H-08-47894_Plan-Rev_03-29-2016.pdf

PDF 30 MB Posted Apr 2, 2016

Attached to: New Orleans to Venice, Hurricane Protection Project, NOV-NF-W-06a3, West Pointe a La Hache to St. Jude Levee, Plaquemines Parish, Louisiana
Solicitation number: W912P8-15-B-0039
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

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Official_W912P8-15-B-0039_NOVNF06a3_Bid_Abstract-signed.pdf	PDF	May 11, 2016
Amendment_0004_W912P8-15-B-0039.pdf	PDF	May 6, 2016
SOLICITATION_AM03_W912P8-15-B-0039.pdf	PDF	May 3, 2016
SOLICITATION_AM02_(29_April_2016).pdf	PDF	Apr 29, 2016
SOLICITATION_AM01_(26_April_2016).pdf	PDF	Apr 27, 2016
A22_Solicitation_W912P8-15-B-0039.pdf	PDF	Apr 2, 2016

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SOLICITATION NO.: W912P8-15-B-0039

CONTRACT NO.: W912P8-15-X-00XX

APPROVED BY:

DIVISION

APPROVAL RECOMMENDED BY:

BRANCHMVK CHIEF ENGR & CONST

MVK CHIEF DESIGNMVK COL. DISTRICT ENGINEER

APPROVAL RECOMMENDED BY:

OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE NEW ORLEANS

FTL CIVIL BRANCH

BRANCHCIVILCHIEF

CHIEF ENGINEERING DIVISION

APRIL 2016

of Engineers US Army Corps

New Orleans District

PLAQUEMINES PARISH, LA

NEW ORLEANS TO VENICE

ST. JUDE LEVEE

WEST POINTE A LA HACHE TO

NOV-NF-W-06a3

HURRICANE PROTECTION PROJECT

NEW ORLEANS DISTRICT

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PLAQUEMINES PARISH, LOUISIANA

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BM MVN-68

WEST POINTE A LA HACHE

ST JUDE

T O V

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0 2000' 6000'4000'1000' 1000'

LOCATION MAP

SCALE: 1'' = 1000'

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SHREVEPORT

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BATON ROUGEL O U I S I A N A

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LOCATION

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PLAQUEMINES PARISH, LOUISIANA

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GENERAL NOTES:

INDEX OF DRAWINGSNO.

DESCRIPTION

TABULATION OF BENCHMARK

ELEVATION

COVER SHEETG-01

G-02

G-03 BENCHMARK, INDEX OF DRAWINGS AND GENERAL NOTES

PLAN AND PROFILEC-01 - C-05

TABULATIONS

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

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

EXIST

MAX

MIN

SST

TYP

EXISTING

MAXIMUM

MINIMUM

STAINLESS STEEL

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

SPEC

SECT

UNO

UGND

S/P

LANDWARDL/W

AZ AZIMUTH

F/S

PROTECTED SIDE

LAND SIDE

FERTILIZE, SEED AND MULCH

ELEVATION

H HORIZONTAL

DIST DISTANCE

P.I. POINT OF INFLECTION

STA

FEET

SHEET PILE

N.T.S. NOT TO SCALE

P/L PIPELIINE

ROW RIGHT OF WAY

CMP

DOTD DEPT. OF TRANS. & DEVELOP.

OFFSET

ON CENTER

CENTER LINEC/L

97-41M

P.I. POINT

FIRE HYDRANT

MANHOLE

CATCHBASIN

WATER VALVE FILL

CUT

LEVEE

EXISTING GAS

EXISTING FENCE

OVERHEAD P0WER

EXISTING

WATERMAIN

STORM SEWER

EXISTING

SANITARY SEWER

EXISTING

LINE (TELEPHONE)

EXISTING COMMUN.

(COAXIAL T.V.)

EXISTING CABLE

PIPE

EXISTING CULVERT

POWER POLE

BORING LOCATION

UNDISTURB

C/L

(B/L)

PROJECT BASELINE

CONSTRUCTION (LOC)

LIMIT OF

EASEMENT

CONSTRUCTION

CSP CONCRETE SLOPE PAVEMENT

LPIWD LEVEE P.I. WIDENING DETAIL

PFPLE

LEVEE EASEMENT

FLOOD PROT.

PERPETUAL

PERPETUAL FLOOD PROTECTION LEVEE EASEMENT

EC EDGE CONCRETE

LONG 89° 54' 30.095" W

LAT 29° 36' 48.204" N

BENCHMARKS

BENCHMARK

(2009.55)

EPOCH: NAVD 88

EL. -3.13

LONG 89° 51' 23.673" W

LAT 29° 34' 47.479" N

LONG 89° 48' 07.961" W

LAT 29° 34' 09.926" N

(2009.55)

EPOCH: NAVD 88

EL. 1.41

(2009.55)

EPOCH: NAVD 88

EL. -1.8

X = 3,733,619.64

Y = 407,715.63

STATE HIGHWAY 23.

A FENCE LINE, 1.8 FEET FROM A WITNESS POST AND 2.0 FEET BELOW THE ELEVATION OF

17.2 FEET SE OF A FIRE HYDRANT, 9.1 FEET SOUTH OF A WATER VALVE, 1.2 FEET N-NE OF

THE MARK IS 58.8 FEET S-SW OF THE CENTERLINE OF STATE HIGHWAY 23 SOUTHBOUND,

PORT SULPHUR FOR 14.85 MILES TO THE MARK ON THE LEFT BY A FIRE HYDRANT.

TO REACH MARK PROCEED ALONG STATE HIGHWAY 23 FROM THE POST OFFICE IN

FLOWERS 0402

X = 3,750,230.23

Y = 395,730.18

OF CENTERLINE OF GRAVEL ROAD, 33.0 FT WEST OF CENTERLINE OF CANAL.

ON THE LEFT. PROCEED SW DOWN GRAVEL ROAD FOR 1.22 MILES, MARK IS 22.0 FT EAST

POINTE A LA HACHE FERRY, PROCEED NW ON HWY 23 FOR 3.6 MILES TO A GRAVEL ROAD

TO REACH THE MARK FROM INTERSECTION OF HWY 23 AND ACCESS ROAD FOR

(PID=BBDL62)

MVN-68

X = 3,767559.96

Y = 392,163.95

POWER POLE, 68 FT NE OF LARGE ALUMINUM POWER POLE.

THE LEFT. MARK IS 24 FT SW OF THE SW EDGE OF HWY 23, 59.8 FT EAST OF A

POINTE A LA HACHE FERRY, PROCEED NW ON HWY 23 FOR 1450 FT TO MARK ON

TO REACH THE MARK FROM INTERSECTION OF HWY 23 AND ACCESS ROAD FOR

DRAINAGE DITCH PROFILEC-09 - C-12

C-13

C-08

PHASE I TYPICAL LEVEE SECTIONS

PHASE II TYPICAL LEVEE SECTION

MISCELLANEOUS DETAILS

PRODUCER

GAS & CONDENSATE

CMAP CORRUGATED METAL ARCH PIPECORRUGATED METAL ARCH PIPE

CORRUGATED METAL PIPE

CS-01 TO CS-27

CS-28 TO CS-52

PHASE I CROSS SECTIONS

PHASE II CROSS SECTIONS

B-01 SOIL BORING LEGEND

B-02 TO B-07 SOIL BORING LOGS

DITCH CULVERT, NEW DITCH EXCAVATION, AND RAMP DETAILS

(PRIMARY)

(PID=AT0708)

R 366

PP POWER POLE

WW WATER WELL

SECTION

LT LEFT

RIGHT

G-04 - G-05

C-06 - C-07

C-14 - C-15

NGL NATURAL GAS LINE

WATER WELL

LOCATION

CONE PENETRATION TEST

LAWS AND ORDINANCES, INCLUSIVE POSTED WEIGHT LIMITS.

23. ALL CONTRCTOR HAULING OPERATIONS SHALL ABIDE BY FEDERAL, STATE, AND LOCAL

TO THE NON FEDERAL SPONSOR.

