A22_-_W912P8-16-B-0026_Drawing_Pages_1_-_10.pdf

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ELECTRIC MANHOLE

ELECTRIC TRANSFORMER

WATER LINE

WATER VALVE VAULT

WATER METER

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SANITARY SEWER LINE

SANITARY SEWER MANHOLE

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GAS METER

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TELEPHONE PEDESTAL

FIBER OPTIC LINE

G-001

G-002

G-004

COVER SHEET

G-003

LOCATION AND VICINITY MAP

B-001 BORING LEGEND

B-003 STAGE HYDROGRAPH

C-101

C-102

C-103

C-501

C-502 LEVEE ACCESS RAMP CROSSING DETAILS

SHEET DESCRIPTION

INDEX OF DRAWINGS

GENERAL NOTES

UTILITY DISPOSITION DRAWING

UTILITY DISPOSITION TABLES

C-104 DEMO PLAN

C-201 SITE PLAN

C-202

G-005

INDEX OF DRAWINGS

C-302

C-303

C-304

C-305

CROSS SECTIONS STA. 135+36 THRU 135+86

CROSS SECTIONS STA. 136+11 THRU 136+35

SCOUR PROTECTION

SCOUR PROTECTION DETAILS

S-101

S-102 PILE AND PILE CAP PLAN

S-510

S-511

S-512 RAILS AND COMPONENT PARTS DETAILS

SHEET DESCRIPTION

S-301

S-302

S-303

S-502

S-503

S-504

S-505

S-506

S-508

S-509

FLOODWALL SECTIONS AND DETAILS

SWING GATE SECTIONS

S-507

GATE SEAL DETAILS (2 OF 3)

GATE SEAL DETAILS (1 OF 3)

SWING GATE HINGE DETAILS (1 OF 4)

SWING GATE HINGE DETAILS (2 OF 4)

SWING GATE HINGE DETAILS (3 OF 4)

SWING GATE HINGE DETAILS (4 OF 4)

SWING GATE DETAILS

S-304 I-WALL TO T-WALL JOINT DETAILS

S-305 WALL JOINT DETAILS

S-306

S-307 SCREW JACK DETAILS

SWING GATE DETAILS

SWING GATE LATCHING DETAILS

FALSEWORK DETAILS (1 OF 2)

FALSEWORK DETAILS (2 OF 2)

B-002 BORING LOGS

C-203 CIVIL PLAN

BENCHMARK AND BORING LOCATIONS

SITE ELEVATIONS

ACCESS PLAN

PILE DETAILS

C-503 TRUCK WASHDOWN RACK DETAILS

S-103 SETTLEMENT REFERENCE MARKERS

FENCING DETAILS AND SETTLEMENT GAUGES

C-701 TRAFFIC CONTROL PLAN (1 OF 9)

C-702 TRAFFIC CONTROL PLAN (2 OF 9)

C-703 TRAFFIC CONTROL PLAN (3 OF 9)

C-704 TRAFFIC CONTROL PLAN (4 OF 9)

C-705 TRAFFIC CONTROL PLAN (5 OF 9)

C-706 TRAFFIC CONTROL PLAN (6 OF 9)

C-707 TRAFFIC CONTROL PLAN (7 OF 9)

C-708 TRAFFIC CONTROL PLAN (8 OF 9)

C-709 TRAFFIC CONTROL PLAN (9 OF 9)

ADDITIONAL STAGING AREA

CB-??

EL. xx.xx

GENERAL CROSS-REFERENCING SYMBOLS:

ABBREVIATIONS:

LEGEND:

DETAIL/SECTION

DETAIL/SECTION

A A

SUPPLEMENTAL INFORMATION

SCALE:

SCALE:

SUPPLEMENTAL INFORMATION

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON SAME

SECTION/DETAIL

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON ANOTHER

SECTION/DETAIL

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

S-201

S-201

S-201

TOP FRONT SIDE

ELEVATION SECTION

HORIZONTALHORZ

HEIGHTHT

GALVANIZEDGALV

FLARED END SECTIONFES

FAR FACEFF

EXISTINGEXIST

EACH WAYEW

EQUALEQ

ELEVATIONEL

EXPANSION JOINTEJ

EACH FACEEF

EACHEA

DOWELDWL

DRAWINGDWG

DIAMETERDIA

CORROSION RESISTANT STEELCRS

CONCRETECONC

CORPS OF ENGINEERSCOE

CORRUGATED METAL PIPECMP

CONSTRUCTION JOINTCJ

CLEARCLR

CURB & GUTTERC&G

CENTERLINEC/L

BOTTOMBOT

BITUMINOUSBITUM

AZ AZIMUTH

ALUMINUMALUM

ALTERNATE WITHALT W/

APPROXIMATEAPPROX

WORK POINTW.P.

WATER MAINWM

WIDTHW

VERTICALVERT

UNDERGROUNDUGND

UNLESS OTHERWISE NOTEDUNO

TYPICALTYP

TOP OF CONCRETETOC

TOP AND BOTTOMT&B

TENSION CONNECTORT

STATIONSTA

STAINLESS STEELSST

SPECIFICATIONSSPEC

SPACEDSP

SANITARYSAN

RIGHT OF WAYR/W

PLATEPL

ON CENTEROC

OUTSIDE FACEOF

NOT TO SCALEN.T.S.

