-70

-80

-90

-100

-110

WATER CONTENT

% WATER, DRY WEIGHT

20 40 600

CS,Ox (100)

SlS vSt,Ox lGr

(51)

SlS H,Ox Gr(51)

CS gnGr(66)

H,Ox Gr(80)

H,SL,Ox (96)SlS

H,Ox,SL (61)

CS,Ox (125)

CS,Ox (121)

SlS H,Ox gnGr

(67)

CS,Ox Br&Gr(167)

SlS H,Wd dGr(44)

CS,Ox Gr&Gn(49)

CS gnGr(110)

CS,Ox (110)

(104)

(113)

(167)

CS (80)

CS,Ox

(167)

(100)

CS,Ox

(167) vSo,Ox Br(125)

(125)

CS,Ox

(100)

GROUND EL. 43W or D10

-180

-190

-200

-210

-220

E L

E V

A T

S I

N F

E E

T N

.A .V

.D .8

-170

-160

-150

-140

-130

-120

-110

-230

-240

-250

-260

B-02

B O

G L

O G

H -8

-4

B -0

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 I Z

S U

B M

E D

B Y

P L

O T

S C

A L

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P E

E P

A R

O U

N A

N E

W R

O A

D S

F E

R R

Y L

A N

G S

A N

D B

P I

E R

A N

D T

U T

A R

P R

O J E

C T

F E

B R

U A

R Y

A T

C H

A F

A L

A Y

A B

A S

E V

E E

T R

-10

-20

-30

-40

-50

-60

E L

E V

A T

S I

N F

E E

T N

.A .V

.D .8

-70

-80

-90

-100

-110

-120

-130

St,Ox,slf gyBr

SlS

St,Ox

CS,Ox brGr

CS,Ox Br&Gr

SlS vSo,Ox

CS,Ox

M,Ox

So,Ox

Br&Gr

M,Ox

M,Ox Br&Gr

M,SS,Ox

SlS

So,SS,Ox

CS,Ox

(80)

Ox,Wd Br(100)

CS,Ox (111)

0.1000 (93)

(86)

Ox (149)

0.0990 CS,Ox (117)

CS,Ox,Wd brGr

(73)

30°44'58.65" 91°23'57.44" (G)

BOR. W-266.45-GP (87-34)

Date: 7/7/1987

GROUND EL. 37W or D10

(64)

30°44'55.86" 91°24'3.51" (G)

BOR. W-266.6-GP (88-57)

Date: 10/31/1988

GROUND EL. 39.9W or D10 CS,rt

SlS vSt,Ox

So,Ox

SlS

So,CS,Ox

SlS So,CS,Ox

M F

F M

M F,CS

(62)

(59)

(64)

(54)

(63)

(54)

(71)

(65)

(103)

(101)

(131)

(122)

Wd (175)

CS,G

(101)

G,C,F

St,S St,rt,S

St,S,O,rt St,S,O St,S,cc,O cc,O

CS,O Gr O Br

O O,Wd

(3)

(9)

(8)

(9)

M,S (9)

(18)

(5)

M (8)

(15)

(21)

CS (16)

M (21)

(15)

CS (20)

(25)

CS (29)

0.0357 SlS (18)

(23)

M,S (30)

(31)

0.0756 (28)

(30)

0.1430 (32)

(32)

0_D10 (23)

(34)

0.1030 (53)

(82)

0.1491 (55)

(59)

0.1347 (47)

(53)

0.1391 (66)

(70)

0.1127 (73)

(77)

0.1497 (49)

Wd (51)

0.1550 (61)

(55)

0.1375 (93)

(87)

0.0938 (64)

(67)

0.1016 (38)

G (45)

0.2390 (37)

(42)

0.2762 (51)

(59)

0.4977

30°44'49.679" 91°24'13.208" (U)

BOR. W-265.3GPT (MVN-2010-017023)

Date: 09/29/2010

GROUND EL. 37.3W or D10

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

CS (50)

(60)

-120

-130

-10

-20

-30

-40

-50

-60

E L

E V

A T

S I

N F

E E

T N

.A .V

.D .8

-70

-80

-90

-100

-110

B-03

B O

G L

O G

H -8

-4

B -0

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 I Z

S U

B M

E D

B Y

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 O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

