W912P824B0026 WSLP-109 - Plans.pdf

PDF 38 MB Posted Aug 21, 2024

Attached to: WSLP-109 Levee and Floodwall, St. John the Baptiste Parish, Louisiana ED-19-028
Solicitation number: W912P824B0026
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

About this file

Written by GovTribe AI · Aug 21, 2024

This document is a plan for the WSLP-109 Levee and Floodwall project in St. John the Baptiste Parish, Louisiana, which is being solicited under Contract Number W912P824B0026. The solicitation is being issued by the Department of the Army Corps of Engineers, Engineering District New Orleans. The bid opening is scheduled for September 12, 2024, at 11:00 AM CST, and questions are due by August 26, 2024. The solicitation package includes the advertisement, specifications, and drawings for the project. No additional details about products, services, pricing, set-asides, incumbents, or other salient information are provided in the document.

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Other files

File	Type	Posted
Bid Abstract W912P824B0026 signed.pdf	PDF	Sep 19, 2024
Coversheet W912P824B0026 Bid Abstract.pdf	PDF	Sep 19, 2024
Amendment 0004 W912P824B0026.pdf	PDF	Sep 10, 2024
W912P824B0026 Amendment 0003.pdf	PDF	Sep 9, 2024
Amendment 0002 W912P824B0026.pdf	PDF	Sep 6, 2024
W912P824B0026 Amendment 0001.pdf	PDF	Aug 21, 2024
Advertisement Specification WSLP 109.pdf	PDF	Aug 13, 2024
Drawings WSLP 109.pdf	PDF	Aug 13, 2024
Solicitation W912P824B0026.pdf	PDF	Aug 13, 2024

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US Army Corps of Engineers ®

NEW ORLEANS DISTRICT

4 5 6 7 8 9 10 11 12

WEST SHORE LAKE PONTCHARTRAIN, LOUISIANA

13 14 15

HURRICANE AND STORM DAMAGE RISK REDUCTION PROJECT

WSLP-109 LEVEE AND FLOODWALL

ST. JOHN THE BAPTIST PARISH, LOUISIANA

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

ED 19-028

W912P824B0026

JULY 2024

THIS PROJECT WAS DESIGNED FOR THE

NEW ORLEANS DISTRICT CORPS OF

ENGINEERS. THE INITIALS OR SIGNA

TURES AND REGISTRATION DESIGNA

TIONS OF INDIVIDUALS APPEAR ON

THESE PROJECT DOCUMENTS WITHIN

THE SCOPE OF THEIR EMPLOYMENT AS

REQUIRED BY ER 1110-1-8152. SIGNA

TURES INDICATE OFFICIAL RECOMMEN

DATION OF ALL DRAWINGS IN THIS SET.

APPROVED BY:

DISTRICT COMMANDER

16 17

G-001 THRU G-009, C-001 THRU C-001B,

C-002, C-004, C-006, C-101 THRU C-103,

C-301 THRU C-305, C-401 THRU C-403,

C-405 THRU C-406, C-412 THRU C-413,

C-501, S-101, S-301 THRU S-307,

S-401 THRU S-403, S-501 THRU S-S0SA,

S-506 THRU S-510, S-601 THRU S-603

APPROVAL RECOMMENDED BY:

CHIEF ENGINEERING DIVISION

ETL

CHIEF

C-408 THRU C-409A,

C-410 THRU C-411

ENGINEERING

STRUCTURES

DIVISION

BRANCH

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US 61

MISSISSIPPI RIVER

LOCATION MAP

1600' 0 1600' 3200'

GENERAL NOTES

G-002

U S

L A

H S

N D S

L A

4 EXISTING ACCESS ROAD B

EXISTING ACCESS ROAD C

LEVEE C/L STA. 10+00

B/L STA. 188+90

BEGIN PROJECT

LEVEE CENTERLINE

WEST SHORE LAKE PONTCHARTRAIN

LEVEE C/L STA. 68+35

B/L STA. 247+50

END PROJECT

L O

C A

N A

N D

Y M

A P

MISSISSIPPI RIVER LEVEE

PBM MARATHON

PBM WSLP-C01

RD-001

WSLP-109

NORTH

PLAN

2 FOR BENCHMARK DESCRIPTION, SEE G-005.

1 GOOGLE EARTH AERIAL PHOTOGRAPHY FLOWN IN 1-15-2021.

PBM WSLP-C02

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PROJECT BASELINE

EXISTING GAS

PFPL & DDE

GENERAL CROSS-REFERENCING SYMBOLS

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON SAME

SECTION/DETAIL

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON ANOTHER

SECTION/DETAIL

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

FRONT SIDE

SECTION

ELEVATION

TOP

A A A

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

SCALE:

D5 DETAIL/SECTION

SUPPLEMENTAL INFORMATION

C-102

______C-302

D5_____

NEW WATER STOP

NEW FINISHED GRADE

SPOT ELEVATION (NEW)

SLOPE TO DRAIN

SLOPE

NEW RIP-RAP

NEW CRUSHED STONE

EXCAVATION REQUIRED

NEW CONCRETE BASELINE

EXISTING PROPERTY LINE

SPOT ELEVATION (EXISTING)

EXISTING CANAL SLOPE

EXISTING FINISHED GRADE

BORING LOCATION

VERTICAL PILE

OF BATTER

BATTER PILE WITH DIRECTION

TEST PILE

TREE LINE

= ALTERNATE SPACINGALT. SP.

= SCHEDULE= DOWN STREAMD/S

= INSIDE DIAMETER

= FLOW LINE

= ELEVATION

= EQUALLY SPACED

= FAR FACE

= EACH FACE

I.D.

EL.

E.S.

= CORRUGATED METAL PIPE

= DROP INLET

= AZIMUTH

= BASELINE

= CAST IRON

= DRAIN PIPE

= DRAIN

= CENTER LINE

= DIAMETER

= CONSTRUCTION JOINT

= CLEAR COVER

= CENTER

= BOTTOM FACE

C/L

CLR.

DIA.

CMP

D.I.

D.P.

B/L

C.I.

= UNLESS NOTED OTHERWISE

= UP STREAM

= WALL LINE

U.N.O.

U/S

W/L

= REINFORCED CONCRETE PIPE

= REQUIRED

= POINT OF TANGENCY

= POINT OF CURVATURE

= ON CENTER

= STATION

= OPTIONAL

= STANDARD HOOK

= NOT TO SCALE

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STD. HK.

RCP

P.T.

STA.

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O.C.

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= CONCRETECONC.

= EACH WAYE.W.

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= SPACES

= RADIUS

= WITH

= WITHOUT

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W/O

R/W

= PROPERTY LINE

= WITHIN

PL OR P/L

W/I

= WATER SURFACE ELEVATION

= TYPICAL

WSE

TYP.

INV. = INVERT

SCH.

= WORK POINTW.P.

= NEAR FACENF

= NOT APPLICABLEN/A

= POINT OF INTERSECTIONP.I.

= PROFILE GRADE LINEPGL

P.P.C.

= CONTINUOUSCONT.

= REINFORCEMENTREINF.

= PRECAST PRESTRESSED CONCRETE

= MINIMUMMIN.

G-003

= HIGH STRENGTHH.S.