THROUGHOUT THE RIGHT OF WAY LIMITS, UNTIL THE COMPLETED PROJECT IS TURNED OVER

MAINTENACE OF THE ENTIRE LEVEE (FLOODSIDE, PROTECTED SIDE AND BERMS)

22. ONCE GIVEN NOTICE TO PROCEED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

REQUIRED TO BE CLEANED AFTER CONSTRUCTION COMPLETE.

21. ALL EXISTING /NEW DRAINAGE FEATURES WITHIN `RIGHT OF WAY LIMITS SHALL BE

CONSTRUCTION.

20 CONTRACTOR SHALL KEEP ALL STATE AND FEDERAL HIGHWAYS CLEAN DURING

TO COMPLETING CONTRACT.

19. CONTRACTOR SHALL CLEAN AND REMOVE ALL TRASH WITHIN RIGHT OF WAY LIMITS PRIOR

USING THE RAMPS.

EXPENSE, CONSTRUCT TEMPORARY BY-PASS RAMPS TO ACCOMMODATE ANY BUSINESSES

SHALL BE PROVIDED AT ALL TIMES AS NECESSARY THE CONTRACTOR SHALL, AT HIS/HER

18. AT NO TIME SHALL THE CONTRACTOR BLOCK ACCESS TO ANY RAMPS. RAMP ACCESS

CONTRACTOR VERIFIED.

GENERATED SURFACES AND ARE FOR INFORMATIONAL PURPOSES ONLY AND SHALL BE

17. EXISTING GROUND LINES SHOWN ARE CROSS SECTION DERIVED FROM COMPUTER

LT. OR RT. UNLESS OTHERWISE NOTED.

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

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

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

PERFORMANCE OF THE WORK.

AND INVESTIGATIONS AS NECESSARY TO DETERMINE CONDITIONS WHICH WILL AFFECT THE

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

CONDITION OF THE MATERIALS WHICH WILL BE ENCOUNTERED BETWEEN THE BORING

14. THE CONTRACTOR SHALL MAKE HIS/HER OWN INTERPRETATION OF THE CHARACTER AND

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

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

CONSTRUCTION.

HIMSELF/HERSELF RELATIVE TO THE EXISTING CONDITIONS PRIOR TO THE START OF

12. CONTRACTOR SHALL VISIT THE SITE OF WORK AND COMPLETELY INFORM

EMBANKMENT SHALL BE KEPT MOIST TO PREVENT BLOWING.

DUST WHILE TRANSPORTING EARTHEN MATERIAL WITHIN THE LEVEE RIGHT-OF-WAY. THE

11. DUST CONTROL - CONTRACTOR SHALL TAKE MEASURES TO PREVENT UNNECESSARY

WITH EFFICIENT PERFORMANCE OF THE WORK.

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

CONSTRUCTION MACHINERY & VEHICLES SHALL BE EQUIPPED WITH STANDARD SOUND

APPROPRIATE FOR THE AMBIENT SOUND LEVELS IN THE AREA DURING WORKING HOURS. ALL

10. NOISE CONTROL - CONTRACTOR SHALL TAKE MEASURES TO AVOID UNNECESSARY NOISE

EXPENSE.

CONSTRUCTION OPERATIONS. THE DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S

9. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES CAUSED BY

LIST OF ALL UTILITY CONTACTS.

ALL EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. SEE SPECIFICATIONS FOR A

THE RESPECTIVE UTILITY COMPANIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY

INFORMATIONAL PURPOSES ONLY AND ARE BASED, IN PART, ON INFORMATION PROVIDED BY

8. LOCATION OF EXISTING UTILITIES INDICATED ON THE PLAN SHEETS ARE SHOWN FOR

(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 2013.

PLANE, LA SOUTH, ZONE 1702, US FEET.

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

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

FROM THE NEW ORLEANS DISTRICT SURVEY SECTION (504) 862-1852.

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

LOCATION AND VICINITY MAPS

NEW ORLEANS DISTRICT

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IDENTIFICATION

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N S

3767359.397 392015.020

3767403.656 391991.638

3767463.102 392118.276

X - COORDINATE

4 3767403.656 391991.638

3767463.102 392118.276

Y - COORDINATEX - COORDINATE

TABULATION OF TEMP WORK AREA (STAGING AREA)

Y - COORDINATEX - COORDINATE

LEVEE AND DRAINAGE DITCH ESASEMENTS

TABULATION OF PERPETUAL FLOOD PROTECTION

3768743.014 391114.626

3768690.877 391017.584

3768754.330 390987.784

3768806.466 391084.825

3769217.694 391175.228

3769070.024 390961.045

3769524.767 390944.297

3769341.568 390759.638

3769766.728 390688.778

3769568.078 390520.536

3771511.768 388576.296

3771301.638 388423.142

3771927.425 387987.411

3771699.257 387862.592

3771725.222 387812.388

3771662.914 387759.252

3771691.009 387704.778

3771753.499 387757.429

3772314.797 387234.663

3772073.483 387137.877

3772583.100 386565.708

3772345.229 386460.655

3772779.561 386140.264

3772549.070 386019.797

3772679.686 385783.986

3772615.868 385733.851

3772655.301 385663.182

3772718.992 385713.024

3772945.376 385840.609

3773125.608 385555.087

3772909.268 385410.875

3774366.668 383693.313

3774150.024 383549.557

3774867.063 382935.746

3774710.342 382701.276

3770210.043 390151.880

3770009.485 389986.281

3769960.308 389945.675

3770838.720 389390.527

3770638.331 389225.059

3770592.843 389187.499

3768723.613 391408.386

3768602.888 391180.436

X - COORDINATE Y - COORDINATEB/L STA.

1649+36.98

1651+65.09

1652+12.41

1652+85.30

1667+13.63

1667+66.43

1668+32.94

1674+04.68

1678+28.32

1682+27.69

1686+01.86

1702+46.85

1713+49.23

1720+76.32

1729+39.83

1736+71.05

1741+32.84

1744+68.12

1748+06.78

1770+37.01

1781+79.15

TABULATION OF BASELINE LEVEE DATA

3767258.86

3767171.89

3767163.29

3767220.81

3768483.05

3768535.57

3768579.74

3768894.15

3769267.04

3769587.81

3769845.40

3770892.68

3771595.47

3772016.14

3772411.95

3772684.15

3772877.75

3773040.08

3773220.91

3774457.99

3775041.00 382751.78

383754.63

385610.32

385896.66

386190.02

386609.27

387287.93

388055.38

388648.42

389497.74

390766.27

391037.67

391275.58

391476.64

390999.11

390949.39

390954.88

391623.38

391668.13

391714.67

391925.55

3767420.929 392140.556

3767471.251 392238.098

3767493.617 392226.340

3767443.043 392128.873

CENTERLINEBASELINE

19+27.92

-1+00.00

22+82.81

26+22.98

84+35.84

87+82.61

110+19.76

0+00.00

1678+28.32

1682+27.69

1686+01.86

1702+46.85 42+58.59

1713+49.23 53+50.56

1720+76.32 60+47.51

1729+39.83 68+78.00

1736+71.05 76+03.11

1741+32.84 80+82.26

1744+68.12

1748+06.78

1770+37.01

1779+32.64

1+39.091654+47.35

1780+30.46

B/L = C/L MATCH TABULATION

1652+07.00

1653+24.00

1696+00.00 36+12.00

1700+00.00 40+12.00

119+00.00

120+00.00

C/L STA. Y - COORDINATEX - COORDINATE

-1+00.00

0+00.00

19+27.92

22+82.81

26+22.98

36+12.00

40+12.00

42+58.59

53+50.56

60+47.51

68+78.00

76+03.11

80+82.66

84+35.84

87+82.61

110+19.76

119+00.00

1+39.09

120+00.0019

TABULATION OF NEW LEVEE CENTERLINE DATA

3767258.38

3767358.18

3767497.27

3769116.42

3769401.46

391799.12

391038.69

390580.54

390827.27

3769635.64

3770265.03 389818.29

389509.82

389319.23

388144.94

387909.49

387171.38

386498.39

386063.37

3770519.59

3770676.96

3771373.11

3771776.34

3772157.02

3772426.94

3772627.82

3772799.01

3772984.16

386754.00

385460.80

3774225.02 383599.32

3774710.16

3774765.24

382864.84

382781.45

382688.0963774801.009

ITEMITEM

P.I.