W O

R L

E A

N S

T R

N E

W O

R L

E A

N S

O U

N A

A N

S I

H -8

-4

X X

B .J

L A

N D

R Y

L .H

L A

U R

E N

H H

A T

T E

N P

F E

W E

S T

B A

N K

I R

R L

E V

E E

P O

E C

O U

P E

E P

A R

O U

N A

N E

W R

O A

D S

F E

R R

Y L

A N

G S

A N

D B

P I

E R

A N

D T

U T

A R

P R

O J E

C T

F E

B R

U A

R Y

A T

C H

A F

A L

A Y

A B

A S

E V

E E

T R

-10

-20

-30

-40

-50

-60

E L

E V

A T

S I

N F

E E

T N

.A .V

.D .8

-70

-10

-20

-30

-40

-50

-60

E L

E V

A T

S I

N F

E E

T N

.A .V

.D .8

-70

So,Ox,rt

SlS St,Wd,Ox

CS,Ox

CS,Ox,Wd

SlS So,Ox

CS,Ox,Wd

Br&Gr

CS,Wd,Ox

CS,Ox

SlS M,Ox

CS,Ox

St,Ox

CS,Ox

SlS

St,Ox

0.1900 CS,Ox

0.2400 Ox

CS,Ox brGr(54)

CS,Ox Gr(37)

0.0840 Ox (89)

CS,Ox

(51)

Ox Gr(54)

0.0940 Ox (56)

CS,Ox,Wd

(77)

30°44'52.26" 91°24'9.047" (G)

BOR. W-266.67-GP (87-34)

Date: 8/18/1987

GROUND EL. 38.1W or D10

(11)

M,S,slf (2)

M,S

0_D10 S

M,S,Wd St,S St,S,Wd

M,Wd

M So,S M,S,Wd

0_D10 S

M,S So,SS

0_D10 S

SS M,Wd

M,S,slf

M,S

So,S

M,S

M SlS M,Wd

M,Wd

So,S

0.0521 CS

(3)

0.0262 S (4)

(5)

So,S (5)

SS,CS

SlS

M,SS

(4)

So,S (5)

M,SlS,SS 0_D10 SlS,CS

SS M

0.0792 (28)

(16)

0.0029 (19)

CS (24)

St,S (27)

0.1444 (37)

(32)

0.1343 (29)

(32)

St,S (22)

0.0623 CS (30)

slf (33)

0.1838 (36)

(36)

0.0832 (33)

0.1196 (42)

(49)

0.0806

(47)

30°44'55.950" 91°24'06.340" (U)

BOR. W-265.1UCL (MVN-2010-017023)

Date: 09/16/2010

GROUND EL. 60.1W or D10

(9)

M,slf

(8) slf Gr

0_D10 CS lBr

0_D10 CS,slf

0_D10 CS

M,S

M,S M,S,Wd

M,S Br

M,S

SS,Wd

M,S,CS

St,Wd,S

0.0056 S

0.0162 SS

CS,O

slf slf

0.0391 SS

0.0482 SlS (21)

CS (22)

0.0319 SS,CS (15)

CS (19)

0.0429 SlS,slf (10)

(13)

0_D10 M (21)

CS (23)

0_D10 So,S,rt (9)

M,S (16)

0.0365 CS (18)

(23)

M (12)

(9)

M,S (10)

St,S (17)

0.0935 (30)

(30)

0.2549 (20)

(20)

0.0439 CS (34)

(38)

0.0304 CS,slf (19)

(21)

0.0701 (46)

CS,slf (48) slf

(40)

30°44'50.550" 91°24'14.051" (U)

BOR. W-265.3UCL (MVN-2010-017023)

Date: 09/18/2010

GROUND EL. 61.5W or D10

WATER CONTENT

% WATER, DRY WEIGHT

20 40 600

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 800

WATER CONTENT

% WATER, DRY WEIGHT

20 40 600

20 20

30 30

40 40

B-04

B O

G L

O G

H -8

-4

B -0

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 I Z

S U

B M

E D

B Y

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 O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