HP = HIGH POINT

TOP

TOW

= TOP OF PIPE

= TOP OF WALL

BOT = BOTTOM

TR = TREE LINE

R OR RAD

NEW SAND FILL

REQUIRED RIGHT OF WAY

SHEET PILE

EXISTING GRADE

= RIGHT OF WAY AND LIMIT OF WORK

VGO = VACUUM GAS OIL

L E

G E

N D A

B B

R E

LEGEND ABBREVIATIONS

C-501

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

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S I Z

M A

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D E

S C

N D

A T

SHEET ID

E N

A M

E N

U M

B E

Z X

X X

A N

S I

J S

O N

S H

-8 -4

H -8

-4

S S

O C

E S

R S

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N E

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A V

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U .S

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O R

P S

O F

E N

E E

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E E

A N

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L O

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N E

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INDEX OF DRAWINGS

G-004

E X

O F

D R

A W

S n ja c k

H -8

-4

G -0

.d g n

STAGE HYDROGRAPHS - WEST ENDH-001

BORING LOGS (11 OF 11)B-011

BORING LOGS (10 OF 11)B-010

BORING LOGS (9 OF 11)B-009

BORING LOGS (8 OF 11)B-008

BORING LOGS (7 OF 11)B-007

BORING LOGS (6 OF 11)B-006

BORING LOGS (5 OF 11)B-005

BORING LOGS (4 OF 11)B-004

BORING LOGS (3 OF 11)B-003

BORING LOGS (2 OF 11)B-002

BORING LOGS (1 OF 11)B-001

BORING LEGENDB-000

WORKING PLATFORM SECTIONS-603

WORKING PLATFORM FRAMING PLANS-602

WORKING PLATFORM PILE LAYOUTS-601

T-WALL/SHEET PILE DETAILSS-510

TYPICAL TRS SECTIONS-509

UTILITY SLEEVE TRS LAYOUT - PHILLIPS 66 & ENERGY TRANSFERS-508

UTILITY SLEEVE TRS LAYOUT - ENLINKS-507

UTILITY SLEEVE TRS LAYOUT - LINDE AND AIR LIQUIDES-506

UTILITY PENETRATION DETAILS (2 OF 2)S-505A

UTILITY PENETRATION DETAILS (1 OF 2)S-505

UTILITY DETAILS - SPLICED SHEET PILE LAYOUTSS-504

UTILITY DETAILS - JACKING SHEET PILE UNDER PIPELINESS-503

WALL JOINTSS-502

PILE DETAILSS-501

PILING AND MONOLITH LAYOUT (3 OF 3)S-403

PILING AND MONOLITH LAYOUT (2 OF 3)S-402

PILING AND MONOLITH LAYOUT (1 OF 3)S-401

T-WALL REINFORCEMENT (5 OF 5)S-307

T-WALL REINFORCEMENT (4 OF 5)S-306

T-WALL REINFORCEMENT (3 OF 5)S-305

T-WALL REINFORCEMENT (2 OF 5)S-304

T-WALL REINFORCEMENT (1 OF 5)S-303

T-WALL TYPICAL SECTION (2 OF 2)S-302

T-WALL TYPICAL SECTION (1 OF 2)S-301

T-WALL PROFILES-101

TRUCK WASH DOWN RACK DETAILC-501

GOVERNMENT FURNISHED SAND STOCKPILE PLANC-414

MAINTENANCE ROADWAY AT MONOLITHS 2-7C-413

GEOTEXTILE SHEET PILE INSTALLATION AT T-WALLC-412

INSTRUMENTATION DETAILS (2 OF 2)C-411

INSTRUMENTATION DETAILS (1 OF 2)C-410

WICK DRAIN LAYOUTS AND PRELOAD LIMITS (2 OF 2)C-409A

WICK DRAIN LAYOUTS AND PRELOAD LIMITS (1 OF 2)C-409

WICK DRAIN DETAILSC-408

DRAINAGE CANAL AND SWALE DETAILSC-406

LEVEE TRANSITION AT T-WALL - DETAILSC-405

LEVEE TRANSITION AND COMPLETION DETAILSC-403

LEVEE TRANSITION AT T-WALL - PLAN (2 OF 2)C-402

LEVEE TRANSITION AT T-WALL - PLAN (1 OF 2)C-401

SAND STOCKPILE CROSS SECTIONS (3 OF 3)C-308

SAND STOCKPILE CROSS SECTIONS (2 OF 3)C-307

SAND STOCKPILE CROSS SECTIONS (1 OF 3)C-306

PROFILE AIR LIQUIDE 12" OXYGEN PIPELINE (STA 191+78)C-305

CROSS SECTIONS (4 OF 4)C-304

CROSS SECTIONS (3 OF 4)C-303

CROSS SECTIONS (2 OF 4)C-302

CROSS SECTIONS (1 OF 4)C-301

PLAN AND PROFILE (3 OF 3)C-103

PLAN AND PROFILE (2 OF 3)C-102

PLAN AND PROFILE (1 OF 3)C-101

ACCESS ROAD C INTERIOR DRAINAGE CANALC-006

TYPICAL ROAD AND DRAINAGE SECTIONSC-004

TYPICAL LEVEE SECTIONS AND DETAILSC-002

DRAINAGE EXCAVATION DISPOSALC-001B

TYPICAL LEVEE SECTION (2 OF 2)C-001A

TYPICAL LEVEE SECTION (1 OF 2)C-001

CONSTRUCTION LIMITSG-009

CONSTRUCTIONS ACCESS PLANG-008

SETTLEMENT REFERENCE MARKERSG-007

GENERAL NOTESG-006

TABULATIONS/BENCHMARKSG-005

INDEX OF DRAWINGSG-004

LEGEND AND ABBREVIATIONSG-003

LOCATION AND VICINITY MAPSG-002

COVER SHEETG-001

LEVEE C/L ALIGNMENT STATIONING

BASELINE STATIONING

DESCRIPTION

E: 3516623.03

LOCATIONBENCHMARKS

TABULATION OF BENCHMARKS

N: 574173.74

NAVD88 2009.55 EL. 9.37 ft

T A

B U

L A

N S

E N

C H

M A

R K

G-005

IN 6 INCH PVC SET IN CONCRETE WITH AN ALUMINUM ACCESS COVER STAMPED MARATHON 2018.

MARK IS A HALF INCH STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 36 FT ENCASED

SIGNAL POST, 33.7 FT FROM A MARATHON SIGN AND 29.2 FT FROM FIRE HYDRANT.

THE CENTERLINE OF THE WESTBOUND LANE OF US HWY 61, 26.3 FT NORTH OF A TRAFFIC

HEAD WEST ALONG US HWY 61 A DISTANCE OF .54 MILES TO A POINT. MARKED AS 59 FT. NORTH OF

BEGINNING AT THE INTERSECTION OF W 19th STREET AND THE WESTBOUND LANE OF US HWY 61, c le m a y

H -8

-4

G -0

.d g n

(PRIMARY)

PID - BBGG70

PBM MARATHON

BASELINE STATIONING

PBM WSLP-C01

PBM WSLP-C02

LON: 90°35'21.25704660" W

LAT: 30°05'14.44624628" N

NAVD88 2009.55 EL. 4.637 ft

LON: 90°35'50.78757490" W

LAT: 30°05'37.73019060" N

NAVD88 2009.55 EL. 2.651 ft

STATION. COVER IS STAMPED: WSLP-C01 2022.

10 FT. EAST OF EAST EDGE OF GRAVEL ROAD AND 10 FT. NORTH OF ACCESS ROAD TO AIR SURVANCE

TO THE STATION LOCATED ON THE RIGHT SIDE OF SAID ACCESS ROAD "C". MARK IS A 1"X2"X48" STAKE SET

MILES TO A GRAVEL ROAD DESIGNATED AS ACCESS ROAD "C" THENCE PROCEED NORTHERLY 0.75 MILES.

TO REACH STATION FROM THE INTERSECTION OF HIGHWAY 61 AND HIGHWAY 641 PROCEED EASTERLY 5.75

COVER IS STAMPED: WSLP-C02 2022.

ACCESS COVER. 37 FEET WEST OF CENTERLINE OF ROAD AND 44 FEET FROM 30" WILLOW TREE.

TO A DEPTH OF 32 FEET AT TOE OF TURN AROUND IN 6" PVC AND SET IN CONCRETE WITH ALUMINUM

LOCATED ON THE LEFT SIDE OF SAID ACCESS ROAD "C". MARK IS A 1/2" STAINLESS STEEL ROD DRIVEN

THENCE PROCEED WESTERLY 0.42 MILES; THENCE PROCEED NORTHERLY 0.30 MILES TO THE STATION

MILES TO A GRAVEL ROAD DESIGNATED AS ACCESS ROAD "C" THENCE PROCEED NORTHERLY 0.95 MILES.

TO REACH STATION FROM THE INTERSECTION OF HIGHWAY 61 AND HIGHWAY 641 PROCEED EASTERLY 5.75

N: 578021.093

E: 3516155.299

N: 580356.402

E: 3513546.034

LON: 90°35'16.21779" W

LAT: 30°04'36.3313" N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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N S

N J

A C

K S

O N

W P

J A

N U

A R

R E

A D

Y F

O R A

D V

E R

E M

E N

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

BASIC TABLE ALTERNATE TABLE

G-006

SIZE

BAR

LENGTH, INCHES

MINIMUM EMBEDMENT

INCHES

MINIMUM LAP LENGTH

LENGTH, INCHES

MINIMUM EMBEDMENT

INCHES

MINIMUM LAP LENGTH

G E

N E

R A

L N

O T

E S n ja c k

H -8 -4

G -0

.d g n

14.40.

EL. ALL CONCRETE T-WALLS SHALL BE BUILT TO A CONSTRUCTION GRADE OF 13.

NOTED.ALL REINFORCING STEEL SHALL BE ASTM A615, UNLESS OTHERWISE 12.

UNLESS OTHERWISE NOTED.

“A” FINISH AND SURFACES COVERED BY BACKFILL SHALL BE CLASS “C” FINISH,

CLASS ALL EXTERIOR FORMED SURFACES NOT COVERED BY BACKFILL SHALL BE 11.

EXPENSE.

REQUIRED BY THE CONTRACTING OFFICER, WILL BE AT THE CONTRACTOR’S

THOSE SHOWN ON THE DRAWINGS AND OTHER THAN ANY ADDITIONAL SPLICES

SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER. SPLICES OTHER THAN

THOSE INDICATED IN THE DRAWINGS, WHERE ESSENTIAL TO CONSTRUCTABILITY,

LAPPED. THE CONTRACTOR WILL BE ALLOWED TO MAKE SPLICES IN ADDITION TO

INDICATED. SPLICE LENGTHS SHALL BE BASED ON THE SMALLER BAR BEING

SPLICES AND EMBEDMENT LENGTHS WHERE LENGTHS ARE NOT OTHERWISE

THE EMBEDMENT AND SPLICE TABLE SHALL BE USED IN DETERMINING LAP 10.

THE CONTRACTING OFFICER.

ITEMS AND OTHER OBSTRUCTIONS, SHALL BE BENT OR SHIFTED AS DIRECTED BY

EMBEDDED REINFORCEMENT, WHERE NECESSARY TO AVOID OPENINGS, PIPES, 9.

OTHERWISE NOTED.

REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS 8.

SYSTEM OF THE CONCRETE REINFORCING STEEL INSTITUTE.

NUMBERING REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE 7.

MANUAL 2020.

BE IN ACCORDANCE WITH SP-66, AMERICAN CONCRETE INSTITUTE DETAILING

SHALL ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS 6.

EDGES, EXTERNAL CORNERS AND VERTICAL EXPANSION JOINTS.

JOINTS, UNLESS OTHERWISE NOTED, PROVIDE 3/4” CHAMFER AT ALL EXPOSED 5.