NEW ORLEANS PUBLIC BELTNOPB

NUMBERNO

NEAR FACENF

MISCELLANEOUSMISC

MIRROREDMIRR

MINIMUMMIN

MAXIMUMMAX

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RAILROAD SIGN

BENCHMARK

TREE

PIPE BOLLARDS

MONITORING WELL

WIND CONE

FLAGPOLE

BORING LOCATION

RAILROAD SWITCHBOX

RAILROAD SWITCH

ELECTRIC LINE (OVERHEAD)

ELECTRIC LINE (UNDERGROUND)

POWER POLE

GUY WIRE

LIGHT POLE

ELECTRIC PULL BOX

ELECTRIC MANHOLE

ELECTRIC TRANSFORMER

WATER LINE

WATER VALVE VAULT

WATER METER

HYDRANT

SANITARY SEWER LINE

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

GAS METER

FUEL VALVE

TELEPHONE PEDESTAL

FIBER OPTIC LINE

G-001

G-002

G-004

COVER SHEET

G-003

LOCATION AND VICINITY MAP

B-001 BORING LEGEND

B-003 STAGE HYDROGRAPH

C-101

C-102

C-103

C-501

C-502 LEVEE ACCESS RAMP CROSSING DETAILS

SHEET DESCRIPTION

INDEX OF DRAWINGS

GENERAL NOTES

UTILITY DISPOSITION DRAWING

UTILITY DISPOSITION TABLES

C-104 DEMO PLAN

C-201 SITE PLAN

C-202

G-005

INDEX OF DRAWINGS

C-302

C-303

C-304

C-305

CROSS SECTIONS STA. 135+36 THRU 135+86

CROSS SECTIONS STA. 136+11 THRU 136+35

SCOUR PROTECTION

SCOUR PROTECTION DETAILS

S-101

S-102 PILE AND PILE CAP PLAN

S-510

S-511

S-512 RAILS AND COMPONENT PARTS DETAILS

SHEET DESCRIPTION

S-301

S-302

S-303

S-502

S-503

S-504

S-505

S-506

S-508

S-509

FLOODWALL SECTIONS AND DETAILS

SWING GATE SECTIONS

S-507

GATE SEAL DETAILS (2 OF 3)

GATE SEAL DETAILS (1 OF 3)

SWING GATE HINGE DETAILS (1 OF 4)

SWING GATE HINGE DETAILS (2 OF 4)

SWING GATE HINGE DETAILS (3 OF 4)

SWING GATE HINGE DETAILS (4 OF 4)

SWING GATE DETAILS

S-304 I-WALL TO T-WALL JOINT DETAILS

S-305 WALL JOINT DETAILS

S-306

S-307 SCREW JACK DETAILS

SWING GATE DETAILS

SWING GATE LATCHING DETAILS

FALSEWORK DETAILS (1 OF 2)

FALSEWORK DETAILS (2 OF 2)

B-002 BORING LOGS

C-203 CIVIL PLAN

BENCHMARK AND BORING LOCATIONS

SITE ELEVATIONS

ACCESS PLAN

PILE DETAILS

C-503 TRUCK WASHDOWN RACK DETAILS

S-103 SETTLEMENT REFERENCE MARKERS

FENCING DETAILS AND SETTLEMENT GAUGES

C-701 TRAFFIC CONTROL PLAN (1 OF 9)

C-702 TRAFFIC CONTROL PLAN (2 OF 9)

C-703 TRAFFIC CONTROL PLAN (3 OF 9)

C-704 TRAFFIC CONTROL PLAN (4 OF 9)

C-705 TRAFFIC CONTROL PLAN (5 OF 9)

C-706 TRAFFIC CONTROL PLAN (6 OF 9)

C-707 TRAFFIC CONTROL PLAN (7 OF 9)

C-708 TRAFFIC CONTROL PLAN (8 OF 9)

C-709 TRAFFIC CONTROL PLAN (9 OF 9)

ADDITIONAL STAGING AREA

CB-??

EL. xx.xx

GENERAL CROSS-REFERENCING SYMBOLS:

ABBREVIATIONS:

LEGEND:

DETAIL/SECTION

DETAIL/SECTION

A A

SUPPLEMENTAL INFORMATION

SCALE:

SCALE:

SUPPLEMENTAL INFORMATION

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON SAME

SECTION/DETAIL

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON ANOTHER

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EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

S-201

S-201

S-201

TOP FRONT SIDE

ELEVATION SECTION

HORIZONTALHORZ

HEIGHTHT

GALVANIZEDGALV

FLARED END SECTIONFES

FAR FACEFF

EXISTINGEXIST

EACH WAYEW

EQUALEQ

ELEVATIONEL

EXPANSION JOINTEJ

EACH FACEEF

EACHEA

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DRAWINGDWG

DIAMETERDIA

CORROSION RESISTANT STEELCRS

CONCRETECONC

CORPS OF ENGINEERSCOE

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CONSTRUCTION JOINTCJ

CLEARCLR

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AZ AZIMUTH

ALUMINUMALUM

ALTERNATE WITHALT W/

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WORK POINTW.P.