W O

R L

E A

N S

T R

N E

W O

R L

E A

N S

O U

N A

A N

S I

H -8

-4

X X

B .J

L A

N D

R Y

L .H

L A

U R

E N

H H

A T

T E

N P

E B

W E

S T

B A

N K

I R

R L

E V

E E

P O

E C

O U

P E

E P

A R

O U

N A

N E

W R

O A

D S

F E

R R

Y L

A N

G S

A N

D B

P I

E R

A N

D T

U T

A R

P R

O J E

C T

F E

B R

U A

R Y

A T

C H

A F

A L

A Y

A B

A S

E V

E E

T R

H-01

S T

A G

E H

Y D

R O

G R

A P

H -8

-4 H

-0 .D g n

INDICATE THAT NO READING IS AVAILABLE FOR THAT TIME PERIOD.

STAGES IS AVAILABLE FROM THE U.S. ARMY ENGINEER DISTRICT, VICKSBURG. GAPS IN THE STAGE HYDROGRAPH OF NATURE AND MAY DIFFER DRASTICALLY FROM HISTORICAL PATTERNS. A MORE COMPLETE HISTORY OF RIVER THE SUCCESSFUL OFFEROR UNDERSTANDS THAT FUTURE WATER STAGES ARE DEPENDENT UPON OCCURRENCES THESE HYDROGRAPHS DEPICT HISTORICAL FACT ONLY, AND ARE NOT INTENDED TO PREDICT FUTURE STAGES.

NOTE:

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 I Z

S U

B M

E D

B Y

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 O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