APPROVAL BY THE CONTRACTING OFFICER.

ADDITIONAL CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED FOR

LEAST LIKELY TO IMPAIR THE INTEGRITY OF THE CONCRETE STRUCTURE. THESE

WHERE NOT SHOWN, CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS

DRAWINGS. CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE 4.

60,000 PSI.REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 3.

MINIMUM COMPRESSIVE STRENGTH (fc) OF 2,500 PSI AT 28 DAYS.

A STABILIZATION SLAB CONCRETE AND PIPE FILLED CONCRETE SHALL HAVE 2.

28 DAYS.

5,000 PSI AT CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (fc) OF 1.

STEEL), SEE SPECIFICATIONS.

(STAINLESS ITEMS MARKED C.R.S. SHALL BE CORROSION-RESISTANT STEEL. 5.

MUST BE MADE FOR MACHINING.

ALLOWANCES DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL DIMENSIONS. 4.

THE CONTRACTOR FOR APPROVAL.

INFORMATION SHALL BE SHOWN ON THE SHOP DRAWINGS AND SUBMITTED BY

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

WELDING WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN 3.

STRUCTURAL WELDING CODE, SEE SPECIFICATIONS.

WHERE APPLICABLE, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY

TECHNIQUE, ALL WELDING SHALL BE ELECTRIC WELDING, WORKMANSHIP AND 2.

SHEET PILES: ASTM A328

H-PILES: ASTM A572 GR. 50

ALL STEEL SHALL BE:1.

UNCOATED REINFORCING BARS.

THE TABLES SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE AND 4.

THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

WITH RESPECT TO A HORIZONTAL PLANE AND ARE PLACED SUCH THAT MORE

TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES 3.

SURFACE MUST BE AT LEAST 2.5 BAR DIAMETERS.

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

DIAMETERS, AND

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

MET:ARE

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

SURFACE MUST BE AT LEAST 2 BAR DIAMETERS.

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

DIAMETERS, AND

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

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

REINFORCEMENT

SECONDARY

FACE OF CONCRETE

REINFORCEMENT

PRIMARY

L E

S S T

H A

K N

E S

C O

N C

R E

T E S

E C

N E

Q U

A L T

O O

A N

D L

E S

S T

H A

K N

E S

C O

N C

R E

T E S

E C

N G

R E

A T

E R T

H A

G R

E A

T E

R T

H A

K N

E S

C O

N C

R E

T E S

E C

N E

Q U

A L T

O O

SPACING

CONSTRUCTING PERMANENT WORK.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND 33.

PRELOAD IS TO BE CONSTRUCTED AS SHOWN ON DRAWINGS.

THE PRELOAD SECTIONS SHALL BE CONSTRUCTED AS SOON AS POSSIBLE. THE 32.

UNDER NEW EMBANKMENT IF PAYMENT FOR SETTLEMENT IS TO BE CONSIDERED.

THE CONTRACTOR IS RESPONSIBLE FOR CHOOSING A SETTLEMENT PLATE LOCATION 31.

LIABILITY FOR DAMAGE.

PROJECT LIMIT. A SPECIAL PERMIT DOES NOT DECREASE THE CONTRACTOR’S

LIMIT, WHEN HAULING EQUIPMENT MATERIALS ON PUBLIC ROAD BEYOND THE

CONTRACTOR, SUB -CONTRACTOR OR SUPPLIERS SHALL OBSERVE LEGAL ROAD

LOCAL LAWS AND ORDINANCES INCLUSIVE OF POSTED WEIGHT LIMITS. THE

ALL CONTRACTOR HAULING OPERATIONS SHALL ABIDE BY FEDERAL, STATE AND 30.

ALL NEW AND DISTURBED EMBANKMENTS AND GROUND SHALL BE TURFED.29.

REQUIRED TO BE CLEANED AFTER CONSTRUCTION.

ALL NEW EXISTING DRAINAGE FEATURES WITHIN PROJECT LIMITS SHALL BE 28.

SPONSORS (NFS).

COMPLETED PROJECT IS TURNED OVER TO ITS ENTIRETY TO THE NON-FEDERAL

SIDE, AND BERMS) THROUGHOUT THE LIMITS OF THE PROJECT, UNTIL THE

RESPONSIBLE FOR THE MAINTENANCE OF THE ENTIRE LEVEE (FLOOD SIDE, LAND

ONCE GIVEN THE NOTICE TO PROCEED (NTP), THE CONTRACTOR SHALL BE 27.

GENERAL NOTES: GENERAL NOTES (CONTINUED): STEEL NOTES:

CONCRETE NOTES:

NOTES:

REINFORCEMENT EMBEDMENT AND SPLICE TABLES - 4000 PSI

NTS

REINFORCEMENT CLEARANCE DETAIL

ROAD IN WORKING CONDITION THROUGHOUT THE DURATION OF THE CONTRACT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE ACCESS 25.

AREAS USED BY THE CONTRACTOR.

SAFETY FENCE SHALL BE INSTALLED AROUND THE PERIMETER OF ALL STAGING 24.

SPEED LIMIT WITHIN CONSTRUCTION LIMITS IS 10 MPH.23.

STEM.

WALL LINE (W/L) IS MEASURED ALONG THE FLOOD SIDE EDGE OF THE NEW WALL 22.

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

OFFSETS REFLECT A PERPENDICULAR OFFSET (90 DEGREES) FROM THE C/L 21.

CONDITIONS WHICH WILL AFFECT THE PERFORMANCE OF THE WORK.

ADDITIONAL SURVEYS AND INVESTIGATIONS AS NECESSARY TO DETERMINE

BORING LOCATIONS. THE CONTRACTOR, AT HIS OWN EXPENSE, MAY TAKE

AND CONDITION OF THE MATERIAL WHICH WILL BE ENCOUNTERED BETWEEN THE

THE CONTRACTOR SHALL MAKE HIS OWN INTERPRETATION OF THE CHARACTER 20.

WITH OSHA, ENTERGY REQUIREMENTS AND USACE SAFETY MANUAL “EM-385-1-1”

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

CONSTRUCTION.

HIMSELF RELATIVE TO THE EXISTING CONDITIONS PRIOR TO THE START OF

CONTRACTOR SHALL VISIT THE SITE OF WORK AND COMPLETELY INFORM 18.

MOIST TO PREVENT BLOWING.

LEVEE RIGHT-OF-WAY. ACCESS ROADS AND EMBANKMENT SHALL BE KEPT

UNNECESSARY DUST WHILE TRANSPORTING EARTHEN MATERIAL WITHIN THE

CONTRACTOR SHALL TAKE MEASURES TO PREVENT DUST CONTROL.17

EFFICIENT PERFORMANCE OF THE WORK.

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

SHALL BE EQUIPPED WITH STANDARD SOUND MUFFLING DEVICES AND

AREA DURING WORKING HOURS. ALL CONSTRUCTION MACHINERY & VEHICLES

UNNECESSARY NOISE APPROPRIATE FOR THE AMBIENT SOUND LEVELS IN THE

CONTRACTOR SHALL TAKE MEASURES TO AVOID NOISE CONTROL16.

REPAIRED AT THE CONTRACTOR’S EXPENSE.

DAMAGE OCCURS AS A RESULT OF HIS NEGLIGENCE. THE DAMAGE SHALL BE

THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES IF 15.

CONTACTS.

PRIOR TO CONSTRUCTION. SEE SPECIFICATIONS FOR A LIST OF ALL UTILITY

CONTRACTOR’S RESPONSIBILITY TO VERIFY ALL EXISTING UTILITY LOCATIONS

INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. IT IS THE

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

LOCATIONS OF EXISTING UTILITIES INDICATED ON THE PLAN SHEETS ARE SHOWN 14.

UNLESS OTHERWISE STATED.

ALL ELEVATIONS ARE EXPRESSED IN FEET AND REFER TO NAVD 88 (2009.55), 13.

WEEK AND PRIOR TO END OF CONTRACT.

CONTRACTOR SHALL CLEAN AND REMOVE ALL TRASH IN PROJECT LIMITS EACH 12.

(FAR 52.236-17).

CONTRACT CLAUSE INSERTS, CONTRACT CLAUSE ENTITLED “LAYOUT OF WORK

CONTROL, AND C/L IN THE FIELD PER THE REQUIREMENTS OF SECTION 00700

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

THE BENCHMARKS AND BASELINES ARE PROVIDED BY THE GOVERNMENT IN THE 11.

SHOWN ONLY WHERE DRAWING IS OBVIOUSLY OUT OF SCALE.

DRAWINGS ARE GENERALLY TO SCALE BUT SHOULD NOT BE SCALED. N.T.S. IS 10.

SCALE.

DIMENSIONS AND/OR ELEVATIONS MARKED THUS (N.T.S.) ARE NOT SHOWN TO 9.

CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS IN THE FIELD.

DIMENSIONS AND/OR ELEVATIONS MARKED THUS (±) ARE APPROXIMATE. 8.

ALL AZIMUTHS ARE 90° UNLESS OTHERWISE STATED.7.

ALL THE STATIONS ARE CENTERLINE STATIONS UNLESS OTHERWISE NOTED.6.

GOOGLE EARTH AERIAL PHOTOGRAPHY FLOWN 01/15/2021.5.

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

XY COORDINATES USED IN DRAWINGS REFER TO HORIZONTAL DATUM: NAD 83, 4.

HORIZONTAL DISTANCES ARE MEASURED IN US SURVEY FEET.3.