ITEM

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

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A P

P R

D A

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B E

S U

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D B

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O T S

C A

L E

P L

O T D

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M A

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D E

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C O

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IDENTIFICATION

SHEET

D A

T E

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

N G

E E

W O

R L E

A N

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T R

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N E

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A N

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C T

P L

A Q

U E

E S P

A R

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O U

N A

G A

U T

R E

A U

K E

A R

N S

S .C .C

W P

T E A L

A H

A C

H E T

O S

T J

U D

E L

E V

E E

H -0

-4

-A

U G -2

N O

V -N

F -W

-0 a

W P -1

-B -0

G-05

B U

L A

N S

H -0

-4

G -0

T .d g n

PRIVATE OWNER

90°

2-48" CONC. CULVERT 45.61' RT

GATE 47.95' RT

1743+89.83

1743+83.95

1742+09.56 231.42' RT(PLUG AND ABANDONED)

GAS & CONDENSATE PRODUCER

(PLUG AND ABANDONED)

GAS & CONDENSATE PRODUCER

NOBLE ENERGY, LLC

90°

GATE

36" CONC. CULVERT

93.86' RT

24.66' RT

1721+39.38

1721+18.05

Y - COORDINATEX - COORDINATE

3768880.054 391334.561

3768949.188 391455.042

3768971.610 391443.430

3768902.694 391323.877

3771943.356 387956.453

3772034.070 388037.940

3772046.577 388015.259

3771955.322 387933.200

3772900.986 385920.828

3772993.846 385989.771

3773006.072 385967.712

3772913.199 385898.758

TABULATION OF TEMP ACCESS EASEMENT A

TABULATION OF TEMP ACCESS EASEMENT B

TABULATION OF TEMP ACCESS EASEMENT C

90°

AERIAL LINES W/ POLES

ENTERGY LOUISIANA, LLC

PRIVATE OWNER

MOBILE HOME

PRIVATE OWNER

TRAVEL TRAILER

ENTERGY LOUISIANA, LLC AERIAL LINES W/ POLES

508.18' LT

507.09' LT

386.45' LT

166.07' LT

WATER METER

595.92' LTWATER METER

370.50' LT

442.38' LT

FENCEPRIVATE OWNER

PRIVATE OWNER

CONCRETE SLAB

STORAGE SHED

407.83' LT

343.04' LT

206.71' LT

1652+18.60

1779+39.83

1652+82.00

1653+45.19

1653+50.28

1653+95.11

1654+27.61

1654+51.95 401.15' LT

1655+14.54 404.43' LT

1655+65.20 410.23' LT

1654+33.41

1654+44.40 269.81' LT

1655+36.10

1654+71.77

1654+48.52

1654+10.16 572.31' LT

1655+29.15

6.85' LT

588.60' LT

ITEM OWNER DESCRIPTION B/L STATION OFFSET AZIMUTHS DISPOSITION

90°

96°17'44.60"

SEWER CLEAN OUT

SEPTIC TANK 456.64' LT

412.72' LT

SEWER CLEAN OUT

GATE

410.30' LT

116.71' LT

PRIVATE OWNER

174.04' RT

385.19' LT

1654+76.02

1654+29.48

1654+38.83

1655+31.37

1674+04.68

1674+78.45

TRANSMISSION, LLC

HIGHPOINT GAS

TRANSMISSION, LLC

HIGHPOINT GAS

NATURAL GAS LINE

WATER LINE

90°

99.92' RT

98.66' RT

1698+39.73

1698+70.98

1727+99.79

1702+82.48

GULF PRODUCTION COMPANY INC.

PRIVATE OWNER 90°

90°

55.45' RT1761+89.81GATE

1764+27.17 169.87' RT

(B)(2)

PPL-2

PPL-3

PPL-5

PPL-6

STR-1

STR-2

STR-3a

STR-4

STR-3b

PPL-7

PPL-1

PPL-8

FEN-1

WM-1

WM-2

PPL-4

SEPT-1

SOC-1

SOC-2

SOC-3

GAT-1

GAT-2

TABULATIONS OF FACILITIES WITHIN THE LEVEE RIGHT OF WAY

G-1

G-2

GAT-3

CMP-1

CMP-2

WL-1

GAT-4

GCP-1

GAT-5

GCP-2

(2)

X - COORDINATE Y - COORDINATEITEM

RIGHT OF WAY

TABULATION OF EXIST NOV-5A

3774900.882 382957.692

382877.319

382811.491

382767.036

3774779.429

3774824.890

3774768.265

X - COORDINATE Y - COORDINATEITEM

3770338.690 389492.134

389744.750

389681.940

389430.216

3770546.159

3770598.013

3770390.347

TABULATION OF NO WORK AREA

3774801.533

3774800.434

382715.296

382658.270

(A)

P.I.

(B)(2)

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

TO BE RELOCATED

TO BE REMOVED

TO BE REMOVED & REPLACED

NEW ORLEANS DISTRICT

S O

A T

N N

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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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A P

P R

D A

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E N

U M

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S U

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D B

P L

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C 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

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

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T R

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C T

P L

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H L

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N A

G A

U T

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A U

K E

A R

N S

S .C .C

W P

T E A L

A H

A C

H E T

O S

T J

U D

E L

E V

E E

H -0

-4

-A

U G -2

N O

V -N

F -W

-0 a

W P -1

-B -0

T A C /L

S T

A .1

B /L

F W

O R

C-01

P L

A N A

N D P

R O

H -0

-4

C -0

.d g n

PROTECTED SIDE

SCALE: 1'' = 100'

0100' 100'

2,0

1,5

2,0

°4

' 0

°4

1,0

°34 ' 0

R = 26E

T = 17S

1,0

°4

°34 ' 0

1667+ 66.43

P I

NF06-203CU

°4

' 0

°4

S T

A .1

B /L S

T A . 2

C /L

M A

T C

H L

FLOOD 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

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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

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A N

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K E

A R

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N E

W O

R L E

A N

S T

O V

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A N

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R O

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C T

N P

R O J E

C T

P L

A Q

U E

E S P

A R

H L

O U

N A

G A

U T

R E

A U

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A R

N S

S .C .C

W P

T E A L

A H

A C

H E T

O S

T J

U D

E L

E V

E E

H -0

-4

-A

U G -2

N O

V -N

F -W

-0 a

W P -1

-B -0

+1 2.

1667+ 66.43

P I

1668+32.94

P I

LEVEE B/L

+3 6.

P I

5 1

P I

STR-3a

STR-3b

STR-2

STR-4

Y P

NEW LEVEE C/L

NF06-201CUB

NF06-202CU

NF06-203CU

NF06-204CUB

NF06-204CU

NEW DITCH C/L

STR-1

SOC-3

SOC-2

GAT-1

GAT-2

WM-1

WM-2

SEPT-1

NEW DITCH C/L

EDGE OF HWY 23

STAGING AREA

ROW

ROW & SILT FENCE LIMIT

(SEE DETAIL SHEET C-15)

WASH DOWN RACK

TRUCK

ACCESS EASEMENT-A

TEMP

FEN-1

PPL-1

PPL-2

PPL-4

SOC-1

PPL-6

PPL-3

PPL-7

PPL-8

PPL-5

EXISTING CANAL

EXISTING PARISH LEVEE

HWY DITCH

EXISTING

(NO TRUCK HAUL)

ACCESS ROAD

PERMANENT

NF06-285CC

NF06-13CCL

NF06-14CFT NF06-15CCL

NF06-16CCL

NF06-17CPT

BY OTHERS

FUTURE T-WALL WORK

1651+6 5.09

P I

0 2 .8

P I

(SEE SHEET C-13 FOR DETAILS)

STA 15+97.90 C/L OFFSET 118.06' LT

NEW CMAP-1

(SEE SHEET C-13 FOR DETAILS)

STA 15+91.60 C/L

NEW RAMP-1

STA. 15+39 C/L

START FULL LEVEE SECTION

STA. 15+61 C/L

START FULL DITCH SECTION

-286CC

NF06

2 3

2 6

PHASE II TYPICAL SECTION (OPTIONAL)