WATER MAINWM

WIDTHW

VERTICALVERT

UNDERGROUNDUGND

UNLESS OTHERWISE NOTEDUNO

TYPICALTYP

TOP OF CONCRETETOC

TOP AND BOTTOMT&B

TENSION CONNECTORT

STATIONSTA

STAINLESS STEELSST

SPECIFICATIONSSPEC

SPACEDSP

SANITARYSAN

RIGHT OF WAYR/W

PLATEPL

ON CENTEROC

OUTSIDE FACEOF

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NEW ORLEANS PUBLIC BELTNOPB

NUMBERNO

NEAR FACENF

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MINIMUMMIN

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®of Engineers

US Army Corps

U .S

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CONCRETE NOTES:

GENERAL NOTES FOR SECTOR GATE:

STEEL NOTES:

NOTES:

BASIC TABLE ALTERNATE TABLE

BAR SIZE

MINIMUM EMBEDMENT MINIMUM LAP LENGTH

LENGTH, INCHES INCHES

TOP OTHER TOP OTHER TOP OTHER OTHERTOP

18 14

25 19

31 24

37 28

54 42

62 47

69 53

77 59

85 65

24 18

32 25

40 31

48 37

70 54

80 62

90 69

110 85

12 12

15 12

18 14

22 17

32 25

37 28

42 32

46 36

51 39

14 12

19 15

24 18

29 22

42 32

48 37

54 42

60 46

66 51

REINFORCEMENT EMBEDMENT AND SPLICE TABLES - 4000 PSI

SPACING

NTS

(M

IN

(M

G R

E A

T E

R T

H A

N

IN

T

H

IC

K N

E S

S

C O

N C S

E C

T

IO

N E

Q U

A L T

O O

R

(M

L E

S S T

H A

N

IN

T

H

IC

K N

E S

S

C O

N C S

E C

T

IO

N E

Q U

A L T

O O

R

A N

D L

E S

S T

H A

N

IN

T

H

IC

K N

E S

S

C O

N C S

E C

T

IO

N G

R E

A T

E R T

H A

N

REINFORCEMENT CLEARANCE DETAIL

28 DAYS, 90 DAYS IF POZZOLAN IS USED, UNLESS OTHERWISE NOTED.

1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 4000 PSI AT

5. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60,000 PSI.

6. REINFORCING SHALL BE SPACED TO MISS RECESSES.

EXTERNAL CORNERS, AND VERTICAL EXPANSION JOINTS.

12. REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED.

SECONDARY REINFORCEMENT

FACE OF CONCRETE

PRIMARY REINFORCEMENT

MUST BE AT LEAST 2 BAR DIAMETERS.

B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE

A) CENTER-TO-CENTER BAR SPACING LATERALLY IS AT LEAST 3 BAR DIAMETERS.

1. USE THE BASIC TABLE IF ALL THE FOLLOWING CONDITIONS ARE MET:

MUST BE AT LEAST 2.5 BAR DIAMETERS.

B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE

A) CENTER-TO-CENTER BAR SPACING LATERALLY IS AT LEAST 5 BAR DIAMETERS.

2. THE ALTERNATE TABLE MAY BE USED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:

APPROPRIATE GUIDANCE.

TO-CENTER BAR SPACING LATERALLY IS LESS THAN 3 BAR DIAMETERS, SEE ACI 318 FOR

3. IF CONCRETE COVER OR EDGE DISTANCE IS LESS THAN 1 BAR DIAMETER OF THE CENTER-

OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

RESPECT TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE THAN 12 INCHES

4. TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES WITH

BARS. IF EPOXY-COATED BARS ARE USED, SEE ACI 318 FOR ADDITIONAL CONSIDERATIONS.

5. THE TABLES SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE AND UNCOATED REINFORCING

MINIMUM EMBEDMENT MINIMUM LAP LENGTH

LENGTH, INCHES INCHES

7. CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN. WHERE NOT SHOWN,

2. TO PREVENT CORROSION BY MOISTURE BETWEEN STEEL SURFACES IN CONTACT.

ALL SUCH CONTACTS SHALL BE SEALED WATERTIGHT BY RUNNING A CONTINUOUS 1/4"

3. ALL WELDING SHALL BE ELECTRIC WELDING. WORKMANSHIP AND TECHNIQUE,

WHERE APPLICABLE, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY

SPECIFICATIONS, AWS D1.1 STRUCTURAL WELDING CODE.

4. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING

SOCIETY AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED

INFORMATION SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL.

5. CONTRACTOR'S SPECIFICATIONS ACCOMPANYING WORKING DRAWINGS SHALL BE

SPECIFIC WITH REGARD TO THE FILLER METAL AND OTHER FEATURES OF THE

TECHNIQUE.

6. WELDING SEQUENCE AND TECHNIQUE OF WELDING SHALL BE CAREFULLY

CONTROLLED TO MINIMIZE LOCK-UP STRESSES AND DISTORTION, AND SHALL BE

SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER.

7. THE CONTRACTOR'S DRAWING SHALL CLEARLY DISTINGUISH BETWEEN SHOP AND

FIELD WELDS. LENGTH OF WELD CALLED FOR ON THE DRAWINGS SHALL BE EFFECTIVE

LENGTH.

PENTETRATION BUTT WELDS AS PRE-QUALIFIED IN ACCORDANCE WITH THE

PROVISIONS OF THE AMERICAN WELDING SOCIETY SPECIFICATIONS, AWS D1.1 - 79

STRUCTURAL WELDING CODE.

10. SURFACE FINISHES SHALL CONFORM TO ANSI STANDARD B 26.1 - LATEST CODE FOR

"SURFACE TEXTURE".

11. TOLERANCES FOR MACHINE FURNISHED SURFACES SHOWN BY NON-DECIMAL

DIMENSIONS SHALL BE WITHIN 1/64".