AVAILABLE FROM THE NEW ORLEANS DISTRICT SURVEY SECTION (504) 862-1847.

THE DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL POINTS ARE 2.

LOUISIANA STATE PLANE COORDINATE SYSTEM OF 1983, SOUTH ZONE.

AZIMUTHS SHOWN ARE MEASURED CLOCKWISE FROM GRID NORTH OF THE 1.

CLEANED DAILY OF MUD, DEBRIS ETC.

SWEEPERS AND SCRAPERS ON SITE. ALL STREETS AND HIGHWAYS SHALL BE

DURING CONSTRUCTION. THE CONTRACTOR SHALL HAVE WASH RACKS,

THE CONTRACTOR SHALL KEEP ALL STATE AND FEDERAL HIGHWAYS CLEAN 26.

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US Army Corps

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+7.00

29+42.68

30+22.68

31+22.68

MARKER SCHEDULE

SETTLEMENT REFERENCE

+6.00

+7.00

+6.00

WSLP-109.2

WSLP-109.4

WSLP-109.6

WSLP-109.8

TOP OF ''T'' WALL

S E

T T

L E

M E

N T R

E F

E R

E N

C E M

A R

K E

G-007

28+42.68

1'-6"1'-6"

SCALE: 1" = 1'-0"

REFERENCE BOLT

CAP SCREW, C.R.S.

1/2" Ø X 3" HEX. HEAD

C/L

TOP OF LEVEE FILL

LAND SIDE

SEE DETAIL.

10 GAGE, C.R.S.,

IDENTIFICATION TAG,

SCALE: 3/4" = 1'-0"

SETTLEMENT REFERENCE MARKER

TYPICAL ELEVATION VIEW OF

LAND SIDE

SCALE: 1" = 1'-0"

IDENTIFICATION TAG

1 1/4" 1 1/4"

2 1/2"

TYPICAL LEVEE PLATE DETAIL

SCALE: 1/2" = 1'-0"

GEOTEXTILE

REINFORCING

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

DRILL 9/16" Ø HOLE10 GAGE, C.R.S.

TAG

IDENTIFICATION

SEE SCHEDULE

EL. VARIES,

BOLT

REFERENCE

MONOLITH JOINT

TOP OF "T" WALL NO.

S.R.M.

(C/L MONOLITH JOINT)

W/L STATION

ELEVATION*

SETTLEMENT MEASUREMENT LEVEE PLATES

WSLP-109.1 28+05.68 14+40

WSLP-109.3

WSLP-109.5

WSLP-109.7

WSLP-109.9

28+82.68

31+59.68

+5.00

14.40

STD. COUPLING (AS REQ'D)

PIPE CAP

WELDED TO PLATE

RISER PIPE 3" STD.

SAND VBASE

EXISTING GROUND

WELDED TO PLATE

RISER PIPE

1/4"

STATION TO THOSE SHOWN.

W/L STATIONS ARE APPROXIMATE. LOCATE REFERENCE BOLTS AT NEAREST W/L JOINT

THE COR WILL FURNISH THIS DATA TO ENGINEERING DIVISION. ATTENTION OF: CEMVN-ED-T

MARKERS AND SHALL SUBMIT THIS DATA TO THE CONTRACTING OFFICER REPRESENTATIVE (COR).

THE CONTRACTOR SHALL TAKE FINAL ELEVATIONS OF ALL SETTLEMENT REFERENCE **

SETTLEMENT PLATES TO BE INSTALLED ON TOP OF REINFORCED GEOTEXTILE.6.

BE REMOVED 3' BELOW THE TOP OF EMBANKMENT.

FOLLOWING COMPLETION OF LEVEE CONSTRUCTION BUT PRIOR TO SEEDING, THE RISER PIPE SHALL5.

RISER PIPE SHALL BE EXTENDED AS NEEDED DURING CONSTRUCTION.4.

ROD INTO THE PIPE UNTIL THE PLATE ELEVATION IS REACHED.

CONTRACTOR SHALL SURVEY PLATE ELEVATIONS BY REMOVING PIPE CAP AND INSERTING A SURVEY3.

THE STEEL PLATE DIMENSIONS FOR THE SETTLEMENT MEASUREMENT PLATES SHALL BE 4'X4'X1/4".2.

THE PLATES.

300 FEET APART, THE SETTLEMENT MEASUREMENT RANGE SHALL BE HALF THE DISTANCE BETWEEN

THE EXECPTION TO REQUIREMENT "B" SHALL BE WHERE THE GAUGES ARE PLACED LESS THAN C)

FROM EACH PLATE, AND SHALL BE MEASURED ALONG THE CENTERLINE OF THE LEVEE SECTION.

THE SETTLEMENT MEASUREMENT RANGE FOR EACH PLATE SHALL BE 150 FEET IN EACH DIRECTION B)

DETERMINATION OF SUCH SETTLEMENT.

SETTLEMENT DURING CONSTRUCTION, IT SHALL FURNISH AND INSTALL SETTLEMENT PLATES FOR

SHOULD THE CONTRACTOR DESIRE PAYMENT FOR PLACING ADDITIONAL FILL DUE TO FOUNDATION A)

DURING CONSTRUCTION:

TO RECEIVE PAYMENT FOR PLACEMENT OF ADDITIONAL FILL FROM FOUNDATION SETTLEMENT1.

S U

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-8 -4

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-4

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®of Engineers

US Army Corps

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US 61

1.14 MILES 1.10 MILES

L A

E X

G A

C C

E S S R

O A

D B

T E

R R

E H

A U

T E

R O

A D

R/W

PLAN

NORTH

F W

PIP

ELIN

E C

ORRI

DOR

PIPELINE CORRIDOR

BASELINE

CONST

RUCTI

ON AC

CESS P

LAN

E L

E C

O O

O R

PBM MARATHON

G-008

C O

N S

T R

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N A

C C

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L A

NOTES:

EXISTING ACCESS R

OAD C

RD-001

OPTIONAL WORK 2

WSLP-B01

SCALE: 1" = 500'-0"

PLAN

WSLP-B02

OPTIONAL WORK 1

B/L

STA

. 1

LIM

OF W

ORK

ACCCESS ROAD ADJACENT TO THE INTERIOR DRAINAGE SWALE. SEE G-009 FOR TEMPORARY ROAD SECTION.

TEMPORARY ACCESS CROSSING OF THE PIPELINE CORRIDOR WILL BE PERMITTED ON A TEMPORARY13.

ACCESS ACCROSS NO WORK AREA 1 SHALL BE OVER A TEMPORARY ACCESS ROAD TO BE CONSTRUCTED.12.

OR WHERE A QUEING BAY EXISTS TO AVOID BLOCKING TRAFFIC.

NO LEFT TURNS AND U-TURNS ON US61/AIRLINE HWY. EXCEPT AT SIGNALIZED INTERSECTIONS11.

OR WHERE A QUEING BAY EXISTS TO AVOID BLOCKING TRAFFIC.

NO LEFT TURNS AND U-TURNS ON US61/AIRLINE HWY. EXCEPT AT SIGNALIZED INTERSECTIONS10.

SEE SPECIFICATIONS SECTION 00700 FOR ADDITIONAL TRANSPORTATION RESTRICTIONS.9.

EXCEPT AT SIGNALIZED INTERSECTIONS.

ALL TRAFFIC SHALL BE "RIGHT IN" AND "RIGHT OUT" (ONLY RIGHT TURNS).8.

SITE ACCESS SHALL BE VIA US61 ONTO ACCESS ROADS B AND C.7.

END OF ACCESS ROAD C AT THE WSLP R/W TO THE WSLP-109 LIMITS OF WORK, (SEE SHEEET C-103).

CONTRACTOR TO CONSTRUCT A TEMPORARY CONSTRUCTION ACCESS ROAD FROM THE6.

ACCESS ROAD C TO BE MAINTAINED AS PART OF THE CONTRACT.5.

(SEE SHEET C-103).

ACCESS ROAD C IS TO BE CONSTRUCTED BY OTHERS TO THE EDGE OF THE PROJECT ROW.4.

ACCESS ROAD B IS TO BE MAINTAINED AS PART OF THE CONTRACT.3.

ACCESS ROAD C IS A SHARED ACCESS WITH WSLP-108 CONTRACTOR.2.

ACCESS ROAD B IS A SHARED ACCESS WITH WSLP-110 CONTRACTOR.1.

SEE NOTE 13

NORTH

PLAN

R/ W

R/W

R /W

R/W

R /W

R/W

R/W R/W

R/W

R /W

0200' 200' 400'

NOTES;

G-009

TRUCK WASH DOWN

(SEE NOTE 2)

STAGING AREA

(MAINTAIN ACCESS)

EXISTING RD-001

CORRIDOR

PIPELINE

EXISTING

DOWN RACK

TRUCK WASH

Y=581455.3161

X=3513225.4216

CONSTRUCTION ACCESS

BEGIN TEMPORARY

ACCESS ROAD C

TEMPORARY CONSTRUCTION

(SHARED ACCESS)

ACCESS ROAD B

(SHARED ACCESS)

ACCESS ROAD C

OPTIONAL WORK 2

WORK 1 C/L STA. 26+81

BEGIN OPTIONAL

C/L STA. 28+20

C/L STA. 30+78

C/L INTERIOR DRAINAGE CANAL

C/L LEVEE

SCALE: 1" = 200'

CONSTRUCTION LIMITS

R /W

B /L S

T A

F W

O R

K C /L S

T A .5

SCALE: 1" = 200'

C O

N S

T R

U C

N L

45+0040+00

55+00 60+00 65+00 68+0050+00

WORK 1 C/L STA. 32+83

END OPTIONAL

MATS

TO INCLUDE ALL ACB

OPTIONAL WORK 1

STA. 68+25

BEGIN OPTIONAL WORK 2

CONTRACTOR

BY WSLP-110

TO BE COMPLETED

C/L STA. 13+99.11

LIMIT OF WORK

WSLP-110

C/L STA. 12+79.11

B/L STA. 191+70

LIMIT OF WORK

TO THE MAINTENANCE ROADWAY SHOWN ON C-413.