-5

-10

-15

E L E

V A

N N

A V

-5

-10

-15

E L E

V A

N N

A V

STATIONING ALONG CENTERLINE

COMPACTED FILL

CONSTRUCTION GRADE PHASE I EL 14.0

-2+50 0+00 2+50 5+00 7+50 10+00 12+50 15+00 20+00 22+50 25+00

M A

T C

H L

E S

T A .2

C /L

SMOOTH TRANSITION

C /L

TYPICAL SECTION 1

PHASE I

CONSTRUCTION

BEGIN LEVEE

S T

A .1

B /L

T A C /L

F W

O R

NO WORK AREA

17+50

CONSTRUCTION GRADE PHASE II EL 13.0 (OPTIONAL)

(PHASE I)

AT NEW LEVEE C/L

EXISTING GROUND

C-02

P L

A N A

N D P

R O

E :1

H -0

-4

C -0

.d g n

SCALE: 1'' = 100'

0100' 100'

FLOOD SIDE

PROTECTED SIDE

3,769,000

3,769,500

3,770,000

3,770,500

3,769,500

3,770,000

3,770,500

3,771,000

3,771,500

3,771,000

3,771,500

89°47'50"

89°47'40"

89°47'50"

89°47'40"

89°47'30"

°3

S T

A .1

B /L S

T A C /L

M A

T C

H L

A .1

B /L S

T A . 4

C /L

M A

T C

H L

8 9

P I

Y P

NEW LEVEE C/L

NF06-205CU

NF06-206CU

NF06-207CU

WL-1

EDGE OF HWY 23

LEVEE B/L

NEW DITCH C/L

ROW

ROW & SILT FENCE LIMIT

2 3

HWY DITCH

EXISTING

(ACCESS ONLY)

NO WORK AREA

(SEE DETAIL SHEET C-14)

INSTALL TIMBER MAT

NF06-289CC NF06-290CC

G-1 G-2

P I

P I 4

P I

(X= 3770823.862, Y=389329.894)

STA. 43+44C/L

START FULL SOUTHERN DITCH SECTION

(X= 3769968.223 , Y= 390366.217 )

STA 30+00 C/L

END FULL NORTHERN DITCH SECTION

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

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W O

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A N

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S I

K E

A R

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W O

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N A

G A

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A U

K E

A R

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S .C .C

W P

T E A L

A H

A C

H E T

O S

T J

U D

E L

E V

E E

H -0

-4

-A

U G -2

N O

V -N

F -W

-0 a

W P -1

-B -0

-5

-10

-15

-5

-10

-15

E L E

V A

N N

A V

E L E

V A

N N

A V

STATIONING ALONG CENTERLINE

COMPACTED FILL

22+50 25+00 27+50 30+00 32+50 35+00 37+50 40+00 42+50 45+00 47+5022+00

CONSTRUCTION GRADE PHASE I EL 14.0 CONSTRUCTION GRADE PHASE I EL 14.0

M A

T C

H L

E S

T A .4

C /L

49+50

M A

T C

H L

T A

C /L

S T

C /L

F W

O R

TYPICAL SECTION 4

PHASE I

S T

C /L

F W

O R

TYPICAL SECTION 1

PHASE I

TYPICAL SECTION 2

PHASE I

200' SMOOTH TRANSITION

EL 12.0+/-

SMOOTH TRANSITION

100' SMOOTH TRANSITION

SMOOTH TRANSITION

C /L

36" NGL24" NGL

TYPICAL SECTION 3

PHASE I

EL 12.0+/-

1:5 +/- 1:5 +/-

C /L

(ACCESS ONLY)

NO WORK AREA

C /L

CONSTRUCTION GRADE PHASE II EL 13.0 (OPTIONAL) CONSTRUCTION GRADE PHASE II EL 13.0 (OPTIONAL)

(PHASE I)

AT NEW LEVEE C/L

EXISTING GROUND

(PHASE I)

AT NEW LEVEE C/L

EXISTING GROUND

PHASE II TYPICAL SECTION (OPTIONAL) PHASE II TYPICAL SECTION (OPTIONAL)

(PHASE II)

ANTICIPATED CROWN ELEV

(PHASE II)

ANTICIPATED CROWN ELEV

C-03

A N A

N D P

R O

E :1

SCALE: 1'' = 100'

0100' 100'

FLOOD SIDE

PROTECTED SIDE

3,771,000

3,771,500

3,772,000

3,771,000

3,771,500

3,772,000

3,772,500

3,773,000

3,772,500

89°47'30"

89°47'20"

89°47'30"

89°47'20"

89°47'10"

°3

S T

A .1

B /L S

T A C /L

M A

T C

H L

A .1

B /L S

T A . 7

C /L

M A

T C

H L

H -0

-4

C -0

-1 .d g n

P I

Y P

NEW LEVEE C/L

NF06-207CUB

NF06-207

NF06-208CU

NF06-209CU

GAT-3

CMP-1

EDGE OF HWY 23

LEVEE B/L

NEW DITCH C/L

ROW

ROW & SILT FENCE LIMIT

(SEE DETAIL SHEET C-15)

WASH DOWN RACK

TRUCK

ACCESS EASEMENT-B

TEMP

HWY DITCH

EXISTING

NF06-292CC

NF06-293CC

NF06-294CC

P I 5

P I

(SEE SHEET C-13 FOR DETAILS)

STA 61+03.93 C/L OFFSET 119.96' LT

NEW CMAP-2

(SEE SHEET C-13 FOR DETAILS)

STA 61+23.00 C/L

NEW RAMP-2

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

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A P

P R

D A

T E

E N

U M

B E

S U

B M

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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

K E

A R

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N E

W O

R L E

A N

S T

O V

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A N

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R O

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C T

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R O J E

C T

P L

A Q

U E

E S P

A R

H L

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N A

G A

U T

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A U

K E

A R

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S .C .C

W P

T E A L

A H

A C

H E T

O S

T J

U D

E L

E V

E E

H -0

-4

-A

U G -2

N O

V -N

F -W

-0 a

W P -1

-B -0

-5

-10

-15

-5

-10

-15

E L E

V A

N N

A V

E L E

V A

N N

A V

STATIONING ALONG CENTERLINE

COMPACTED FILL

47+50 50+00 52+50 55+00 57+50 60+00 62+50 65+00 67+50 70+00 72+50

CONSTRUCTION GRADE PHASE I EL 14.0

M A

T C

H L

T A C /L

M A

T C

H L

E S

T A . 7

C /L

48+50 74+50

TYPICAL SECTION 4

PHASE I

CONSTRUCTION GRADE PHASE II EL 13.0 (OPTIONAL)

(PHASE I)

AT NEW LEVEE C/L

EXISTING GROUND

PHASE II TYPICAL SECTION (OPTIONAL)

C-04

A N A

N D P

R O

:1 H -0

-4

C -0

.d g n

SCALE: 1'' = 100'

0100' 100'

FLOOD SIDE

PROTECTED SIDE

3,772,000

3,772,500

3,773,000

3,772,000

3,772,500

3,773,000

3,773,500

3,774,000

3,773,500

3,774,000

89°47'10"

89°47'20"

89°47'10"

89°47' 0"

°3

' 0

°3

' 0

S T

A .1

B /L S

T A C /L

M A

T C

H L

A .1

B /L S

T A . 9

C /L

M A

T C

H L

15 16

P I

LEVEE B/L

NEW LEVEE C/L

NF06-211CUB

NF06-210CU

NF06-211CU

NF06-212CU

CMP-2

EDGE OF HWY 23

GAT-4

NEW DITCH C/L

ROW

ROW & SILT FENCE LIMIT

(SEE DETAIL SHEET C-15)

WASH DOWN RACK

TRUCK

ACCESS EASEMENT-C

TEMP

HWY DITCH

EXISTING

GCP-1

NF06-294CC

NF06-295CC

NF06-297CC

P I

P I 9

(SEE SHEET C-13 FOR DETAILS)

STA 83+58.58 C/L OFFSET 119.85' LT

NEW CMAP-3

(SEE SHEET C-13 FOR DETAILS)