(M

IN

) LD/2

NTS

TYPICAL REINFORCEMENT DEVELOPMENT DETAILS

LD

/2

NTS

TYPICAL CORNER REINFORCEMENT DETAILS

OPTION 1 OPTION 2

L D /2

(M

IN

LD/2

(MIN)

L O

N G B

A R

L O

N G B

A R

SHORT BAR

SHORT BAR

CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS IN THE FIELD.

3. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+/-) ARE APPROXIMATE.

4. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (NTS) ARE NOT SHOWN TO SCALE

3000PSI AT 28 DAYS.

3. CONCRETE SCOUR PROTECTION SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (fc) OF

2500 PSI AT 28 DAYS, 90 DAYS IF POZZOLAN IS USED.

2. STABILIZATION SLAB CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF

8. UNLESS OTHERWISE NOTED, PROVIDE 3/4" CHAMFER AT ALL EXPOSED JOINTS, EDGES,

CONCRETE REINFORCING STEEL INSTITUTE.

11. REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING SYSTEM OF THE

OFFICER.

OTHER OBSTRUCTIONS, SHALL BE BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING

13. REINFORCEMENT, WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND

REQUIRED BY THE CONTRACTING OFFICER, WILL BE AT THE CONTRACTOR'S EXPENSE.

OTHER THAN THOSE SHOWN ON THE DRAWINGS AND OTHER THAN ANY ADDITIONAL SPLICES

TO CONSTRUCTIBILITY, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER. SPLICES

TO MAKE SPLICES IN ADDITION TO THOSE INDICATED IN THE DRAWINGS, WHERE ESSENTIAL

SHALL BE BASED ON THE SMALLER BAR BEING LAPPED. THE CONTRACTOR WILL BE ALLOWED

EMBEDMENT LENGTHS WHERE LENGTHS ARE NOT OTHERWISE INDICATED. SPLICE LENGTHS

14. THE EMBEDMENT AND SPLICE TABLE SHALL BE USED IN DETERMINING LAP SPLICES AND

FILLET WELD ALONG ALL EDGES OF THE CONTACT, UNLESS OTHERWISE NOTED.

BE MADE FOR MACHINING.

SEE SPECIFICATIONS.

12. ITEMS MARKED C.R.S. SHALL BE CORROSION-RESISTING STEEL (STAINLESS STEEL).

ACCORDANCE WITH SP-66(04), AMERICAN CONCRETE INSTITUTE DETAILING MANUAL - LATEST EDITION.

10. ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL BE IN

CLASS "D" FINISH, UNLESS OTHERWISE NOTED.

CLASS "A" FINISH AND SURFACES COVERED BY BACKFILL SHALL BE

15. ALL EXTERIOR FORMED SURFACES NOT COVERED BY BACKFILL SHALL BE

AND PROVIDED IN THE TABLE ABOVE.

LD DENOTES DEVELOPMENT LENGTH AS PER ACI 318

CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS LEAST LIKEY TO IMPAIR

THE INTEGRITY OF THE CONCRETE STRUCTURE. CONSTRUCTION JOINT

LOCATIONS SHALL BE APPROVED BY THE CONTRACTING OFFICER.

2. ELEVATIONS ARE IN FEET AND REFER TO NAVD88 (2004.65).

THE LOUISIANA STATE PLANE COORDINATE SYSTEM OF 1983, SOUTH ZONE.

1. AZIMUTHS SHOWN ARE MEASURED CLOCKWISE FROM GRID NORTH OF

OTHERWISE NOTED. SEE REINFORCEMENT CLEARANCE DETAIL ON THIS SHEET.

9. ALL REINFORCEMENT SHALL HAVE A MINIMUM COVER OF 4" UNLESS

8. UNLESS OTHERWISE NOTED, ALL BUTT WELDED JOINTS SHALL BE COMPLETE

9. DIMENSIONS SHOWN OR CALLED FOR ARE FINAL DIMENSIONS; ALLOWANCES MUST

DAMAGED CONCRETE OR ASPHALT SHALL BE REPAIRED TO AS NEW CONDITIONS.

THAT EXISTED PRIOR TO INITIATION OF THE PROJECT. ANY DISTURBED OR

DISTURBED AREAS, ACCESS ROADS AND STAGING AREAS TO THE CONDITION

10. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL RETURN ALL

9. HORIZONTAL COORDINATES ARE IN U.S. SURVEY FEET.

WEEK AND PRIOR TO END OF CONTRACT.

8. CONTRACTOR SHALL CLEAN AND REMOVE ALL TRASH IN PROJECT LIMITS EACH

CLEAN DURING CONSTRUCTION.

7. KEEP ALL STATE AND FEDERAL HIGHWAYS AND PUBLIC/PRIVATE ROADWAYS

"LAYOUT OF WORK (FAR 52.236-17).

SECTION 00700 CONTRACT CLAUSE INSERTS, CONTRACT CLAUSE ENTITLED

HORIZONTAL CONTROL, AND C/L IN THE FIELD PER THE REQUIREMENTS OF

IN THE CONTRACT DRAWINGS. THE CONTRACTOR SHALL ESTABLISH B/L,

6. THE BENCH MARKS AND BASELINES ARE PROVIDED BY THE GOVERNMENT

SHOWN ONLY WHERE DRAWING IS OBVIOUSLY OUT OF SCALE.

5. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. NTS IS

1. ALL STRUCTURAL STEEL SHALL MEET ASTM A992 OR A572, UNLESS NOTED OTHERWISE.

4. RESERVED.

G-004

H

G -0

.d g n

G E

N E

R A

L N

O T

H

G -0 d g n

G-005

B E

N C

H M

A R

K A

N D B

O R

IN

G L

O C

A T

IO

N

SLEGEND

BORING

BENCHMARK

(SEE C-201)

STAGING AREA

WORK AND

(SEE C-202)

STAGING AREA

WORK AREA

15-023S-1

(AU2196)

DISTRICT 1A

(AB2623)

DISTRICT 1

SCALE: 1" = 500'

BENCHMARK DESCRIPTIONS

ELEVATION

NAVD88 (2004.65)NAME LATITUDE LONGITUDE NORTHING EASTING DESCRIPTION

29 56 24.28038 90 08 04.98561 525686.59 3660454.2711.85

BENCHMARK

PRIMARY

(AB2623)

DISTRICT 1

DATUM POINT IS THROUGH A 5-INCH LOGO CAP.

GROUND SURFACE. NOTE--ACCESS TO THE

FILLED PIPE PROJECTING 3-FT ABOVE THE

SURFACE, AND 1.0 FT SOUTH OF A CONCRETE

PIPE PROJECTING 3-FEET ABOVE THE GROUND

AVENUE, 2.0 FT NORTH OF A CONCRETE FILLED

SURFACE, 3.3 FT ABOVE THE LEVEL OF THE

PROJECTING 3-FT ABOVE THE GROUND

4.9 FT WEST OF A CONCRETE FILLED PIPE

OF THE EXTENDED STREET CENTERLINE,

WEST OF THE AVENUE CENTERLINE, 86 FT NW

LEAKE AVUNUE AND FERN STREET, 120 FT

IN NEW ORLEANS, AT THE INTERSECTION OF

10.83 29 55 53.38278 90 08 02.35076 522568.03 3660718.73(AU2196)

DISTRICT 1A

SOUTH OF CHAIN LINK FENCE.

OF A WALKWAY CROSSING THE LEVEE, 7.3 FT

LINK FENCE, 61 FT NORTH OF THE NORTH EDGE

39.7 FT SW OF THE SE CORNER POST OF CHAIN

THE NEW ORLEANS PUBLIC BELT RAILROAD,

YELLOW, 53.6 FT WEST OF THE WEST RAIL OF

SURROUNDED BY 3 METAL POSTS PAINTED

PROPERTY, AT THE TOE OF THE LEVEE,

THE U.S. ARMY CORPS OF ENGINEERS

MARK ON THE RIGHT, AT THE SOUTH END OF

JUNCTION OF CARROLLTON AVENUE TO THE

SOUTH ALONG LEAKE AVENUE FROM THE

MARK IS 3 FT ABOVE TRACKS, LOCTED 0.75 MI

27.03 29 55 02.26033 90 07 49.36130 517416.11 3661915.7715-023S-1

PARKING LOT.

NORTH OF CL OF THE DRIVEWAY TO THE

OF THE CL OF THE RAILROAD TRACK, AND 40 FT

AROUND A PARKING LOT. MARK IS 75 FT WEST

LOCATED AT THE NE CORNER OF A SIDEWALK

ALUMINUM CAP SET ON A 5/8 INCH IRON ROD.

HORIZONTAL COORDINATES ARE REFERENCED TO NAD83 (2007).

DISTRICT 1 IS THE PRIMARY PROJECT CONTROL POINT.NOTES:

B-002

BORING C-38U

B-002

BORING C-34U

B-002

BORING C-27U

N

BENCHMARK AND BORING LOCATIONS

A N

S I

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NEW ORLEANS DISTRICT

S O

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IDENTIFICATION

SHEET

D A

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®of Engineers

US Army Corps

U .S

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M Y C

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IDENTIFICATION

SHEET

D A

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®of Engineers

US Army Corps

U .S

A R

M Y C

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F E

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UNIFIED SOIL CLASSIFICATION SYSTEM

MAJOR DIVISIONS

LETTER DESCRIPTION

GW

GP

GM

GC

SW

SP

SM

SC

ML

ML

CL

CL

MH

CH

OH

PT

C

O A

R S

E -G

R A

IN

E D S

O

IL

S F

IN

E -G

R A

IN

E D S

O

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S

M o re t h a n h a lf o f m a te ri a l la rg 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

N o s ie v e s iz e

GRAVELS

More than half of coarse

SANDS

More than half of coarse

Clean Gravels

Gravels with fines

(Appreciable amount of fines)

Clean Sands

(Little or no fines)

Sands with fines

(Appreciable amount of fines)

SILTS AND

CLAYS

SILTS AND

CLAYS

Liquid limit less than 50

Liquid limit greater than 50

HIGHLY ORGANIC SOILS

WELL GRADED GRAVEL, GRAVEL-SAND MIXTURE

POORLY GRADED GRAVEL, GRAVEL-SAND MIXTURE

SILTY GRAVEL, GRAVEL-SAND-SILT MIXTURE

CLAYEY GRAVEL, GRAVEL-SAND-CLAY MIXTURE

WELL GRADED SAND, GRAVELLY SAND

POORLY GRADED SAND, GRAVELLY SAND

SILTY SAND, SAND-SILT MIXTURE

CLAYEY SAND, SAND-CLAY MIXTURE

SILT WITH LITTLE OR NO PLASTICITY

CLAYEY SILT, SILT WITH SLIGHT TO MEDIUM PLASTICITY

SILTY CLAY, LOW TO MEDIUM PLASTICITY

SANDY CLAY, LOW TO MEDIUM PLASTICITY (30% TO 50% SAND)