AND CRUSHED STONE BASE ROADWAY WITH DOUBLE GEOGRID REINFORCEMENT SIMILAR

ALL SUBSEQUENT SPANS. EQUIPMENT AT THE GROUND SURFACE SHALL TRAVEL ON A SAND

FROM THE PROPOSED BRIDGE AND THEN USING THE BRIDGE PLATFORM TO CONSTRUCT

THE FIRST SPAN OF THE BRIDGE CAN BE CONSTRUCTED FROM MATS PLACED OUTWARD

EXCESSIVE CRANE LOADS ON THE PIPELINES AND AVOID DAMAGE TO THE PIPELINES.

PLATFORM DECK OUTWARDS OVER THE PIPELINE CORRIDOR. THIS IS TO PREVENT

WORK PLATFORM IS CONSTRUCTED WITH EQUIPMENT EMPLOYED ENTIRELY FROM THE

CANTILEVER OUT METHOD OF BRIDGE CONSTRUCTION” WHERE THE ELEVATED (BRIDGE)

S-601 TO S-603. THE CONSTRUCTION OF THE ELEVATED WORK PLATFORM SHALL EMPLOY THE

ELEVATED WORK PLATFORM TO BE CONSTRUCTED BY END OF CONSTRUCTION SEE SHEETS5.

FROM AN ELEVATED WORK PLATFORM.

T-WALL CONSTRUCTION AT PIPELINE CORRIDOR REQUIRED TO BE PERFORMED4.

DRAIN SWALE AND ACCESS ROAD ADJACENT TO THE COMPLETED T-WALL.

CORRIDOR EXCEPT FOR EXCAVATION OF MAT PLACEMENT IN THE

CONSTRUCTION EQUIPMENT NOT PERMITTED AT GRADE IN THE PIPELINE 3.

AND THE LEVEE NEAR ACCESS ROAD B.

CONTRACTOR TO CREATE A STAGING AREA BETWEEN THE INTERIOR CANAL

NO ADDITIONAL STAGING AREAS ARE AVAILABLE OUTSIDE THE ROW LIMITS.2.

NO UTILITIES ARE AVAILABLE ON SITE.1.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E N

A M

E N

U M

B E

Z X

X X

A N

S I

J S

M O

N S

H -8 -4

S S

O C

T E

E N

E E

R S

R C

E C

T S

L A

N N

E R

P R

O G

R O J E

C T M

A N

A G

E R

S S

T J

O H

N T

H E B

A P

T P

A R

®of Engineers

US Army Corps

N E

W O

R L E

A N

S L

E A

K E A

V E

N E

W O

R L E

A N

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W S

L P

E V

E E A

N D F

L O

O D

W A

L L

H U

R R

A N

E A

N D S

T O

R M D

A M

A G

E R

K R

E D

U C

N P

R O J E

C T

W E

S T S

H O

R E L

A K

E P

O N

T C

H A

R T

R A

O U

N A

J S

M O

N S

J S

M O

N S

N J

A C

K S

O N

W P

J A

N U

A R

R E

A D

Y F

O R A

D V

E R

E M

E N

SEE C--001 FOR TYPICAL LEVEE SECTION4.

SEE C-005 FOR ACCESS ROAD C. 3.

SEE C-403 FOR LEVEE TRANSITION DETAILS.2.

SEE C-002 FOR TYPICAL SECTION.

12' LEVEE MAINTENANCE ROAD NOT SHOWN FOR CLARITY1.

NOTES:

DRAINAGE CANAL SPOIL

EL. 3.0

3H :1V

15H:1V

3H :1V

3H:1V 3H:1V

C-001

SCALE: NTS

LEVEE SECTION

SLOPE TO DRAIN

3H :1V

EL. 8.6

EL. 3.0

3H:1V

SPOIL

DRAINAGE CANAL

EL. 4.5

AT C/L LEVEE

SETTLEMENT GAGE

EMBANKMENT (CLAY)

COMPACTED CLAY FILL

T Y

A L

L E

V E

E S

E C

EL. 3.0

EL. 3.4

EL. 2.4

REINFORCEMENT GEOTEXTILE

STA. 28+10.68END FULL LEVEE

STA. 13+74.00BEGIN FULL LEVEE

40H:1V

EL. 4.2

7.1H:1V

14'

DETAIL

SCALE: NTS

DETAIL

SEE NOTE 11

SEE NOTE 10

WORK 1.

IS INCLUDED IN OPTIONAL

SOME WORK ON THIS SHEET

(SEE C-001B)

NOTCHED AREA

EXCAVATION AND MATERIAL SPREADING.

SAND PLACEMENT SHALL PROCEED NO MORE THAN 500 FEET IN ADVANCE OF CANAL 12.

RIGHT OF WAY AND CANAL BANK.

11. NO EXCAVATED MATERIALS WILL BE ALLOWED TO BE STOCKPILED BETWEEN THE

BID ITEMS.

PAYMENT FOR THE BERM MARKERS SHALL BE DISTRIBUTED THROUGHOUT THE EXISTING

4-FEET INTO THE GROUND. NO MEASUREMENT WILL BE MADE FOR THE BERM MARKERS,

ALL-YELLOW REFLECTIVE OBJECT MARKER SIGNS ATTACHED. POSTS SHALL BE BURIED

SIGN POSTS 12 FEET IN LENGTH WITH 6 X 12 INCH VERTICAL OM2-2V

500 FEET AS SHOWN. THE BERM MARKERS SHALL BE GALVANIZED STEEL U-CHANNEL

10. UPON COMPLETION OF EMBANKMENT WORK, BERM MARKERS SHALL BE PLACE EVERY

AND SAND.

SETTLEMENT PLATES SHALL BE PLACED ON TOP OF THE REINFORCEMENT GEOTEXTILE 9.

GRADE AND MAXIMUM EL 1.0.

WHEN ALLOWED TO REMAIN ALL TREE STUMPS TO BE CUT NO HIGHER THAN 6" ABOVE 8.

EXISTING GROUND HAS AREAS OF STANDING WATER.7.

TREES OUTSIDE OF THE ROW SHALL NOT BE CUT.6.

SHALL BE DISPOSED OF BY THE CONTRACTOR.

STACKS AND 300 FOOT LONG GAPS ALONG THE EDGE OF THE CLEARING. FELLED TREES

REMAINING . TREES HAVE BEEN STOCKPILED IN APPROXIMATELY 300 FOOT LONG

APPROXIMATELY 100 FOOT WIDTH HAS BEEN CLEARED OF TREES WITH SOME STUMPS 5.

EL. 1.0'.

ALL TREES WITHIN THE SAND WORKING PLATFORM SHALL BE CUT TO NO HIGHER THEN 4.

INTERIOR DRAINAGE CANAL OR THE FLOOD SIDE CLEARING TO PROMOTE DRAINAGE.

REMOVED AND SPREAD BETWEEN THE LEVEE FOOTPRINT AND THE TOP BANK OF THE

MUD WAVE CREATED BY PLACEMENT OF THE SAND FILL WORKING PLATFORM SHALL BE 3.

ACCESS ROAD B TO THE LEVEE BERM.

CANAL EXCAVATED MATERIAL SHALL NOT BE PLACED UNDER THE EXTENSION OF 2.

OF BANK OF INTERIOR CANAL.

INTERIOR CANAL EXCAVATION SHALL BE UNIFORMLY SLOPED FROM LEVEE TOE TO TOP 1.

SETTLEMENT PLATE

(COMPACTED CLAY FILL)

LEVEE STABILITY BERM

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

E N

A M

E N

U M

B E

Z X

X X

A N

S I

J S

O N

S H

-8 -4

H -8

-4

S S

O C

E S

R S

A R

C H

N N

G R

A M

R O

T M

A N

A G

S T

J O

H N

T H

E B

A P

T P

A R

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

E A

K E

A V

N E

W O

R L

E A

N S

T R

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

W S

L P

E V

E E

A N

D F

L O

O D

W A

L L

H U

R R

N E

A N

D S

T O

R M

D A

M A

G E

K R

E D

U C

N P

R O

J E

C T

W E

S T

S H

O R

E L

A K

E P

O N

T C

H A

R T

R A

L O

J S

O N

J S

O M

M E

R S

N J A

C K

S O

N W

J A

N U

A R

R E

A D

Y F

O R

A D

V E

R T

M E

N T

R /W

C /L

E X

T D

R A

G E

C A

N A

C /L

I N

T D

R A

G E

C A

N A

3:1 4:1 4:13:1

10'

(SEE NOTE 1)

DRAINAGE CANAL SPOIL

46'

(SEE NOTE 1)

DRAINAGE CANAL SPOIL

C/L LEVEE

FLOOD SIDE LAND SIDE

BASE LINE

SEE NOTE 8

EL. 0.0±

EXISTING GRADE

EL. 0.0±

EXISTING GRADE

EL. -5.0

EL. -3.0

VARIES (220' MIN.) 95'

EL. 8.6

VARIES (315' MIN.)225'

160'

R/W VARIES (540' MIN. TO 600' MAX.)