STA 83+77.28 C/L

NEW RAMP-3

10 11

37 38

-5

-10

-15

-5

-10

-15

E L E

V A

N N

A V

E L E

V A

N N

A V

STATIONING ALONG CENTERLINE

COMPACTED FILL

72+50 75+00 77+50 80+00 82+50 85+00 87+50 90+00 92+50 95+00 97+50

CONSTRUCTION GRADE PHASE I EL 14.0

M A

T C

H L

T A C /L

M A

T C

H L

E S

T A . 9

C /L

TYPICAL SECTION 4

PHASE I

CONSTRUCTION GRADE PHASE II EL 13.0 (OPTIONAL)

(PHASE I)

AT NEW LEVEE C/L

EXISTING GROUND

PHASE II TYPICAL SECTION (OPTIONAL)

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

K E

A R

N S

N E

W O

R L E

A N

S T

O V

E N

H U

R R

A N

E P

R O

T E

C T

N P

R O J E

C T

P L

A Q

U E

E S P

A R

H L

O U

N A

G A

U T

R E

A U

K E

A R

N S

S .C .C

W P

T E A L

A H

A C

H E T

O S

T J

U D

E L

E V

E E

H -0

-4

-A

U G -2

N O

V -N

F -W

-0 a

W P -1

-B -0

C-05

A N A

N D P

R O

E :1

H -0

-4

C -0

.d g n

SCALE: 1'' = 100'

0100' 100'

FLOOD SIDE

PROTECTED SIDE

3,773,500

3,774,000

3,774,500

3,773,500

3,774,000

3,774,500

3,775,000

3,775,500

89°47' 0"

89°46'50"

89°47' 0"

89°46'50"

89°46'40"

S T

A .1

B /L S

T A C /L

M A

T C

H L

= STA. 120+00 C/L

STA.1780+30.46 B/L

LIMIT OF WORK

P I1

LEVEE B/L

NOV REACH 5A

EXIST ROW

STA. 119+00 C/L

END FULL LEVEE SECTION

NEW LEVEE C/L

NF06-213CU NF06-214CU

NEW DITCH C/L

GAT-5

EDGE OF HWY 23

ROW

ROW & SILT FENCE LIMIT

1GCP-2

HWY DITCH

EXISTING

(SEE SHEET G-05 FOR EXISTING NOV-5A ROW)

NEW DITCH & LEVEE WORKS BY OTHERS

NF06-299CC

(X= 3774672.505, Y=383139.579)

STA. 116+50 C/L

END FULL SOUTHERN DITCH SECTION

OFFSET 123.70' RT

END FULL DITCH SECTION STA. 1776+76.20 B/L

P I

41 44

-5

-10

-15

-5

-10

-15

E L E

V A

N N

A V

E L E

V A

N N

A V

STATIONING ALONG CENTERLINE

COMPACTED FILL

97+50 100+00 102+50 105+00 107+50 110+00 112+50 115+00 117+50 120+00 122+50

M A

T C

H L

T A C /L

CONSTRUCTION GRADE PHASE I EL 14.0

95+00

SMOOTH TRANSITION

TYPICAL SECTION 4

PHASE I

S T

A . 1

B /L S

T A . 1

C /L

F W

C /L

STA 119+65 (+/-) C/L

END LEVEE CONSTRUCTION

C /L

CONSTRUCTION GRADE PHASE II EL 13.0 (OPTIONAL)

(PHASE I)

AT NEW LEVEE C/L

EXISTING GROUND

PHASE II TYPICAL SECTION (OPTIONAL)

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

K E

A R

N S

N E

W O

R L E

A N

S T

O V

E N

H U

R R

A N

E P

R O

T E

C T

N P

R O J E

C T

P L

A Q

U E

E S P

A R

H L

O U

N A

G A

U T

R E

A U

K E

A R

N S

S .C .C

W P

T E A L

A H

A C

H E T

O S

T J

U D

E L

E V

E E

H -0

-4

-A

U G -2

N O

V -N

F -W

-0 a

W P -1

-B -0

C-06

-0

-4

C -0

T S .d g n

A L L

E V

E E S

E C

S E I

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

K E

A R

N S

N E

W O

R L E

A N

S T

O V

E N

H U

R R

A N

E P

R O

T E

C T

N P

R O J E

C T

P L

A Q

U E

E S P

A R

H L

O U

N A

G A

U T

R E

A U

K E

A R

N S

S .C .C

W P

T E A L

A H

A C

H E T

O S

T J

U D

E L

E V

E E

H -0

-4

-A

U G -2

N O

V -N

F -W

-0 a

W P -1

-B -0

1:35

1:3 1:4

1:41:3

EL 2.5

FILL

COMPACTED

EL 14.0

10'

C/L

NEW LEVEE

C/L

NEW DITCH

170' 90'

280'

(SEE SHEET C-15 FOR DETAIL)

SETTLEMENT GAGE

120'

TO HWY 23

ROW & SILT FENCE LIMIT

ROW

GRUBBING ONLY

CLEARING, FERTILIZING & SEEDING

N.T.S.

TYPICAL SECTION 1

PHASE I

PROTECTED SIDE

FLOOD SIDE

(200' TRANSITION FROM STA 32+60 C/L TO 34+60 C/L)

STA. 15+39 C/L TO STA. 32+60 C/L

15'

82' 55'

15'

N.T.S.

TYPICAL SECTION 2

PHASE I

(NO WORK AREA FROM STA 38+48 C/L TO 39+70 C/L)

STA. 34+60 C/L TO STA. 38+10 C/L

C/L

FILL

COMPACTED

EL 14.0

(SEE SHEET C-15 FOR DETAIL)

SETTLEMENT GAGE

(SEE NOTE 2)

CLEARING, GRUBBING, FERTILIZING AND SEEDING

2. SEE SHEET C-13 FOR NEW DITCH EXCAVATION DETAIL.

1. SEE SPEC. SECT 01100 CONSTRUCTION SEQUENCE.

NOTES:

B/L

LEVEE

B/L

LEVEE

280'TO HWY 23

ROW & SILT FENCE LIMIT

VARIES (SEE PLAN VIEW SHEET C-02)

C-07

-0

-4

C -0

T S .d g n

A L L

E V

E E S

E C

S E I

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

K E

A R

N S

N E

W O

R L E

A N

S T

O V

E N

H U

R R

A N

E P

R O

T E

C T

N P

R O J E

C T

P L

A Q

U E

E S P

A R

H L

O U

N A

G A

U T

R E

A U

K E

A R

N S

S .C .C

W P

T E A L

A H

A C

H E T

O S

T J

U D

E L

E V

E E

H -0

-4

-A

U G -2

N O

V -N

F -W

-0 a

W P -1

-B -0

PROTECTED SIDE

FLOOD SIDE

1:35

1:3

1:3 1:4

1:4

C/L

NEW DITCH

EL 2.5

10'

C/L

NEW LEVEE

EL 14.0

FILL

COMPACTED

N.T.S.

TYPICAL SECTION 4

PHASE I

170' 90'

280'TO HWY 23

(SEE SHEET C-15 FOR DETAIL)

SETTLEMENT GAGE

120'

ROW

10'

C/L

NEW LEVEE

EL 14.0

FILL

COMPACTED

ROW & SILT FENCE LIMIT

ROW

15'15'

N.T.S.