W O

R L

E A

N S

T R

N E

W O

R L

E A

N S

O U

N A

A N

S I

H -8

-4

X X

B .J

L A

N D

R Y

L .H

L A

U R

E N

H H

A T

T E

N P

E B

W E

S T

B A

N K

I R

R L

E V

E E

P O

E C

O U

P E

E P

A R

O U

N A

N E

W R

O A

D S

F E

R R

Y L

A N

G S

A N

D B

P I

E R

A N

D T

U T

A R

P R

O J E

C T

F E

B R

U A

R Y

A T

C H

A F

A L

A Y

A B

A S

E V

E E

T R

S L

34.3

-155.8

S L

34.7

-150.5

S L

36.1

-143.0

T B

37.3

-136.8

W L

37.4

-134.8

N G

37.5

-128.9

N G

37.3

-123.3

N G

37.4

-117.2

N G

37.7

-110.3

N G

37.9

-104.0

F S

38.3

-97.7

S L

38.8

-93.2

S L

40.2

-88.1

S L

41.4

-83.2

S L

42.6

-77.5

S L

44.2

-71.8

S L

45.8

-65.6

S L

47.4

-59.2

S L

48.7

-53.8

S L

49.9

-48.9

S L

52.2

-39.6

S L

54.3

-30.1

S L

57.0

-19.9

S L

59.3

-11.2

F S

60.1

-7.3

C L

60.6

-1.5

B L

60.5

-.1

P S

60.4

4.8

S L

59.7

10.0

S L

57.5

18.6

S L

55.0

28.3

S L

53.3

38.7

S L

51.4

48.3

S L

49.8

57.3

S L

47.3

69.3

S L

45.1

79.2

S L

42.6

91.7

S L

40.4

102.6

S L

38.1

112.5

S L

36.7

121.6

P S

36.3

127.3

N G

36.0

134.3

T O

35.1

143.2

S L

36.2

148.1

S L

37.0

152.7

C R

37.3

155.7

E R

37.5

156.9

C L

37.5

167.2

E R

37.1

177.4

C R

37.0

178.2

S L

36.4

181.4

S L

34.7

187.0

T O

33.8

191.8

C L

33.6

197.0

C R

33.6

201.2

2113+00.00

58.5

-20.0

CUT AREA = -40.15 FILL AREA = .00

58.5

-1.5

CUT AREA = .00 FILL AREA = .00

55.0

-24.5

CUT AREA = .00 FILL AREA = 8.43

W L

35.0

-152.1

T B

34.8

-149.8

N G

35.5

-139.4

N G

36.2

-129.6

N G

36.4

-125.5

N G

36.9

-116.6

N G

37.4

-107.8

F S

38.2

-99.6

S L

38.8

-96.0

S L

39.8

-88.6

S L

42.1

-79.4

S L

44.6

-68.9

S L

47.3

-56.4

S L

50.0

-46.8

S L

51.9

-38.5

S L

54.3

-29.4

S L

56.6

-20.7

S L

59.3

-12.1

F S

60.3

-8.2

C L

60.9

-1.8

B L

60.9

P S

60.7

4.4

S L

59.8

11.6

S L

57.5

20.0

S L

55.5

27.5

S L

53.7

36.0

S L

51.7

44.6

S L

49.6

54.3

S L

47.8

63.3

S L

45.6

72.3

S L

44.1

81.8

S L

42.1

91.9

S L

40.3

101.1

S L

38.6

109.6

P S

38.0

114.9

N G

37.6

123.2

N G

37.2

132.4

N G

36.7

140.3 T

O E

36.2

146.3

S L

36.9

149.8

S L

P 37.7

154.2 C

37.8

157.2

E R

38.0

158.5

C L

38.2

168.9

E R

37.7

178.6

C R

37.5

179.7

S L

37.0

183.2

S L

35.5

188.2

T O

34.8

191.9

C L

34.5

197.4

C R

34.8

202.0

2115+00.00

58.5

-20.0

CUT AREA = -49.65 FILL AREA = .00

58.5

-1.8

CUT AREA = .00 FILL AREA = .00

55.0

-24.8

CUT AREA = .00 FILL AREA = 3.52

T B

34.2

-154.5

N G

34.2

-149.1

N G

34.8

-140.3

N G

35.2

-133.1

N G

35.3

-125.2

N G

35.9

-117.5

N G

36.4

-108.7

N G

37.8

-99.5

S P

38.1

-96.3

S P

39.0

-92.5

S P

41.0

-84.4

S P

43.5

-74.2

S P

45.9

-64.5

S P

48.3

-55.0

S P

49.8

-48.1

S P

52.0

-39.6

S P

54.1

-30.9

S L

54.2

-29.6

S L

56.1

-21.1

S L

58.0

-14.2

F S

60.2

-8.1

C L

60.5

-2.3

B L

60.5

P S

60.3

4.0

S L

59.7

10.0

S L

57.6

19.8

S L

55.6

27.5

S L

53.5

36.6

S L

51.1

46.6

S L

48.8

58.0

S L

47.0

68.1

S L

45.0

78.6

S L

43.2

87.8

S L

40.7

98.6

P S

38.8

107.1

N G

37.9

113.9

N G

37.5

124.7

N G

37.0

135.1

T O

36.6

144.3

S L

37.8

148.7

S L

38.7

152.9

C R

39.1

157.0

E R

39.2

158.9

C L

39.4

169.9

E R

38.9

180.3

C R

38.7

181.5

S L

37.8

185.7

S L

35.8

191.1

T O

35.0