EL. 4.5

14'14'

15.6'

SLOPESLOPE

PLATE C/L LEVEE

SETTLEMENT

(TOE TO TOE)

LIMITS OF SEEDING AND FERTILIZING

STUMPS

REMOVE TREE

STUMPS

REMOVE TREE

NOT SHOWN FOR CLARITY

MAINTENANCE ROAD *

LIMIT OF CLEARING AND GRUBBING

EL. 3.0

EL. 3.4

EL. 2.4

TO EL. 3'

SAND FILL BASE

GEOTEXTILE

28' REINFORCEMENT

@ 5% STRAIN X 28'

AT EL. 3.0 15,000 LBS/FT

REINFORCMENT GEOTEXTILE

EL. 4.2

12.3'

65'

4:1

EL. 1.0±

H -8

-4

C -0

.d g n

R /W

C /L

I N

T D

R A

G E

C A

N A

4:1 4:1

46'

(SEE NOTE 1)

DRAINAGE CANAL SPOIL

C/L LEVEE

FLOOD SIDE LAND SIDE

EL. 3.0

3H :1V

15H:1V

3H :1V

3H:1V 3H:1V

C-001A

BASE LINE

LEVEE SECTION

EL. 0.0±

EXISTING GRADE

EL. 0.0±

EXISTING GRADE

SLOPE TO DRAIN

EL. -5.0

VARIES (220' MIN.) 95'

EL. 8.6

VARIES (315' MIN.)225'

R/W VARIES (540' MIN. TO 600' MAX.)

3H :1V

EL. 8.6

EL. 3.0

3H:1V

EL. 4.5

14'14'

SPOIL

DRAINAGE CANAL

EL. 4.5

15.7'

SLOPE

(TOE TO TOE)

LIMITS OF SEEDING AND FERTILIZING

STUMPS

REMOVE TREE

STUMPS

REMOVE TREE

AT C/L LEVEE

SETTLEMENT GAGE

EMBANKMENT (CLAY)

NOT SHOWN FOR CLARITY

MAINTENANCE ROAD *

STRAIN X 28'

AT EL. 3.0 15,000 LBS/FT @ 5%

REINFORCMENT GEOTEXTILE

COMPACTED CLAY FILL

LIMITS OF CLEARING & GRUBBING

EL. 2.4

EL. 3.0

EL. 2.4

EL. 3.4

15'

TO EL. 3'

SAND FILL BASE

SEE NOTE 3

GEOTEXTILE

28' REINFORCEMENT

REINFORCEMENT GEOTEXTILE

SCALE: NTS

STA. 67+89.00END FULL LEVEE

STA. 31+54.68BEGIN FULL LEVEE

GEOTEXTILE

REINFORCEMENT

EL. 4.2

40H:1V

CLAY FILL

COMPACTED

SPOIL

DRAINAGE CANAL

14'12.3'

SLOPE TO DRAIN

14'

T Y

A L

L E

V E

E S

E C

EL. 3.0

B A

7.1H:1V

10'

SCALE: NTS

DETAIL

SCALE: NTS

SEE NOTE 11

SEE NOTE 10

4:1

NOTES:

WORK 1.

IS INCLUDED IN OPTIONAL

SOME WORK ON THIS SHEET

EXCAVATION AND MATERIAL SPREADING.

SAND PLACEMENT SHALL PROCEED NO MORE THAN 500 FEET IN ADVANCE OF CANAL 12.

RIGHT OF WAY AND CANAL BANK.

11. NO EXCAVATED MATERIALS WILL BE ALLOWED TO BE STOCKPILED BETWEEN THE

BID ITEMS.

PAYMENT FOR THE BERM MARKERS SHALL BE DISTRIBUTED THROUGHOUT THE EXISTING

4-FEET INTO THE GROUND. NO MEASUREMENT WILL BE MADE FOR THE BERM MARKERS,

ALL-YELLOW REFLECTIVE OBJECT MARKER SIGNS ATTACHED. POSTS SHALL BE BURIED

SIGN POSTS 12 FEET IN LENGTH WITH 6 X 12 INCH VERTICAL OM2-2V

500 FEET AS SHOWN. THE BERM MARKERS SHALL BE GALVANIZED STEEL U-CHANNEL

10. UPON COMPLETION OF EMBANKMENT WORK, BERM MARKERS SHALL BE PLACE EVERY

AND SAND.

SETTLEMENT PLATES SHALL BE PLACED ON TOP OF THE REINFORCEMENT GEOTEXTILE 9.

GRADE AND MAXIMUM EL 1.0.

WHERE ALLOWED TO REMAIN ALL TREE STUMPS TO BE CUT NO HIGHER THAN 6" ABOVE 8.

EXISTING GROUND HAS AREAS OF STANDING WATER.7.

TREES OUTSIDE OF THE ROW SHALL NOT BE CUT.6.

SHALL BE DISPOSED OF BY THE CONTRACTOR.

STACKS AND 300 FOOT LONG GAPS ALONG THE EDGE OF THE CLEARING. FELLED TREES

REMAINING . TREES HAVE BEEN STOCKPILED IN APPROXIMATELY 300 FOOT LONG

APPROXIMATELY 100 FOOT WIDTH HAS BEEN CLEARED OF TREES WITH SOME STUMPS 5.

EL. 1.0'.

ALL TREES WITHIN THE SAND WORKING PLATFORM SHALL BE CUT TO NO HIGHER THEN 4.

INTERIOR DRAINAGE CANAL OR THE FLOOD SIDE CLEARING TO PROMOTE DRAINAGE.

REMOVED AND SPREAD BETWEEN THE LEVEE FOOTPRINT AND THE TOP BANK OF THE

MUD WAVE CREATED BY PLACEMENT OF THE SAND FILL WORKING PLATFORM SHALL BE 3.

ACCESS ROAD B TO THE LEVEE BERM.

CANAL EXCAVATED MATERIAL SHALL NOT BE PLACED UNDER THE EXTENSION OF 2.

OF BANK OF INTERIOR CANAL.

INTERIOR CANAL EXCAVATION SHALL BE UNIFORMLY SLOPED FROM LEVEE TOE TO TOP 1.

(SEE C-001B)

NOTCHED AREA

PLATE C/L LEVEE

SETTLEMENT

(COMPACTED CLAY FILL)

LEVEE STABILITY BERM

PLATE

SETTLEMENT

PLATE

SETTLEMENT

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

E N

A M

E N

U M

B E

Z X

X X

A N

S I

J S

O N

S H

-8 -4

H -8

-4

S S

O C

E S

R S

A R

C H

N N

G R

A M

R O

T M

A N

A G

S T

J O

H N

T H

E B

A P

T P

A R

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

E A

K E

A V

N E

W O

R L

E A

N S

T R

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

W S

L P

E V

E E

A N

D F

L O

O D

W A

L L

H U

R R

N E

A N

D S

T O

R M

D A

M A

G E

K R

E D

U C

N P

R O

J E

C T

W E

S T

S H

O R

E L

A K

E P

O N

T C

H A

R T

R A

L O

J S

O N

J S

O M

M E

R S

N J A

C K

S O

N W

J A

N U

A R

R E

A D

Y F

O R

A D

V E

R T

M E

N T

H -8

-4

C -0

A .d g n

A M c le m a y

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E N

A M

E N

U M

B E

Z X

X X

A N

S I

J S

M O

N S

H -8 -4

®of Engineers

US Army Corps

N E

W O

R L E

A N

S L

E A

K E A

V E

N E

W O

R L E

A N

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W S

L P

E V

E E A

N D F

L O

O D

W A

L L

H U

R R

A N

E A

N D S

T O

R M D

A M

A G

E R

K R

E D

U C

N P

R O J E

C T

W E

S T S

H O

R E L

A K

E P

O N

T C

H A

R T

R A

O U

N A

030' 30' 60'

SCALE IN FEET

J S

M O

N S

N J

A C

K S

O N

W P

J A

N U

A R

R E

A D

Y F

O R A

D V

E R

E M

E N

SHEET IDSHEET ID

C-001B

D .V

O S

SCALE: NTS

INTERIOR DRAINAGE CANAL EXCAVATION DISPOSAL

D R

A G

E E

X C

A V

A T

N D

P O

S A

SHALL NOT EXCEED ELEVATIONS SHOWN.

TEMPORARY STOCKPILES OF CANAL SPILL BEFORE SPREADING 4.

COMPACTED FILL CONSTRUCTION IS COMPLETED.

NOTCH AREA SHALL BE LEFT OPEN UNTIL THE FINAL STAGE OF 3.

INTERIOR CANAL.

SPACING TO DRAIN WATER FROM NOTCH AREA TOWARD

CONTRACTOR SHALL LEAVE SWALES AT 800-FOOT MAXIMUM 2.

FILL CONSTRUCTION IS COMPLETED.

NOTCH AREA LEFT OPEN UNTIL FINAL STAGE OF COMPACTED 1.

GENERAL NOTES:

3H:1V

EL. 3.00

4H:1 V

EL. -5.0'EL. 0.0'±

NATURAL GRADE

DRAINAGE CANAL

C/L INTERIOREL. 2.2'

50H:1V MIN. SLOPE

4H:1V (MAX.)

4.5 H:1

( SEE NOTE 4)

MAX. EL. 7.5'

( SEE NOTE 4)

MAX. EL. 6.0'

4H:1V

SLOPED TO DRAIN

(SEE NOTE 1)

NOTCHED AREA

LEVEE BERM

AFTER LEVEE COMPLETION.