CLAY, HIGH PLASTICITY

ORGANIC CLAY OF MEDIUM TO HIGH PLASTICITY

PEAT, HUMUS, SWAMP SOIL

CLASSIFICATION, SYMBOLS AND

TERMS USED ON GRAPHICAL

BORING LOGS

SAMPLE TYPES

(Shown in Sample Column)

Shelby Tube

Split Spoon

No Recovery

Auger

Dennison Barrell

P L A S T I C I T Y C H A R T

P L

A S

T

IC

IT

Y I

N D

E X

A-LINE

CH

MH & OHCL

MLCL - ML

0 10 20 30 40 50 60 70 80 90 100

FOR CLASSIFICATION OF FINE GRAINED SOILS

LIQUID LIMIT

TERMS CHARACTERIZING SOIL STRUCTURE

Laminated

Parting

Slickensided Clays with polished and striated planes created as a result of volume changes related to shrinking, Fissured Clays with a blocky or jointed structure generally created by seasonal shrinking and swelling.

Composed of thin alternating layers of varying color and texture.

Calcareous Containing appreciable quantities of calcium carbonate.

Seam

Layer Greater than 3 inches in thickness.

TERMS CHARACTERIZING SOIL STRUCTURE

COARSE-GRAINED SOILS FINE-GRAINED SOILS

PENETRATION

RESISTANCE, N

PENETRATION

Blows per Foot Blows per FootDENSITY CONSISTANCY Kips/Sq. Ft

Very loose

Loose

Medium Dense

Dense

Very Dense

5 - 10

0 - 4

11 - 30

31 - 50

>4.00

Very Soft

Soft

Medium Stiff

Stiff

Very Stiff

Hard

0.50 - 1.00

<0.25

0.25 - 0.50

1.00 - 2.00

2.00 - 4.00

>4.00

0 - 1

2 - 4

5 - 8

9 - 15

16 - 30

>30

RELATIVE COMPOSITION

With

Cobbles Greater than 3 inches Slightly 5 - 15%

Sandy

16 - 29%

30 - 50%

(or gravelly)

Gravel Coarse-3/4 inch to 3 inches

Coarse-2 mm to 4.76 mmSand

Medium-0.42 mm to 2 mm

Fine-0.074 mm to 0.42 mm

Less than 0.074 mmSilt & Clay

PARTICLE SIZE IDENTIFICATION

COHESION RESISTANCE, N

(Little or no fines) swelling and/orchanges in overburden pressure.

ML SANDY SILT

SILT, HIGH PLASTICITY

fraction larger than No.4 sieve size m a te ri a l s m a ll e r th a n

Paper thin (less than 1/8 inch).

1/8 inch to 3 inch thickness.

Fine-4.76 mm to 3/4 inch fraction smaller than No.4 sieve size

SYMBOL &

B-001

H

B -0

.d g n

B O

R

IN

G L

E G

E

D

W O

R L E

A N

S D

IS

T R

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T

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W O

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IA

N A

U .S

A R

M Y C

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P S O

F E

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IN

E E

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H

B -0 d g n

B-002

B O

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IN

G L

O G

S

A

N S I

D

W P

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W P

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N A

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H A

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IDENTIFICATION

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D A

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®of Engineers

US Army Corps

U .S

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7 H,rt

St,CS,rt

26 St 24 M 56932 11

25 St

31 CS

M,CS,S

lBr

31 St Br

33 M

29 St

31 CS

So,CS

So,CS

31 M,CS

34 So,CS 26 SlS 29 So,CS

30 So,CS,S

CS

36 SlS,So 34 So,CS,S 40829 8 28 So,CS

38 SlS,So 30 So,CS,S

M,S

38 So 40 SlS

M

CS

32 So,CS,S 29 So,CS

So,CS,S

CS

24 (17)

38 CS (9)

34 So,CS,S

30 St,CS

So,CS,S

M,CS,S

46 SS,So

34 So,S

31 So,CS,S

M,CS,S

34 So,CS (20)

25 CS

24 0.0943 (20)

37 (22)

34 CS (30)

24 (36)

28 (37)

26 (30)

25 (33)

23 (50)

CS

(50)

20 0.1151 (50)

20 (50)

28 (50)

CS

(49)

SS59 So

Gr

(16)

41 19

46 27

41 15

30 3

41 19

29 8

GROUND EL. 22.7D10W

COARSE

ORG

CNTPILL

7 rt

7 rt,slf (17) lBr

(14)

21 CS (6)

23 CS,rt Br

28 CS

33 So,CS,S lBr

31 lBr&lGr

38 SlS,M

34 M

34 M,CS

31 St,CS

31 M,CS

32 So,CS,S

30 CS

25 (13)

31 CS (15)

40 SlS,So

30 M,CS

26 (10)

41 So (5)

29 CS

32 M,CS

38 SS,M,S

41 SS,M

SS42 So,S

36 M,CS

27 CS

33 M,CS,O,S

37 CS

35 O 35 O

29 (11)

89 Wd (13)

28 (21)

Gr

(20)