TYPICAL SECTION 3

PHASE I

CLEARING, FERTILIZING & SEEDING

GRUBBING ONLY

(100' TRANSITION FROM STA 41+65 C/L TO 42+65 C/L)

STA. 40+10 C/L TO STA. 41+65 C/L

(SEE SHEET C-15 FOR DETAIL)

SETTLEMENT GAGE

(SEE NOTE 2)

CLEARING, GRUBBING, FERTILIZING & SEEDING

(65' +/- TRANSITION FROM STA 119+00 C/L TO 119+65 +/- C/L)

STA. 42+65 C/L TO STA. 119+00 C/L

2. SEE SHEET C-13 FOR NEW DITCH EXCAVATION DETAIL.

1. SEE SPEC. SECT 01100 CONSTRUCTION SEQUENCE.

NOTES:

B/L

LEVEE

ROW & SILT FENCE LIMIT

280'

B/L

LEVEE

TO HWY 23

VARIES (SEE PLAN VIEW SHEET C-02)

C-08

-0

-4

C -0

T S .d g n

T Y

A L L

E V

E E S

E C

S E I I

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

K E

A R

N S

N E

W O

R L E

A N

S T

O V

E N

H U

R R

A N

E P

R O

T E

C T

N P

R O J E

C T

P L

A Q

U E

E S P

A R

H L

O U

N A

G A

U T

R E

A U

K E

A R

N S

S .C .C

W P

T E A L

A H

A C

H E T

O S

T J

U D

E L

E V

E E

H -0

-4

-A

U G -2

N O

V -N

F -W

-0 a

W P -1

-B -0

1:41:3

FILL

COMPACTED

EL 13.0

10'

EL VARIES

ROW

C/L

LEVEE

C/L

NEW DITCH

TYPICAL SECTION)

(SEE PHASE I

CLEARING, FERTILIZING & SEEDING (PHASE II)

5' 5'

PROTECTED SIDE

FLOOD SIDE

EL 12.07 (+/-)

EXISTING GROUND

ROW & SILT FENCE LIMIT

N.T.S.

(SEE SHEET C-15 FOR DETAIL)

SETTLEMENT GAGE

SEE NOTE 2

STA. 41+65 C/L TO STA. 119+00 C/L

AND

STA. 15+39 C/L TO LSTA. 34+60 C/L

TYPICAL SECTION (OPTIONAL)

PHASE II

2. ROW & SILT FENCE LIMIT VARIES. SEE PHASE I TYPICAL SECTIONS (SHEET C-06, C-07)

1.SEE SPEC. SECT 01100 CONSTRUCTION SEQUENCE.

NOTES:

C-09

D R

A G

E D

C H P

R O

H -0

-4

C -0

.d g n

S T

A C /L

T C

H L

S T

T C

H L

S T

A C /L

F N

E W D

C H W

O R

S T

T C

H L

AT DITCH C/L

EXISTING GROUND

S T

C /L

F N

E W D

C H W

O R

AT DITCH C/L

EXISTING GROUND

STATIONING ALONG NEW LEVEE CENTERLINE

2. INVERT ELEVATION BASED ON TRUE DITCH LENGTH.

1. DITCH C/L IS 120' OFFSET FROM THE PROTECTED SIDE OF THE NEW LEVEE C/L.

NOTES:

VER. 1"=5'

HOR. 1"=50'

PROFILE SCALE:

20+00 21+00 22+00 23+00 24+00

-5

-10

-15

E L E

V A

N N

A V

-5

-10

-15

14+00 15+00 16+00 17+00 18+00 19+00 20+00

E L E

V A

N N

A V

INVERT -4.87

STA. 15+61C/L

21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00

5' WIDTH BASE BOTTOM

30+00 31+00 32+00

-5

-10

-15

E L E

V A

N N

A V

INVERT -5.65

STA. 30+00 C/L

-5

-10

-15

E L E

V A

N N

A V

BY OTHERS

FUTURE PUMP STATION & T WALL

(BOTTOM OF CUT)

DESIGN GRADE

SLOPE = -0.05%

CMAP-1

(BOTTOM OF CUT)

DESIGN GRADE

SLOPE = -0.05%

5' WIDTH BASE BOTTOM

INVERT -4.93 (SEE SHEET C-13)

STA. 15+97.90 C/L

NEW CULVERT, 83X57 CMAP

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

K E

A R

N S

N E

W O

R L E

A N

S T

O V

E N

H U

R R

A N

E P

R O

T E

C T

N P

R O J E

C T

P L

A Q

U E

E S P

A R

H L

O U

N A

G A

U T

R E

A U

K E

A R

N S

S .C .C

W P

T E A L

A H

A C

H E T

O S

T J

U D

E L

E V

E E

H -0

-4

-A

U G -2

N O

V -N

F -W

-0 a

W P -1

-B -0

C-10

D R

A G

E D

C H P

R O

H -0

-4

C -1

.d g n

S T

T C

H L

S T

T C

H L

S T

T C

H L

S T

T C

H L

S T

T C

H L

E S

T A

T C

H L

S T

A C /L

F N

E W D I T

C H W

O R

AT DITCH C/L

EXISTING GROUND

AT DITCH C/L

EXISTING GROUND

AT DITCH C/L

EXISTING GROUND

STATIONING ALONG NEW LEVEE CENTERLINE

PROFILE SCALE:

VER. 1"=5'

HOR. 1"=50'

CMAP-2

INVERT -5.89

STA. 43+44 C/L

30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00

41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00

53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00

-5

-10

-15

E L E

V A

N N

A V

-5

-10

-15

E L E

V A

N N

A V

-5

-10

-15

E L E

V A

N N

A V

-5

-10

-15

E L E

V A

N N

A V

-5

-10

-15

E L E

V A

N N

A V

-5

-10

-15

E L E

V A

N N

A V

8' WIDTH BASE BOTTOM

BY OTHERS

FUTURE PUMP STATION & T WALL

BY OTHERS

FUTURE PUMP STATION & T WALL

(BOTTOM OF CUT)

DESIGN GRADE

(BOTTOM OF CUT)

DESIGN GRADE

SLOPE = 0.02%

INVERT -5.54 (SEE SHEET C-13)

STA. 61+03.93 C/L

NEW CULVERT, 128X83 CMAP-2

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

K E

A R

N S

N E

W O

R L E

A N

S T

O V

E N

H U

R R

A N

E P

R O

T E

C T

N P

R O J E

C T

P L

A Q

U E

E S P

A R

H L

O U

N A

G A

U T

R E

A U

K E

A R

N S

S .C .C

W P

T E A L

A H

A C

H E T

O S

T J

U D

E L

E V

E E

H -0

-4

-A

U G -2

N O

V -N

F -W

-0 a

W P -1

-B -0

C-11

D R

A G

E D

C H P

R O

H -0

-4

C -1

.d g n

CMAP-3

S T

T C

H L

S T

T C

H L

S T

T C

H L

E S

T A

T C

H L

S T

T C

H L

E S

T A

T C

H L

AT DITCH C/L

EXISTING GROUND

AT DITCH C/L

EXISTING GROUND

AT DITCH C/L

EXISTING GROUND

STATIONING ALONG NEW LEVEE CENTERLINE

PROFILE SCALE:

VER. 1"=5'

HOR. 1"=50'

88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00

-5

-10

-15

E L E

V A

N N

A V

-5

-10

-15

E L E

V A

N N

A V

8' WIDTH BASE BOTTOM

(BOTTOM OF CUT)

DESIGN GRADE

SLOPE = 0.02%

64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00

76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00

-5

-10

-15

E L E

V A

N N

A V

-5

-10

-15

E L E

V A

N N

A V

-5

-10

-15

E L E

V A

N N

A V

-5

-10

-15

E L E

V A

N N

A V

8' WIDTH BASE BOTTOM

INVERT -5.08 (SEE SHEET C-13)

STA. 83+58.58 C/L

NEW CULVERT, 112X75 CMAP-3

(BOTTOM OF CUT)

DESIGN GRADE

(BOTTOM OF CUT)

DESIGN GRADE

SLOPE = 0.02%

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

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D E

S C

C O

N T

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C T N

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T R

N E

W O

R L E

A N

S L

O U

N A

A N

S I

K E

A R

N S

N E

W O

R L E

A N

S T

O V

E N

H U

R R

A N

E P

R O

T E

C T

N P

R O J E

C T

P L

A Q

U E

E S P

A R

H L

O U

N A

G A

U T

R E

A U

K E

A R

N S

S .C .C

W P

T E A L

A H

A C

H E T

O S

T J

U D

E L

E V

E E

H -0

-4

-A

U G -2

N O

V -N

F -W

-0 a

W P -1

-B -0

C-12

D R

A G

E D

C H P

R O

H -0

-4

C -1

.d g n

S T

T C

H L

S T

T C

H L I N

S T

T C

H L

AT DITCH C/L

EXISTING GROUND

AT DITCH C/L

EXISTING GROUND

S T

A .1

C /L

F N

E W D

C H W

O R

STATIONING ALONG NEW LEVEE CENTERLINE

PROFILE SCALE:

VER. 1"=5'

HOR. 1"=50'

INVERT -4.43

STA. 116+50 C/L

99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00

110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00

-5

-10

-15

E L E

V A

N N

A V

-5

-10

-15

E L E

V A

N N

A V

-5

-10

-15

E L E

V A

N N

A V

-5

-10

-15

E L E

V A

N N

A V

8' WIDTH BASE BOTTOM

(BOTTOM OF CUT)

DESIGN GRADE

(BOTTOM OF CUT)

DESIGN GRADE

SLOPE = 0.02%

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

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S C

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C T N

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N E

W O

R L E

A N

S L

O U

N A

A N

S I

K E

A R

N S

N E

W O

R L E

A N

S T

O V

E N

H U

R R

A N

E P

R O

T E

C T

N P

R O J E

C T

P L

A Q

U E

E S P

A R

H L

O U

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G A

U T

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A U

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S .C .C

W P

T E A L

A H

A C

H E T

O S

T J

U D

E L

E V

E E

H -0

-4

-A

U G -2

N O

V -N

F -W

-0 a

W P -1

-B -0

C-13

H -8 -4

C -2

.d g n

D .M .H

A N

D R

A M

P D

E T

S D

C H C

U L

V E

R T

N E

W D

C H E

X C

A V

A T

FABRIC

GEOTEXTILE SEPARATOR

HWY 23

EDGE OF

50'

SECTION

NOT TO SCALE

ROAD

C/L

SECTION

NOT TO SCALE

FILL

COMPACTED

12" SAND FILL

BEDDING MATERIAL

12" COMPACTED

12" SAND FILL

SURFACING

7" CRUSHED STONE

GROUND

EXISTING

FABRIC

GEOTEXTILE SEPARATOR

GEOTEXTILE SEPARATOR FABRIC

REPOSE

12" COMPACTED BEDDING MATERIAL

BOTTOM OF DITCH

1:3.5 1:3 .5

DITCH

C/L

1:12

(SEE TABLE 1)

COVER

(SEE TABLE 1)

WIDTH

BASE BOTTOM

CULVERT #

83x57

112x75

128x83

LENGTH (ft)

15'

COMPACTED FILL

BOTTOM WIDTH (ft)

BASE

-4.93

-5.54

-5.08

DESIGN INVERT(ft)

RAMP DETAIL

(SEE TABLE 1)

DESIGN INVERT VARIES

(SEE TABLE 1)

DESIGN INVERT VARIES

MIN. COVER (in)

LENGTH VARIES, SEE TABLE 1

SPAN x RISE (in)

DIA.

TABLE 1: CULVERT INSTALLATION DETAILS

CMAP-1

CMAP-2

CMAP-3

ARCH PIPE

CORRUGATED METAL

T O

P O

F C

U T

T O

P O

F C

U T

T O

P O

F C

U T

LEVEE TOE

PROTECTED SIDE

LEVEE TOE

FLOOD SIDE

1:41:3

1:3 1:4

1:35

1:3.5

1:3.5 1:3.5

1:3.5

T O

P O

F C

U T

NEW ROW

CORRUGATED METAL ARCH PIPE

H W

CORRUGATED METAL PIPE

EXIST

1:3.5 1:3 .5

NOT TO SCALE

NEW DITCH EXCAVATION DETAIL

VARIES

3" CRUSHED STONE

4" ASPHALT WEARING COURSE

DIA. VARIES (SEE TABLE 1)

CORRUGATED METAL ARCH PIPE

CHANNEL SLOPE = 0.02%

BOTTOM WIDTH = 8 FT

C/L STA. 43+44 TO 116+50 (SOUTHERN SEGMENT)

CHANNEL SLOPE = 0.05%

BOTTOM WIDTH = 5 FT

C/L STA. 15+61 TO 30+00 (NORTHERN SEGMENT)

NEW DITCH CRITERIA(SEE SHEET C-14 ROAD RE-SURFACING DETAIL-2)

(SEE SHEET C-14 ROAD RE-SURFACING DETAIL-1)

7" CRUSHED STONE

SEE SECTION A

PLASTIC FILTER CLOTH

CMAP-3 STA. 83+58.58 C/L, OFFSET 119.85' LT

CMAP-2 STA. 61+03.93 C/L, OFFSET 119.96' LT

CMAP-1 STA. 15+97.90 C/L, OFFSET 118.06' LT

NOT TO SCALE

1:3

1:3 .51:3.5

SECTION

1:1

C/L

RAMP

VARIES

(SEE NEW DITCH CRITERIA AND NOTES)

5. SEE SPEC. SECT 01100 CONSTRUCTION SEQUENCE.

4. SEE SHEET C-06 AND C-07 FOR NEW DITCH OFFSET DISTANCE.

3. SEE SHEET C-09 TO C-12 FOR NEW DITCH PROFILE.

2. SEE SHEET C-01 TO C-05 FOR NEW DITCH PLAN VIEW.

TO COMPLY WITH THE BOTTOM WIDTH CRITERIA.

1. CONTRACTOR SHALL ADJUST TOP WIDTH ONLY

NOTES:

CONTRACT SPEC. SECTION 31 24 00.00 12 EMBANKMENT.

5. SUITABLE MATERIAL FOR COMPACTED FILL SHALL CONFORM WITH THE

4. PLASTIC FILTER CLOTH SHALL BE PLACED AROUND CMAP AT JOINTS.

EXCAVATED MATERIAL, SAND BAGS AND \ OR USE PUMPS TO DEWATER AS REQUIRED.

IN THE DRY AND THE CONTRACTOR SHALL INSTALL DIKES MADE FROM THE

3. CULVERT INSTALLATION AND BACKFILL OPERATION SHALL BE PREFORMED

SO DIRECTED BY THE CONTRACTING OFFICER.

THROUGH THE CMAPs, THE CONTRACTOR SHALL REMOVE ANY DIKES WHEN

2. SHOULD IT BECOME NECESSARY AT ANY TIME TO DRAIN

1. IF NECESSARY, CONTRACTOR WILL BE REQUIRED TO DEWATER SITE.

CULVERT PLACEMENT NOTES:

BOTTOM OF CUT

10' TRANSITION

BOTTOM OF CUT

APPROX. 15'

EXIST ROAD

10' TRANSITION TYP

GATE

15' RAMP

LEVEE CROWN

10'

A B

COMPACTED

1:12

EXIST. ROAD C/L

COMPACTED

NOT TO SCALE

COMPACTED FILL

1:12 1:12

( PHASE I )

LEVEE

NEW

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

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C T N

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N E

W O

R L E

A N

S L

O U

N A

A N

S I

K E

A R

N S

N E

W O

R L E

A N

S T

O V

E N

H U

R R

A N

E P

R O

T E

C T

N P

R O J E

C T

P L

A Q

U E

E S P

A R

H L

O U

N A

G A

U T

R E

A U

K E

A R

N S

S .C .C

W P

T E A L

A H

A C

H E T

O S

T J

U D

E L

E V

E E

H -0

-4

-A

U G -2

N O

V -N

F -W

-0 a

W P -1

-B -0

C-14

H -8 -4

C -2

.d g n

D .M .H

C E

L L

A N

E O

U S D

E T

ASPHALT

HWY 23

VARIES

30 FT RADIUS 30 FT RADIUS

EDGE OF SHOULDER

(2-REQUIRED)

12" x 4'-0" x 20'-0"

TIMBER MAT

C/L

5' (TYP.)

OR TIMBER

EARTHEN RAMP

1V ON 20H (+/-) C/L PIPE

HAND TAMP FILL WITHIN THIS AREA

5'+/-

5' (TYP.)

NOTES:

(TYPICAL)

12" x 4'-0" x 12'-0"

TIMBER MAT

OR TIMBER

EARTHEN RAMP

1V ON 20H (+/-)

TEMPORARY FILL 2' MINIMUM

(3-REQUIRED)

12" x 4'-0" x 20'-0"

TIMBER MAT

20'

12'

(2-REQUIRED)

12" x 4'-0" x 20'-0"

TIMBER MAT

(TYPICAL)

12" x 4'-0" x 12'-0"

TIMBER MAT

12'

SECTION A

TEMPORARY HARDWOOD TIMBER HAUL ROAD MAT BRIDGE OVER PIPELINE

SECTION B

N.T.S.