TO BE USED TO BACKFILL NOTCH

STOCKPILED DRAINAGE EXCAVATION

10' 46'20'±VARIES

N J

A C

K /2 /2

M H -8 -4

C -0

B .d g n

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E N

A M

E N

U M

B E

Z X

X X

A N

S I

J S

M O

N S

H -8 -4

S S

O C

T E

E N

E E

R S

R C

E C

T S

L A

N N

E R

P R

O G

R O J E

C T M

A N

A G

E R

S S

T J

O H

N T

H E B

A P

T P

A R

®of Engineers

US Army Corps

N E

W O

R L E

A N

S L

E A

K E A

V E

N E

W O

R L E

A N

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W S

L P

E V

E E A

N D F

L O

O D

W A

L L

H U

R R

A N

E A

N D S

T O

R M D

A M

A G

E R

K R

E D

U C

N P

R O J E

C T

W E

S T S

H O

R E L

A K

E P

O N

T C

H A

R T

R A

O U

N A

J S

M O

N S

J S

M O

N S

N J

A C

K S

O N

W P

J A

N U

A R

R E

A D

Y F

O R A

D V

E R

E M

E N

SAND WORKING PLATFORM

C/L LEVEE, CLAY EMBANKMENT

C/L LEVEE,

28'-0"

TOP WIDTH

SAND WORKING PLATFORM

3H:1V 3H:1V

NTS

15H:1V

3H :1V

TYPICAL 12' LEVEE MAINTENANCE ROAD SECTION

LEVEE BERM

GEOTEXTILE

SEPARATOR

1H:1V

EXISTING GRADE

1H:1V

SWAMP

CLAY EMBANKMENT FILL PLACEMENT DETAIL

12'-0"

MAINTENANCE ROAD

C-002

FLOOD SIDE LAND SIDE

40H:1V

(SEE SHEET C-407).

CANAL TOP OF BANK NORTH SIDE)

(FROM R/W TO INTERIOR DRAINAGE

(12'-0" RD-001)

30'-0" ACCESS ROAD B

AS REQUIRED

FILL EMBANKMENT

COMPACTED

GEOTEXTILE

SEPARATOR

COMPACTED CLAY EMBANKMENT

(BELOW)

SAND WORKING PLATFORM

FILL AND TO MINIMIZE THE MUD WAVE FORMING AHEAD OF THE SAND FILL.

ORDER TO MINIMIZE THE AMOUNT OF SOFT MATERIAL TRAPPED UNDERNEATH THE SAND

1. THE SAND FILL WORKING PLATFORM SHALL BE PLACED IN A "BULL NOSE" CONFIGURATION IN

EL 8.6

EL. VARIES (ACCESS ROAD B)

EL. 2.5 (RD-001)

DIRECTION OF ADVANCEMENT

SWAMP

H -8 -4

C -0

.d g n

M n ja c k

(RD-001 SIMILAR)

ACCESS ROAD "B"

TYPICAL SECTION

C/L LEVEE

SAND FILL WORKING PLATFORM PLACEMENT DETAIL

NTS

3H:1V

OF CLAY EMBANKMENT FILL (TYP.)

REINFORCEMENT GEOTEXTILE IN ADVANCE

T Y

A L

L E

V E

E S

E C

N S A

N D D

E T

SURFACING

8" SURFACING

LOCATIONS SHOWN ON SHEET C-001 AND C-001A.

DIRECTION OF THE GEOTEXTILE. INSTALL SETTLEMENT PLATES ON TOP OF THE GEOTEXTILE AT

SPREAD PERPENDICULAR TO THE CENTERLINE TOWARD THE OUTSIDE EDGES FOLLOWING THE MACHINE

THE CLAY EMBANKMENT FILL SHALL BE PLACED BEGINNING AT THE CENTERLINE OF THE LEVEE AND 3.

INSTALL SETTLEMENT PLATES ALONG THE CENTERLINE OF THE LEVEE. 2.

SHALL BE PLACED WITHOUT SEAMS OR LAP.

DIRECTION TRANSVERSE TO THE LEVEE, PERPENDICULAR TO THE LEVEE C/L. FULL WIDTH GEOTEXTILE

PLACE REINFORCING GEOTEXTILE THE FULL WIDTH OF THE SAND FILL WORKING PLATFORM, MACHINE 1.

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

E N

A M

E N

U M

B E

Z X

X X

A N

S I

J S

O N

S H

-8 -4

H -8

-4

S S

O C

E S

R S

A R

C H

N N

G R

A M

R O

T M

A N

A G

S T

J O

H N

T H

E B

A P

T P

A R

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

E A

K E

A V

N E

W O

R L

E A

N S

T R

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

W S

L P

E V

E E

A N

D F

L O

O D

W A

L L

H U

R R

N E

A N

D S

T O

R M

D A

M A

G E

K R

E D

U C

N P

R O

J E

C T

W E

S T

S H

O R

E L

A K

E P

O N

T C

H A

R T

R A

L O

J S

O N

J S

O M

M E

R S

N J A

C K

S O

N W

J A

N U

A R

R E

A D

Y F

O R

A D

V E

R T

M E

N T

2.0%

R /W

(TYP.)

48'48'

2.0%

54'-0" (BEDDING) AND SEPARATOR GEOTEXTILE

9'-1"

N.T.S.

C/L CANAL

EL. -4.0

10'-0" 10'-0"

75'-0"

MIN.

3'-0" CLR.

6'-0"15'-0"15'-0"6'-0"

50H:1V 50H:1V

3H:1V

6H:1V6H:1V

GEOTEXTILE FABRIC

12" R-90 RIP RAP

72" CMP

20'-0"20'-0"

SEPARATOR GEOTEXTILE

BELOW CMP

STONE BEDDING

24" COMPACTED

C/L ROAD

EL. -6.0

EL. 4.70GEOTEXTILE

SEPARATOR

EL. 3.70

EL. -5.0

EL. -4.0

EL. 3.70

STONE TO CMP C/L

COMPACTED CRUSHED

BEDDING TO CMP C/L

CRUSHED STONE

EL 3.5 @ C/L

SLOPE

EL. 3.5±

ACCESS ROAD B

TIE INTO EXIST.

ON GEOTEXTILE FABRIC

(12" THICK )

12" R-90 RIP RAP

C/L EL 5.0

75'-0"

EL. -6.0

3H:

ON GEOTEXTILE FABRIC

12" R-90 RIPRAP (12" THICK)

GRANULAR BACKFILL

(TYP.)

72" CMP

EL. 5.0

EL. -5.0

BEDDING BELOW CMP

24" CRUSHED STONE

GEOTEXTILE

SEPARATOR

ACCESS ROAD

TIE TO EXIST.

SLOPE AS REQUIRED

EXIST.GRADE 0.0±

SLOPE AS REQUIRED

EXIST. GRADE 0.0±

INV. EL - 4.00

INV. EL -4.00

INV. EL-3.60

INV. EL (SEE LONGITUDINAL SECTION)

EL. 4.70

5 EACH 72" DIA X 96' LONG CMP

12" SURFACING

N.T.S.

INTERIOR DRAINAGE CANAL - CROSS SECTION

SECTION (OW2)

INTERIOR DRAINAGE CANAL - LONGITUDINAL SECTION (OW2)

SYMMETRICAL ABOUT C/L (ACCESS ROAD )

ACCESS ROAD EL. 5.0

96'

C-004

T Y

D A

N D

D R

A G

E S

E C

IN THE DRY.

ALL WORK SHOWN ON THIS DRAWING SHALL BE PERFORMED5.

ROAD DUE TO CONSTRUCTION ACTIVITIES.

CONTRACTOR SHALL REPAIR ANY DAMAGE TO CULVERTS AND4.

CMP CULVERTS SHALL HAVE SINGLE LINE RIVETS.3.

POLYMER COATED STEEL.

CMP CULVERTS SHALL BE 12 GAUGE (.1046 INCHES THICK)2.

INCH.2

1 X 3

CMP CULVERTS SHALL HAVE CORRUGATION OF 21.

C-006

SEE SHEET

GENERAL NOTE:

C E

S S R

O A

D C I

N T

E R

R D

R A

A G

E C

A N

NORTH

SCALE: 1" = 20'

ACCESS RD. C EL 3.5±

TIE INTO EXIST.

R/W

C/L INTERIOR DRAINAGE CANAL

F W

O R

K B /L S

T A O

P T

N N

C/L LEVEE

LIMIT OF CLEARING AND GRUBBIMG

Y P

TEMPORARY ACCESS RD.

Y P

LIMIT OF R-90 RIPRAP

(SEE SHEET C-103)

OPTION WORK NO. 2

C-006

C C

4H:1V

SEE SHEET C-004

WORK 2.

IS INCLUDED IN OPTIONAL

WORK ON THIS SHEET

ACCESS ROAD

BEGIN TEMPORARY

H :1

TRANSITION (TYP.)

30' SHOULDER

TRANSITION (TYP.)

30' SHOULDER

C /L A

C C

E S

S R

D . C

EXTENSION BY OTHERS

INTERIOR DRAINAGE CANAL

(TYP.)

20' TRANSITION

'-0

(24' TO 30').

ROADWAY WIDTH

75'- TRANSITIONING OF

(TYP.)