30 0.0958 F T&Gr(50)

23 (48)

25 (55)

24 CS

Gr

(50)

239 S Br(38)

28 (36)

33 O

Gr

(38)

34 O Gr&T(40)

23 (43)

23 (44)

Gr

(36)

23 0.0904 F T&Gr(35)

30 (34)

30 (30)

23 (50)

28 (50)

24 (50)

O

(50)

26 (47)

21 CS (50)

19 (100)

Gr

(86)

71 41

32 12

41 17

47 21

42 22

75 51

71 41

42 22

GROUND EL. 23.0D10W

COARSE

ORG

CNTPILL

13 vSt,CS,rt,G vSt,CS,rt

23 St,CS,rt

Br&lBr

St,CS

28 St lBr

33 St,cc,Wd

34 M,cc Br

37 St SlS

37 St,Wd

30 St,CS

31 58334 12

M,CS

31 So,CS

32 M,CS

34 So,CS,S31 6

34 So,CS 35 SlS,M

32 M,CS

32 So,CS,S

35 So,CS 34 So

CS

32 So,S

29 CS

32 M,CS,S

31 St,CS,S

32 M,CS,S

CS

30 SS,So

31 M,CS

31 M,S

34 M,CS,S

30 M,CS

30 So,CS

Gr

31 CS Gr&Br

27 CS

31 M,CS,S

SS

M

23 0.0949

32 Wd (26)

22 (34)

18 0.1413 (28)

23 (31)

18 (33) slf

Gr

(35)

17 (41)

18 (45)

18 (55)

20 (60)

17 (64)

20 (60)

18 (43)

20 (42)

19 (55)

16 (56)

17 (66) slf Gr&T

(63)

20 (80) slf

(76)

25 (25)

CS,slf

(21)

19 slf (55)

23 CS,slf

Gr

(51)

62 33

29 4

28 4

29 5

62 33

34 12

GROUND EL. 22.4D10W

COARSE

ORG

CNTPILL

Date: 5/22/2007

STA. N 29° 55' 03.24" W 90° 07' 49.83"

29° 55' 03.24" 90° 07' 49.83"

Bor. C-38U (0022-0007)

Date: 5/25/2007

STA. N 29° 55' 10.23" W 90° 07' 57.55"

Bor. C-34U (0022-0007)

29° 55' 10.23" 90° 07' 57.55"

Date: 5/22/2007

STA. N 29° 55' 29.38" W 90° 08' 03.22"

29° 55' 29.38" 90° 08' 03.22"

Bor. C-27U (0022-0007)

E L E

V A

T

IO

N S I

N F

E E

T N .A .V .D

-10

-20

-30

-40

-50

-60

-70

-80

-90

-100

NOTES:

LL - Liquid Limit.

PI - Plasticity Index.

ORG CNT - Organic Content in percent.

% COARSE - Cumulative percent retained on the #200 sieve.

W - Water Content by percent dry weight.

D10 - Grain diameter in millimeters where 10% of sample is finer.

CH - Fat Clay

CL - Lean Clay

ML - Silt, Low Plasticity

SM - Silty Sand

SP - Sand, Poorly Graded

Wd - Wood

S I

D

W P

-X

W P

-X

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H Y B

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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

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IN

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2001 2002 2003

JAN

10 20

FEB

10 20

MAR

10 20

APR

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MAY

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JUN

10 20

JUL

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OCT

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10 20

DEC

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JAN

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OCT

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NOV

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DEC

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25 25

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35 35

40 40

45 45

2004 2005 2006

JAN

10 20

FEB

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MAR

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APR

10 20

MAY

10 20

JUN

10 20

JUL

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AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20 0 0

5 5

10 10

15 15

20 20

25 25

30 30

35 35

40 40

45 45

2007 2008 2009

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20 0 0

5 5

10 10

15 15

20 20

25 25

30 30

35 35

40 40

45 45

2010 2011 2012

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20 0 0

5 5

10 10

15 15

20 20

25 25

30 30

35 35

40 40

45 45

MISSISSIPPI RIVER AT

NEW ORLEANS, LA

(CARROLLTON GAGE)

STATION NO. 01300

NAVD88 (-.79)

G A

G E R

E A

D

IN

G S I

N

F

T

N A

V D

G

G E R

E A

D

IN

G S I

N

F

T

N A

V D

B-003

B -0

.d g n

S T

A G

E H

Y D

R O

G R

A P

C-101

A C

C E

S S P

L A

N

H

C -1

.d g n

A

M E

N D

M E

N T

A U

G

C B

W

EX-1EX-1

EX-2

EX-3EX-3

EX-4

LE

A K E A

V E

MAGAZINE ST

MAGAZIN

E S

T

R

IV

E R D

R

RIVERVIEW DR

LOCATION

PROJECT

ACCESS PLAN

SCALE: 1" = 200'

N

AUDUBON PARK

AUDUBON NATURE INSTITUTE

CHILDREN'S HOSPITAL

STAGING AREA

400'0 200'

SCALE:1"=200'

AND NOTIFY AUDUBON 48 HOURS IN ADVANCE WHEN THIS ROUTE WILL BE USED.

DIRECTION, FROM TCHOUPITOULAS STREET. CONTRACTOR MUST HAVE TRAFFIC FLAGMAN

TO THE WORK SITE ALONG THE ROUTE SHOWN. TURN SOUTH, AGAINST TYPICAL ONE-WAY

8. CONTRACTOR WILL BE ALLOWED TO TRANSPORT LARGE MATERIAL AND EQUIPMENT

CONTRACTOR AND UTLITIY OWNER.