EXISTING PIPELINE

PIPELINE

EXISTING

OVER THE PIPELINE.

THE PIPELINE CROSSING BRIDGE. BRIDGE SHALL CENTERED

POSITIVELY LOCATE EACH UTILITY PRIOR TO CONSTRUCTING

5. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNER TO

CROSS THE PIPELINE AT THIS BRIDGE.

ALL EQUIPMENT (LIGHT & HEAVY) SHALL ONLY

AT ALL TIMES DURING THE CONSTRUCTION.

SATISFY THE CRITERIA OF 5' (MIN.) AND 48" CLEAR

PIPELINES. ANY ALTERNATE DESIGN MUST

ALTERNATE DESIGN FOR BRIDGING OVER THE

4. CONTRACTOR MAY SUBMIT FOR APPROVAL AN

BEGINNING INSTALLATION OF THE PIPELINE MAT.

WITH THE FACILITY OWNER'S REPRESENTATIVE BEFORE

3. CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES

APPROVAL.

2. DETAIL IS CONCEPTUAL AND SUBJECT TO FACILITY OWNER'S

FOR LOCATION.

1. PIPELINE MATTING MAY BE REQUIRED AT EXISTING PIPELINE

SLOPE TO

DRAIN

SLOPE TO

DRAIN

EXISTING GRAVEL ROAD

VARIESVARIES

FABRIC

GEOTEXTILE SEPARATOR

SLOPE TO

DRAIN

SLOPE TO

DRAIN

NOT TO SCALE

EXISTING GRAVEL ROAD

1V ON 1H

VARIESVARIES

FABRIC

GEOTEXTILE SEPARATOR

4" ASPHALT WEARING COURSE

SURFACING MATERIAL

7" CRUSHED STONE

SURFACING MATERIAL

3" CRUSHED STONE (COMPACTED)

SURFACING MATERIAL

1:11:1

TIE-RODS FOR 4' MATS NOT SHOWN FOR CLARITY

NOTE:

NOT TO SCALE

PLAN

VARIES

ROAD RE-SURFACING SECTION DETAIL-2

NOT TO SCALE

ROAD RE-SURFACING SECTION DETAIL-1

NOT TO SCALE

ROAD RE-SURFACING PLAN DETAIL

1. SEE RAMP DETAIL SHEET C-13

2. SEE ROAD RE-SURFACING PLAN DETAIL.

NOT TO SCALE

VARIES

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

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N E

W O

R L E

A N

S L

O U

N A

A N

S I

K E

A R

N S

N E

W O

R L E

A N

S T

O V

E N

H U

R R

A N

E P

R O

T E

C T

N P

R O J E

C T

P L

A Q

U E

E S P

A R

H L

O U

N A

G A

U T

R E

A U

K E

A R

N S

S .C .C

W P

T E A L

A H

A C

H E T

O S

T J

U D

E L

E V

E E

H -0

-4

-A

U G -2

N O

V -N

F -W

-0 a

W P -1

-B -0

C-15

H -8 -4

C -2

.d g n

D .M .H

C E

L L

A N

E O

U S D

E T

(TYPICAL)

TO TRUCK WASHDOWN RACK

FOR INGRESS AND EGRESS

RAMP (SURFACING MATERIAL)

CONTRACTOR TO PROVIDE

PANEL MATS

(1' X 1' X 15') BOLTED IN 4'

NEW TIMBER MATTING

TOP OF TRUCK WASHDOWN RACK

E X

T G

R O

U N

T O

A B

O V

15'

PROFILE

TRUCK WASHDOWN RACK

CONTRACTING OFFICER.

2. DISPOSE OF MUD AS DIRECTED BY

1. SLOPE TIMBER MATTING TO DRAIN.

NOTES:

O F E

X C

A V

A T

T O

D E

BOLTED IN 4' PANEL MATS

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

BASE OF TRUCK WASH RACK

AND DRAIN)

(TO RECEIVE MATTING

12'' X 20''

EXCAVATION

PANEL MATS

BOLTED IN 4'

(1' X 1' X 12')

NEW TIMBER MATTING

WASHDOWN RACK

BASE OF TRUCK

PANEL MATS

BOLTED IN 4'

(1' X 1' X 15')

NEW TIMBER MATTING

WASHDOWN RACK

TOP OF TRUCK

T O D

R A

S L

O P

(TYP.)

15'

PLAN VIEW

TRUCK WASHDOWN RACK

BENCHING DETAIL (PHASE II ONLY)

VARIES12'' LIFTS

SLOPE V

ARIE

1V ON 4H LINE

EXCAVATION

LEVEE DESIGN SECTION

C/L

(OPTIONAL)

IN GROUND 10' MINIMUM

PIPE 3" STD. DRIVE

OR 2' X 2' X 1 / 8"

PLATE 4' X 4' X 1 / 4"

(OPTIONAL)

WELDED TO PLATE

PIPE 6" STD. X 2'

OR 2' X 2' X 1 / 8"

STEEL PLATE 4' X 4' X 1 / 4"

TYPICAL SETTLEMENT GAGE DETAIL

1' MIN.

2' MAX.

NOT TO SCALE

SETTLEMENT MEASUREMENT GAGES

NOT TO SCALE

NOTES:

1. BENCHING IS REQUIRED FOR AREAS DESIGNATED

FOR COMPACTED FILL.

2. NO MORE THAN ONE BENCH IS PERMITTED ON

THE SIDE OF THE LEVEE AT ANY ONE TIME.

A BENCH ON THE PROTECTED SIDE MAY BE CONSTRUCTED

CONCURRENTLY WITH A BENCH ON THE FLOODSIDE.

SHOULD THE CONTRACTOR DESIRE PAYMENT FOR PLACING ADDITIONAL

FILL DUE TO FOUNDATION SETTLEMENT DURING CONSTRUCTION, HE SHALL FURNISH

AND INSTALL SETTLEMENT GAGES AT LOCATIONS SHOWN ON THE DESIGN SECTION

AND AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE SETTLEMENT

MEASUREMENT RANGE FOR EACH SETTLEMENT GAGE SHALL BE FOR A DISTANCE OF

150 FEET IN EACH DIRECTION FROM EACH SETTLEMENT GAGE MEASURED ALONG

THE CENTERLINE OF THE LEVEE SECTION, EXCEPT WHERE SETTLEMENT GAGES ARE

PLACED AT LESS THAN 100 FOOT INTERVALS, IN WHICH CASE THE SETTLEMENT MEASUREMENT

RANGE SHALL BE TO A POINT 1 / 2 THE DISTANCE BETWEEN SETTLEMENT GAGES.

RISER PIPES ARE PERMITTED ON SETTLEMENT GAGES. LOCATION OF SETTLEMENT GAGES

HORIZONTALLY SHALL BE COORDINATED WITH THE CONTRACTING OFFICER. THE CONTRACTOR

HAS THE OPTION OF ADDING A 2ND SETTLEMENT PLATE FOR PHASE II (OPTIONAL) EMBANKMENT PLACEMENT.

SILT FENCE

M A

U M

10' O.C.

36" SILT FENCE

EMBEDDED 6" BELOW

GROUND

ROUNDED WOOD POSTS

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

OR STEEL T- POSTS

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

K E

A R

N S

N E

W O

R L E

A N

S T

O V

E N

H U

R R

A N

E P

R O

T E

C T

N P

R O J E

C T

P L

A Q

U E

E S P

A R

H L

O U

N A

G A

U T

R E

A U

K E

A R

N S

S .C .C

W P

T E A L

A H

A C

H E T

O S

T J

U D

E L

E V

E E

H -0

-4

-A

U G -2

N O

V -N

F -W

-0 a

W P -1

-B -0

B-01

S O

O R

G L

E G

E N

H -8 -4

B -0

.d g n

B .J .L

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 G

R A

E D

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.

E G

R A

E D S

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 I.

L A

S T

Y I

N D

E X "U

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…

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