20' TRANSITION

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E N

A M

E N

U M

B E

Z X

X X

A N

S I

J S

M O

N S

H -8 -4

S T J

O H

N T

H E B

A P

T P

A R

®of Engineers

US Army Corps

N E

W O

R L E

A N

S L

E A

K E A

V E

N E

W O

R L E

A N

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W S

L P

E V

E E A

N D F

L O

O D

W A

L L

H U

R R

A N

E A

N D S

T O

R M D

A M

A G

E R

K R

E D

U C

N P

R O J E

C T

W E

S T S

H O

R E L

A K

E P

O N

T C

H A

R T

R A

O U

N A

S S

O C

T E

E N

E E

R S

R C

E C

T S

L A

N N

E R

P R

O G

R O J E

C T M

A N

A G

E R

020' 20' 40'

SCALE IN FEET

J S

M O

N S

J S

M O

N S

N J

A C

K S

O N

W P

J A

N U

A R

R E

A D

Y F

O R A

D V

E R

E M

FLOOD SIDE

SCALE: 1" = 100'

LAND SIDE

ST. JOHN THE BAPTIST PARISH, LA

100' 200'0

WSLP-109 CONTRACTOR

NO WORK AREA FOR

N.T.S

100' 200'0

10' 20'0

LEVEE PLAN

LEVEE PROFILE

VERT. SCALE

HORZ. SCALE

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00

-10 -10

C/L INTERIOR DRAINAGE CHANNEL

R=75'

10+00

POB

21+05PI

M A

T C

H L

E S

T A S

E E S

H E

E T C -1

R /W

R/W

19-077C

-0

C/L LEVEE

R /W

R=50'

PI-2

EL. 3.0

EXISTING GRADE

735'-5 5/16 "

203.9206°

REINFORCING GEOTEXTILE

SAND FILL WORKING PLATFORM

M A T C

H L

E C /L S

T A . 2

E E S

H E E T C -1

28+00

EMBANKMENTGRADE EL. 8.60

LEVEE CONSTRUCTION

BASELINE

B/L 1

R=75'

18+0

19+0

20+0

21+0

14+00

15+00

16+00

17+00

13+00

12+00

11+00

10+00

N27°10 'E

Y=579953.47

X=3509390.66

Y=580286.50

X=3509561.62

R=40'

C/L EXTERIOR DRAINAGE CANAL

B/L 2

C/L L

EVEE

B A S E

N E

E X

G T

R E E C

A R E D Z

O N E

C /L

R D

R A

A G E C

A N

A L

PI-1

19-08 4U

°8 '3 .5

E .0 0N

E .0 0 N

N =3

.0 0 E

N27°10 'E

N °3 8'

N66°05'E

N27°10 'E

N °3 8'

N66°05'E

OPTIONAL WORK 1

S T

N66°05'E

N O

R T H

P L A

N =3

E .0

N =3

.0 0E

E .0 0 N

(TIE INTO EXIST. CANAL)

INV. EL. -5.0

INTERIOR DRAINAGE CANAL

(TIE INTO EXIST. CANAL)

INV. EL. -3.0

EXTERIOR DRAINAGE CANAL

G-080

RD-001

AERIAL FROM GOOGLE 1/5/2021.5.

SEE C-403 FOR LEVEE TRANSITION DETAILS.4.

SEE C-001 FOR TYPICAL LEVEE SECTION3.

SEE C-004 FOR DRAINAGE DETAILS2.

SEE C-002 FOR TYPICAL SECTION.

12' LEVEE MAINTENANCE ROAD NOT SHOWN FOR CLARITY1.

NOTES:

C/L STA. 13+04.11

BEGIN CONSTRUCTION

CL STA. 13+99.11

BL STA. 192+90

SLP-110 W

ORK LIMITS

C/L STA. 12+79.11

B/L STA. 191+70

LIMIT OF W

ORK

SLP-109

STA. 13+99.11

WSLP-110 WORK LIMITS

TRANSITION DETAIL

SEE C-403 FOR LEVEE

STA. 13+74.11

BEGIN FULL LEVEE

STA. 13+04.11

BEGIN TIE-IN

F W

B /L S

T A

C /L S

T A .1

P L

A N A

N D P

R O

E O

C-101

J S

M O

N S

S S

O C

T E

E N

E E

R S

R C

E C

T S

L A

N N

E R

P R

O G

R O J E

C T M

A N

A G

E R

J S

M O

N S

J S

M O

N S

N J

A C

K S

O N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E N

A M

E N

U M

B E

Z X

X X

A N

S I

H -8 -4

S T J

O H

N T

H E B

A P

T P

A R

®of Engineers

US Army Corps

N E

W O

R L E

A N

S L

E A

K E A

V E

N E

W O

R L E

A N

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W E

S T S

H O

R E L

A K

E P

O N

T C

H A

R T

R A

O U

N A

H U

R R

A N

E A

N D S

T O

R M D

A M

A G

E R

K R

E D

U C

N P

R O J E

C T

W S

L P

E V

E E A

N D F

L O

O D

W A

L L

W P

J A

N U

A R

R E

A D

Y F

O R A

D V

E R

E M

LAND SIDE

211+68.28

ST. JOHN THE BAPTIST PARISH, LA NORTH

PLAN

SCALE: 1" = 100'

100' 200'0

N.T.S

100' 200'0

10' 20'0

LEVEE PROFILE

LEVEE PLAN

VERT. SCALE

HORZ. SCALE

28+00 29+00 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 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00

-10 -10

P L

A N A

N D P

R O

E O

T C

H L

E S

T A S

E E S

H E

E T C -1

M A

T C

H L

E S

T A S

E E S

H E

E T C -1

M A

T C

H L

E S

T A S

E E S

H E

E T C -1

MATCHLINE STA. 27+50 SEE SHEET C-101

R/W

R /W

R/W

R /W

C-102

EMBANKMENT

COMPACTED FILL

28+20.26

30+77.69

59+0047+0046+0045+0044+0043+00 48+0042+0041+0040+0039+0038+0037+00

SEE S-101 FOR PIPELINES

95'

271.3759°

RIPRAP

18" GROUTED

EL. 14.40

TOP OF WALL

SAND FILL WORKING PLATFORM

CANAL STA. 28+00, EL. -5.0

END INTERIOR DRAINAGE

TIP EL. -15.0

CUTOFF WALL

SHEET PILE

EXISTING GRADE

EL. 3.0

GRADE EL. 8.60

LEVEE CONSTRUCTION

REINFORCING GEOTEXTILE

C/L SWALE

TRANSITION DETAILS

SEE C-401 FOR

19-083U

STA. 27+94.00

G-032

G-082

G-034

G-035

G-039

P I-

BL-3

19-075C

C /L L

EVEE

TRANSITION DETAILS

SEE C-402 FOR

C/L SWALE

G-081

G-033

G-037

G-038

R=75' C/L INTERIOR DRAINAGE CANAL

EXISTING TREE CLEARED ZONE

19-074C

BASELINE

C/L LEVEE19-082U

PI-4

BL-4

BASELINE

19-081U

5B 5C

N .0

CANAL STA. 34+28.00 EL -5.0

BEGIN INTERIOR DRAINAGE

SEE G-006 FOR GENERAL NOTES.7.

AERIAL FROM GOOGLE 1/5/2021.6.

SEE C-406 FOR PIPELINE CORRIDOR DRAINAGE DETAILS.5.

SEE C-408 TO C-411 FOR PRELOAD DETAILS.4.

SEE C-101 FOR ADDITIONAL NOTES.3.

SEE S-SHEETS FOR T-WALL DETAILS.2.

SEE C-401 AND C-402 AND C-405 FOR LEVEE TRANSITION AT T-WALLS.1.

OPTIONAL WORK AREA 1

CANAL STA. 27+94.00, EL. -3.0

END EXTERIOR DRAINAGE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E N

A M

E N

U M

B E

Z X

X X

A N

S I

J S

M O

N S

H -8 -4

S T J

O H

N T

H E B

A P

T P

A R

®of Engineers

US Army Corps

N E

W O

R L E

A N

S L

E A

K E A

V E

N E

W O

R L E

A N

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W E

S T S

H O

R E L

A K

E P

O N

T C

H A

R T

R A

O U

N A

H U

R R

A N

E A

N D S

T O

R M D

A M

A G

E R

K R

E D

U C

N P

R O J E

C T

W S

L P

E V

E E A

N D F

L O

O D

W A

L L

S S

O C

T E

E N

E E

R S

R C

E C

T S

L A

N N

E R

P R

O G

R O J E

C T M

A N

A G

E R

J S

M O

N S

J S

M O

N S

N J

A C

K S

O N

W P

J A

N U

A R

R E

A D

Y F

O R A

D V

E R

E M

ST. JOHN THE BAPTIST PARISH, LA

NORTH

PLAN

SCALE: 1" = 100'

100' 200'0

N.T.S

100' 200'0

10' 20'0

LEVEE PLAN

LEVEE PROFILE

VERT. SCALE

HORZ. SCALE

50+00 51+00 52+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 67+00 68+00

-10 -10

EXISTING GRADE

P A

N A

N D P

R O

E O

T C

H L

E S

T A S

E E S

H E

E T C -1

M A

T C

H L

E S

T A S

E E S

H E

E T C -0

R/W

C-103

EL. 3.0

INV. EL. -5.0

INTERIOR DRAINAGE CANAL

WORKING PLATFORM

SAND FILL

REINFORCING GEOTEXTILE

69+00 70+00 71+00 +79.57

69+00 70+00 71+00

F W

O R

K C /L S

T A

CANAL STA. 68+05

END INTERIOR DRAINAGE

F W

O R

K C /L S

T A

B /L S

T A

B /L S

T A

WSLP-109 CONTRACTOR

NO WORK AREA FOR

G…

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