194.5

C L

34.5

198.3

2117+00.00

58.5

-20.0

CUT AREA = -38.51 FILL AREA = .00

58.5

-2.3

CUT AREA = .00 FILL AREA = .00

55.0

-25.3

CUT AREA = .00 FILL AREA = 15.64

N G

34.8

-154.8

N G

35.5

-145.7

N G

36.1

-136.8

N G

36.3

-128.2 N

36.5

-118.8

N G

37.3

-109.0

N G

38.0

-101.3

F S

38.2

-98.1

S P

39.7

-88.9

S P

41.9

-80.2

S P

43.9

-71.9

S P

46.0

-63.3

S P

48.1

-55.0

S P

49.8

-47.9

S P

51.9

-39.5

S P

54.0

-30.9

S L

53.9

-30.2

S L

56.0

-21.2

S L

58.4

-12.2

F S

59.5

-8.6

C L

59.8

-2.6

B L

59.7

P S

59.5

3.8

S L

58.5

10.7

S L

56.2

21.8

S L

53.8

34.5

S L

51.9

47.5

S L

49.7

58.3

S L

47.3

70.1

S L

44.7

82.4

S L

42.1

95.5

S L

39.9

106.1

S L

38.3

114.9

P S

37.8

117.9

N G

37.6

126.2

N G

37.8

133.3

T O

38.0

137.6

S L

39.1

142.8

S L

40.4

146.5

C R

40.8

150.0

E R

41.0

151.3

C L

41.7

162.5

E R

41.9

173.8

C R

41.7

175.4

S L

40.9

181.1

S L

38.7

187.7

S L

37.3

194.6

F L

37.4

200.1

2119+00.00

58.5

-20.0

CUT AREA = -19.29 FILL AREA = .00

58.5

-2.7

CUT AREA = .00 FILL AREA = .00

55.0

-25.7

CUT AREA = .00 FILL AREA = .00

N G

37.2

-148.1

N G

37.4

-140.9

N G

37.8

-131.8

N G

38.2

-122.7

N G

38.2

-116.9

N G

38.6

-109.3

N G

39.1

-101.1

F S

39.7

-92.6

S P

40.8

-84.6

S P

43.2

-74.6

S P

45.1

-66.7

S P

47.3

-57.8

S P

49.6

-48.8

S P

52.3

-38.7

S P

54.2

-30.9

S L

54.3

-29.7

S L

56.8

-19.4

S L

59.0

-11.6

F S

59.4

-8.5

C L

59.7

-3.0

B L

59.6

P S

59.5

3.0

S L

58.8

10.4

S L

56.8

20.1

S L

54.6

29.8

S L

52.7

40.7

S L

50.3

52.3

S L

48.4

64.6

S L

46.6

75.4

S L

44.1

89.7

P S

43.5

93.2

T O

43.1

96.6

S L

43.8

101.4

C R

44.1

107.6

E R

44.1

109.1

C L

44.5

120.5

E R

44.1

134.6

C R

44.0

136.4

S L

43.1

142.6

S L

41.1

149.3

T O

40.8

150.6

C L

40.4

157.4

C R

40.6

162.3

N G

40.5

170.2

N G

40.7

175.9

F L

41.0

181.3

N G

41.2

185.8

N G

41.2

198.5

2121+00.00

58.5

-20.0

CUT AREA = -19.74 FILL AREA = .00

58.5

-3.0

CUT AREA = .00 FILL AREA = .00

55.0

-26.0

CUT AREA = .00 FILL AREA = 30.41

N G

36.1

-149.9

N G

36.5

-140.3

N G

36.8

-132.5

N G

36.8

-124.2

N G

37.2

-115.1

N G

37.8

-107.4

N G

38.2

-104.5

F S

38.8

-99.5

S L

39.7

-92.0

S P

40.8

-84.0

S P

42.8

-75.6

S P

45.0

-66.4

S P

47.6

-56.3

S P

49.7

-47.6

S P

52.4

-37.0

S P

54.1

-30.6

S L

55.4

-23.9

S L

58.1

-14.8

F S

59.8

-6.4

B L

60.3

C L

60.3

1.4

P S

60.3

8.8

S L

59.9

14.3

E R

59.6

16.5

C L

59.2

27.8

E R

58.0

40.2

C R

57.6

42.1

S L

54.9

49.6

S L

52.2

56.9

S L

50.3

65.6

S L

48.6

73.8

S L

47.4

81.7

S L

46.0

91.2

S L

44.6

100.1

S L

43.0

109.1

P S

42.3

119.7

N G

41.9

130.1

N G

41.6

140.5

N G

41.5

150.1

N G

41.2

159.7

N G

41.1

170.0

N G

41.0

180.3

N G

41.4

190.4

N G

41.2

200.1

2123+00.00

58.5

-20.0

CUT AREA = FILL AREA = .00

58.5

1.4

CUT AREA = .00 FILL AREA = .00

55.0

-21.6

CUT AREA = .00 FILL AREA = 10.52

-38.75

CS-01

L E

V E

E C

R O

S S

S E

C T

H -8

-4 C

S -0

H-8-48442_G-01

H-8-48442_G-02

H-8-48442_G-03

H-8-48442_G-04

H-8-48442_G-05

H-8-48442_C-01

H-8-48442_C-02

H-8-48442_B-01

H-8-48442_B-02

H-8-48442_B-03

H-8-48442_B-04

H-8-48442_CS-01

H-8-48442_H-01

File details come from the government source that posted it. Updated May 3, 2022.