NOT LIMITED TO DE-ENERGIZING POWER LINES, SHALL BE WORKED OUT BETWEEN

ANY APPLICABLE REQUIREMENTS OF EM 385-1-1. ANY MODIFICATION, INCLUDING BUT

TO THE WORK SITE BASED ON THE INFORMATION PROVIDED HERE. PLAN SHALL MEET

7. CONTRACTOR TO DEVELOP PLAN TO TRANSPORT LARGE EQUIPMENT AND MATERIAL

NAME VERTICAL CLEARANCE

EX-1

EX-2

EX-3

EX-4

30 FT

(T

Y P

' (T

YP)

SEE N

OTE

R

IVER

VIEW

D

R

OWNER

AT & T

AT & T

ENTERGY

ENTERGY

ALONG ACCESS ROUTE

OVERHEAD UTILITY LINES

18 - 21 FT

16-20 FT

17.5 - 22 FT

LANE AND ANY OPEN EXCAVATION. FENCE, BETWEEN PEDESTRIAN TRAFFIC

6. PLACE TEMPORARY TRAFFIC BARRIERS, AS WELL AS THE REQUIRED SAFETY

TRAVEL PATH TO THE EXISTING ASPHALT ROAD PER DRAWING C-203

AND CONTINUE WITH THE CRUSHED STONE TO CONNECT THE PARKING LOT

5. PLACED CRUSHED STONE IN THE AREAS OF THE DEMOLISHED FEATURES

PER DRAWING C-104

4. DEMO CONCRETE CURB AND SIDEWALK TO ALLOW FOR TRAFFIC

AND WORK AREA. ASSUMED CLEARANCE IN THIS AREA IS 14'.

3. LOW LYING TREE LIMBS ARE PRESENT ALONG ACCESS ROAD BETWEEN EX-2

AND FLAGGING MUST BE DETAILED IN THE TRAFFIC CONTROL PLAN.

AREA FOR PEDESTRIAN AND VEHICLE TRAFFIC. ALL NECESSARY SIGNAGE

TRAVEL LANE MUST BE MAINTAINED AROUND THE STAGING AND WORK

TO EAST AND WILL REMAIN AS SUCH DURING CONSTUCTION. A 10' WIDE

RIVER DR IS CURRENTLY A ONE-WAY STREET WHICH RUNS FROM WEST

2. RIVER DR SHALL ACT AS INGRESS AND EGRESS FOR THE PROJECT SITE.

1. CONTRACTOR SHALL ACCESS SITE FROM RIVER DR VIA MAGAZINE ST.

NOTES:

A N

S I

D

W P

-X

W P

-X

:1

T

IM

O T

H Y B

O R

D E

L O

N

T .B

M A

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A Y

H E

A R

T O

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A N

S P

A R

IS

H L

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IS

IA

N A

C A

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O L L T

O N P

H A

S E I I

R A

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R O

A D G

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T R

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M

IS

S

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S

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P I

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E R L

E V

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S O

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A N

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H -4 -4

D .J .S S .D .B

N O

V

NEW ORLEANS DISTRICT

S O

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D A

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C O

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R A

C T N

O

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

IN

E E

W O

R L E

A N

S D

IS

T R

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A N

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N A

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A Y

H E

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A N

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A R

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H L

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N A

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O N P

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D .J .S S .D .B

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NEW ORLEANS DISTRICT

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P L

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C A

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A T

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D A

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IDENTIFICATION

SHEET

D A

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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FO

C P

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N

PARK

AUDUBON

1"=60'

310°30'21.04" 2 °9 '1 .3

317°41'21.51"

FO

FO

C P

C P

C P

C P

C

PC

P

C B

CB

CB

CB

C B

C B

C B

C B

(PERPENDICULAR)

TO BE RESTORED

ACCESS RAMP (PUBLIC)

EXISTING LEVEE

(ASPHALT)

STATION 132+45

,0

3,662,000

NEW ORLEANS PUBLIC BELT RAILROAD

PROTECTED SIDE

FLOODSIDE

MAP LEGEND

AZ 135°32'20.16"

EXISTING NOPB R/W

AZ 129°44'

54.55"

AZ 65°50'49.65"

90°08'00"

3,661,000 2 °5 '0

3,662,000

90°07'45"

°5 '0

90°07'45"

LEVEE CENTERLINE

P.I. 129+97.00

NOPB R/W

NOPB R/W

NOPB R/W

NOPB R/W

P .I .7

P .I .5

P .I .5

FN-15

FN-13

RC-5

LP-10

LP-9

P.I. 135+30.00

RC-6

FN-14

LP-11

FN-16

RC-7

P.I. 136+30.00

AUDUBON PARK ROAD (EXISTING) (PUBLIC)

LP-7

LP-6

SCALE: 1" = 60'

EXISTING COE LEVEE B/L

AZ

STA.

UTILITY PLAN

AZ 139°29'38.96"

Ex Ex

Ex

R 11 E

T 13 S

SECT. 14

ORLEANS PARISH

C P

CB

CB

C P

C B

C B

LP-8

FN-12

OE-72

DI-3

C-3

RR-1

E x

U T

IL

IT

Y D

IS

P O

S

IT

IO

N D

R A

W

IN

G

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C -1

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C-102